HomeMy WebLinkAbout07011_DYIMS_V1 PERMIT ISSUE 04 08 202120 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
PROJECT LOCATION
Owner's Project Manager:Owner:Civil / Site:Structural:Mechanical / Electrical:Landscape:Plumbing/Fire Protection:Theater Consultant:
PROJECT No.
Food Service:FF & E:Envelope Consultant:Code Consultant:Acoustical Consultant:Sustainability Consultant:Elevator Consultant:Security Consultant:
71011
APRIL 8, 2021
DENNIS-YARMOUTH INTERMEDIATE / MIDDLE SCHOOL
CDW
CONSULTANTS,
INC.
GIRARD & CO GARCIA, GALUSKA,
DeSOUSA, INC.
TRAVERSE
LANDSCAPE
VAV INTERNATIONAL THEATER DESIGN CRABTREE
McGRATH
ASSOCIATES
PMA CONSULTANTS
286 Station Avenue
South Yarmouth, MA 02664
POINT LINE SPACE RJ KENNEY
ASSOCIATES
R.W. SULLIVAN
ENGINEERING
CAVANAUGH TOCCI
ASSOCIATES
PERMIT SET
DENNIS-YARMOUTH
REGIONAL SCHOOL
DISTRICT
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
6 Huron Drive
Natick, MA 01760
10 Waterchase Drive #300
Rocky Hill, CT 06067
370 Faunce Corner Road
North Dartmouth, MA 02747
400 W. Cummings Park Drive #4700
Woburn, MA 01801
48 Fair Street, Suite C3
Cold Spring, NY 10516
161 West Main Street
Georgetown, MA 01833
150 Chestnut Street, 4th Floor
Providence, RI 02903
75 Lowell Street
Carlisle, MA 01741
72 Washington Street
Plainville, MA 02762
529 Main Street Suite 203
Boston, MA 02129
327F Boston Post Road
Sudbury, MA 01776
296 Station Avenue
South Yarmouth, MA 02664
386 Fore Street, Suite 401
Portland, ME 04101
10 Post Office Square, Suite 725
Boston, MA 02109
THORNTON TOMASETTI SYSKA HENNESSY GROUP
20 Freemont Terrace
Waltham, MA 02452
PAMELA PERINI
CONSULTING
DENNIS-YARMOUTH INTERMEDIATE / MIDDLE SCHOOL2 A-5.55 INTERIOR DETAILS - AREA C
2 A-5.56 INTERIOR DETAILS - AREA D
8 A-5.57 INTERIOR DETAILS - AUDITORIUM AND CAFETORIUM - STAGE FLOOR
DETAILS
A-5.58 OPERABLE PARTITION DETAILS
8 A-5.60 MILLWORK DETAILS
8 A-5.61 MILLWORK DETAILS
8 A-5.62 MILLWORK DETAILS
8 A-5.63 MILLWORK DETAILS
8 A-5.64 MILLWORK DETAILS
8 A-5.65 MILLWORK DETAILS
8 A-5.66 MILLWORK DETAILS
8 A-5.67 MILLWORK DETAILS
8 A-5.70 MISC DETAILS
8 A-5.80 MISC SCHEDULES & LEGENDS
A-5.81 WINDOW SHADE SCHEDULE & DETAILS
8 A-6.01 DOOR SCHEDULE
2 A-6.02 DOOR, FRAME, AND GLAZING TYPES
8 A-6.03 DOOR FRAME DETAILS
3 A-6.04 BORROWED LIGHT DETAILS
2 A-6.05 THRESHOLD AND TRANSITION DETAILS
3 A-6.06 WINDOW SCHEDULE, LEGEND & DETAILS
3 A-6.07 CURTAINWALL ELEVATIONS
3 A-6.08 CURTAINWALL ELEVATIONS
3 A-6.09 CURTAINWALL ELEVATIONS
3 A-6.10 CURTAINWALL DETAILS
8 AF-0.01 FINISH LEGEND
8 AF-0.02 FINISH LEGEND
12 AF-0.03 FINISH SCHEDULE & NOTES
2 AF-1.11A FIRST FLOOR FINISH PLAN - PART A
2 AF-1.11B FIRST FLOOR FINISH PLAN - PART B
12 AF-1.11C FIRST FLOOR FINISH PLAN - PART C
2 AF-1.11D FIRST FLOOR FINISH PLAN - PART D
AF-1.12A SECOND FLOOR FINISH PLAN - PART A
2 AF-1.12B SECOND FLOOR FINISH PLAN - PART B
2 AF-1.12C SECOND FLOOR FINISH PLAN - PART C
2 AF-1.12D SECOND FLOOR FINISH PLAN - PART D
8 AF-1.20 INTERIOR FINISH DETAILS
AG-1.01 SIGNAGE TYPES, SCHEDULE & DETAILS
AG-1.11A SIGNAGE PLAN - FIRST FLOOR - PART A
AG-1.11B SIGNAGE PLAN - FIRST FLOOR - PART B
AG-1.11C SIGNAGE PLAN - FIRST FLOOR - PART C
AG-1.11D SIGNAGE PLAN - FIRST FLOOR - PART D
AG-1.12A SIGNAGE PLAN - SECOND FLOOR - PART A
AG-1.12B SIGNAGE PLAN - SECOND FLOOR - PART B
AG-1.12C SIGNAGE PLAN - SECOND FLOOR - PART C
AG-1.12D SIGNAGE PLAN - SECOND FLOOR - PART D
2 S-7.00 TYPICAL MASONRY DETAILS
ARCHITECTURAL
8 A-0.01 NOTES, ABBREVIATIONS, LEGENDS & KEYNOTES
8 A-0.02 EXTERIOR ASSEMBLIES
3 A-0.03 INTERIOR ASSEMBLIES
A-0.11 EDGE OF SLAB PLAN - FIRST FLOOR
A-0.12 EDGE OF SLAB PLAN - SECOND FLOOR
A-0.13 EDGE OF SLAB PLAN - ROOF
A-1.01 OVERALL FIRST FLOOR PLAN
A-1.02 OVERALL SECOND FLOOR PLAN
A-1.03 OVERALL ROOF PLAN
8 A-1.11A FIRST FLOOR PLAN - PART A
8 A-1.11B FIRST FLOOR PLAN - PART B
8 A-1.11C FIRST FLOOR PLAN - PART C
8 A-1.11D FIRST FLOOR PLAN - PART D
8 A-1.12A SECOND FLOOR PLAN - PART A
8 A-1.12B SECOND FLOOR PLAN - PART B
8 A-1.12C SECOND FLOOR PLAN - PART C
8 A-1.12D SECOND FLOOR PLAN - PART D
3 A-1.13A ROOF PLAN - PART A
8 A-1.13B ROOF PLAN - PART B
3 A-1.13C ROOF PLAN - PART C
3 A-1.13D ROOF PLAN - PART D
10 A-1.21A FIRST FLOOR REFLECTED CEILING PLAN - PART A
8 A-1.21B FIRST FLOOR REFLECTED CEILING PLAN - PART B
3 A-1.21C FIRST FLOOR REFLECTED CEILING PLAN - PART C
3 A-1.21D FIRST FLOOR REFLECTED CEILING PLAN - PART D
3 A-1.22A SECOND FLOOR REFLECTED CEILING PLAN - PART A
3 A-1.22B SECOND FLOOR REFLECTED CEILING PLAN - PART B
3 A-1.22C SECOND FLOOR REFLECTED CEILING PLAN - PART C
3 A-1.22D SECOND FLOOR REFLECTED CEILING PLAN - PART D
A-2.01 OVERALL EXTERIOR ELEVATIONS
3 A-2.11 EXTERIOR ELEVATIONS - PART A
8 A-2.12 EXTERIOR ELEVATIONS - PART B
2 A-2.13 EXTERIOR ELEVATIONS - PART C
2 A-2.14 EXTERIOR ELEVATIONS - PART D
2 A-2.15 EXTERIOR MOCK-UP
8 A-2.20 PANELIZATION INTENT ELEVATIONS
8 A-2.21 PANELIZATION INTENT ELEVATIONS
8 A-2.22 PANELIZATION INTENT ELEVATIONS
8 A-2.23 PANELIZATION INTENT ELEVATIONS
8 A-2.24 PANELIZATION INTENT ELEVATIONS
A-3.01 OVERALL BUILDING SECTIONS
8 A-3.11 BUILDING SECTIONS
A-3.12 BUILDING SECTIONS
A-3.13 BUILDING SECTIONS
3 A-3.21 EXTERIOR WALL SECTIONS - PART A
3 A-3.22 EXTERIOR WALL SECTIONS - PART A
3 A-3.23 EXTERIOR WALL SECTIONS - PART B
3 A-3.24 EXTERIOR WALL SECTIONS - PART B
3 A-3.25 EXTERIOR WALL SECTIONS - PART B
3 A-3.26 EXTERIOR WALL SECTIONS @ 'LINKS' - PARTS C-D
3 A-3.27 EXTERIOR WALL SECTIONS @ ACADEMIC WINGS - PARTS C-D
3 A-3.28 EXTERIOR WALL SECTIONS - PARTS A-D (MISC)
A-3.31 INTERIOR WALL SECTIONS - PART A
A-3.32 INTERIOR WALL SECTIONS - PART A
A-3.33 INTERIOR WALL SECTIONS - PART B
A-3.34 INTERIOR WALL SECTIONS - PART B
2 A-3.35 INTERIOR WALL SECTIONS
3 A-3.41 STAIR PLANS & SECTIONS - PART B
A-3.42 STAIR PLANS & SECTIONS - PART B
2 A-3.43 STAIR PLANS & SECTIONS - PARTS C & D
3 A-3.44 STAIR MILLWORK DETAILS
2 A-3.45 STAIR DETAILS
2 A-3.46 STAIR DETAILS
3 A-3.47 STAIR DETAILS
3 A-3.48 STAIR DETAILS
8 A-3.51 ELEVATOR PLANS, SECTIONS, & DETAILS
2 A-4.10 ENLARGED PLANS & INT ELEVS - TOILETS - PART A
2 A-4.11 ENLARGED PLANS & INT ELEVS - TOILETS - PART B
2 A-4.12 ENLARGED PLANS & INT ELEVS - TOILETS & LOCKERS AT GYM - PART
B
2 A-4.13 ENLARGED PLANS & INT ELEVS - TOILETS - PART C & D
2 A-4.14 ENLARGED PLANS & INT ELEVS - TOILETS - PART C & D
A-4.20 ENLARGED PLANS & INT ELEVS - AUDITORIUM LOBBY - PART A
8 A-4.21 ENLARGED PLANS & INT ELEVS - AUDITORIUM LOBBY - PART A
8 A-4.22 ENLARGED PLANS & INT ELEVS - AUDITORIUM - PART A
A-4.23 ENLARGED PLANS & INT ELEVS - AUDITORIUM - PART A
8 A-4.24 ENLARGED PLANS & INT ELEVS - AUDITORIUM - PART A
8 A-4.25 ENLARGED PLANS & INT ELEVS - AUDITORIUM - PART A
8 A-4.26 ENLARGED PLANS & INT ELEVS - CAFETORIUM - PART A
2 A-4.27 ENLARGED PLANS & INT ELEVS - CAFETORIUM - PART A
8 A-4.28 ENLARGED PLANS & INT ELEVS - CAFETORIUM - PART A
8 A-4.29 ENLARGED PLANS & INT ELEVS - MUSIC - PART A
8 A-4.30 ENLARGED PLANS & INT ELEVS - MUSIC - PART A
2 A-4.41 ENLARGED PLANS & INT ELEVS - LOBBY, VESTS & ADMIN - PART B
8 A-4.42 ENLARGED PLANS & INT ELEVS - LOBBY, VESTS & ADMIN - PART B
8 A-4.43 ENLARGED PLANS & INT ELEVS - LOBBY, VESTS & ADMIN - PART B
8 A-4.44 ENLARGED PLANS & INT ELEVS - MEDIA CENTER & LOBBY - PART B
3 A-4.45 ENLARGED PLANS & INT ELEVS - MEDIA CENTER & LOBBY - PART B
8 A-4.46 ENLARGED PLANS & INT ELEVS - MEDIA CENTER & LOBBY - PART B
2 A-4.47 ENLARGED PLANS & INT ELEVS - MEDIA CENTER - PART B
2 A-4.48 ENLARGED PLANS & INT ELEVS - GYM - PART B
A-4.49 ENLARGED PLANS & INT ELEVS - GYM - PART B
2 A-4.50 ENLARGED PLANS & INT ELEVS - GYM - PART B
A-4.51 ENLARGED PLANS & INT ELEVS - GYM - PART B
8 A-4.52 ENLARGED PLANS & INT ELEVS - OFFICES & ADAPTIVE PE - PART B
8 A-4.53 ENLARGED PLANS & INT ELEVS - ART & SPED OT - PART B
8 A-4.54 ENLARGED PLANS & INT ELEVS - PART C & D
8 A-4.55 ENLARGED PLANS & INT ELEVS - PART C & D
8 A-4.56 ENLARGED PLANS & INT ELEVS - PART C & D
8 A-4.57 ENLARGED PLANS & INT ELEVS - PART C & D
3 A-4.60 INTERIOR ELEVATIONS - CORRIDORS - PART B
8 A-4.61 INTERIOR ELEVATIONS - CORRIDORS - PART C
3 A-4.62 INTERIOR ELEVATIONS - CORRIDORS - PART C
8 A-4.63 INTERIOR ELEVATIONS - CORRIDORS - PART C
8 A-4.64 INTERIOR ELEVATIONS - CORRIDORS - PART D
3 A-4.65 INTERIOR ELEVATIONS - CORRIDORS - PART D
8 A-5.01 EXTERIOR DETAILS - VERTICAL (PART A)
3 A-5.02 EXTERIOR DETAILS - VERTICAL (PART A)
8 A-5.03 EXTERIOR DETAILS - VERTICAL (PART B)
8 A-5.04 EXTERIOR DETAILS - VERTICAL (PART B)
8 A-5.05 EXTERIOR DETAILS - VERTICAL (PART B-D)
8 A-5.06 EXTERIOR DETAILS - VERTICAL (PART C-D)
2 A-5.11 EXTERIOR DETAILS - AUDITORIUM VESTIBULE
A-5.12 EXTERIOR DETAILS - HORIZONTAL (PART A)
2 A-5.13 EXTERIOR DETAILS - HORIZ. (AUDITORIUM)
ASI01 A-5.14 EXTERIOR DETAILS - HORIZONTAL (PART A)
2 A-5.15 EXTERIOR DETAILS - HORIZONTAL (PART B)
2 A-5.16 EXTERIOR DETAILS - HORIZONTAL (PART B)
2 A-5.17 EXTERIOR DETAILS - HORIZONTAL (PART B)
2 A-5.18 EXTERIOR DETAILS - HORIZONTAL (PART C)
2 A-5.19 EXTERIOR DETAILS - HORIZONTAL (PARTS C-D)
8 A-5.20 EXTERIOR DETAILS - HORIZONTAL (PARTS C-D)
8 A-5.21 CANOPY DETAILS
3 A-5.31 TYPICAL ROOF DETAILS
2 A-5.41 REFLECTED CEILING PLAN DETAILS
A-5.42 REFLECTED CEILING PLAN DETAILS (AUDITORIUM LOBBY)
A-5.43 REFLECTED CEILING PLAN DETAILS (AUDITORIUM LOBBY)
3 A-5.44 REFLECTED CEILING PLAN DETAILS (FELT RIVERS)
2 A-5.51 INTERIOR DETAILS - TYPICAL
8 A-5.52 INTERIOR DETAILS - AREA A
3 A-5.53 INTERIOR DETAILS - AREA B
2 A-5.54 INTERIOR DETAILS - AREA B
GENERAL
8 G-0.01 COVER & SHEET INDEX
3 G-0.10 CODE ANALYSIS
8 G-1.01 LIFE SAFETY PLAN - FIRST FLOOR
ASI01 G-1.02 LIFE SAFETY PLAN - SECOND FLOOR
8 G-PH1 OVERALL PHASING PLAN
CIVIL
C-100 INDEX PLAN
C-100.1 EXISTING CONDITIONS PLAN
C-101.0 OVERALL DEMOLITION AND EROSION CONTROL PLAN
C-101.1 DEMOLITION AND EROSION CONTROL PLAN
C-101.2 DEMOLITION AND EROSION CONTROL PLAN
C-101.3 DEMOLITION AND EROSION CONTROL PLAN
C-101.4 DEMOLITION AND EROSION CONTROL PLAN
ASI01 C-102.0 OVERALL LAYOUT & MATERIALS PLAN
2 C-102.1 LAYOUT & MATERIALS PLAN
2 C-102.2 LAYOUT & MATERIALS PLAN
2 C-102.3 LAYOUT & MATERIALS PLAN
2 C-102.4 LAYOUT & MATERIALS PLAN
C-102.5 TURNING RADIUS PLAN
3 C-103.0 OVERALL GRADING AND DRAINAGE PLAN
3 C-103.1 GRADING AND DRAINAGE PLAN
3 C-103.2 GRADING AND DRAINAGE PLAN
3 C-103.3 GRADING AND DRAINAGE PLAN
C-103.4 GRADING AND DRAINAGE PLAN
3 C-104.0 OVERALL UTILITY PLAN
3 C-104.1 UTILITY PLAN
3 C-104.2 UTILITY PLAN
3 C-104.3 UTILITY PLAN
3 C-104.4 UTILITY PLAN
3 C-104.5 UTILITY SHEET
10 C-105.0 CONSTRUCTION DETAILS
3 C-105.1 CONSTRUCTION DETAILS
3 C-105.2 CONSTRUCTION DETAILS
TRAFFIC
CT-101.0 STATION AVENUE CONSTRUCTION PLAN
CT-102.0 TRAFFIC SIGNAL PLAN
CT-103.0 TRAFFIC DETAIL NO. 1
2 CT-103.1 TRAFFIC DETAIL NO. 2
CT-104.0 TRAFFIC MANAGEMENT PLAN
IRRIGATION
IR-100 IRRIGATION SITE PLAN
8 IR-101 IRRIGATION LAYOUT WEST
3 IR-102 IRRIGATION LAYOUT EAST
IR-200 IRRIGATION CONSTRUCTION SEQUENCE
IR-201 IRRIGATION FUNCTIONAL TESTS
IR-202 IRRIGATION WELL DRILLING PROGRAM
IR-203 IRRIGATION DETAILS
LANDSCAPE
L0.0 GENERAL NOTES
L1.0 HARDSCAPE REFERENCE PLAN
L1.1 HARDSCAPE PLAN 1
L1.2 HARDSCAPE PLAN 2
8 L1.3 HARDSCAPE PLAN 3
12 L1.4 HARDSCAPE PLAN 4
3 L2.0 ENLARGEMENT PLAN 1
L2.1 ENLARGEMENT PLAN 2
3 L2.2 ENLARGEMENT PLAN 3
L2.3 PLAYGROUND ENLARGEMENT
L2.4 FITNESS ENLARGEMENT
L6.0 SITE SECTIONS
L6.1 SITE SECTIONS
LANDSCAPE ATHLETIC
LA2.0 ATHLETIC DETAILS
12 LA2.1 ATHLETIC DETAILS
LANDSCAPE DETAILS
LD1.0 SITE DETAILS
3 LD1.1 SITE DETAILS
3 LD1.2 SITE DETAILS
LD1.3 SITE DETAILS
LANDSCAPE PLANTING
LP1.0 OVERALL PLANTING PLAN
3 LP1.1 PLANTING ENLARGMENT 1
LP1.2 PLANTING ENLARGMENT 2
LP1.3 PLANTING ENLARGMENT 3
3 LP2.0 PLANTING DETAILS
STRUCTURAL
8 S-1.01 DESIGN DATA GENERAL NOTES
S-1.02 STRUCTURAL LOADING
S-1.03 BUILDING EARTHWORK AND SOIL BORING LOGS
S-1.04 BUILDING SITEWORK PROFILES
8 S-1.11A FOUNDATION PLAN AREA-A
8 S-1.12A FIRST FLOOR FRAMING PLAN AREA - A
8 S-1.13A BALCONY FRAMING PLAN AREA-A
8 S-1.13B FOUNDATION PLAN AREA-B
8 S-1.14C FOUNDATION PLAN AREA-C
8 S-1.15D FOUNDATION PLAN AREA-D
8 S-1.21A LOW ROOF FRAMING PLAN AREA-A
8 S-1.22B SECOND FLOOR FRAMING PLAN AREA-B
8 S-1.23C SECOND FLOOR FRAMING PLAN AREA-C
8 S-1.24D SECOND FLOOR FRAMING PLAN AREA-D
8 S-1.31A ROOF FRAMING PLAN AREA-A
8 S-1.32B ROOF FRAMING PLAN AREA-B
8 S-1.33C ROOF FRAMING PLAN AREA-C
8 S-1.34D ROOF FRAMING PLAN AREA-D
8 S-1.41B HIGH ROOF FRAMING PLAN- AREA B
8 S-1.51 PARTIAL FRAMING PLANS
8 S-2.00 TYPICAL FOUNDATION DETAILS
8 S-2.01 TYPICAL FOUNDATION DETAILS
8 S-2.02 FOUNDATION SECTIONS
8 S-2.03 FOUNDATION SECTIONS
S-3.00 TYPICAL FRAMING DETAILS
8 S-3.01 TYPICAL FRAMING DETAILS
8 S-3.02 FRAMING SECTIONS
8 S-3.03 FRAMING SECTIONS
2 S-3.04 FRAMING SECTIONS
8 S-3.05 FRAMING SECTIONS
2 S-3.06 FRAMING SECTIONS
2 S-3.07 FRAMING SECTIONS
2 S-3.08 FRAMING SECTIONS
8 S-3.09 FRAMING SECTIONS
2 S-3.10 FRAMING SECTIONS
8 S-3.11 FRAMING SECTIONS
2 S-3.12 FRAMING SECTIONS
2 S-3.13 FRAMING SECTIONS
8 S-4.00 LATERAL FRAMING ELEVATIONS AREA-A
S-4.01 LATERAL FRAMING ELEVATIONS AREA-B
S-4.02 LATERAL FRAMING ELEVATIONS AREA-C
S-4.03 LATERAL FRAMING ELEVATIONS AREA-D
8 S-5.00 COLUMN BASE DETAILS
8 S-5.01 COLUMN SCHEDULE AREA-A
8 S-5.02 COLUMN SCHEDULE AREA-B
8 S-5.03 COLUMN SCHEDULE AREA-C AND D
8 S-6.00 BUILDING ELEVATIONS
8 S-6.01 AUDITORIUM TRUSS ELEVATIONS
S-6.02 GYMNASIUM TRUSS ELEVATIONS
8 S-6.03 TRUSS DETAILS
DRAWING LIST
LOCUS
AV-4.05 AV SYSTEMS FUNCTIONAL DIAGRAMS 5
AV-5.01 AV SYSTEMS PANEL DETAILS 1
AV-5.02 AV SYSTEMS PANEL DETAILS 2
AV-5.03 AV SYSTEMS PANEL DETAILS 3
M2.01D LEVEL 1D PIPING PLAN - HVAC
M2.02A LEVEL 2A PIPING PLAN - HVAC
2 M2.02B LEVEL 2B PIPING PLAN - HVAC
M2.02C LEVEL 2C PIPING PLAN - HVAC
M2.02D LEVEL 2D PIPING PLAN - HVAC
2 M3.01 ROOF PLAN PART A - HVAC
3 M3.02 ROOF PLAN PART B - HVAC
M3.03 ROOF PLAN PART C - HVAC
M3.04 ROOF PLAN PART D - HVAC
M4.01 AHU FLOW DIAGRAMS
3 M4.02 HHW & CHW FLOW DIAGRAMS
M5.01 CONTROLS I - HVAC
2 M5.02 CONTROLS II - HVAC
2 M5.03 CONTROLS III - HVAC
2 M5.04 CONTROLS IV - HVAC
2 M5.05 CONTROLS V - HVAC
2 M5.06 CONTROLS VI - HVAC
2 M5.07 CONTROLS VII - HVAC
3 M5.08 CONTROLS VIII - HVAC
M5.09 CONTROLS IX
M5.10 CONTROLS X
VIBRATION & SEISMIC
VS1.1 VIBRATION & SEISMIC DETAILS - MEP
ELECTRICAL
E-0.01 ELECTRICAL SYMBOL LIST
1 E-0.02 LIGHTING FIXTURE SCHEDULE & NOTES
E-0.02A AUTOMATED LIGHTING CONTROL RISER & DETAILS
2 E-0.03 ELECTRICAL SITE PLAN
2 E-0.04 ELECTRICAL SITE DETAILS
2 E-0.05 ELECTRICAL SITE DETAILS
3 E-1.11A FIRST FLOOR PLAN - PART A - LIGTHING
3 E-1.11B FIRST FLOOR PLAN - PART B - LIGTHING
2 E-1.11C FIRST FLOOR PLAN - PART C - LIGTHING
2 E-1.11D FIRST FLOOR PLAN - PART D - LIGTHING
E-1.12A SECOND FLOOR PLAN - PART A - LIGTHING
E-1.12B SECOND FLOOR PLAN - PART B - LIGTHING
3 E-1.12C SECOND FLOOR PLAN - PART C - LIGTHING
3 E-1.12D SECOND FLOOR PLAN - PART D - LIGTHING
E-2.11A FIRST FLOOR PLAN - PART A - POWER
3 E-2.11B FIRST FLOOR PLAN - PART B - POWER
3 E-2.11C FIRST FLOOR PLAN - PART C - POWER
E-2.11D FIRST FLOOR PLAN - PART D - POWER
2 E-2.12A SECOND FLOOR PLAN - PART A - POWER
3 E-2.12B SECOND FLOOR PLAN - PART B - POWER
E-2.12C SECOND FLOOR PLAN - PART C - POWER
E-2.12D SECOND FLOOR PLAN - PART D - POWER
3 E-2.13 ROOF POWER PLAN
E-2.14 LIGHTNING PROTECTION DETAILS
2 E-3.00 ELECTRICAL & IDF ROOMS PART PLANS - POWER
3 E-3.01 ONE - LINE POWER RISER
3 E-3.02 ELECTRICAL PANEL SCHEDULES
E-3.03 ELECTRICAL DETAILS
E-3.04 ELECTRICAL DETAILS
E-3.05 ELECTRICAL DETAILS
E-3.06 GROUNDING RISERS DIAGRAM
2 E-3.07 MECHANICAL & PLUMBING POWER CONNECTIONS SCHEDULES
E-3.08 KITCHEN PART PLAN, SCHEDULE & DETAILS
E-4.00 FIRE ALARM RISER DIAGRAM
2 E-4.11A FIRST FLOOR PLAN - PART A - FIRE ALARM
2 E-4.11B FIRST FLOOR PLAN - PART B - FIRE ALARM
2 E-4.11C FIRST FLOOR PLAN - PART C - FIRE ALARM
2 E-4.11D FIRST FLOOR PLAN - PART D - FIRE ALARM
2 E-4.12A SECOND FLOOR PLAN - PART A - FIRE ALARM
2 E-4.12B SECOND FLOOR PLAN - PART B - FIRE ALARM
2 E-4.12C SECOND FLOOR PLAN - PART C - FIRE ALARM
2 E-4.12D SECOND FLOOR PLAN - PART D - FIRE ALARM
E-5.00 SECURITY SYMBOL LIST
E-5.01 OVERALL SITE SECURITY PLAN
1 E-5.11A FIRST FLOOR PLAN - PART A - SECURITY
1 E-5.11B FIRST FLOOR PLAN - PART B - SECURITY
1 E-5.11C FIRST FLOOR PLAN - PART C - SECURITY
1 E-5.11D FIRST FLOOR PLAN - PART D - SECURITY
E-5.12A SECOND FLOOR PLAN - PART A - SECURITY
E-5.12B SECOND FLOOR PLAN - PART B - SECURITY
E-5.12C SECOND FLOOR PLAN - PART C - SECURITY
E-5.12D SECOND FLOOR PLAN - PART D - SECURITY
3 E-5.13 OVERALL ROOF SECURITY PLAN
E-5.20 SECURITY RISER DIAGRAM AND DETAILS
E-5.21 SECURITY DETAILS
E-5.22 SECURITY DETAILS
TECHNOLOGY
T-0.01 TECHNOLOGY SYMBOL LIST
T-1.11A FIRST FLOOR PLAN - PART A - TECHNOLOGY
3 T-1.11B FIRST FLOOR PLAN - PART B - TECHNOLOGY
T-1.11C FIRST FLOOR PLAN - PART C - TECHNOLOGY
T-1.11D FIRST FLOOR PLAN - PART D - TECHNOLOGY
T-1.12A SECOND FLOOR PLAN - PART A - TECHNOLOGY
3 T-1.12B SECOND FLOOR PLAN - PART B - TECHNOLOGY
T-1.12C SECOND FLOOR PLAN - PART C - TECHNOLOGY
T-1.12D SECOND FLOOR PLAN - PART D - TECHNOLOGY
T-2.01 TECHNOLOGY RISER
T-2.02 TECHNOLOGY RISER
T-3.00 TECHNOLOGY DETAILS
T-3.01 TECHNLOGY DETAILS
2 T-3.02 DATA ROOMS PART PLANS - TECHNOLOGY
THEATRICAL LIGHTING
1 TL-100 STAGE LIGHTING TITLE PAGE
TL-101 STAGE LIGHTING CONTROL DIAGRAM
TL-102 STAGE LIGHTING POWER DIAGRAM
TL-103 STAGE LIGHTING DISTRUBTION LAYOUT
1 TL-104 STAGE LIGHTING DISTRUBTION DETAILS
TL-105 STAGE LIGHTING RELAY & NETWORK RACKS
TL-106 STAGE LIGHTING LIGHT PLOT
Tl-107 STAGE LIGHTING CAFETERIA
THEATRICAL RIGGING
TR-100 STAGE RIGGING TITLE PAGE
TR-101 STAGE RIGGING PLAN
TR-102 STAGE RIGGING SECTION
1 TR-103 STAGE RIGGING STAGE DRAPERIES AUDITORIUM
1 TR-104 STAGE RIGGING STAGE DRAPERIES AUDITORIUM
TR-105 STAGE RIGGING CAFETERIA
1 TR-106 STAGE RIGGING STAGE DRAPERIES CAFETERIA
TR-107 STAGE RIGGING AUDITORIUM, ADJ. PROSCENIUM PNL
TR-108 STAGE RIGGING AUDITORIUM, ORCHESTRA CLG PNLS
AUDIO VISUAL
AV-0.01 AV SYSTEMS KEYS, NOTES & SCHEDULES
AV-0.02 AV SYSTEMS CONDUIT RISERS
AV-0.03 AV SYSTEMS DETAILS
AV-1.11A AV SYSTEMS FIRST FLOOR PLAN - PART A
AV-1.11B AV SYSTEMS FIRST FLOOR PLAN - PART B
AV-1.12A AV SYSTEMS SECOND FLOOR PLAN - PART A
AV-1.12B AV SYSTEMS SECOND FLOOR PLAN - PART B
AV-2.11A AV SYSTEMS SECOND FLOOR REFLECTED CEILING PLAN
AV-3.11 AV SYSTEMS SECTIONS
AV-4.00 AV SYSTEMS DIAGRAM KEYS & DETAILS
AV-4.01 AV SYSTEMS FUNCTIONAL DIAGRAMS 1
AV-4.02 AV SYSTEMS FUNCTIONAL DIAGRAMS 2
AV-4.03 AV SYSTEMS FUNCTIONAL DIAGRAMS 3
AV-4.04 AV SYSTEMS FUNCTIONAL DIAGRAMS 4
FINISHES, FIXTURES & EQUIPMENT
FC-111A 1ST FLR PLAN PART A CASEWORK
FC-111B 1ST FLR PLAN PART B CASEWORK
3 FC-111C 1ST FLR PLAN PART C CASEWORK
FC-111D 1ST FLR PLAN PART D CASEWORK
FC-112B 2ND FLR PLAN PART B CASEWORK
3 FC-112C 2ND FLR PLAN PART C CASEWORK
FC-112D 2ND FLR PLAN PART D CASEWORK
3 FC-210 CASEWORK ELEVATIONS
3 FC-211 CASEWORK ELEVATIONS
ELEVATOR
VT.01 ELEVATOR 1 HOISTWAY & SECTION
VT.02 ELEVATOR 2 HOISTWAY & SECTION
FOODSERVICE
FS-1.00 FOODSERVICE EQUIPMENT SCHEDULE
FS-1.11A FOODSERVICE EQUIPMENT PLAN
FS-1.21A FOODSERVICE EQUIPMENT ROUGH-IN PLAN
FS-1.31A FOODSERVICE EQUIPMENT VENTILATION ROUGH-IN PLAN
FS-1.41A FOODSERVICE EQUIPMENT SPECIAL CONDITIONS PLAN
FS-2.01 FOODSERVICE EQUIPMENT ELEVATIONS
FS-2.02 FOODSERVICE EQUIPMENT DETAILS
FIRE PROTECTION
2 FP-1.001 FIRE PROTECTION LEGEND AND DETAILS
3 FP-1.11A FIRST FLOOR - AREA A FIRE PROTECTION PLAN
3 FP-1.11B FIRST FLOOR - AREA B FIRE PROTECTION PLAN
2 FP-1.11C FIRST FLOOR - AREA C FIRE PROTECTION PLAN
3 FP-1.11D FIRST FLOOR - AREA D FIRE PROTECTION PLAN
2 FP-1.12A SECOND FLOOR - AREA A FIRE PROTECTION PLAN
2 FP-1.12B SECOND FLOOR - AREA B FIRE PROTECTION PLAN
2 FP-1.12C SECOND FLOOR - AREA C FIRE PROTECTION PLAN
2 FP-1.12D SECOND FLOOR - AREA D FIRE PROTECTION PLAN
PLUMBING
P-0.01 PLUMBING SCHEDULES AND LEGEND
P-1.11A FIRST FLOOR - AREA A UNDERSLAB PLUMBING PLAN
3 P-1.11B FIRST FLOOR - AREA B UNDERSLAB PLUMBING PLAN
P-1.11C FIRST FLOOR - AREA C UNDERSLAB PLUMBING PLAN
P-1.11D FIRST FLOOR - AREA D UNDERSLAB PLUMBING PLAN
3 P-1.12A FIRST FLOOR - AREA A PLUMBING PLAN
8 P-1.12B FIRST FLOOR - AREA B PLUMBING PLAN
P-1.12C FIRST FLOOR - AREA C PLUMBING PLAN
P-1.12D FIRST FLOOR - AREA D PLUMBING PLAN
P-1.13A SECOND FLOOR - AREA A PLUMBING PLAN
8 P-1.13B SECOND FLOOR - AREA B PLUMBING PLAN
P-1.13C SECOND FLOOR - AREA C PLUMBING PLAN
P-1.13D SECOND FLOOR - AREA D PLUMBING PLAN
P-1.14A ROOF - AREA A PLUMBING PLAN
P-1.14B ROOF - AREA B PLUMBING PLAN
P-1.14C ROOF - AREA C PLUMBING PLAN
P-1.14D ROOF - AREA D PLUMBING PLAN
P-2.01 PLUMBING DETAILS
3 P-2.02 PLUMBING DETAILS
3 P-2.03 GAS RISER DIAGRAM
P-2.04 WATER RISER DIAGRAMS
P-2.05 WATER RISER DIAGRAMS
P-2.06 WATER RISER DIAGRAMS
P-2.07 WASTE AND VENT RISER DIAGRAMS
P-2.08 WASTE AND VENT RISER DIAGRAMS
P-2.09 WASTE AND VENT RISER DIAGRAMS
8 P-2.10 ENLARGED KITCHEN PLANS
MECHANICAL
1 M0.01 DETAILS I - HVAC
M0.02 DETAILS II - HVAC
3 M0.03 DETAILS III - HVAC
M0.04 DETAILS IV - HVAC
M0.05 DETAILS V - HVAC
2 M0.06 SCHEDULES I - HVAC
3 M1.01A LEVEL 1A DUCTWORK PLAN - HVAC
2 M1.01B LEVEL 1B DUCTWORK PLAN - HVAC
1 M1.01C LEVEL 1C DUCTWORK PLAN - HVAC
1 M1.01D LEVEL 1D DUCTWORK PLAN - HVAC
M1.02A LEVEL 2A DUCTWORK PLAN - HVAC
3 M1.02B LEVEL 2B DUCTWORK PLAN - HVAC
3 M1.02C LEVEL 2C DUCTWORK PLAN - HVAC
1 M1.02D LEVEL 2D DUCTWORK PLAN - HVAC
3 M1.03A AUDITORIUM SUB-SLAB DUCTWORK
M2.01A LEVEL 1A PIPING PLAN - HVAC
3 M2.01B LEVEL 1B PIPING PLAN - HVAC
M2.01C LEVEL 1C PIPING PLAN - HVAC
VOLUME 2
VOLUME 1
VOLUME 1
VOLUME 1
CooktopJTJTJTJTJTJTFECFECFECFEC
FEC
FEC
FECFEC
FEC
FEC
FECFECFEC FECFECFECFEC
FECCooktopCooktopJTJTJT
JTJT
FECFECFECFECFECFECFECFECFEC
FECFECFECFECFECFECFEC
FECFECFECFECFEC FECFECFECFEC FECFECFEC FECFECFEC
FEC
FECFECFECFECFECFEC
FEC
FECFEC
JTJTJTJTJTJTJTJTJTJT• ACCESSIBILITY
• BUILDING
• ELECTRICAL
• ELEVATORS
• FIRE PREVENTION
• MECHANICAL
• PLUMBING
• ENERGY CONS.
MASS. ARCHITECTURAL ACCESS BOARD REGULATIONS (MAAB), 521-CMR.
MASS. STATE BUILDING CODE (MSBC), 780 CMR NINTH EDITION (2015 IBC)
MASS. ELECTRICAL CODE, 527 CMR, 12.00. (2020 NATIONAL ELECTRICAL CODE)
MASS. ELEVATOR REGULATIONS, 524 CMR (LATEST EDITION) (2013 ASME A17.1)
MASS. FIRE PREVENTION REGULATIONS (MFPR), 527 CMR. (2015 NFPA 1)
2015 INTERNATIONAL MECHANICAL CODE (IMC)
248 CMR MASS. FUEL GAS AND PLUMBING CODES
2018 INTERNATIONAL ENERGY CONSERVATION CODE
APPLICABLE CODES
THE FOLLOWING CODES ARE APPLICABLE TO THIS PROJECT:
OCCUPANCY CLASSIFICATION
THE GYMNASIUM, CAFETERIA AND AUDITORIUM COULD BE USED FOR NON-SCHOOL EVENTS, THUS THE
BUILDINGS MUST INCLUDE AN ASSEMBLY OCCUPANCY CLASSIFICATION (780 CMR 303.1.3). PER 780 CMR
TABLE 508.8, THE USES CAN BE CONSIDERED SEPARATED USES WITH NO FIRE RATED SEPARATION.
HEIGHT AND AREA LIMITATIONS
MEANS OF EGRESS
FUNCTION OF SPACE FLOOR AREA IN SF PER OCCUPANT
ACCESSORY STORAGE
MECHANICAL EQUIPMENT ROOM 300 GROSS
MAXIMUM FLOOR AREA ALLOWANCES - TABLE 1004.1.2
STORAGE ROOMS, TOILET
ROOMS, CORRIDORS
ASSEMBLY WITH FIXED SEATING
ASSEMBLY CONCENTRATED
CHAIRS ONLY - NOT FIXED
ASSEMBLY
STANDING SPACE
ASSEMBLY UNCONCENTRATED
TABLES AND CHAIRS
BUSINESS AREAS
EDUCATIONAL
CLASSROOM AREA
N/A
EQUALS NUMBER OF FIXED SEATS
INSTALLED HEREIN
7 NET
5 NET
15 NET
100 GROSS
20 NET
EDUCATIONAL
SHOPS AND OTHER VOCATIONAL AREA 50 NET
EXERCISE ROOMS 50 GROSS
KITCHENS - COMMERCIAL 200 GROSS
STAGES & PLATFORMS 15 NET
ACADEMIC BUILDING
• USE GROUP E (SCHOOL)
• ACCESSORY: USE GROUP S-1 (STORAGE)
GYMNASIUM BUILDING
• USE GROUP A-3 (GYMNASIUM)
• ACCESSORY: USE GROUP S-1 (STORAGE)
AUDITORIUM / ADMINISTRATION BUILDING
• USE GROUP A-1 (AUDITORIUM)
• USE GROUP A-3 (CAFETERIA)
• USE GROUP E (SCHOOL)
• ACCESSORY: USE GROUPS B (OFFICE) AND S-1 (STORAGE)
MINIMUM CONSTRUCTION TYPE
ACADEMIC AND GYMNASIUM BUILDINGS
• TYPE IIB CONSTRUCTION (NONCOMBUSTIBLE, NO FIRE RESISTANCE RATING)
AUDITORIUM / ADMINISTRATION BUILDING
• TYPE IIA CONSTRUCTION (NONCOMBUSTIBLE, 1 HOUR FIRE RESISTANCE RATING
CODE REFERENCE
USE GROUP E
780 CMR Tables 504.3, 504.4 & 506.2:
Tabular Value 3 ST. (75 FT)
ACADEMIC BUILDING
43,500 FT2
HEIGHT AREA
780 CMR Section 506.3
Frontage Increase
(75% Open Frontage, 50% Increase)
-- 7,250 FT
2
HEIGHT AND AREA ALLOWED 3 ST. (75 FT) 50,750 FT
2
ACTUAL HEIGHT AND AREA 2 ST. 50,543 FT2
CODE REFERENCE
USE GROUP A-1
780 CMR Tables 504.3, 504.4 & 506.2:
Tabular Value for TYPE IIA 4 ST. (85 FT)
AUDITORIUM / ADMINISTRATION BUILDING
46,500 FT2
HEIGHT AREA
780 CMR Section 506.3
Frontage Increase
(70% Open Frontage, 45% Increase)
-- 6,975 FT
2
HEIGHT AND AREA ALLOWED 4 ST. (85 FT) 53,475 FT
2
ACTUAL HEIGHT AND AREA 2 ST. 52,303 FT2
CODE REFERENCE
USE GROUP E
780 CMR Tables 504.3, 504.4 & 506.2:
Tabular Value 3 ST. (75 FT)
GYMNASIUM BUILDING
38,000 FT2
HEIGHT AREA
780 CMR Section 506.3
Frontage Increase
(70% Open Frontage, 45% Increase)
-- 4,275 FT
2
HEIGHT AND AREA ALLOWED 3 ST. (75 FT) 42,275 FT
2
ACTUAL HEIGHT AND AREA 1 ST. 17,329 FT2
USE GROUP A-3
4 ST. (85 FT) 46,500 FT
2
HEIGHT AREA
-- 6,975 FT
2
4 ST. (85 FT) 53,475 FT
2
2 ST. 52,303 FT2
USE GROUP E
4 ST. (85 FT) 79,500 FT
2
HEIGHT AREA
-- 11,925 FT
2
4 ST. (85 FT) 91,425 FT
2
2 ST. 52,303 FT2
CODE SUMMARY
FIRE RESISTANCE RATING OF STRUCTURAL ELEMENTS
TABLE 6.01-2: FIRE RESISTANCE RATING OF STRUCTURAL ELEMENTS (CONSTRUCTION TYPE IIB)
STRUCTURE ELEMENT REQUIRED PROVIDED
EXTERIOR WALLS 0 0
LOAD BEARING 0 N/A
NON-LOAD BEARING 0 0
FIRE WALL AND PARTY WALLS 2 2
FIRE SEPARATION ASSEMBLIES 0 0
FIRE ENCLOSURE OF EXITS (IF REQUIRED) 1 N/A
SHAFTS 1 1
MIXED USE SEPARATION 0 0
OTHER SEPARATION ASSEMBLIES 0 0
OTHER NON-LOAD BEARING PARTITIONS 0 0
INTERIOR BEARING WALLS. BEARING PARTITION 0 N/A
COLUMNS, GIRDERS, TRUSSES AND FRAMING 0 0
FLOOR CONSTRUCTION INCLUDING BEAMS 0 0
ROOF CONSTRUCTION 0 0
TABLE 6.01-2: FIRE RESISTANCE RATING OF STRUCTURAL ELEMENTS (CONSTRUCTION TYPE IIA)
STRUCTURE ELEMENT REQUIRED PROVIDED
EXTERIOR WALLS 0 0
LOAD BEARING 1 N/A
NON-LOAD BEARING 0 0
FIRE WALL AND PARTY WALLS 2 2
FIRE SEPARATION ASSEMBLIES 0 0
FIRE ENCLOSURE OF EXITS (IF REQUIRED) 1 N/A
SHAFTS 1 1
MIXED USE SEPARATION 0 0
OTHER SEPARATION ASSEMBLIES 0 0
OTHER NON-LOAD BEARING PARTITIONS 0 0
INTERIOR BEARING WALLS. BEARING PARTITION 1 N/A
COLUMNS, GIRDERS, TRUSSES AND FRAMING 1 1
FLOOR CONSTRUCTION INCLUDING BEAMS 1 1
ROOF CONSTRUCTION 1 1
DESIGN OCCUPANT LOAD (PROJECTED, ACTUAL) USED FOR PURPOSE OF
COMPUTING QUANTITY OF FIXTURES REQUIRED IS AS FOLLOWS:
• STUDENTS
• FACULTY
• KITCHEN
• CAFETORIUM
• AUDITORIUM
• GYMNASIUM
940
175 (WIXON 85 + MMS 90)
15
477
888 (750 SEATS +138 STAGE)
1354 (INCLUDES ADAPTIVE PE)
470 MALE
88 MALE
UNISEX
239 MALE
444 MALE
677 MALE
470 FEMALE
88 FEMALE
UNISEX
239 FEMALE
444 FEMALE
677 FEMALE
DESIGN OCCUPANT LOAD
PLUMBING FIXTURE CALCULATION
120,597 GSF
120,597.06 SF
Area
65,114.40 SF
Area
65,114 GSF
49,879.74 SF
Area
14,653.61 SF
Area
TYPE
IIA
TYPE
IIB
50,536.41 SF
Area
17,002.86 SF
Area
52,302.15 SF
Area
TYPE
IIA
TYPE
IIB
TYPE
IIB
SHADED AREAS = 1 HOUR FIRE
RATED ROOF STRUCTURE
(INCLUDING SUPPORTING COLUMNS)
WHITE AREAS = UNRATED ROOF
STRUCTURE
3
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/19/2021 11:19:08 AMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
G-0.10
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
CODE ANALYSIS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
FIRST GROSS FLOOR AREASECOND FLOOR GROSS AREA
SECOND FLOOR BUILDING SEPARATION
FIRST FLOOR BUILDING SEPARATION
A B
C
D
Mass Plumbing Code
MIN. PLUMBING FIXTURE REQUIREMENTS
OCCUPANCY
OCC.
(HALF)
WATER CLOSETS LAVATORIES MALE URINALS DRINKING FOUNTAINS SPED
SINGLE FIXT
TOILETS W/
LAVSTYPE
MALE FEMALE MALE FEMALE
1 PER REQ'D 1 PER REQ'D1 PER REQ'D 1 PER REQ'D 1 PER REQ'D 1 PER REQ'D
TYPICAL USE - STUDENTS (470 MINUS 30 SPED STUDENTS) 440 60 8 30 15 60 8 60 8 60 8 75 13 7
TYPICAL USE - SEPARATE STAFF FIXTURES 88 25 4 20 5 40 3 40 3 33% sub -- --
GRAND TOTALS (MINIMUM REQUIRED) 12 20 11+ 11+ 8 13 7
GRAND TOTALS (PROVIDED) 22 38 29 30 16 14 7
Mass Plumbing Code
MIN. PLUMBING FIXTURE REQUIREMENTS
OCCUPANCY
OCC.
(HALF)
WATER CLOSETS LAVATORIES MALE URINALS DRINKING FOUNTAINS SPED
SINGLE FIXT
TOILETS W/
LAVSTYPE
MALE FEMALE MALE FEMALE
1 PER REQ'D 1 PER REQ'D1 PER REQ'D 1 PER REQ'D 1 PER REQ'D 1 PER REQ'D
GYMNASIUM (COMMUNITY) 677 600 1.13 200 3.39 not specified not specified 200 3.39 -- --
CAFETORIUM (COMMUNITY) 239 600 0.40 200 1.20 not specified not specified 200 1.20 -- --
GRAND TOTALS (MINIMUM REQUIRED) 1,360 3 7 not specified not specified 7
GRAND TOTALS (PROVIDED) 4 10 7 7 7 4
- STUDENTS AND STAFF
- COMMUNITY FUNCTIONS
AUDITORIUM (COMMUNITY) 444 600 0.74 200 2.22 not specified not specified 200 2.22 -- --
BUILDING GROSS SQUARE FOOTAGE
FLOOR GSF
FIRST FLOOR 120,597 SF
SECOND FLOOR 65,114 SF
185,711 SF
LIFE SAFETY GSF
CONSTRUCTION TYPE GSF
IIA 66,955.75 SF
IIB 117,419.00 SF
184,374.75 SF
"PROVIDED" TOTALS INCLUDE FIXTURES IN THREE
PAIRS OF "COMMUNITY AREA" TOILET ROOMS
`
`
2,877 GSF IN CONNECTORS NOT INCLUDED
3 2/18/21 ADDENDUM 3
FIRE RATED ROOF STRUCTURE DIAGRAM
SM SMSM SM SM SM
SC SCSC SC SC SC
DN
UP JTJTJT
JTJT
FECFECFECFECFECFECFECFECFEC
FECFECFECFECFECFECFEC
FECFECFECFECFEC FECFECFECFEC FECFECFEC FECFECFEC
FEC
FECFECFECFECFECFEC
FEC
FECFEC
JTJTJTJTJTJTJTJTJTJTROOM NUMBER
ROOM NAME
ROOM OCCUPANCY
ROOM AREA-NET OR GROSS AS REQ'D PER CODE
ROOM USE GROUP
ACTUAL EGRESS OCCUPANCY OF DOOR
ROOM USE OCCUPANCY LOAD
EGRESS COMPONENT CAPACITY
OCCUPANCY CALCULATION
CALCULATED OCCUPANCY
OCCUPANCY LOAD FACTOR
MAXIMUM TRAVEL DISTANCE
FROM FURTHEST POINT56'-0"
2 DIRECTION OF TRAVEL
WITH ACCUMULATED OCCUPANCY LOAD
SMOKE PARTITION
SMOKE BARRIER
1 - HOUR FIRE BARRIER
2 - HOUR FIRE WALL
FEC
FEW
STP
FIRE EXTINGUISHER AND CABINET
FIRE EXTINGUISHER AND WALL MOUNTING BRACKET
STAND PIPE
EXIT SIGN (SINGLE SIDED, DOUBLE SIDED, W/ DIRECTIONAL
ARROW, WALL MOUNTED)
MAXIMUM ALLOWABLE EGRESS OCCUPANCY OF EXIT
AREA IN SQUARE FEET=150 SF Total##
Rm. No.Room Name
Use Group Area Occupancy
101 NAME
1500 SF LOADUSE
MAX MAX
#
101 DOOR NUMBER
Room Name
0-1001
#
ROOM NUMBER
ROOM NAME
ROOM OCCUPANCY
ROOM AREA-NET OR GROSS AS REQ'D PER CODE
LIFE SAFETY SYMBOLS LEGEND
8
50,536.41 SF
Area
17,002.86 SF
Area
52,302.15 SF
Area
ART CR
B141
24
ART CR
B139
24
ART WORKROOM
B140
2
ART KILN
B140A
2
MUSIC
A102
74
MUSIC
A104
90
MUSIC ENSEMBLE
A106A
6
MUSIC
A106
22
GENERAL CR
C119
45
GENERAL CR
C117
45
GENERAL CR
C108
45
HEALTH
C109
45
SPED CC
C114
47
CC STORAGE
C114B
1
SCIENCE CR
C106
24
SM GRP / EL
RESOURCE
C115
23
WRLD LANG
C111
45
GENERAL CR
C110
45
GENERAL CR
C104
45
GENERAL CR
C102
45
GENERAL CR
C101
45
TEACHER WORK
C129
3
OT STOR
B138A
1
DOS
C116
2
ELECTRICAL
C128
1
GENERAL CR
D113
45
GENERAL CR
D120
45
AP2
D134
2
GENERAL CR
D111
45
SPED RESOURCE
D116
20
GENERAL CR
D112
45
GENERAL CR
D110
45
SPED SAILS
D108
45
SPED RESOURCE
D106
20
GENERAL CR
D104
45
GENERAL CR
D105
45
GENERAL CR
D107
45
SCIENCE CR
D109
24
PREP
D109A
1
SOC WRK STOR
D126
1
SOC WORK
D124
2
GENERAL CR
D103
45
GENERAL CR
D101
45
GENERAL CR
D102
45
SPEECH
D115
2
ELECTRICAL
D125
1
CONF RM
B103
23
GEN OFFICE
B102
3
COPY RM
B106
1
PRINCIPAL
B105
2 PSYCH
B107
2 TEAM LEADER
B109
2 RECORDS
B111
2
PRINCIPAL WAIT
B104
3
STAFF LUNCH
A120
19
SPED OT
B138
23
PREP
C106A
1
MAKER SPACE
C125
17
STAGE
A116A
80
CUST WORK
A117
13
KITCH OFF
A119B
1
USDA DRY
STORAGE
A119C
1
USDA FREEZER
A119D
1
CAF STORAGE
A115
2
FLEXIBLE
LEARNING
C100A
10
FLEXIBLE
LEARNING
C100B
7
MAKER SPACE
C137
18
FLEXIBLE
LEARNING
C100C
7
READING STOR
C133
1
CUST STOR
C134
1
SPED RESOURCE
C112
26
GYMNASIUM
B123
1470
GYM LOCKERS 6-7
B129
18
HEALTH OFF
B124A
2
CHANGING ROOM
B131
10
ADAPTIVE PE
B125
28
SRO OFFICE
B122
3
GYM LOCKERS 4-5
B126
14
GYM STOR
C135
1
ELECTRICAL
A118
1
SPED STAR II
D114
45
GENERAL CR
D118
45
SM GRP / EL
RESOURCE
C113
21
GENERAL CR
C103
45
SPED RESOURCE
C105
22
SPED RESOURCE
C107
22
FLEXIBLE
LEARNING
C100D
9
KITCHEN
A119
12
KITCHEN
A119E
1
KITCHEN
A119F
1
MATTACHEESE COURTYARD
CRT-1
WIXON COURTYARD
CRT-2
FLEXIBLE
LEARNING
D100A
9 STOR
D119
1
FLEXIBLE
LEARNING
D100B
9
FLEXIBLE
LEARNING
D100C
9
EMERG ELEC
D127
1
IDF
D123
1
FLEXIBLE
LEARNING
D100D
10
WATER/FIRE
SERVICE
A103
1 IDF
A107
1
AUDITORIUM
A109
778
OPEN WORK
B104A
2
NURSE OFFICE
B112B
1
NURSE OFFICE
B112C
1
RESTING
B112D
2
RESTING
B112E
2
EXAM ROOM
B112F
1
CONF RM
B119
23
GEN OFFICE
B120
3COPY RM
B118
1OPEN WORK
B116A
2TEAM LEADER
B113
2 PSYCH
B115
2 PRINCIPAL
B117
2
CHANGING ROOM
B128
10 GYM STOR
B127
1
GN CHANGE
B129A
3
CAFETORIUM
A116
457
TEAM UNIFORM
B124
1
ELECTRICAL
B133
1
POSTED OCC. = 64
POSTED OCC. = 100
=960 MAX
565
EXT03
=960 MAX
952
EXT01
=480 MAX
28
EXT28
=480 MAX
382
EXT27
=480 MAX
382
EXT26
=480 MAX
87
EXT37
=480 MAX
86
EXT34
=480 MAX
96
EXT19
=560 MAX
186
EXT16
=480 MAX
195
EXT11
=480 MAX
66
EXT10
=480 MAX
231
EXT08
IDF
C130
1
MUSIC ENSEMBLE
A104A
6
ECR
C126
1
EMERG ELEC
C127
1
AUDITORIUM
A109F
133
383 occs382 occs186 occs194 occs68 occs194 occs194 occs195 occs231 occs2 occ
123 occs
124 occs
32 occs32 occs86 occs
87 occs
142 occs
142 occs
96 occs
96 occs
3 occs
(STAGE)50 occs50 occsTOTAL OCCUPANT
LOAD - LEVEL 1D: 743
TOTAL OCCUPANT
LOAD - LEVEL 1C: 781
TOTAL OCCUPANT
LOAD - LEVEL 1B: 1,838
TOTAL OCCUPANT
LOAD - LEVEL 1A: 1,702
=480 MAX
97
EXT24
27' - 9"NOTE: 28' DEAD END
PERMITTED SINCE
<2.5 TIMES
CORRIDOR WIDTH
=640 MAX
124
D100B
=640 MAX
123
D100A
640 MAX
96
B101C
NOTE: INCLUDES
COURTYARD BUT DOES NOT
INCLUDE 192 OCCUPANTS
FROM 1C
NOTE: DOES NOT INCLUDE
173 OCCUPANTS FROM 1D
PRINCIPAL WAIT
B116
3
NURSE OFFICE /
WAITING
B112
15
SCHOOL STORE
B101A
1
EXT13
=480 MAX
17
EXT15
14
=240 MAX
104122208=960 MAX
426
EXT06
ELECTRICAL
A125
1
=480 MAX
248
EXT39
=480 MAX
248
EXT38
=640 MAX
86
C100C
=560 MAX
87
C100D
=640 MAX
142
C100A
=640 MAX
142
C100B
640 MAX
96
B101B38 occs51 occ
50 occ 38 occs=480 MAX
286
EXT33
=480 MAX
285
EXT32
371 occ
ISOLATION
B112J
1
8
8
8
8
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/16" = 1'-0"3/1/2021 10:28:09 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
G-1.01
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
LIFE SAFETY PLAN -
FIRST FLOOR
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
1/16" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
1 FIRST FLOOR OCCUPANCY & EGRESS PLAN
A B
C
D
8 3/1/21 ADDENDUM 8
DNDNUPJTJTJTJTJTJTFECFECFEC
FECFECFECFECFECFECFECFECFEC
FECFECFECFECFECFECSM SMSM SM SM SMSC SCSC SC SC SC49,927.03 SFArea14,653.61 SFAreaMAKER SPACEC22517MAKER SPACEC23518GENERAL CRC21745GENERAL CRC21445GOSNOLDC2382SPED NECCC21245GENERAL CRC21545READING STORC2361HEALTHC21345SM GRP / ELRESOURCEC20825PREPC210A1SCIENCE CRC21024PREPC206A1TEACHER WORKC2293WRLD LANGC21145WRLD LANGC20945SPED RESOURCEC20322SPED RESOURCEC20522WRLD LANGC20745GENERAL CRC20145GENERAL CRC20245GENERAL CRC20445AP1C2162ELECTRICALC2281EMERG ELECC2271GENERAL CRD21345GENERAL CRD21145SPED STAR IID21845GENERAL CRD22045AP1D2342PREPD209A1GENERAL CRD21445GENERAL CRD21245GENERAL CRD21045SCIENCE CRD20724SM GRP / ELRESOURCED20525PREPD207A1SPED SAILSD20845SPED RESOURCED20620GENERAL CRD20445SPEECHD2152GENERAL CRD20145SPED BEHD20345STORD2191SPED RESOURCED21620IT DIRECTORB2173IT SECRETARYB216A1IT TECH WORKB2166IT EQUIPMENTB2181MDFB2201MECHANICALB2193FLEXIBLELEARNINGC200A7ECRB2121CUST STORB2023CUST STORC2331FLEXIBLELEARNINGC200B7FLEXIBLELEARNINGC200C8FLEXIBLELEARNINGC200D7FLEXIBLELEARNINGD200A7FLEXIBLELEARNINGD200D10FLEXIBLELEARNINGB200C12AUDITORIUMA109778FLEXIBLELEARNINGD200B9SCIENCE CRC20624SCIENCE CRD20924FLEXIBLELEARNINGD200C9SOC WORKD2242SOC WRK STORD2261GENERAL CRD20245IDFC2301GUID WAIT RMB2218GUIDB2242GUIDB2232GUID STORB2221IEP SM CONFB20110MEDIA CENTERB20382COMPUTER LABB20643IEP LRG CONFB20720INNOVATION /MEDIA LABB2053RECORDINGB205B4RECORDINGB205A2MEDIA WORKB2046ELECTRICALD2251IDFD2231TOTAL OCCUPANT LOAD - LEVEL 2D: 700TOTAL OCCUPANT LOAD - LEVEL 2C: 690TOTAL OCCUPANT LOAD - LEVEL 2B: 214=640 MAX95C200B=640 MAX95C200A300 occs300 occs300 occs300 occs=640 MAX50D200A=640 MAX50D200BST-B1B202 occs=640 MAX95B200B=640 MAX95B200A=640 MAX67C200C=640 MAX69C200DSTAIR D2CAPACITY: 300REQ'D WIDTH 60"PROVIDED WIDTH: 60"STAIR C2CAPACITY: 300REQ'D WIDTH 60"PROVIDED WIDTH: 60"STAIR C1CAPACITY: 300REQ'D WIDTH 60"PROVIDED WIDTH: 60"STAIR D1CAPACITY: 300REQ'D WIDTH 60"PROVIDED WIDTH: 60"STAIR B1CAPACITY: 202REQ'D WIDTH 41"PROVIDED: 48"STAIR C1CAPACITY: 202REQ'D WIDTH 41"PROVIDED: 116"NOTE: DOES NOT INCLUDE 100 OCCUPANTS FROM 2DNOTE: DOES NOT INCLUDE 190 OCCUPANTS FROM 2C10' - 0"NOTE: RATED PORTION OF WALL TO EXTEND 10' INTO GYMNASIUM BUILDING INCLUDING SUPPORTING CONSTRUCTION 7450220202=240 MAXCAF STORAGEA115247'TRAVEL DISTANCE = 247'221'TRAVEL DISTANCE = 221'ROOM NUMBERROOM NAMEROOM OCCUPANCYROOM AREA-NET OR GROSS AS REQ'D PER CODEROOM USE GROUPACTUAL EGRESS OCCUPANCY OF DOORROOM USE OCCUPANCY LOADEGRESS COMPONENT CAPACITYOCCUPANCY CALCULATIONCALCULATED OCCUPANCYOCCUPANCY LOAD FACTORMAXIMUM TRAVEL DISTANCEFROM FURTHEST POINT120'2DIRECTION OF TRAVEL WITH ACCUMULATED OCCUPANCY LOADSMOKE PARTITIONSMOKE BARRIER1 - HOUR FIRE BARRIER2 - HOUR FIRE WALLFECFEWSTPFIRE EXTINGUISHER AND CABINETFIRE EXTINGUISHER AND WALL MOUNTING BRACKETSTAND PIPEEXIT SIGN (SINGLE SIDED, DOUBLE SIDED, W/ DIRECTIONAL ARROW, WALL MOUNTED)MAXIMUM ALLOWABLE EGRESS OCCUPANCY OF EXITAREA IN SQUARE FEET=150 SFTotal##Rm. No.Room NameUse GroupAreaOccupancy101NAME1500 SFLOADUSEMAX MAX#101DOOR NUMBERRoom Name0-1001#ROOM NUMBERROOM NAMEROOM OCCUPANCYROOM AREA-NET OR GROSS AS REQ'D PER CODELIFE SAFETY SYMBOLS LEGENDASI0120 Ashburton Place, Floor 8 Boston, MA 02108 T. +1 617 449 4000 F. +1 617 449 4049SCALE:SEALDRAWING TITLE:PROJECT TITLE:PROJECT No:Owner's Project Manager:Civil / Site:Structural:Mechanical / Electrical:Plumbing / Fire Protection:Theater Consultant:DATENO.ISSUEKEY PLANFood Service:Landscape:FF & E:Envelope Consultant:Code Consultant:Acoustical Consultant:Owner:Sustainability Consultant:Elevator Consultant:1/16" = 1'-0"4/6/2021 1:57:54 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011DENNIS-YARMOUTHINTERMEDIATE /MIDDLE SCHOOLAPRIL 6, 2021G-1.02286 Station AvenueSouth Yarmouth, MA 02664PMA CONSULTANTS35 Braintree Hill Office Park, Suite 300Braintree, MA 02184CDW CONSULTANTS, INC.6 Huron DriveNatick, MA 01760GIRARD & CO10 Waterchase Drive #300Rocky Hill, CT 06067GARCIA, GALUSKA, DeSOUSA, INC.370 Faunce Corner RoadNorth Dartmouth, MA 02747ASI 01VAV INTERNATIONAL400 W. Cummings Park Drive #4700Woburn, MA 01801THEATER DESIGN48 Fair Street, Suite C3Cold Spring, NY 10516CRABTREE McGRATH ASSOCIATES161 West Main StreetGeorgetown, MA 01833TRAVERSE LANDSCAPE150 Chestnut Street, 4th FloorProvidence, RI 02903POINT LINE SPACE75 Lowell StreetCarlisle, MA 01741RJ KENNEY ASSOCIATES72 Washington StreetPlainville, MA 02762R.W. SULLIVAN ENGINEERING529 Main Street Suite 203Boston, MA 02129CAVANAUGH TOCCI ASSOCIATES327F Boston Post RoadSudbury, MA 01776LIFE SAFETY PLAN -SECOND FLOOR296 Station AvenueSouth Yarmouth, MA 02664DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICTTHORNTON TOMASETTI386 Fore Street, Suite 401Portland, ME 04101SYSKA HENNESSY GROUP10 Post Office Square, Suite 725Boston, MA 021091/16" = 1'-0"REFERENCING VIEW: 1/ A-2.011SECOND FLOOR OCCUPANCY & EGRESS PLANSA BCDASI01ASI01 4/6/21 ASI 01
CONTRACTOR PARKING,LAYDOWN, & TRAILERAREAPHASE 1FIELD BPHASE 2AFIELD APHASE 2AFIELD CPHASE 1AINSTALL FORCEMAINEMERGENCYACCESS GATEPHASE 1SOIL STORAGE,ALL SOIL REMOVEDFROM EXCAVATIONSSHALL BE EVENLYDISTRIBUTED ONTHIS FIELDX X X X X X XXXXXXXXXXXXXXXXXXXXX X X X XXXXXX XX X X XX X X X X X X X XXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXCONSTRUCTIONFENCE, REMOVE ATSTART OF PHASE 2A.PAVE AND TURN OVERFOR OWNER USEEAEAEAEAEAEAEA EA EA EA EA EA EA EA EA EAE
A
EA
EACDDDDD DDDDDDDADCDDBDDDDDGATEPHASE 1AINSTALL CONSTACCESS GATE &SIGNAGEDPPHASE 3ATRAFFIC LIGHTDELIVERIESDBPHASE 1EMERGENCYGATEPHASE 2AFENCE AREA TO BE EXPANDEDDURING PHASE 2AXXLINE OF PROJECTFENCE AT PROJECT STARTPHASE 2AINSTALL FENCEPHASE 1AAT COMPLETION OF PHASE 1AAREA BETWEEN GATES TO BETEMPORARILY PAVED AND STRIPEDAND FENCE REMOVED FOR OWNER USEXXXXXXXXXXXXXDPXXXXFENCE LINEAT PHASE 2ACDPX PHASE 1AINSTALL TEMPACCESS ROADFOR DELIVERYACCESSPHASE 1AACCESSGATEDPGC TO MAINTAIN THISACCESS DRIVE FORDURATION20 Ashburton Place, Floor 8Boston, MA 02108T. +1 617 449 4000F. +1 617 449 4049SCALE:SEALDRAWING TITLE:PROJECT TITLE:PROJECT No:Construction Manager:Civil / Site:Structural:Mechanical & Plumbing:Electrical:Lighting Consultant:DATENO.ISSUEKEY PLANFood Service:Landscape:Planning / Zoning:Envelope Consultant:Code Consultant:Acoustical Consultant:Owner:71011Dennis-YarmouthIntermediate/MiddleSchoolJANUARY 19, 2021296 Station AvenueSouth Yarmouth, MA 02664PMA Consultants35 Braintree Hill Office Park, Suite 300Braintree, MA 02184CDW Consultants, Inc.6 Huron Drive Natick, MA 01760Girard and Company10 Waterchase DriveRocky Hill, CT 06067Garcia, Galuska & DeSousa, Inc.370 Faunce Corner RoadDartmouth, MA 02747100% CONSTRUCTION DOCUMENTSVAV Engineering400 W. Cummings Park, S-4700Woburn, MA 01801Lighting Consultant NameLighting Consultant AddressTRAVERSE161 West Main StreetGeorgetown, MA 01833TRAVERSE150 Chestnut Street, 4th FloorProvidence, RI 02903Planning / Zoning Consultant NamePlanning / Zoning Consultant AddressThornton Tomassetti386 Fore Street, Suite 401Portland, ME 04101Point Line Space, Inc.75 Lowell StreetCarlisle, MA 01741Cavanaugh Tocci Associates327F Boston Post RoadSudbury, MA 01776296 Station AveSouth Yarmouth, MA 02664Dennis-Yarmouth Regional School DistrictOverall Phasing Plan1" = 60'PH-100ABCD
100 m75 m50 m0 m2134 21 3425 m125 m20 Ashburton Place, Floor 8Boston, MA 02108T. +1 617 449 4000F. +1 617 449 4049SCALE:SEALDRAWING TITLE:PROJECT TITLE:PROJECT No:Construction Manager:Civil / Site:Structural:Mechanical & Plumbing:Electrical:Lighting Consultant:DATENO.ISSUEKEY PLANFood Service:Landscape:Planning / Zoning:Envelope Consultant:Code Consultant:Acoustical Consultant:Owner:71011Dennis-YarmouthIntermediate/MiddleSchoolJANUARY 19, 2021296 Station AvenueSouth Yarmouth, MA 02664PMA Consultants35 Braintree Hill Office Park, Suite 300Braintree, MA 02184CDW Consultants, Inc.6 Huron Drive Natick, MA 01760Girard and Company10 Waterchase DriveRocky Hill, CT 06067Garcia, Galuska & DeSousa, Inc.370 Faunce Corner RoadDartmouth, MA 02747100% CONSTRUCTION DOCUMENTSVAV Engineering400 W. Cummings Park, S-4700Woburn, MA 01801Lighting Consultant NameLighting Consultant AddressTRAVERSE161 West Main StreetGeorgetown, MA 01833TRAVERSE150 Chestnut Street, 4th FloorProvidence, RI 02903Planning / Zoning Consultant NamePlanning / Zoning Consultant AddressThornton Tomassetti386 Fore Street, Suite 401Portland, ME 04101Point Line Space, Inc.75 Lowell StreetCarlisle, MA 01741Cavanaugh Tocci Associates327F Boston Post RoadSudbury, MA 01776296 Station AveSouth Yarmouth, MA 02664Dennis-Yarmouth Regional School DistrictIndex Plan1" = 60'C-100SEE SHEETSC101.1 - DEMOLITION & EROSION CONTROL PLANC102.1 - LAYOUT & MATERIALS PLANC103.1 - GRADING & DRAINAGE PLANC104.1 - UTILITY PLANSEE SHEETSC101.4 - DEMOLITION & EROSION CONTROL PLANC102.4 - LAYOUT & MATERIALS PLANC103.4 - GRADING & DRAINAGE PLANC104.4 - UTILITY PLANSEE SHEETSC101.3 - DEMOLITION & EROSION CONTROL PLANC102.3 - LAYOUT & MATERIALS PLANC103.3 - GRADING & DRAINAGE PLANC104.3 - UTILITY PLANSEE SHEETSC101.2 - DEMOLITION & EROSION CONTROL PLANC102.2 - LAYOUT & MATERIALS PLANC103.2 - GRADING & DRAINAGE PLANC104.2 - UTILITY PLAN
C-100.1EXISTINGCONDITIONSPLAN1" = 50'LEGENDEXISTINGPROPOSED20 Ashburton Place, Floor 8Boston, MA 02108T. +1 617 449 4000F. +1 617 449 4049SCALE:SEALDRAWING TITLE:PROJECT TITLE:PROJECT No:Construction Manager:Civil / Site:Structural:Mechanical & Plumbing:Electrical:Lighting Consultant:DATENO.ISSUEKEY PLANFood Service:Landscape:Planning / Zoning:Envelope Consultant:Code Consultant:Acoustical Consultant:Owner:71011Dennis-YarmouthIntermediate/MiddleSchoolJANUARY 19, 2021276 Station AvenueSouth Yarmouth, MA 02664PMA Consultants35 Braintree Hill Office Park, Suite 300Braintree, MA 02184CDW Consultants, Inc.6 Huron Drive Natick, MA 01760Girard and Company10 Waterchase DriveRocky Hill, CT 06067Garcia, Galuska & DeSousa, Inc.370 Faunce Corner RoadDartmouth, MA 02747100% CONSTRUCTION DOCUMENTSVAV Engineering400 W. Cummings Park, S-4700Woburn, MA 01801Lighting Consultant NameLighting Consultant AddressTRAVERSE161 West Main StreetGeorgetown, MA 01833TRAVERSE150 Chestnut Street, 4th FloorProvidence, RI 02903Planning / Zoning Consultant NamePlanning / Zoning Consultant AddressThornton Tomassetti386 Fore Street, Suite 401Portland, ME 04101Point Line Space, Inc.75 Lowell StreetCarlisle, MA 01741Cavanaugh Tocci Associates327F Boston Post RoadSudbury, MA 01776296 Station AveSouth Yarmouth, MA 02664Dennis-Yarmouth Regional School District
C-101.0Overall Demolition& Erosion ControlPlan1" = 50'LEGENDEXISTINGPROPOSED20 Ashburton Place, Floor 8Boston, MA 02108T. +1 617 449 4000F. +1 617 449 4049SCALE:SEALDRAWING TITLE:PROJECT TITLE:PROJECT No:Construction Manager:Civil / Site:Structural:Mechanical & Plumbing:Electrical:Lighting Consultant:DATENO.ISSUEKEY PLANFood Service:Landscape:Planning / Zoning:Envelope Consultant:Code Consultant:Acoustical Consultant:Owner:71011Dennis-YarmouthIntermediate/MiddleSchoolJANUARY 19, 2021276 Station AvenueSouth Yarmouth, MA 02664PMA Consultants35 Braintree Hill Office Park, Suite 300Braintree, MA 02184CDW Consultants, Inc.6 Huron Drive Natick, MA 01760Girard and Company10 Waterchase DriveRocky Hill, CT 06067Garcia, Galuska & DeSousa, Inc.370 Faunce Corner RoadDartmouth, MA 02747100% CONSTRUCTION DOCUMENTSVAV Engineering400 W. Cummings Park, S-4700Woburn, MA 01801Lighting Consultant NameLighting Consultant AddressTRAVERSE161 West Main StreetGeorgetown, MA 01833TRAVERSE150 Chestnut Street, 4th FloorProvidence, RI 02903Planning / Zoning Consultant NamePlanning / Zoning Consultant AddressThornton Tomassetti386 Fore Street, Suite 401Portland, ME 04101Point Line Space, Inc.75 Lowell StreetCarlisle, MA 01741Cavanaugh Tocci Associates327F Boston Post RoadSudbury, MA 01776296 Station AveSouth Yarmouth, MA 02664Dennis-Yarmouth Regional School District
C-101.1Demolition & ErosionControl Plan1" = 30'LEGENDEXISTINGPROPOSED20 Ashburton Place, Floor 8Boston, MA 02108T. +1 617 449 4000F. +1 617 449 4049SCALE:SEALDRAWING TITLE:PROJECT TITLE:PROJECT No:Construction Manager:Civil / Site:Structural:Mechanical & Plumbing:Electrical:Lighting Consultant:DATENO.ISSUEKEY PLANFood Service:Landscape:Planning / Zoning:Envelope Consultant:Code Consultant:Acoustical Consultant:Owner:71011Dennis-YarmouthIntermediate/MiddleSchoolJANUARY 19, 2021276 Station AvenueSouth Yarmouth, MA 02664PMA Consultants35 Braintree Hill Office Park, Suite 300Braintree, MA 02184CDW Consultants, Inc.6 Huron Drive Natick, MA 01760Girard and Company10 Waterchase DriveRocky Hill, CT 06067Garcia, Galuska & DeSousa, Inc.370 Faunce Corner RoadDartmouth, MA 02747100% CONSTRUCTION DOCUMENTSVAV Engineering400 W. Cummings Park, S-4700Woburn, MA 01801Lighting Consultant NameLighting Consultant AddressTRAVERSE161 West Main StreetGeorgetown, MA 01833TRAVERSE150 Chestnut Street, 4th FloorProvidence, RI 02903Planning / Zoning Consultant NamePlanning / Zoning Consultant AddressThornton Tomassetti386 Fore Street, Suite 401Portland, ME 04101Point Line Space, Inc.75 Lowell StreetCarlisle, MA 01741Cavanaugh Tocci Associates327F Boston Post RoadSudbury, MA 01776296 Station AveSouth Yarmouth, MA 02664Dennis-Yarmouth Regional School District
C-101.2Demolition & ErosionControl Plan1" = 30'LEGENDEXISTINGPROPOSED20 Ashburton Place, Floor 8Boston, MA 02108T. +1 617 449 4000F. +1 617 449 4049SCALE:SEALDRAWING TITLE:PROJECT TITLE:PROJECT No:Construction Manager:Civil / Site:Structural:Mechanical & Plumbing:Electrical:Lighting Consultant:DATENO.ISSUEKEY PLANFood Service:Landscape:Planning / Zoning:Envelope Consultant:Code Consultant:Acoustical Consultant:Owner:71011Dennis-YarmouthIntermediate/MiddleSchoolJANUARY 19, 2021276 Station AvenueSouth Yarmouth, MA 02664PMA Consultants35 Braintree Hill Office Park, Suite 300Braintree, MA 02184CDW Consultants, Inc.6 Huron Drive Natick, MA 01760Girard and Company10 Waterchase DriveRocky Hill, CT 06067Garcia, Galuska & DeSousa, Inc.370 Faunce Corner RoadDartmouth, MA 02747100% CONSTRUCTION DOCUMENTSVAV Engineering400 W. Cummings Park, S-4700Woburn, MA 01801Lighting Consultant NameLighting Consultant AddressTRAVERSE161 West Main StreetGeorgetown, MA 01833TRAVERSE150 Chestnut Street, 4th FloorProvidence, RI 02903Planning / Zoning Consultant NamePlanning / Zoning Consultant AddressThornton Tomassetti386 Fore Street, Suite 401Portland, ME 04101Point Line Space, Inc.75 Lowell StreetCarlisle, MA 01741Cavanaugh Tocci Associates327F Boston Post RoadSudbury, MA 01776296 Station AveSouth Yarmouth, MA 02664Dennis-Yarmouth Regional School District
C-101.3Demolition & ErosionControl Plan1" = 30'LEGENDEXISTINGPROPOSED20 Ashburton Place, Floor 8Boston, MA 02108T. +1 617 449 4000F. +1 617 449 4049SCALE:SEALDRAWING TITLE:PROJECT TITLE:PROJECT No:Construction Manager:Civil / Site:Structural:Mechanical & Plumbing:Electrical:Lighting Consultant:DATENO.ISSUEKEY PLANFood Service:Landscape:Planning / Zoning:Envelope Consultant:Code Consultant:Acoustical Consultant:Owner:71011Dennis-YarmouthIntermediate/MiddleSchoolJANUARY 19, 2021276 Station AvenueSouth Yarmouth, MA 02664PMA Consultants35 Braintree Hill Office Park, Suite 300Braintree, MA 02184CDW Consultants, Inc.6 Huron Drive Natick, MA 01760Girard and Company10 Waterchase DriveRocky Hill, CT 06067Garcia, Galuska & DeSousa, Inc.370 Faunce Corner RoadDartmouth, MA 02747100% CONSTRUCTION DOCUMENTSVAV Engineering400 W. Cummings Park, S-4700Woburn, MA 01801Lighting Consultant NameLighting Consultant AddressTRAVERSE161 West Main StreetGeorgetown, MA 01833TRAVERSE150 Chestnut Street, 4th FloorProvidence, RI 02903Planning / Zoning Consultant NamePlanning / Zoning Consultant AddressThornton Tomassetti386 Fore Street, Suite 401Portland, ME 04101Point Line Space, Inc.75 Lowell StreetCarlisle, MA 01741Cavanaugh Tocci Associates327F Boston Post RoadSudbury, MA 01776296 Station AveSouth Yarmouth, MA 02664Dennis-Yarmouth Regional School District
C-101.4Demolition & ErosionControl Plan1" = 30'LEGENDEXISTINGPROPOSED20 Ashburton Place, Floor 8Boston, MA 02108T. +1 617 449 4000F. +1 617 449 4049SCALE:SEALDRAWING TITLE:PROJECT TITLE:PROJECT No:Construction Manager:Civil / Site:Structural:Mechanical & Plumbing:Electrical:Lighting Consultant:DATENO.ISSUEKEY PLANFood Service:Landscape:Planning / Zoning:Envelope Consultant:Code Consultant:Acoustical Consultant:Owner:71011Dennis-YarmouthIntermediate/MiddleSchoolJANUARY 19, 2021276 Station AvenueSouth Yarmouth, MA 02664PMA Consultants35 Braintree Hill Office Park, Suite 300Braintree, MA 02184CDW Consultants, Inc.6 Huron Drive Natick, MA 01760Girard and Company10 Waterchase DriveRocky Hill, CT 06067Garcia, Galuska & DeSousa, Inc.370 Faunce Corner RoadDartmouth, MA 02747100% CONSTRUCTION DOCUMENTSVAV Engineering400 W. Cummings Park, S-4700Woburn, MA 01801Lighting Consultant NameLighting Consultant AddressTRAVERSE161 West Main StreetGeorgetown, MA 01833TRAVERSE150 Chestnut Street, 4th FloorProvidence, RI 02903Planning / Zoning Consultant NamePlanning / Zoning Consultant AddressThornton Tomassetti386 Fore Street, Suite 401Portland, ME 04101Point Line Space, Inc.75 Lowell StreetCarlisle, MA 01741Cavanaugh Tocci Associates327F Boston Post RoadSudbury, MA 01776296 Station AveSouth Yarmouth, MA 02664Dennis-Yarmouth Regional School District
100 m75 m50 m0 m21 34213425 m125 mZONING TABLE20 Ashburton Place, Floor 8Boston, MA 02108T. +1 617 449 4000F. +1 617 449 4049SCALE:SEALDRAWING TITLE:PROJECT TITLE:PROJECT No:Construction Manager:Civil / Site:Structural:Mechanical & Plumbing:Electrical:Lighting Consultant:DATENO.ISSUEKEY PLANFood Service:Landscape:Planning / Zoning:Envelope Consultant:Code Consultant:Acoustical Consultant:Owner:71011Dennis-YarmouthIntermediate/MiddleSchoolJANUARY 19, 2021296 Station AvenueSouth Yarmouth, MA 02664PMA Consultants35 Braintree Hill Office Park, Suite 300Braintree, MA 02184CDW Consultants, Inc.6 Huron Drive Natick, MA 01760Girard and Company10 Waterchase DriveRocky Hill, CT 06067Garcia, Galuska & DeSousa, Inc.370 Faunce Corner RoadDartmouth, MA 02747100% CONSTRUCTION DOCUMENTSVAV Engineering400 W. Cummings Park, S-4700Woburn, MA 01801Lighting Consultant NameLighting Consultant AddressTRAVERSE161 West Main StreetGeorgetown, MA 01833TRAVERSE150 Chestnut Street, 4th FloorProvidence, RI 02903Planning / Zoning Consultant NamePlanning / Zoning Consultant AddressThornton Tomassetti386 Fore Street, Suite 401Portland, ME 04101Point Line Space, Inc.75 Lowell StreetCarlisle, MA 01741Cavanaugh Tocci Associates327F Boston Post RoadSudbury, MA 01776296 Station AveSouth Yarmouth, MA 02664Dennis-Yarmouth Regional School DistrictC-102.0Overall Layout& MaterialsPlan1" = 50'LEGENDEXISTINGPROPOSED
100 m75 m50 m0 m21 34213425 m125 m20 Ashburton Place, Floor 8Boston, MA 02108T. +1 617 449 4000F. +1 617 449 4049SCALE:SEALDRAWING TITLE:PROJECT TITLE:PROJECT No:Construction Manager:Civil / Site:Structural:Mechanical & Plumbing:Electrical:Lighting Consultant:DATENO.ISSUEKEY PLANFood Service:Landscape:Planning / Zoning:Envelope Consultant:Code Consultant:Acoustical Consultant:Owner:71011Dennis-YarmouthIntermediate/MiddleSchoolJANUARY 19, 2021296 Station AvenueSouth Yarmouth, MA 02664PMA Consultants35 Braintree Hill Office Park, Suite 300Braintree, MA 02184CDW Consultants, Inc.6 Huron Drive Natick, MA 01760Girard and Company10 Waterchase DriveRocky Hill, CT 06067Garcia, Galuska & DeSousa, Inc.370 Faunce Corner RoadDartmouth, MA 02747100% CONSTRUCTION DOCUMENTSVAV Engineering400 W. Cummings Park, S-4700Woburn, MA 01801Lighting Consultant NameLighting Consultant AddressTRAVERSE161 West Main StreetGeorgetown, MA 01833TRAVERSE150 Chestnut Street, 4th FloorProvidence, RI 02903Planning / Zoning Consultant NamePlanning / Zoning Consultant AddressThornton Tomassetti386 Fore Street, Suite 401Portland, ME 04101Point Line Space, Inc.75 Lowell StreetCarlisle, MA 01741Cavanaugh Tocci Associates327F Boston Post RoadSudbury, MA 01776296 Station AveSouth Yarmouth, MA 02664Dennis-Yarmouth Regional School DistrictC-102.1Layout & MaterialsPlan1" = 30'LEGENDEXISTINGPROPOSED
20 Ashburton Place, Floor 8Boston, MA 02108T. +1 617 449 4000F. +1 617 449 4049SCALE:SEALDRAWING TITLE:PROJECT TITLE:PROJECT No:Construction Manager:Civil / Site:Structural:Mechanical & Plumbing:Electrical:Lighting Consultant:DATENO.ISSUEKEY PLANFood Service:Landscape:Planning / Zoning:Envelope Consultant:Code Consultant:Acoustical Consultant:Owner:71011Dennis-YarmouthIntermediate/MiddleSchoolJANUARY 19, 2021296 Station AvenueSouth Yarmouth, MA 02664PMA Consultants35 Braintree Hill Office Park, Suite 300Braintree, MA 02184CDW Consultants, Inc.6 Huron Drive Natick, MA 01760Girard and Company10 Waterchase DriveRocky Hill, CT 06067Garcia, Galuska & DeSousa, Inc.370 Faunce Corner RoadDartmouth, MA 02747100% CONSTRUCTION DOCUMENTSVAV Engineering400 W. Cummings Park, S-4700Woburn, MA 01801Lighting Consultant NameLighting Consultant AddressTRAVERSE161 West Main StreetGeorgetown, MA 01833TRAVERSE150 Chestnut Street, 4th FloorProvidence, RI 02903Planning / Zoning Consultant NamePlanning / Zoning Consultant AddressThornton Tomassetti386 Fore Street, Suite 401Portland, ME 04101Point Line Space, Inc.75 Lowell StreetCarlisle, MA 01741Cavanaugh Tocci Associates327F Boston Post RoadSudbury, MA 01776296 Station AveSouth Yarmouth, MA 02664Dennis-Yarmouth Regional School DistrictC-102.2Layout & MaterialsPlan1" = 30'LEGENDEXISTINGPROPOSED
20 Ashburton Place, Floor 8Boston, MA 02108T. +1 617 449 4000F. +1 617 449 4049SCALE:SEALDRAWING TITLE:PROJECT TITLE:PROJECT No:Construction Manager:Civil / Site:Structural:Mechanical & Plumbing:Electrical:Lighting Consultant:DATENO.ISSUEKEY PLANFood Service:Landscape:Planning / Zoning:Envelope Consultant:Code Consultant:Acoustical Consultant:Owner:71011Dennis-YarmouthIntermediate/MiddleSchoolJANUARY 19, 2021296 Station AvenueSouth Yarmouth, MA 02664PMA Consultants35 Braintree Hill Office Park, Suite 300Braintree, MA 02184CDW Consultants, Inc.6 Huron Drive Natick, MA 01760Girard and Company10 Waterchase DriveRocky Hill, CT 06067Garcia, Galuska & DeSousa, Inc.370 Faunce Corner RoadDartmouth, MA 02747100% CONSTRUCTION DOCUMENTSVAV Engineering400 W. Cummings Park, S-4700Woburn, MA 01801Lighting Consultant NameLighting Consultant AddressTRAVERSE161 West Main StreetGeorgetown, MA 01833TRAVERSE150 Chestnut Street, 4th FloorProvidence, RI 02903Planning / Zoning Consultant NamePlanning / Zoning Consultant AddressThornton Tomassetti386 Fore Street, Suite 401Portland, ME 04101Point Line Space, Inc.75 Lowell StreetCarlisle, MA 01741Cavanaugh Tocci Associates327F Boston Post RoadSudbury, MA 01776296 Station AveSouth Yarmouth, MA 02664Dennis-Yarmouth Regional School DistrictC-102.3Layout & MaterialsPlan1" = 30'LEGENDEXISTINGPROPOSED
20 Ashburton Place, Floor 8Boston, MA 02108T. +1 617 449 4000F. +1 617 449 4049SCALE:SEALDRAWING TITLE:PROJECT TITLE:PROJECT No:Construction Manager:Civil / Site:Structural:Mechanical & Plumbing:Electrical:Lighting Consultant:DATENO.ISSUEKEY PLANFood Service:Landscape:Planning / Zoning:Envelope Consultant:Code Consultant:Acoustical Consultant:Owner:71011Dennis-YarmouthIntermediate/MiddleSchoolJANUARY 19, 2021296 Station AvenueSouth Yarmouth, MA 02664PMA Consultants35 Braintree Hill Office Park, Suite 300Braintree, MA 02184CDW Consultants, Inc.6 Huron Drive Natick, MA 01760Girard and Company10 Waterchase DriveRocky Hill, CT 06067Garcia, Galuska & DeSousa, Inc.370 Faunce Corner RoadDartmouth, MA 02747100% CONSTRUCTION DOCUMENTSVAV Engineering400 W. Cummings Park, S-4700Woburn, MA 01801Lighting Consultant NameLighting Consultant AddressTRAVERSE161 West Main StreetGeorgetown, MA 01833TRAVERSE150 Chestnut Street, 4th FloorProvidence, RI 02903Planning / Zoning Consultant NamePlanning / Zoning Consultant AddressThornton Tomassetti386 Fore Street, Suite 401Portland, ME 04101Point Line Space, Inc.75 Lowell StreetCarlisle, MA 01741Cavanaugh Tocci Associates327F Boston Post RoadSudbury, MA 01776296 Station AveSouth Yarmouth, MA 02664Dennis-Yarmouth Regional School DistrictC-102.4Layout & MaterialsPlan1" = 30'LEGENDEXISTINGPROPOSED
100 m75 m50 m0 m21 34213425 m125 m20 Ashburton Place, Floor 8Boston, MA 02108T. +1 617 449 4000F. +1 617 449 4049SCALE:SEALDRAWING TITLE:PROJECT TITLE:PROJECT No:Construction Manager:Civil / Site:Structural:Mechanical & Plumbing:Electrical:Lighting Consultant:DATENO.ISSUEKEY PLANFood Service:Landscape:Planning / Zoning:Envelope Consultant:Code Consultant:Acoustical Consultant:Owner:71011Dennis-YarmouthIntermediate/MiddleSchoolJANUARY 19, 2021296 Station AvenueSouth Yarmouth, MA 02664PMA Consultants35 Braintree Hill Office Park, Suite 300Braintree, MA 02184CDW Consultants, Inc.6 Huron Drive Natick, MA 01760Girard and Company10 Waterchase DriveRocky Hill, CT 06067Garcia, Galuska & DeSousa, Inc.370 Faunce Corner RoadDartmouth, MA 02747100% CONSTRUCTION DOCUMENTSVAV Engineering400 W. Cummings Park, S-4700Woburn, MA 01801Lighting Consultant NameLighting Consultant AddressTRAVERSE161 West Main StreetGeorgetown, MA 01833TRAVERSE150 Chestnut Street, 4th FloorProvidence, RI 02903Planning / Zoning Consultant NamePlanning / Zoning Consultant AddressThornton Tomassetti386 Fore Street, Suite 401Portland, ME 04101Point Line Space, Inc.75 Lowell StreetCarlisle, MA 01741Cavanaugh Tocci Associates327F Boston Post RoadSudbury, MA 01776296 Station AveSouth Yarmouth, MA 02664Dennis-Yarmouth Regional School DistrictC-102.5TurningRadius Plan1" = 50'LEGENDEXISTINGPROPOSED
100 m75 m50 m0 m21 34213425 m125 m20 Ashburton Place, Floor 8Boston, MA 02108T. +1 617 449 4000F. +1 617 449 4049SCALE:SEALDRAWING TITLE:PROJECT TITLE:PROJECT No:Construction Manager:Civil / Site:Structural:Mechanical & Plumbing:Electrical:Lighting Consultant:DATENO.ISSUEKEY PLANFood Service:Landscape:Planning / Zoning:Envelope Consultant:Code Consultant:Acoustical Consultant:Owner:71011Dennis-YarmouthIntermediate/MiddleSchoolJANUARY 19, 2021276 Station AvenueSouth Yarmouth, MA 02664PMA Consultants35 Braintree Hill Office Park, Suite 300Braintree, MA 02184CDW Consultants, Inc.6 Huron Drive Natick, MA 01760Girard and Company10 Waterchase DriveRocky Hill, CT 06067Garcia, Galuska & DeSousa, Inc.370 Faunce Corner RoadDartmouth, MA 02747100% CONSTRUCTION DOCUMENTSVAV Engineering400 W. Cummings Park, S-4700Woburn, MA 01801Lighting Consultant NameLighting Consultant AddressTRAVERSE161 West Main StreetGeorgetown, MA 01833TRAVERSE150 Chestnut Street, 4th FloorProvidence, RI 02903Planning / Zoning Consultant NamePlanning / Zoning Consultant AddressThornton Tomassetti386 Fore Street, Suite 401Portland, ME 04101Point Line Space, Inc.75 Lowell StreetCarlisle, MA 01741Cavanaugh Tocci Associates327F Boston Post RoadSudbury, MA 01776296 Station AveSouth Yarmouth, MA 02664Dennis-Yarmouth Regional School DistrictOverall Grading &Drainage Plan1" = 60'C-103.0LEGENDEXISTINGPROPOSED
100 m75 m50 m0 m21 34213425 m125 m20 Ashburton Place, Floor 8Boston, MA 02108T. +1 617 449 4000F. +1 617 449 4049SCALE:SEALDRAWING TITLE:PROJECT TITLE:PROJECT No:Construction Manager:Civil / Site:Structural:Mechanical & Plumbing:Electrical:Lighting Consultant:DATENO.ISSUEKEY PLANFood Service:Landscape:Planning / Zoning:Envelope Consultant:Code Consultant:Acoustical Consultant:Owner:71011Dennis-YarmouthIntermediate/MiddleSchoolJANUARY 19, 2021276 Station AvenueSouth Yarmouth, MA 02664PMA Consultants35 Braintree Hill Office Park, Suite 300Braintree, MA 02184CDW Consultants, Inc.6 Huron Drive Natick, MA 01760Girard and Company10 Waterchase DriveRocky Hill, CT 06067Garcia, Galuska & DeSousa, Inc.370 Faunce Corner RoadDartmouth, MA 02747100% CONSTRUCTION DOCUMENTSVAV Engineering400 W. Cummings Park, S-4700Woburn, MA 01801Lighting Consultant NameLighting Consultant AddressTRAVERSE161 West Main StreetGeorgetown, MA 01833TRAVERSE150 Chestnut Street, 4th FloorProvidence, RI 02903Planning / Zoning Consultant NamePlanning / Zoning Consultant AddressThornton Tomassetti386 Fore Street, Suite 401Portland, ME 04101Point Line Space, Inc.75 Lowell StreetCarlisle, MA 01741Cavanaugh Tocci Associates327F Boston Post RoadSudbury, MA 01776296 Station AveSouth Yarmouth, MA 02664Dennis-Yarmouth Regional School DistrictC-103.11" = 30'Grading & DrainagePlanLEGENDEXISTINGPROPOSED
20 Ashburton Place, Floor 8Boston, MA 02108T. +1 617 449 4000F. +1 617 449 4049SCALE:SEALDRAWING TITLE:PROJECT TITLE:PROJECT No:Construction Manager:Civil / Site:Structural:Mechanical & Plumbing:Electrical:Lighting Consultant:DATENO.ISSUEKEY PLANFood Service:Landscape:Planning / Zoning:Envelope Consultant:Code Consultant:Acoustical Consultant:Owner:71011Dennis-YarmouthIntermediate/MiddleSchoolJANUARY 19, 2021276 Station AvenueSouth Yarmouth, MA 02664PMA Consultants35 Braintree Hill Office Park, Suite 300Braintree, MA 02184CDW Consultants, Inc.6 Huron Drive Natick, MA 01760Girard and Company10 Waterchase DriveRocky Hill, CT 06067Garcia, Galuska & DeSousa, Inc.370 Faunce Corner RoadDartmouth, MA 02747100% CONSTRUCTION DOCUMENTSVAV Engineering400 W. Cummings Park, S-4700Woburn, MA 01801Lighting Consultant NameLighting Consultant AddressTRAVERSE161 West Main StreetGeorgetown, MA 01833TRAVERSE150 Chestnut Street, 4th FloorProvidence, RI 02903Planning / Zoning Consultant NamePlanning / Zoning Consultant AddressThornton Tomassetti386 Fore Street, Suite 401Portland, ME 04101Point Line Space, Inc.75 Lowell StreetCarlisle, MA 01741Cavanaugh Tocci Associates327F Boston Post RoadSudbury, MA 01776296 Station AveSouth Yarmouth, MA 02664Dennis-Yarmouth Regional School DistrictC-103.21" = 30'Grading & DrainagePlanLEGENDEXISTINGPROPOSEDINSET
20 Ashburton Place, Floor 8Boston, MA 02108T. +1 617 449 4000F. +1 617 449 4049SCALE:SEALDRAWING TITLE:PROJECT TITLE:PROJECT No:Construction Manager:Civil / Site:Structural:Mechanical & Plumbing:Electrical:Lighting Consultant:DATENO.ISSUEKEY PLANFood Service:Landscape:Planning / Zoning:Envelope Consultant:Code Consultant:Acoustical Consultant:Owner:71011Dennis-YarmouthIntermediate/MiddleSchoolJANUARY 19, 2021276 Station AvenueSouth Yarmouth, MA 02664PMA Consultants35 Braintree Hill Office Park, Suite 300Braintree, MA 02184CDW Consultants, Inc.6 Huron Drive Natick, MA 01760Girard and Company10 Waterchase DriveRocky Hill, CT 06067Garcia, Galuska & DeSousa, Inc.370 Faunce Corner RoadDartmouth, MA 02747100% CONSTRUCTION DOCUMENTSVAV Engineering400 W. Cummings Park, S-4700Woburn, MA 01801Lighting Consultant NameLighting Consultant AddressTRAVERSE161 West Main StreetGeorgetown, MA 01833TRAVERSE150 Chestnut Street, 4th FloorProvidence, RI 02903Planning / Zoning Consultant NamePlanning / Zoning Consultant AddressThornton Tomassetti386 Fore Street, Suite 401Portland, ME 04101Point Line Space, Inc.75 Lowell StreetCarlisle, MA 01741Cavanaugh Tocci Associates327F Boston Post RoadSudbury, MA 01776296 Station AveSouth Yarmouth, MA 02664Dennis-Yarmouth Regional School DistrictC-103.31" = 30'Grading & DrainagePlanLEGENDEXISTINGPROPOSED
20 Ashburton Place, Floor 8Boston, MA 02108T. +1 617 449 4000F. +1 617 449 4049SCALE:SEALDRAWING TITLE:PROJECT TITLE:PROJECT No:Construction Manager:Civil / Site:Structural:Mechanical & Plumbing:Electrical:Lighting Consultant:DATENO.ISSUEKEY PLANFood Service:Landscape:Planning / Zoning:Envelope Consultant:Code Consultant:Acoustical Consultant:Owner:71011Dennis-YarmouthIntermediate/MiddleSchoolJANUARY 19, 2021276 Station AvenueSouth Yarmouth, MA 02664PMA Consultants35 Braintree Hill Office Park, Suite 300Braintree, MA 02184CDW Consultants, Inc.6 Huron Drive Natick, MA 01760Girard and Company10 Waterchase DriveRocky Hill, CT 06067Garcia, Galuska & DeSousa, Inc.370 Faunce Corner RoadDartmouth, MA 02747100% CONSTRUCTION DOCUMENTSVAV Engineering400 W. Cummings Park, S-4700Woburn, MA 01801Lighting Consultant NameLighting Consultant AddressTRAVERSE161 West Main StreetGeorgetown, MA 01833TRAVERSE150 Chestnut Street, 4th FloorProvidence, RI 02903Planning / Zoning Consultant NamePlanning / Zoning Consultant AddressThornton Tomassetti386 Fore Street, Suite 401Portland, ME 04101Point Line Space, Inc.75 Lowell StreetCarlisle, MA 01741Cavanaugh Tocci Associates327F Boston Post RoadSudbury, MA 01776296 Station AveSouth Yarmouth, MA 02664Dennis-Yarmouth Regional School DistrictC-103.41" = 30'Grading & DrainagePlanLEGENDEXISTINGPROPOSED
100 m75 m50 m0 m21 34213425 m125 m20 Ashburton Place, Floor 8Boston, MA 02108T. +1 617 449 4000F. +1 617 449 4049SCALE:SEALDRAWING TITLE:PROJECT TITLE:PROJECT No:Construction Manager:Civil / Site:Structural:Mechanical & Plumbing:Electrical:Lighting Consultant:DATENO.ISSUEKEY PLANFood Service:Landscape:Planning / Zoning:Envelope Consultant:Code Consultant:Acoustical Consultant:Owner:71011Dennis-YarmouthIntermediate/MiddleSchoolJANUARY 19, 2021296 Station AvenueSouth Yarmouth, MA 02664PMA Consultants35 Braintree Hill Office Park, Suite 300Braintree, MA 02184CDW Consultants, Inc.6 Huron Drive Natick, MA 01760Girard and Company10 Waterchase DriveRocky Hill, CT 06067Garcia, Galuska & DeSousa, Inc.370 Faunce Corner RoadDartmouth, MA 02747100% CONSTRUCTION DOCUMENTSVAV Engineering400 W. Cummings Park, S-4700Woburn, MA 01801Lighting Consultant NameLighting Consultant AddressTRAVERSE161 West Main StreetGeorgetown, MA 01833TRAVERSE150 Chestnut Street, 4th FloorProvidence, RI 02903Planning / Zoning Consultant NamePlanning / Zoning Consultant AddressThornton Tomassetti386 Fore Street, Suite 401Portland, ME 04101Point Line Space, Inc.75 Lowell StreetCarlisle, MA 01741Cavanaugh Tocci Associates327F Boston Post RoadSudbury, MA 01776296 Station AveSouth Yarmouth, MA 02664Dennis-Yarmouth Regional School DistrictOverall Utility Plan1" = 50'C-104.0LEGENDEXISTINGPROPOSED
100 m75 m50 m0 m21 34213425 m125 m20 Ashburton Place, Floor 8Boston, MA 02108T. +1 617 449 4000F. +1 617 449 4049SCALE:SEALDRAWING TITLE:PROJECT TITLE:PROJECT No:Construction Manager:Civil / Site:Structural:Mechanical & Plumbing:Electrical:Lighting Consultant:DATENO.ISSUEKEY PLANFood Service:Landscape:Planning / Zoning:Envelope Consultant:Code Consultant:Acoustical Consultant:Owner:71011Dennis-YarmouthIntermediate/MiddleSchoolJANUARY 19, 2021296 Station AvenueSouth Yarmouth, MA 02664PMA Consultants35 Braintree Hill Office Park, Suite 300Braintree, MA 02184CDW Consultants, Inc.6 Huron Drive Natick, MA 01760Girard and Company10 Waterchase DriveRocky Hill, CT 06067Garcia, Galuska & DeSousa, Inc.370 Faunce Corner RoadDartmouth, MA 02747100% CONSTRUCTION DOCUMENTSVAV Engineering400 W. Cummings Park, S-4700Woburn, MA 01801Lighting Consultant NameLighting Consultant AddressTRAVERSE161 West Main StreetGeorgetown, MA 01833TRAVERSE150 Chestnut Street, 4th FloorProvidence, RI 02903Planning / Zoning Consultant NamePlanning / Zoning Consultant AddressThornton Tomassetti386 Fore Street, Suite 401Portland, ME 04101Point Line Space, Inc.75 Lowell StreetCarlisle, MA 01741Cavanaugh Tocci Associates327F Boston Post RoadSudbury, MA 01776296 Station AveSouth Yarmouth, MA 02664Dennis-Yarmouth Regional School DistrictC-104.1Utility Plan1" = 30'LEGENDEXISTINGPROPOSED
20 Ashburton Place, Floor 8Boston, MA 02108T. +1 617 449 4000F. +1 617 449 4049SCALE:SEALDRAWING TITLE:PROJECT TITLE:PROJECT No:Construction Manager:Civil / Site:Structural:Mechanical & Plumbing:Electrical:Lighting Consultant:DATENO.ISSUEKEY PLANFood Service:Landscape:Planning / Zoning:Envelope Consultant:Code Consultant:Acoustical Consultant:Owner:71011Dennis-YarmouthIntermediate/MiddleSchoolJANUARY 19, 2021296 Station AvenueSouth Yarmouth, MA 02664PMA Consultants35 Braintree Hill Office Park, Suite 300Braintree, MA 02184CDW Consultants, Inc.6 Huron Drive Natick, MA 01760Girard and Company10 Waterchase DriveRocky Hill, CT 06067Garcia, Galuska & DeSousa, Inc.370 Faunce Corner RoadDartmouth, MA 02747100% CONSTRUCTION DOCUMENTSVAV Engineering400 W. Cummings Park, S-4700Woburn, MA 01801Lighting Consultant NameLighting Consultant AddressTRAVERSE161 West Main StreetGeorgetown, MA 01833TRAVERSE150 Chestnut Street, 4th FloorProvidence, RI 02903Planning / Zoning Consultant NamePlanning / Zoning Consultant AddressThornton Tomassetti386 Fore Street, Suite 401Portland, ME 04101Point Line Space, Inc.75 Lowell StreetCarlisle, MA 01741Cavanaugh Tocci Associates327F Boston Post RoadSudbury, MA 01776296 Station AveSouth Yarmouth, MA 02664Dennis-Yarmouth Regional School DistrictC-104.2Utility Plan1" = 30'LEGENDEXISTINGPROPOSED
20 Ashburton Place, Floor 8Boston, MA 02108T. +1 617 449 4000F. +1 617 449 4049SCALE:SEALDRAWING TITLE:PROJECT TITLE:PROJECT No:Construction Manager:Civil / Site:Structural:Mechanical & Plumbing:Electrical:Lighting Consultant:DATENO.ISSUEKEY PLANFood Service:Landscape:Planning / Zoning:Envelope Consultant:Code Consultant:Acoustical Consultant:Owner:71011Dennis-YarmouthIntermediate/MiddleSchoolJANUARY 19, 2021296 Station AvenueSouth Yarmouth, MA 02664PMA Consultants35 Braintree Hill Office Park, Suite 300Braintree, MA 02184CDW Consultants, Inc.6 Huron Drive Natick, MA 01760Girard and Company10 Waterchase DriveRocky Hill, CT 06067Garcia, Galuska & DeSousa, Inc.370 Faunce Corner RoadDartmouth, MA 02747100% CONSTRUCTION DOCUMENTSVAV Engineering400 W. Cummings Park, S-4700Woburn, MA 01801Lighting Consultant NameLighting Consultant AddressTRAVERSE161 West Main StreetGeorgetown, MA 01833TRAVERSE150 Chestnut Street, 4th FloorProvidence, RI 02903Planning / Zoning Consultant NamePlanning / Zoning Consultant AddressThornton Tomassetti386 Fore Street, Suite 401Portland, ME 04101Point Line Space, Inc.75 Lowell StreetCarlisle, MA 01741Cavanaugh Tocci Associates327F Boston Post RoadSudbury, MA 01776296 Station AveSouth Yarmouth, MA 02664Dennis-Yarmouth Regional School DistrictC-104.3Utility Plan1" = 30'LEGENDEXISTINGPROPOSED
20 Ashburton Place, Floor 8Boston, MA 02108T. +1 617 449 4000F. +1 617 449 4049SCALE:SEALDRAWING TITLE:PROJECT TITLE:PROJECT No:Construction Manager:Civil / Site:Structural:Mechanical & Plumbing:Electrical:Lighting Consultant:DATENO.ISSUEKEY PLANFood Service:Landscape:Planning / Zoning:Envelope Consultant:Code Consultant:Acoustical Consultant:Owner:71011Dennis-YarmouthIntermediate/MiddleSchoolJANUARY 19, 2021296 Station AvenueSouth Yarmouth, MA 02664PMA Consultants35 Braintree Hill Office Park, Suite 300Braintree, MA 02184CDW Consultants, Inc.6 Huron Drive Natick, MA 01760Girard and Company10 Waterchase DriveRocky Hill, CT 06067Garcia, Galuska & DeSousa, Inc.370 Faunce Corner RoadDartmouth, MA 02747100% CONSTRUCTION DOCUMENTSVAV Engineering400 W. Cummings Park, S-4700Woburn, MA 01801Lighting Consultant NameLighting Consultant AddressTRAVERSE161 West Main StreetGeorgetown, MA 01833TRAVERSE150 Chestnut Street, 4th FloorProvidence, RI 02903Planning / Zoning Consultant NamePlanning / Zoning Consultant AddressThornton Tomassetti386 Fore Street, Suite 401Portland, ME 04101Point Line Space, Inc.75 Lowell StreetCarlisle, MA 01741Cavanaugh Tocci Associates327F Boston Post RoadSudbury, MA 01776296 Station AveSouth Yarmouth, MA 02664Dennis-Yarmouth Regional School DistrictC-104.4Utility Plan1" = 30'LEGENDEXISTINGPROPOSED
C-104.51" = 30'UTILITY SHEET20 Ashburton Place, Floor 8Boston, MA 02108T. +1 617 449 4000F. +1 617 449 4049SCALE:SEALDRAWING TITLE:PROJECT TITLE:PROJECT No:Construction Manager:Civil / Site:Structural:Mechanical & Plumbing:Electrical:Lighting Consultant:DATENO.ISSUEKEY PLANFood Service:Landscape:Planning / Zoning:Envelope Consultant:Code Consultant:Acoustical Consultant:Owner:71011Dennis-YarmouthIntermediate/MiddleSchoolJANUARY 19, 2021276 Station AvenueSouth Yarmouth, MA 02664PMA Consultants35 Braintree Hill Office Park, Suite 300Braintree, MA 02184CDW Consultants, Inc.6 Huron Drive Natick, MA 01760Girard and Company10 Waterchase DriveRocky Hill, CT 06067Garcia, Galuska & DeSousa, Inc.370 Faunce Corner RoadDartmouth, MA 02747100% CONSTRUCTION DOCUMENTSVAV Engineering400 W. Cummings Park, S-4700Woburn, MA 01801Lighting Consultant NameLighting Consultant AddressTRAVERSE161 West Main StreetGeorgetown, MA 01833TRAVERSE150 Chestnut Street, 4th FloorProvidence, RI 02903Planning / Zoning Consultant NamePlanning / Zoning Consultant AddressThornton Tomassetti386 Fore Street, Suite 401Portland, ME 04101Point Line Space, Inc.75 Lowell StreetCarlisle, MA 01741Cavanaugh Tocci Associates327F Boston Post RoadSudbury, MA 01776296 Station AveSouth Yarmouth, MA 02664Dennis-Yarmouth Regional School DistrictEX-DMH W/NEW EXTERNAL DROP(NOT TO SCALE)SHEA6,000 GALLON PUMP CHAMBERPUMP FLOAT ELEVATIONS*SEE MEP PLANS FOR GREASE TRAPINFORMATION*
20 Ashburton Place, Floor 8Boston, MA 02108T. +1 617 449 4000F. +1 617 449 4049SCALE:SEALDRAWING TITLE:PROJECT TITLE:PROJECT No:Construction Manager:Civil / Site:Structural:Mechanical & Plumbing:Electrical:Lighting Consultant:DATENO.ISSUEKEY PLANFood Service:Landscape:Planning / Zoning:Envelope Consultant:Code Consultant:Acoustical Consultant:Owner:71011Dennis-YarmouthIntermediate/MiddleSchoolC-105.0296 Station AvenueSouth Yarmouth, MA 02664PMA Consultants35 Braintree Hill Office Park, Suite 300Braintree, MA 02184CDW Consultants, Inc.6 Huron Drive Natick, MA 01760Girard and Company10 Waterchase DriveRocky Hill, CT 06067Garcia, Galuska & DeSousa, Inc.370 Faunce Corner RoadDartmouth, MA 02747VAV Engineering400 W. Cummings Park, S-4700Woburn, MA 01801Lighting Consultant NameLighting Consultant AddressTRAVERSE161 West Main StreetGeorgetown, MA 01833TRAVERSE150 Chestnut Street, 4th FloorProvidence, RI 02903Planning / Zoning Consultant NamePlanning / Zoning Consultant AddressThornton Tomassetti386 Fore Street, Suite 401Portland, ME 04101Point Line Space, Inc.75 Lowell StreetCarlisle, MA 01741Cavanaugh Tocci Associates327F Boston Post RoadSudbury, MA 01776ConstructionDetails296 Station AveSouth Yarmouth, MA 02664Dennis-Yarmouth Regional School DistrictTEMPORARY CATCH BASIN INLET PROTECTION(NOT TO SCALE)TEMPORARY SOIL STOCKPILE - EROSION CONTROL(NOT TO SCALE)TEMPORARY EROSION CONTROL BARRIER, STRAW WATTLES (TYP)(NOT TO SCALE)CONSTRUCTION ENTRANCE / EXIT PAD(NOT TO SCALE)SECTIONPLANMULCH-FILLED SEDIMENT TUBE(NOT TO SCALE) JANUARY 19, 2021100% CONSTRUCTION DOCUMENTSTRAFFIC SIGN SCHEDULE(NOT TO SCALE)
20 Ashburton Place, Floor 8Boston, MA 02108T. +1 617 449 4000F. +1 617 449 4049SCALE:SEALDRAWING TITLE:PROJECT TITLE:PROJECT No:Construction Manager:Civil / Site:Structural:Mechanical & Plumbing:Electrical:Lighting Consultant:DATENO.ISSUEKEY PLANFood Service:Landscape:Planning / Zoning:Envelope Consultant:Code Consultant:Acoustical Consultant:Owner:71011Dennis-YarmouthIntermediate/MiddleSchoolC-105.1296 Station AvenueSouth Yarmouth, MA 02664PMA Consultants35 Braintree Hill Office Park, Suite 300Braintree, MA 02184CDW Consultants, Inc.6 Huron Drive Natick, MA 01760Girard and Company10 Waterchase DriveRocky Hill, CT 06067Garcia, Galuska & DeSousa, Inc.370 Faunce Corner RoadDartmouth, MA 02747VAV Engineering400 W. Cummings Park, S-4700Woburn, MA 01801Lighting Consultant NameLighting Consultant AddressTRAVERSE161 West Main StreetGeorgetown, MA 01833TRAVERSE150 Chestnut Street, 4th FloorProvidence, RI 02903Planning / Zoning Consultant NamePlanning / Zoning Consultant AddressThornton Tomassetti386 Fore Street, Suite 401Portland, ME 04101Point Line Space, Inc.75 Lowell StreetCarlisle, MA 01741Cavanaugh Tocci Associates327F Boston Post RoadSudbury, MA 01776ConstructionDetails296 Station AveSouth Yarmouth, MA 02664Dennis-Yarmouth Regional School DistrictSTANDARD CATCH BASIN FRAME AND GRATETYPICAL PIPE IN TRENCH (NOT TO SCALE)PRECAST CONCRETE DRAIN MANHOLE(NOT TO SCALE)PRECAST CONCRETE CATCH BASIN W/TRAP(NOT TO SCALE)5"8''WATER QUAILITY STRUCTURE (STORMCEPTOR 450I)GAS TRENCH DETAIL(NOT TO SCALE)JANUARY 19, 2021100% CONSTRUCTION DOCUMENTSCULTEC R-360HD(NOT TO SCALE)CULTEC R-360HD(NOT TO SCALE)TYPICAL THRUST BLOCK DETAILS(NOT TO SCALE)
20 Ashburton Place, Floor 8Boston, MA 02108T. +1 617 449 4000F. +1 617 449 4049SCALE:SEALDRAWING TITLE:PROJECT TITLE:PROJECT No:Construction Manager:Civil / Site:Structural:Mechanical & Plumbing:Electrical:Lighting Consultant:DATENO.ISSUEKEY PLANFood Service:Landscape:Planning / Zoning:Envelope Consultant:Code Consultant:Acoustical Consultant:Owner:71011Dennis-YarmouthIntermediate/MiddleSchoolC-105.2296 Station AvenueSouth Yarmouth, MA 02664PMA Consultants35 Braintree Hill Office Park, Suite 300Braintree, MA 02184CDW Consultants, Inc.6 Huron Drive Natick, MA 01760Girard and Company10 Waterchase DriveRocky Hill, CT 06067Garcia, Galuska & DeSousa, Inc.370 Faunce Corner RoadDartmouth, MA 02747VAV Engineering400 W. Cummings Park, S-4700Woburn, MA 01801Lighting Consultant NameLighting Consultant AddressTRAVERSE161 West Main StreetGeorgetown, MA 01833TRAVERSE150 Chestnut Street, 4th FloorProvidence, RI 02903Planning / Zoning Consultant NamePlanning / Zoning Consultant AddressThornton Tomassetti386 Fore Street, Suite 401Portland, ME 04101Point Line Space, Inc.75 Lowell StreetCarlisle, MA 01741Cavanaugh Tocci Associates327F Boston Post RoadSudbury, MA 01776ConstructionDetails296 Station AveSouth Yarmouth, MA 02664Dennis-Yarmouth Regional School DistrictPARALLEL PARKING STALL LAYOUTHANDICAP SIGNAGE(NOT TO SCALE)(NOT TO SCALE)HANDICAP ACCESSIBLE RAMP (TYPE 3)CAST IRON DETECTABLE WARNING PANEL(NOT TO SCALE)CONCRETE DUMPSTER PAD(NOT TO SCALE)TYPICAL BOLLARD(NOT TO SCALE)TYPICAL BOLLARD SIGN POST (NOT TO SCALE)PRECAST CONCRETE CURB(NOT TO SCALE)BITUMINOUS CONCRETE PAVEMENT(NOT TO SCALE)CONCRETE SIDEWALK(NOT TO SCALE)NOTES:CROSSWALK DETAIL(NOT TO SCALE)HANDICAP ACCESSIBLE RAMP (TYPE 2)(NOT TO SCALE)HANDICAP ACCESSIBLE RAMP (TYPE 1)SECTIONJANUARY 19, 2021100% CONSTRUCTION DOCUMENTSSHEA6,000 GALLON PUMP CHAMBERSEWER/WATER MAIN CROSSING(NOT TO SCALE)UNDERDRAIN(NOT TO SCALE)STORM DRAIN CLEANOUTVERTICAL GRANITE CURB(NOT TO SCALE)11
SCHOOL
DRIVEWAY
STATION AVENUECAPTAIN NICKERSON RD.HAYWOOD AVENUEC
A
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T
A
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A
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.RADIUS = 40.00'LENGTH = 62.97'TANGENT = 40.14'Δ = 90°12'06"PROPOSEDWHEELCHAIR RAMPWITH DETECTABLEWARNING PANEL4567213PROPOSED GRANITESTRAIGHT CURB TO FORMPROPOSED LAYOUT TOMATCH INTO EXISTING CURBPROPOSEDCONCRETESIDEWALKPROPOSEDWHEELCHAIR RAMPWITH DETECTABLEWARNING PANELPROPOSED GRANITECIRCULAR CURBMATCH INTO PROPOSEDSIDEWALK SHOWN ONTHE CIVIL PLANSMATCH INTO PROPOSED CURBSHOWN ON THE CIVIL PLANSRADIUS = 35.00'LENGTH = 9.22'TANGENT = 4.64'Δ = 15°05'21"RADIUS = 19.00'LENGTH = 15.74'TANGENT = 8.35'Δ = 47°27'55"RADIUS = 29.00'LENGTH = 13.73'TANGENT = 6.99'Δ = 27°07'02"PCPTPCPT
PC
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PCPTPROPOSED GRANITESTRAIGHT CURBPROPOSED GRANITESTRAIGHT CURB TO FORMPROPOSED LAYOUT TOMATCH INTO EXISTING CURBPROPOSEDWHEELCHAIR RAMPWITH DETECTABLEWARNING PANELSL
SWLL
CW
CW
CWSL SLDYCLDYCL
DYCLMATCH EXISTING PAVEMENTMARKINGSMATCH EXISTING PAVEMENTMARKINGSSWELSWELSWELSWELPROPOSED CONCRETESIDEWALKPROPOSEDWHEELCHAIR RAMPWITH DETECTABLEWARNING PANELMATCH PROPOSED PAVEMENT MARKINGSSHOWN ON THE CIVIL PLANSMATCH INTO PROPOSEDCONCRETE SIDEWALK SHOWNON THE CIVIL PLANSREMOVE EXISTINGPAVEMENT MARKINGSREMOVE EXISTINGPAVEMENT MARKINGSR10-22R10-22R10-22REMOVE EXISTINGPAVEMENT MARKINGSREMOVE EXISTINGPAVEMENT MARKINGSREMOVE EXISTINGPAVEMENT MARKINGSREMOVE EXISTINGFLASHING SCHOOLSPEED LIMIT ASSEMBLY6' GRANITE STRAIGHTTRANSITION CURBPROPOSED DRIVEWAY,SEE THE CIVIL PLANS FOR PROPOSEDBITUMINOUS CONCRETE PAVEMENTINFORMATIONR3-8 (MOD.)R3-8 (MOD.)MA R10-12aBWLL
PROPOSED GRANITECIRCULAR CURBREMOVE AND RELOCATEEXISTING 35 MPH SPEED LIMITSIGN AND POST NORTH OFCAPTAIN BACON ROADINSTALL NEW FLASHINGSCHOOL SPEED LIMITASSEMBLYRELOCATED EXISTING 40 MPHSPEED LIMIT SIGN AND POSTREMOVE AND DISPOSESCHOOL SIGNS AND POSTREMOVE AND RELOCATE EXISTING 40MPH SPEED LIMIT SIGN AND POSTSOUTH OF HAYWOOD AVENUEMATCH PROPOSED CURBSHOWN ON THE CIVIL PLANSPROPOSEDWHEELCHAIR RAMPWITH DETECTABLEWARNING PANELPROPOSED CURB/EDGE OF PAVEMENTPOINT #1234567NORTHING2710938.00702710932.75362710924.23432710923.28562710930.83712710914.79082710858.1723EASTING1011258.94611011266.48751011283.00131011298.26571011309.57361011343.75351011346.1211STATION AVENUECAPTAINBACON RD.S1-1MA-S4-5bPRELOCATED EXISTING 35 MPHSPEED LIMIT SIGN AND POSTSTATION AVENUELAKEFIELD RD.RELOCATE SCHOOLCROSSWALK ASSEMBLYSTATION AVENUEINSTALL FLASHINGSCHOOL SPEED LIMITASSEMBLYREMOVE EXISTINGFLASHING SCHOOLSPEED LIMIT ASSEMBLY20 Ashburton Place, Floor 8Boston, MA 02108T. +1 617 449 4000F. +1 617 449 4049SCALE:SEALDRAWING TITLE:PROJECT TITLE:PROJECT No:Construction Manager:Civil / Site:Structural:Mechanical & Plumbing:Electrical:Lighting Consultant:DATENO.ISSUEKEY PLANFood Service:Landscape:Planning / Zoning:Envelope Consultant:Code Consultant:Acoustical Consultant:Owner:3/31/2021 3:03 PMH:\217060\DWG\217060 GENERAL PLAN.DWG
71011Dennis-YarmouthIntermediate/MiddleSchoolJANUARY 19, 2021276 Station AvenueSouth Yarmouth, MA 02664PMA Consultants35 Braintree Hill Office Park, Suite 300Braintree, MA 02184CDW Consultants, Inc.6 Huron Drive Natick, MA 01760Girard and Company10 Waterchase DriveRocky Hill, CT 06067Garcia, Galuska & DeSousa, Inc.370 Faunce Corner RoadDartmouth, MA 02747100% CONSTRUCTION DOCUMENTSVAV Engineering400 W. Cummings Park, S-4700Woburn, MA 01801Lighting Consultant NameLighting Consultant AddressTRAVERSE161 West Main StreetGeorgetown, MA 01833TRAVERSE150 Chestnut Street, 4th FloorProvidence, RI 02903Planning / Zoning Consultant NamePlanning / Zoning Consultant AddressThornton Tomassetti386 Fore Street, Suite 401Portland, ME 04101Point Line Space, Inc.75 Lowell StreetCarlisle, MA 01741Cavanaugh Tocci Associates327F Boston Post RoadSudbury, MA 01776296 Station AveSouth Yarmouth, MA 02664Dennis-Yarmouth Regional School DistrictLEGENDEXISTINGPROPOSED90 Canal Street, Suite 301BRYANT ASSOCIATESEngineers Surveyors Construction ManagersBoston, Massachusetts 02114 STATION AVENUECONSTRUCTIONPLANCT-101.0PAVEMENT MARKINGSABBREVIATIONS - LAYOUTPROPOSED CEMENT CONCRETE WALK/WHEELCHAIR RAMPSNOTES1" = 20'SIGNS NEAR CAPTAIN BACON ROADSIGNS NEAR LAKEFIELD ROADSIGNS NEAR UTILITY POLE# 24/43
SCHOOLDRIVEWAY
STATION AVENUE2Ø1 & Ø6314Ø8Ø8Ø2P1P2P3P4P5P6D-2D-1ABCDEFPROPOSED PULL BOX(TYPICAL)PROPOSED SIGNAL CONTROLCABINET, FOUNDATION, ANDCONCRETE PADPROPOSED SERVICECONNECTION TOUTILITY POLEPROPOSED 3"CONDUIT (TYPICAL)20 FT25 FT35 FT
START CROSSINGWatch forVehiclesDON'T STARTFinish CrossingIf StartedDON'T CROSSFLASHINGSTEADYTIMERTIME REMAININGTo Finish CrossingPUSH BUTTONTO CROSS20 Ashburton Place, Floor 8Boston, MA 02108T. +1 617 449 4000F. +1 617 449 4049SCALE:SEALDRAWING TITLE:PROJECT TITLE:PROJECT No:Construction Manager:Civil / Site:Structural:Mechanical & Plumbing:Electrical:Lighting Consultant:DATENO.ISSUEKEY PLANFood Service:Landscape:Planning / Zoning:Envelope Consultant:Code Consultant:Acoustical Consultant:Owner:3/31/2021 3:04 PMH:\217060\DWG\217060 TRAFFIC SIGNAL.DWG
71011Dennis-YarmouthIntermediate/MiddleSchoolJANUARY 19, 2021276 Station AvenueSouth Yarmouth, MA 02664PMA Consultants35 Braintree Hill Office Park, Suite 300Braintree, MA 02184CDW Consultants, Inc.6 Huron Drive Natick, MA 01760Girard and Company10 Waterchase DriveRocky Hill, CT 06067Garcia, Galuska & DeSousa, Inc.370 Faunce Corner RoadDartmouth, MA 02747100% CONSTRUCTION DOCUMENTSVAV Engineering400 W. Cummings Park, S-4700Woburn, MA 01801Lighting Consultant NameLighting Consultant AddressTRAVERSE161 West Main StreetGeorgetown, MA 01833TRAVERSE150 Chestnut Street, 4th FloorProvidence, RI 02903Planning / Zoning Consultant NamePlanning / Zoning Consultant AddressThornton Tomassetti386 Fore Street, Suite 401Portland, ME 04101Point Line Space, Inc.75 Lowell StreetCarlisle, MA 01741Cavanaugh Tocci Associates327F Boston Post RoadSudbury, MA 01776296 Station AveSouth Yarmouth, MA 02664Dennis-Yarmouth Regional School District90 Canal Street, Suite 301BRYANT ASSOCIATESEngineers Surveyors Construction ManagersBoston, Massachusetts 02114 TRAFFIC SIGNALPLANCT-102.01" = 20'TRAFFIC SIGNAL SYMBOLS
DETECTOR NOTESPLAN OF SEGMENTED DETECTOR DETAILSECTION A-ASECTION C-C & D-DSECTION C-C & D-DSECTION B-BDETAIL - PLAN VIEWVERTICAL SECTIONPLANINSTALLATION DETAILSWINDING DETAILSTYPE Q DETECTORTYPE Q DETECTOR - STANDARD QUADRUPOLEWITH STANDARD PAVEMENT MARKINGS AND SIGNINGTYPE D-Q DETECTORTYPE D-Q DETECTOR - DOUBLE QUADRUPOLETYPE D-1 DETECTORRIGHT JUSTIFIED (SEE NOTE 10)TYPE D-1 AND D-2 DETECTORSTYPE D-2 DETECTORLEFT JUSTIFIED (SEE NOTE 11)TYPE D-1 AND D-2 DETECTORSSECTION THROUGH LOOP DETECTORNOTESTRAFFIC DETAILNO. 1CT-103.020 Ashburton Place, Floor 8Boston, MA 02108T. +1 617 449 4000F. +1 617 449 4049SCALE:SEALDRAWING TITLE:PROJECT TITLE:PROJECT No:Construction Manager:Civil / Site:Structural:Mechanical & Plumbing:Electrical:Lighting Consultant:DATENO.ISSUEKEY PLANFood Service:Landscape:Planning / Zoning:Envelope Consultant:Code Consultant:Acoustical Consultant:Owner:3/31/2021 3:09 PMH:\217060\DWG\217060 TRAFFIC DETAILS.DWG
71011Dennis-YarmouthIntermediate/MiddleSchoolJANUARY 19, 2021276 Station AvenueSouth Yarmouth, MA 02664PMA Consultants35 Braintree Hill Office Park, Suite 300Braintree, MA 02184CDW Consultants, Inc.6 Huron Drive Natick, MA 01760Girard and Company10 Waterchase DriveRocky Hill, CT 06067Garcia, Galuska & DeSousa, Inc.370 Faunce Corner RoadDartmouth, MA 02747100% CONSTRUCTION DOCUMENTSVAV Engineering400 W. Cummings Park, S-4700Woburn, MA 01801Lighting Consultant NameLighting Consultant AddressTRAVERSE161 West Main StreetGeorgetown, MA 01833TRAVERSE150 Chestnut Street, 4th FloorProvidence, RI 02903Planning / Zoning Consultant NamePlanning / Zoning Consultant AddressThornton Tomassetti386 Fore Street, Suite 401Portland, ME 04101Point Line Space, Inc.75 Lowell StreetCarlisle, MA 01741Cavanaugh Tocci Associates327F Boston Post RoadSudbury, MA 01776296 Station AveSouth Yarmouth, MA 02664Dennis-Yarmouth Regional School District90 Canal Street, Suite 301BRYANT ASSOCIATESEngineers Surveyors Construction ManagersBoston, Massachusetts 02114 NOT TO SCALE
LEGEND:NOTES:Road TypeDistance Between Signs**BACSUGGESTED WORK ZONE WARNING SIGN SPACINGFORMULAS FOR DETERMINING TAPER LENGTHSSpeed Limit (S)Taper Length (L)FeetType of TaperTaper Length (L)TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONESTYPE ITYPE IITRAFFICMANAGEMENTPLANCT-104.020 Ashburton Place, Floor 8Boston, MA 02108T. +1 617 449 4000F. +1 617 449 4049SCALE:SEALDRAWING TITLE:PROJECT TITLE:PROJECT No:Construction Manager:Civil / Site:Structural:Mechanical & Plumbing:Electrical:Lighting Consultant:DATENO.ISSUEKEY PLANFood Service:Landscape:Planning / Zoning:Envelope Consultant:Code Consultant:Acoustical Consultant:Owner:3/31/2021 3:09 PMH:\217060\DWG\217060 TTCP.DWG
71011Dennis-YarmouthIntermediate/MiddleSchoolJANUARY 19, 2021276 Station AvenueSouth Yarmouth, MA 02664PMA Consultants35 Braintree Hill Office Park, Suite 300Braintree, MA 02184CDW Consultants, Inc.6 Huron Drive Natick, MA 01760Girard and Company10 Waterchase DriveRocky Hill, CT 06067Garcia, Galuska & DeSousa, Inc.370 Faunce Corner RoadDartmouth, MA 02747100% CONSTRUCTION DOCUMENTSVAV Engineering400 W. Cummings Park, S-4700Woburn, MA 01801Lighting Consultant NameLighting Consultant AddressTRAVERSE161 West Main StreetGeorgetown, MA 01833TRAVERSE150 Chestnut Street, 4th FloorProvidence, RI 02903Planning / Zoning Consultant NamePlanning / Zoning Consultant AddressThornton Tomassetti386 Fore Street, Suite 401Portland, ME 04101Point Line Space, Inc.75 Lowell StreetCarlisle, MA 01741Cavanaugh Tocci Associates327F Boston Post RoadSudbury, MA 01776296 Station AveSouth Yarmouth, MA 02664Dennis-Yarmouth Regional School District90 Canal Street, Suite 301BRYANT ASSOCIATESEngineers Surveyors Construction ManagersBoston, Massachusetts 02114 NOT TO SCALE
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2WIRE2WIRE2WIRE2WIREKKTMKLMMKO221"2WIRE2WIRE2WIRE2WIRE2WIRE2WIRE2WIRE2WIRE2WIRE 221""2221""2221"221""2"2"2221"112"221"221""2211""2221""2221""2221""2"2221""2221"221""2"2221"221""2221""2"2221""2221""220 Ashburton Place, Floor 8Boston, MA 02108T. +1 617 449 4000F. +1 617 449 4049SCALE:SEALDRAWING TITLE:PROJECT TITLE:PROJECT No:Owner's Project Manager:Civil / Site:Structural:Mechanical / Electrical:Plumbing / Fire Protection:Theater Consultant:DATENO.ISSUEFood Service:Landscape:FF & E:Envelope Consultant:Code Consultant:Acoustical Consultant:Owner:Sustainability Consultant:Elevator Consultant:AS NOTED71011DENNIS-YARMOUTHINTERMEDIATE /MIDDLE SCHOOLJANUARY 19, 2021296 Station AvenueSouth Yarmouth, MA 02664PMA CONSULTANTS35 Braintree Hill Office Park, Suite 300Braintree, MA 02184CDW CONSULTANTS, INC.6 Huron DriveNatick, MA 01760GIRARD & CO10 Waterchase Drive #300Rocky Hill, CT 06067GARCIA, GALUSKA, DeSOUSA, INC.370 Faunce Corner RoadNorth Dartmouth, MA 02747100% CONSTRUCTION DOCUMENTSVAV INTERNATIONAL400 W. Cummings Park Drive #4700Woburn, MA 01801THEATER DESIGN48 Fair Street, Suite C3Cold Spring, NY 10516CRABTREE McGRATH ASSOCIATES161 West Main StreetGeorgetown, MA 01833TRAVERSE LANDSCAPE150 Chestnut Street, 4th FloorProvidence, RI 02903POINT LINE SPACE75 Lowell StreetCarlisle, MA 01741RJ KENNEY ASSOCIATES72 Washington StreetPlainville, MA 02762R.W. SULLIVAN ENGINEERING529 Main Street Suite 203Boston, MA 02129CAVANAUGH TOCCI ASSOCIATES327F Boston Post RoadSudbury, MA 01776296 Station AvenueSouth Yarmouth, MA 02664DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICTTHORNTON TOMASETTI386 Fore Street, Suite 401Portland, ME 04101SYSKA HENNESSY GROUP10 Post Office Square, Suite 725Boston, MA 02109AQUEOUS CONSULTANTS, LLCIRRIGATION & WATER RESOURCE ENGINEERS2 Dundee Park Drive, Suite B07Andover, MA 01810(978) 470-1695www.aqueous.net02/19/211ADDENDUM 3IRRIGATIONLAYOUTIR-102 FULL-CIRCLESPRINKLERSFULL-CIRCLESPRINKLERSHALF-CIRCLE SPRINKLERSFULL-CIRCLESPRINKLERS010204060IRRIGATION LAYOUT PLANScale 1" = 20'IRRIGATION NOTES1.SEE IRRIGATION DETAILS AND SPECIFICATIONS SECTION 328400 FOR ADDITIONAL REQUIRED INFORMATION.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION.2.COORDINATE FINAL LOCATION OF IRRIGATION AND VALVE BOXES WITH FINAL APPROVED LANDSCAPE. INGENERAL, PLACE ALL VALVE BOXES WITHIN PLANTER BEDS TO MAXIMUM EXTENT PRACTICABLE FORAT-GRADE LANDSCAPE.3.ALL PIPE AND VALVE LOCATIONS ARE DIAGRAMMATIC FOR CLARITY: CONTRACTOR SHALL FIELD VERIFY.4.SPECIFIED VALVE BOX LOCATIONS AND COLORS SHALL BE APPROVED BY LANDSCAPE ARCHITECT AND/OROWNER'S REPRESENTATIVE.5.ALL CONTROL WIRE SHALL BE 14/2 AWG TWO-WIRE INSTALLED PARALLEL TO MAINLINE DIRECT BURIAL WITHDBY/R-6 WIRE SPLICE KITS.6.IRRIGATION SYSTEM IS DESIGNED FOR WELL WATER SUPPLY TO DELIVER 65 GALLONS PER MINUTE (GPM)MINIMUM). WELL DRILLING AND TESTING TO DETERMINE FINAL FLOW RATE AVAILABLE. NEW PUMP STATIONTO PRODUCE 80-PSI DYNAMIC PRESSURE MINIMUM AT EACH AT-GRADE IRRIGATION POINT OF CONNECTION.CONTRACTOR SHALL TEST DYNAMIC PRESSURE BEFORE STARTING WORK AND REPORT ANY DEVIATION TO THEOWNER'S REPRESENTATIVE BEFORE CONTINUING.7.INSTALL NEW CONTROLLER IN PEDESTAL-MOUNTED STAINLESS STEEL ENCLOSURE AS LOCATEDAPPROXIMATELY ON PLANS, AS DIRECTED BY OWNER'S REPRESENTATIVE. HARD WIRE TO 120 VOLT,DEDICATED 20-AMP CIRCUIT, POWER SUPPLY USING LICENSED ELECTRICIAN. COORDINATE WITH SITECOMMUNICATIONS CONTRACTOR TO PROVIDE CAT/5 ETHERNET CABLE TO IRRIGATION CONTROLLER FROMLOCAL AREA NETWORK (INTERNET).8.ALL ABOVE GROUND WIRING SHALL BE INSTALLED IN RIGID, METALLIC CONDUIT FOR VANDALISMPROTECTION.9.GROUND IRRIGATION CONTROLLER TO EARTH AS PER MANUFACTURER AND SPECIFICATIONS. COORDINATEWITH SITE ELECTRICAL CONTRACTOR.10.GROUND ALL DECODERS IN THE FIELD BY CONNECTING ALL GREEN WIRES FROM LIGHTNING ARRESTORS TOBARE COPPER 6AWG WIRE BACK TO GROUNDING ROD IN FIELD. GROUNDING SYSTEM TO EARTH SHALLHAVE RESISTANCE OF 10 OHMS OR LESS.11.COORDINATE LOCATION OF ALL EXISTING AND FUTURE UTILITIES ON SITE, CONTACT PROPER AUTHORITIESAND UTILITY COMPANIES BEFORE THE START OF WORK.12.FLUSH ALL LATERAL LINES BEFORE INSTALLING SPRINKLER AND DRIP IRRIGATION.13.CONTRACTOR MUST SUBMIT PRODUCT CUT SHEETS AS PER THE WRITTEN SPECIFICATIONS TO THE ENGINEERFOR APPROVAL PRIOR TO ORDERING MATERIAL AND BEGINNING WORK.14.MATERIAL SUBSTITUTIONS WHICH VARY FROM THE SPECIFIED PRODUCTS MUST BE SUBMITTED TO THE ENGINEERFOR APPROVAL AS PART OF THE SUBMITTAL PROCESS.15.ONCE APPROVED SUBMITTALS HAVE BEEN RETURNED TO THE CONTRACTOR, WORK MAY BEGIN. OWNER'SREPRESENTATIVE MUST BE NOTIFIED 7 DAYS IN ADVANCE OF THE START OF WORK TO COORDINATE ON-SITESUPERVISION AND ADMINISTRATION.SYMBOLMANUFACTURER/MODELPSIGPMRADIUS Hunter I-25-06-SS 60 4.70 42' Hunter I-25-06-SS 60 9.20 50' Hunter I-25-06-SS 60 14.3 57'SYMBOLMANUFACTURER/MODEL/DESCRIPTION Hunter ICV-G-FS 1", 1-1/2", 2", and 3" Plastic Electric Remote Control Valves, Globe Configuration, with NPT Threaded Inlet/Outlet, for Commercial/Municipal Use. With Filter Sentry. Hunter HQ-44LRC-AW Quick Coupler Valve, Yellow Rubber Locking Cover, Red Brass and Stainless Steel, with 1" NPT Inlet, 2-Piece Body. Acme Key with Anti-Rotation Wings. Drain Valve Baseline BL-3200P Two-Wire Controller in 16-Gauge Stainless-Steel Pedestal Enclosure, Expandable Up to 200 Stations. Baseline BL-5202 Two Station Direct Burial biCoder Baseline BL-5204 Four Station Direct Burial biCoder Baseline BL-5315 biSensor Soil Moisture Sensor Baseline BL-BHM200-NO 2" Baseline 2" Metal Hydrometer with with Integrated Flow and Master Valve Decoder, Normally Open, Male Threaded Well Pump Irrigation Lateral Line: PVC Class 200 SDR 21 Irrigation Mainline: PVC Class 200 SDR 21040815DIC2D4DM#HWP Pipe Sleeve: PVC Schedule 40SYMBOLMANUFACTURER/MODELPSIGPMRADIUS Hunter MP Corner PROS-06-PRS40-CV 40 13' Hunter MP Strip PROS-06-PRS40-CV 40 0.22 5'x15' Hunter MP Strip PROS-06-PRS40-CV 40 0.44 5'x30' Hunter MP1000 PROS-06-PRS40-CV 40 14' Hunter MP2000 PROS-06-PRS40-CV 40 19' Hunter MP2000 PROS-06-PRS40-CV 40 19' Hunter MP3000 PROS-06-PRS40-CV 40 3.64 30' Hunter MP3000 PROS-06-PRS40-CV 40 30' Hunter MP3000 PROS-06-PRS40-CV 40 30' Hunter MP800SR PROS-06-PRS40-CV 40 10'TMGKABYIRRIGATION SCHEDULEDETAIL #14/IR-20313/IR-20312/IR-2034/IR-203X/IR-2037/IR-20316/IR-20316/IR-2032/IR-20312/IR-20315/IR-203X/IR-20311/IR-2036/IR-203PGPressure Gauge in Valve BoxSASurge Arrestor and Decoder Cable Fuse Device9/IR-2032WIRE14/2 AWG Two Wire Path1/IR-203GR8' Ground Rod and Influence Sphere10/IR-203Wire Splice3/IR-203111111111SOIL MOISTURE SENSORSCALIBRATE SOIL MOISTURE SENSORS IN FIELD AS PER MANUFACTURER INSTRUCTIONS. PROGRAM IRRIGATIONCONTROLLER TO IRRIGATE ON HIGH LIMIT (WETTER) SETTINGS DURING THE FIRST YEAR OFESTABLISHMENT/GUARANTEE PERIOD. SWITCH TO LOWER LIMIT (MINIMUM ALLOWABLE) SETTINGS AFTERGUARANTEE PERIOD AT TURNKEY. PROVIDE SOIL MOISTURE SENSORS FOR EACH COMBINATION OF PLANT SPECIES,SUN EXPOSURE, AND SOIL TYPE.CYCLE-SOAKPROGRAM IRRIGATION CONTROLLER TO APPLY DAILY WATER USE IN SOAK CYCLES AS AS TO SPLIT UP APPLICATIONAND ALLOW FOR PROPER HORIZONTAL AND VERTICAL MOVEMENT OF WATER THROUGH SOILS.SURGE PRESSURE MANAGEMENTSET IRRIGATION PROGRAMS TO BEGIN WITH ZONES VALVES FURTHEST AWAY AND SLOWLY GET CLOSER TO THE WELLPUMP IN SEQUENTIAL ORDER. FINAL IRRIGATION ZONE VALVES TO CLOSE SHALL BE CLOSEST AND LOWEST FLOWZONE TO ALLOW PUMP TO RAMP DOWN AND MINIMIZE SURGE PRESSURE WHEN FINAL ZONE CLOSES.GENERAL IRRIGATION STRATEGY13.3A26-M81"Valve NumberProgram LetterValve Size (Inches)Flow (gpm)Zone Assigned Soil MoistureSensor Number1
ARCH. ARCHITECTURAL
B. BOTTOM
B.F. BOTTOM OF FOOTING
BP BEARING PLATE
C.C. CENTER TO CENTER
C.J. CONTROL JOINT
CANTIL. CANTILEVER
CONC. CONCRETE
DIA. DIAMETER
do. DITO/SAME
DWG. DRAWING
EA. EACH
E.J. EXPANSION JOINT
ELEV. ELEVATION
F.P. FIREPROOFING
HD HOLD DOWN
HKP HOUSEKEEPING PAD
HL HUNG LINTEL
k KIP
K*Ft KIP-FOOT
LBS. POUNDS
LGMF LIGHT GAGE METAL FRAMING
LSL LAMINATED STRAND LUMBER
LVL LAMINATED VENEER LUMBER
MEP MECHANICAL ELECTRICAL PLUMBING
A B B R E V I A T I O N S
O.C. ON CENTER
O.F. OUTSIDE FACE
P.A.F. POWDER ACTUATED FASTENER
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PSL PARALLEL STRAND LUMBER
P/C PRE-CAST
REINF. REINFORCED
S.F. STEP FOOTING
SIM. SIMILAR
STL. STEEL
SW SHEAR WALL
T. TOP
T.P. TOP OF PIER
T.S. TOP OF SHELF
T.W. TOP OF WALL
TYP. TYPICAL
U.O.N. UNLESS OTHERWISE NOTED
W.W.F. WELDED WIRE FABRIC
WD. WOOD
WF WIDE FLANGE
S T R U C T U R A L D R A W I N G L I S T
W * * x * *(-2")(-2")
24k 24k.
INDICATES FIELD WELDED
MOMENT CONNECTION.
BEAM SIZE
BEAM SHEAR REACTION (kips).
TOP OF BEAM ELEVATION RELATIVE
TO FLOOR TOP OF STEEL.
INDICATES DIRECTION OF DOWNWARD SLOPE.
c = 3/4"
[ 12 ]BF
COLUMN OR POST
BEAM CAMBER DIMENSION
INDICATES SPRAY APPLIED
FIREPROOFING (1-HR U.O.N.)
COMPOSITE SHEAR STUD QUANTITY
INDICATES STEEL BRACED FRAME.
A 1
T.P. = -0' - 10"
B.F. = -4' - 2"
T.S. = -1' - 0"
B.F. = -4' - 0"
T.W. = 0' - 0"
REINFORCED CONCRETE FOOTING
TOP OF SHELF ELEVATION
REINFORCED CONCRETE FOUNDATION WALL
BOTTOM OF WALL FOOTING ELEVATION.
TOP OF FOUNDATION WALL ELEVATION.
SHADED REGION INDICATES DROP
IN TOP OF FOUNDATION WALL.
COLUMN FOOTING DESIGNATION AND
BOTTOM OF FOOTING ELEVATION.
CONCRETE PIER DESIGNATION
AND TOP OF PIER ELEVATION.
COLUMN GRID LINE
F R A M I N G L E G E N D
F O U N D A T I O N L E G E N D
SFINDICATES STEPPED FOOTING
MSW-2
CMU CONTROL JOINT LOCATION,
REFER TO TYPICAL DETAIL.
CMU SHEAR WALL DESIGNATION.
OPENING IN CMU WALL. REFER TO FRAMING
PLAN AND DETAILS FOR LINTEL REQUIREMENTS.
CMU WALL, REFER TO TYPICAL DETAIL
FOR LAYOUT OF REINFORCING.
BP
C O N C R E T E M A S O N R Y W A L L L E G E N D
BEARING PLATE FOR
FRAMING MEMBER
FRAMING MEMBER
2
S T R U C T U R A L P L A N L E G E N D
INDICATES SPAN DIRECTION AND DESIGNATION OF
FLOOR AND/OR ROOF CONSTRUCTION
DRAWING MATCHLINE
S-102
S-101
BUILDING EXPANSION JOINTEJ
EXISTING GRADE CONTOUR125
UNDERSLAB OR FOOTING DRAIN PIPE10" Ø
B-1 SOIL TEST BORING LOCATION AND DESIGNATION
S-1
NEW FRAMING
EXISTING FRAMING
DEMO FRAMING
DESIGN PARAMETERS - SNOW, WIND AND EARTHQUAKE
D E S I G N D A T A
I s = 1.10
CATEGORY
LOADING TO BE INCREASED IN AREAS OF SNOW DRIFTING AS REQUIRED BY THE MASSACHUSETTS STATE BUILDING CODE.
SEISMIC DESIGN CATEGORY
WIND DATA
ULTIMATE DESIGN WIND SPEED
SEISMIC DATA
SNOW IMPORTANCE FACTOR
WIND EXPOSURE CATEGORY
INTERNAL PRESSURE COEFFICIENT
BUILDING RISK CATEGORY
BASIC SEISMIC FORCE-RESISTING SYSTEM
SITE CLASSIFICATION
SNOW EXPOSURE FACTOR
CATEGORY 'C'
CLASS 'D'
1.
FLAT ROOF AREAS + DRIFT
SNOW DATA
GROUND SNOW LOAD
FLAT ROOF SNOW LOAD
570250
pf = 23.2 psf
pg = 30.0 psf
2010 107
FRAMINGLOAD
CODES USED
LOCATION
REINFORCING STEEL
STRESSES USED
CEILING
5
SLAB
DECK
-OR-LIVE
LOAD
325
ROOFING
FINISH
-OR-
7
MISC.DEAD
TOTAL
38158
STEEL SYSTEMS NOT SPECIFICALLY
DETAILED FOR SEISMIC RESISTANCE
MAPPED SPECTRAL RESPONSE SS = 0.150
THERMAL FACTOR
Vult = 152.0 mph
COMPONENTS AND CLADDING
READING ROOM 570602 510
1.
CLASSROOMS AND OFFICES 157
63
2.
15 PSF INCLUDED IN MISC. DEAD LOAD FOR WEIGHT OF INTERIOR PARTITIONS.2.
CATEGORY 'B'
DESIGN BASE SHEAR V = 187 kips
152
SOIL BEARING CAPACITY
CONTROLLED FILL 4,000 PSF
CONCRETE AND MASONRY
FOUNDATION FOOTINGS
INTERIOR WALLS
SLAB ON GRADE
EXTERIOR WALLS
f' = 3,000 PSI
SLAB ON DECK
TYPICAL CMU WALLS
c
92
REFER TO SCHEDULE
Ce = 1.00
Ct = 1.00
NOMINAL DESIGN WIND SPEED
GCpi = +/- 0.18
DESIGN WIND PRESSURE
CATEGORYBUILDING RISK CATEGORY
f' = 3,000 PSIc
f' = 3,500 PSIc
f' = 3,000 PSIc
f' = 4,000 PSIc
f' = 1,900 PSI U.O.N.m
ASTM GR. 60
STRUCTURAL STEEL
WIDE FLANGE SHAPES
ASTM A992 f' = 50 KSIy
ROUND HSS SHAPES
ASTM A500 GR. B f' = 42 KSIy
RECTANGULAR HSS SHAPES
ASTM A500 GR. B f' = 46 KSIy
PIPE SHAPES
ASTM A53 GR. B f' = 35 KSIy
MISCELLANEOUS SHAPES
ASTM A36 f' = 36 KSIy
780 CMR 9TH EDITION
ACI 318-14
ACI 530-13 ACI 530.1-13
ANSI/AISC 360-10
ASCE 5-13
ASCE 6-13
ASCE 7-10
GENERAL
ANSI S100-12
TMS 402-13 TMS 602-13
IBC-2015
CONCRETE
MASONRY
STEEL
780 CMR TABLE 1604.11
ASCE 7-10, SECTION 7.3
MINIMUM FLAT ROOF SNOW LOAD pf,min = 25.0 psf780 CMR TABLE 1604.11
ASCE 7-10, TABLE 7-2
ASCE 7-10, TABLE 1.5-2
ASCE 7-10, TABLE 7-3
NOTE:
REFER TO STRUCTURAL DRAWING S-1.02 FOR SNOW DRIFT DESIGN INFORMATION INCLUDING DRIFT SURCHARGE LOADS (pd) AND
WIDTH OF SNOW DRIFT (W).
Vasd = 117.6 mph
780 CMR TABLE 1604.11
IBC-2015 TABLE 1609.3.1
ASCE 7-10, TABLE 1.5-1
ASCE 7-10, SECTION 26.7.3
ASCE 7-10, TABLE 26.11-1
ASCE 7-10, CHAPTER 30
I e = 1.25SNOW IMPORTANCE FACTOR ASCE 7-10, TABLE 1.5-2
ASCE 7-10, TABLE 1.5-1
ACCELERATION PARAMETERS
780 CMR TABLE 1604.11
S1 = 0.054
GEOTECHNICAL REPORT
DESIGN SPECTRAL RESPONSE
ACCELERATION PARAMETERS
SDS = 0.159
SD1 = 0.086
ASCE 7-10, SECTION 11.4.4
ASCE 7-10, SECTION 11.6
ASCE 7-10, TABLE 12.2-1
ASCE 7-10, SECTION 12.8.1
SEISMIC RESPONSE COEFFICIENT CS = 0.0663ASCE 7-10, SECTION 12.8.1.1
RESPONSE MODIFICATION COEFFICIENT R = 3ASCE 7-10, TABLE 12.2-1
ANSI/AWC NDS-2015
WOOD
10 PSF INCLUDED IN MISC. DEAD LOAD FOR WEIGHT OF PHOTOVOLTAIC ARRAY SYSTEM WHERE INDICATED ON FRAMING PLANS.3.
3.
GENERAL
SEISMIC DATA
EQUIVALENT LATERAL FORCEANALYSIS PROCEDURE UTILIZED ASCE 7-10, SECTION 12.8
BASIC SEISMIC FORCE-RESISTING SYSTEM STEEL SYSTEMS NOT SPECIFICALLY
DETAILED FOR SEISMIC RESISTANCE
DESIGN BASE SHEAR V = 50 kips
ASCE 7-10, TABLE 12.2-1
ASCE 7-10, SECTION 12.8.1
SEISMIC RESPONSE COEFFICIENT CS = 0.0663ASCE 7-10, SECTION 12.8.1.1
RESPONSE MODIFICATION COEFFICIENT R = 3ASCE 7-10, TABLE 12.2-1
SEISMIC DATA
EQUIVALENT LATERAL FORCEANALYSIS PROCEDURE UTILIZED ASCE 7-10, SECTION 12.8
BASIC SEISMIC FORCE-RESISTING SYSTEM STEEL SYSTEMS NOT SPECIFICALLY
DETAILED FOR SEISMIC RESISTANCE
DESIGN BASE SHEAR V = 227 kips
ASCE 7-10, TABLE 12.2-1
ASCE 7-10, SECTION 12.8.1
SEISMIC RESPONSE COEFFICIENT CS = 0.0663ASCE 7-10, SECTION 12.8.1.1
RESPONSE MODIFICATION COEFFICIENT R = 3ASCE 7-10, TABLE 12.2-1
SEISMIC DATA
EQUIVALENT LATERAL FORCEANALYSIS PROCEDURE UTILIZED ASCE 7-10, SECTION 12.8
BASIC SEISMIC FORCE-RESISTING SYSTEM STEEL SYSTEMS NOT SPECIFICALLY
DETAILED FOR SEISMIC RESISTANCE
DESIGN BASE SHEAR V = 227 kips
ASCE 7-10, TABLE 12.2-1
ASCE 7-10, SECTION 12.8.1
SEISMIC RESPONSE COEFFICIENT CS = 0.0663ASCE 7-10, SECTION 12.8.1.1
RESPONSE MODIFICATION COEFFICIENT R = 3ASCE 7-10, TABLE 12.2-1
SEISMIC DATA CLASSROOM WING - AREA D
EQUIVALENT LATERAL FORCEANALYSIS PROCEDURE UTILIZED ASCE 7-10, SECTION 12.8
CLASSROOM WING - AREA C
GYMNASIUM - AREA B
PUBLIC SPACE - AREA A & B
LIBRARY 5701502 510 242
92
STAIRS AND LOBBIES 5701002 510 192
92
570802 510 172
92CORRIDORS (ABOVE FIRST FLOOR)
LIGHT STORAGE 5701252 510 217
92
2
S T R U C T U R A L N O T E S
THE STRUCTURAL DRAWINGS, INCLUDING ALL PLANS, SECTIONS, DETAILS AND
SPECIFICATIONS, SHALL BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS,
SITE/CIVIL/LANDSCAPE DRAWINGS, MECHANICAL/ELECTRICAL/PLUMBING DRAWINGS AND
VENDOR CERTIFIED DIMENSION DRAWINGS TO OBTAIN THE NECESSARY DIMENSIONS TO
PREPARE SHOP DRAWINGS WITH SUFFICIENT DETAIL AND DIMENSIONS TO COMPLETE THE
WORK.
A2.
A. G E N E R A L
UNLESS OTHERWISE NOTED WITHIN THE STRUCTURAL DRAWINGS, THE SECTIONS AND
DETAILS SHOWN SHALL BE CONSIDERED TYPICAL AND CONTIGUOUS AND SHALL BE
APPLICABLE TO SIMILAR CONDITIONS WITHIN THE PROJECT SCOPE.
A1.
THE CONTRACTOR SHALL COORDINATE AND ADJUST ALL DIMENSIONS NOTED ON THESE
DRAWINGS WITH AN 'A' MARK WITH THE CONTRACTOR SELECTED VENDOR CERTIFIED
DIMENSION DRAWINGS
A3.
ALL EXISTING INFORMATION, DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED IN THE
FIELD BY THE CONTRACTORS. INCONSISTENCIES BETWEEN EXISTING CONDITIONS AND THE
INFORMATION PROVIDED IN THESE DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION
OF THE ENGINEER FOR INTERPRETATION AND DIRECTION.
A4.
ATTACHMENT AND SUPPORT OF MECHANICAL EQUIPMENT SHALL FOLLOW THE
MANUFACTURER INSTALLATION INSTRUCTIONS.
A5.
THE STRUCTURE HAS BEEN ENGINEERED TO BE SELF SUPPORTING ONCE THE WORK IS
COMPLETE. THE CONTRACTOR HAS SOLE RESPONSIBILITY FOR THE STRUCTURES STABILITY
DURING CONSTRUCTION INCLUDING MEANS METHODS OF ERECTION, TEMPORARY
SHORING AND TEMPORARY BRACING.
A6.
THE CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR FOLLOWING ALL APPLICABLE
SAFETY CODES AND REGULATIONS DURING ALL PHASES OF THE WORK.
A7.
INSPECTION AND MATERIALS TESTING SHALL BE AS SPECIFIED IN THE DRAWINGS AND THE
"SCHEDULE OF SPECIAL INSPECTIONS" DOCUMENT.
A8.
ALL MECHANICAL OR ADHESIVE ANCHORS SHALL BE INSTALLED IN STRICT ACCORDANCE
WITH THE MANUFACTURERS WRITTEN INSTALLATION REQUIREMENTS.
A9.
B1.
B. D E S I G N I N F O R M A T I O N
REFER TO THE DESIGN DATA TABLE FOR THE APPLICABLE CODES AND DESIGN REFERENCES
USED IN THE ENGINEERING OF WORK PRESENTED IN THESE DOCUMENTS.
REFER TO THE DESIGN DATA TABLE FOR LIVE LOADS, SNOW LOADS, WIND LOADS, SEISMIC
LOADS AND RELATED DESIGN PARAMETERS.
B2.
THE ALLOWABLE SOIL BEARING CAPACITY HAS BEEN ASSUMED TO BE AS LISTED WITHIN
DESIGN DATA TABLE FOR SHALLOW FOUNDATION DESIGN. THIS BEARING CAPACITY SHALL
BE VERIFIED IN THE FIELD BY A QUALIFIED GEOTECHNICAL ENGINEER ENGAGED BY THE
OWNER. FOOTINGS SHALL NOT BE PLACED WITHOUT APPROVAL FROM THE
GEOTECHNICAL ENGINEER.
B3.
THE DESIGN LOADING FOR MECHANICAL EQUIPMENT SPECIFIED IN THE WORK IS BASED
ON THE OPERATIONAL WEIGHT AND DYNAMIC FORCES PUBLISHED IN MANUFACTURERS
CUT SHEET DATA AT THE TIME OF THE DESIGN.
B4.
C.
C3.
C1.
D2.
FOOTINGS ARE TO BE PLACED ON NATURAL INORGANIC SOILS, CONTROLLED STRUCTURAL
FILLS OVER NATURAL INORGANIC SOILS, OR GROUND IMPROVED SYSTEMS HAVING A
MINIMUM SOIL BEARING CAPACITY AS STATED IN THE DESIGN INFORMATION.
C4.
C3.
D.
F O O T I N G S
ALL BOTTOM OF FOOTING ELEVATIONS SHALL EXTEND A MINIMUM OF 4'-0" BELOW
FINISH GRADES FOR FROST PROTECTION.
D3.
ALL FOOTINGS SHALL BE A MINIMUM OF 12 INCHES THICK AND EXTEND 4 INCHES BEYOND
EACH FACE OF THE SUPPORTED WALL OR 9 INCHES BEYOND EACH FACE OF THE
SUPPORTED PIER, UNLESS DIMENSIONED OTHERWISE.
D4.
ALL FOOTINGS, CONTINUOUS AND SPREAD TYPE, SHALL BE REINFORCED.
D5.
C2.
FOOTING GEOMETRY AND REINFORCING SHALL BE CENTERED ON WALLS AND/OR PIERS,
UNLESS DIMENSIONED OTHERWISE.
D6.
C O N C R E T E
D1.
ELEVATION OF BOTTOM OF FOOTINGS TO BE VERIFIED WITH FIELD CONDITIONS.
CONCRETE STRENGTH AT 28 DAYS SHALL BE AS INDICATED IN DESIGN DATA.
PROTECTIVE COVER, SPLICE LAP AND EMBEDMENT FOR REINFORCING STEEL SHALL BE PER
LATEST ACI SPECIFICATION AS NOTED IN THE DESIGN DATA SCHEDULE.
CONTINUOUS WALL POURS SHALL NOT EXCEED 60 FEET IN ONE DIRECTION. REFER TO
TYPICAL DETAILS FOR CONSTRUCTION JOINTS IN WALLS AND CONTINUOUS FOOTINGS.
ALL CONCRETE WALLS ARE TO BE REINFORCED. IF NOT SPECIFICALLY SHOWN OR
SIMILARLY DETAILED, PROVIDE 2 # 5 BARS TOP AND BOTTOM CONTINUOUS AND # 4 BARS
AT 12" ON CENTER BOTH WAYS BOTH FACES.
ALL SLABS ON GRADE SHALL BE REINFORCED WITH 6x6-W2.1xW2.1 WELDED WIRE FABRIC
MINIMUM. ALL WELDED WIRE FABRIC SHALL BE SUPPLIED IN FLAT SHEETS ONLY. UNLESS
OTHERWISE DETAILED LOCATE WELDED WIRE FABRIC AT THE MID DEPTH OF THE SLAB.
THE SIZE OF A SINGLE SLAB ON GRADE PLACEMENT SHALL BE LIMITED TO AN AREA THAT
CAN BE SAW-CUT AT THE PROPER TIME WITHOUT EXTENSIVE DELAY. AREA BETWEEN SAW-
CUTS SHALL BE ROUGHLY SQUARE AND NOT EXCEED 144 SQUARE FEET, OR 36 TIMES THE
DEPTH OF THE SLAB.
PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD
OR HOT TEMPERATURES. ALL CONCRETE SHALL BE MOISTURE (WET) CURED FOR SEVEN
DAYS IN ACCORDANCE WITH ACI-308.1
D7.
E. S T R U C T U R A L S T E E L
ALL CONNECTIONS SHALL BE DETAILED BY THE STEEL FABRICATOR TO SUPPORT THE
UNIFORM LOAD TABLE'S MAXIMUM UNIFORM LOAD AS CALLED FOR IN THE A.I.S.C.
UNLESS THE REACTIONS ARE INDICATED ON THE PLANS.
E1.
WELDING TO EXISTING STEEL SURFACES SHALL BE CONDUCTED IN ACCORDANCE WITH
AWS D1.1 REQUIREMENTS.
E2.
ALL WELDED CONNECTIONS SHALL USE E70-XX ELECTRODES, WITH CLASSIFICATIONS "XX"
SELECTED IN ACCORDANCE WITH AWS D1.1/D1.1M FOR THE WELDING PROCEDURE.
E4.
ALL BOLTED CONNECTIONS SHALL USE HIGH STRENGTH A325 OR A490 BOLTSE3.
STAIR FRAMING ARRANGEMENT SHOWN FOR GENERAL LOAD PATH ONLY. SEE
SPECIFICATIONS FOR ENGINEERING REQUIREMENTS. REFER TO ARCHITECTS DRAWINGS
FOR RAILINGS, STRINGERS, RISERS, TREADS, HANDRAILS, MISCELLANEOUS STEEL.
E5.
ALL STEEL AND CONNECTING HARDWARE EXPOSED TO THE WEATHER SHALL BE HOT-DIP
GALVANIZED IN ACCORDANCE WITH ASTM A123, ASTM 153, OR ASTM A653 AS
APPLICABLE.
E6.
S U B M I T T A L Si.
CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL ROOF AND FLOOR OPENINGS
WITH ARCHITECTURAL AND MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS.
A10.
SHOP DRAWINGS SHALL BE PROVIDED IN ELECTRONIC PDF FORMAT. i1.
PRODUCT DATA, DESIGN MIXES, ENGINEERING CALCULATIONS SHALL BE SUBMITTED IN
ELECTRONIC PDF FORMAT ONLY.
i2.
ELECTRONIC PDF SUBMITTALS WILL BE RETURNED WITHIN 14 DAYSi3.
THE CONTRACTOR SHALL INCLUDE IN THEIR BID AN ADDITIONAL QUANTITY OF CONCRETE
REQUIRED TO COMPENSATE FOR THE DEFLECTION OF BEAMS AND METAL DECK. THE
CONTRACTOR SHALL CALCULATE THIS QUANTITY BASED ON THE PLAN LAYOUT AND
ANTICIPATED DEFLECTIONS OF THE BEAM SIZES INDICATED ON THE PLANS.
D8.
AN UNDERSLAB VAPOR BARRIER SHALL BE PROVIDED AT ALL NEW PLACEMENTS OF
INTERIOR SLABS ON GRADE. REFER TO PROJECT SPECIFICATIONS.
D9.
G. U N I T M A S O N R Y
CONCRETE MASONRY CONSTRUCTION WORK SHALL CONFORM TO :
BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES ACI 530/530R-13
SPECIFICATIONS FOR MASONRY STRUCTURES ACI 530.1/530.1R-13
G1.
CONCRETE MASONRY STRENGTH F'm SHALL BE NOT LESS THAN 1,500 PSI.G2.
CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90, TYPE 1G3.
MORTAR FOR REINFORCED CMU SHALL CONFORM TO ASTM C270, TYPE S.G4.
GROUT SHALL CONFORM TO ASTM C476, FINE TYPE WITH A MINIMUM 28-DAY
COMPRESSIVE STRENGTH OF 2,500 PSI. CONCRETE MASONRY WALL CONSTRUCTION SHALL
BE IN ACCORDANCE WITH LOW LIFT GROUTING METHOD.
G5.
HORIZONTAL JOINT REINFORCING SHALL CONFORM TO ASTM A82, # 9 WIRE SPACED
AT 16" o.c. VERTICALLY.
G6.
VERTICAL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60 DEFORMED BARS.G7.
H. C O L D F O R M E D L I G H T G A G E M E T A L F R A M I N G
SYSTEM COMPONENTS: MANUFACTURER’S STANDARD LOAD-BEARING STEEL STUDS AND
JOISTS OF TYPE, SIZE, AND SHAPE AS INDICATED IN THE DRAWINGS. WITH EACH TYPE OF
METAL FRAMING REQUIRED, PROVIDE MANUFACTURER’S STANDARD STEEL RUNNERS
(TRACKS), BLOCKING, LINTELS, CLIP ANGLES, SHOES, REINFORCEMENTS, FASTENERS, AND
ACCESSORIES FOR APPLICATIONS INDICATED AS NEEDED TO PROVIDE A COMPLETE METAL
FRAMING SYSTEM.
H1.
MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS
OF ONE OF THE FOLLOWING:
H2.
1.DALE INDUSTRIES, INC.
2.DIETRICH INDUSTRIES, INC.
3.MARINO INDUSTRIES, INC.
FRAMING COMPONENTS MAY BE PREFABRICATED INTO ASSEMBLIES BEFORE ERECTION.
FABRICATE PANELS PLUMB, SQUARE, TRUE TO LINE, AND BRACED AGAINST RACKING WITH
JOINTS WELDED. PERFORM LIFTING OF PREFABRICATED UNITS TO PREVENT DAMAGE OR
DISTORTION.
H4.
ATTACH SIMILAR COMPONENTS BY WELDING OR SCREWING. ATTACH DISSIMILAR
COMPONENTS BY WELDING, BOLTING, OR SCREW FASTENERS, AS STANDARD WITH
MANUFACTURER.
H5.
INSTALL METAL FRAMING SYSTEMS IN ACCORDANCE WITH MANUFACTURER’S PRINTED OR
WRITTEN INSTRUCTIONS AND RECOMMENDATIONS.
H6.
FABRICATION AND INSTALLATION OF CFMF SHALL COMPLY WITH AISI'S "NORTH
AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL
MEMBERS" AND ITS "STANDARD FOR COLD-FORMED STEEL FRAMING - GENERAL
PROVISIONS."
H7.
WELDING SHALL BE IN ACCORDING TO AWS D1.1/D1.1M, "STRUCTURAL WELDING CODE--
STEEL," AND AWS D1.3, "STRUCTURAL WELDING CODE--SHEET STEEL."
H8.
THE TOP OF ALL CMU WALLS AND PARTITIONS SHALL BE ANCHORED TO THE STRUCTURE
ABOVE FOLLOWING THE TYPICAL DETAILS PROVIDED WITHIN THESE DRAWINGS.
LINTELS SHALL BE PROVIDED IN ALL NEW MASONRY OPENINGS AND NEW OPENINGS IN
EXISTING MASONRY. REFER TO SCHEDULES PROVIDED WITHIN THESE DRAWINGS.
G8.
G9.
REFER TO THE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR REQUIRED FIRE
RATINGS.
G9.
C5.
F. S T E E L D E C K
STEEL DECK WORK SHALL CONFORM TO THE STEEL DECK INSTITUTE STANDARDS FOR NON-
COMPOSITE STEEL FLOOR DECK, COMPOSITE STEEL FLOOR DECK SLABS, STEEL ROOF DECK,
AND QUALITY CONTROL AND QUALITY ASSURANCE FOR INSTALLATION OF STEEL DECK.
F1.
DO NOT HANG ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING OR
FIREPROTECTION SYSTEMS OR COMPONENTS FROM METAL ROOF DECK. PROVIDE
SUPPLEMENTAL FRAMING, ENGINEERED BY THE COMPONENT INSTALLER/CONTRACTOR,
TO SPAN AND ATTACH TO THE PRIMARY STRUCTURAL SYSTEM.
F2.
UNLESS NOTED OTHERWISE ON THE DRAWING EDGE OF DECKING SHALL END AT THE
CENTERLINE OF SUPPORTING FRAMING OR OUTSIDE EDGE OF ANGLES.
F3.
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO.ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/26/2021 5:25:15 PMC:\Users\ENG-03\Documents\17030_s19_kbrown@girardco.com.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-1.01
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
DESIGN DATA
GENERAL NOTES
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
SHEET
NUMBER SHEET NAME
ISSUE
DATE ISSUE SET
S-1.01 DESIGN DATA GENERAL NOTES 03-01-2021 Construction Documents
S-1.02 STRUCTURAL LOADING 01-19-2021 Construction Documents
S-1.03 BUILDING EARTHWORK AND SOIL BORING LOGS 01-19-2021 Construction Documents
S-1.04 BUILDING SITEWORK PROFILES 01-19-2021 Construction Documents
S-1.11A FOUNDATION PLAN AREA - A 03-01-2021 Construction Documents
S-1.12A FIRST FLOOR FRAMING PLAN AREA - A 03-01-2021 Construction Documents
S-1.13A BALCONY FRAMING PLAN AREA - A 03-01-2021 Construction Documents
S-1.13B FOUNDATION PLAN AREA - B 03-01-2021 Construction Documents
S-1.14C FOUNDATION PLAN AREA - C 03-01-2021 Construction Documents
S-1.15D FOUNDATION PLAN AREA - D 03-01-2021 Construction Documents
S-1.21A LOW ROOF FRAMING PLAN AREA - A 03-01-2021 Construction Documents
S-1.22B SECOND FLOOR FRAMING PLAN AREA - B 03-01-2021 Construction Documents
S-1.23C SECOND FLOOR FRAMING PLAN AREA - C 03-01-2021 Construction Documents
S-1.24D SECOND FLOOR FRAMING PLAN AREA - D 03-01-2021 Construction Documents
S-1.31A ROOF FRAMING PLAN AREA - A 03-01-2021 Construction Documents
S-1.32B ROOF FRAMING PLAN AREA - B 03-01-2021 Construction Documents
S-1.33C ROOF FRAMING PLAN AREA - C 03-01-2021 Construction Documents
S-1.34D ROOF FRAMING PLAN AREA - D 03-01-2021 Construction Documents
S-1.41B HIGH ROOF FRAMING PLAN - AREA B 03-01-2021 Construction Documents
S-1.51 PARTIAL FRAMING PLANS 02-12-2021 Construction Documents
S-2.00 TYPICAL FOUNDATION DETAILS 03-01-2021 Construction Documents
S-2.01 TYPICAL FOUNDATION DETAILS 03-01-2021 Construction Documents
S-2.02 FOUNDATION SECTIONS 03-01-2021 Construction Documents
S-2.03 FOUNDATION SECTIONS 03-01-2021 Construction Documents
S-3.00 TYPICAL FRAMING DETAILS 01-19-2021 Construction Documents
S-3.01 TYPICAL FRAMING DETAILS 03-01-2021 Construction Documents
S-3.02 FRAMING SECTIONS 03-01-2021 Construction Documents
S-3.03 FRAMING SECTIONS 03-01-2021 Construction Documents
S-3.04 FRAMING SECTIONS 02-12-2021 Construction Documents
S-3.05 FRAMING SECTIONS 03-01-2021 Construction Documents
S-3.06 FRAMING SECTIONS 02-12-2021 Construction Documents
S-3.07 FRAMING SECTIONS 02-12-2021 Construction Documents
S-3.08 FRAMING SECTIONS 02-12-2021 Construction Documents
S-3.09 FRAMING SECTIONS 03-01-2021 Construction Documents
S-3.10 FRAMING SECTIONS 02-12-2021 Construction Documents
S-3.11 FRAMING SECTIONS 03-01-2021 Construction Documents
S-3.12 FRAMING SECTIONS 02-12-2021 Construction Documents
S-3.13 FRAMING SECTIONS 02-12-2021 Construction Documents
S-4.00 LATERAL FRAMING ELEVATIONS AREA - A 03-01-2021 Construction Documents
S-4.01 LATERAL FRAMING ELEVATIONS AREA - B 01-19-2021 Construction Documents
S-4.02 LATERAL FRAMING ELEVATIONS AREA - C 01-19-2021 Construction Documents
S-4.03 LATERAL FRAMING ELEVATIONS AREA - D 01-19-2021 Construction Documents
S-5.00 COLUMN BASE DETAILS 03-01-2021 Construction Documents
S-5.01 COLUMN SCHEDULE AREA - A 03-01-2021 Construction Documents
S-5.02 COLUMN SCHEDULE AREA - B 03-01-2021 Construction Documents
S-5.03 COLUMN SCHEDULE AREA - C AND D 03-01-2021 Construction Documents
S-6.00 BUILDING ELEVATIONS 03-01-2021 Construction Documents
S-6.01 AUDITORIUM TRUSS ELEVATIONS 03-01-2021 Construction Documents
S-6.02 GYMNASIUM TRUSS ELEVATIONS 01-19-2021 Construction Documents
S-6.03 TRUSS DETAILS 03-01-2021 Construction Documents
S-7.00 TYPICAL MASONRY DETAILS 02-12-2021 Construction Documents
A B
C
D
1 2-12-21 Structural Bulletin No. 1
2 03-01-21 Addendum No. 8
(addendum 2)
aa
ROOF
ZONESECTION < 10 SF
OVHG.
4
5
WALL
COMPONENTS AND CLADDING DESIGN WIND PRESSURES (PSF)
NOTES
< 20 SF < 50 SF > 100 SF
ASCE-7 FIGURE
REFERENCE
EFFECTIVE WIND AREA IN SQUARE FEET (SF)
30.4-2A
30.4-1
30.4-1
VULT = 152 MPH
(+) 52.6 (-) 70.1 (+) 50.2 (-) 65.4 (+) 47.2 (-) 59.3 (+) 44.8 (-) 54.6
(+) 44.8 (-) 49.2(+) 47.2 (-) 51.5(+) 50.2 (-) 54.6(+) 52.6 (-) 56.9
-- (-) 145.0 -- (-) 115.7 -- (-) 77.0 -- (-) 47.7
-- (-) 86.6-- (-) 88.1-- (-) 90.0-- (-) 91.5
(+) 23.4 (-) 57.4
MAIN (-) 145.0 (-) 87.2 (-) 62.3
(-) 62.3(-) 72.5(-) 86.1(-) 96.4
(+) 18.5 (-) 52.6(+) 20.0 (-) 54.0(+) 21.9 (-) 56.0
3
2
1
OVHG.
MAIN
MAIN
45 5
3 2aa
a a
3 3
3
2
2 21
Z O N E S F O R W A L L S Z O N E S F O R R O O F S
LBHEIGHTL or B
VALUES IN THE CHART ARE BASED ON ASCE 7-10 USING WIND LOAD PARAMETERS LISTED IN THE DESIGN DATA , Kd = 0.85, Kzt = 1.0,
GCpi = (+/-) 0.18, AND THE MAXIMUM BUIDLING EAVE HEIGHT.
1.
NEGATIVE VALUES (-) INDICATE WIND PRESSURES ACTING AWAY FROM THE SURFACES.2.
POSITIVE VALUES (+) INDICATE WIND PRESSURES ACTING TOWARDS THE SURFACES.3.
NOTATION:
a:10 PERCENT OF LEAST HORIZONTAL DIMENSION "L" OR "B" OR 0.4h, WHICH EVER IS SMALLER, BUT NOT LESS THAN
EITHER 4 PERCENT OF LEAST HORIZONTAL DIMENSION "L" OR "B" OR 3 FEET.
4.
h: EAVE HEIGHT
KEY PLAN FOR WIND ZONES:5.
(+) 23.4 (+) 18.5(+) 20.0(+) 21.9
(+) 23.4 (+) 18.5(+) 20.0(+) 21.9 (-) 120.1
30.4-2A
30.4-2A
V
CLASSROOM WINGS AND PUBLIC SPACE PRIMARY ROOFS - AREA A, B, C, & D (HMAX = 28'-6")
ROOF
ZONESECTION < 10 SF
OVHG.
4
5
WALL
< 20 SF < 50 SF > 100 SF
ASCE-7 FIGURE
REFERENCE
EFFECTIVE WIND AREA IN SQUARE FEET (SF)
30.4-2A
30.4-1
30.4-1
ULT = 152 MPH
(+) 55.4 (-) 73.9 (+) 53.0 (-) 69.0 (+) 49.7 (-) 62.5 (+) 47.3 (-) 57.6
(+) 47.3 (-) 51.9(+) 49.7 (-) 54.3(+) 53.0 (-) 57.6(+) 55.4 (-) 60.0
-- (-) 152.9 -- (-) 122.0 -- (-) 81.2 -- (-) 50.3
-- (-) 91.3-- (-) 92.9-- (-) 94.9-- (-) 96.5
(+) 24.6 (-) 60.5
MAIN (-) 152.9 (-) 91.9 (-) 65.7
(-) 65.7(-) 76.5(-) 90.8(-) 101.6
(+) 19.5 (-) 55.4(+) 21.0 (-) 57.0(+) 23.1 (-) 59.0
3
2
1
OVHG.
MAIN
MAIN
(+) 24.6 (+) 19.5(+) 21.0(+) 23.1
(+) 24.6 (+) 19.5(+) 21.0(+) 23.1 (-) 126.6
30.4-2A
30.4-2A
AUDITORIUM, GYMNASIUM, AND MEDIA CENTER HIGH ROOFS - AREA A & B (HMAX = 37'-0")
V
ROOF
ZONESECTION < 10 SF
OVHG.
4
5
WALL
< 20 SF < 50 SF > 100 SF
ASCE-7 FIGURE
REFERENCE
EFFECTIVE WIND AREA IN SQUARE FEET (SF)
30.4-2A
30.4-1
30.4-1
VULT = 152 MPH
(+) 46.7 (-) 62.3 (+) 44.6 (-) 58.1 (+) 41.9 (-) 52.7 (+) 39.8 (-) 48.5
(+) 39.8 (-) 43.7(+) 41.9 (-) 45.8(+) 44.6 (-) 48.5(+) 46.7 (-) 50.6
-- (-) 128.8 -- (-) 102.8 -- (-) 68.4 -- (-) 42.4
-- (-) 77.0-- (-) 78.3-- (-) 80.0-- (-) 81.3
(+) 20.8 (-) 51.0
MAIN (-) 128.8 (-) 77.5 (-) 55.3
(-) 55.3(-) 64.5(-) 76.5(-) 85.6
(+) 16.4 (-) 46.7(+) 17.7 (-) 48.0(+) 19.5 (-) 49.7
3
2
1
OVHG.
MAIN
MAIN
(+) 20.8 (+) 16.4(+) 17.7(+) 19.5
(+) 20.8 (+) 16.4(+) 17.7(+) 19.5 (-) 106.7
30.4-2A
30.4-2A
PUBLIC SPACE LOW ROOFS - AREA A & B (HMAX = 16'-0")13'-9"3'-4"3'-4"3'-4"3'-4"3'-4"3'-4"
15'-6"3'-4"3'-4
"3'-4"3'-4"
23'-11"13'-2"3'-4"3'-4"3'-4"13'-9"20'-1"13'-5"3'-4"3'-4"3'-4"3'-4"
3'-4"
3'-4"
3'-4"
11'-8 3/4"
11'-6 3/4"
13'-9"
3'-4"3'-4"3'-4"3'-4"15'-6"3'-4"3'-4"
3'-4"3'-4"15'-6"pd= 32 PSF
p
d= 87 PSF
pd= 32 PSF
pf= 25 PSF
p
d= 32 PSF
p
d= 95 PSF
pd= 32 PSFpd= 32 PSFpd= 32 PSFpd= 32 PSF
pd= 87 PSF
pf = 25 PSF pd= 32 PSFpd= 133 PSFpf= 25 PSFpd= 32 PSFpd= 85 PSFpd= 32 PSF
pd= 32 PSF
pd= 85 PSF
pd= 87 PSF
pd= 88 PSFp
d= 95 PSF
p
d= 32 PSF pd= 95 PSF
pd= 32 PSF
pd= 32 PSF
pd= 32 PSF
pd= 32 PSFpd= 32 PSFpf= 25 PSFpf= 25 PSFpf= 25 PSF 15'-6"3'-4"3'-4"
10'-3"
pd= 95 PSF
pd= 32 PSF
pd= 71 PSFpd= 32 PSFpd= 32 PSFpd= 32 PSFpd= 32 PSF
pd= 32 PSFpd= 51 PSFpd= 51 PSFpd= 32 PSF9'-2"
18'-8"
pd= 66 PSF
pd= 96 PSF
pd= 51 PSFpd= 51 PSF
5'-9"
pd= 115 PSF
5'-9"
5'-9"
5'-9"
5'-9"3'-4"3'-4"3'-4"3'-4"3'-4"3'-4"3'-4"3'-4"3'-4"3'-4"3'-4"3'-4"3'-4"3'-4"
3'-4"3'-4"3'-4"3'-4"3'-4"3'-4"3'-4"3'-4"3'-4"3'-4"3'-4"3'-4"3'-4"3'-4"
3'-4"3'-4"3'-4"3'-4"
3'-4"3'-4"3'-4"
3'-4"3'-4"3'-4"3'-4"3'-4"3'-4"3'-4"3'-4"3'-4"pd= 32 PSF
pd= 32 PSF
pd= 32 PSF
pd= 32 PSF
pd= 32 PSF
pd= 32 PSFpd= 32 PSFpd= 32 PSFpd = 32 PSF
pd= 32 PSFpd= 32 PSFpd = 32 PSF
pd = 32 PSF
pd = 32 PSF
pd = 32 PSF
pd = 32 PSF
pd= 54 PSF
pd= 54 PSF
pd= 59 PSFpd = 54 PSF
pd = 54 PSF
6'-6"6'-6"6'-6"6'-6"7'-7"
7'-7"6'-6"6'-6"7'-9"pd = 60 PSF
3'-5"pd = 41 PSF
5'-6"pd = 50 PSF
pd = 88 PSF
14'-0"
14'-0"
pd= 88 PSF
7'-9"5'-6"7'-9"7'-9"
3'-5"
pd = 50 PSF
pd= 60 PSFpd= 41 PSF
9'-0"5'-0"pd= 51 PSFpd= 66 PSF
150 PSF
125 PSF
100 PSF
80 PSF
50 PSF
LIVE LOAD LEGEND
150 PSF
125 PSF
100 PSF
80 PSF
50 PSF
LIVE LOAD LEGEND
250 PSF
20 PSF (ROOF)
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
1/25/2021 12:40:00 PMH:\2017\17-030 Dennis Yarmouth MS\Struct\71011 DYIMS 100% CD.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-1.02
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
STRUCTURAL LOADING
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1" = 30'-0"
ROOF SNOW LOADING DIAGRAM
1" = 40'-0"
FIRST FLOOR LIVE LOAD PLAN 1" = 40'-0"
SECOND FLOOR LIVE LOAD PLAN
HP+2
LP-1 HP+2
HP+2
-1 or no change
HP+2
LP-2
no change
LP-2
LP -2
HP +2
HP +2
HP +1
HP +2
HP +1HP +3
0 m
25 m
50 m75 m100 m125 m150 m175 m200 m225 mSTARTFINISH
9
2134
1
2
8
435
7
6
2134
244194FITCORE
EXTREME
ANGLEDOVERHEAD
LADDER 5-12
244191FITCOREEXTREMEA-FRAMECARGO NET
5-12
244193
FITCOREEXTREME JUMP
HANG 5-12
244195FITCOREEXTREME PEG
BRIDGE 5-12
244199FITCOREEXTREMEROPE CLIMB
5-12
244192FITCORE
EXTREME
VERTICALCARGO NET
5-12
244198FITCORE
EXTREME OVER
UNDER BARS5-12ONE PAIR
244200FITCORE
EXTREMESPIDERWALK
5-12
244196FITCOREEXTREMEANGLEDBALANCE BEAM
DOUBLE 5-12
high
low end
low end
HL
19191919191919222123301210
1610
8
8ENTRANCE
BOTTOM OF FOOTING
ELEVATION = REFER TO PLAN
CONCRETE SLAB ON GRADE
CONTINUOUS UNDERSLAB
INSULATION AND VAPOR RETARDER
12 INCH LAYER OF 3/4"
BROKEN STONE
CONTROLLED ENGINEERED
FILL, IMPORTED AS REQUIRED
SUITABLE UNDISTURBED SOILS
FINISH GRADES, TOP SOIL
AND PAVING SYSTEMS
EXTERIOR WALL
COMMON FILL
COMMON FILL, EXISTING
CONTROLLED ENGINEERED FILL BASE LAYER
ABOVE HEAD OF RAP
CONCRETE FOUNDATION WALL
AND CONTINUOUS FOOTING
OR LOCAL FROST DEPTHMINIMUM 4'-0"RAMMED AGGREGATE PIER.
RAMMED AGGREGATE PIER.
LEVEL BUILDING SITE WITH EXISTING COMMON FILL
FOR RAMMED AGGERGATE PEIR INSTALLATION,
BENCH ELEVATION = 26.00'
CUT TOP OF RAMMED AGGREGATE PIER
DOWN TO BOTTOM OF FOOTING ELEVATION
BOTTOM OF FOOTING
ELEVATION = REFER TO PLAN
CONCRETE SLAB ON GRADE
CONTINUOUS UNDERSLAB
INSULATION AND VAPOR RETARDER
12 INCH LAYER OF 3/4"
BROKEN STONE
STRUCTURAL FILL, IMPORTED
SUITABLE UNDISTURBED BEARING SOILS
CONTROLLED ENGINEERED FILL BASE
LAYER ABOVE HEAD OF RAP
CONCRETE FOUNDATION
LINE OF EXISTING GRADES,
ELEVATION VARIES
BUILDING COLUMN
TYP. ALL SIDES
MIN. 2.5 x d
RAMMED AGGREGATE PIER.
LEVEL BUILDING SITE WITH EXISTING COMMON FILL
FOR RAMMED AGGERGATE PEIR INSTALLATION,
BENCH ELEVATION = 26.00'
N E W S C H O O L
B8B4
B6
B3
B7
B2
B1
B5
2
S-1.04
1
S-1.04
3
S-1.04
5
S-1.04
4
S-1.04
6
S-1.04
COMPACTED LIFT
BOTTOM BULB
FOUNDATION ELEMENT
FOOTING OR SLAB ON GRADE
CONTROLLED ENGINEERED FILL IF
REQUIRED ABOVE HEAD ELEVATION
OF RAP VARIES WITH FOUNDATION
ELEMENT ELEVATIONS.
RAP TIP ELEVATION
ESTABLISHED BY RAP
DESIGNER.RAMMED AGGREGATE PIER ELEMENT DEPTH ESTABLISHED BY RAP DESIGNERREFER TO PROJECT SPECIFICATIONS FOR DELEGATED ENGINEERING FOR RAMMED AGGREGATE PIER DESIGN.
DETAIL PROVIDED FOR GENERAL INFROMATION ONLY. REFER TO FOUNDATION PLANS FOR CONFIGURATION OF
CONCRERTE ELEMENTS, GEOTECHNICAL REPORTS FOR BORING LOG AND SOIL STRATA INFORMATION, AND
RAMMED AGGREGATE DESIGN DOCUMENTS FOR RAP LAYOUTS.
INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THE RAMMED AGGREGATE PIER DESIGNER SPECIFICATIONS.
NOTES:
1.
2.
3.
CONCRETE COLUMN FOOTING
CONCRETE WALL FOOTING
COLUMN AND FOOTINGCL
FOOTINGCL
CONCRETE SLAB ON GRADE
RAMMED AGGREGATE PIERS UNDER COLUMN
FOOTINGS QUANTITY AND SPACING PER RAP
DESIGNER REQUIREMENTS.SPACING PER RAP DESIGNERSPACING PER RAP DESIGNERRAMMED AGGREGATE PIERS UNDER WALL
FOOTINGS QUANTITY AND SPACING PER RAP
DESIGNER REQUIREMENTS.
RAMMED AGGREGATE PIERS UNDER
SLAB ON GRADE SPACING PER RAP
DESIGNER REQUIREMENTS.
SPACING PER RAP DESIGNER
REFER TO PROJECT SPECIFICATIONS FOR DELEGATED ENGINEERING FOR RAMMED AGGREGATE PIER DESIGN.
CONSTRUCTION AND CONTROL JOINTS
PROVIDE LAYOUT TO RAP DESIGNER
FOR SLAB ON GRADE AREAS.
PLAN DETAIL PROVIDED FOR GENERAL LAYOUT INFROMATION ONLY. REFER TO FOUNDATION PLANS FOR
CONFIGURATION OF CONCRERTE ELEMENTS AND RAMMED AGGREGATE DESIGN DOCUMENTS FOR RAP LAYOUTS.
INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THE RAMMED AGGREGATE PIER DESIGNER SPECIFICATIONS.
NOTES:
1.
2.
3.
SOIL PROFILE EARTHWORK NOTES
FOUNDATION WALLS ARE NOT TO BE BACKFILLED UNTIL CONCRETE HAS BEEN IN PLACE A
MINIMUM OF SEVEN (7) DAYS AND TOP OF WALLS ARE PROPERLY BRACED WITH
PERMANENT FRAMING OR TEMPORARY SHORING. UNLESS BACKFILLED EVENLY BOTH
SIDES TO TOP OF FINISH GRADE.
SOIL PROFILE DIAGRAMS AND EARTHWORK DETAILS ARE PROVIDED AS A GRAPHICAL
REFERENCE OF THE BUILDING EARTHWORK SPECIFICATIONS AND GEOTECHNICAL REPORT.
THE CONTRACTOR SHALL REVIEW ALL OF THE CONTRACT DOCUMENTS.
EXCAVATIONS IN SHALL BE PROTECTED FROM MODELING OF THE SOIL WITH A WELL
CONSOLIDATE 6 INCH LAYER OF 3/4 INCH BROKEN STONE, AFTER REMOVAL OF
UNSUITABLE MATERIAL.
ALL CONTROLLED STRUCTURAL FILL SHALL BE PLACED IN 8"-12" LAYERS AND COMPACTED
WITH MECHANICAL VIBRATORS TO A MINIMUM OF 95% PROCTOR DENSITY AS DEFINE BY
ASTM D1557. REFER TO GEOTECHNICAL ENGINEERING REPORT FOR ADDITIONAL
REQUIREMENTS AND GUIDELINES.
1.
FLOW OF GROUND WATER THROUGH EXCAVATIONS SHALL BE CONTROLLED BY THE
CONTRACTOR DURING THE FOUNDATION AND EARTHWORK CONSTRUCTION TO
ELIMINATE DISTURBANCE OF THE EXCAVATED SURFACES.
CONCRETE WORK, BUILDING STRUCTURE AND ENVELOPE, FINISHES, AND SITE WORK
SHOWN ON THIS DRAWING ARE FOR GENERAL REFERENCE ONLY. REFER TO THE PROJECT
SPECIFICATIONS AND DRAWINGS FOR INFORMATION ON THESE BUILDING SYSTEMS.
SOIL BEARING CAPACITY AND COMPOSITION OF THE NATURAL UNDISTURBED SHALL BE
VERIFIED BY A GEOTECHNICAL ENGINEER PRIOR TO THE PLACEMENT OF CONTROLLED
FILLS OR FOUNDATIONS.
ALL AREAS WITHIN THE BUILDING STRUCTURE WILL BE STRIPPED OF TOP SOIL, COMMON
FILLS, EXISTING STRUCTURES, ASPHALT, BRICK AND CONCRETE PAVING TO SUITABLE
NATURAL UNDISTURBED GLACIAL TILL AND REPLACED WITH CONTROLLED FILL MATERIALS
SPECIFIED TO THE REQUIRED ELEVATIONS OF THE BUILDING FOUNDATIONS.
2.
6.
5.
3.
7.
8.
9.
REFER TO THE SPECIFICATIONS FOR ADDITIONAL EARTHWORK REQUIREMENTS.10.
TOP SOIL SHALL BE STOCKPILED AND PROPERLY COVERED, REFER TO PROJECT
SPECIFICATIONS.
4.
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
1/25/2021 12:40:01 PMH:\2017\17-030 Dennis Yarmouth MS\Struct\71011 DYIMS 100% CD.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-1.03
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
BUILDING EARTHWORK
AND SOIL BORING
LOGS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
S-1.031/2" = 1'-0"
4TYPICAL BUILDING EARTHWORK DETAIL - EXTERIOR FOUNDATION
S-1.031/2" = 1'-0"
3TYPICAL BUILDING EARTHWORK DETAIL - INTERIOR FOUNDATION
S-1.031" = 60'-0"
P1SOIL PROFILE AND BORING LOCATION PLAN
S-1.031/2" = 1'-0"
2TYPICAL RAMMED AGGREGATE PIER SECTION
S-1.033/8" = 1'-0"
1TYPICAL RAMMED AGGERGATE PIER LAYOUT DETAILS
S O I L B O R I N G L O G S
HP+2
LP-1 HP+2
HP+2
-1 or no change
HP+2
LP-2
no change
LP-2
LP -2
HP +2
HP +2
HP +1
HP +2
HP +1HP +3
0 m
25 m
50 m75 m100 m125 m150 m175 m200 m225 mSTART
FIN ISH
9
2134 12
8
4
3
5
7
6
2134
244194FITCORE
EXTREMEANGLEDOVERHEAD
LADDER 5-12
244191FITCOREEXTREMEA-FRAMECARGO NET
5-12
244193FITCOREEXTREME JUMP
HANG 5-12
244195FITCOREEXTREME PEG
BRIDGE 5-12
244199FITCOREEXTREMEROPE CLIMB
5-12
244192FITCORE
EXTREMEVERTICALCARGO NET
5-12
244198FITCORE
EXTREME OVER
UNDER BARS
5-12ONE PAIR
244200
FITCORE
EXTREMESPIDERWALK
5-12
244196FITCOREEXTREMEANGLEDBALANCE BEAM
DOUBLE 5-12
high
low end
low end
H
L
19221210
1610
8
8ENTRANCE
FIRST FLOOR SLAB
ELEV. = 0' - 0"
FIRST FLOOR SLAB
ELEV. = 0' - 0"
B6 B3
B7
MEDIUM DENSE GLACIAL FLUVIAL
LOOSE GLACIAL FLUVIAL
TOPSOIL
EXISTING GRADE
MEDIUM DENSE GLACIAL FLUVIAL
LOOSE GLACIAL FLUVIAL
TOPSOIL
EXISTING GRADE
ELEV. = +/-25.0'
ELEV. = +/-23.3'
ELEV. = +/-19.0
ELEV. = +/-26.0'
ELEV. = +/-24.9'
ELEV. = +/-19.0
ELEV. = +/-22.0'
ELEV. = +/-20.5'
ELEV. = +/-11.0
FIRST FLOOR SLAB
ELEV. = 0' - 0"
FIRST FLOOR SLAB
ELEV. = 0' - 0"
B5 B2
ELEV. = +/-28.0'
ELEV. = +/-26.5'
ELEV. = +/-22.0
ELEV. = +/-28.0'
ELEV. = +/-27.0'
ELEV. = +/-24.0
MEDIUM DENSE GLACIAL FLUVIAL
LOOSE GLACIAL FLUVIAL
TOPSOIL
EXISTING GRADE
MEDIUM DENSE GLACIAL FLUVIAL
LOOSE GLACIAL FLUVIAL
TOPSOIL
EXISTING GRADE
FIRST FLOOR SLAB
ELEV. = 0' - 0"
FIRST FLOOR SLAB
ELEV. = 0' - 0"
B8
B4
ELEV. = +/-28.0'
ELEV. = +/-26.8'
ELEV. = +/-22.0
ELEV. = +/-26.0'
ELEV. = +/-25.0'
ELEV. = +/-20.0
MEDIUM DENSE GLACIAL FLUVIAL
LOOSE GLACIAL FLUVIAL
TOPSOIL
EXISTING GRADE
MEDIUM DENSE GLACIAL FLUVIAL
LOOSE GLACIAL FLUVIAL
TOPSOIL
EXISTING GRADE
FIRST FLOOR SLAB
ELEV. = 0' - 0"
FIRST FLOOR SLAB
ELEV. = 0' - 0"
B2
ELEV. = +/-28.0'
ELEV. = +/-27.0'
ELEV. = +/-24.0
B3
ELEV. = +/-26.0'
ELEV. = +/-24.9'
ELEV. = +/-19.0
B4
ELEV. = +/-28.0'
ELEV. = +/-26.8'
ELEV. = +/-22.0
MEDIUM DENSE GLACIAL FLUVIAL
LOOSE GLACIAL FLUVIAL
TOPSOIL
EXISTING GRADE
MEDIUM DENSE GLACIAL FLUVIAL
LOOSE GLACIAL FLUVIAL
TOPSOIL
EXISTING GRADE
FIRST FLOOR SLAB
ELEV. = 0' - 0"
FIRST FLOOR SLAB
ELEV. = 0' - 0"
ELEV. = +/-26.0'
ELEV. = +/-25.0'
ELEV. = +/-20.0
B8
B7
ELEV. = +/-22.0'
ELEV. = +/-20.5'
ELEV. = +/-11.0
MEDIUM DENSE GLACIAL FLUVIAL
LOOSE GLACIAL FLUVIAL
TOPSOIL
EXISTING GRADE
MEDIUM DENSE GLACIAL FLUVIAL
LOOSE GLACIAL FLUVIAL
TOPSOIL
EXISTING GRADE
FIRST FLOOR SLAB
ELEV. = 0' - 0"
FIRST FLOOR SLAB
ELEV. = 0' - 0"
B6
B5
ELEV. = +/-28.0'
ELEV. = +/-26.5'
ELEV. = +/-22.0
ELEV. = +/-25.0'
ELEV. = +/-23.3'
ELEV. = +/-19.0
MEDIUM DENSE GLACIAL FLUVIAL
LOOSE GLACIAL FLUVIAL
TOPSOIL
EXISTING GRADE
MEDIUM DENSE GLACIAL FLUVIAL
LOOSE GLACIAL FLUVIAL
TOPSOIL
EXISTING GRADE
N E W S C H O O L
B8B4
B6
B3
B7
B2
B5
2
S-1.04
1
S-1.04
3
S-1.04
5
S-1.04
4
S-1.04
6
S-1.04
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
1/25/2021 12:40:02 PMH:\2017\17-030 Dennis Yarmouth MS\Struct\71011 DYIMS 100% CD.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-1.04
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
BUILDING SITEWORK
PROFILES
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
S-1.041/16" = 1'-0"
2EXISTING SOIL PROFILE
S-1.041/16" = 1'-0"
1EXISTING SOIL PROFILE
S-1.041/16" = 1'-0"
3EXISTING SOIL PROFILE
S-1.041/16" = 1'-0"
5EXISTING SOIL PROFILE
S-1.041/16" = 1'-0"
4EXISTING SOIL PROFILE
S-1.041/16" = 1'-0"
6EXISTING SOIL PROFILE
S-1.041" = 60'-0"
7SOIL PROFILE AND BORING LOCATION PLAN
K
K
L
P
P
RTV
V
W
W
a2
a6
a15
b1
b4
b14
Q
b6
b8
a8
SU
U
b3
V.5
V.5
a5
a1
b2
a3
a9
S.2
a7
a11
N.4
N.4
L.9
K.8
M.9
a18
8.00°
24'-2 1/2"23'-9 1/2"10'-0"95'-11 9/16"9'-2"19'-8 3/4"18'-6 3/4"
8.00°
32'-10"
53'-2 1 /4"
27'-7"
M.5P.7
C 1 C
C
C
F
C
C
C
C
C
C C
C C
D
C
E
C
G
C
C
C
F
E
C1 1
2
2
1
1
1
4
4
1
1 1
4
1
1 1
4
1
1
1
1
1 1
1
T.P. -1' - 0"T.P. -1' - 0"T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"T.P. -1' - 0"
T.P. -1' - 0"
T.P. -2' - 0"
T.P. -1' - 0"T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"T.P. -1' - 0"
B.F. -5' - 0"B.F. -5' - 0"B.F. -5' - 0"
B.F. -5' - 2"B.F. -5' - 4"
T.P. -1' - 0"
B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 4"
B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"B.F. -5' - 0"
B.F. -5' - 6"
B.F. -5' - 2"
B.F. -5' - 0"B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"B.F. -5' - 0"
T.P. -1' - 0"
B.F. -5' - 0"
C 1
6G H 4
H 4
6
C 1
2 D
T.P. -1' - 0"
B.F. -5' - 0"
T.P. -1' - 0"
B.F. -5' - 0"
1C
B.F. -5' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
B.F. -5' - 6"
B.F. -5' - 6"
B.F. -5' - 6"
1
1C
D 1
D 1
1
C 1
C 1
C 1
1
C 1
C 1
4G
1C
1C
1C
T.P. -1' - 5"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 5"
T.P. -1' - 5"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
B.F. -6' - 6"
B.F. -6' - 6"
B.F. -8' - 6"
B.F. -8' - 6"
B.F. -6' - 4"
B.F. -5' - 0"
B.F. -5' - 6"
B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"
N.3
T.P. -1' - 0"
T.P. -1' - 0"
4" THICK NORM AL WEIGHT CONCR ET E SLAB O N GRADE
REINFORCED WITH 6x6-W2.9xW2.9 WELDED WIRE FAB RIC.
TOP O F SLAB ELEVA TION = (-2")
T OP OF SLAB FOR F INISH ARCHITECTURAL CONCERTE TOPPING = (0")
5" THICK NORMAL WEIGHT CONCRETE SLAB ON GRADE
REINFORCED WITH 6x6-W2.9xW2.9 WELDED WIRE FABRIC.
TOP OF SLAB ELEVATION = (-) 2' - 6"
5" THICK NORMAL WEIGHT CONCRETE SLAB ON GRADE
REINFORCED WITH 6x6-W2.9xW2.9 WELDED WIRE FABRIC.
TOP OF SLAB ELEVATION = 0' - 0"
DEPRESS SLAB (-3 5/8")
FOR FLOOR FINISH
TOP OF SLAB ON GRADE ELEVATION
AT LANDING = (-) 1' - 3"RAMP SLAB ON GRADE DOWNRAMP SLAB ON GRADE DOWNB.F. -5' - 0"
B.F. -5' - 0"
B .F. -5 ' - 0"B.F. -5' - 6"B.F. -5' - 6"B.F. -5' - 0"B.F. -5' - 0"B.F. -5' - 0"B.F. -5' - 0"
T.W. -0' - 9"
T.W. -0' - 11 5/8"T.W. -1' - 3"T.W. -0' - 11"T.W. -0' - 9"T.W. -0' - 9"T.W. -0' - 9"T.W. -0' - 9"
TYPICAL FROST
APRON
TYPICAL
FROST APRON
TYPICAL FROST APRON
TYPICAL FROST APRON
TYPICAL FROST APRON
a4
L.5
3" THICK NORMAL WEIGHT CONCRETE SLAB ON GRADE UNREINFORCED.
TOP OF SLAB ELEVATION = (-) 5' - 4"
9'-8"10'-8"5'-4"10'-8"7'-8"7'-8 1/4"6"b13
b13
b11
a17
b12
b17
b9
H
C
C
E
C
C
C
D
B
C
1
1
1
1
1
1
1
1
T.P. -1' - 0"
B.F. -8' - 6 "
B.F. -8' - 6"
B.F. -5' - 0"
B.F. -6' - 6"
CONCRETE STAIRS
LOADING DOCK WALLS
27'-7"
4'-0"10'-4 1/2"
14 '-0"
22'-0"
1 4'-6"
22'-6"7'-0"4'-0"8'-0"SFSF SFSF6
S-2.01
b5
a10
S.1
S.5
S.8
a14
V.9
V.9
T.2
U.2
b7
N.9
b10
a12
B
B
B
B.F. -4' - 0"
B.F. -4' - 0"
B.F. -4' - 0"
B.F. -6' - 4"
DEPRESS SLAB (-7")1'-3"9'-4 1/2"1'-5"D
B.F. -5' - 0"
B.F. -5' - 2"
E
1
1
8
S-3.05
1
S-2.01
1
S-2.01
1
S-2.01
2
S-2.01
38'-5 1/2"R = 5'-9"R = 4'-0"T.P. -1' - 0"
1
T.P. -1' - 0"
B.F. -5' - 0"2'-6 3/4"8.00°4'-2 1/4"2'-6 3/4"16 '-8"
1'-2"S-1.13BS-1.11AS-1.13BS-1.11AD 1
1D
R = 5'-9"1'-2 1/4"5'-4 7/16"1'-4 1/4"4'-8 1/2" 27'-6 1/4"17'-3"29'-11 1/4"20'-0" 21'-6 1/2" 20'-0"1'-4 1/4"143'-8"38'-3 1/2"
1'-4 1/4"14'-1"19'-4 1/2"28'-1"23'-3 1/4"6'-8"22'-2 1/4"6'-9 3/4"20'-5 3/4"7'-0"13'-5 3/4"8.00°8'-8 1/4"4'-0"1
T.P. -1' - 0"
T.P. -8"B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 6"
B.F. -5' - 2"B.F. -5' - 0"
14 '-7"
1 '-0 1/2 "
T.W. 0' - 0"
T.W . -1' - 1 "
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
C 1
B.F. -5' - 0"
T.P. -1' - 0"
2
S-2.01
1
S-2.01
6'-1 1/8"18'-0"33'-0"23'-0 1/4"7'-9 3/4"
1'-4 1/4"
19'-8 3/4"18'-6 3/4"
1'-4 1/4"
41'-0"87'-11 1/8"
7'-0"
1'-9"
5'-8"4'-0"10'-3 1/2"4'-0"2
S-2.01
1'-1 3/4"1
S-2.01 SIMILAR
3
S-2.01
4
S-2.01
2'-0 1/2"
19'-11"
T.W. -0' - 11 5/8"T.W. -0' - 11 5/8"
T.W. -0' - 9"
T.P. -1' - 0"4'-0"82.00°
1'-11 7/8"
1'-4 1/4"2 6'-11"
2 4'-0 1/4"
2 5'-8"
33'-7 1/2"
T.W. -0' - 9"
T.W. -0' - 9"
7'-11 1/4"
6'-4"
2
S-2.012
S-2.01
SIMILAR
4'-0"3
S-2.02 14'-0"2
S-2.02
SFB.F. -6' - 6"B.F. -8' - 6"4
S-2.02
11'-4 1/2"7'-10 1/4"T.W. -0' - 9"T.W. -0' - 11"
T.W. -0' - 11"
T.W. -0' - 9"
T.W. -1 ' - 3"
T.P. -1' - 5"
T.P. -1' - 0"
DEPRESSIONS FOR FLOOR SINKS
T.P. -1' - 0"
7'-0"
T.W. -0 ' - 9"
T.W. = -0'-9"6" CONCRETE SLAB 1'-4 1/4"11'-10 1/4"6'-9 3/4"28'-10"23'-7"23'-7"23'-7"10'-7 1/2"18'-1"10'-4 1/2"32'-0"10'-3 1/2"5
S-2.02
129'-5 15/16"4'-0"7'-0"7'-4"6
S-2.02
5" THICK NORMAL WEIGHT CONC RETE SLAB ON GRADE
R EINFO RCED W ITH 6x6-W2.9xW2.9 WELDE D WIRE FABRIC.
TO P OF SLAB ELEVATION = (-2")
7"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
B.F. -5' - 0"
1
S-2.02 T.W. -0' - 9"T.W. -0' - 9"5
S-2.01
5
S-2.01
6
S-2.02
6
S-2.02
3 5/8"
3 5/8"
B.F. -5' - 0"
B.F. -5' - 0"
B.F. -6' - 4"
T.P. -2' - 0"RAMP SLAB ON GRADE DOWN2"
2 "
2 "2"2"
2"
2"2"2"2"2"DEPRESS SLAB (-1") FOR WALK-OFF MAT
20'-10 9/16 "
24'-4"
2 1'-9 1/2"
15'-5 3 /4"
19'-0"
9'-8 1/4"
43'-6"
88'-10 9/16"B.F. -5' - 6"42'-0 1/2"9'-3 1/2"5"26'-7"
1'-0"1'-10"R = 2'-9"6'-4"
5"
2'-5"4 '-5 "
R = 2'-5"2'-8 3/4"5'-8 7/8"13'-3 3/4"95.00°18'-2 13/16"86.92°84.36°21'-8 9/16"95.57°8"
4'-0"25'-6 11/16"7'-11 5/16"
4 '-0 "
8"8'-11 5/16"12'-6 9/16"2'-11 1/8"22'-7 7/16"8'-1 1/2"18'-6 5/8"13'-7 11/16"
20'-4 7/8"19'-5 1/4"24'-7 5/8"12'-4 1/8"8
6.0
0°86.00°77 .00°4'-11 3/4"5'-7 3/16"16'-4 3/8"
4'-0"11'-5 1/4"6'-7 3/8"4'-0"9
0
.00°
13'-1 7/8"15'-0 7/16"13'-8 5/16"12'-0 7/16"4 5 .0 0 °15 '-11 3 /8 "
4 '-0 "4'-0"3 '-4 "91.92°11'-11"10'-4 1/2"8 "3'-0"3'-0"8"3 5/8"8
S-2.02
7
S-2.02
3 5/8"7'-8 1/4"6"9
S-2.02
10
S-2.02
10
S-2.02
5" TH ICK NORMAL WEIGH T
CON CR ETE SLAB ON GRADE
R EINFORCED W ITH 6x6-W2.9xW2.9
WELDED W IR E FABRI C.
TOP OF SLAB ELEVATION = (+11")
+11"
+11"
+11"
+11"
+11"
+4"+7"
7
S-2.03
1
S-2.01
7
S-2.03
10
S-2.02
SIM. DTL.
10
S-2.02
SIM. DTL.
SITE WALLS
7
S-2.03 SIM. DTL.
B.F. -4' - 0"
A RAMP SLAB ON GRADE UP8
S-2.03
4" THICK NOR MAL WEI GH T CO NCRETE S LA B O N GRA DE
REINFORCED WITH 6 x6-W2.9x W2.9 WELDED W IRE FAB RIC.
TOP OF SLA B ELEVA TION = (-2")14'-2"3"
3'4"
2"2"GREASETRAP PITS
5" TH ICK NOR MAL WEI GH T C ONCRETE SLA B O N GRA DE
R EINFO RCED WITH 6x6-W2.9xW 2.9 WELD ED WIR E FABRI C.
TOP OF SLAB ELEVATION = (0'-0")
T.W. -0' - 11"
B.F. -4' - 0"5'-2 3/4"2 '-9 3/4"
171.00°
172.00°1 71.00 °11 7/16"4'-10 5/8"85.00°
4'-9 3/4"
3'-0"
3'-0"14'-5 1/4"5'-7"
3'-7"
R = 1'-1
0 3/4"3'-1 5/8"R = 2'-
6
"2'-6"7'-6 3/8"S-1.11A
26'-7 13/16"21'-9 3/16"9
S-2.03
b15.4
b15.4
b12.9
U.1
T.3
b15.5
b12.3
a13
T.8
T.8 T.W. -0' - 11"T.S. = -1'-3"
T.S. = -1'-3"
T.S. = -1'-3"
T.S. = -1'-3"
4 '-0"
1
1
1
1
1
1
1
1 1
1
1
1
1
1
12
S-2.02
TYPICAL 20"WIDE x 8" DEEP HAUNCH
FOOTING UNDER BEARING WALLS 1
S-2.01
P61"1"1
1
18'-1"6'-6"18'-1"6'-6"18'-1"6 1/2"1
1
1'-5"
1'-5"T.W. -0' - 11"STEP SHELF
44'-0"7'-0"
T.1
2'-0"
1
1
1
13
S-2.02
3 3
11
14
S-2.0215
S-2.02
C 1
B.F. -5' - 0"
T.P. -1' - 0"T.P. -1' - 0"
T.P. -9"
T.P. -9"
T.P. -1' - 0"
3
3
1
1
C
1
0 x 1
5
.
3
+
P
L
A
T
E
C
1
0
x
1
5
.
3
+
P
L
AT
E
1
1
F O U N D A T I O N P L A N N O T E S
1.TOP OF CONCRETE SLAB ELEVATION SHALL BE (+ 0' - 0") UNLESS OTHERWISE NOTED AS
(+/-) THUS FROM TOP OF CONCRETE SLAB ELEVATION (+ 0' - 0"). REFER TO
ARCHITECTURAL DRAWINGS FOR REFERENCE ELEVATIONS RELATIVE TO SITE DATUM.
3.REFER TO STRUCTURAL DRAWING S-1.01 AND S-2.00 FOR TYPICAL DETAILS AND
GENERAL NOTES.
4.REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR
QUANTITY, SIZE AND LOCATION OF ALL OPENINGS AND SLEEVES REQUIRED.
F O U N D A T I O N P L A N L E G E N D
2.INDICATES REINFORCED CONCRETE FOOTING. REFER TO SCHEDULE
ON SHEET S-2.00 FOR SIZE AND REINFORCING.
3.INDICATES REINFORCED CONCRETE PIER. REFER TO SCHEDULE ON
SHEET S-2.00 FOR SIZE AND REINFORCING.
4.SHADED REGIONS INDICATE DROP IN TOP OF FOUNDATION WALL.
REFER TO FOUNDATION PLAN FOR TOP OF WALL ELEVATIONS.
2.CONCRETE FLOOR SLAB TO BE 5" MIN. (U.O.N.) OF 3,000 PSI NORMAL WEIGHT CONCRETE
REINFORCED WITH 6x6-W2.9xW2.9 WELDED WIRE FABRIC. REFER TO STRUCTURAL
DRAWINGS FOR TYPICAL SLAB ON GRADE DETAILS. REFER TO SPECIFICATIONS FOR
UNDERSLAB SOIL PREPARATION AND VAPOR RETARDER REQUIREMENTS.
5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING UTILITIES,
WHETHER INDICATED ON THE DRAWINGS OR NOT, WHICH MAY BE AFFECTED BY THE
CONSTRUCTION PROCESS.
1. REFER TO STRUCTURAL DRAWING S-1.01 FOR COMPLETE ABBREVIATION SCHEDULE.2 5/8"1'-4 1 /4"1'-9 5/8"R = 2'-4 3/4"3'-8 1/16"5 3 /8 "
106.27°
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/26/2021 5:25:16 PMC:\Users\ENG-03\Documents\17030_s19_kbrown@girardco.com.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-1.11A
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
FOUNDATION PLAN
AREA - A
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
S-1.11A1/8" = 1'-0"
1F O U N D A T I O N P L A N - A R E A A
A B
C
D
S-1.11A1/4" = 1'-0"
2F O U N D A T I O N P L A N - S T A I R W A Y
1 03-01-21 Addendum No. 8
K
K
L
P
P
RTV
V
W
W
a2
a6
a15
b1
b4
b14
Q
b6
b8
a8
SU
U
b3
V.5
V.5
a5
a1
b2
a3
a9
S.2
a7
a11
N.4
N.4
L.9
K.8
M.9
a18
M.5P.7 N.3
a4
L.5
W8x1 8
W8x18
W 8 x18
W8 x 1 8
W 8 x18W8x18
W8x18
W8x18
W8x18
W8x18 W8x18
W8x18
PITCH FLOOR DOWNS-1
W8x18
CONCRETE
FOUNDATION WALL
8" CMU BEARING WALL, TYPICAL
REINF. WITH # 4 AT 48" VERT.
GROUT ALL VOIDS SOLID.
OPENING IN FLOOR
W8x21 W8x21 W8x15 W8x21 W8x21W6x9W6x9W6x9W6x9 OPENING IN FLOORL6x6x3/8S-1S-1S-1S-1S-1S-1S -1S-1S-1, TYPICAL 4 1/2" CONCRETE SLAB REINFORCED WITH 6x6-W2.9xW2.9
WELDED WIRE FABRIC OVER 1 1/2" - 18 GAGE - COMPOSITE STEEL DECK,
(TOTAL MINIMUM THICKNESS 6")
SLAB ON GRADE ELEVATION (-) 2'-6"
TOP OF FRAME SLAB ELEVATION (-) 0'-3 5/8"
CONCRETE FOUNDATION WALL
CONCRETE STAIRS
CONTINUOUS 3" WIDE x 1/4" PLATE, TYPICAL ALL
DECK BEARING ON MASONRY, ANCHOR TO BLOCK
WITH 3/4" DIA. STUD ANCHORS.
7'-0"11'-0"33'-0"32'-2 1/4"19'-8 3/4"18'-6 3/4"14'-1"5'-11"13'-5 1/2"8'-1"20'-0"23'-3 1/4"6'-8"17'-3"11'-9"20'-5 3/4"19'-2 3/4"24'-2 1/2"23'-9 1/2"10'-0"95'-11 9/16"9'-2"19'-8 3/4"18'-6 3/4"
32'-10"
9'-8 1/4"
43'-6"
2 7'-7"15'-8"6'-0"7'-4 1/2"21'-4"5'-6"4'-10 1/2"18'-8 1/2"23'-7"28'-10"6'-9 3/4"11'-10 1/4"26'-11"
24'-0 1 /4"
25'-8"
9'-5"
27 '-7"
20'-10 9/16"
24'-4"
21 '-9 1/2 "
15 '-5 3/4"
19'-0"
b13
b11
a17
b12
b17
b17
b9
W8 x 1 8
OPENING IN FLOOR
W8x18
b5
a10
S.1
S.1
S.5
S.5
S.8
S.8
a14
V.9
V.9
T.2
T.2
U.2
U.2
b7
N.9
a12
M.3
M.3
L.6
L.6
BALCONY FRAME
BALCONY FRAME
BALCONY FRAME
BALCONY FRAMES-1W8x18
S-1
P.4
4'-0"4'-0 "
4'-0"
8
S-2.02
7
S-2.02
9
S-2.02
10
S-2.02
7
S-2.03 AREA BAREA AAREA BAREA A2
S-3.02
1
S-3.02
8
S-2.03
9'-8"10'-8"5'-4"10'-8"7.57°2.68°7.46°8.00°2'-0"POCKET WALL FOR BEAM BEARING
CONTINUOUS PLATE EMBEDDED IN CONCRETE WALL
9
S-2.03
12
S-3.13
b15.4
b12.9
U.1
T.3
b15.5
b12.3
a13
T.8
T.8
12
S-2.02
1
CFMF FRAMING, LOAD BEARING WALLS
(05 4000)
8" THICK HAUNCH SLAB
1
1 6'-0"6'-0"6'-0"6'-0"5'-10"10"5'-4"8"1"1"1 1
T.1
14
S-2.0215
S-2.02
NOTE:
STEEL ROOF DECK, BEAMS,
AND TRU SSES S OUTH OF LINE
K TO BE SPRAY FI REPROO F ED
FOR 1-HR R ATING.
NOTE:
STEEL ROOF DECK, BEAM S,
AN D TRU SSES N O RTH OF
LINE K SHALL HAVE 0-HR
RATING (NO FIRE PR OOFING).
F O U N D A T I O N P L A N N O T E S
1. TOP OF CONCRETE SLAB ELEVATION SHALL BE (+ 0' - 0") UNLESS OTHERWISE NOTED AS
(+/-) THUS FROM TOP OF CONCRETE SLAB ELEVATION (+ 0' - 0"). REFER TO
ARCHITECTURAL DRAWINGS FOR REFERENCE ELEVATIONS RELATIVE TO SITE DATUM.
3.REFER TO STRUCTURAL DRAWING S-1.01 AND S-2.00 FOR TYPICAL DETAILS AND
GENERAL NOTES.
4.REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR
QUANTITY, SIZE AND LOCATION OF ALL OPENINGS AND SLEEVES REQUIRED.
F O U N D A T I O N P L A N L E G E N D
2.INDICATES REINFORCED CONCRETE FOOTING. REFER TO SCHEDULE
ON SHEET S-2.00 FOR SIZE AND REINFORCING.
3.INDICATES REINFORCED CONCRETE PIER. REFER TO SCHEDULE ON
SHEET S-2.00 FOR SIZE AND REINFORCING.
4.SHADED REGIONS INDICATE DROP IN TOP OF FOUNDATION WALL.
REFER TO FOUNDATION PLAN FOR TOP OF WALL ELEVATIONS.
2. CONCRETE FLOOR SLAB TO BE 5" MIN. (U.O.N.) OF 3,000 PSI NORMAL WEIGHT CONCRETE
REINFORCED WITH 6x6-W2.9xW2.9 WELDED WIRE FABRIC. REFER TO STRUCTURAL
DRAWINGS FOR TYPICAL SLAB ON GRADE DETAILS. REFER TO SPECIFICATIONS FOR
UNDERSLAB SOIL PREPARATION AND VAPOR RETARDER REQUIREMENTS.
5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING UTILITIES,
WHETHER INDICATED ON THE DRAWINGS OR NOT, WHICH MAY BE AFFECTED BY THE
CONSTRUCTION PROCESS.
1. REFER TO STRUCTURAL DRAWING S-1.01 FOR COMPLETE ABBREVIATION SCHEDULE.
N
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/8" = 1'-0"2/26/2021 5:25:16 PMC:\Users\ENG-03\Documents\17030_s19_kbrown@girardco.com.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-1.12A
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
FIRST FLOOR FRAMING
PLAN AREA - A
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
S-1.12A1/8" = 1'-0"
1F I R S T F L O O R F R A M I N G - A R E A A
1 03-01-21 Addendum No. 8
1
K
K
L
P
P
RTV
V
W
W
a2
a6
a15
b1
b4
b14
Q
b6
b8
a8
SU
b3
V.5
V.5
a5
a1
b2
a3
a9
S.2
a7
a11
N.4
N.4
L.9
K.8
M.9
a18
M.5P.7 N.3
a19
a4
b13
b13
b11
a17
b12
b17
b9
b5
a10
S.1
S.5
S.8
a14
V.9
T.2
U.2
b7
N.9
b10
a12
7'-0"11'-0"33'-0"23'-0 1/4"9'-2"19'-8 3/4"18'-6 3/4"14'-1"5'-11"13'-5 1/2"8'-1"20'-0"23'-3 1/4"6'-8"17'-3"4'-11 1/4"6'-9 3/4"15'-9 1/4"4'-8 1/2"11'-4 1/2"21'-8"1'-3"10 3/4"8'-5 3/4"1'-5"3'-10"12'-10"5'-6"4'-10 1/2"18'-8 1/2"13'-3 1/2"10'-3 1/2"28'-10"6'-9 3/4"11'-10 1/4"26'-11 "
24'-0 1/4"
25 '-8"
9'-5"
27'-7"
BALCONY FRAMEBALCONY FRAME
.
.
.
.
.
.
W 1 4 x 2 6
W 2 1 x 8 3 W 1 4 x 6 1W 1 4 x 6 1W 1 6 x 3 1W 1 0 x 1 5
W8x15
W8x15 W 1 6 x 3 1W 10x15
W 1 0 x 1 5W 1 6 x 3 1W 1 4 x 6 1W 1 4 x 2 6
W 1 2 x 2 6
W 1 4 x 2 6W 2 1 x 5 0CFMF BEARING WALLS
HSS 5x5x3/8 POST
HSS 3x3x1/4 POST
TOP OF STEEL STEPS DOWN
FROM HIGH POINT IN 1'-9" STEPS
S-2, TYPICAL 3 1/2" CONCRETE SLAB REINFORCED
WITH 6x6-W2.9xW2.9 WELDED WIRE FABRIC
OVER 1 1/2" - 18 GAGE - COMPOSITE STEEL DECK,
(TOTAL MINIMUM THICKNESS 5")S-2S-2S-2S-2S-2S-2S-2S-2W10x15(0 ")
8
S-3.05
AREA A
A R E A BW 1 2 x 3 5W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5 W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 2 6
W 1 2 x 2 6
W 1 2 x 2 6
W 1 2 x 2 6
W 1 2 x 2 6
W 1 2 x 2 66'-0"4'-1"3'-0 1/16"b15.4
b12.9
b12.9
U.1
T.3
1 1/2" DEEP - 18 GAUGE - GALVANIZED
WIDE RIB STEEL ROOF DECK
CONTINUOUS L5x3 1/2x5/16
AT TOP AND BOTTOM FLANGE.
TYPICAL 3 SIDES SHOWN.( -1'-9" )( -1'-9" )( -1'-9" )
( -1'-9" )( -1'-9" )( +0" )
( +0" )( +0" )
( +0" )( +0 " )
( +0 " )
( -1 '-9" )
( -1'-9" )
( -3'-6" )
( -5'-3" )
( -7'-0" )
( -8'-9" )
( -10'-6" )
( -1'-9" )
( -2'-6" )
( -5'-3" )
( -7'-0" )
( -8'-9" )
( -10'-6" )
( -10'-6" )
( -8'-9" )
( -7'-0" )
( -5'-3" )
( -2'-6" )
( -1'-9" )
( -2'-6" )
( -2'-6" )
( -5'-3" )
( -7'-0" )
( -8'-9" )
( -10'-6" )
( -1'-9" )( -1'-9" ).W10x15W10x15
( -1'-9" )( -1'-9" )
( -1'-9" )
8
S-3.13
10
S-3.1311
S-3.13
12
S-3.13
13
S-3.13
W 1 0 x 3 0
W 1 0 x 3 0
W 1 0 x 3 0 W 1 0 x 3 0W 1 0 x 3 03
S-3.02
3
S-3.02
SIMILAR
( -8" )
( -8" )
( -8" )
( -8" )( -8" )
( -8" )( -8" )( -8" )..2'-8 1/4"4'-6"5'-8 1/2"10 3/4"1 4'-7"
2'-2 1/2"
3 2'-10"
53 '-2 1/4 "
27'-7"
2 0'-10 9/16 "
24'-4"
21'-9 1/2"
15'-5 3/4"
2'-2 1/2"
13.57°
5.64°
3.08°TYP.3'-6"( -1'-9" )( -1'-9" )(-8")HSS6x4x1/2POST DOWNHSS 6 x 5 x 5/16HSS 6x5x5/16 HSS 6x5x5/16 HSS 6x5x5/16 HSS 6x5x5/16 HSS 6x5x5/16 HSS 6x5x5/16 HSS 6x5x5/16 HSS 6x5x5/16 HSS 6x5x5/16 HSS 6x5x5/16 HSS 6x5x5/16 HSS 6x5x5/16 HSS 6x5x5/16 HSS 6x5x5/16
W 1 4 x 2 6
HSS 6x5x5/16 HSS 6x5x5/16 HSS 6x5x5/16 HSS 6x5x5/16
W 1 8 x 3 5
(-5'-0")(-5'-0") (-5'-0") (-5'-0") (-5'-0") (-5'-0") (-5'-0") (-5'-0") (-5'-0") (-5'-0") (-5'-0") (-5'-0") (-5'-0") (-5'-0") (-5'-0")
(-2'-0") (-2'-0") (-2'-0") (-2'-0")
HSS 6 x 5 x 5/16
HSS 6 x 5 x 5/16
(-5'-0")
(-5'-0")
.
.HSS6x4x1/2POST DOWNHSS6x4x1/2POST DOWNHSS6x4x1/2POST DOWNHSS6x4x1/2POST DOWNHSS6x4x1/2POST DOWNHSS6x4x1/2POST DOWNHSS6x4x1/2POST DOWNHSS6x4x1/2POST DOWNHSS6x4x1/2POST DOWNHSS6x4x1/2POST DOWN7'-6"12'-2 3/4"11'-0"7'-6 3/4"10'-0"10'-0"10'-9 1/4"10'-9 1/4"10'-0"10'-0"9'-11 3/4"9'-11 3/4"9'-11 3/4"8'-7 1/2"8'-7 1/2"10'-0"10'-6"7'-0 1/4"6'-6"
S-1.51
1
1
19'-8 3/4"13'-10 1/4"4'-8 1/2"
24'-2 1/2"33'-9 1/2"
AREA B
EXTERIOR SUN CONTROL DEVICE,
REFER TO ARCHITECTURAL DRAWINGS.
BF
15'-6 1/4"A R E A A
(-3'-0") (-3'-0")
1'-9"20'-6"10'-9"HSS8x4x3/8 POSTHSS8x4x3/8 POSTCL CL
1
1"1"1 1
T.1
15
S-2.02
NO TE:
STE E L RO OF DECK, BEAMS, AND
T RUS SES SOUTH OF LINE K TO
BE SPRAY FIREPRO O FED FOR
1-HR R ATING.
NO TE:
S T EEL ROO F DECK, B E A MS,
A ND TR USSES NORTH O F
LINE K SHALL H A VE 0-H R
RATING (NO FI RE PROOFING).
F R A M I N G P L A N N O T E S
1.TOP OF STEEL ELEVATION SHALL BE (+ 13' - 7") FROM TOP OF SLAB ON GRADE ELEVATION (+ 0' - 0")
UNLESS OTHERWISE NOTED AT (+/-) THUS FROM TOP OF STEEL ELEVATION (+ 13' - 7"). REFER TO
ARCHITECTURAL DRAWINGS FOR REFERENCE ELEVATIONS.
4.
ALL BEAMS ARE EVENLY SPACED BETWEEN COLUMN CENTERLINES OR DIMENSIONED STEEL
BEAMS UNLESS DIMENSIONED OTHERWISE.
5.REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR
QUANTITY, SIZE AND LOCATION OF ALL OPENINGS AND SLEEVES REQUIRED.
2.
REFER TO STRUCTURAL DRAWING S-1.00 FOR GENERAL STRUCTURAL NOTES, PROJECT
DESIGN DATA, AND TYPICAL ABBREVIATION SCHEDULE AND FRAMING LEGENDS.
REFER TO STRUCTURAL DRAWING S-3.00 AND S-3.01 FOR TYPICAL FRAMING DETAILS.
3.
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/8" = 1'-0"2/26/2021 5:25:17 PMC:\Users\ENG-03\Documents\17030_s19_kbrown@girardco.com.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-1.13A
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
BALCONY FRAMING
PLAN AREA - A
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
S-1.13A1/8" = 1'-0"
1B A L C O N Y F R A M I N G P L A N - A R E A A
A B
C
D
1 03-01-21 Addendum No. 8
1
H
H
c5
c7
c9
c11
c13
c15
c17
c19
J
K K
L L
N N
P
P.6
b14
b14
b18 b20
b22 b25
b25
b33
b33
b24
b24
Q
P.9
a32
M
b19 b21
b21
H.1
H.1
b16
H.8
H.5
J.7
N.7 N.7
N.4 N.4
K.8
S -1.33C
S -1.32B
S-1.33C
S-1.32B
S-1.33C
S-1.32B
S-1.3 3C
a29
a28
a23
a18
M.5
P.7
N.3
a19
P.8
a24
a27
a30 90.00 °C 1 C 1 C 1 C 1 1C
C 1 D 1 D 1 1D
1C
1D
1C
1D
1C
E 1
G 1
G 1
D 1
D 1 1D 1D C
1C
1C
1C
C 1
C 1
1C
C 1
S-1 .32B
T.P. -1' - 0"
T.P. -1' - 0"T.P. -1' - 0"T.P. -1' - 0"T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
5" THICK NORMAL WEIGHT CONCRETE SLAB ON GRADE
REINFORCED WITH 6x6-W2.9xW2.9 WELDED WIRE FABRIC.
TOP OF SLAB ELEVATION = 0' - 0"
B.F. -5' - 0"B.F. -5' - 0"B.F. -5' - 0"B.F. -5' - 0"B.F. -5' - 0"
B.F. -5' - 0"B.F. -5' - 0"B.F. -5' - 0"B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"
T.P. -1' - 0"
B.F. -5' - 0"
T.P. -1' - 0"
B.F. -5' - 0"T.P. -1' - 0"T.P. -1' - 0"T.P. -1' - 0"
T.P. -1' - 0"
B.F. -5' - 0"
B.F. -5' - 0"B.F. -5' - 0"B.F. -5' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
B.F. -5' - 2"
B.F. -5' - 6"
B.F. -5' - 6"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"B.F. -5' - 0"B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"
5" THICK NORMAL WEIGHT CONCRETE SLAB ON GRADE
REINFORCED WITH 6x6-W2.9xW2.9 WELDED WIRE FABRIC.
TOP OF SLAB ELEVATION = (-) 0'-3"
T.W. -0' - 9"T.W. -0' - 9"
T.W. 0' - 0"
T.W. -0' - 9"
T.W. -0' - 9"T.W. 0' - 0"T.W. 0' - 0"T.W. 0' - 0"T.W. -0' - 9"T.W. -0' - 9"D E D C D
EEEFE
F
F
D
H
H
C
C
C
C
C
C
C
C
C
D
E
C
2 2 2 2 2
1
11111
1
4
4
1
1
4
4
1
1
1
1
1
1
1
1
1D
1
1
1
C1
C1
C 1
T.P. -1' - 0"T.P. -1' - 0"T.P. -1' - 0"T.P. -1' - 0"T.P. -1' - 0"
T.P. -1' - 0"T.P. -1' - 0"T.P. -1' - 0"T.P. -1' - 0"T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
C 1
1 C
T.P. -1' - 0"
T.P. -1' - 0"
C
T.P. -1' - 0"
B.F. -5' - 0"
B.F. -5' - 0"B.F. -5' - 0"
B.F. -5' - 0"B.F. -5' - 0"
B.F. -5' - 0"B.F. -5' - 2"B.F. -5' - 0"
B.F. -5' - 2"B.F. -5' - 4"B.F. -5' - 2"B.F. -5' - 2"B.F. -6' - 2"
B.F. -5' - 4"
B.F. -5' - 4"
B.F. -5' - 2"
B.F. -5' - 6"B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"
T.W. -0' - 9"
T.W. -0' - 9"T.W. -0' - 9"TYPICAL FROST APRON
AT ALL ENTRY DOORS
1
1
1
L.5
b30
b30
b29
b29
b28
b28
b13b11
K.1
b32
b32
a17
b12
b12
b17
a22
a26
N.5
2
S-2.03
a25
T.P. -1' - 0"T.P. -1' - 0"T.P. -1' - 0"
C
T.P. -1' - 0"
B.F. -5' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
1
1C
T.P. -1' - 0"
B.F. -5' - 0"
1C
T.P. -1' - 0"
B.F. -5' - 0"
B.F. -5' - 0"T.P. -1' - 0"
1C
1C
T.P. -1' - 0"B.F. -5' - 0"
B.F. -5' - 6"
B.F. -5' - 0"
T.P. -1' - 0"
1D
1D
T.P. -1' - 0"B.F. -5' - 0"
1
S-1.22B
S-1.21A
S-1.22B
S-1.21A
B.F. -5' - 6"
T.P. -1' - 0"
G 1
D 1
T.P. -1' - 0"
B.F. -5' - 0"
B.F. -5' - 4"
T.P. -1' - 0"
1F
24'-2 1/2"4'-5 1/2"19'-4"10'-0"32'-10"9'-8 1/4"36'-4 3/4"7'-1 1/4"18'-9 3/4"8'-9 1/4"20'-10 9/16"24'-4"2'-6"2'-0"
10'-2"14'-8 1/2"20'-9 1/2"19'-0"28'-4"28'-4"21'-8"10'-7 1/2"
30'-8"
1 2'-0"
30'-8"
30'-8"
3 0'-8"
30'-8"
12'-0"
6'-1 1/2"19'-0 1/4"25'-1 1/2"25'-1 1/2"25'-1 1/2"21'-7 1/2"7'-8"1'-0"25'-11"5'-11"20'-0 3/4"26'-0 1/4"7'-1 1/4"18'-9 3/4"22'-9 1/2"8.00°4'-6"6'-1 1/2"19'-0 1/4"25'-1 1/2"25'-1 1/2"25'-1 1/2"2'-0"24'-10 1/2"
7'-10 1/4"
15'-6 1/4"
14'-5 1/2"5'-3 1/2"
3'-0"
15'-0"
3'-5 1/2"
5'-7 1/2"3'-6"
19'-3"
11'-4 1/2"8.00°
1'-3"9'-4 1/2"1'-5"6"1'-0"6"6"1'-11"
6"6"1'-8"6"6"1'-0"6"1'-0"
1'-0"
1'-0"
8"
8"
8"6"1'-0"6"6"
1'-0"
6"6"
1'-0"
6"
13'-6"
14'-4"
6"
1'-0"
6"
6"
1'-0"
6"6"1'-0"6"2'-0"
S.1
S.5
N.9 N.9
b15
a20 a21
J.3
4
S-2.03
a31
M.3 M.3
L.6 L.6
b26
b26
b27
b27
b31
b31
b23
b23
P.2P.3
P.1
P.4
C 1
T.P. -1' - 0"B.F. -5' - 0"
J.6
F 1
T.P. -1' - 0"
B.F. -5' - 4"
1
S-2.03
7
S-2.01
7
S-2.01B.F. -5' - 0"3
S-2.03
2
S-2.01
1
S-2.01
1
S-2.01
1
S-2.01
1C
T.P. -1' - 0"
B.F. -5' - 0"
B.F. -5' - 6"
ELEV. PIT
2"2"2"
2"
2"
2"2"2"
5
S-2.02
5
S-2.01
4'-0"5'-0"
5
S-2.01
1
S-2.01
5
S-2.01
5
S-2.01 HSS 5 x 5 x 3/8 POSTHSS 5 x 5 x 3/8 POST5" THICK NORMAL WEIGHT CONCRETE SLAB ON GRADE
REINFORCED WITH 6x6-W2.9xW2.9 WELDED WIRE FABRIC.
TOP OF SLAB ELEVATION = 0' - 0"
4" THICK NORMAL WEIGHT CONCRETE SLAB ON GRADE
REINFORCED WITH 6x6-W2.9xW2.9 WELDED WIRE FABRIC.
TOP OF SLAB ELEVATION = (-2")
2"
2
S-2.01
DEPRESS (-1") FOR
WALKOFF MAT
DEPRESS (-1") FOR
WALKOFF MAT
5
S-2.03
ARCHITECTURAL CONCRETE STEPS,
FORMED WITH GEO-FOAM OVER
6" CONCRETE SLAB ON GRADE
3' - 4"
2' - 2"1' - 0"2"21'-6"124'-4"13'-9 7/16"R = 5'-9"90.00°R
=
5
'-
9
"
R
=
5
'-
9
"
R = 5'-9"8'-10 9/16"1'-0"10 11/16"7'-3 5/8"98.00°4'-8 1/2"
95'-7"
1'-4 1/4"1'-4 1/4"1'-5 11/16"1'-4 3/16"2"2"T.P. -1' - 0"
T.P. -1' - 0"4'-1 1/4"C.J.
5" THICK NORMAL WEIGHT CONCRETE SLAB ON GRADE
REINFORCED WITH 6x6-W2.9 WELDED WIRE FABRIC.
TOP OF SLAB ELEVATION = 0'-0"
5'-1" 6'-3"C.J.C.J.C.J.C.J.C.J.C.J.C.J.11
S-2.03
11
S-2.03
4" THICK NORMAL WEIGHT CONCRETE SLAB ON GRADE
REINFORCED WITH 6x6-W2.9 WELDED WIRE FABRIC.
TOP OF SLAB ELEVATION = (-2")
4" THICK NORMAL WEIGHT CONCRETE SLAB ON GRADE
REINFORCED WITH 6x6-W2.9 WELDED WIRE FABRIC.
TOP OF SLAB ELEVATION = (-2")
T.W. 0' - 0"
11
S-2.03
C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
T.W. -0' - 9"
T.W. -0' - 9"
C.J.
C.J.
C.J.C.J.
8'-8"7'-0"B.F. -6' - 0"
1' - 0"
STORM DRAIN PIPE REFER TO CIVIL DRAWINGS
WALL AND FOOTING PENETRATION
T.P. -1' - 0"
DEPRESS SLAB FOR
SHOWER PAN.
14
S-2.03
14
S-2.03
15
S-2.03
15
S-2.03
VOLLEYBALL SLEEVE
8" HAUNCHED SLAB UNDER
CLIMBING WALLS
8" HAUNCHED SLAB UNDER
CLIMBING WALLS
D3
S-2.01 6'-4"4'-0"
4'-0"6'-4"4'-0"5'-0"
1
S-2.01
PITCH SLAB TO FLOOR DRAIN
PITCH SLAB TO FLOOR DRAIN
5'-2 1/8"10'-3 3/4"5
S-2.01
B.F. -5' - 0"
B.F. -5' - 0"
D4
S-2.01
FOOTING PENETRATION FOR RWL
10
S-2.03
11
S-2.02
F
T.P. -1' - 0"
B.F. -5' - 4"
1
1
1 1 1 1 1
1
1
1
1
FD
FD
FD
2"
2"
1
1
T.W. -0' - 8"
T.W. -0' - 8"
T.W. -0' - 8"T.W. -0' - 8"
T.W. -0' - 8"
T.W. -0' - 8"
T.W. -0' - 8"
1
1
1
1
1
1
T.W. -0' - 8"T.W. -0' - 8 1/2"T.W. -0' - 8 1/2"T.W. -0' - 8"
T.W. -0' - 8"
1 1 1
T.W. -0' - 11"
T.W. -0' - 11"
1
1 T.W. -0' - 8"T.W. -0' - 8"111
1
1
1
3
S-2.03
1
3
S-2.03
3
S-2.03
1
5" THICK NORMAL WEIGHT CONCRETE SLAB ON GRADE
REINFORCED WITH 6x6-W2.9 WELDED WIRE FABRIC.
TOP OF SLAB ELEVATION = 0'-0"
14'-6"1
1
1
1
1
1
1
F O U N D A T I O N P L A N N O T E S
1. TOP OF CONCRETE SLAB ELEVATION SHALL BE (+ 0' - 0") UNLESS OTHERWISE NOTED AS
(+/-) THUS FROM TOP OF CONCRETE SLAB ELEVATION (+ 0' - 0"). REFER TO
ARCHITECTURAL DRAWINGS FOR REFERENCE ELEVATIONS RELATIVE TO SITE DATUM.
3.REFER TO STRUCTURAL DRAWING S-1.01 AND S-2.00 FOR TYPICAL DETAILS AND
GENERAL NOTES.
4.REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR
QUANTITY, SIZE AND LOCATION OF ALL OPENINGS AND SLEEVES REQUIRED.
F O U N D A T I O N P L A N L E G E N D
2.INDICATES REINFORCED CONCRETE FOOTING. REFER TO SCHEDULE
ON SHEET S-2.00 FOR SIZE AND REINFORCING.
3.INDICATES REINFORCED CONCRETE PIER. REFER TO SCHEDULE ON
SHEET S-2.00 FOR SIZE AND REINFORCING.
4.SHADED REGIONS INDICATE DROP IN TOP OF FOUNDATION WALL.
REFER TO FOUNDATION PLAN FOR TOP OF WALL ELEVATIONS.
2. CONCRETE FLOOR SLAB TO BE 5" MIN. (U.O.N.) OF 3,000 PSI NORMAL WEIGHT CONCRETE
REINFORCED WITH 6x6-W2.9xW2.9 WELDED WIRE FABRIC. REFER TO STRUCTURAL
DRAWINGS FOR TYPICAL SLAB ON GRADE DETAILS. REFER TO SPECIFICATIONS FOR
UNDERSLAB SOIL PREPARATION AND VAPOR RETARDER REQUIREMENTS.
5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING UTILITIES,
WHETHER INDICATED ON THE DRAWINGS OR NOT, WHICH MAY BE AFFECTED BY THE
CONSTRUCTION PROCESS.
1. REFER TO STRUCTURAL DRAWING S-1.01 FOR COMPLETE ABBREVIATION SCHEDULE.
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/8" = 1'-0"2/26/2021 5:25:20 PMC:\Users\ENG-03\Documents\17030_s19_kbrown@girardco.com.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-1.13B
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
FOUNDATION PLAN
AREA - B
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
S-1.13B1/8" = 1'-0"
1F O U N D A T I O N P L A N - A R E A B
1 03-01-21 Addendum No. 8
d5
d8
d10
d14
d16
d18
D
D
E E
F F
G G
H H
c1
c2
c3
c4
c5
c6
c7
c8 c9
c9 c11
c12
c13
c14
c15
c16
c17
c18
c19
c20
c21
c22
b22
b24
II
JJ
D.1
D.1
D.5
D.7
C115
C116
D.3
H.1 H.1
b16
d20
30'-0"2'-0"18'-0 3/4"
24'-7 1/4"
30'-8"
32'-1"
29 '-3"
12'-0"
29'-0 5/16"86'-10"46'-1 1/2"40'-8 1/2"1'-4 1/4" 30'-8 3/4"22'-8"30'-8 3/4" 1'-4 1/4"
3'-9"268'-5"2'-3"
1'-4 1/4" 30'-8 3/4"30'-8" 12'-0" 30'-8"30'-8"30'-8"30'-8" 12'-0" 30'-8"30'-8 3/4" 1'-4 1/4"
11'-6"2'-0"
13'-6"
2'-2"
10'-2"
2'-0"
14'-4"86'-10"40'-8 3/4"46'-1 1/4"1'-4 1/4" 30'-8 3/4" 10'-0" 12'-8" 30'-8 3/4" 1'-4 1/4"
F.5
1'-4 1/4"87.27°9
2.7
3°86.86°9
3.1
4°
2'-3"63'-3 1/4"32'-0 7/16"91'-9 5/16"21'-2 1/2"60'-1 1/2"3'-9"
1'-4 1/4"30'-8 3/4"30'-8"12'-0"30'-8"30'-8"36'-8"24'-8"12'-0"30'-8"30'-8 3/4"1'-4 1/4"2'-0"5" THICK NORMAL WEIGHT CONCRETE SLAB ON GRADE
REINFORCED WITH 6x6-W2.9xW2.9 WELDED WIRE FABRIC.
TOP OF SLAB ELEVATION = 0' - 0"
F.4
ELEVATOR PIT2.73°3.14°B.F. -5' - 2"
B.F. -5' - 2"
B.F. -5' - 0"B.F. -5' - 2"B.F. -5' - 0"B.F. -5' - 2"
B.F. -5' - 2"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"T.P. -1' - 0"T.P. -1' - 0"T.P. -1' - 0"T.P. -1' - 0"T.P. -1' - 0"T.P. -1' - 0"T.P. -1' - 0"
T.P. -1' - 0"
4
E 2E24D22ED242E2E
4
K
K
4
B 1
T.P. -1' - 0"B.F. -5' - 0"
1E
T.P. -1' - 0"
B.F. -5' - 2"
D 1
T.P. -1' - 0"
B.F. -5' - 0"
4
1E 1E 1E
4
1D 1E
4
1B
T.P. -1' - 0"T.P. -1' - 0"T.P. -1' - 0"T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"B.F. -5' - 0"
B.F. -5' - 2"B.F. -5' - 0"B.F. -5' - 2"B.F. -5' - 2"
T.P. -1' - 0"
B.F. -5' - 2"
1C
1E
4
1D
1E 1E 1E
1D 4
1E
1C
T.P. -1' - 0"T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"
T.P. -1' - 0"T.P. -1' - 0"T.P. -1' - 0"
T.P. -1' - 0"T.P. -1' - 0"
T.P. -1' - 0"B.F. -5' - 0"B.F. -5' - 2"
B.F. -5' - 0"
B.F. -5' - 2"B.F. -5' - 2"B.F. -5' - 2"
B.F. -5' - 0"
B.F. -5' - 2"
B.F. -5' - 0"
C 2
T.P. -1' - 0"B.F. -5' - 0"
2E 4 1C
2E 2D
2D
1D 4 2E 2C
T.P. -1' - 0"
B.F. -5' - 2"T.P. -1' - 0"B.F. -5' - 0"T.P. -1' - 0"B.F. -5' - 2"
T.P. -1' - 0"B.F. -5' - 0"
T.P. -1' - 0"
B.F. -5' - 0"
T.P. -1' - 0"B.F. -5' - 0"T.P. -1' - 0"B.F. -5' - 2"
T.P. -1' - 0"B.F. -5' - 0"
C 4
T.P. -1' - 0"B.F. -5' - 0"
D 1
T.P. -1' - 0"
B.F. -5' - 0"
4C
T.P. -1' - 0"
B.F. -5' - 0"
4C
T.P. -1' - 0"B.F. -5' - 0"
1
T.P. -1' - 0"
B.F. -5' - 0"
T.P. -1' - 0"
1C
T.P. -1' - 0"
4
B.F. -5' - 2"T.P. -1' - 0"
E 2
B.F. -5' - 2"
T.P. -1' - 0"
2E
B.F. -5' - 0"T.P. -1' - 0"
D 1
4C
T.P. -1' - 0"
B.F. -7' - 0"
B.F. -7' - 0"
T.P. -1' - 0"
C 4
D 1
B.F. -5' - 0"
B.F. -5' - 0"
T.P. -1' - 0"
1C
1
T.P. -1' - 0"
4
B.F. -5' - 0"B.F. -5' - 0"B.F. -5' - 0"B.F. -5' - 0"
B.F. -5' - 0"B.F. -5' - 0"B.F. -5' - 0"B.F. -5' - 6"B.F. -5' - 0"B.F. -5' - 6"B.F. -5' - 0"B.F. -5' - 0"B.F. -5' - 0"B.F. -5' - 0"B.F. -5' - 0"B.F. -5 ' - 0"
B.F. -5' - 0"B.F. -5' - 0"B.F. -5' - 0 "
T.W. -0' - 9"T.W. -0' - 9"T.W. -0' - 9"T.W. -0' - 9"T.W. -0' - 9"T.W. -0' - 9"T.W. -0' - 9"T.W. -0' - 9"T.W. -0' - 9"T.W. -0' - 9"T.W. -0' - 9"T.W. -0' - 9"T.W. -0' - 9"T.W. -0' - 9"T.W. -0' - 9"T.W. -0' - 9"TYPICAL FROST
APRON
TYPICAL FROST APRON
TYPICAL FROST APRON
TYPICAL FROST APRON
TYPICAL
FROST APRON
TYPICAL FROST
APRON
T.W. 0' - 0"T.W. -1' - 8"
SUMP PIT 12"x24"x24" DEEP
T.W. -0' - 9"S-1.34D
S-1.33C S-1.34D
S-1.33C
S-1.34D
S-1.33C S-1.34D
S-1.33C
S-1.33C
S-1.32B
S-1.33C
S-1.32B
S-1.33C
S-1.32B
S-1.33C
S-1.32B
T.P. -1' - 0"
ANCHOR VERTICAL POST TO TOP OF
SLAB ON GRADE WITH 7" x 9" x 1/2"
BASE PLATE AND (2) 3/4" DIA.
EXPANSION ANCHORS, TYPICAL.6"1'-0"6"6"1'-0"6"6"
1'-0"
6"
T.P. -1' - 0"
b15 b23
d9
d13
F
T.P. -1' - 0"
B.F. -5' - 4"
F
T.P. -1' - 0"
B.F. -5' - 4"
G
B.F. -5' - 6"
G
B.F. -5' - 6"
T.P. -1' - 0"
T.P. -1' - 0"
B.F. -5' - 0"
T.P. -1' - 0"
C 4 21'-5 3/4"4.86°B.F. -5' - 6"
G
B.F. -5' - 6"
G
F
T.P. -1' - 0"
B.F. -5' - 4"G
T.P. -1' - 0"
B.F. -5' - 6"
B.F. -5' - 6"
G
T.P. -1' - 0"
1 1
T.P. -1' - 0"
G
B.F. -5' - 6"
1 1T.P. -1' - 0"T.P. -1' - 0"CJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJ
CJCJCJCJCJCJCJCJCJCJ
CJ CJ
CJ
CJ
CJ
CJCJCJCJCJCJCJCJCJCJCJCJ
CJ
CJ CJ CJ CJ CJ CJ CJ CJ CJ
CJCJ
CJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJ
CJ
CJ
CJ
CJCJCJCJ
CJ CJ
CJ
CJ
CJ
CJCJ CJCJCJCJCJCJCJCJCJCJCJCJ
CJ
CJCJ
CJ
CJ
CJ
CJ
CJCJ1
S-2.01
1
S-2.01
1
S-2.01
1
S-2.01
1
S-2.01
1
S-2.01
1
S-2.01
1
S-2.01 5.27°2
S-2.01
2
S-2.01
2
S-2.01
2
S-2.01
2
S-2.01
2
S-2.01
2
S-2.01
2
S-2.01
2
S-2.01
D2
S-2.01
D4
S-2.01
D3
S-2.01
2"2"8'-11 1/16" 8'-8"
B.F. -6' - 0"8'-11 9/16"6'-0"DEPRESS SLAB 1"
FOR WALKOFF MAT
PITCH SLAB TO FLOOR DRAINS
S.F.
S.F.
S.F.
S.F.
1'-4 1/4"
4'-0"
3'-9"7'-6"11'-3 5/8"4'-0"
4'-0"1'-4 1/4"8'-7 5/8"3'-11 1/16"7'-10 3/4"4'-1 5/8"10'-1 3/4"1
1
1
1 1
1
1 1 1 1 1 1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
11
F O U N D A T I O N P L A N N O T E S
1. TOP OF CONCRETE SLAB ELEVATION SHALL BE (+ 0' - 0") UNLESS OTHERWISE NOTED AS
(+/-) THUS FROM TOP OF CONCRETE SLAB ELEVATION (+ 0' - 0"). REFER TO
ARCHITECTURAL DRAWINGS FOR REFERENCE ELEVATIONS RELATIVE TO SITE DATUM.
3.REFER TO STRUCTURAL DRAWING S-1.01 AND S-2.00 FOR TYPICAL DETAILS AND
GENERAL NOTES.
4.REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR
QUANTITY, SIZE AND LOCATION OF ALL OPENINGS AND SLEEVES REQUIRED.
F O U N D A T I O N P L A N L E G E N D
2.INDICATES REINFORCED CONCRETE FOOTING. REFER TO SCHEDULE
ON SHEET S-2.00 FOR SIZE AND REINFORCING.
3.INDICATES REINFORCED CONCRETE PIER. REFER TO SCHEDULE ON
SHEET S-2.00 FOR SIZE AND REINFORCING.
4.SHADED REGIONS INDICATE DROP IN TOP OF FOUNDATION WALL.
REFER TO FOUNDATION PLAN FOR TOP OF WALL ELEVATIONS.
2. CONCRETE FLOOR SLAB TO BE 5" MIN. (U.O.N.) OF 3,000 PSI NORMAL WEIGHT CONCRETE
REINFORCED WITH 6x6-W2.9xW2.9 WELDED WIRE FABRIC. REFER TO STRUCTURAL
DRAWINGS FOR TYPICAL SLAB ON GRADE DETAILS. REFER TO SPECIFICATIONS FOR
UNDERSLAB SOIL PREPARATION AND VAPOR RETARDER REQUIREMENTS.
5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING UTILITIES,
WHETHER INDICATED ON THE DRAWINGS OR NOT, WHICH MAY BE AFFECTED BY THE
CONSTRUCTION PROCESS.
1. REFER TO STRUCTURAL DRAWING S-1.01 FOR COMPLETE ABBREVIATION SCHEDULE.
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/8" = 1'-0"2/26/2021 5:25:20 PMC:\Users\ENG-03\Documents\17030_s19_kbrown@girardco.com.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-1.14C
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
FOUNDATION PLAN
AREA - C
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
S-1.14C1/8" = 1'-0"
1F O U N D A T I O N P L A N - A R E A C
1 03-01-21 Addendum No. 8
d1
d2
d3
d4
d5
d6
d8
d8
d10
d11
d14
d15
d16
d17
d18
d19 d21
d22
d23
d24
d25
B B
C C
D D
A A
B.4
B.5
II
JJ
D.1 D.1
C115
C116
5" THICK NORMAL WEIGHT CONCRETE SLAB ON GRADE
REINFORCED WITH 6x6-W2.9xW2.9 WELDED WIRE FABRIC.
TOP OF SLAB ELEVATION = 0' - 0"B.F. -5' - 6"4
B.F. -5' - 0"
2E
B.F. -5' - 2"
2D
T.P. -1' - 0"B.F. -5' - 0"
B.F. -5' - 0"
4
J
2E
B.F. -5' - 2"
2E 2E
B.F. -5' - 2"B.F. -5' - 2"
B.F. -5' - 0"
B.F. -5' - 0"
B.F. -5' - 0"
F 5
B.F. -5' - 4"
2E
B.F. -5' - 2"
4
B.F. -5' - 6"J
4
T.P. -1' - 0"
F
E 1
1
T.P. -1' - 0"
T.P. -1' - 0"
B.F. -5' - 4"
B.F. -5' - 2"
4 E 1E 1E1
1
4G 1E
4
1
1C
B
F 14
D 1E1F1E1D1
41F
C 1
1B
2D 2E 4 C 1D 2E 2E
1D
1C
1
4 E 2 2D
T.P. -1' - 0"B.F. -5' - 0"
T.P. -1' - 0"B.F. -5' - 0"T.P. -1' - 0"
B.F. -5' - 4"T.P. -1' - 0"
T.P. -1' - 0"B.F. -5' - 0"T.P. -1' - 0"B.F. -5' - 2"
T.P. -1' - 0"B.F. -5' - 2"
T.P. -1' - 0"
T.P. -1' - 0"
B.F. -5' - 4"
B.F. -5' - 2"
T.P. -1' - 0"B.F. -5' - 2"
T.P. -1' - 0"
B.F. -5' - 2"
T.P. -1' - 0"
T.P. -1' - 0"B.F. -5' - 6"
T.P. -1' - 0"B.F. -5' - 0"B.F. -5' - 0"B.F. -5' - 0"T.P. -1' - 0"B.F. -5' - 2"
T.P. -1' - 0"
B.F. -5' - 4"B.F. -5' - 0"B.F. -5' - 0"T.P. -1' - 0"
T.P. -1' - 0"B.F. -5' - 0"
B.F. -5' - 0"
T.P. -1' - 0"B.F. -5' - 2"
T.P. -1' - 0"T.P. -1' - 0"
T.P. -1' - 0"B.F. -5' - 0"T.P. -1' - 0"B.F. -5' - 0"
T.P. -1' - 0"B.F. -5' - 2"
T.P. -1' - 0"
B.F. -5' - 2"T.P. -1' - 0"B.F. -5' - 0"B.F. -5' - 0"
T.P. -1' - 0"T.P. -1' - 0"B.F. -5' - 2"T.P. -1' - 0"B.F. -5' - 0"B.F. -5' - 0"B.F. -5' - 0"B.F. -5' - 0"B.F. -5' - 0"B.F. -5' - 0"
T.W. -0' - 9"T.W. -0' - 9"T.W. -0' - 9"T.W. -0' - 9"T.W. -0' - 9"T.W. -0' - 9"T.W. -0' - 9"
d20T.W. -0' - 9"TYPICAL FROST APRON
TYPICAL FROST
APRON
TYPICAL FROST
APRON
S-1.34D
S-1.33C
S-1.34D
S-1.33C
S-1.34D
S-1.33C
S-1.34D
S-1.33C
ANCHOR VERTICAL POST TO TOP OF
SLAB ON GRADE WITH 7" x 9" x 1/2"
BASE PLATE AND (2) 3/4" DIA.
EXPANSION ANCHORS, TYPICAL.
d9
F
F
T.P. -1' - 0"B.F. -5' - 4"
G
B.F. -5' - 6"
E
B.F. -5' - 2"
D 1
T.P. -1' - 0"
B.F. -5' - 0"
G
T.P. -1' - 0"
B.F. -5' - 6"
272'-2"
61'-7"14'-4"120'-4"14'-4"61'-7"
1'-4 1/4" 30'-8 3/4"30'-7 1/4" 12'-1 1/2" 30'-7 1/4"30'-8"30'-8"30'-7 1/4" 12'-1 1/2" 30'-7 1/4"30'-8 3/4" 1'-4 1/4"
1'-1 1/4"1'-1 1/4"1'-1 1/4"1'-1 1/4"86'-10"40'-8 1/2"12'-8"33'-5 1/2"1'-4 1/4" 30'-8 3/4" 12'-8 1/4" 9'-11 3/4" 30'-8 3/4" 1'-4 1/4"1'-4 1/4"11'-3 3/4"1'-4 1/2"3'-9"
2'-3"4'-9"4'-9"86'-10"40'-8 1/2"12'-8 1/4" 33'-5 1/4"1'-4 1/4"30'-8 3/4"12'-8 1/4"9'-11 3/4"30'-8 3/4"1'-4 1/4"1'-4 1/4"11'-4"1'-4 1/4"12'-8 1/4"3'-9"
2'-3"
272'-2"
1'-4 1/4"30'-8 3/4"30'-8"12'-0"29'-3"32'-1"30'-8"15'-11 3/4"8'-7 1/2"18'-0 3/4"30'-8"30'-8 3/4"1'-4 1/4"
33'-0 5/16"
2'-0"29'-0 5/16"2'-0"
8
5.1
4
°
34'-0"
2'-0"
30'-0"
2'-0"
8
4.7
3
°
61'-11 3/8"113'-10 11/16"96'-3 7/8"
B.F. -5' - 4"
T.P. -1' - 0"
G
B.F. -5' - 6"
1
T.P. -1' - 0"B.F. -5' - 6"
G
1
T.P. -1' - 0"1D
T.P. -1' - 0"
B.F. -5' - 0"
WPWP
T.P. -1' - 0"
12" DIA. STORM SERVICE,
REFER TO TYPICAL DETAIL
FOR WALL PENETRATION.CJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJ
CJ
CJ
CJ
CJ
CJ
CJ
CJCJ
CJCJ
CJCJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ CJ
CJ CJ
CJCJ
CJ CJCJ
1
S-2.01
1
S-2.01
1
S-2.01
1
S-2.01
1
S-2.01
2
S-2.01
2
S-2.01
T.W. -0' - 9"32'-1"T.P. -1' - 0"T.W. -0' - 9"T.P. -1' - 0"
PITCH SLAB TO FLOOR DRAINS
T.P. -1' - 0"T.P. -1' - 0"T.P. -1' - 0"T.P. -1' - 0"
T.P. -1' - 0"T.W. -1' - 3"13
S-2.03
13
S-2.03
13
S-2.03
13
S-2.03
1
S-2.01
4'-0"
4'-0"
4'-0"7'-7 1/8"7'-7 1/8"7'-7 1/8"7'-0"7'-0"T.P. -1' - 0"
T.S. = -1'-3"
T.S. = -1'-3"
T.S. = -1'-0"
T.S. = -1'-0"
T.W. -0' - 9"
T.W. -0' - 9"
1
1
1 1
1
1
1
1
1
S-2.01
P5
F O U N D A T I O N P L A N N O T E S
1. TOP OF CONCRETE SLAB ELEVATION SHALL BE (+ 0' - 0") UNLESS OTHERWISE NOTED AS
(+/-) THUS FROM TOP OF CONCRETE SLAB ELEVATION (+ 0' - 0"). REFER TO
ARCHITECTURAL DRAWINGS FOR REFERENCE ELEVATIONS RELATIVE TO SITE DATUM.
3.REFER TO STRUCTURAL DRAWING S-1.01 AND S-2.00 FOR TYPICAL DETAILS AND
GENERAL NOTES.
4.REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR
QUANTITY, SIZE AND LOCATION OF ALL OPENINGS AND SLEEVES REQUIRED.
F O U N D A T I O N P L A N L E G E N D
2.INDICATES REINFORCED CONCRETE FOOTING. REFER TO SCHEDULE
ON SHEET S-2.00 FOR SIZE AND REINFORCING.
3.INDICATES REINFORCED CONCRETE PIER. REFER TO SCHEDULE ON
SHEET S-2.00 FOR SIZE AND REINFORCING.
4.SHADED REGIONS INDICATE DROP IN TOP OF FOUNDATION WALL.
REFER TO FOUNDATION PLAN FOR TOP OF WALL ELEVATIONS.
2. CONCRETE FLOOR SLAB TO BE 5" MIN. (U.O.N.) OF 3,000 PSI NORMAL WEIGHT CONCRETE
REINFORCED WITH 6x6-W2.9xW2.9 WELDED WIRE FABRIC. REFER TO STRUCTURAL
DRAWINGS FOR TYPICAL SLAB ON GRADE DETAILS. REFER TO SPECIFICATIONS FOR
UNDERSLAB SOIL PREPARATION AND VAPOR RETARDER REQUIREMENTS.
5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING UTILITIES,
WHETHER INDICATED ON THE DRAWINGS OR NOT, WHICH MAY BE AFFECTED BY THE
CONSTRUCTION PROCESS.
1. REFER TO STRUCTURAL DRAWING S-1.01 FOR COMPLETE ABBREVIATION SCHEDULE.
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/8" = 1'-0"2/26/2021 5:25:21 PMC:\Users\ENG-03\Documents\17030_s19_kbrown@girardco.com.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-1.15D
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
FOUNDATION PLAN
AREA - D
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
S-1.15D1/8" = 1'-0"
1F O U N D A T I O N P L A N - A R E A D
A B
C
D
1 03-01-21 Addendum No. 8
K
K
L
P
P
RTV
V
W
W
a2
a6
a15
b1
b4
b14
Q
b6
b8
a8
SU
U
b3
V.5
V.5
a5
a1
b2
a3
a9
S.2
a7
a11
N.4
N.4
L.9
K.8
M.9
a18
2 / S-4.00
3 / S-4.005 / S-4.004 / S-4.00
1 / S-4.0015 / S-4.001 4 / S-4.00
12 / S-4.00 10 / S-4.0011 / S -4.00
8 / S-4.009 / S-4.00
7'-0"11'-0"33'-0"23'-0 1/4"9'-2"19'-8 3/4"18'-6 3/4"1'-3"9'-4 1/2"1'-5"16'-8"5'-6"23'-7"23'-7"28'-10"6'-9 3/4"11'-10 1/4"RTU-13
RTU -10
RTU -14
MAU -1
O P E N T O
B E L O W
O P E N T O
B E L O W
1 1/2" DEEP -16 G AUGE -GALVANIZED WI DE RI B STEEL R OOF DECK
P.7
a19
BF
BF BFBF BF
BF
BF
[ 50 ]
a4
L.5
b13
b11
a17
b12
10
S-3.02
b9
W 1 6 x 3 1
W 1 6 x 3 1
W 1 6 x 3 1
W 1 6 x 3 1
W 1 6 x 3 1
W 1 6 x 3 1
W 1 6 x 3 1
W 1 6 x 3 1
W 1 6 x 3 1
W 1 6 x 3 1
W 1 8 x 3 5
W 1 8 x 3 5
W 1 8 x 3 5
W 1 6 x 3 1
W 1 6 x 3 1
W 1 6 x 3 1
W 1 6 x 3 1
W 1 6 x 3 1
W 1 6 x 3 1
W 1 6 x 3 1
W 1 6 x 3 1
W 1 8 x 4 0 W 1 6 x 2 6
W10x15W10x15W 1 8 x 4 0 W 1 8 x 3 5
W10x15W 1 8 x 4 0 W 1 6 x 2 6
W 1 8 x 3 5W 1 8 x 4 0 W 1 8 x 3 5W 1 8 x 4 0W 1 8 x 3 5 W 1 8 x 3 5 W 1 8 x 4 0W 2 1 x 5 0W 1 8 x 4 0W 2 1 x 4 8W 1 8 x 4 0W24x55W 1 4 x 2 6
W 1 2 x 1 9
W 1 2 x 1 9
W 1 2 x 1 9
W 1 2 x 1 9
W 1 2 x 1 9
W 1 2 x 1 9
W 1 2 x 1 9
W 1 2 x 1 9
W 1 2 x 1 9
W 1 2 x 1 9
W12x19
W12x19
W 1 2 x 1 9
W 1 2 x 1 9
W 1 2 x 1 9
W 1 2 x 1 9
W 1 2 x 1 9
W 1 2 x 1 9
W 1 2 x 1 9 W16x36W 1 6 x 3 6W 1 6 x 3 6W 1 6 x 3 6W16x36W 1 4 x 2 6
W 1 4 x 2 6
W 1 8 x 4 6 W 1 8 x 4 6
W14x43
W 1 6 x 4 513 / S-4.00
7 / S-4.00W 1 6 x 3 6W 1 6 x 2 6W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W12x19W10x15W10x15W10x15W10x15W 1 4 x 2 6
W 1 4 x 2 6
W 1 4 x 2 6
W 2 4 x 6 8
W10x15W10x15W10x15W 1 4 x 2 6
W 1 6 x 3 6
BF
W10x15W10x15W10x15W10x15W16x31W 1 4 x 2 6
W 1 6 x 3 6 W 1 4 x 2 6
W 1 4 x 2 6
W 1 6 x 3 1W 1 6 x 3 6W 1 6 x 3 1W 1 6 x 2 6W 2 4 x 5 5
W 1 6 x 2 6
W 1 6 x 2 6
W 1 6 x 2 6
W 1 6 x 2 6
W 1 8 x 4 0W 1 0 x 1 5W 1 0 x 1 5W 1 0 x 1 5W 1 0 x 1 5W 1 0 x 1 5W 1 0 x 1 5W 1 0 x 1 5W 1 0 x 1 5W 1 0 x 1 5W 1 0 x 1 5W 1 0 x 1 5W 1 0 x 1 5W 1 0 x 1 5W 1 0 x 1 5W 1 0 x 1 5W 2 4 x 5 5W 2 1 x 6 8
W 1 8 x 3 5
W 1 8 x 3 5
W 1 8 x 3 5
W 1 6 x 3 1W 1 6 x 3 6W 1 6 x 3 6W 1 6 x 3 6W 1 6 x 3 6W 1 6 x 3 6W 1 6 x 3 6W 1 6 x 3 6W 1 6 x 3 6W 1 6 x 3 6W 1 6 x 3 6W 1 6 x 3 6W 1 6 x 3 6W 1 6 x 3 6W 1 6 x 3 6W 1 6 x 3 6W 2 1 x 4 8
W 2 7 x 8 4
W 2 1 x 4 4
W 2 1 x 4 4
TS 1 0 x 8 x 1/2TS 1 0 x 8 x 1/2TS 1 0 x 8 x 1/2W 2 4 x 5 5
W 3 0 x 9 0
W 1 4 x 3 4
W 1 6 x 2 6W 1 6 x 7 7W 1 4 x 3 4
W 1 4 x 2 6
W 1 6 x 1 0 0W 1 2 x 1 9
W16x77W12x19
W 2 1 x 6 2 W 1 2 x 1 9
W 1 2 x 2 6
W 8 x 1 5W10x15
W 2 1 x 4 8
W 1 2 x 3 0
W 1 4 x 3 0 W 1 6 x 3 1W10x15W10x15W 1 4 x 2 6
W 1 4 x 2 6[ 26 ]W 1 4 x 3 4[ 20 ][ 24 ][ 24 ]W16x26W12x35W10x15
W 1 6 x 6 7
W10x1 5
W10x15
W10x15
W 1 2 x 2 6
W12x30 W16x45W12x26
8.00°
9'-2"19'-8 3/4"18'-6 3/4"W10x15W18x35.
...(+8'-6")
.
.
..
.
W 1 8 x 4 0W10x15 W 1 6 x 3 6BF BFBF1 1/2" DEEP - 18 GAUGE - GALVANIZED WIDE RIB STEEL ROOF DECKACOUSTIC CONCRETE FILL - 3 1/2" NORMAL
WEIGHT UNREINFORCED CONCRETE SLAB OVER
TYPICAL ROOF DECK (5" TOTAL THICKNESS).
1 1/2 " DEEP -18 GA UGE -GALVANIZED WIDE RI B STEEL R OOF DECK
KEF -1
DCUc -17
26 '-11"
24 '-0 1/4 "
25 '-8"
9 '-5 "
24'-2 1 /2"
3'-4 1 /2"W 1 0 x 1 5W 1 6 x 3 6W 1 6 x 3 6W 1 0 x 1 5..
.
.
.
.
.
.
(+7 1/2")(+1'-1 1/2").
.W 1 6 x 3 6C10x15.3 C10x15.3
C10x15 .3
C10x15.3
C10x15.3 C10x15 .3
C
10x 15.3
C10x15.3
C10x 15.3
C 10x15.3
C10x15.3C10x15.3L4x4x3/8 FRAME A T
EXHAU ST FAN, TYPICAL.W1
6
x
2
6
W16x36.C10x15.3C10x15.3C10x15.3 C10x15.3
(+8'-11")
(+8'-11")
(+8'-11")
(+8'-11")
(+8'-11")
(+8'-11")
(+8'-11")
(+8'-11")(+8'-11")
(+8'-1")
(+8'-1")
(+8'-1")
(+8'-1")
(+8'-11")
(+8'-11")
(+8'-11")
(+8'-6 3/4")
(+8'-6 3/4")
..(+8'-11")(+8'-11")
(+8'-11")
(+8'-1 1")
(+8'-11")(+8'-11")(+8 '-1 1 ")(+8'-11")(+8'-11")(+1'-5")
(+1'-5")
(+1-5")
(+1'-5")
(+7 1/2")(+1'-5")(+1'-5")
(+5'-11")
.(+1'-5")(+1'-5")(+1'-5")(+5 1/2")
W1 0x15
LOW (+2'-4")W 1 4 x 2 6.0"
B F
b5
a10
S.1
S.5
S.8
a14
V.9
T.2
U.2
b7
N.9
b10
b15
a12
3 / S-4.01
N.66 / S-4.0026 k
26 k
32 k
34 k
33 k
30 k
3
S-3.13
9
S-3.04
6
S-3.04
8
S-3.04
6
S-3.07
6
S-3.02
2
S-3.08
3
S-3.08
1
S-3.08
6
S-3.09
2
S-3.03
4
S-3.02
8
S-3.022
S-3.02
2
S-3.02
7
S-3.02
5
S-3.02
9
S-3.02
5
S-3.03
10
S-3.04
3
S-3.04
2
S-3.04
6
S-3.03
7
S-3.04
7
S-3.03
1
S-3.03
3
S-3.02
(+8'-6")
(+8'-6 3/4")
(+8'-6 3/4")
(+8'-6 3/4")
(+8'-6 3/4")(+8'-6 3/4")(+8'-6 3/4")(+8'-6 3/4")(+8'-6 3/4")(+8'-6 3/4")(+8'-6 3/4")(+8'-6 3/4")(+8'-6 3/4")(+8'-6 3/4")(+8'-11")(+8'-11")(+8'-11")(+8'-11")(+8'-11")
(+8'-11")(+8'-11")(+8 '-1 1 ")(+8'-11")W18x35 LOW.0 "
O P E N T O
B E L O W
O P E N T O
B E L O W
CLERESTORY BELOW
W12x19
W 1 4 x 2 6
W 1 4 x 2 6
W 1 4 x 2 6
W 1 4 x 2 6
W 1 4 x 2 6W 2 1 x 6 2W 1 2 x 1 9
W 1 2 x 1 9
W 1 2 x 2 2
W 8 x 1 5 W8x15W 1 8 x 5 0W 1 2 x 3 0
W 1 2 x 3 0
W 1 8 x 6 0
W 1 6 x 3 1
W 1 6 x 3 1 W16x26[ 26 ]
[ 26 ]
[ 52 ]
[ 28 ]
[ 28 ]W 2 1 x 5 7W 1 8 x 7 6W 1 8 x 4 6W10x15
W10x15
W18x50
W10x15 [ 30 ][ 16 ][ 20 ][ 20 ]W 1 2 x 3 0[ 26 ]
[ 24 ]
[ 24 ]
[ 26 ]
[ 26 ]
[ 28 ][ 20 ][ 36 ][ 24 ]
[ 22 ]
[ 22 ]
[ 24 ]
[ 52 ]
[ 33 ]
[ 28 ][ 77 ][ 20 ]
[ 22 ]
[ 22 ]
[ 40 ]
[ 18 ]
[ 34 ]
[ 26 ]
[ 26 ][ 38 ]W 1 8 x 5 0 [ 26 ]
W10x15
W14x30
W10x15
W10x15
W10x15
W10x15
W10x15
W10x15
CANTIL.W 1 2 x 2 6W12x26W 1 2 x 3 5W12x35O P E N T O
B E L O W
O P E N T O
B E L O W
O P E N T O
B E L O W
RD
RD
RD
RD
R D
R D (+1'-1 1/2")(+1'-5")(+1'-5")(+1'-5")(+1'-5")(+1'-5")(+1'-5")(+1'-5")(+1'-5")(+1'-5")(+1'-5")
(+1'-5")(+1'-5")(+1'-5")(+1'-5")3 1/2" NORMAL WEIGHT CONCRETE SLAB OVER 1 1/2" DEEP -18 GAUGE -GALVANIZED COMPOSITE STEEL FLOOR DECK REINFORCED WITH 6x6-W2.9xW2.9 WELDED WIRE FABRIC.3 1/2" NORMAL WEIGHT CONCRETE SLAB OVER 1 1/2" DEEP -18 GAUGE - GALVANIZED COMPOSITE STEEL FLOOR DECK REINFORCED WITH 6x6-W2.9xW2.9 WELDED WIRE FABRIC.1 1/2" DEEP - 18 GAUGE - GALVANIZED WIDE RIB STEEL ROOF DECKW10
x15
W10
x1514'-1"5'-11"13'-5 1/2"8'-1"20'-0"23'-3 1/4"6'-8"17'-3"4'-11 1/4"6'-9 3/4"7'-0"8'-9 1/4"4'-8 1/2"11'-4 1/2"S-1.31A
S -1.32B
S -1 .2 1 A
S -1 .2 2 B
.
C 10x15.3
C10x15.3
EF -16
EF -15
L6x4x3/8 L6x4x3/8 L6x4x3/8
L6x4x3/8
L6x4x3/8
L6x4x3/8
REMOTE CO NDENSI NG UN ITS, RE FER
TO FOOD SERVI CE DRAW INGS.
32'-10"
9'-8 1/4"
43'-6"
2 7'-7"
20'-10 9/16 "
24'-4"
21'-9 1/2"
1 5'-5 3 /4"
19'-0"7'-10 1/4"15'-6 1/4"10'-0" 10'-0"
8
S-3.13
b15.4
b12.9
U.1
T.3
ROO F BELO W
2 1/2"6'-7 1/4"10 3/4"W 8 x 1 5
W 8 x 1 5
W 8 x 1 5
W 8 x 1 5 W 1 6 x 4 5W 8 x 1 5
W 8 x 1 5
W 8 x 1 5
( +0" )( +0" )
( +0" )W 1 6 x 4 5( +0" )( +0" )( +0" )W 1 6 x 3 6
( +0" )( +1'-5" )( +1'-5" )
( +1'-5" )
( +1'-5" )( +1'-5" )3 1/2" NORMAL WEIGHT CONCRETE SLAB OVER 1 1/2" DEEP -
18 GAUGE - GALVANIZED COMPOSITE STEEL FLOOR DECK
REINFORCED WITH 6x6-W2.9xW2.9 WELDED WIRE FABRIC.
b15.5
b12.3
a13
T.8
T.8 6'-9 3/4"10'-4 1/2"8'-1 1/4"W 1 2 x 1 92'-9"C8x11.5C8x11.5O D
OD
1
1
OD 1
OD 1
RD
OD 1
L6x4x3/8
L6x4x3/8
OD
L6x4x3/8
L6x4x3/8
1
1 OD
1
EF -141
RD
OD
SLOPE
SLOPE
SLOPE
SLOPE
DCUc - 16 DCUc - 1
L4(V) x 3 x 5/16 FRAME AT ROOF
DRAINS (RD) AND OVERFLOW DRAINS
(OD), REFER TO TYPICAL DETAIL.
1
L4(V) x 3 x 5 /16 FRAME A T ROOF
D RAI NS (RD) AN D OVER FLO W DRAINS
(OD), REFER TO TYPICAL DETAIL.
L6x4x3/8
EXTERIOR SUN CONTROL
DEVICE, REFER TO
ARCHITECTURAL DRAWINGS.
7'-6"12'-2 3/4"11'-0"7'-6 3/4"10'-0"10'-0"10'-9 1/4"10'-9 1/4"10'-0"10'-0"9'-11 3/4"9'-11 3/4"9'-11 3/4"8'-7 1/2"8'-7 1/2"10'-0"10'-6"7'-0 1/4"1
S-3.02
1
1 HSS6x4x1/2POST DOWNHSS6x4x1/2POST DOWNHSS6x4x1/2POST DOWNHSS6x4x1/2POST DOWNHSS6x4x1/2POST DOWNHSS6x4x1/2POST DOWNHSS6x4x1/2POST DOWNHSS6x4x1/2POST DOWNHSS6x4x1/2POST DOWNHSS6x4x1/2POST DOWN1 11
1
1
1
1
1
1
1
1
WITH MC 10x41.1 AT
TOP AND BOTTOM FLANGE
(+5'-11").(0")
.WITH MC 9x23.9 AT TOP
AND BOTTOM FLANGE (+8'-6 3/4")HS
S
8
x
4
x
3
/
8
P
OS
THS
S
8
x
4
x
3
/
8
P
OS
T
1'-9"20'-6"10'-9"
CL CL
WITH MC 9x23.9 AT TOP
AND BOTTOM FLANGE (+8'-6 3/4")
.
W 1 4 x 2 6 WITH MC 9x23.9 AT TOP
AND BOTTOM FLANGE (-1'-11")
1
9
S-3.03
9'-7"
1
9
S-3.03
1
COLUMNS S-A5 and T-A51" OFFSET EAST FOR PROSCENIUMW 2 4 x 5 5
1
( +9'-5" )( +9'-5" )
RETRACTABLE DOOR HEAD GUIDE ANGLE SUPPORT
5'-0"3'-0"5'-0"3'-0"1
1
1
L3 x 3 L3 x 3
W18x35
T.1
44'-0"
21'-0 1/4"46'-0"
2'-0"
1
1
1
1
1'-0"1'-0"
1
1
PROSCENIUM OPENING
1
1
9
S-3.05
C
1
0
x
1
5
.
3
+
P
L
AT
E
C
1
0
x
1
5
.
3
+
P
L
A
T
E W 8 x 1 5 + PL.
1
NOTE:
STEEL ROOF DECK, BEAMS,
AN D TRU SSES SOUTH OF LINE
K TO BE SPRAY FIREPROOF ED
FOR 1-HR R A T ING.
NOTE:
STEEL ROOF DE CK, BEAM S,
AND TRU SSES NO RTH OF LINE
K SH A LL HAVE 0-HR R ATING
(NO FIRE PROOFING).
L5(V) x 3 1/2 x 5/16 SAFETY RAI L POST SUPPOR T
TYPIC A L. CO ORDINA T E WITH RAIL PO ST LOCATIONS.
1
1L5L5
F R A M I N G P L A N N O T E S
1. BOTTOM OF ROOF OR FLOOR DECK ELEVATION SHALL BE (+ 12' - 11") FROM TOP OF SLAB
ON GRADE ELEVATION (+ 0' - 0") UNLESS OTHERWISE NOTED AS (+/-) THUS FROM TOP OF
STEEL ELEVATION (+ 12' - 11"). REFER TO ARCHITECTURAL DRAWINGS FOR REFERENCE
ELEVATIONS WITH RESPECT TO SITE DATUM.
3.ALL BEAMS ARE EVENLY SPACED BETWEEN COLUMN CENTERLINES OR DIMENSIONED STEEL
BEAMS UNLESS DIMENSIONED OTHERWISE.
4.
REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR
QUANTITY, SIZE AND LOCATION OF ALL OPENINGS AND SLEEVES REQUIRED.
5.
REFER TO STRUCTURAL DRAWING S-1.00 FOR GENERAL STRUCTURAL NOTES, PROJECT
DESIGN DATA, AND TYPICAL ABBREVIATION SCHEDULE AND FRAMING LEGENDS.
REFER TO STRUCTURAL DRAWING S-3.00 AND S-3.01 FOR TYPICAL FRAMING DETAILS.
6.
2.TOP OF CONCRETE SLAB ELEVATION SHALL BE (+ 0' - 5") FROM TOP OF STEEL ELEVATION
(+ 12' - 11") UNLESS OTHERWISE NOTED AT (+/-) THUS FROM TOP OF CONCRETE SLAB
ELEVATION (+ 13' - 4"). REFER TO ARCHITECTURAL DRAWINGS FOR REFERENCE ELEVATIONS.
THE FABRICATOR SHALL PROVIDE CONNECTIONS DESIGNED FOR THE BEAM END SHEAR
LOADS INDICATED ON THE FRAMING PLAN.
THE DESIGN LOADS INDICATED ARE BASED ON THE GOVERNING LOAD PRODUCED BY
THE LOAD COMBINATIONS USING STRENGH DESIGN OR LOAD AND RESISTANCE
FACTOR DESIGN PROVIDED WITHIN SECTION 1605.2 OF THE 2015 INTERNATIONAL
BUILDING CODE.
a.
7.
ALL BEAM END CONNECTIONS SHALL BE DESIGNED FOR A MINIMUM FACTORED
CAPACITY øRn OF 25.0 kips UNLESS NOTED OTHERWISE ON THE FRAMING PLAN.
b.
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/8" = 1'-0"2/26/2021 5:25:21 PMC:\Users\ENG-03\Documents\17030_s19_kbrown@girardco.com.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-1.21A
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
LOW ROOF FRAMING
PLAN AREA - A
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
S-1.21A1/8" = 1'-0"
1LOW ROOF FRAMING PLAN - AREA A
A B
C
D
1 03-01-21 Addendum No. 8
1
H
H
c5
c7
c9
c11
c13
c15
c17
c19
J
K K
L L
N
P
P.6
b14
b18 b20
b22
b25
b25
b33
b33
b24
b24
Q
P.9
a32
M
b19 b21
b21
H.1
H.1
b16
H.8
H.5
5 / S-4.02
6 / S-4.02
J.7
N.7
W 1 8 x 3 5W 1 8 x 3 5W 1 8 x 3 5
1 2 K 3
1 2 K 3
1 2 K 3
W 1 8 x 3 5 W 1 8 x 3 5W 1 6 x 3 6W 1 8 x 3 5 W 1 8 x 3 51 8 K 3
1 8 K 3
1 8 K 3
18 K 7
18 K 7
W 1 8 x 3 51 8 K 3
18 K 7
18 K 7
W 1 8 x 3 5
W 1 8 x 3 5
1 2 K 3
1 2 K 3
1 2 K 3
W 1 6 x 3 6W 1 6 x 3 6BF24 / S-4.01
2 / S-4.011 8 K 3
1 2 K 3
1 2 K 3
1 8 K 5 1 8 K 5
RD
N.4 W 1 6 x 3 6 W 1 6 x 3 6
a29
a1812 / S-4.00M.5
P.7
N.3
a19
P.8
a24
a27
a30
6'-1 1/2"19'-0 1/4"25'-1 1/2"25'-1 1/2"25'-1 1/2"
2'-0"
10'-2"
30 '-8"
12'-0"
3 0'-8"
30'-8"
30'-8"
30'-8"
12 '-0"
W 1 4 x 2 2
W 1 6 x 3 1
W 1 4 x 2 2
W 1 4 x 2 2
W 1 4 x 2 2
W 1 0 x 1 5
W 1 2 x 1 9W 1 2 x 1 9W 2 4 x 5 5
W 1 4 x 2 2
W 1 4 x 2 2
W 1 4 x 2 2
W 1 4 x 2 2
W 1 4 x 2 2
W 2 4 x 5 5
W 1 4 x 2 2
W 1 4 x 2 2
W 1 4 x 2 2
W 1 4 x 2 2
W 1 4 x 2 2
W 1 8 x 4 0W 2 1 x 6 2W 2 1 x 1 3 2W 1 6 x 3 1W 2 1 x 5 7W 2 1 x 7 3W 2 1 x 5 0W 1 6 x 2 6W 1 6 x 2 6W 1 8 x 6 0W 1 6 x 2 6W 1 6 x 2 6W 1 8 x 6 0W 1 6 x 3 1W 1 6 x 3 1W 1 8 x 4 0W 1 8 x 7 6W 1 8 x 4 0W 1 6 x 3 1W 1 6 x 3 1W 1 8 x 6 0W 1 2 x 3 0W 1 2 x 3 0W 1 8 x 4 0W 1 8 x 4 0W 2 1 x 5 7W 2 1 x 5 7
W 1 6 x 3 1
W 2 1 x 4 8W 1 8 x 5 0W 1 8 x 5 0W 1 8 x 8 6W 1 8 x 7 6W 1 4 x 3 4
W10x15W10x15W10x15W10x15W10x15W10x15W10x15W10x15W10x15W10x15W10x15W 1 8 x 4 6W 1 8 x 4 6W 1 8 x 4 6W 1 8 x 4 6
W 1 8 x 5 0
W 1 8 x 3 5
W 1 8 x 5 0
W 1 4 x 2 6W 1 4 x 2 6W 1 4 x 2 6W 1 4 x 2 6W 1 4 x 2 6W 1 4 x 2 6W 1 4 x 2 6W 1 4 x 2 6W 1 4 x 2 6W 1 4 x 2 6W 1 4 x 2 6W 1 4 x 2 6W 1 4 x 2 6W 1 4 x 2 6W 1 4 x 2 6W 1 6 x 3 1W 2 1 x 6 8
W 2 1 x 4 4
W 2 1 x 6 2
W 2 1 x 8 3W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 2 6W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W18x35
W 1 2 x 2 6W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 2 2W10x15W10x15W10x15W14x30W10x15W10x15W14x30W10x15W10x15W10x15W10x15W14x30W10x15W10x15W10x15W14x30W10x15W10x15W10x15W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
CANTIL.W 1 2 x 3 5
W14x34W 1 4 x 3 8W 1 0 x 1 5W 1 0 x 1 5W 1 0 x 1 5W 2 1 x 8 3
W 1 6 x 4 5W 1 8 x 3 5
W 1 6 x 7 7W 1 2 x 1 9W 1 6 x 6 7W 1 6 x 1 0 0W 1 4 x 2 6W 1 6 x 7 7 W 1 4 x 3 0W 2 1 x 6 2O P E N T O
B E L O W
W 1 0 x 1 5
W 1 0 x 1 5
W 1 0 x 1 5
W 1 4 x 2 6
W 1 0 x 1 5
W 1 4 x 2 6
W 1 4 x 2 6W 1 4 x 2 6W 1 4 x 2 6W 1 4 x 2 6W 1 0 x 1 5
W 1 0 x 1 5
W 1 4 x 2 6
W 1 0 x 1 5
W 1 0 x 1 5
W 1 0 x 1 5
W 1 4 x 2 6
W 1 0 x 1 5
W 1 0 x 1 5
W 1 4 x 2 6
W 1 4 x 2 6W 1 4 x 2 6W 1 4 x 2 6W 1 4 x 2 6W 1 4 x 2 6W 1 4 x 2 6S-1.23C
S-1.22B
S -1.23C
S -1.22B
S-1.23C
S-1.22B
S-1.23C
S-1.22B
EXPANSION JOIN T
[ 28 ][ 28 ][ 28 ][ 28 ][ 44 ][ 28 ][ 28 ][ 38 ][ 60 ][ 38 ][ 28 ][ 52 ][ 28 ][ 26 ][ 26 ][ 44 ]c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"[ 44 ][ 16 ][ 16 ][ 16 ][ 30 ][ 24 ]
[ 24 ]
[ 24 ]
[ 24 ]
[ 24 ]
[ 24 ]
[ 24 ]
[ 24 ]
[ 24 ]
[ 24 ]
[ 24 ]
[ 24 ]
[ 24 ]
[ 24 ][ 38 ][ 24 ][ 39 ][ 24 ][ 26 ][ 26 ][ 28 ][ 28 ][ 28 ][ 28 ][ 28 ][ 28 ][ 28 ][ 28 ][ 24 ][ 26 ][ 26 ][ 44 ][ 24 ][ 67 ]
[ 21 ]
[ 77 ][ 22 ][ 20 ][ 20 ][ 24 ][ 18 ][ 18 ][ 18 ][ 18 ][ 18 ][ 20 ][ 20 ][ 22 ][ 22 ][ 26 ][ 40 ][ 18 ][ 36 ]
[ 20 ][ 50 ]BF3 1/2" NORMAL WEIGHT CONCRETE SLAB OVER 1 1/2" DEEP - 18 GAUGE - GALVANIZED
COMPOSITE STEEL FLOOR DECK REINFORCED WITH 6x6-W2.9xW2.9 WELDED WIRE FABRIC.
3 1/2" NORMAL WEIGHT CONCRETE SLAB OVER 1 1/2" DEEP -18 GAUGE -GALVANIZED
COMPOSITE STEEL FLOOR DECK REINFORCED WITH 6x6-W2.9xW2.9 WELDED WIRE FABRIC.3 1/2" NORMAL WEIGHT CONCRETE SLAB OVER 1 1/2" DEEP - 18 GAUGE - GALVANIZED COMPOSITE STEEL FLOOR DECK REINFORCED WITH 6x6-W2.9xW2.9 WELDED WIRE FABRIC.1 1/2" DEEP -18 GAUGE -GALVANIZED WIDE RIB STEEL ROOF DECK
7'-10 1/4"
15'-6 1/4"
14'-5 1/2"
8'-3 1/2"
15'-0"3'-5 1/2"5'-7 1/2"
22'-9"
11'-4 1/2"2'-6"5.27°BFBFL.5
S-6.00
1
b30
b30
b29
b29
b28
b28
b13b11
K.1
23 / S-4.01b32
b32
RD
a17
1 8 K 3
W 1 8 x 3 5
W 1 8 x 3 5 W18x35b12
b17
5
S-3.08
a22
a26
N.5
3
S-3.07
a25 CANTIL.CANTIL.CANTIL.W10x15CANTIL.8.00°6'-1 1/2"19'-0 1/4"25'-1 1/2"25'-1 1/2"16'-9 1/2"1'-8"6'-8"
2'-0"
3'-11 1/4"20'-11 1/4"BFW 1 4 x 2 616 K 216 K SP-0216 K SP-0216 K SP-02W 1 4 x 2 616 K SP-0216 K SP-0216 K SP-0216 K SP-021 8 KCS 3W14x261 8 KCS 31 8 KCS 31 8 KCS 316 K SP-0216 K SP-02W 1 4 x 2 616 K SP-0216 K SP-0216 K SP-0216 K SP-0216 K SP-02W 1 4 x 2 6L6x4x3/8 L6x4x3/8 L6x4x3/8 L6x4x3/8
L6x4x3/8 L6x4x3/8 L6x4x3/8 L6x4x3/8
14'-8 1/2"20'-9 1/2"19'-0"28'-4"28'-4"21'-8"10'-7 1/2"W10x15W 1 2 x 3 0
W 1 2 x 1 9W10x15W 1 2 x 3 5
W 1 6 x 2 6
W 8 x 1 5W 1 0 x 1 5
W 1 2 x 2 6W 2 4 x 5 5W 3 0 x 9 0W 1 4 x 3 4W 1 4 x 3 4W 1 4 x 2 6W 1 4 x 2 6W 1 6 x 2 624'-2 1/2"4'-5 1/2"9'-4"10'-0"10'-0"32'-10"9'-8 1/4"43'-6"24'-2 1/2"3'-4 1/2"20'-10 9/16"24'-4"10'-9 1/2"W 1 4 x 2 6[ 24 ][ 33 ][ 12 ][ 26 ][ 26 ]W 1 2 x 1 9W12x26W 1 2 x 2 6W 1 2 x 1 9W 1 4 x 2 6[ 24 ]W 1 8 x 3 5
W 1 8 x 5 0
W 1 8 x 5 0
[ 27 ]
S-1.22B
S-1.21A
S-1.22B
S-1.21A
W 1 2 x 2 6
W 1 2 x 2 6
W 1 2 x 2 6
W 1 2 x 2 6
W12x26 W10x15W 1 2 x 3 0W 1 2 x 2 6W10x15W10x15W10x15W10x15W10x15W10x15W10x15W10x15W10x15W10x15W10x15W10x15W10x15W10x15W10x15W10x15W10x15W10x15W10x15W 1 4 x 1 3 2W 1 0 x 1 5W 1 0 x 1 5W 1 0 x 1 5W 1 0 x 1 5CANTIL.W 1 0 x 1 5W 1 0 x 1 5W 1 2 x 2 6
W 1 2 x 3 5 W 1 2 x 4 0CANTIL.W 1 0 x 1 5W 1 0 x 1 5W10x15O P E N T O
B E L O W
1 / S-4.01
4 / S-4.01
13 / S-4.0120 / S-4.015 / S-4.0118 / S-4.016 / S-4.0117 / S-4.01W 1 8 x 5 0
W 1 8 x 5 0
W 1 8 x 7 6
W 1 8 x 5 0
W 1 8 x 5 0
W 1 2 x 3 5
W 1 4 x 2 2
[ 24 ]
22 / S-4.01W 1 2 x 1 9[ 18 ]W 1 4 x 2 6[ 28 ]W 1 4 x 2 6[ 28 ]W16x26
W 1 2 x 2 6W18x50W18x50W18x50W18x50W 8 x 1 5S.1
S.5
N.9
b15
a20 a21
J.3
1
S-3.07
a31
M.3
L.6
b26
b27 b31
b23
b233 / S-4.01BF4
S-3.08
P.2
P.1
P.4
J.6
N.6
C O L . U P
[ 24 ]COL. UP7 / S-4.01
8 / S-4.01
15 / S-4.01
16 / S-4.01
14 / S-4.01
12 / S-4.01
11 / S-4.01
19 / S-4.01
21 / S-4.01
10 / S-4.0110 / S-4.0110 / S-4.019 / S-4.019 / S-4.012
S-3.07 HSS 5 x 5 x 3/8 POSTHSS 5 x 5 x 3/8 POSTW8x18
W8x18+ PL.+ PL.+ PL.+ PL.W 8 x 1 8W8x18
6
S-3.05
+ PL.W 1 6 x 3 1 + PL.HSS 7 x 4 x 3/8HSS 7 x 4 x 3/8 HSS 7 x 4 x 3/8
W 1 6 x 3 1EXPANSION JOINTEXPANSION JOINT
EXPANS ION JOIN T
1
S-3.05W 1 2 x 3 0[ 26 ]c = 3/4"[ 24 ][ 22 ][ 22 ][ 52 ][ 28 ][ 26 ][ 18 ][ 20 ][ 22 ][ 34 ]W8x15
O P E N T O
B E L O W
1
S-3.13
1 8 K 3
56 k
63 k
36 k
66 k
55 k
70 k
38 k
69 k
47 k
30 k
34 k
55 k
34 k
46 k
33 k
48 k
31 k
40 k
44 k49 k47 k
43 k
31 k
31 k
37 k 27 k42 k30 k53 k27 k 46 k40 k48 k
52 k32 k 32 k 38 k 47 k 42 k52 k
29 k 28 k 43 k34 k 38 k49 k
27 k46 k31 k55 k26 k34 k34 k38 k38 k27 k27 k29 k33 k46 k27 k28 k3
S-3.05
7
S-3.05
5
S-3.06
7
S-3.06
6
S-3.06
1
S-3.06
4
S-3.06
2
S-3.06
3
S-3.06
2
S-3.05 7
S-3.05
5
S-3.04
1
S-3.04
5
S-3.04
1
S-3.04
1
S-3.09
2
S-3.09
4
S-3.13
5
S-3.13
2
S-3.13
3
S-3.13
5
S-3.09
1
S-3.09
2
S-3.09
2
S-3.09
2
S-3.09
9
S-3.04
6
S-3.04
8
S-3.04
5
S-3.08
6
S-3.07
6
S-3.02
2
S-3.08
1
S-3.08
6
S-3.09
11
S-3.04 3 1/2" DEEP - 18 GAUGE - GALVANIZED ACOUSTICAL DOVETAIL ROOF DECKRTU - 5 11'-6"10'-10 1/4"9'-6 1/4"1'-3"40'-6"11'-5"8'-7 3/4"8'-8 1/4"17'-4"25'-11"8'-10 9/16"1'-0"8'-2 5/16"4'-8 5/8"8.00°4'-6"2'-6"8.00°4'-9"
8.00°
8.00°8.00°2.73°9'-6"1'-3"8'-8"3"3"W 1 4 x 2 6W 1 4 x 2 6 W 1 4 x 2 6 W 1 4 x 2 6
W 1 4 x 2 6 W 1 4 x 2 6W 1 4 x 2 6W 1 4 x 2 6
BP
CONNECT W8 LINTEL
TO STEEL COLUMN.
C O L . U P
SPRAY APPLIED FIREPROOFING AT UNDERSIDE OF
STEEL FLOOR DECK TO PROVIDE 1-HOUR RATING.
ELEVATOR
SHAFT
TOILET
B209
TOILET
B210
1" SLAB DEPRESSION AT ROOMS B209 AND
B210 FOR FLOOR FINISH. COORDINATE
WITH ARCHITECTURAL DRAWINGS.L6 x 4 x 3/8.
8'-7"
9'-5 1/2"
9'-5 1/2"
9'-5 1/2"
13'-4 1/2"
13'-4 1/2"
9'-5 1/2"
9'-5 1/2"
9'-5 1/2"
9'-5 1/2"POST UPHSS 6x4x3/8POST UPHSS 6x4x3/8POST UPHSS 6x4x3/8BFC O L. U P
POST UPHSS 6x4x3/8POST UPHSS 6x4x3/8POST UPHSS 6x4x3/84
S-3.10
C O L. U P
2"COL. UPBFW12x19CONTINUOUSL3x3x3/8C
OL. UP
15
S-2.03
2"
2"
6" Ø BEAM
PENETRATION
157"33"
MISC. STEEL STAIR FRAMING (05 0001)
6" Ø BEAM
PENETRATION
HL-B121
HL-B100
b15.5
6'-0"11"
CONCRETE HOUSKEEPING PADS,
REFER TO TYPICAL DETAIL.1'-8"5'-5"5'-5"5'-5"5'-0"8'-5"3'-4"4'-0"
3'-4"
3'-8"2'-6"1'-10"3'-6"1'-10"W8x13
W8x13 W8x13W8x18
W8x18
W8x18
W8x18W8x18
W8x18
W8x18W8x13
W8x13
W8x13
W8x18 W8x18W8x18 W8x18W8x18W 8W 8W8x13W8x13
W8x13
W8x13.
W 8 x 1 3
W 8 x 1 3 W 8 x 1 3
W 8 x 1 3
1 1/2" DEEP - 18 GAUGE - GALVANIZED WIDE RIB STEEL DECK
(+1")(+1")(+1")(+1")(+1")(+1")(+1")(+1")(+1")(+1")
1
1
1
1
1
111
1
1
L4(V) x 3 x 5/16 FRAME AT ROOF DRAINS (RD) AND
OVERFLOW DRAINS (OD), REFER TO TYPICAL DETAIL.
1
RD
OD
RD
OD
RD OD
RD
OD
EF - 11
OD
1
1
1
1
DCUc - 1
L4
L4
L4(V) x 3 x 5/16 TYPICAL
L4
L4
1
1111111111
111
1
W 1 8 x 3 5BEAM BRACKETOD
L5(V) x 3 1/2 x 5/16 SAFETY RAIL POST SUPPORT
TYPICAL. COORDINATE WITH RAIL POST LOCATIONS.
1
1
C 8 x1 1 .534.00°4'-0"
1 45.00°4'-4"C8x11.51
L4x4x1/4
FRAME.
OPENING
2'-10"4'-8"
1
1
1
1
3.00°7'-6 9/16"1
L3x3x1/4 DIAG. BRACE
AT 72" o.c. (05 1200)
L3
L3 L3L3L3L3CANTIL.
W8x15
W8x18W8x159'-6"4'-10"6'-4"
OPENING
1
C
OL. UP L4x4x1/4 FRAME.OPENING
1
1
1
1
1
1
NOTE:
STEEL ROOF DECK, BEAMS,
AND TRUSSES SOUTH OF LINE
K TO BE SPRAY FIREPROOFED
FOR 1-HR RATING.
NOTE:
STEEL ROOF DECK, BEAMS,
AND TRUSSES NORTH OF
LINE K SHALL HAVE 0-HR
RATING (NO FIRE PROOFING).
NOTE:
STEEL ROOF DECK, BEAMS, AND TRUSSES
WEST OF EXPANSION JOINT/FIREWALL
ALONG LINES b24, P.2, AND b26 TO BE
SPRAY FIREPROOFED FOR 1-HR RATING.
NOTE:
STEEL ROOF DECK, BEAMS, AND
TRUSSES NORTH OF LINE K SHALL HAVE
0-HR RATING (NO FIRE PROOFING).
1
L5
L5
L5L5L5L5L5L5L5
L5
L5 L5
F R A M I N G P L A N N O T E S
1.
3.ALL BEAMS ARE EVENLY SPACED BETWEEN COLUMN CENTERLINES OR DIMENSIONED STEEL
BEAMS UNLESS DIMENSIONED OTHERWISE.
4.
REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR
QUANTITY, SIZE AND LOCATION OF ALL OPENINGS AND SLEEVES REQUIRED.
2.
5.
REFER TO STRUCTURAL DRAWING S-1.00 FOR GENERAL STRUCTURAL NOTES, PROJECT
DESIGN DATA, AND TYPICAL ABBREVIATION SCHEDULE AND FRAMING LEGENDS.
REFER TO STRUCTURAL DRAWING S-3.00 AND S-3.01 FOR TYPICAL FRAMING DETAILS.
6.
THE FABRICATOR SHALL PROVIDE CONNECTIONS DESIGNED FOR THE BEAM END SHEAR
LOADS INDICATED ON THE FRAMING PLAN.
THE DESIGN LOADS INDICATED ARE BASED ON THE GOVERNING LOAD PRODUCED BY
THE LOAD COMBINATIONS USING STRENGH DESIGN OR LOAD AND RESISTANCE
FACTOR DESIGN PROVIDED WITHIN SECTION 1605.2 OF THE 2015 INTERNATIONAL
BUILDING CODE.
a.
7.
ALL BEAM END CONNECTIONS SHALL BE DESIGNED FOR A MINIMUM FACTORED
CAPACITY øRn OF 25.0 kips UNLESS NOTED OTHERWISE ON THE FRAMING PLAN.
b.
BOTTOM OF ROOF OR FLOOR DECK ELEVATION SHALL BE (+ 12' - 11") FROM TOP OF SLAB
ON GRADE ELEVATION (+ 0' - 0") UNLESS OTHERWISE NOTED AS (+/-) THUS FROM TOP OF
STEEL ELEVATION (+ 12' - 11"). REFER TO ARCHITECTURAL DRAWINGS FOR REFERENCE
ELEVATIONS WITH RESPECT TO SITE DATUM.
TOP OF CONCRETE SLAB ELEVATION SHALL BE (+ 0' - 5") FROM TOP OF STEEL ELEVATION
(+ 12' - 11") UNLESS OTHERWISE NOTED AT (+/-) THUS FROM TOP OF CONCRETE SLAB
ELEVATION (+ 13' - 4"). REFER TO ARCHITECTURAL DRAWINGS FOR REFERENCE ELEVATIONS.
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
J J.6
DEAD LOAD
165 PLF
FIRE WALL
SNOW DRIFT SURCHARGE
303 PLF
BALANCED SNOW LOAD
110 PLF
EXTERIOR WLL FINISH
15'-7"
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/26/2021 5:25:22 PMC:\Users\ENG-03\Documents\17030_s19_kbrown@girardco.com.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-1.22B
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
SECOND FLOOR
FRAMING PLAN AREA -
B
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
S-1.22B1/8" = 1'-0"
1LOW ROOF FRAMING PLAN - AREA B
A B
C
D
1 03-01-21 Addendum No. 8
S-1.22B1/4" = 1'-0"
216 K SP-02 JOIST LOADING DIAGRAM
1
1
d5
d10
d14
d16
d18
D
D
E E
F F
G G
H H
c1
c2
c3
c4
c5
c6
c7
c8 c9
c9 c11
c12
c13
c14
c15
c16
c17
c18
c19
c20
c21
c22
b22
b24
II
JJ
D.1
D.1
D.5
D.7
C115
C116
D.3
H.1 H.1
b16
d20
6 / S-4.03
F.5
30'-0"
2 6'-8 1/4"
15'-11 3/4"
30'-8"
32'-1"
29'-3"
12'-0"
29'-0 5/16"
9
2.7
3°86.86°9
3.1
4°
F.4
30'-8 3/4"30'-8"12'-0"30'-8"30'-8"30'-8"30'-8"12'-0"30'-8"30'-8 3/4"
10'-2"30'-8 3/4"9'-11 3/4"12'-8 1/4"30'-8 3/4"2'-6"30'-8 3/4"12'-8"10'-0"30'-8 3/4"2'-6"3.14°
30'-8 3/4"30'-8"12'-0"30'-8"30'-8"36'-8"24'-8"12'-0"30'-8"30'-8 3/4"2.73°87.27°9 / S-4.0217 / S-4.028 / S-4.024 / S-4.0210 / S-4.0216 / S-4.021 / S-4.02 2 / S-4.02 3 / S-4.02
5 / S-4.026 / S-4.02
1 1 / S-4.02
12 / S-4.02
13 / S-4.02
W 1 6 x 3 6 [ 32 ]
W 1 6 x 3 1
W 1 6 x 3 1
W 1 6 x 5 0
[ 22 ]
[ 14 ]
[ 14 ]
W 1 6 x 3 1
W 1 6 x 3 1
[ 14 ]
[ 14 ]W 1 8 x 3 5W 1 8 x 3 5W 1 8 x 3 5W 1 8 x 3 5[ 21 ][ 21 ][ 19 ][ 22 ]W 2 1 x 4 4
W 2 1 x 4 4
W 2 1 x 4 4
W 2 4 x 5 5
W 2 1 x 4 8
W 2 1 x 4 4
W 2 1 x 4 4
W1 8x35
[ 34 ]
[ 18 ]
[ 10 ]
[ 52 ]
[ 36 ]
[ 18 ]
[ 8 ]
[ 34 ]W16x26W16x26W16x26W16x26W16x26W16x26W16x26W16x26W16x26W16x26W16x26W16x26W16x26W16x26W16x26W16x26W16x26W16x26W16x26W16x26W16x26W16x26W16x26[ 24 ][ 26 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ]W 1 6 x 3 6
W 1 6 x 3 1
W 1 6 x 3 1
W 1 6 x 4 5
W 1 6 x 3 1
W 1 6 x 3 1
W 1 6 x 3 6
[ 14 ]
[ 14 ]
[ 14 ]
[ 14 ]
[ 17 ]
[ 20 ]
[ 16 ]W 1 8 x 3 5W 1 8 x 3 5W 1 8 x 3 5W 1 8 x 3 5[ 21 ][ 20 ][ 18 ][ 20 ]W 1 2 x 1 9W 1 4 x 2 6[ 10 ][ 10 ]W 1 8 x 3 5[ 12 ]W 2 1 x 5 0 W 2 1 x 5 0
W 2 1 x 4 4 W 2 1 x 5 0
W 2 1 x 5 7 W 2 1 x 5 7 W 2 1 x 5 0
W 2 1 x 4 4
W 2 1 x 5 0 W 2 1 x 5 0 [ 34 ][ 36 ][ 12 ][ 37 ][ 36 ][ 47 ][ 24 ][ 14 ][ 36 ][ 36 ]W 1 8 x 3 5W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6[ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 30 ]c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"W 1 6 x 2 6[ 24 ]BFBFW 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 8 x 3 5[ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 30 ]c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"W 2 4 x 5 5 W 2 4 x 6 2 W 1 8 x 3 5 W 2 1 x 4 4 W 3 0 x 9 0 W 2 4 x 6 2 W 2 4 x 6 2 W 1 8 x 3 5 W 2 4 x 6 2 W 2 4 x 5 5
[ 49 ][ 54 ][ 14 ][ 28 ][ 86 ][ 54 ][ 54 ][ 14 ] [ 54 ]
[ 34 ]W 1 0 x 1 5W 1 2 x 3 5W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W10x15
W10x15
W10x15
W8x15 W8x15W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 3 5W 1 0 x 1 5[ 8 ][ 17 ][ 10 ][ 10 ][ 10 ][ 10 ][ 10 ][ 10 ][ 10 ][ 10 ][ 10 ][ 10 ][ 10 ][ 20 ][ 16 ][ 16 ][ 16 ][ 10 ][ 10 ][ 26 ][ 26 ][ 10 ][ 10 ][ 26 ][ 26 ][ 10 ][ 10 ][ 10 ][ 10 ][ 26 ][ 26 ][ 10 ][ 10 ][ 10 ][ 8 ]W12x35
W 1 2 x 2 6W 1 8 x 3 5W 1 0 x 1 5
W 1 0 x 1 5 W 1 0 x 1 5
W 1 0 x 1 5
W 8 x 1 0W 8 x 1 0W18x35W 1 2 x 2 6
W12x35
W 2 4 x 5 5
[ 56 ]
W 2 4 x 6 2W 1 8 x 3 5W 2 4 x 6 2W 2 4 x 6 2W 2 4 x 6 2W 2 4 x 6 2W 1 8 x 3 5W 2 4 x 6 2
W 2 4 x 5 5 [ 54 ][ 12 ][ 54 ][ 54 ][ 50 ][ 54 ][ 22 ][ 54 ][ 34 ]BFBFBFBFW 1 8 x 3 5[ 30 ]W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 8 x 3 5[ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 30 ]c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"W 2 1 x 5 0 [ 42 ]W 2 1 x 5 0 [ 36 ]W 2 1 x 4 4W 2 1 x 4 4W 2 1 x 5 0W 2 1 x 4 4W 2 1 x 4 4W 2 1 x 5 0W 2 1 x 5 0 [ 36 ][ 36 ][ 34 ][ 36 ][ 36 ][ 36 ]W 2 1 x 5 0[ 8 ][ 8 ]
3 1/2" NORMAL WEIGHT CONCRETE SLAB OVER 1 1/2" DEEP - 18 GAUGE - GALVANIZED
COMPOSITE STEEL FLOOR DECK REINFORCED WITH 6x6-W2.9xW2.9 WELDED WIRE FABRIC.3 1/2" NORMAL WEIGHT CONCRETE SLAB OVER 1 1/2" DEEP -18 GAUGE -GALVANIZED COMPOSITE STEEL FLOOR DECK REINFORCED WITH 6x6-W2.9xW2.9 WELDED WIRE FABRIC.STAIR OPENING
STAIR OPENING OPENOPENOPENELEVATOR
SHAFT
EXPANSION JOIN T
EXPANSION JOIN T
EXPANSION
JOINT
EXPANSION
JOINT
S-6.00
2
S-6.00
1
HL
HL
W14x26
W10x15W14x26 W14x26W14x26
W10x15 W14x26W14x26HUNG LINTEL (HL) TYPICAL WHERE
NOTED. REFER TO ARCHITECTURAL
DRAWINGS FOR DIMENSIONS.
W12x35
W12x35 C12x20.714 / S-4.02
15 / S-4.02
b15
d9
d12
9'-6"
1
S-3.11
c13.9
14 / S-4.01
10'-2"
20'-6"
S-1.23C
S-1.23C
S-1.24D
S-1.23C
S-1.24D
S-1.24D
S-1.23C
S-1.24D
5.27°2'-0"[ 16 ]W 1 0 x 1 5[ 8 ][ 8 ]C12x20.7W10x15[ 6 ]W10x15[ 8 ]W8x15W10x15W 8 x 1 5OPENW10x15
W10x15W 8 x 1 5W 1 0 x 1 5[ 8 ][ 16 ][ 8 ]c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"W14x22W14x22
W14x22 W14x22
W 1 6 x 3 1
[ 14 ]
L6x4x3/8 HUNG LINTEL ABOVE AND
BELOW FLOOR FRAMING LEVEL. PROVIDE
L4x4x3/8 VERTICAL STRUT AT 48" o.c. MAX.21'-5 3/4"4.86°2'-0"HL HL HL HL HL
HLHLHLHLHLHL
L6x4x3/8 HUNG LINTEL ABOVE
AND BELOW FLOOR FRAMING
LEVEL. PROVIDE L4x4x3/8
VERTICAL STRUT AT 48" o.c. MAX.
L6x4x3/8 HUNG LINTEL ABOVE
AND BELOW FLOOR FRAMING
LEVEL. PROVIDE L4x4x3/8
VERTICAL STRUT AT 48" o.c. MAX.L6x4x3/8 HUNG LINTEL ABOVE
AND BELOW FLOOR FRAMING
LEVEL. PROVIDE L4x4x3/8
VERTICAL STRUT AT 48" o.c. MAX.
4
S-3.04
1
S-3.10
1
S-3.10
1
S-3.10
1
S-3.10
2
S-3.10
1
S-3.12
6
S-3.11
2
S-3.10
2
S-3.10
1
S-3.12
1
S-3.12
2
S-3.10
2
S-3.11
2
S-3.11
2
S-3.11
2
S-3.11
SIM.
4
S-3.04
4
S-3.04
4
S-3.04
3
S-3.11
W14x22 W14x2227 k27 k27 k27 k27 k27 k27 k27 k27 k27 k26 k27 k27 k26 k27 k27 k27 k27 k27 k27 k27 k27 k27 k27 k27 k27 k27 k27 k27 k27 k27 k27 k26 k27 k27 k26 k27 k27 k27 k27 k27 k27 k27 k27 k27 k27 k27 k27 k48 k 71 k 71 k 66 k 71 k 71 k 71 k 70 k64 k 65 k 65 k 66 k 65 k 65 k 65 k 62 k
58 k 65 k 47 k 84 k 65 k 65 k 65 k 63 k70 k 71 k 47 k 89 k 71 k 71 k 71 k
48 k
27 k
27 k
27 k
27 k
26 k
26 k
43 k 46 k 47 k43 k 58 k43 k 58 k56 k 85 k44 k 55 k45 k 45 k41 k 44 k44 k
47 k 47 k47 k 43 k45 k47 k44 k45 k46 k44 k 41 k43 k44 k41 k43 k44 k 33 K33 k33 k33 k30 k28 k30 k30 k27 k27 k1
S-3.09
W 8 x 1 3
W 8 x 1 3 W 8 x 1 3
W 8 x 1 3 W 8 x 1 3
W 8 x 1 3
PITCH SLAB TO
FLOOR DRAINS, TYP.HSS 6x3x5/16POST UP & DN.S-1.51
2HSS 6x3x5/16POST UP & DN.HSS 6x3x5/16POST DOWNHSS 6x3x5/16POST DOWNHSS 6x3x5/16POST UP7 / S-4.02
S-1.33C
S-1.32B
S-1.33C
S-1.32B
15 / S-4.01 HSS 6x3x5/16POST DOWNHSS 6x3x5/16POST UPHSS 6x3x5/16POST UPHSS 6x3x5/16POST UP & DN.HSS 6x3x5/16POST UP & DN.HSS 6x3x5/16POST UP & DN.HSS 6x3x5/16POST UP & DN.HSS 6x3x5/16POST UPHSS 6x3x5/16POST UPHSS 6x3x5/16POST DOWNHSS 6x3x5/16POST UP & DN.HSS 6x3x5/16POST UP & DN.HSS 6x3x5/16POST UP & DN.HSS 6x3x5/16POST UP & DN.S-1.33C
S-1.32B
S-1.33C
S-1.32B
1 1 1 1
1
1
1
1 1 1 1
1
1 1 1 1
1
2
S-3.11
2
S-3.117'-11 1/4" 8'-0"
1'-11 1/2" 10'-7 1/4"
1
8'-2 3/4" 7'-10 1/8"
3'-10"
1
18'-2 3/4" 7'-10 1/8"
2'-8"
1
1 8'-2 3/4" 7'-10 1/8"8'-2 3/4" 7'-10 1/8"
3'-9"4'-1"
1
1
1
19'-11 1/2" 2'-5 3/4"
1
EXTERIOR SUN CONTROL DEVICE,
REFER TO ARCHITECTURAL DRAWINGS.
1(-2'-11 1/2")HSS12x4x5/16BRACKET
(-3'-2 3/4")
W12x19
L3x3x1/4 HANGER
L3x3x1/4 DIAGONAL BRACE FROM HSS12
(LOW) TO UNDERSIDE OF W24 STEEL BEAM.
1 (-2'-11 1/2")L3x3x1/4 HANGER
L3x3x1/4 DIAGONAL BRACE FROM HSS12
(LOW) TO UNDERSIDE OF W24 STEEL BEAM.
BRACKET
(-3'-2 3/4")
W12x19HSS12x4x5/161
F R A M I N G P L A N N O T E S
1.
3.ALL BEAMS ARE EVENLY SPACED BETWEEN COLUMN CENTERLINES OR DIMENSIONED STEEL
BEAMS UNLESS DIMENSIONED OTHERWISE.
4.
REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR
QUANTITY, SIZE AND LOCATION OF ALL OPENINGS AND SLEEVES REQUIRED.
2.
5.
REFER TO STRUCTURAL DRAWING S-1.00 FOR GENERAL STRUCTURAL NOTES, PROJECT
DESIGN DATA, AND TYPICAL ABBREVIATION SCHEDULE AND FRAMING LEGENDS.
REFER TO STRUCTURAL DRAWING S-3.00 AND S-3.01 FOR TYPICAL FRAMING DETAILS.
6.
THE FABRICATOR SHALL PROVIDE CONNECTIONS DESIGNED FOR THE BEAM END SHEAR
LOADS INDICATED ON THE FRAMING PLAN.
THE DESIGN LOADS INDICATED ARE BASED ON THE GOVERNING LOAD PRODUCED BY
THE LOAD COMBINATIONS USING STRENGH DESIGN OR LOAD AND RESISTANCE
FACTOR DESIGN PROVIDED WITHIN SECTION 1605.2 OF THE 2015 INTERNATIONAL
BUILDING CODE.
a.
7.
ALL BEAM END CONNECTIONS SHALL BE DESIGNED FOR A MINIMUM FACTORED
CAPACITY øRn OF 25.0 kips UNLESS NOTED OTHERWISE ON THE FRAMING PLAN.
b.
BOTTOM OF ROOF OR FLOOR DECK ELEVATION SHALL BE (+ 12' - 11") FROM TOP OF SLAB
ON GRADE ELEVATION (+ 0' - 0") UNLESS OTHERWISE NOTED AS (+/-) THUS FROM TOP OF
STEEL ELEVATION (+ 12' - 11"). REFER TO ARCHITECTURAL DRAWINGS FOR REFERENCE
ELEVATIONS WITH RESPECT TO SITE DATUM.
TOP OF CONCRETE SLAB ELEVATION SHALL BE (+ 0' - 5") FROM TOP OF STEEL ELEVATION
(+ 12' - 11") UNLESS OTHERWISE NOTED AT (+/-) THUS FROM TOP OF CONCRETE SLAB
ELEVATION (+ 13' - 4"). REFER TO ARCHITECTURAL DRAWINGS FOR REFERENCE ELEVATIONS.
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/8" = 1'-0"2/26/2021 5:25:23 PMC:\Users\ENG-03\Documents\17030_s19_kbrown@girardco.com.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-1.23C
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
SECOND FLOOR
FRAMING PLAN AREA -
C
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
S-1.23C1/8" = 1'-0"
1LOW ROOF FRAMING PLAN - AREA C
A B
C
D
1 03-01-21 Addendum No. 8
d1
d2
d3
d4
d5
d6 d8
d10
d11
d14
d15
d16
d17
d18
d19 d21
d22
d23
d24
d25
B B
C C
D D
A A
B.4
B.5
II
JJ
D.1 D.1
C115
C1168 / S-4.039 / S-4.03W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 8 x 3 5W 2 1 x 4 4W 2 1 x 4 4W 1 8 x 3 5W 2 1 x 4 4W 2 1 x 4 4W 2 1 x 4 4W 2 1 x 4 4W 1 8 x 3 5W 2 1 x 4 4W 2 1 x 4 4
W 1 8 x 3 5W 2 4 x 5 5W 2 4 x 5 5W 2 4 x 6 2W 2 4 x 6 2W 2 4 x 6 2W 2 4 x 6 2W 2 4 x 5 5W 2 4 x 5 5 W18x35 W18x35
W 1 8 x 3 5W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 8 x 3 5W 2 4 x 5 5W 2 4 x 5 5W 2 4 x 6 8W 2 4 x 6 2W 1 8 x 4 0W 2 4 x 5 5
W 2 4 x 5 5
W 1 8 x 3 5 W18x35 W 2 4 x 6 2
W 1 6 x 2 6W 2 1 x 4 4 W 2 1 x 4 4 W 2 1 x 4 4 W 2 1 x 4 4 W 2 4 x 5 5 W 2 1 x 4 8 W 2 1 x 4 4 W18x35 W 2 1 x 4 4 W 2 1 x 4 4W 1 0 x 1 5W 1 0 x 1 5W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 2 6
W12x35W 1 8 x 3 5W10x15
W10x15W8x10 W 1 2 x 1 9W 1 2 x 1 9W 8 x 1 0W 1 2 x 1 9W10x15
W10x15 W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 3 5W10x15W10x15
W10x15 W 1 0 x 1 5W8x10W8x10
W 1 0 x 1 5W 1 0 x 1 5W 1 2 x 2 6
W12x35
W18x35W12x26W10x15W12x26W12x26
W12x26W10x15W12x19
W12x26STAIR OPENING
3 1/2" NORMAL WEIGHT CONCRETE SLAB OVER 1 1/2" DEEP - 18 GAUGE - GALVANIZED
COMPOSITE STEEL FLOOR DECK REINFORCED WITH 6x6-W2.9xW2.9 WELDED WIRE FABRIC.
30'-0"29'-0 5/16"BFBFBFBFBFBF[ 30 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 28 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 28 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 28 ][ 28 ][ 30 ]c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"[ 34 ][ 34 ][ 14 ][ 34 ][ 34 ][ 36 ][ 14 ] [ 34 ][ 34 ][ 34 ]
[ 34 ]
[ 46 ][ 14 ][ 48 ][ 46 ][ 14 ][ 50 ][ 50 ][ 50 ][ 50 ]
[ 34 ][ 46 ][ 22 ][ 44 ][ 56 ][ 56 ][ 24 ] [ 12 ][ 50 ][ 48 ][ 8 ][ 8 ][ 10 ][ 10 ][ 10 ][ 10 ][ 11 ][ 10 ][ 10 ][ 10 ][ 16 ][ 16 ][ 16 ][ 16 ][ 16 ][ 16 ][ 16 ][ 16 ][ 16 ][ 16 ][ 16 ][ 16 ][ 16 ][ 16 ][ 16 ][ 10 ][ 11 ][ 10 ][ 10 ][ 11 ][ 14 ][ 10 ][ 18 ][ 8 ][ 30 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 24 ][ 26 ][ 24 ][ 30 ]c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"[ 34 ][ 34 ][ 18 ] [ 10 ][ 52 ][ 36 ][ 18 ] [ 8 ][ 34 ][ 34 ]OPENOPENOPENOPEN1 / S-4.03 2 / S-4.03 3 / S-4.03
10 / S-4.034 / S-4.03d2012 / S-4.036 / S-4.037 / S-4.03
W 1 6 x 3 6
W 1 6 x 3 1
W 1 6 x 3 1W 1 8 x 3 5W 1 8 x 3 5[ 32 ]
[ 14 ]
[ 14 ]
c = 1"
c = 1"[ 21 ][ 19 ]W 1 6 x 3 6
W 1 6 x 3 1
W 1 8 x 3 5W 1 8 x 3 5[ 18 ][ 21 ][ 14 ]
[ 16 ]
W 1 6 x 3 1
[ 14 ]
EXPANSION
JOINT
EXPANSION
JOINT
HL
HUNG LINTEL (HL), TYPICAL WHERE
NOTED. COORDINATE DIMENSIONS
WITH ARCHITECTURAL DRAWINGS.
S-6.00
2
HL HL HL HLC12x20.7W12x35
2
S-3.11
HL HL HL HL HL HLHL
1
S-3.12 C12x20.7d9 d12
1
S-3.10
2
S-3.10
1
S-3.11 11 / S-4.03[ 8 ][ 16 ]W 1 2 x 3 5[ 18 ][ 8 ][ 8 ][ 16 ]W10x15W12x35 [ 6 ]W10x15[ 6 ](-2'-11 1/2")L3x3x1/4 HANGER
L3x3x1/4 DIAGONAL BRACE FROM HSS12
(LOW) TO UNDERSIDE OF W24 STEEL BEAM.
W12x19 BRACKET
(-3'-2 3/4")(-2'-11 1/2")L3x3x1/4 HANGER
L3x3x1/4 DIAGONAL BRACE FROM HSS12
(LOW) TO UNDERSIDE OF W24 STEEL BEAM.
BRACKET
(-3'-2 3/4")
W12x19
30'-8 3/4"30'-7 1/4" 12'-1 1/2" 30'-7 1/4"30'-8"30'-8"30'-7 1/4" 12'-1 1/2" 30'-7 1/4"30'-8 3/4"30'-8 3/4"9'-11 3/4"12'-8 1/4"30'-8 3/4"2'-0"30'-8 3/4"12'-8 1/4"9'-11 3/4"30'-8 3/4"2'-0"30'-8 3/4"30'-8"26'-8 1/4" 15'-11 3/4" 10'-2" 20'-6"32'-1"29'-3" 12'-0" 30'-8"30'-8 3/4"
S-1.23C S-1.23C
S-1.24D
S-1.23C
S-1.24D
S-1.24D
S-1.23C
S-1.24D
W14x22W14x22
W14x22 W14x22c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"c = 3/4"L6x4x3/8 HUNG LINTEL HIGH AND LOW
L6x4x3/8 HUNG LINTEL HIGH AND LOW
L6x4x3/8 HUNG LINTEL HIGH AND LOW
L6x4x3/8 HUNG LINTEL HIGH AND LOW
1
S-3.10
1
S-3.10
2
S-3.10
6
S-3.11
1
S-3.12
2
S-3.10
2
S-3.11
1
S-3.11
2
S-3.10
3
S-3.11
W 1 4 x 2 2W 1 4 x 2 2
29 k26 k26 k26 k26 k26 k26 k28 k28 k30 k30 k26 k27 k26 k27 k68 k 60 k67 k 79 k72 k66 k74 k 81 k82 k66 k48 k 62 k50 k 35 k66 k 64 k48 k 65 k
66 k 64 k
65 k
66 k66 k66 k63 k59 k
48 k
65 k66 k66 k66 k66 k66 k67 k
44 k 44 k44 k 44 k37 k 35 k44 k 44 k59 k 54 k36 k 31 k44 k 44 k 44 k 44 k
44 k 43 k 44 k 44 k 44 k 43 k 44 k 44 k44 k 44 k 43 k 44 k 44 k 44 k 43 k 44 k
29 k7
S-3.12
10
S-3.12
7
S-3.12
7
S-3.12
7
S-3.12
10
S-3.12
2
S-3.12
5
S-3.12
8
S-3.12
6
S-3.12
9
S-3.12
4
S-3.12
HSS12x4x5/163
S-3.12
3
S-3.11
3
S-3.11
PITCH SLAB TO
FLOOR DRAINS, TYP.
W 8 x 1 3 W 8 x 1 3 W 8 x 1 3
W 8 x 1 3W 8 x 1 3W 8 x 1 3HSS 6x3x5/16POST UP & DN.HSS 6x3x5/16POST UP & DN.HSS 6x3x5/16POST UP & DN.HSS 6x3x5/16POST UP & DN.HSS 6x3x5/16POST UP & DN.HSS 6x3x5/16POST UPHSS 6x3x5/16POST DOWNHSS 6x3x5/16POST DOWNHSS 6x3x5/16POST DOWNHSS 6x3x5/16POST UPHSS 6x3x5/16POST UP & DN.HSS 6x3x5/16POST UP & DN.HSS 6x3x5/16POST UP & DN.HSS 6x3x5/16POST UP & DN.HSS 6x3x5/16POST UP & DN.5 / S-4.03
S-1.51
4 18'-2 3/4" 7'-10 1/8"8'-2 3/4" 7'-10 1/8"
2'-10"
4'-1 1/4"
2 1/2"8'-2 3/4"6'-7 1/8"8'-2 3/4"6'-7 1/8"2'-5 1/4"
7'-7 3/4"3'-8 3/4"
1
1
1
2'-4" 10'-1 1/4"
1
EXTERIOR SUN CONTROL
DEVICE, REFER TO
ARCHITECTURAL DRAWINGS.
1
1 HSS12x4x5/161
F R A M I N G P L A N N O T E S
1.
3.ALL BEAMS ARE EVENLY SPACED BETWEEN COLUMN CENTERLINES OR DIMENSIONED STEEL
BEAMS UNLESS DIMENSIONED OTHERWISE.
4.
REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR
QUANTITY, SIZE AND LOCATION OF ALL OPENINGS AND SLEEVES REQUIRED.
2.
5.
REFER TO STRUCTURAL DRAWING S-1.00 FOR GENERAL STRUCTURAL NOTES, PROJECT
DESIGN DATA, AND TYPICAL ABBREVIATION SCHEDULE AND FRAMING LEGENDS.
REFER TO STRUCTURAL DRAWING S-3.00 AND S-3.01 FOR TYPICAL FRAMING DETAILS.
6.
THE FABRICATOR SHALL PROVIDE CONNECTIONS DESIGNED FOR THE BEAM END SHEAR
LOADS INDICATED ON THE FRAMING PLAN.
THE DESIGN LOADS INDICATED ARE BASED ON THE GOVERNING LOAD PRODUCED BY
THE LOAD COMBINATIONS USING STRENGH DESIGN OR LOAD AND RESISTANCE
FACTOR DESIGN PROVIDED WITHIN SECTION 1605.2 OF THE 2015 INTERNATIONAL
BUILDING CODE.
a.
7.
ALL BEAM END CONNECTIONS SHALL BE DESIGNED FOR A MINIMUM FACTORED
CAPACITY øRn OF 25.0 kips UNLESS NOTED OTHERWISE ON THE FRAMING PLAN.
b.
BOTTOM OF ROOF OR FLOOR DECK ELEVATION SHALL BE (+ 12' - 11") FROM TOP OF SLAB
ON GRADE ELEVATION (+ 0' - 0") UNLESS OTHERWISE NOTED AS (+/-) THUS FROM TOP OF
STEEL ELEVATION (+ 12' - 11"). REFER TO ARCHITECTURAL DRAWINGS FOR REFERENCE
ELEVATIONS WITH RESPECT TO SITE DATUM.
TOP OF CONCRETE SLAB ELEVATION SHALL BE (+ 0' - 5") FROM TOP OF STEEL ELEVATION
(+ 12' - 11") UNLESS OTHERWISE NOTED AT (+/-) THUS FROM TOP OF CONCRETE SLAB
ELEVATION (+ 13' - 4"). REFER TO ARCHITECTURAL DRAWINGS FOR REFERENCE ELEVATIONS.
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/8" = 1'-0"2/26/2021 5:25:23 PMC:\Users\ENG-03\Documents\17030_s19_kbrown@girardco.com.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-1.24D
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
SECOND FLOOR
FRAMING PLAN AREA -
D
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
S-1.24D1/8" = 1'-0"
1SECOND FLOOR FRAMING PLAN - AREA D
A B
C
D
1 03-01-21 Addendum No. 8
K
K
L
P
P
RT
a2
a6
b4
b14
b6
b8
SU
U
a5
S.2
a7
a11
N.4
L.9
K.8
15 / S-4.008 / S-4.009 / S-4.00
P.7
32'-10 "
9'-8 1/4"
71'-1"
20'-10 9/16"
24'-4"
21'-9 1 /2 "
26'-11"
2 4'-0 1/4"
35'-1"
27'-7 "
L O W R O O F B E L O W
L O W R O O F B E L O W
W 1 4 x 3 0W 1 4 x 3 0W 1 4 x 3 0W 1 4 x 3 0W 1 4 x 3 0W 1 4 x 3 0W 1 4 x 3 0W 1 0 x 2 2W 1 0 x 2 2W 1 6 x 3 1 W 1 6 x 3 6 W 1 6 x 3 1
W 1 6 x 2 6W 1 6 x 2 6W 3 3 x 1 1 8W 1 6 x 2 6
W12x26
W12x26
W 1 6 x 2 6W 1 6 x 3 1W 1 6 x 3 1SHOP FABRCATED STEEL TRUSS - TYPE T-2
2 / S-6.01
W16x36W 1 6 x 2 6W 2 4 x 5 5W 3 3 x 1 1 8W 1 4 x 3 0
W 1 4 x 2 6
W 1 4 x 2 2
W 1 4 x 2 2
W 1 4 x 2 2
W 1 4 x 3 0
W10x15 W 1 4 x 2 2W 1 4 x 2 2W 1 6 x 2 6
W 1 6 x 2 6
W 1 4 x 2 2
W 1 4 x 2 2W 2 1 x 4 8
OPEN
OPEN
OPEN
RTU -11
RTU -12 1 1/2" DEEP -18 GAUGE -GALVANIZED ROOF DECK1 1/2" DEEP - 18 GAUGE - GALVANIZED WIDE RIB STEEL ROOF DECK
BF BF
BF
BF
L.5
SHOP FABRCATED STEEL TRUSS - TYPE T-1
SHOP FABRCATED STEEL TRUSS - TYPE T-31 8 K 31 8 K 31 8 K 31 8 K 31 8 K 31 8 K 31 8 K 3W 1 6 x 2 6b11
1 / S-6.01
a17
b12
b9
13 / S-4.00W 1 4 x 3 0BENT
W 1 6 x 2 616 K 216 K 216 K 216 K 216 K 216 K 216 K 216 K 216 K 216 K 216 K 2W 1 6 x 2 61 8 K 31 8 K 31 8 K 31 8 K 31 8 K 31 8 K 3W 1 6 x 2 62 2 K 4W 1 6 x 2 6CANTIL.W1
6
x
2
6 W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 27 / S-4.00
BF
7'-0"11'-0"33'-0"23'-0 1/4"
W 1 6 x 2 6
W 1 6 x 2 6 W 1 6 x 3 1
W 1 6 x 2 6
8.00°16 K 2OPEN
W 1 0 x 2 2W 1 0 x 2 2W 1 4 x 3 0W 1 4 x 3 0W 1 4 x 3 0W 1 0 x 2 2W 1 0 x 2 2W12x19BENT
2 2 K 42 2 K 42 2 K 42 2 K 42 2 K 42 2 K 42 2 K 42 2 K 42 2 K 42 2 K 42 2 K 42 2 K 42 2 K 4W 1 4 x 2 2W 1 4 x 2 26'-0"RIDGERIDGES-1.31A
S-1.32B
S-1 .3 1 A
S -1 .3 2 B..................
.BFBFW 1 6 x 3 1W 1 6 x 3 6W16x26.0"
.0"
.0"LOWLOWLOWW 1 6 x 2 6
W 1 2 x 1 9
W14x22
W10x15 W 1 4 x 2 2W 1 6 x 2 6
W 1 4 x 2 2
W 1 2 x 1 9
W14x22
C 1 2 x 2 0.7
C 1 2 x 20.7 W 2 1 x 4 4
W 2 1 x 4 4
C 1 2 x 20.7
W 2 1 x 4 4
C 1 2 x 20.7
14 / S-4 .00
(O PP. HAND)
...
.
.
.
.
.
W 1 4 x 2 6W14x26
W10x30 W 1 6 x 6 7W 2 4 x 7 6
W 1 4 x 2 6 W 1 6 x 6 7W 1 0 x 1 5 W 1 6 x 3 6W 1 2 x 1 9
56 LH SP-01
56 LH SP-01
56 LH SP-02
56 LH SP-02
56 LH SP-01
5 6 LH SP-0 1
5 6 LH SP-0 1
56 LH SP-01
56 LH SP-01
56 LH SP-01
56 LH SP-01
56 LH S P-02
56 LH SP-02
56 LH SP-01 W 2 4 x 5 5 W 2 4 x 5 5W 2 4 x 5 5W 2 4 x 5 5RIDGEW 2 4 x 5 5W 2 4 x 5 5W 1 4 x 2 6
W 2 1 x 6 8 W18x40
W 1 2 x 1 9
W 1 2 x 1 9 W 14x38
W 1 2 x 1 9 W14x38
W 1 6 x 7 7W18x35W 1 6 x 4 5
W 1 6 x 4 5W12x2
6W 1 6 x 3 1
W 1 6 x 3 1
W 1 6 x 2 6
W 1 6 x 2 6
W 1 6 x 2 6W 1 8 x 3 5W 1 8 x 4 0W 1 8 x 3 5W 1 6 x 2 6
W 1 6 x 2 6W 1 8 x 3 5W12x19.
...BENT
.
.
.
.
.
.
.
..BENT
B ENT
.
...
OPEN TO
BELOW
W 1 0 x 1 5
.0"W12x19W12x19W12x19W12x19BRACKETBRACKET..BRACKETW12x19b5
a10
S.1
S.5
S.8
a14
b7
b10
a12
4
S-3.07
3 / S-4.01
3 / S-6.01
RTU -8
W 1 0 x 1 5
W 1 0 x 1 5
W 1 4 x 3 0
W 1 4 x 2 6
W12x19W12x19W 1 2 x 1 9 W 1 0 x 1 5
4-ROWS DIAGO NAL CROSS BRIDGIN G
W 1 2 x 2 6
W 1 2 x 2 6
BF
N.66 / S-4.004
S-6.03
NOTE:
STEEL DECK, BEAMS, AND TRUSSES EAST OF
LINE a10 TO BE SPRAY FIREPROOFED FOR
1-HR RATING. SEE A/S-1.31A.
NOTE:
STEEL DECK, BEAMS, AND TRUSSES WEST OF LINE
a10 SHALL HAVE 0-HR RATING EXCEPT AS NOTED
(NO FIRE PROOFING). SEE A/S-1.31A.SPRAY FIRE-PROOFING 1-HR
4
S-3.09
6
S-3.07
3
S-3.08
1
S-3.08
2
S-3.03
4
S-3.03
3
S-3.03
9
S-3.02
5
S-3.03
10
S-3.04
3
S-3.04
7
S-3.04
7
S-3.03
1
S-3.03
(+7 1/2")
(+7 1/2")
(+9 5/8")
(+9 5/8")
(+7 1/2")
8'-5"
15'-7 1/4"
STEEL B ENT HIGH
POINT (+1'-0")(+7 1/2")(+7 1/2")(+7 1/2")(+7 1/2")(+7 1/2")W16X2 6
W16x26
(+7 1/2")
(+6 1/2")
W16x26
W 8 x 1 3 W 8 x 1 3
(+6 1/2")(+5 1/2")W14x22
W12x19(+5 1/2")
(+2 3/4")
(-2 3/4")
(+7 5/8")W10x26L7x4x3/8 WELDED T O BEAM T OP
FLANGE ALON G SLOPE OF STEEL DECK.
(+7 5/8")
STEEL BENT HIGH
POINT (+1'-0")
(+9 1/4")(+7 5/8")(+9 1/4")(+12")(+12")(+9 1/4")(+7 1/2")
(+7 1/2")
(+7 1/2")
(+7 1/2")
(+9 1/4")(+9 1/4")(+9 5/8")BRACKET.(+7 1/2")BRACKET.(+7 1/2")(+71 1/2")(+78")(+79 7/8")11'-3 1/4"21'-8 3/4"
STEEL BENTS HIGH
POINT (+84")(+73 1/4")16 K 2(+77 3/8")(+76 5/8")(+71 1/2")(+71 1/2")(+71 1/2")(+71 1/2")(+71 1/2")(+71 1/2")3'-10"(+71 1/2")(+71 1/2")(+71 1/2")(+71 1/2")(+76 1/2")(+82 1/2")(+79 1/2")STEEL BENT HIGH
POINT (+84")
BENT
6
S-3.13
RD
O D
RD
O D
RD27'-5 1/2"20'-0"23'-3 1/4"28'-10 1/4"6'-9 3/4"7'-0"8'-9 1/4"16'-1"6'-0"7'-4 1/2"3'-3"18'-1"5'-6"4'-10 1/2"18'-8 1/2"13'-3 1/2"10'-3 1/2"5
S-3.08
2'-9"103'-2 9/16"10'-0"
8.00°
EF -13
3
S-3.09
7
S-3.09W8x18W8x18W8x18W8x18W8x18W8x18W8x18W8x18W8x18W8x18 b15.5
b12.3
a13
T.8
OD
RD
OD
RD
OD
RD
OD
RD
OD
RD
OD
RD
11
1
1
1
1
OD
1
1
L4(V) x 3 x 5/16 FRAME AT ROOF DRAINS (RD) AND
OVERFLOW DRAINS (OD), REFER TO TYPICAL DETAIL.
L4(V) x 3 x 5/16 FRAME AT ROOF
DRAINS (RD) AND OVERFLOW DRAINS
(OD), REFER TO TYPICAL DETAIL.
A COU STIC C ONCRETE FILL -3 1/2" NORM AL
W EIGHT UNRE INF O RC ED CON CR ETE SLAB OVER
TYPIC AL ROOF DEC K (5 " TO TA L THICKNESS).
ACOU STIC CONCRETE FILL -3 1/2" NORMAL
WEIGHT UNREIN FORCED CO NCRETE SLAB O VER
TYPI CAL ROOF DECK (5" T OTAL TH ICKN ESS).
1
1
5
S-6.03
L6x6x3/8
L6x6x3/8
1
L6x6x3/8
L6x6x3/8 L6x6x3/8
L6x6x3/8
L6x6x3/8
L6x6x3/8L6x6x3/8L6x6x3/8
L6x6x3/8 L6x6x3/8
L6x6x3/8 L6x6x3/8
L6x6x3/8 L6x6x3/8
L6x6x3/82L5x32L5x32L5x32L5x32L5x32L5x32L5x32L5x32L5x32L5x32L5x32L5x3
2L5x32L5x32L5x32L5x32L5x32L5x31 1 1
11
1
1
1
L5(V) x 3 1/2 x 5/16 CONTINUOUS PERIMETER ANGLE AT ROOF EDGE, TYPICAL.L5(V) x 3 1/2 x 5/16 CONTINUOUS PERIMETER ANGLE AT ROOF EDGE, TYPICAL.1
1
.W10x15W10x15W10x15W10x15 OPEN W10x15W12x26W10x15HSS 5x5x3/8P1 POST UPP1P1
P1
P1
P15" CON CRETE SLAB , REFER TO 7/S-3.09
1L6x4x3/8L6x4x3/8L6x4x3/8L6x4x3/8L6x4x3/8L6x4x3/8L6x4x3/8L6x4x3/81
11
1
1
1
1
1
1 C8x11.5C8x11.5C8x11.5C8x11.51
1
1
1
16'-10 1/4"5'-5"15'-2 1/4"W10x15 W10x15 W10x15 W10x15 W10x15 W10x15
W10x15W10x15W10x15W10x15W10x15W10x15W10x15W10x15
W 10 RETRACTABLE CEILING PANEL
SUPPORTS TYPICAL. COORDINATE LOCATION
WITH ORCHESTRA CEILING PANEL LAYOUT.
3
S-3.03
8
S-3.03W8x15
TROLLEY HOIST
BEAM
COLUMNS a5-S and a5-T1" OFFET EAST FOR PROSCENIUM1
1
1
1
1
1
NOTE:
STEEL ROOF DECK , BEAMS, AND TRUSSES
WEST OF LINE b12 SHALL HAVE 0-HR RATING
(NO FI RE PROOFI NG). SE E A/S-1.31A .
N OTE:
STEEL R OOF DECK, BEAMS, A ND TR USS ES EA ST OF
LINE b12 SHALL HAVE 1-HR R A TING. SEE A/S-1.31A.
1
1
1
1 1
W16x31
1
T.1
(+84")W10x15
W10x15
1
1
1
L5(V) x 3 1/2 x 5/16 SAFETY RAIL POST SU PPORT
TYPICAL. CO ORDIN A T E WITH RAIL POST LO CATIO NS.1
1
1L5L5L5L5L5L5L5L5L5L5L5L5L5L5L5L5L5L5L5
T.STEEL CAFE HIGH ROOF
ELEV. = 26' - 6 1/2"
KN.4
DEAD LOAD
XX PLF
SNOW LOAD
XX PLF
RTU DEAD LOAD
XX PLF
10'-9" COORDINATE WITH RTU CURB DIMENSIONS
86'-0 1/4"
T.STEEL CAFE HIGH ROOF
ELEV. = 26' - 6 1/2"
KN.4
86'-0 1/4"
43'-6"42'-6 1/4"5" SEAT DEPTH5" SEAT DEPTHROOF DECK
.4'-8" JOIST DEPTH AT RIDGE
RIDGE
3'-8"3'-8"CONTINUOUS UPLIFT
BRIDGING AT EACH END
(4) ROWS OF CONTINUOUS
JOIST BRIDING
F R A M I N G P L A N N O T E S
1. BOTTOM OF ROOF DECK ELEVATION SHALL BE (+ 26' - 6 1/2") FROM TOP OF SLAB ON
GRADE ELEVATION (+ 0' - 0") UNLESS OTHERWISE NOTED AS (+/-) THUS FROM TOP OF
STEEL ELEVATION (+ 26' - 6 1/2"). REFER TO ARCHITECTURAL DRAWINGS FOR REFERENCE
ELEVATIONS WITH RESPECT TO SITE DATUM.
4.ALL BEAMS ARE EVENLY SPACED BETWEEN COLUMN CENTERLINES OR DIMENSIONED STEEL
BEAMS UNLESS DIMENSIONED OTHERWISE.
5.
REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR
QUANTITY, SIZE AND LOCATION OF ALL OPENINGS AND SLEEVES REQUIRED.
2.
6.
REFER TO STRUCTURAL DRAWING S-1.00 FOR GENERAL STRUCTURAL NOTES, PROJECT
DESIGN DATA, AND TYPICAL ABBREVIATION SCHEDULE AND FRAMING LEGENDS.
REFER TO STRUCTURAL DRAWING S-3.00 AND S-3.01 FOR TYPICAL FRAMING DETAILS.
7.
3.
TOP OF STEEL BEAM ELEVATIONS SUPPORTING "K" SERIES OPEN WEB STEEL JOISTS SHALL BE
(- 2 1/2") FROM TOP OF STEEL ELEVATION INDICATED ON FRAMING PLAN.
TOP OF STEEL BEAM ELEVATIONS SUPPORTING "LH" SERIES OPEN WEB STEEL JOISTS SHALL
BE (- 5") FROM TOP OF STEEL ELEVATION INDICATED ON FRAMING PLAN.
T.STEEL CAFE HIGH ROOF
ELEV. = 26' - 6 1/2"
KN.4
86'-0 1/4"
DEAD LOAD
XX PLF
SNOW LOAD
XX PLF
SNOW DRIFT LOAD
XX PLF
10'-9" COORDINATE WITH RTU CURB DIMENSIONS
K
P
R
a2
b4
U
a5
b12a10
a14 LOW ROOF BELOWL OW R OOF BELOW
OPEN TO
BELOW
ALL STEEL DECK, BEAMS, AND SUPPORTING
COLUMNS BETWEEN LINES a2 and a5 AND NORTH OF
LINE R TO BE SPRAY FIREPROOFED FOR 1-HR RATING.
STEEL DECK, BEAMS, AND SUPPORTING
COLUMNS EAST OF LINE a10 TO BE
SPRAY FIREPROOFED FOR 1-HR RATING.
ALL STEEL DECK, BEAMS, AND SUPPORTING
COLUMNS EAST OF LINE b12 TO BE SPRAY
FIREPROOFED FOR 1-HR RATING.
ALL STEEL DECK, BEAMS, AND SUPPORTING
COLUMNS BETWEEN LINES a2 and a5 AND
SOUTH OF W14x30 SHOWN TO BE SPRAY
FIREPROOFED FOR 1-HR RATING.W14x30CAFETERIA ROOF WEST OF
LINE b12 TO HAVE 0-HR
RATING (NO FIREPROOFING).
AUDITORIUM ROOF WEST OF LINE a10
(EXCEPT AS INDICATED) TO HAVE 0-HR
RATING (NO FIREPROOFING).
T.1
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/26/2021 5:25:25 PMC:\Users\ENG-03\Documents\17030_s19_kbrown@girardco.com.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-1.31A
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
ROOF FRAMING PLAN
AREA - A
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
S-1.31A1/8" = 1'-0"
1ROOF FRAMING PLAN - AREA A
A B
C
D
S-1.31A1/8" = 1'-0"
256 LH SP-02 JOIST LOADING DIAGRAM
S-1.31A1/8" = 1'-0"
356 LH SP JOIST PROFILE
S-1.31A1/8" = 1'-0"
456 LH SP-01 JOIST LOADING DIAGRAM
1 03-01-21 Addendum No. 8
S-1.31A1" = 40'-0"
AAREA A ROOF FRAMING FIREPROOFING PLAN
1
H
H
K
L
N
P
b14
b14
b18 b20 b22
b25
b25
b33
b33
b24
b24
M
b19 b21
b21
H.1
H.1
b16
H.8
H.5
J.7
N.7BFBFPIPE SUPPORTS AT ROOF-HUNG EQUIPMENT
BY PRODUCT MANUFACTURER. COORDINATE
WITH ARCHITECTURAL DRAWINGS.
L O W R O O F B E L O W
L O W R O O F B E L O W
24 / S-4.01
2 / S-4.01N.4
K.8
a29
M.5
P.7
S-1.33C
S-1.32B
S-1.33C
S-1.32B
S-1.32B
S-1.32B
S-1.33C
S-1.33C
W 2 4 x 5 5
W14x30W16x26 W 1 8 x 3 5W 1 8 x 4 0W 1 6 x 2 6W 1 6 x 3 6
W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 3 6
W16x26W 1 6 x 2 6W16x26W 1 6 x 3 6
W16x26W 2 4 x 5 5
W 1 4 x 2 2W 1 4 x 2 2W14x26W 2 4 x 5 5W 1 6 x 3 6
W 1 8 x 3 5
W16x45W 1 6 x 6 7
W 1 8 x 3 5 W 1 8 x 3 5 W 1 8 x 3 5 W 1 8 x 3 5
W 2 4 x 5 5W 2 4 x 7 6W 1 2 x 2 6W 1 6 x 2 6W 1 8 x 4 0W 1 8 x 4 0
W 1 8 x 4 0
W 1 8 x 4 0
W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 4 0W 1 8 x 4 0
W 1 8 x 3 5
W 1 4 x 2 2 W 1 6 x 2 6W 1 6 x 3 1
W 1 6 x 3 6W 1 6 x 4 0W 1 6 x 4 0W 1 4 x 2 2W 1 4 x 2 2W 1 2 x 1 9W 1 6 x 2 6W 1 6 x 2 6
W 1 2 x 1 9W 1 4 x 2 2W 1 0 x 1 5W 1 0 x 1 5W 1 2 x 1 9W 1 0 x 1 5W 1 2 x 1 9W 1 6 x 7 7
W 1 4 x 2 6W 1 6 x 2 6RTU - 8
ACOUSTIC CONCRETE FILL -3 1/2" NORMAL
WEIGHT UNREINFORCED CONCRETE SLAB OVER
TYPICAL ROOF DECK (5" TOTAL THICKNESS).
ACOUSTIC CONCRETE FILL -3 1/2" NORMAL
WEIGHT UNREINFORCED CONCRETE SLAB OVER
TYPICAL ROOF DECK (5" TOTAL THICKNESS).
1 1/2" DEEP - 18 GAUGE - GALVANIZED WIDE RIB STEEL ROOF DECK
L.5
1 / S-6.02
b30
b30 2 / S-6.02b29
b29 3 / S-6.02b28
b28
b13 2 / S-6.021 / S-6.02
GIRDER TRUSS GT-1
GIRDER TRUSS GT-1
STEEL TRUSS T-4STEEL TRUSS T-7STEEL TRUSS T-4STEEL TRUSS T-6STEEL TRUSS T-9STEEL TRUSS T-6STEEL TRUSS T-5STEEL TRUSS T-8STEEL TRUSS T-5W 1 0 x 3 0W 1 0 x 3 0W 1 0 x 3 0
W 1 0 x 3 0W 1 0 x 3 0
W 1 0 x 3 0
W 1 0 x 3 0W 1 0 x 3 0W 1 0 x 3 0W 1 0 x 3 0
W 1 0 x 3 0 W 1 0 x 3 0 W 1 0 x 3 0 W 1 0 x 3 0
W 1 0 x 3 0W 1 0 x 3 0W 1 0 x 3 0W 1 0 x 3 0W 1 0 x 3 0W 1 0 x 3 0W 1 0 x 3 0W 1 0 x 3 0W10x30W10x30W 1 0 x 3 0W 1 0 x 3 0W 1 0 x 3 0W 1 0 x 3 0W 1 0 x 3 0b11
K.1
23 / S-4.01a17
b12 b17
5
S-3.08
a22
a26
N.5
3
S-3.07
5
S-3.07
W 1 0 x 3 0W 1 0 x 3 0 W 1 0 x 3 0 W 1 0 x 3 0
W 1 0 x 3 0W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 62'-0"10'-2"14'-8 1/2"20'-9 1/2"19'-0"28'-4"28'-4"21'-8"10'-7 1/2"
W 1 8 x 3 5
W 1 6 x 3 1W 1 6 x 3 1W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 2 x 1 9W 1 6 x 6 7
W18x40W14x26W 1 4 x 2 2BFBFOPEN TO BELOW
W 1 6 x 3 6
W 1 6 x 3 6
W16x26
W10x15
W10x15
W10x15
W10x15
W10x15
W10x15
W10x15
W10x15W 1 6 x 3 6W 1 4 x 2 6W 1 4 x 2 6W 1 6 x 3 6W12x1932'-10"9'-8 1/4"43'-6"24'-2 1/2"3'-4 1/2"20'-10 9/16"24'-4"28'-8"9'-4"10'-0"33'-1 1/2"8'-8"25'-11"17'-4"8'-7 3/4"8'-8 1/4"17'-4"25'-11"8'-10 9/16"37'-10"
26'-9"
28'-4 1/2"BF18 K 718 K 718 K 718 K 7W 1 8 x 3 518 K 718 K 718 K 718 K 7W 1 8 x 3 518 K 718 K 718 K 718 K 718 K 7W 1 8 x 3 518 K 7W 1 8 x 3 518 K 718 K 718 K 718 K 718 K 7W 1 8 x 3 518 K 718 K 718 K 7W 1 8 x 3 518 K 718 K 718 K 718 K 718 K 7W 1 8 x 3 518 K 7W 1 8 x 3 518 K 718 K 7W 1 8 x 3 5
W 1 8 x 4 0
W 1 8 x 4 0
W 1 8 x 4 6
W 1 8 x 4 0
W 1 8 x 3 5
W 1 8 x 4 0
W 1 8 x 4 0
W 1 8 x 4 0
1 / S-4.01
4 / S-4.01
6 / S-4.0117 / S-4.01W14x30 W14x30
W14x30W14x30
22 / S-4.01
6'-0" WIDE, 1 1/2" DEEP - 16 GAUGE - GALVANIZED
WIDE RIB STEEL ROOF DECK IN SHADED AREA
NOTE:
SPRAY FIREPROOF ALL ROOF STEEL WEST OF LINE
b24. BEAMS, COLUMNS, AND DECK.
.W12x19W 2 1 x 4 4W 1 4 x 2 2
W 1 0 x 1 5W 1 0 x 1 5W 1 0 x 1 5 W 1 0 x 1 5W 1 0 x 1 5W 1 0 x 1 5STAIR OPENINGW12x26W 1 6 x 4 556 LH SP-0156 LH SP-0256 LH SP-02W18x35
W14x38W14x38W10x15W10x15W10x15W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 2 4 x 7 6W 1 4 x 2 6W 1 4 x 3 0W 1 4 x 2 6W 1 4 x 2 6W12x19
RTU - 12
W16x31 LOW "0S.1
S.5
N.9
b15
J.3
a12
4
S-3.07
1
S-3.07
M.3
L.6
W 1 0 x 1 5W 8 x 1 34
S-3.08
P.1
N.6
W 8 x 1 3W10x26
15 / S -4.01
16 / S-4.01
14 / S-4.01
12 / S-4.01
11 / S-4.01
19 / S-4.01
2
S-3.07 39 k51 k
27 k
36 k
1
S-3.06
4
S-3.06
6
S-3.08
4
S-3.09
5
S-3.08
1
S-3.09
1
S-3.09
2
S-3.09
2
S-3.09
2
S-3.08
3
S-3.08
1
S-3.08
6
S-3.09
6
S-3.13
RD
RD
BF2
S-3.09
2.73°5.27°2'-6"8.00°1'-3"10'-9 1/2"8.00°
25'-1 3/4"25'-1 1/2"25'-1 1/2"25'-1 1/2"2'-0"24'-10 1/2"2'-6"8.00°25'-1 3/4"25'-1 1/2"25'-1 1/2"25'-1 1/2"
RTU - 5
EF - 8
EF - 9
DCUc - 14
EF - 10
RH - 1
DCUc - 9DCUc - 18
EF - 13
L7x4x3/8 WELDED TO BEAM TOP
FLANGE ALONG SLOPE OF STEEL DECK.(+5 1/2")(+2 3/4")(-2 3/4")(+7 5/8")(+7 5/8")(+9 1/4")(+7 5/8")
(+12")(+9 1/4")(+9 1/4")W 1 0 x 3 0W 2 1 x 6 8...STEEL BENT HIGH POINT (+1'-0")(+7 1/2")
(+7 1/2")W16X26
W16x26(+7 1/2")(+6 1/2")W16x26(+6 1/2")(+5 1/2")W14x22W12
x19W10x15W12x19
(+12")(+9 1/4")(+9 1/4")(+9 1/4")(+9 1/4")(+9 1/4") (+9 1/4") (+9 1/4") (+9 1/4") (+9 1/4") (+9 1/4")
(+9 1/4")
...
.
.
.
..
.
.
(+9 1/4")(+9 1/4")BENT...
.BENT(+8")(-2 1/2")(+1 5/8")(+10 1/2")(+10 1/2")(+10 1/2")...L7x4x3/8 WELDED TO BEAM TOP FLANGE ALONG SLOPE OF STEEL DECK.OD RD OD RD OD
RD OD
(+4")(+4")(+4")(+4") (+4")(+4")(+4")(+4")(+4")
(+4")
(+4")
(+4")(+4")(+4")(+4")(+4")(+4")(+4")(+4")(+4")(+4")(+4") (+4") (+4")(+4") (+4")(+4")(+4") (+4")(+4")(+4")(+4")(+4")(+4")(+4")(+4")(+4")(+4")(+4")(+4")(+4")(+4")
(+4")(+4")(+4")(+4")(+4")(+4")(+4")(+4") (+4")(+4") (+4")
(+4")(+4")(+4")(+4")(+4") (+4")(+4") (+4")
(+4")(+4")(+4")(+4")(+4")(+4")(+4")
4
S-3.10
(+12") (+12")SLOPESLOPESLOPE2"CL(+9 1/4")SLOPESLOPEELEV.
SHAFT
(+9 1/4")COL. UPHSS 7 x 4 x 3/8
H SS6x4 x3 /8
PO S T U PH S S 6 x4 x3/8
PO S T U P & D N .33'-3 3/4"
3'-7 1/4"
13'-4 1/2"
13'-4 1/2"
3'-7 1/4"
33'-3 3/4"
H S S 6 x4 x3/8
PO S T U P
H SS6x4x3 /8
PO ST D O W N
HSS 10 x 6 x 1/2 1"CONTINUOUS5 / S-4.01CONTINUOUS
H S S 6 x 4 x 3 /8
P O S T U P
HSS 7 x 4 x 3/8
8.00°
5'-10 1/4"9'-5 1/2"9'-5 1/2"8'-6 1/2"
8'-6 1/2"9'-5 1/2"9'-5 1/2"5'-10 1/4"
H SS6 x4 x3 /8
P O ST D O W NHSS6x4x3/8
P O ST D O W N
C O L. D O W N
H SS 6 x4x3/8P O ST D O W NHSS6x4x3/8
PO ST D O W N
CONTINUOUS
H SS 6 x4 x3 /8
P O ST D O W N
13 / S-4.01
4
S-3.10 9'-1"2'-3"'A''A''A''A'
7
S-3.08 SLOPEW 1 0 x 3 0W 1 0 x 3 0W 1 0 x 3 0W 1 0 x 3 0W 1 0 x 3 0W 1 0 x 3 0W 1 0 x 3 0W 1 0 x 3 0(+4")(+4")(+4")(+4")(+4")(+4")(+4")(+4")(+4")(+4")(+4")(+4")(+4")(+4")(+4")(+4")CONTINUOUS SUPPORT FOR ROLL-UP PARTITION
BY PRODUCT MANUFACTURER. COORDINATE
WITH ARCHITECTURAL DRAWINGS.8'-8 1/2"17'-3 1/2"8'-4 1/2"8'-4 1/2"
12'-6 3/4"REFER TO LATERAL ELEVATIONCMU SHEAR WALLREFER TO LATERAL ELEVATION
CMU SHEAR WALL
REFER TO LATERAL ELEVATION
CMU SHEAR WALL
L4 x 3 x 5/16 FRAME AT ROOF DRAINS (RD) AND
OVERFLOW DRAINS (OD), REFER TO TYPICAL DETAIL.
CONTINUOUS 5/16" BENT
PLATE, SEE SECTIONS.
CONTINUOUS 5/16" BENT
PLATE, SEE SECTIONS.
CONTINUOUS 5/16" BENT
PLATE, SEE SECTIONS.3 / S-4.01..(+7 1/2")HSS6x4x3/8POST UP10
S-3.13 (-4'-8 1/2")(-4'-8 1/2")(-4'-8 1/2")(-4'-8 1/2")(-4'-8 1/2")
(-4'-8 1/2")
RDSLOPE
SLOPE7 / S-4.002"
2"
EXPANSION J O INT
(+5 3/4")(+5 3/4")(+8")..(+8")(+2 1/2")(+2 1/2")..
EX PANSIO N JOINT
9'-6"
..
2
S-3.09
b15.4b12.9 (+8")(+8")(+5 1/4")(+5 1/4")W10x15
W12x2621'-6 3/4"3'-11 1/4"5'-10" 4'-9 1/2"
W8x15
W8x15
W8x15
W8x15
W8x15
W8x15
W8x15
W8x15
W8x15W8x15L3 L3L3W8x15
W8x15
W8x15
W8x15
W8x15
3
S-3.09
7
S-3.09
CONCRETE SLAB
b15.5b12.3
a13
11"
6'-0"7'-4 1/2"3'-3"
OD1
OD
1 L3EF - 6
L6x4x3/8
L6x4x3/8 L6x4x3/8
L6x4x3/8
1
CH - 1
L6x4x3/8
L6x4x3/8 L6x4
L6x4
1L3 L3
W8x15
W8x15
W8x15
W8x15
W8x15
W8x15
C8x11.5
C8x11.5
C8x11.5
C8x11.5
L6x4x3/8
L6x4x3/8
L6x4x3/8
L6x4x3/8
1
1
1
1
1
1
1
1
1
WT 6 x 13
ROLL UP CURTAIN MOTOR SUPPORT. B0TTOM
FLANGE OF WT WITH WEB UP TO BE FLUSH
WITH W 10 BOTTOM FLANGE. COORDINATE WT
LOCATION WITH PRODUCT MANUFACTURER
1
1
NOTE:
STEEL ROOF DECK, BEAMS, AND TRUSSES
WEST OF EXPANSION JOINT/FIREWALL
ALONG LINES b24, P.2, AND b26 TO BE
SPRAY FIREPROOFED FOR 1-HR RATING.
NOTE:
STEEL ROOF DECK, BEAMS, AND
TRUSSES NORTH OF LINE K SHALL HAVE
0-HR RATING (NO FIRE PROOFING).
1
NOTE:
STEEL ROOF DECK, BEAMS,
AND TRUSSES SOUTH OF LINE
K TO BE SPRAY FIREPROOFED
FOR 1-HR RATING.
NOTE:
STEEL ROOF DECK, BEAMS,
AND TRUSSES NORTH OF
LINE K SHALL HAVE 0-HR
RATING (NO FIRE PROOFING).W 1 2 x 1 9W12x19W 1 2 x 1 9W12x191
W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 91
F R A M I N G P L A N N O T E S
1. BOTTOM OF ROOF DECK ELEVATION SHALL BE (+ 26' - 6 1/2") FROM TOP OF SLAB ON
GRADE ELEVATION (+ 0' - 0") UNLESS OTHERWISE NOTED AS (+/-) THUS FROM TOP OF
STEEL ELEVATION (+ 26' - 6 1/2"). REFER TO ARCHITECTURAL DRAWINGS FOR REFERENCE
ELEVATIONS WITH RESPECT TO SITE DATUM.
4.ALL BEAMS ARE EVENLY SPACED BETWEEN COLUMN CENTERLINES OR DIMENSIONED STEEL
BEAMS UNLESS DIMENSIONED OTHERWISE.
5.
REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR
QUANTITY, SIZE AND LOCATION OF ALL OPENINGS AND SLEEVES REQUIRED.
2.
6.
REFER TO STRUCTURAL DRAWING S-1.00 FOR GENERAL STRUCTURAL NOTES, PROJECT
DESIGN DATA, AND TYPICAL ABBREVIATION SCHEDULE AND FRAMING LEGENDS.
REFER TO STRUCTURAL DRAWING S-3.00 AND S-3.01 FOR TYPICAL FRAMING DETAILS.
7.
3.
TOP OF STEEL BEAM ELEVATIONS SUPPORTING "K" SERIES OPEN WEB STEEL JOISTS SHALL BE
(- 2 1/2") FROM TOP OF STEEL ELEVATION INDICATED ON FRAMING PLAN.
TOP OF STEEL BEAM ELEVATIONS SUPPORTING "LH" SERIES OPEN WEB STEEL JOISTS SHALL
BE (- 5") FROM TOP OF STEEL ELEVATION INDICATED ON FRAMING PLAN.
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/8" = 1'-0"2/26/2021 5:25:26 PMC:\Users\ENG-03\Documents\17030_s19_kbrown@girardco.com.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-1.32B
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
ROOF FRAMING PLAN
AREA - B
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
S-1.32B1/8" = 1'-0"
1ROOF FRAMING PLAN - AREA B
A B
C
D
1 03-01-21 Addendum No. 8
1
d5
d8
d10
d14
d16
d18
D
D
E E
F F
G G
H H
c1
c2
c3
c4
c5
c6
c7
c8 c9
c9 c11
c12
c13
c14
c15
c16
c17
c18
c19
c20
c21
c22
b22
b24
II
JJ
D.1
D.1
D.5
D.7
C115
C116
D.3
H.1 H.1
b16
d20
6 / S-4.03
F.5
F.4 9 / S-4.0217 / S-4.028 / S-4.024 / S-4.0210 / S-4.0216 / S-4.021 / S-4.02 2 / S-4.02 3 / S-4.02
5 / S-4.026 / S-4.027 / S-4.02
11 / S-4.02
12 / S-4.02
13 / S-4.02
29'-0 5/16"
18'-0 3/4"
24'-7 1/4"
30'-8"
3 2'-1"
29 '-3"
12'-0"
30'-0"2'-0"2.73°2'-0"3.14°30'-8 3/4"9'-11 3/4"12'-8 1/4"30'-8 3/4"2'-6"30'-8 3/4"30'-8"12'-0"30'-8"30'-8"36'-8"24'-8"12'-0"30'-8"30'-8 3/4"
30'-8 3/4"30'-8"12'-0"30'-8"30'-8"30'-8"30'-8"12'-0"30'-8"30'-8 3/4"
10'-2"
W 1 8 x 4 0 W 1 8 x 4 0
W 1 8 x 3 5 W 1 8 x 4 0
W 1 8 x 4 0 W 1 8 x 4 0 W 2 1 x 4 4
W 1 8 x 3 5
W 1 8 x 4 0 W 1 8 x 4 0
W 1 8 x 3 518 K 718 K 718 K 718 K 718 K 7W 1 8 x 3 518 K 718 K 718 K 718 K 718 K 7W 1 8 x 3 518 K 7W 1 8 x 3 518 K 718 K 718 K 718 K 7W 1 8 x 3 518 K 718 K 718 K 718 K 718 K 718 K 7W 1 8 x 3 518 K 718 K 718 K 718 K 71 8 K C S 3W 1 8 x 3 51 8 K C S 318 K 718 K 718 K 718 K 7W 1 8 x 3 518 K 718 K 718 K 718 K 718 K 7W 1 8 x 3 518 K 718 K 718 K 718 K 718 K 7W 1 8 x 3 518 K 7W 1 8 x 3 5BFBFW 2 1 x 4 4 W 2 1 x 5 0 W 2 1 x 4 4 W 2 1 x 4 4 W 2 1 x 5 7 W 2 1 x 4 4 W 2 1 x 4 4 W 2 1 x 4 4 W 2 1 x 4 8 W 2 1 x 4 4
W 1 8 x 3 5W 1 2 x 1 9W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W12x19
W12x19
W12x19
W12x19W14x22W14x22W14x22W14x22 W 1 4 x 2 2W 1 4 x 2 2W14x22W 1 6 x 3 6W12x19
W12x19W10x15
W10x15W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W14x22W 1 4 x 2 2W14x22C8x11.5W14x22W14x22W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 8 x 3 5W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W12x19
W12x19 W12x19
W12x19 30'-8 3/4"12'-8"10'-0"30'-8 3/4"2'-6"W 2 1 x 4 4 W 2 1 x 5 5 W 2 1 x 4 4 W 2 1 x 4 4 W 2 1 x 4 4 W 2 1 x 4 4 W 2 1 x 4 4 W 2 1 x 4 4 W 2 1 x 5 5 W 2 1 x 4 4
W 1 8 x 3 518 K 718 K 718 K 718 K 718 K 7W 1 8 x 3 518 K 718 K 7W 1 8 x 5 018 K 718 K 7W 1 8 x 3 518 K 7W 1 8 x 3 518 K 718 K 718 K 718 K 718 K 7W 1 8 x 3 518 K 718 K 718 K 718 K 718 K 7W 1 8 x 3 518 K 718 K 718 K 718 K 718 K 7W 1 8 x 3 518 K 718 K 718 K 718 K 718 K 7W 1 8 x 3 518 K 7W 1 8 x 3 5W 1 8 x 3 518 K 718 K 718 K 718 K 718 K 7W 1 8 x 3 518 K 718 K 718 K 718 K 718 K 7W 1 8 x 4 0W 1 8 x 4 0W 1 8 x 4 0W 1 8 x 4 6W 1 8 x 4 0W 1 8 x 4 0W 1 8 x 3 5W 1 8 x 4 0W 1 8 x 4 0BF BFBFBF1 1/2" DEEP - 18 GAUGE - GALVANIZED WIDE RIB STEEL ROOF DECK
1 8 K C S 2
1 8 K 5
1 8 K 5
W 1 8 x 3 5
1 8 K 5
1 8 K 5
1 8 K 5
1 8 K C S 2 W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 8 x 3 5
W 1 8 x 3 5
1 8 K C S 2
1 8 K 5
1 8 K 5
W 1 8 x 3 5
1 8 K 5
1 8 K 5
1 8 K 5
W 1 8 x 3 5
1 4 K 1
1 4 K C S 1 W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 6 x 2 6W 1 8 x 4 0
W 1 8 x 4 0
W 1 8 x 4 0
W 1 8 x 4 0
W 1 8 x 4 6
W 1 8 x 4 0
W 1 8 x 3 5 W 1 8 x 4 0
18K718K7W18x3518K718K718K7W18x3518K7W18x3518K718K7W18x3518K7W18x3518K718K718K7W18x3518K718K718K718K718K7W18x3518K718K718K718K718K7W18x3518K718K7W18x3518K718K7W12x19 W12x19 W12x19
W12x19W12x19W12x19 W12x19 W12x19 W12x19
W12x19W12x19W12x194 1/2" NORMAL WEIGHT CONCRETE SLAB OVER 2", 18 GAUGE,
COMPOSITE STEEL DECK REINFORCED WITH 6x6-W2.9xW2.9
WELDED WIRE FABRIC.
RTU - 3 RTU - 4
ACOUSTIC CONCRETE FILL -3 1/2" NORMAL WEIGHT UNREINFORCED
CONCRETE SLAB OVER TYPICAL ROOF DECK (5" TOTAL THICKNESS).
ACOUSTIC CONCRETE FILL - 3 1/2" NORMAL
WEIGHT UNREINFORCED CONCRETE SLAB OVER
TYPICAL ROOF DECK (5" TOTAL THICKNESS).
CONTINUOUS HORIZONTAL BRIDGING BY
JOIST MANUFACTURER IN ACCORDANCE
WITH SJI REQUIREMENTS, TYPICAL.
CONTINUOUS HORIZONTAL UPLIFT BRIDGING
BY JOIST MANUFACTURER, TYPICAL.
L5(V) x 3 1/2 x 5/16 CONTINUO US
PERI METER ANGLE AT ROOF EDGE, TYPICAL.
L5(V) x 3 1/2 x 5/16 CONTINUOUS
PERIMETER ANGLE AT ROOF EDGE, TYPICAL.
L4(V) x 3 x 5/16 FRAME AT ROOF
DRAINS (RD) AND OVERFLOW DRAINS
(OD), REFER TO TYPICAL DETAIL.
EXPANSION J OINT
EXPANSION JOIN T
EXPANSION JOINT EXPANSION
JOINT
S-1.33C
S-1.33C
S-1.33C
S-1.32B
S-1.33C
S-1.32B
S-6.00
2
S-6.00
1
TYPICAL STEEL POST DOWN FOR WINDOW OR RADIANT
CEILING SUPPORT. REFER TO BUILDING ELEVATIONS AND
PLAN DETAIL A/S-1.34D FOR FULL EXTENT.
5
S-3.11
1 8 K 5 21'-5 3/4"4.86°5.27°W16x26W16x26W16x36
W 1 8 x 3 5
W16x26W16x26W16x36
FUTURE PV ARRAY AREA
SHOWN SHADED.
C8x11.5 (FLAT) LOW FOLDING
PARTITION SUPPORT
HSS4x4x5/15 HANGER FOR FOLDING PARTITION SUPPORT CHANNEL WITH
L3x3x1/4 DIAGONAL BRACE UP TO ADJACENT ROOF JOIST, TYPICAL OF FIVE (5).
14 / S-4.02
15 / S-4.02
b15
d9
d12 1
S-3.11
W10x15c13.9
15 / S-4.01 14 / S-4.01 C8x11.5C8x11.5RD RD RD RD RD RD
BRACKET
S-1.34D
S-1.33C
S-1.34D
S-1.34D
S-1.33C
S-1.34D
RD RD RD RD RD RDC8x11.5C8x11.5C8x11.5C8x11.5..
9'-0"9'-0"9'-0"9'-0"
L6x4L2 L2L6x4 L2L2L6x4 L6x4 L2L6x4 L2L6x4 L2L6x4 L6x4L2 L2L6x4 L6x4L2
9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"
9'-0"9'-0" 9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0" 9'-0"9'-0"
L6x4
L2L2L6x4 L6x4
L2L2L6x4
L2L6x4 L6x4
L2L6x4
L2L6x4
L2L6x4 L6x4
L2L2L6x4
L2L2L6x4
9'-0"
L6x4
L29 '-0"
9'-0 "
9 '-0 "
L6x4
L2L6x4
L2L 6x4
L2L6x4
L29'-0"
L4x4
L4x4
L4x4
L4x4
L4x4 7'-11"8'-0"18 K 718 K 718 K 718 K 7.
.
.
.
.
.
.
.
.
.
.
.
.
(-6")
(-6")
RD
...
.
.
.
(-9")
(-9")
(-3 1/2")(-3 1/2")
RD
L6x4x3/8 HUNG LINTEL
L6x4x3/8 HUNG LINTEL
86.86°87.27°L6x4x3/8 HUNG LINTEL
L6x4x3/8 HUNG LINTEL
4
S-3.11
4
S-3.04
4
S-3.04
4
S-3.04
4
S-3.04
1
S-3.10
1
S-3.10
1
S-3.10
1
S-3.10
2
S-3.10
1
S-3.12
6
S-3.11
2
S-3.10
2
S-3.10
1
S-3.12
6
S-3.11
2
S-3.10
2
S-3.11
2
S-3.11
2
S-3.11
7
S-3.10
26 k 40 k 26 k 26 k 26 k 26 k 38 k 27 k37 k 26 k 39 k
26 k37 k27 k26 k33 k38 k27 k 32 k26 k32 k38 k26 k
1
S-3.09
2'-0"10'-8"
3
S-3.10
2
S-3.11
BPBPW 8 x 28
HOIST BEAM
BELOW (05 500)
ADDITIONAL # 4
AROUND OPENING.
1
S-3.09
ODODOD OD OD OD
ODODODODODOD
DCUc - 5
L6x4x3/8
L6x4x3/8
DCUc - 10
L6x4x3/8
L6x4x3/8
DCUc - 4
L6x4x3/8
L6x4x3/8
DCUc - 6
L6x4x3/8
L6x4
DCUc - 11
L6x4x3/8
L6x4x3/8
EF - 4
EF - 3
EF - 2
EF - 5
L4(V) x 3 x 5/16 EXHAUST FAN
ROOF OPENING FRAME. TYPICAL.
1 1 1 1
1 1
1
11
11
1
1
1 1
1
1HSS 6x3x5/16POST DOWNHSS 6x3x5/16POST DOWNHSS 6x3x5/16POST DOWNHSS 6x3x5/16POST DOWNHSS 6x3x5/16POST DOWNHSS 6x3x5/16POST DOWNHSS 6x3x5/16POST DOWNHSS 6x3x5/16POST DOWNHSS 6x3x5/16POST DOWNHSS 6x3x5/16POST DOWNHSS 6x3x5/16POST DOWNHSS 6x3x5/16POST DOWNHSS 6x3x5/16POST DOWNHSS 6x3x5/16POST DOWNHSS 6x3x5/16POST DOWNS-1.33C
S-1.32B
S-1.33C
S-1.32BEXTERIOR SUN CONTROL DEVICE,
REFER TO ARCHITECTURAL DRAWINGS.
S-1.51
3
1
1 1
1
1 1 1 1
1 1
1
1
1
1 1 1 1
1'-5 1/2"
1
9'-6""A""A"1
"A""A"1L5L5L5L5L5L5L5L5L5L5(V) x 3 1/2 x 5/16 SAFETY RAIL POST SUPPORT TYPICAL. COORDINATE WITH RAIL POST LOCATIONS.1
F R A M I N G P L A N N O T E S
1.
4.ALL BEAMS ARE EVENLY SPACED BETWEEN COLUMN CENTERLINES OR DIMENSIONED STEEL
BEAMS UNLESS DIMENSIONED OTHERWISE.
5.
REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR
QUANTITY, SIZE AND LOCATION OF ALL OPENINGS AND SLEEVES REQUIRED.
6.
REFER TO STRUCTURAL DRAWING S-1.00 FOR GENERAL STRUCTURAL NOTES, PROJECT
DESIGN DATA, AND TYPICAL ABBREVIATION SCHEDULE AND FRAMING LEGENDS.
REFER TO STRUCTURAL DRAWING S-3.00 AND S-3.01 FOR TYPICAL FRAMING DETAILS.
7.
2.TOP OF STEEL BEAM ELEVATIONS SUPPORTING "K" SERIES OPEN WEB STEEL JOISTS SHALL BE
(- 2 1/2") FROM TOP OF STEEL ELEVATION INDICATED ON FRAMING PLAN.
BOTTOM OF ROOF DECK ELEVATION SHALL BE (+ 27' - 2 1/2") FROM TOP OF SLAB ON
GRADE ELEVATION (+ 0' - 0") UNLESS OTHERWISE NOTED AS (+/-) THUS FROM TOP OF
STEEL ELEVATION (+ 27' - 2 1/2"). REFER TO ARCHITECTURAL DRAWINGS FOR REFERENCE
ELEVATIONS WITH RESPECT TO SITE DATUM.
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/8" = 1'-0"2/26/2021 5:25:26 PMC:\Users\ENG-03\Documents\17030_s19_kbrown@girardco.com.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-1.33C
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
ROOF FRAMING PLAN
AREA - C
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
S-1.33C1/8" = 1'-0"
1ROOF FRAMING PLAN - AREA C
A B
C
D
1 03-01-21 Addendum No. 8
d1
d2
d3
d4
d5
d6
d8
d8
d10
d11
d14
d15
d16
d17
d18
d19 d21
d22
d23
d24
d25
B B
C C
D D
A A
B.4
B.5
II
JJ
D.1 D.1
C115
C1168 / S-4.039 / S-4.03W 1 8 x 3 518 K 718 K 718 K SP-0118 K SP-0118 K SP-01W 1 8 x 3 518 K SP-0118 K SP-0118 K SP-0118 K SP-0118 K SP-01W 1 8 x 3 5W 1 8 x 3 518 K SP-0118 K SP-0118 K SP-0118 K 718 K 718 K 718 K 7W 1 8 x 3 518 K 718 K 718 K 718 K 718 K 718 K 718 K 718 K 718 K 718 K 718 K 718 K 718 K SP-0118 K SP-0118 K SP-0118 K SP-0118 K SP-0118 K SP-0118 K SP-0118 K SP-0118 K SP-0118 K 718 K 718 K 718 K 718 K SP-0118 K SP-01W 1 8 x 3 5W18x50W 1 8 x 3 5W 1 8 x 3 5W 1 8 x 3 5W 1 8 x 3 5W 1 8 x 4 0W 1 8 x 4 0W 1 8 x 3 5W 1 8 x 4 0W 1 8 x 4 0W 1 8 x 4 0W 1 8 x 4 0W 1 8 x 3 5W 1 8 x 4 0W 1 8 x 4 0 W12x26W10x15W10x15W12x26W12x19
W12x26W12x26
W10x15W10x15W12x26W 1 8 x 3 5W 1 8 x 3 5W 1 8 x 3 5W 1 8 x 3 5W 1 8 x 3 5W 1 8 x 3 5W 1 8 x 3 5W 1 8 x 3 5W 1 8 x 3 5W 1 8 x 3 5W 1 8 x 3 518 K 718 K 718 K 718 K 718 K 718 K 718 K 718 K 718 K 718 K 718 K 7W 1 8 x 3 518 K 718 K 718 K 718 K 718 K 718 K 718 K 718 K 718 K 718 K 718 K 718 K 718 K 718 K 718 K 718 K 718 K 718 K 718 K 718 K 718 K 718 K 7W 1 8 x 3 518 K 718 K 718 K 718 K 718 K 718 K 718 K 718 K 718 K 7W 1 8 x 4 0W 1 8 x 4 0W 1 8 x 3 5W 1 8 x 4 0W 1 8 x 4 6W 1 8 x 4 0W 1 8 x 4 0W 1 8 x 4 0W 1 8 x 4 0W 1 8 x 4 0
W 2 1 x 4 4 W 2 1 x 5 5
W 2 1 x 4 4 W 2 1 x 4 8 W 2 1 x 4 4
W 2 1 x 4 4
W 2 1 x 4 4
W 2 1 x 4 4 W 2 1 x 4 4
W 2 1 x 4 4 W 2 1 x 4 4
W 2 1 x 4 4 W 2 1 x 4 4
W 2 1 x 4 4
W 2 1 x 4 4 W14x22W 1 4 x 3 0W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 3 0W 1 4 x 2 2W14x30W14x22W14x22W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 3 0W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 3 0W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 3 0W 1 4 x 2 2W 1 4 x 3 0W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W14x30W14x22W 1 4 x 3 0W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 3 0W 1 4 x 2 2W 1 4 x 3 0W 1 4 x 3 0W14x30W14x30W12x19
W12x19 W12x19
W12x19 W12x19 W12x19C8x11.5W 1 8 x 3 5W 1 2 x 1 9W 2 1 x 4 8
W 2 1 x 5 0
W 2 1 x 4 4
W 2 1 x 4 4
W 2 1 x 4 4
W 1 8 x 3 5W 1 2 x 1 91 1/2" DEEP - 18 GAUGE - GALVANIZED WIDE RIB STEEL ROOF DECK
30'-8 3/4"30'-7 1/4" 12'-1 1/2" 30'-7 1/4"30'-8"30'-8"30'-7 1/4" 12'-1 1/2" 30'-7 1/4"30'-8 3/4"30'-8 3/4"12'-8 1/4"9'-11 3/4"30'-8 3/4"2'-0"30'-8 3/4"9'-11 3/4"12'-8 1/4"30'-8 3/4"2'-0"30'-0"29'-0 5/16"
1 / S-4.03 2 / S-4.03 3 / S-4.03
10 / S-4.034 / S-4.03d2012 / S-4.036 / S-4.037 / S-4.03 11 / S-4.02 13 / S-4.02
W12x19 W12x19 W12x19
W12x19W12x19W12x19
RTU - 1
RTU - 2
W12x19 W12x19 W12x19
ACOUSTIC CONCRETE FILL - 3 1/2" NORMAL WEIGHT UNREINFORCED
CONCRETE SLAB OVER TYPICAL ROOF DECK (5" TOTAL THICKNESS).
ACOUSTIC CONCRETE FILL - 3 1/2" NORMAL WEIGHT UNREINFORCED
CONCRETE SLAB OVER TYPICAL ROOF DECK (5" TOTAL THICKNESS).
CONTINUOUS HORIZONTAL BRIDGING BY
JOIST MANUFACTURER IN ACCORDANCE
WITH SJI REQUIREMENTS, TYPICAL.
CONTINUOUS HORIZONTAL UPLIFT BRIDGING
BY JOIST MANUFACTURER, TYPICAL.
W 1 8 x 3 5
1 8 K C S 2
1 8 K 5W 1 6 x 2 6W 1 6 x 2 6W 1 8 x 3 5
1 8 K C S 2
1 8 K 5W 1 6 x 2 6W 1 6 x 2 6L4(V) x 3 x 5/16 FRAME AT ROOF
DRAINS (RD) AND OVERFLOW DRAINS
(OD), REFER TO TYPICAL DETAIL.
RD
L5(V) x 3 1/2 x 5/16 CONTINUOUS
PERIMETER ANGLE AT ROOF EDGE.
EXPANSION JOINTEXPANSION
JOINT
S-6.00
2
5
S-3.10
6
S-3.10
5
S-3.11BFBF BFBF1
S-3.12
W12x19
7
S-3.10
C8x11.5 (FLAT) LOW FOLDING
PARTITION SUPPORT
.0"
HSS4x4x5/16 HANGER FOR FOLDING PARTITION
SUPPORT CHANNEL WITH L3x3x1/4 DIAGONAL BRACE
UP TO ADJACENT ROOF JOIST, TYPICAL OF FIVE (5).
FUTURE PV ARRAY AREA
SHOWN SHADED.
d9 d12
1
S-3.10
5
S-3.10
1
S-3.10
5
S-3.105
S-3.10
6
S-3.10
1
S-3.10
2
S-3.10
2
S-3.10
6
S-3.11
6
S-3.11
2
S-3.10
1
S-3.12
W12x19
2
S-3.10
2
S-3.11
1
S-3.11 C8x11.5W12x19 W12x19 W12x19 W12x19 W12x19
RD RD RD
RD RD
RD
RD
RD RD
RD
RD11 / S-4.03BFBF9'-0"9'-0"9'-0"9'-0"
9'-0"9'-0"9'-0"9'-0"
9'-0"9'-0"9'-0"9'-0"
L5(V) x 3 1/2 x 5/16 CONTINUOUS
PERIMETER ANGLE AT ROOF EDGE.
L5(V) x 3 1/2 x 5/16 CONTINUOUS
PERIMETER ANGLE AT ROOF EDGE.
L6x4L6x4L6x4L6x4L6x4L6x4L6x4L6x4L6x4L6x4L6x4L6x4L2L2L2L2L2L2L2L2L2L2L2L2
L2L2L2L2L2L2L2L2L2L2L6x4 L6x4 L6x4 L6x4 L6x4 L6x4 L6x4 L6x4 L6x4 L6x4
L2L6x4
9'-0"9'-0" 9'-0"9'-0"9'-0"9'-0"9'-0"9'-0" 9'-0"9'-0"9'-0"
L5(V) x 3 1/2 x 5/16 CONTINUOUS
PERIMETER ANGLE AT ROOF EDGE.
L5(V) x 3 1/2 x 5/16 CONTINUOUS
PERIMETER ANGLE AT ROOF EDGE.
L5(V) x 3 1/2 x 5/16 CONTINUOUS
PERIMETER ANGLE AT ROOF EDGE.
L4x4
L4x4
L4x4
L4x4
L4x4
W 1 2 x 1 9W12x19BRACKET W 1 2 x 1 9W12x19
BRACKET
1 8 K 5
30'-8 3/4"30'-8"18'-0 3/4" 8'-7 1/2" 15'-11 3/4" 10'-2" 20'-6"32'-1"29'-3" 12'-0" 30'-8"30'-8 3/4"
S-1.33C
S-1.33C
S-1.34D
S-1.33C
S-1.34DS-1.34D
S-1.33C
S-1.34D
(-8")(-8")
(-8")(-8")(-8")(-8")(-8")(-8")(-8")(-8")(-8")
(-8")
(-8")
(-8")
(-8")(-8")
(-8")(-8")
(-8")(-8")
(-8")(-8")(-8")
(-8")
............................L6x4x3/8 HUNG LINTEL
L6x4x3/8 HUNG LINTEL
L6x4x3/8 HUNG LINTEL
L6x4x3/8 HUNG LINTEL
4
S-3.11
2
S-3.11
3
S-3.11
31 k 26 k36 k26 k26 k26 k26 k38 k27 k 27 k26 k26 k26 k38 k
26 k36 k28 k26 k40 k26 k 26 k38 k27 k26 k38 k
2
S-3.12
3
S-3.12
7
S-3.13
W 1 4 x 2 2W10x15
W10x15 W10x15 W10x15 W10x15 W10x15 W10x15
OD OD
OD
W10x15
OD
OD OD
OD
OD OD
W10x15W10x15
W10x15 W 1 0
W 1 0W10x15
W10x15 W10x15W10x15 W10x15 W10x15W10x15 W 1 0W10x15
7
S-3.13
DCUc - 7
DCUc - 12
DCUc - 8
DCUc - 13
L6x4x3/8
L6x4x3/8
L6x4x3/8
L6x4x3/8
L6x4
L6x4x3/8
L6x4
L6x4x3/8
EF - 1
L4(V) x 3 x 5/16 EXHAUST FAN
ROOF OPENING FRAME. TYPICAL.
OD
OD OD
1 1 1 1 11
1 1 1 1 1 1
1
1
1
1
1
1
1
1C8x11.5C8x11.5C8x11.5C8x11.51
1
S-1.51
5
HSS 6x3x5/16POST DOW NHSS 6x3x5/16POST DOW NHSS 6x3x5/16POST DOWNHSS 6x3x5/16POST DOW NHSS 6x3x5/16POST DOWNHSS 6x3x5/16POST DOW NHSS 6x3x5/16POST DOWNHSS 6x3x5/16POST DOWNHSS 6x3x5/16POST DOW NHSS 6x3x5/16POST DOWNHSS 6x3x5/16POST DOWNHSS 6x3x5/16POST DOWN5 / S-4.03
2
S-3.11
1
1111
111
11
11
1
EXTERIOR SUN CONTROL
DEVICE, REFER TO
ARCHITECTURAL DRAWINGS.
F R A M I N G P L A N N O T E S
1.
4.ALL BEAMS ARE EVENLY SPACED BETWEEN COLUMN CENTERLINES OR DIMENSIONED STEEL
BEAMS UNLESS DIMENSIONED OTHERWISE.
5.
REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR
QUANTITY, SIZE AND LOCATION OF ALL OPENINGS AND SLEEVES REQUIRED.
6.
REFER TO STRUCTURAL DRAWING S-1.00 FOR GENERAL STRUCTURAL NOTES, PROJECT
DESIGN DATA, AND TYPICAL ABBREVIATION SCHEDULE AND FRAMING LEGENDS.
REFER TO STRUCTURAL DRAWING S-3.00 AND S-3.01 FOR TYPICAL FRAMING DETAILS.
7.
2.TOP OF STEEL BEAM ELEVATIONS SUPPORTING "K" SERIES OPEN WEB STEEL JOISTS SHALL BE
(- 2 1/2") FROM TOP OF STEEL ELEVATION INDICATED ON FRAMING PLAN.
BOTTOM OF ROOF DECK ELEVATION SHALL BE (+ 27' - 2 1/2") FROM TOP OF SLAB ON
GRADE ELEVATION (+ 0' - 0") UNLESS OTHERWISE NOTED AS (+/-) THUS FROM TOP OF
STEEL ELEVATION (+ 27' - 2 1/2"). REFER TO ARCHITECTURAL DRAWINGS FOR REFERENCE
ELEVATIONS WITH RESPECT TO SITE DATUM.
d19 d21 d23
B B
C C
RTU - 2
6'-0"6'-0"3'-8"3'-8"5'-8 1/2"6'-7 1/2"22'-8"22'-8"15'-5 1/4" 12'-1 1/2" 30'-7 1/4" 3'-1"HSS 6 x 1/2TYPICALHORIZONTAL SCREEN WALL SUPPORT
6 1/2" TO CL. OF POST and W6HSS 6 x 1/2TYPICALW 6 x 9 W 6 x 9
W 6 x 9W 6 x 9W 6 x 9W 6 x 9W 6 x 9W 6 x 9
W 6 x 99'-6" 12'-0" 10'-11 3/4" 9'-10 1/4" 9'-10" 9'-1"W 6 x 9OF VERTICAL W6 TYP.
1'-3" TO FACE
7
S-3.13
W 6 x 9 SCREEN WALL SUPPORTS AT ELEVATIONS +2'=10 1/2" and +11'-10 1/2"
1
1
1
1
1
1
1
d4 d6 d8
B B
C C
RTU - 1
3'-9 1/4"12'-1 1/2"30'-7 1/4"14'-9"22'-8"22'-8"HSS 6 x 1/2TYPICALHSS 6 x 1/2TYPICALW 6 x 9 W 6 x 9
W 6 x 9W 6 x 9W 6 x 9W 6 x 9W 6 x 9
W 6 x 9W 6 x 97
S-3.13
W 6 x 9
8'-9"10'-2 5/8"10'-2 5/8"10'-2 5/8"10'-2 5/8"11'-7 3/8"3'-8"6'-0"6'-0"3'-8"6'-0"6'-0"W 6 x 9 SCREEN WALL SUPPORTS AT ELEVATIONS +2'=10 1/2" and +11'-10 1/2"
OF VERTICAL W6 TYP.
1'-3" TO FACE
HORIZONTAL SCREEN WALL SUPPORT
6 1/2" TO CL. OF POST and W6
1
1
1
1
1
1
1
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
BA
DEAD LOAD
197 PLF
SNOW LOAD
130 PLF
30'-8 3/4"
SCREEN WALL
SNOW DRIFT LOAD
105 PLF
2'-5 1/4"3'-9"
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/26/2021 5:25:27 PMC:\Users\ENG-03\Documents\17030_s19_kbrown@girardco.com.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-1.34D
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
ROOF FRAMING PLAN
AREA - D
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
S-1.34D1/8" = 1'-0"
1ROOF FRAMING PLAN - AREA D
A B
C
D
S-1.34D1/8" = 1'-0"
ARTU-2 SCREEN WALL FRAMING PLAN
S-1.34D1/8" = 1'-0"
BRTU-1 SCREEN WALL FRAMING PLAN
S-1.34D1/4" = 1'-0"
218 K SP-01 JOIST LOADING DIAGRAM
1 03-01-21 Addendum No. 8
L
N
P
b14 b18 b20 b25
b25
b33
b33
M
b19 b21
b21
J.7
N.7
24 / S-4.01
2 / S-4.01K.8
M.5
P.7
1 / S-6.02
b30
b30 2 / S-6.02b29
b29 3 / S-6.02b28
b28
L4(V) x 3 x 5/16 FRAME AT ROOF DRAINS
(RD) AND OVERFLOW DRAINS (OD),
REFER TO TYPICAL DETAIL.RD
RD
RTU - 7
W 1 6 x 2 6
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 6 x 2 6W 1 6 x 2 6
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 2 x 3 5
W 1 6 x 2 6 W 1 6 x 4 5 W 1 6 x 4 5W 1 6 x 4 5W 2 4 x 5 5W 2 4 x 5 5W 2 4 x 5 5W 2 1 x 4 4b11
GIRDER TRUSS GT-1
GIRDER TRUSS GT-1
STEEL TRUSS T-4STEEL TRUSS T-7STEEL TRUSS T-4STEEL TRUSS T-6STEEL TRUSS T-9STEEL TRUSS T-6STEEL TRUSS T-5STEEL TRUSS T-8STEEL TRUSS T-5RD
C8x11.5C8x11.5C8x11.5C8x11.5C8x11.5C8x11.5 C8x11.5 C8x11.5
SLOPE
SLOPE
SLOPE
SLOPESLOPE
K.1
BFBF23 / S-4.01a17
a22
a26
N.5
3
S-3.07
1
S-6.03
W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 2 6W 1 2 x 1 9W 1 6 x 3 1W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 6 x 3 1W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 1 2 x 1 9W 2 1 x 5 0
W 2 1 x 5 0
W 2 1 x 5 0W14x30W 2 1 x 5 7W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 2 1 x 6 2
W 1 6 x 3 1
W 1 8 x 6 5W 1 4 x 3 0W 2 1 x 6 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 0 x 1 5W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 2 2W 1 4 x 3 0W14x38W14x43W14x43W 1 4 x 3 8W 1 4 x 3 0W 1 8 x 4 0 W 1 8 x 4 0 W 1 8 x 4 0 W 1 8 x 4 0
W 1 4 x 3 0W 1 4 x 3 0W 1 2 x 1 9
W 8 x 1 3W 1 2 x 1 9
W 1 2 x 1 9 W 8 x 1 3W 1 2 x 1 9
W12x19
W12x19 W 1 0 x 1 5W 8 x 1 3
W 1 2 x 1 9
W 1 2 x 1 9
W 1 2 x 1 9 W 8 x 1 3W 1 2 x 1 9
W 1 2 x 1 9
W 1 2 x 1 9
W 1 2 x 1 9 W 8 x 1 3W 8 x 1 3 W 1 0 x 1 5W 1 2 x 1 9
W 1 6 x 3 6
W 2 1 x 6 8
1 1/2" DEEP -18 GAUGE -GALVANIZED ROOF DECK
5
S-3.07
BFBF37'-10"
26'-9"
RTU - 5
CH - 1
RTU - 12
RTU - 8
EXPANSION J OINT
S-1.41B
S-1 .41B
S-1 .41B
S-1.41B
EXPAN SION JOI NT
3/8" THICK x 6" WIDE CONTINUOUS
PLATE (05 5000) EMBEDED INTO
TOP OF MASONRY WALLS-1.31AS-1.41BS-1.41B
S-1.31A
W14x22
W14x22
W14x22
W14x22
W14x22
W14x22
W14x22
W16x26
W 1 6 x 2 6W 1 6 x 3 1L O W R O O F B E L O W
L O W R O O F B E L O W
L O W R O O F B E L O W
4 / S-4.01
FUTURE PV ARRAY AREA
SHOWN SHADED.
FUTURE PV ARRAY AREA
SHOWN SHADED.
FUTURE PV ARRAY AREA
SHOWN SHADED.7 / S-4.0022 / S-4.01
W 1 2 x 3 5
W8x24
W8x24W8x24 W8x24PIPE 4 STD.TYPICAL OF FOURW 1 4 x 2 2W 8 x 1 3OPEN
OPEN
OPEN
OPEN
OPEN
OPEN
OPEN
OPEN
C10x15.3C10x15.3C10x15.3
C10x15.3 C10x15.3 C10x15.3
(+8 1/8")
(+8 1/8")
(+1")
(+1")
.
.
.....
...
.
RD
W14x30W10x15
S.1
S.5
a12
4
S-3.07
1
S-3.07
M.3
L.6
P.1
N.6
W10x15
7 / S-4.01
2
S-6.03
4
S-3.05
W 1 6 x 4 5 W 1 6 x 4 5L5(V) x 3 1/2 x 5/16 CONTINUOUS PERIMETER ANGLE AT ROOF EDGE.L5(V) x 3 1/2 x 5/16 CONTINUOUS PERIMETER ANGLE AT ROOF EDGE.W 1 2 x 3 5 W 1 2 x 3 5
1
S-6.03
2
S-6.03
2
S-6.03
2
S-6.03
1
S-6.03
1
S-6.03
5
S-3.05
28'-8"9'-4"10'-0"8.00°2
S-3.07
1
S-3.05
CANTIL.CANTIL.MASONRY SHEAR WALL3
S-3.05
1
S-3.06
2
S-3.05
6
S-3.08
7
S-3.08
4
S-3.09
3
S-3.08
1
S-3.08
6
S-3.13
25'-1 3/4"25'-1 1/2"25'-1 1/2"25'-1 1/2"
26'-10 1/2"20'-9 1/2"19'-0"28'-4"62'-0 1/2"
(+13")
(+13")
(+13")
(+13")(+13")(+13")(+13")(+13")
(+13")
(+13")
(+13")
(+13")
(+13")
(+13")(+13")W8x13BRACKET(+1'-10")
W6x15W6x15 W6x15
(+1'-10 1/2")
(+1'-10 1/2")
W6x15CURVED
(+1'-10 1/2")(-4 1/2")(-4 1/2")(+6 1/2")
(+1/2")
..C8x11.5C8x11.5C8x11.5 C8x11.5
EXPANSION JOINT
EF - 8
EF - 9
DCUc - 14
EF - 6EF - 10
RH - 1
DCUc - 9DCUc - 15
EXPANSION JOINT
8'-8"25'-11"17'-4"8'-7 3/4"8'-8 1/4"17'-4"25'-11"25'-1 3/4"25'-1 1/2"25'-1 1/2"25'-1 1/2"26'-10 1/2"8.00°
24'-10 1/4"20'-10 9/16"24'-4"80'-9 1/4"MASONRY
SHEAR WALL
MASONRY
SHEAR WALL
....
TYP AT COL.
L6x4x3/8 HUNG LINTEL
4'-4 1/4"RTU -9
MAX OPERATING
WEIGHT = 4500 LBS
2'-4 1/2"
2'-3 1/2"3'-0 1/2"
2'-6"
1'-11 1/2"
1'-9"9'-2"2'-11"SLOPE
SLOPE
SLOPESLOPE'A''A''A' 'A'
CONTRACTOR SHALL COORDINATE
DIMENSIONS NOTED AS 'A' WITH
CONTRACTOR SELECTED VENDOR
CERTIFIED DIMENSION DRAWINGS.
BP
HOIST BEAM
BELOW (05 5000)
CONTINUOUS 5/16" BENT PLATE, SEE SECTIONS.2"CL
8.00°6'-0"7'-4 1/2"4'-8"
W6x15
.
WP HS
S
6x
4
x
3
/8P
OS
T
DOWNH SS6x4 x3 /8
P O ST D O W N
H SS 6 x4 x3 /8
PO ST D O W N
H S S 6 x4 x3/8
PO S T D O W N 8'-10 9/16"4
S-3.10
(+19")(+9 1/2")(+9 1/2")(+19")(+9 1/2")(+9 1/2")(+9 1/2")(+19")(+9 1/2")RTU-7
MAX OPERATING
WEIGHT = 2500 LBS RIDGE(+19") (+19")(+19") (+19")(+19")(+9 1/2") (+9 1/2")RIDGE(+9 1/2") (+9 1/2")
RTU - 6
MAX OPERATING
WEIGHT = 8550 LBS
(+9 1/2") (+9 1/2")
....(+9 1/2") (+9 1/2")
..
..(+9 1/2")(+9 1/2")(+9 1/2")(+19")(+19")(+9 1/2")(+9 1/2")(+9 1/2")
CONTINUOUS HUNG LINTEL, REFER TO FRAMING SECTIONS.
CONTINUOUS HUNG LINTEL, REFER TO FRAMING SECTIONS.13 / S-4.01 6 / S-4.015 / S-4.01CONTINUOUS HUNG LINTEL, REFER TO FRAMING SECTIONS.
4
S-3.10
5'-4"
7'-7"
4'-6"4'-2"4'-2"5'-0 1/2"7'-9 1/2"
5'-7"7'-3"7'-2 3/4"7'-2 3/4"5'-9 1/2"5'-3 1/2"'A''A'BP W 8 x 28
ADDITIONAL # 4
AROUND OPENING.
4 1/2" CONCRETE SLAB
OVER 2" 18 GAUGE,
GALVANIZED
COMPOSITE DECK.3 1/2" DEEP, 18 GAUGE, GALVANIZED ACOUSTICAL DOVETAIL ROOF DECK'A' 'A'
TYPICAL AT
HSS6x4x3/8 POST
R=3'-11 1/4"82.00°CONTINUOUS 5/16" BENT
PLATE, SEE SECTIONS.
(+1'-10 1/2")(+1'-10 1/2")
W10x26
W 1 0 x 2 6W 1 0 x 2 6W10x26
W10x26
W 1 0 x 2 6W 1 0 x 2 64'-9 1/2"7'-3"12'-9"8'-9 3/4"3'-11 1/4"( +3'-9 1/2" )
( +4'-0 3/4" )
( +4'-4" )
T.STEEL ELEV.
T.STEEL ELEV.
T.STEEL ELEV.
..
..
1 1/2" DEEP - 18 GAUGE -
GALVANIZED ROOF DECKP5P5P5P5P5P5STEEL POST (P5) HSS 5x5x3/8,
6 LOCATIONS.
11"
b15.5
b12.3
a13
EF - 13
ACOUSTIC CONCRETE FILL -3 1/2"
NORMAL WEIGHT UNREINFORCED
CONCRETE SLAB OVER TYPICAL
ROOF DECK (5" TOTAL THICKNESS).
2
5'-3 5/8"
7'-7"
7'-6 3/8"
OD
2
2
EF -6
2
OD
ODOD
L4(V) x 3 x 5/16 FRAME AT ROOF DRAINS (RD) AND
OVERFLOW DRAINS (OD), REFER TO TYPICAL DETAIL.
RDOD
2 2
22
C8x11.5
C8x11.5
C8x11.5
C8x11.5
2
2
2
2
C8x11.5
RD OD
C10x15.3
C10x15.3
C10x15.3
L5(V) x 3 1/2 x 5/16 SAFETY RAIL POST SUPPORT
TYPICAL. COORDINATE WITH RAIL POST LOCATIONS.
L5 L5 L5
L5 L5
L5 L5 L5 L5 L5 L5 L5 L5 L5
L5L5L52
2
F R A M I N G P L A N N O T E S
ALL BEAMS ARE EVENLY SPACED BETWEEN COLUMN CENTERLINES OR DIMENSIONED STEEL
BEAMS UNLESS DIMENSIONED OTHERWISE.
REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR
QUANTITY, SIZE AND LOCATION OF ALL OPENINGS AND SLEEVES REQUIRED.
REFER TO STRUCTURAL DRAWING S-1.00 FOR GENERAL STRUCTURAL NOTES, PROJECT
DESIGN DATA, AND TYPICAL ABBREVIATION SCHEDULE AND FRAMING LEGENDS.
REFER TO STRUCTURAL DRAWING S-3.00 AND S-3.01 FOR TYPICAL FRAMING DETAILS.
1. BOTTOM OF ROOF DECK REFERENCE ELEVATION SHALL BE (+ 32' - 10 1/2") FROM TOP OF
SLAB ON GRADE ELEVATION (+ 0' - 0") UNLESS OTHERWISE NOTED AS (+/-) THUS FROM
TOP OF STEEL REFERENCE ELEVATION (+ 32' - 10 1/2"). REFER TO ARCHITECTURAL
DRAWINGS FOR REFERENCE ELEVATIONS WITH RESPECT TO SITE DATUM.
2.
3.
4.
5.
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/8" = 1'-0"2/26/2021 5:25:28 PMC:\Users\ENG-03\Documents\17030_s19_kbrown@girardco.com.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-1.41B
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
HIGH ROOF FRAMING
PLAN - AREA B
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/8" = 1'-0"
ROOF FRAMING PLAN - AREA B
1 2-12-21 Structural Bulletin No. 1
2 03-01-21 Addendum No. 8
(addendum 2)
d1 d3 d5 d10 d14 d16 d18 d22 d24
D D
II
JJ
D.1 D.1
C115
C116
d20
29'-0 5/16"
30'-0"
30'-8 3/4"30'-8"42'-8"30'-8"32'-1"29'-3" 12'-0" 30'-8"30'-8 3/4"2'-0"2'-0"TYP.S-1.51
A
HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16
d9
3
S-3.11
HSS 6x5x5/16 HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 HSS 6x5x5/16 HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 HSS 6x5x5/16 HSS 6 x 5 x 5/16 HSS 6x5x5/16 HSS 6x5x5/16 HSS 6x5x5/16 HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 HSS 6x5x5/163/16" 03/8" PLCANTIL.HSS 6x3x5/163/16" PL
3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PLHSS 6x3x5/16HSS 6x3x5/16HSS 6x3x5/16HSS 6x3x5/16HSS 6x3x5/16HSS 6x3x5/16HSS 6x3x5/16HSS 6x3x5/16HSS 6x3x5/16HSS 6x3x5/16HSS 6x3x5/16HSS 6x3x5/16"A" "A""A" "A"13'-11 1/4" 12'-9" 15'-11 3/4" 15'-0" 15'-8"7'-11"8'-11""A""A" "A""A" "A"
2 2 2
d1 d3 d5 d14 d16 d18 d22 d24
D D
II
JJ
D.1 D.1
C115
C116
d20
30'-8 3/4"30'-8"26'-8 1/4"26'-1 3/4"20'-6"32'-1"29'-3" 12'-0" 30'-8"30'-8 3/4"2'-0"2'-0"29'-0 5/16"30'-0"
TYP.S-1.51
A
HSS 6 x 5 x 5/16HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16HSS 6x3x5/16d9 d12
3
S-3.113/16" 03/8" PLCANTIL.3/16" PL
3/16" 03/16" 03/16" 03/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/16" PL 3/16" PL 3/16" PL
HSS 6 x 5 x 5/16 HSS 6x5x5/16HSS 6x3x5/163/16" 03/16" 03/16" 03/16" 03/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.CANTIL.3/8" PLHSS 6 x 5 x 5/16HSS 6x5x5/16 HSS 6x3x5/16HSS 6x3x5/163/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/16" 03/16" 03/16" 03/16" 03/16" 03/16" PL 3/16" PL 3/16" PL 3/16" PL 3/16" PL
3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.HSS 6x3x5/16HSS 6x3x5/163/16" 03/16" 03/16" 03/8" PLCANTIL.3/8" PLCANTIL.3/16" PL 3/16" PL 3/16" PL
HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 3/16" 03/16" 03/16" 03/16" 03/16" 03/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/16" PL 3/16" PL 3/16" PL 3/16" PL 3/16" PL
HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 HSS 6x5x5/16 3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
HSS 6x5x5/16 HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 HSS 6x5x5/16HSS 6x3x5/16HSS 6x3x5/16HSS 6x3x5/16HSS 6x3x5/16HSS 6x3x5/16HSS 6x3x5/163/16" PL3/16" PL3/16" PL3/16" PL
"A" "A""A" "A"12'-11 1/2"13'-2 1/4"12'-9"13'-11 1/4"17'-7" 14'-6" 7'-11" 21'-4""A" "A""A" "A"
222
H H
c1 c3 c5 c7 c9 c11 c13 c15 c17 c19 c21
b22
b24
H.1 H.1
b16
10'-2"
30'-8 3/4"30'-8"12'-0"30'-8"30'-8"30'-8"30'-8"12'-0"30'-8"30'-8 3/4"2'-6"2'-6"HSS 6x5x5/16 HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 HSS 6x5x5/16 HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 HSS 6x5x5/16 HSS 6x5x5/16 HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 HSS 6x5x5/16 HSS 6x5x5/16 HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 HSS 6x5x5/16
TYP.S-1.51
A
b15
9'-6"3/16" 03/8" PLCANTIL.HSS 6x3x5/163/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/16" 03/16" 03/16" PL 3/16" PL
3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/16" 03/16" PL
3/16" 03/16" PL
3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PLHSS 6x3x5/16HSS 6x3x5/16HSS 6x3x5/16HSS 6x3x5/16HSS 6x3x5/16HSS 6x3x5/16HSS 6x3x5/16HSS 6x3x5/16HSS 6x3x5/16HSS 6x3x5/16HSS 6x3x5/16HSS 6x3x5/16HSS 6x3x5/16HSS 6x3x5/16"A""A"15'-4"15'-4""A""A""A""A""A" "A""A""A""A""A""A""A"
2 2 2
HSS 6 x 5 x 5/16
COORDINATE WITH ARCH. AND MECH.
8'-0" MAXIMUM
CL CL
CL
CL CL
CL
CL
.COORDINATE LOCATION OF
ANGLE WITH ARCHITECTURE.
.COORDINATE LOCATION OF
ANGLE WITH ARCHITECTURE..5"
EQEQEQEQ
3/8" THICK x 4" WIDE VERTICAL STEEL PLATESTEEL COLUMN. REFER TO
COLUMN SCHEDULE FOR SIZE.
HSS POST, REFER TO PLAN FOR SIZE. COORDINATE LOCATION
WITH ARCHITECTURAL WINDOW LOCATIONS AND DIMENSIONS.
COORDINATE WITH ARCHITECTURE
SEE PLAN
COORDINATE WITH ARCHITECTURE
SEE PLAN
COORDINATE WITH ARCHITECTURE
SEE PLANSEE FRAMING SECTION3/8" THICK x 4" WIDE VERTICAL STEEL PLATE3/8" THICK x 4" WIDE VERTICAL STEEL PLATE3/8" THICK x 4" WIDE VERTICAL STEEL PLATE3/8" THICK x 4" WIDE VERTICAL STEEL PLATE3/16" DIA. STEE ROD3/16" DIA. STEE ROD3/16" DIA. STEE ROD3/16" DIA. STEE ROD3/16" THICK x 4" WIDE VERTICAL STEEL PLATE 3/16" THICK x 4" WIDE VERTICAL STEEL PLATE 3/16" THICK x 4" WIDE VERTICAL STEEL PLATE 3/16" THICK x 4" WIDE VERTICAL STEEL PLATE
HSS 6 x 5 x 5/16HSS 6 x 5 x 5/16
EQEQ
CANTILEVER PLATECANTILEVER PLATE CANTILEVER PLATE CANTILEVER PLATE CANTILEVER PLATE
POST POST(05 5000)(05 5000)(05 5000)(05 5000)(05 5000)(05 5000)(05 5000)(05 5000)(05 5000)(05 5000)(05 5000)(05 5000)(05 5000)
(05 1200)(05 1200)(05 1200).1 1/2"
2
222
H H
c1 c3 c5 c7 c9 c11 c13 c15 c17 c19 c21
b22
b24
H.1 H.1
b16
10'-2"
30'-8 3/4"30'-8"12'-0"30'-8"30'-8"30'-8"30'-8"12'-0"30'-8"30'-8 3/4"
HSS 6x5x5/16 HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 HSS 6x5x5/16 HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 HSS 6x5x5/16 HSS 6x5x5/16 HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 HSS 6x5x5/16 HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 HSS 6x5x5/162'-6"2'-6"b15
"A""A""A""A"15'-4"15'-4""A""A""A" "A"15'-4"15'-4""A""A""A""A"
9'-6"3/16" 03/8" PLCANTIL.3/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/16" 03/16" PL
3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/16" PL 3/16" PL
3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/16" PL 3/16" PL 3/16" PL 3/16" PL 3/16" PL 3/16" PL 3/16" PL 3/16" PL 3/16" PL 3/16" PL 3/16" PL 3/16" PL 3/16" PL 3/16" PL 3/16" PL 3/16" PL 3/16" PL 3/16" PL 3/16" PL 3/16" PL 3/16" PL 3/16" PL 3/16" PL 3/16" PL
3/8" PLCANTIL.3/8" PLCANTIL.3/16" PL 3/16" PL
3/16" 03/16" 03/16" 03/16" 03/16" 03/16" 03/8" PLCANTIL.3/16" 03/16" 03/16" 03/16" 03/16" 03/16" 03/16" 03/16" 03/16" 03/16" 03/16" 03/16" 03/16" 03/16" 03/16" 03/16" 03/16" 03/16" 03/8" PLCANTIL.3/8" PLCANTIL.3/16" 03/16" 03/16" 03/16" 0HSS 6x3x5/16HSS 6x3x5/16HSS 6x3x5/16HSS 6x3x5/16HSS 6x3x5/16HSS 6x3x5/16HSS 6x3x5/16HSS 6x3x5/16HSS 6x3x5/16HSS 6x3x5/16HSS 6x3x5/16HSS 6x3x5/16HSS 6x3x5/16HSS 6x3x5/16222
V V
W W
a6 a15a8
V.5 V.5
a5a1a3 a9
20'-0" 21'-6 1/2" 20'-0"29'-11 1/4"17'-3" 27'-6 1/4" 4'-8 1/2"19'-8 3/4"13'-10 1/4"4'-8 1/2"19'-8 3/4"18'-6 3/4"HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16 HSS 6 x 5 x 5/16
COORDINATE DIMENSIONS OF FRAMING ELEMENTS
WITH ARCHITECTURE, MEP, AND EQUIPMENT
DIMENSIONS AND MOUNTING DETAILS. REFER TO
TYPICAL LIGHT SHELF FRAMING PLAN.
a14
V.9
2
S-3.02
3/16" P
3/16" 03/16" 03/16" 03/16" 03/16" 03/16" 03/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.L 3/16" PL 3/16" PL 3/16" PL 3/16" PL 3/16" PL
3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/16" 03/16" 03/16" PL 3/16" PL
3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/16" 03/16" 03/16" 03/16" 03/16" PL 3/16" PL 3/16" PL 3/16" PL
3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/8" PLCANTIL.3/16" 03/16" 03/16" 03/16" 03/16" 03/16" PL 3/16" PL 3/16" PL 3/16" PL 3/16" PL
CANTIL.
CANTIL.3/16" PL3/16" 0
3/8" PL
3/8" PL
CANTIL.
3/8" PL
CANTIL.
3/8" PL
CANTIL.
3/8" PL
3/16" PL3/16" 03/16" PL3/16" 03/16" PL3/16" 0
CANTIL.
3/8" PL
CANTIL.
3/8" PL
CANTIL.
3/8" PL
CANTIL.
3/8" PL
CANTIL.
3/8" PL
3/16" 0
3/16" 0
3/16" 0
3/16" 0
3/16" PL3/16" PL3/16" PL3/16" PLCOORDINATE DIMENSIONS OF FRAMING ELEMENTS
WITH ARCHITECTURE, MEP, AND EQUIPMENT
DIMENSIONS AND MOUNTING DETAILS. REFER TO
TYPICAL LIGHT SHELF FRAMING PLAN.
COORDINATE DIMENSIONS OF FRAMING ELEMENTS
WITH ARCHITECTURE, MEP, AND EQUIPMENT
DIMENSIONS AND MOUNTING DETAILS. REFER TO
TYPICAL LIGHT SHELF FRAMING PLAN.
CL CL
9'-11 3/4"9'-11 3/4"9'-11 3/4"
HSS 6 x 5 x 5/16HSS 6 x 5 x 5/16HSS 6 x 5 x 5/16HSS 6 x 5 x 5/16HSS 6 x 5 x 5/16HSS 6 x 5 x 5/16HSS 6 x 5 x 5/16HSS 6 x 5 x 5/16
CL CL CLCLCLCL
10'-0" 10'-0" 10'-9 1/4" 10'-9 1/4" 10'-0" 10'-0"8'-7 1/2" 8'-7 1/2" 10'-0" 10'-6" 7'-0 1/4"11'-0"7'-6 3/4"CL7'-6"12'-2 3/4"HSS6x4x1/2HSS6x4x1/2HSS6x4x1/2HSS6x4x1/2HSS6x4x1/2HSS6x4x1/2HSS6x4x1/2HSS6x4x1/2HSS6x4x1/2HSS6x4x1/21
S-3.02 6'-6"13'-2 3/4"CLHSS 6x5x5/16HSS6x4x1/22
2
2 HSS6x5x5/16HSS6x5x5/16HSS6x5x5/16HSS6x5x5/16(+11'-7") (+11'-7")(+11'-7")(+11'-7")20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/26/2021 5:25:30 PMC:\Users\ENG-03\Documents\17030_s19_kbrown@girardco.com.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-1.51
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
PARTIAL FRAMING
PLANS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
S-1.511/8" = 1'-0"
4FIRST FLOOR RADIANT PANEL FRAMING PLAN - AREA D
A B
C
D
S-1.511/8" = 1'-0"
5SECOND FLOOR RADIANT PANEL FRAMING PLAN - AREA D
S-1.511/8" = 1'-0"
3SECOND FLOOR RADIANT PANEL FRAMING PLAN - AREA C
S-1.511/2" = 1'-0"
ATYPICAL RADIANT PANEL FRAMING PLAN
S-1.511/8" = 1'-0"
2FIRST FLOOR RADIANT PANEL FRAMING PLAN - AREA C
S-1.511/8" = 1'-0"
1FIRST FLOOR RADIANT PANEL FRAMING PLAN - AREA A
1 2-12-21 Structural Bulletin No. 1
2 03-01-21 Addendum No. 8
NOTE: TOP OF HORIZONTAL HSS 6x5x5/16 STEEL TUBE ELEVATION SHALL BE (+) 8' - 7" MEASURED FROM TOP OF SLAB ON GRADE
ELEVATION (+) 0' - 0" UNLESS OTHERWISE NOTED AS (+) X' - X" MEASURED FROM TOP OF SLAB ON GRADE ELEVATION (+) 0' - 0".
NOTE: TOP OF HORIZONTAL HSS 6x5x5/16 STEEL TUBE ELEVATION SHALL BE (+) 8' - 7" MEASURED FROM TOP OF SLAB ON GRADE
ELEVATION (+) 0' - 0" UNLESS OTHERWISE NOTED AS (+) X' - X" MEASURED FROM TOP OF SLAB ON GRADE ELEVATION (+) 0' - 0".
NOTE: TOP OF HORIZONTAL HSS 6x5x5/16 STEEL TUBE ELEVATION SHALL BE (+) 8' - 7" MEASURED FROM TOP OF SLAB ON GRADE
ELEVATION (+) 0' - 0" UNLESS OTHERWISE NOTED AS (+) X' - X" MEASURED FROM TOP OF SLAB ON GRADE ELEVATION (+) 0' - 0".
NOTE: TOP OF HORIZONTAL HSS 6x5x5/16 STEEL TUBE ELEVATION SHALL BE (+) 8' - 7" MEASURED FROM TOP OF SLAB ON GRADE
ELEVATION (+) 0' - 0" UNLESS OTHERWISE NOTED AS (+) X' - X" MEASURED FROM TOP OF SLAB ON GRADE ELEVATION (+) 0' - 0".
NOTE: TOP OF HORIZONTAL HSS 6x5x5/16 STEEL TUBE ELEVATION SHALL BE (+) 8' - 7" MEASURED FROM TOP OF SLAB ON GRADE
ELEVATION (+) 0' - 0" UNLESS OTHERWISE NOTED AS (+) X' - X" MEASURED FROM TOP OF SLAB ON GRADE ELEVATION (+) 0' - 0".2
2
2
2
2
(addendum 2)
BAR SIZE
DEVELOPMENT LENGTH SPLICE LENGTH
"SIDE LAP" ALL LAP SPLICES TO PROVIDE MAXIMUM MOMENT
CAPACITY.
MAINTAIN MINIMUM CONCRETE COVER TO REINFORCING
BARS PER ACI-318.
1.
2.
NOTES:
# 3 17" 22"
# 4 22" 29"
# 5 28" 35"
# 6 33" 43"
# 7 48" 63"
# 8 55" 72"
# 9 62" 81"
# 10 70" 91"
# 11 78" 101"
MINIMUM COVER TO SPLICED BAR = 3"3.
MINIMUM CLEAR SPACING ADJACENT BAR = 6"4.
DETAILED SPLICES AND BAR LENGTHS IN THE DRAWINGS SHALL
GOVERN OVER SCHEDULE.
5.
22"
29"
36"
43"
63"
72"
81"
91"
101"
HORIZ.
BOTTOM BARS
ALL
OTHERS
HORIZ.
BOTTOM BARS
ALL
OTHERS
28"
37"
47"
56"
81"
93"
105"
118"
131"
SCHEDULE IS FOR USE WITH GALVANIZED OR UNCOATED
GRADE 60 REBAR IN 3,000 PSI NORMAL WEIGHT CONCRETE.
MULTIPLY THE LENGTH SHOWN BY THE REQUIRED FACTORS
FOR OTHER SITUATIONS.
EPOXY COATED BARS WITH COVER LESS
THAN (3) BAR DIAMETERS OR CLEAR
SPACING LESS THAN 6 BAR DIAMETERS.
1.50
ALL OTHER EPOXY COATED REBAR. 1.20
LIGHTWEIGHT CONCRETE 0.75
a.
b.
c.
3,500 PSI CONCRETEd.
4,000 PSI CONCRETE
5,000 PSI CONCRETE
0.87
0.78
0.93
7.
e.
f.
HORIZONTAL BOTTOM BARS ARE THOSE WITH LESS THAN 12" OF
FRESH CONCRETE CAST BELOW THE BAR.
6.
CONCRETE REINFORCING TENSION LAP SPLICE
AND DEVELOPMENT LENGTH SCHEDULE
C O N T I N U O U S F O O T I N G - E L E V A T I O N
F O U N D A T I O N W A L L - P L A N
CONTINUOUS 2x4 FORMED
HORIZONTAL KEYED JOINTFACE OF WALL
TYPICAL WALL REINFORCING,
REFER TO FOUNDATION SECTIONS.
CONTINUOUS WATERSTOP, REFER
TO PROJECT SPECIFICATIONS.
INTERIOR FACE OF
FOUNDATION WALL.
FOR SPLICE LENGTH
REFER TO SCHEDULE
CONTINUOUS VERTICAL
2x FORMED KEYED JOINT.
FOR SPLICE LENGTH
REFER TO SCHEDULETYPICAL FOOTING REINFORCING,
REFER TO FOUNDATION SECTIONS.
BOTTOM OF FOOTING
FOUNDATION WALL AND FOOTING CONSTRUCTION JOINTS SHALL BE LOCATED AT 60'-0" o.c. MAXIMUM.
REFER TO PROJECT SPECIFICATIONS.
NOTES:
1.
T
.Tww KEY SIZE
8"
10"
12"
14"
16"+
2 x 4
2 x 8
2 x 6
2 x 4
2 x 4
.1/2", TYP.
FORMED KEY SCHEDULE
E X T E R I O R C O R N E R
R E - E N T R A N T C O R N E R
ADDITIONAL 4 # 4
VERTICAL, TYPICAL
TYPICAL WALL REINFORCING,
REFER TO FOUNDATION
SECTIONS.
BENT BARS AT CORNER, SIZE AND
SPACING TO MATCH HORIZONTAL
WALL REINFORCING..REFER TO SCHEDULE
FOR SPLICE LENGTH
ADDITIONAL 4 # 4
VERTICAL, TYPICAL
TYPICAL WALL REINFORCING, REFER
TO FOUNDATION SECTIONS.TYPICAL2'-6" BEND.
HOOK
ADDITIONAL BENT CORNER BARS,
SIZE AND SPACING TO MATCH
HORIZONTAL WALL REINFORCING.1'-0"90°
.
HOOK
90°
SAW-CUT CONTRACTION JOINT
1/4 DEPTH OF SLAB. FILL WITH
SEMIRIGID JOINT FILLER, REFER
TO PROJECT SPECIFICATIONS.
T Y P I C A L S L A B C O N T R A C T I O N J O I N T
T Y P I C A L S L A B C O N S T R U C T I O N J O I N T DEPTHSLAB2"C.J.WELDED WIRE FABRIC FROM CUT
SHEETS ONLY SET ON CHAIRS.
W.W.F. SHALL BE CONTINUOUS
THROUGH CONTRACTION JOINT.
WELDED WIRE FABRIC FROM CUT
SHEETS ONLY SET ON CHAIRS.
DISCONTINUE AT FORMED JOINT.
SMOOTH # 6 REINFORCING BAR x 14" LONG AT
12" o.c. CENTERED ON JOINT. PROVIDE SLEEVE
ONE SIDE OR GREASE TO FULLY RELEASE BOND.
FORMED CONSTRUCTION JOINT
EQEQ2"ALIGN DOWELS PARALLEL IN
HORIZONTAL AND VERTICAL PLANES
IN ACCORDANCE WITH ACI-117
SAW-CUT ALONG FORMED JOINT 1" DEEP
AND FILL WITH SEMI-RIGID JOINT FILLER CJ3"
REFER TO FOUNDATION PLAN AND/OR PROJECT SPECIFICATIONS FOR JOINT SPACING,
SAW-CUTTING, AND JOINT FILLING REQUIREMENTS.
REFER TO PROJECT SPECIFICATIONS AND GEOTECHNICAL REPORT FOR UNDERSLAB SOIL
PREPARATION REQUIREMENTS AND GUIDELINES.
1.
2.
NOTES:
DOWELS AT SLAB ON GRADE CONSTRUCTION JOINTS SHALL BE PROPERLY SECURED TO
PREVENT MISALIGNMENT OR DISPLACEMENT DURRING FIRST CONCRETE PLACEMENT.
3.
SAWCUT CONTRACTION JOINT
UNDERSLAB VAPOR BARRIER, REFER
TO PROJECT SPECIFICATIONS AND
STRUCTURAL NOTES.
GALVANIZED LIGHT GAGE METAL KEY
FORM, REFER TO PROJECT SPECIFICATIONS.
UNDERSLAB VAPOR BARRIER, REFER
TO PROJECT SPECIFICATIONS AND
STRUCTURAL NOTES.
REFER TO TYPICAL STEEL PENETRATION SUPPORT FRAME DETAIL FOR UNDERSLAB SUPPORT
REQUIREMENTS AT ALL COMPOSITE AND FRAMED CONCRETE SLAB LOCATIONS.
TYPICAL # 4 PERIMETER BARS EACH
SIDE OF SLAB PENETRATION.
TYPICAL # 4 DIAGONALS x 4'-0" LONG
AT CORNERS OF SLAB PENETRATION.
PROVIDE THE REINFORCING INDICATED AROUND ALL SLAB OPENINGS GREATER THAN 18" x 18".
NOTES:
1.
2.
OPEN
.2'-0"
TYPICAL
THE CONTRACTOR SHALL COORDINATE THE SIZE AND LOCATION OF ALL CONCRETE SLAB
PENETRATIONS WITH THE FULL SET OF CONTRACT DOCUMENTS AND COORDINATION DRAWINGS
INCLUDING ARCHITECTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS.
3.
CONCRETE SLAB ON GRADE,
REFER TO FOUNDATION
PLAN FOR TOP OF SLAB
ELEVATION
REFER TO FOUNDATION PLAN FOR
DEPTH OF SLAB DEPRESSIONS.
8" 1'-0"
SMOOTH # 6 REBAR x 14" LONG AT 12" o.c.
CENTERED ON JOINT, PROVIDE SLEEVE ONE
SIDE OR GREASE TO FULLY RELEASE BOND.
TYPICAL ISOLATION JOINT
.REFER TO FOUNDATION PLAN FOR LOCATION AND DEPTH OF DEPRESSED SLABS. COORDINATE THE FULL
EXTENT OF WORK WITH THE ARCHITECTURAL DRAWINGS AND SPECIFCATIONS.
NOTES:
1.
UNDERSLAB VAPOR RETARDER AT NEW
CONCRETE SLABS, REFER TO PROJECT
SPECIFICATIONS AND STRUCTURAL NOTES.
F O O T I N G P I P E P E N E T R A T I O N
WALL FOOTING
TYPICAL BOTTOM BARS IN
CONCRETE WALL, REFER TO
FOUNDATION SECTIONS.
CLR.
6"
CLR.
6".6" CLEAR
TYPICAL FOOTING
REINFORCING, STOP EACH
SIDE OF PENETRATION..CONTINUE FOOTING AND
REINFORCEMENT BENEATH
PENETRATION IF BOTTOM OF PIPE IS
4" OR MORE ABOVE TOP OF FOOTING..6" CLEAR
CLR.
6"
CLR.
6"
TYPICAL FOOTING
REINFORCING, STOP EACH
SIDE OF PENETRATION.
TYPICAL BOTTOM BARS IN
CONCRETE WALL, REFER TO
FOUNDATION SECTIONS.
BENT BARS TO MATCH SIZE AND
SPACING OF TYPICAL CONCRETE
WALL BOTTOM BARS.
TYPICAL
30 BAR DIA.
TYPICAL
30 BAR DIA.
W A L L P I P E P E N E T R A T I O N
PIPES, CONDUITS OR DUCT BANK.
30" DIA. FORMED JOINT AROUND COLUMN.
PLACE CONCRETE IN FORMED VOID AFTER
MAIN SLAB IS PLACED AND BUILDING DEAD
LOADS HAVE BEEN APPLIED.
SAWCUT SLAB CONTRACTION JOINTS
FILLED WITH SEMI-RIGID JOINT FILLER.
REFER TO PROJECT SPECIFICATIONS.
WRAP FORMED JOINT WITH 1/4"
THICK PREMOLDED JOINT FILLER
PRIOR TO PLACING CONCRETE
AROUND COLUMN. FINISH JOINT
WITH SEMI-RIGID JOINT FILLER.
24" x 24" FORMED JOINT AROUND COLUMN.
PLACE CONCRETE IN FORMED VOID AFTER
MAIN SLAB IS PLACED AND BUILDING DEAD
LOADS HAVE BEEN APPLIED.
STEEL COLUMN, REFER TO COLUMN
SCHEDULE FOR SIZE. COAT BASE OF
COLUMN EMBEDDED IN CONCRETE
WITH BITUMASTIC COATING, REFER
TO PROJECT SPECIFICATIONS.
SAWCUT SLAB CONTRACTION JOINTS
FILLED WITH SEMI-RIGID JOINT FILLER.
REFER TO PROJECT SPECIFICATIONS.
WRAP FORMED JOINT WITH 1/4"
THICK PREMOLDED JOINT FILLER
PRIOR TO PLACING CONCRETE
AROUND COLUMN. FINISH JOINT
WITH SEMI-RIGID JOINT FILLER.
STEEL COLUMN, REFER TO COLUMN
SCHEDULE FOR SIZE. COAT BASE OF
COLUMN EMBEDDED IN CONCRETE
WITH BITUMASTIC COATING, REFER
TO PROJECT SPECIFICATIONS.
PROVIDE EITHER DIAMOND OR CIRCULAR COLUMN CONTROL JOINT PATTERN AT CONTRACTORS OPTION.1.
NOTES:
WRAP COLUMN WITH 1/4" THICK PREMOLDED
JOINT FILLER PRIOR TO PLACING CONCRETE
AROUND COLUMN.
WRAP COLUMN WITH 1/4" THICK PREMOLDED
JOINT FILLER PRIOR TO PLACING CONCRETE
AROUND COLUMN.
10"
5"
EACH WAY. SET ENDS IN DRILLED
HOLES WITH EPOXY ADHESIVE
2 1/2" MIN. EMBEDMENT.
# 3 HOOP TIES
3/4" CONTINUOUS
CHAMFER ALL AROUND CONCRETE SLAB, REFER TO FOUNDATION PLAN
FOR THICKNESS AND REINFORCING. MAINTAIN
THICKNESS UNDER HOUSEKEEPING PAD.
6" THICK CONCRETE PAD REINFORCED
WITH # 3 AT 12" o.c. EACH WAY, TOP.MECHANICAL EQUIPMENTAT 24" o.c.
SCURRY EXISTING SLAB OR ROUGH
BROOM FINISH NEW SLAB SURFACE
UNDER HOUSEKEEPING PAD
6"MIN.
6" "A"
MIN.
6"
NOTES:
1. THE CONTRACTOR SHALL COORDINATE DIMENSIONS NOTED AS "A" WITH SIZE OF MECHANICAL EQUIPMENT SUPPLIED.
2. REFER TO MECHANICAL DRAWINGS FOR THE ANCHORAGE OF MECHANICAL EQUIPMENT TO THE HOUSEKEEPING PAD..1" CLEAR
5"
REFER TO COLUMN SCHEDULE, PLAN
DETAILS, AND NOTES FOR COLUMN BASE
PLATE, GROUT, AND ANCHOR RODS.
REINFORCED CONCRETE SLAB ON
GRADE, REFER TO FOUNDATION PLAN.
FORMED COLUMN CONTROL JOINT AROUND
COLUMN. POUR CONCRETE AFTER MAIN
SLAB IS PLACED AND BUILDING DEAD LOAD
IS APPLIED. REFER TO TYPICAL DETAIL.
STEEL COLUMN, REFER TO SCHEDULE FOR SIZE.
3" CLEAR, TYPICAL
POSITION ANCHOR RODS IN CONCRETE
FORMWORK PRIOR TO PLACEMENT.
PIER REINFORCING, REFER TO PIER
SCHEDULE FOR SIZE AND SPACING. .FOR SIZE AND REINFORCEMENT
REFER TO FOOTING SCHEDULE
.
BOTTOM OF FOOTING
ELEV. = REFER TO PLAN
2" CLEAR
3" CLEAR
UNDERSLAB VAPOR BARRIER, REFER
TO PROJECT SPECIFICATIONS AND
STRUCTURAL NOTES.
3" CLEAR
3" CLEAR
STEEL COLUMN, REFER
TO SCHEDULE FOR SIZE..FOR SIZE AND REINFORCEMENT
REFER TO FOOTING SCHEDULE
.
BOTTOM OF FOOTING
ELEV. = REFER TO PLAN
FORMED COLUMN CONTROL JOINT AROUND
COLUMN. POUR CONCRETE AFTER MAIN
SLAB IS PLACED AND BUILDING DEAD LOAD
IS APPLIED. REFER TO TYPICAL DETAIL.
REFER TO COLUMN SCHEDULE, PLAN
DETAILS, AND NOTES FOR COLUMN BASE
PLATE, GROUT, AND ANCHOR RODS.
REINFORCED CONCRETE SLAB ON
GRADE, REFER TO FOUNDATION PLAN.
UNDERSLAB VAPOR
BARRIER, REFER TO
PROJECT SPECIFICATIONS
AND STRUCTURAL NOTES.
REINFORCED CONCRETE PIER AND REINFORCEMENT
CENTERED ON COLUMN GRID LINES, REFER TO PIER
SCHEDULE FOR SIZE AND REINFORCING.
CONTINUOUS HORIZONTAL FOUNDATION WALL
REINFORCEMENT THROUGH PIER, TYPICAL.
# 9 GALVANIZED WIRE TIE AT 16" o.c. VERTICAL.
STEEL FABRICATOR TO PROVIDE AND WELD TO
COLUMNS AT ALL VENEER LOCATIONS.
BEND DOWN DISCONTINUOUS BARS
AT POCKET EACH SIDE. EXTEND 1'-0"
BELOW BOTTOM OF POCKET
FOR SIZE AND REINFORCEMENT
REFER TO FOOTING SCHEDULE
STEEL COLUMN, REFER
TO SCHEDULE FOR SIZE.EXTERIOR FINISH, REFER TO
ARCHITECTURAL DRAWINGS.
4" MIN.
POSITION ANCHOR RODS IN CONCRETE
FORMWORK PRIOR TO PLACEMENT.
BOTTOM OF FOOTING
ELEV. = REFER TO PLAN..3" CLEAR, TYPICAL
3" CLEAR
REINFORCED CONCRETE
SLAB ON GRADE, REFER
TO FOUNDATION PLAN.
UNDERSLAB VAPOR BARRIER,
REFER TO PROJECT SPECIFICATIONS
AND STRUCTURAL NOTES.
CONTINUOUS 2x FORMED KEY
CENTERED ON WALL, REFER TO
TYPICAL FOUNDATION CONSTRUCTION
JOINT DETAIL FOR KEY SIZE.4'-0"6" CONCRETE SLAB REINFORCED WITH
# 5 @ 8" o.c. EACH WAY BOTTOM.
8"x16"x12" DEEP CMU
GROUTED SOLID. PROVIDE
AT EACH CORNER OF SUMP
RADON VENT PIPE IN PLACE
PRIOR TO SLAB POUR.
RADON VENT PIPE IN PLACE
PRIOR TO SLAB POUR.
REINFORCED CONCRETE SLAB ON
GRADE, REFER TO FOUNDATION PLAN.
CONTROLLED
STRUCTURAL FILL
BROKEN STONE
VOID SPACE UNDER SLAB
3/4" PLYWOOD FORM
CMU BLOCK BEYOND,
REFER TO PLAN DETAIL
REINFORCING SEE
PLAN ABOVE
UNDERSLAB VAPOR BARRIER, REFER
TO PROJECT SPECIFICATIONS AND
STRUCTURAL NOTES.
CROSS SECTION
REFER TO FOUNDATION PLAN FOR RADON SUMP LOCATIONS DESIGNATED BY THE FOLLOWING SYMBOL:
R
S
PLAN DETAIL
.4'-0"
11"1'-11".NOTES:
1.
4 # 4 VERTICAL CENTERED ON
PIER, EQUALLY SPACED
# 4 SPIRAL TIES AT 12" o.c.
1" CHAMFERED EDGE IN CONCRETE
CAST-IN-PLACE CONCRETE PIER
SINGLE HEAD LIGHT POLE FIXTURE,
REFER TO LANDSCAPE AND ELECTRICAL
DRAWINGS AND SPECIFICATIONS.
BREAKAWAY ANCHOR BOLTS AS SPECIFIED
BY LIGHT POLE MANUFACTURER.
FINISH GRADE REFER TO SITE AND
LANDSCAPE DRAWINGS FOR MATERIALS.
PROVIDE 3" CLEAR TO REINFORCING BARS.
CONDUIT NOT SHOWN FOR CLARITY, REFER TO ELECTRICAL DWGS.
CONTRACTOR SHALL COORDINATE LIGHT FIXTURE MOUNTING REQUIREMENTS, BASE
BOLT PATTERNS, INTERNAL BALLASTS, CONDUITS, ORIENTATIONS, LOCATIONS AND
QUANTITIES, ECT. AS REQUIRED .
REFER TO LANDSCAPING PLAN FOR LIGHT FIXTURE LOCATIONS AND QUANTITIES 6'-6" MINIMUM6"CONTROLLED GRAVEL FILL OR
NATURAL NON-ORGANIC SOILS.
REFER TO GEOTECHNICAL REPORT
AND PROJECT SPECIFICATIONS.
CONCRETE PIER SHALL BE AUGERED AND CAST INTO NATURAL NON-ORGANIC SOILS
OR CONTROLED GRAVEL FILLS. FORM EXPOSED SURFACES WITH SMOOTH FINISH.
NOTES:
DIA.
1'-6"25 FT. MAXIMUM POLE1.
2.
3.
4.
5.
QUANTITIES OF REINFORCING SHOWN SHALL BE DISTRIBUTED EVENLY AND PROVIDED
IN EACH DIRECTION.
RECTANGULAR FOOTING REINFORCING CALLED OUT AS SHORT BARS (S) AND LONG
BARS (L). SPACE SHORT BARS EQUALLY ALONG THE LENGTH AND LONG BARS EQUALLY
ALONG THE WIDTH OF THE FOOTING.
MAINTAIN MINIMUM CONCRETE COVER TO REINFORCING BARS PER ACI 318-14.
ALL FOOTINGS ARE CENTERED ON COLUMN CENTERLINES.
FOOTINGS SHALL BEAR ON SOILS THAT ARE FREE OF ORGANIC MATERIALS AND HAVE
A MINIMUM SOIL BEARING CAPACITY AS STATED IN THE DESIGN DATA.
1.
2.
3.
4.
5.
NOTES:
F O O T I N G S C H E D U L E
1' - 6"
4 # 6 LONG
# 6 AT 10" o.c. SHORTNONE
1' - 6"
4 # 6 LONG
# 6 AT 10" o.c. SHORTNONE
1' - 6"
4 # 6 LONG
# 6 AT 10" o.c. SHORTNONE
VARIES
3.
HORIZONTAL TIESVERTICAL
PROVIDE TWO (2) HORIZONTAL TIES TOP AND BOTTOM OF PIER REINFORCING.
DOWEL ALL VERTICAL PIER REINFORCING TO FOOTING PROVIDE 1'-6" BEND AT END
OF DOWEL. PLACE DOWEL ON TOP OF FOOTING REINFORCING.
SIZE OF PIER REFERS TO MINIMUM EXTERIOR CONCRETE DIMENSION. CENTER PIER
ON COLUMN CENTER LINES UNLESS NOTED OTHERWISE IN PLAN DETAILS.
NOTES:
2.
1.
REINFORCING
MARK SIZE
P I E R S C H E D U L E
2 4 " x 2 4 "1 8 # 6 # 3 AT 12" o.c.
CONFIGURATION
2 3 0 " x 2 4 " 8 # 7
3
4 2 4 " x 2 4 " 8 # 6
# 3 AT 12" o.c.
5 3 0 " x 2 4 " 8 # 7
# 3 AT 12" o.c.
2 # 5 TIES AND 2 # 5
HAIRPINS AT TOP
2 # 5 TIES AND 2 # 5
HAIRPINS AT TOP
# 3 AT 12" o.c.
2 # 4 TIES AND 2 # 4
HAIRPINS AT TOP
P2 / S-2.01
P4 / S-2.01
P5 / S-2.01
6 3 0 " x 2 4 " 8 # 7
# 3 AT 12" o.c.
2 # 5 TIES AND 2 # 5
HAIRPINS AT TOP
P6 / S-2.01
1 6 " x 1 6 " 4 # 6 # 3 AT 12" o.c.
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/26/2021 5:25:31 PMC:\Users\ENG-03\Documents\17030_s19_kbrown@girardco.com.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-2.00
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
TYPICAL FOUNDATION
DETAILS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
S-2.003/4" = 1'-0"
1TYPICAL FOUNDATION CONSTRUCTION JOINTS
S-2.003/4" = 1'-0"
2TYPICAL FOUNDATION WALL CORNER REINFORCING
S-2.001 1/2" = 1'-0"
6TYPICAL SLAB ON GRADE DETAILS
S-2.003/4" = 1'-0"
13TYPICAL REINFORCING AT CONCRETE SLAB OPENINGS
S-2.003/4" = 1'-0"
4TYPICAL DEPRESSED SLAB DETAIL
S-2.003/4" = 1'-0"
3TYPICAL FOUNDATION PIPE PENETRATION DETAILS
S-2.003/4" = 1'-0"
7TYPICAL COLUMN CONTROL JOINT DETAILS
S-2.003/4" = 1'-0"
8TYPICAL HOUSKEEPING PAD
S-2.003/4" = 1'-0"
12TYPICAL INTERIOR COLUMN BASE AT CONCRETE PIER
S-2.003/4" = 1'-0"
5TYPICAL INTERIOR COLUMN BASE AT CONCRETE FOOTING
S-2.003/4" = 1'-0"
9TYPICAL COLUMN BASE AT EXTERIOR FOUNDATION WALL
S-2.003/4" = 1'-0"
11TYPICAL RADON SUMP DETAIL
S-2.001/2" = 1'-0"
10TYPICAL LIGHT POLE BASE
MARK S I Z E REINFORCING
LENGTH WIDTH DEPTH TOP BOTTOM
A 3' - 0" 3' - 0" 1' - 0" NONE 4 # 4 HOOKED
B 4' - 0" 4' - 0" 1' - 0" NONE 5 # 5 HOOKED
C 5' - 0" 5' - 0" 1' - 0" NONE 6 # 5 HOOKED
D 6' - 0" 6' - 0" 1' - 0" NONE 6 # 6
E 7' - 0" 7' - 0" 1' - 2" 6 # 5 7 # 6
F 8' - 0" 8' - 0" 1' - 4" 6 # 6 6 # 6
G 9' - 0" 9' - 0" 1' - 6" NONE 8 # 6
H 10' - 0" 10' - 0" 1' - 6" NONE 6 # 6
J 35' - 8 3/4" 5' - 0"
K 6' - 0"
L 28' - 2 1/2" 8' - 0"
1 03-01-21 Addendum No. 8
1
2
1
1
1
TOP OF WALL ELEVATION, REFER TO
FOUNDATION PLAN AND SECTIONS.
TOP OF WALL DEPRESSIONS,
REFER TO FOUNDATION PLAN
3" CLEAR
2 # 4 x 2'-0" TYPICAL
2 # 4 TYPICAL
OPENINGS FROM
1'-0" TO 3'-0"
SQUARE ONLY.
COLUMN DEPRESSION 12" UNLESS OTHERWISE NOTED
DIAGONAL BAR TO MATCH TYPICAL
BOTTOM OF WALL REINFORCEMENT
TOP OF WALL REINFORCING, REFER
TO FOUNDATION SEACTIONS.
2'-0" MAXIMUM STEP
BENT BARS TO MATCH
FOOTING BOTTOM
REINFORCEMENT SIZE
AND SPACING.
BOTTOM OF WALL REINFORCING,
REFER TO FOUNDATION SECTIONS.
CONCRETE PIER AND REINFORCING,
REFER TO PIER SCHEDULE.
COLUMN FOOTING, REFER TO FOOTING
SCHEDULE FOR SIZE AND REINFORCING.
1 1/2" CLEAR
4" MIN. 2" CLEAR
.2'-0".2'-0"...
DIA.
30 BAR
DIA.
30 BAR
DIA.
30 BAR
DIA.
30 BAR
1'-0"
4'-0" MINIMUM .12" MIN.
TOP BAR AT FOOTING STEP TO MATCH
SIZE AND SPACING OF BOTTOM OF
FOOTING REINFORCEMENT..12"MIN.BASEPLATE
+ 4" MIN.TYP.TYP...BOTTOM OF FOOTING
ELEV. = SEE PLAN
.
6"
.
2"
1'-0"
1'-2" 6" 1'-0" 6" 1'-8"
ELEVATOR PIT FOUNDATION WALL,
REFER TO FOUNDATION SECTIONS
FOR REINFORCING.
1/4" THICK GALVANIZED STEEL
CHECKERPLATE COVER (05 5000) AT SUMP
PIT. PROVIDE 3/4" x 1/4" DEEP RECESS ALL
AROUND TO RECEIVE PLATE.
1
1
WATERPROOFING SYSTEM
ELEVATOR PIT FOUNDATION, REFER
TO FOUNDATION SECTIONS FOR
REINFORCING. PROVIDE BENT BARS
AT SUMP PIT AS SHOWN TO MATCH
TYPICAL REINFORCING.
CONTINUOUS 2x4 FORMED
KEY CENTERED ON WALL.8"2'-0"REINFORCING BARS
BEYOND TYPICAL
6" 1'-0"
WATERPROOFING, REFER TO
PROJECT SPECIFICATIONS.
CONTINUOUS 2x4 FORMED
KEY CENTERED ON WALL.
BOTTOM OF FOOTING
ELEVATION = REFER TO PLAN
CONTINUOUS WATERSTOP
WATERPROOFING SYSTEM
# 4 AT 12" o.c. EACH WAY TOP
AND BOTTOM
2 # 5 CONTINUOUS TOP AND
BOTTOM OF WALL
# 4 AT 12" o.c. HORIZONTAL AND
VERTICAL.
CONCRETE SLAB ON GRADE
1'-0"REINFORCED MASONRY ELEVATOR
SHAFT WALL, REFER TO SCHEDULE
FOR REINFORCEMENT.ISOLATION JOINT
# 4 AT 12" VERTICAL DOWEL
INTO FOOTING
# 4 AT 12" o.c. HORIZONTAL
# 4 CONTINUOUS
E L E V A T O R
S H A F T
ALIGN WALL FACES
CONCRETE SLAB ON GRADE, REFER
TO FOUNDATION PLAN FOR TOP OF
SLAB ELEVATION
EXTERIOR DOOR SYSTEM
4'-0"
FILL WITH 3/4 INCH BROKEN STONE
# 4 DOWEL AT 12" o.c.
WITH # 4 TIE
8" CHEEK WALL W/ # 4 TOP AND
BOTTOM CONTINUOUS
EXTERIOR PAVING SYSTEMS
PITCH DOWN
EXTERIOR CONCRETE REINFORCED WITH
6x6-W2.9-W2.9 WELDED WIRE FABRIC.
# 4 DOWEL AT 12" o.c. PROVIDE A
MINIMUM OF 3 PER DOOR.
FOUNDATION WALL AND FOOTING
SEE FOUNDATION PLAN AND DETAILS
FOR INFORMATION SHOWN ONLY.
PROVIDE SLAB DEPRESSIONS FOR
WALK-OFF MAT, MAINTAIN SLAB ON
GRADE THICKNESS, TYPICAL.
UNDERSLAB VAPOR RETARDER
PERIMETER INSULATION
BOTTOM OF CHEEK WALL
MIN. 48" BELOW ADJACENT GRADE.
CONCRETE SLAB ON GRADE
ELEVATOR SHAFT WALL BEYOND
E L E V A T O R
S H A F T
DOOR SILL ANGLE (05 5000) PER
ELEVATOR MANUFACTURER
REQUIREMENTS
TOP OF SLAB ON GRADE
8"# 4 BENT DOWEL AT 12" o.c. WITH
2 # 4 CONTINUOUS TIES IN SLAB
2'-0"2'-0"ELEVATOR PIT FOUNDATION WALL,
REFER TO FOUNDATION SECTIONS
FOR REINFORCING.
FIRST FLOOR SLAB
ELEV. = 0' - 0"
2'-0"1'-0"9"1'-4 1/4"
4"
# 4 AT 18" o.c. VERTICAL
2 # 5 CONTINUOUS TOP AND BOTTOM OF WALL
3 # 4 CONTINUOUS IN FOOTING
CONTINUOUS 2x4 FORMED KEY
CONTINUOUS CONCRETE FOOTING
# 4 AT16" o.c. HORIZONTAL, EACH FACE
# 4 DOWEL AT 16" o.c.
FACE OF STUD, AND SLAB
FACE OF FOUNDATION
REFER TO ARCH. DRAWINGS
FOR EXTERIOR FINISH AND
WALL CONSTRUCTION
FORMED EDGE OF
CONCRETE SLAB TYPICAL CONCRETE SLAB ON GRADE,
REFER TO FOUNDATION PLAN.
THICKENED SLAB AT PERIMETER
6"6" 1'-0" 6"
REFER TO BUILDING EARTHWORK
FOR SOIL PREPERATION, TYPICAL.
FINISH GRADE, REFER TO
CIVIL DRAWINGS.
COLD FORM METAL FRAMING
PERIMETER INSULATION
BOTTOM OF FOOTING ELEVATION
REFER TO FOUNDATION PLAN,
MIN. 48" BELOW ADJACENT GRADE.
UNDERSLAB VAPOR RETARDER
C COLUMNL
U.N.O.6"6"6"
FIRST FLOOR SLAB
ELEV. = 0' - 0"
a2
4"11 5/8"9"1'-1 3/4"
2'-0"
6" 1'-0" 6"1'-0"8 3/4" 8"3 5/8"# 4 AT 18" o.c. VERTICAL
2 # 5 CONTINUOUS TOP AND BOTTOM OF WALL
3 # 4 CONTINUOUS IN FOOTING
CONTINUOUS 2x4 FORMED KEY
CONTINUOUS CONCRETE FOOTING
# 4 AT16" o.c. HORIZONTAL, EACH FACE
# 4 DOWEL AT 16" o.c.
FACE OF STUD, AND SLAB
FACE OF FOUNDATION
REFER TO ARCH. DRAWINGS
FOR EXTERIOR FINISH AND
WALL CONSTRUCTION
FORMED EDGE OF
CONCRETE SLAB TYPICAL
CONCRETE SLAB ON GRADE,
REFER TO FOUNDATION PLAN.
REFER TO BUILDING EARTHWORK
FOR SOIL PREPERATION, TYPICAL.
FINISH GRADE, REFER TO
CIVIL DRAWINGS.
COLD FORM METAL FRAMING
PERIMETER INSULATION
BOTTOM OF FOOTING ELEVATION
REFER TO FOUNDATION PLAN,
MIN. 48" BELOW ADJACENT GRADE.
UNDERSLAB VAPOR RETARDER
STAGE FLOORING
FIRST FLOOR SLAB
ELEV. = 0' - 0"
a2
# 4 AT 18" o.c. VERTICAL
2 # 5 CONTINUOUS TOP AND BOTTOM OF WALL
3 # 4 CONTINUOUS IN FOOTING
CONTINUOUS 2x4 FORMED KEY
CONTINUOUS CONCRETE FOOTING
# 4 AT16" o.c. HORIZONTAL, EACH FACE
# 4 DOWEL AT 16" o.c.
CONCRETE SLAB ON GRADE,
REFER TO FOUNDATION PLAN.
REFER TO BUILDING EARTHWORK
FOR SOIL PREPERATION, TYPICAL.
FINISH GRADE, REFER TO CIVIL
AND LANDSCAPE DRAWINGS.
PERIMETER INSULATION
BOTTOM OF FOOTING ELEVATION
REFER TO FOUNDATION PLAN,
MIN. 48" BELOW ADJACENT GRADE.
UNDERSLAB VAPOR RETARDER
STAGE FLOORING
# 4 DOWEL AT 12" o.c.
CONCRETE SLAB ON GRADE, REFER
TO FOUNDATION PLAN FOR TOP OF
SLAB ELEVATION
EXTERIOR DOOR SYSTEM
4'-0"
FILL WITH 3/4 INCH BROKEN STONE
# 4 DOWEL AT 12" o.c.
WITH # 4 TIE
8" CHEEK WALL W/ # 4 TOP AND
BOTTOM CONTINUOUS
EXTERIOR PAVING SYSTEMS
PITCH DOWN
EXTERIOR CONCRETE REINFORCED WITH
6x6-W2.9-W2.9 WELDED WIRE FABRIC.
# 4 DOWEL AT 12" o.c. PROVIDE A
MINIMUM OF 3 PER DOOR.
FOUNDATION WALL AND FOOTING
SEE FOUNDATION PLAN AND DETAILS
FOR INFORMATION SHOWN ONLY.
2" TOPPING SLAB WITH ARCHITECTURAL
AGGERGATES, PROVIDE POLISHED FINISH.
UNDERSLAB VAPOR RETARDER
PERIMETER INSULATION
BOTTOM OF CHEEK WALL
MIN. 48" BELOW ADJACENT GRADE.
PROFILE AND PREPARE SURFACE OF BASE
SLAB FOR BONDED TOPPING PER ACI
REQUIREMENTS.
FIRST FLOOR SLAB
ELEV. = 0' - 0"
b13
2" TOPPING SLAB WITH ARCHITECTURAL
AGGREGATES, PROVIDE POLISHED FINISH.
PROFILE AND PREPARE SURFACE OF BASE
SLAB FOR BONDED TOPPING PER ACI
REQUIREMENTS.
# 3 HAIRPIN AT 10" o.c.
4'-0"8"2'-0"
6"1'-0"6"1'-0"REFER TO TYPICAL EXTERIOR WALL
DETAIL, FOR PARTS SHOWN ONLY
2'-6 3/4"
1'-6 1/2"
WALL STANCHION AT 48" o.c. (051200)
(2) L 6 x 3 1/2 x 5/16 WELDED TO 8x1/2x8 PLATE
BOLTED TO CONCRETE WITH (2) - 5/8" HEADED
ANCHOR BOLTS CAST IN CONC. SLAB.
(2) - 5/8" HEADED ANCHOR BOLTS CAST IN
CONC. SLAB AT EACH STANCHION.
CONTINUOUS 1/4" BENT PLATE
(051200) HOT-DIP GALVANIZE
BOLT TO VERTICAL ANGLE WITH 3/8"
GALVANIZED BOLTS, PROVIDE VERT.
SLOTTED HOLE FOR ADJUSTMENT.1'-1"b12.9
CONTINUOUS 2x4 FORMED KEY
BOTTOM OF FOOTING ELEVATION
REFER TO FOUNDATION PLAN,
MIN. 48" BELOW ADJACENT GRADE.
FIRST FLOOR SLAB
ELEV. = 0' - 0"
b33
CONCRETE SLAB ON GRADE,
REFER TO FOUNDATION PLAN.
PERIMETER INSULATION
UNDERSLAB VAPOR RETARDER
# 4 AT 18" o.c. VERTICAL
3 # 5 CONTINUOUS TOP AND
BOTTOM OF WALL
4 # 4 CONTINUOUS IN FOOTING
CONTINUOUS 2x4 FORMED KEY
CONTINUOUS CONCRETE
FOOTING
# 4 AT 16" o.c. HORIZONTAL, EACH FACE
REFER TO BUILDING EARTHWORK
FOR SOIL PREPERATION, TYPICAL.
FACE OF FOUNDATION
BOTTOM OF FOOTING ELEVATION
REFER TO FOUNDATION PLAN,
MIN. 48" BELOW ADJACENT GRADE.
REFER TO "TYPICAL EXTERIOR DOOR
FROST APRON" SECTION 1/S-2.01
FOR ENTRY APRON DETAIL.3".3"bf1 1/2"1 1/2"CL
PLAN
6" 1"
SECTION
3"
1"6"
4" MIN.
WF BEAM, REFER TO
FRAMING PLAN FOR SIZE.
1/2" THICK BEARING PLATE SET
ON 3/4" MIN. HIGH STRENGTH
NON-SHRINK GROUT.
.1/4"
FILL BEAM POCKET SOLID WITH
CONCRETE AFTER BEAM
INSTALLATION IS COMPLETE.
(2) 1/2" DIA. ANCHOR BOLTS,
15" LONG PLUS 3" HOOK SET
IN PLACE PRIOR TO CONCRETE
WALL PLACEMENT.6".6"bf.1/4"
FILL BEAM POCKET SOLID WITH
CONCRETE AFTER BEAM
INSTALLATION IS COMPLETE.
WF BEAM, REFER TO
FRAMING PLAN FOR SIZE.1/2" THICK BEARING PLATE SET
ON 3/4" MIN. HIGH STRENGTH
NON-SHRINK GROUT.
3"
3"EMBED8"CONCRETE WALL, REFER
TO PROJECT SECTIONS
FOR REINFORCING.
1'-3" 1'-3"
2'-6"1'-0"1'-0"2'-0"COLUMN BASEPLATE AND
ANCHOR BOLTS, REFER TO
COLUMN SCHEDULE.
2 #4 HAIRPINS AT 3" o.c. AT
TOP OF PIER, ALTERNATE
DIRECTION.
2 #4 TIES AT 3" o.c.
AT TOP OF PIER.
8 #7 VERTICAL BARS
2 #3 TIES AT 3" o.c.
AT TOP OF PIER.
CONCRETE PIERCL CL
DIRECTION OF
LATERAL FRAME
COLUMN BASEPLATE AND ANCHOR
BOLTS, REFER TO COLUMN SCHEDULE.
2 #5 HAIRPINS AT 3" o.c. AT
TOP OF PIER, ALTERNATE
DIRECTION.
2 #5 TIES AT 3" o.c.
AT TOP OF PIER.
8 #7 VERTICAL BARS
2 #3 TIES AT 3" o.c.
AT TOP OF PIER.
CONCRETE PIERCL CL
1'-0"1'-0"
2'-0"1'-0"1'-0"2'-0"DIRECTION OF LATERAL FRAMEd21
A
COLUMN BASEPLATE AND
ANCHOR BOLTS, REFER TO
COLUMN SCHEDULE.
2 #5 HAIRPINS AT 3" o.c. AT
TOP OF PIER, ALTERNATE
DIRECTION.
8 #7 VERTICAL BARS
CONCRETE PIER
1'-5"1'-1"
2'-6"1'-0"1'-0"4 1/4"2'-0"11 1/4"2"
CL COLUMN AND PIER
P
1'-6"1'-0"
2'-6"1'-0"1'-0"CL2'-0"COLUMN BASEPLATE AND
ANCHOR BOLTS, REFER TO
COLUMN SCHEDULE.
8 #7 VERTICAL BARSCONCRETE PIER
2 #5 HAIRPINS AT 3" o.c. AT TOP
OF PIER, ALTERNATE DIRECTION.
2 #5 TIES AT 3" o.c.
AT TOP OF PIER.
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/26/2021 5:25:31 PMC:\Users\ENG-03\Documents\17030_s19_kbrown@girardco.com.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-2.01
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
TYPICAL FOUNDATION
DETAILS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
S-2.013/4" = 1'-0"
D1TYPICAL FOUNDATION WALL DETAILING ELEVATION
S-2.013/4" = 1'-0"
D4TYPICAL ELEVATOR SUMP DETAIL
S-2.013/4" = 1'-0"
D3TYPICAL ELEVATOR PIT DETAIL
S-2.013/4" = 1'-0"
2TYPICAL EXTERIOR DOOR FROST APRON
S-2.013/4" = 1'-0"
D2ELEVATOR PIT DOOR DETAIL
S-2.013/4" = 1'-0"
1TYPICAL EXTERIOR WALL DETAILS-2.013/4" = 1'-0"
3FOUNDATION DETAIL
S-2.013/4" = 1'-0"
4FOUNDATION DETAIL
S-2.013/4" = 1'-0"
5TYPICAL EXTERIOR DOOR FROST APRON - AT TOPPING SLAB
S-2.013/4" = 1'-0"
6FOUNDATION SECTION S-2.013/4" = 1'-0"
7FOUNDATION SECTION
1 03-01-21 Addendum No. 8
S-2.011" = 1'-0"
8TYPICAL WIDE FLANGE BEAM BEARING ON CONCRETE DETAIL
1
S-2.011 1/2" = 1'-0"
P2TYPE 2 PIER REINFORCING DETAIL
S-2.011 1/2" = 1'-0"
P4TYPE 4 PIER REINFORCING DETAIL
S-2.011 1/2" = 1'-0"
P5TYPE 5 PIER REINFORCING DETAIL
1
1
S-2.011 1/2" = 1'-0"
P6TYPE 6 PIER REINFORCING DETAIL
FIRST FLOOR SLAB
ELEV. = 0' - 0"
b1
BOTTOM OF FOOTING
# 6 AT 8" o.c. HORIZONTAL
# 4 AT 12" o.c. VERTICAL
# 4 AT 12" o.c. EACH WAY
FINISH GRADE
8"
PROVIDE GROUT CLEAN FINISH
EXPOSED CONCRETRE WALL
2 # 5 TOP AND BOTTOM
CONTINUOUS 2x4 FORMED KEY
3 # 4 CONTINUOUS
2'-0"
6" 1'-0" 6"1'-0"1'-4 1/4"
CFM FRAMING
WALK-IN COOLER
TURN WIRE UP INTO CURB,
PROVIDE CONTINUOUS # 3 TIE
STEEL DIAGONAL BRACING, INFILL
WITH CFM FRAMING.
REFER TO ARCH. DRAWINGS
FOR EXTERIOR FINISH AND
WALL CONSTRUCTION
4"7"1'-3"REFER TO FOUNDATION PLAN
FIRST FLOOR SLAB
ELEV. = 0' - 0"
b1
REFER TO ARCH. DRAWINGS
FOR EXTERIOR FINISH AND
WALL CONSTRUCTION
DOCK BUMPERS
ISOLATION JOINT, TYPICAL
6" CONCRETE SLAB REINF. WITH
# 3 AT 12" o.c. EACH WAY
2'-0"
# 3 DOWEL AT 12" o.c. BEND DOWN
INTO CONCRETE SLAB
FINISH GRADE
# 6 AT 8" o.c. VERTICAL
# 5 AT 12" o.c. VERTICAL
7" 10" 7"1'-0"2'-0"
6" 1'-0" 6"9"PITCH SLAB
BOTTOM OF FOOTING
REFER TO TYPICAL EXTERIOR
WALL DETAIL, FOR PARTS
SHOWN ONLY
# 4 CONTINUOUS
1'-4 1/4"
4"
BOTTOM OF FOOTING 9"REFER TO FOUNDATION PLAN
REFER TO FOUNDATION PLAN
FIRST FLOOR SLAB
ELEV. = 0' - 0"
b1
BOTTOM OF FOOTING
2'-0"
6" 1'-0" 6"1'-0"1'-3"1'-4 1/4"
4"
8"
CFM FRAMING
WALK-IN COOLER
TURN WIRE UP INTO CURB,
PROVIDE CONTINUOUS # 3 TIE
REFER TO TYPICAL EXTERIOR WALL
DETAIL, FOR PARTS SHOWN ONLY
FINISH GRADE
REFER TO ARCH. DRAWINGS
FOR EXTERIOR FINISH AND
WALL CONSTRUCTION
7"REFER TO FOUNDATION PLAN
FIRST FLOOR SLAB
ELEV. = 0' - 0"
K
2" TOPPING SLAB WITH ARCHITECTURAL
AGGERGATES, PROVIDE POLISHED FINISH.
BOTTOM OF FOOTING
REFER TO TYPICAL EXTERIOR WALL
DETAIL, FOR PARTS SHOWN ONLY
1"
1'-4 1/4"9"2"PROFILE AND PREPARE SURFACE OF BASE
SLAB FOR BONDED TOPPING PER ACI
REQUIREMENTS.
FACE OF STUD, AND SLAB
FACE OF FOUNDATION
REFER TO ARCH. DRAWINGS
FOR EXTERIOR FINISH AND
WALL CONSTRUCTION
FORMED EDGE OF
CONCRETE SLAB TYPICAL
FINISH GRADE, REFER TO
CIVIL DRAWINGS.
4"
6"1'-0"6"
2'-0"1'-0"1
REFER TO FOUNDATION PLAN
FIRST FLOOR SLAB
ELEV. = 0' - 0"
K
2" TOPPING SLAB WITH ARCHITECTURAL
AGGREGATES, PROVIDE POLISHED FINISH.
PROFILE AND PREPARE SURFACE OF BASE
SLAB FOR BONDED TOPPING PER ACI
REQUIREMENTS.
WALL STANCHION AT 48" o.c. (051200)
(2) L 6 x 3 1/2 x 5/16 WELDED TO 8x1/2x8 PLATE
BOLTED TO CONCRETE WITH (2) - 5/8" HEADED
ANCHOR BOLTS CAST IN CONC. SLAB.
# 3 HAIRPIN AT 10" o.c.
# 4 CONTINUOUS
(2) - 5/8" HEADED ANCHOR BOLTS
CAST IN CONC. SLAB AT EACH
STANCHION.
BOTTOM OF FOOTING
REFER TO TYPICAL EXTERIOR WALL
DETAIL, FOR PARTS SHOWN ONLY 6"11 1/4"
4"
1'-0"
1
CONTINUOUS 2x4 FORMED KEY
REFER TO FOUNDATION PLAN
6"6"
2'-0"1'-0"FIRST FLOOR SLAB
ELEV. = 0' - 0"9"3/4" CHAMFERED EDGE
GUARD RAILING BOLTED TO TOP
OF CONCRETE WALL (05 5000)
FINISH GRADE
2 # 5 TOP AND BOTTOM
# 5 AT 12" o.c. VERTICAL,
DOWEL INTO FOOTING
# 5 AT 12" o.c. HORIZONTAL
FINISH GRADE
PROVIDE GROUT CLEAN FINISH
EXPOSED CONCRETRE WALL
CONTINUOUS 2x4 FORMED KEY
4'-4"
1'-0" 10" 2'-6"1'-0"# 5 AT 12" o.c.
7 # 5 AS SHOWN
BOTTOM OF FOOTING
REFER TO FOUNDATION PLAN
1
FIRST FLOOR SLAB
ELEV. = 0' - 0"
DAMPROOFING
VAPOR RETARDER2'-6"1'-0"6"2'-10"OPENING FOR DUCTWORK,
REINFORCE WITH YPICAL SLAB
OPENING DETAIL.
MUD SLAB
VAPOR RETARDER
STEEL DECK# 4 DOWEL AT 12" o.c.
# 3 x 48" LONG AT 12" o.c.
CONTINUOUS 3" WIDE x 1/4" PLATE
CONCRETE SLAB ON GRADE
CONCRETE SLAB ON METAL DECK
ISOLATION JOINT, TYPICAL.
FINISHES, REFER TO ARCH. DWGS.
# 4 DOWEL AT 12" o.c.
# 5 AT 12" o.c. VERTICAL3 5/8"DAMPROOFING
VAPOR RETARDER
CONCRETE SLAB ON GRADE
3 # 4 CONTINOUS
2 # 5 T&B CONTINUOUS
# 5 AT 12" o.c.
8" 8" 8"
2'-0"1'-0"BOTTOM OF FOOTING
BOTTOM OF FOOTING
7" 10" 7"
2'-0"1'-0"HAUNCH UNDER
WALLS
REFER TO FOUNDATION PLAN
REFER TO FOUNDATION PLAN
FIRST FLOOR SLAB
ELEV. = 0' - 0"
a5
TYPICAL SLAB EDGE DETAILING
STEEL FRAMING WITH SPRAY-
APPLIED FIREPROOFING
INTERIOR FINISHES, REFER TO
ARCH. DWGS.
CONT. 1/8" BENT PLATE BENT TO
RADIUS OF STAGE EDGE.
SLAB ON GRADE
STEEL DECK
TYPICAL ISOLATION JOINT
DAMPROOFING
VAPOR RETARDER
# 4 DOWEL AT 12" o.c.
# 3 x 48" LONG AT 12" o.c.
CONTINUOUS 3" WIDE x 1/4" PLATE
7" 10" 7"
2'-0"1'-0"2'-6"9 5/8"5 1/4"
FRAMED CONCRETE SLAB
# 5 AT 12" o.c. VERTICAL
3 # 4 CONTINOUS
2 # 5 T&B CONTINUOUS
# 5 AT 12" o.c.
BOTTOM OF FOOTING
REFER TO FOUNDATION PLAN
FIRST FLOOR SLAB
ELEV. = 0' - 0"
U
6 1/2"
DAMPROOFING
VAPOR RETARDER
# 4 DOWEL AT 12" o.c.
BOTTOM OF FOOTING
WALL BEYOND
MUD SLAB
STEEL DECK
FRAMED CONCRETE SLAB
HAUNCH UNDER
WALLS3 # 4 CONTINUOUS
# 5 VERTICAL 12" o.c.
8" 8" 8"1'-0"1'-3"TOP OF FRAMED SLAB
ELEVATION VARIES
HAUNCH SLAB DOWN AT RAMPS
SLAB ON GRADE
L 5 x 3 1/2 X 3/8 LLV, BOLT TO SLAB EDGE
WITH 1/2" EXPANSION BOLTS AT 48" o.c.
PITCH WITH FRAMED SLAB.
INTERIOR WALLS, REFER TO ARCHITECT
DRAWINGS.
2 # 5 TOP AND BOTTOM, TYPICAL
# 5 TOP AND BOTTOM
CONTINUOUS
8"T.8
REFER TO FOUNDATION PLAN
FIRST FLOOR SLAB
ELEV. = 0' - 0"
P
STEEL DECK
FRAMED CONCRETE SLAB
L 5 x 3 1/2 X 3/8 LLV, BOLT TO SLAB EDGE
WITH 1/2" EXPANSION BOLTS AT 48" o.c.
PITCH WITH FRAMED SLAB.
INTERIOR WALLS, REFER TO ARCHITECT DRAWINGS.
TOP OF FRAMED SLAB
ELEVATION VARIES 11"7"4"8"FINISHES, REFER TO ARCHITECT DRAWINGS.
# 5 CONTINUOUS AT SLAB EDGE, TYPICAL
5" THICK CONCRETE SLAB ON GRADE
2" TOPPING SLAB WITH ARCHITECTURAL
AGGERGATES, PROVIDE POLISHED FINISH.
4" THICK CONCRETE SLAB ON GRADE
VAPOR RETARDER
1'-0"2'-0"
5" THICK CONCRETE SLAB ON GRADE
DAMPROOFING
VAPOR RETARDER
# 4 DOWEL AT 12" o.c.
MUD SLAB
HAUNCH UNDER WALLS
3 # 4 CONTINUOUS
# 5 VERTICAL 12" o.c.
2 # 5 TOP AND BOTTOM, TYPICAL
# 5 HORIZONTAL 12" o.c.
BOTTOM OF FOOTING
REFER TO FOUNDATION PLAN
FIRST FLOOR SLAB
ELEV. = 0' - 0"
b26 b27
8" 8" 8"
2'-0"1'-0"3 # 4 CONTINOUS IN FOOTING
CONTINUOUS 2x4 FORMED KEY
8" THICK MASONRY FIREWALL,
REFER TO SCHEDULE FOR
REINFORCING REQUIREMENTS.
REINFORCED CONCRETE SLAB ON
GRADE, REFER TO FOUNDATION PLAN
REINFORCED CONCRETE SLAB ON
GRADE, REFER TO FOUNDATION PLAN
UNDERSLAB VAPOR RETARDER
4'-0" LONG VERTICAL DOWEL BY SPECIFICATION
SECTION 03 3000. SIZE AND SPACING TO MATCH
MASONRY WALL REINFORCING.
BOTTOM OF FOOTING
REFER TO FOUNDATION PLAN
#5 CONTINUOUS AT TOP
AND BOTTOM OF WALL
#4 VERTICAL DOWEL AT 18" o.c.
#4 AT 12" o.c. HORIZONTAL
FIRST FLOOR SLAB
ELEV. = 0' - 0"
OPENING FOR DUCTWORK, REINFORCE
WITH TYPICAL SLAB OPENING DETAIL.
MUD SLAB
VAPOR RETARDER
# 3 x 48" LONG AT 12" o.c.
CONTINUOUS 6" x 3/8" PLATE WITH 4"
LONG 3/4" DIA. STUDS AT 24" o.c.
(05 5000) SET IN SOLID GROUT. (04 2000)
CONCRETE SLAB ON METAL DECK
HAUNCH UNDER
WALLS
8" THICK MASONRY BEARING WALL.
.
6" 7 5/8" 6"
TYPICAL BOND BEAM CONTINUOUS
8"FIRST FLOOR SLAB
ELEV. = 0' - 0"
a2
4-3/4" DIA. HEADED ANCHOR RODS
FORMED COLUMN CONTROL JOINT AROUND
COLUMN. POUR CONCRETE AFTER MAIN
SLAB IS PLACED AND BUILDING DEAD LOAD
IS APPLIED. REFER TO TYPICAL DETAIL.
POSITION ANCHOR RODS IN CONCRETE
FORMWORK PRIOR TO PLACEMENT.
REFER TO PIER SCHEDULE FOR SIZE
AND SPACING of PIER REINFORCEMENT
UNDERSLAB VAPOR BARRIER, REFER TO PROJECT
SPECIFICATIONS AND STRUCTURAL NOTES.
12 x 12 x 3/4 BASE PLATE. FILLET WELD ALL AROUND
TO POST MILLED END WITH 1/4" FILLET WELD.
2" THICK HIGH STRENGTH GROUT
6" THREE SIDES1'-0"2 # 5 CONTINUOUS TOP AND BOTTOM OF WALL
3 # 4 CONTINUOUS IN FOOTING
CONTINUOUS 2x4 FORMED KEY
CONTINUOUS CONCRETE FOOTING
# 4 AT 16" o.c. HORIZONTAL,
EACH FACE
REFER TO BUILDING EARTHWORK
FOR SOIL PREPERATION, TYPICAL.
BOTTOM OF FOOTING ELEVATION
REFER TO FOUNDATION PLAN,
MIN. 48" BELOW ADJACENT GRADE.
HSS 8 x 4 x 3/8 JAMB POST
1'-0"1'-1 3/4"
.
FIRST FLOOR SLAB
ELEV. = 0' - 0"
b1
FILL WITH 3/4 INCH BROKEN STONE
# 4 DOWEL AT 12" o.c.
WITH # 4 TIE
8" CHEEK WALL W/ # 4 TOP AND
BOTTOM CONTINUOUS
EXTERIOR PAVING SYSTEMS
PITCH DOWN
EXTERIOR CONCRETE REINFORCED WITH
6x6-W2.9-W2.9 WELDED WIRE FABRIC.
6"6"
CONCRETE SLAB ON GRADE, REFER
TO FOUNDATION PLAN FOR TOP OF
SLAB ELEVATION
OVERHEAD DOOR SYSTEM
# 4 DOWEL AT 12" o.c.
FOUNDATION WALL AND FOOTING
SEE FOUNDATION PLAN AND DETAILS
FOR INFORMATION SHOWN ONLY.
UNDERSLAB VAPOR RETARDER
PERIMETER INSULATION
BOTTOM OF CHEEK WALL
MIN. 48" BELOW ADJACENT GRADE.
# 4 CONTINUOUS
GALVANIZED L5 x 3 1/2(V) x 5/16 CONTINUOUS
THRESHOLD ANGLE. PROVIDE 3/4" WIDE x 1/8"
THICK STRAP ANCHORS FILLET WELDED TO ANGLE
AND SPACED @ 12"o.c. FOR LENGTH OF ANGLE. SET
ANGLE IN PLACE PRIOR TO CONCRETE PLACEMENT.6"1"3/4"FIRST FLOOR SLAB
ELEV. = 0' - 0"
b1
3 # 4 CONTINUOUS IN FOOTING
CONTINUOUS CONCRETE FOOTING
REFER TO BUILDING EARTHWORK
FOR SOIL PREPERATION, TYPICAL.
BOTTOM OF FOOTING ELEVATION
REFER TO FOUNDATION PLAN,
MIN. 48" BELOW ADJACENT GRADE.
REFER TO PIER SCHEDULE FOR SIZE
AND SPACING of PIER REINFORCEMENT
CONTINUOUS 2x4 FORMED KEY
# 4 AT 16" o.c. HORIZONTAL,
EACH FACE
.
6" THREE SIDES
CONCRETE SLAB ON GRADE, REFER
TO FOUNDATION PLAN FOR TOP OF
SLAB ELEVATION
UNDERSLAB VAPOR BARRIER, REFER TO PROJECT
SPECIFICATIONS AND STRUCTURAL NOTES.
12 x 12 x 3/4 BASE PLATE. FILLET WELD ALL AROUND
TO POST MILLED END WITH 1/4" FILLET WELD.
2 # 5 CONTINUOUS TOP AND BOTTOM OF WALL
GALVANIZED C 10 x 15.3 + 4 x 3/8"
JAMB CONTINUOUS PLATE
PL.C10CONTINUOUS BUTT WELD 4" PLATE TO
CHANNEL GRIND FLUSH PRIOR TO
GALVANIZING. PLATE TO BE FLUSH
WITH CHANNEL FLANGE OPENING SIDE
CLIP L6 x 6 x 3/8 x 6" LONG
GALVANIZED. WELD TO INSIDE
FACE OF CHANNEL WEB.
3/4" DIA. EXPANSION ANCHOR. 4 3/4" MINIMUM
CONCRETE EMBEDMENT
1 1/2" WIDE x 1/4" STRAP ANCHOR 7"
LONG PLUS 1" HOOK SPCED @ 24"o.c.
VERTICAL. EMBED IN MASONRY JOINT
AND SOLID GROUTED CELL. WELD TO
CHANNEL WEB FACE.
MASONRY BLOCK WALL
4 1/2"9 1/2"
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/26/2021 5:25:32 PMC:\Users\ENG-03\Documents\17030_s19_kbrown@girardco.com.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-2.02
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
FOUNDATION
SECTIONS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
S-2.021/2" = 1'-0"
3FOUNDATION SECTION
S-2.021/2" = 1'-0"
4FOUNDATION SECTION
S-2.021/2" = 1'-0"
2FOUNDATION SECTION
S-2.021/2" = 1'-0"
5FOUNDATION SECTION
S-2.023/4" = 1'-0"
6FOUNDATION SECTION
S-2.021/2" = 1'-0"
1FOUNDATION SECTION
S-2.023/4" = 1'-0"
7FOUNDATION SECTION
S-2.023/4" = 1'-0"
8FOUNDATION SECTION
S-2.023/4" = 1'-0"
9FOUNDATION SECTION
S-2.023/4" = 1'-0"
10FOUNDATION SECTION
1 03-01-21 Addendum No. 8
S-2.021" = 1'-0"
11FOUNDATION SECTION
1
S-2.023/4" = 1'-0"
12FOUNDATION SECTION
1
S-2.023/4" = 1'-0"
13FRAMING SECTION
1
S-2.023/4" = 1'-0"
14FRAMING SECTION
1
S-2.023/4" = 1'-0"
15FRAMING SECTION
1
FIRST FLOOR SLAB
ELEV. = 0' - 0"
b33
REFER TO ARCH. DRAWINGS FOR EXTERIOR
FINISH AND WALL CONSTRUCTION
# 4 AT 12" o.c. VERTICAL
3 # 5 CONTINUOUS TOP AND
BOTTOM OF WALL
4 # 4 CONTINUOUS IN FOOTING
CONTINUOUS 2x4 FORMED KEY
CONTINUOUS CONCRETE FOOTING
# 5 AT 12" o.c. HORIZONTAL, EACH FACE
# 4 VERTICAL DOWEL AT 12" o.c.
REFER TO BUILDING EARTHWORK
FOR SOIL PREPERATION, TYPICAL.
12" BASE MASONRY UNIT.
GROUT IN SOLID CONTINUOUS
4'-0" LONG #5 VERTICAL
DOWEL AT 32" o.c. SUPPLIED
AND INSTALLED BY 03 3000
2'-11"1'-0"FACE OF FOUNDATION
FINISH GRADE, REFER TO
CIVIL DRAWINGS.
BOTTOM OF FOOTING ELEVATION
REFER TO FOUNDATION PLAN,
MIN. 48" BELOW ADJACENT GRADE.
12" THICK MASONRY WALL,
REFER TO SCHEDULE FOR
RERINFORCING REQUIREMENTS
RECESSED REINFORCED
CONCRETE SLAB ON GRADE,
REFER TO FOUNDATION PLAN.
PERIMETER INSULATION
UNDERSLAB VAPOR RETARDER
CONTINUOUS BOND BEAM
REINFORCED WITH (2) #5.
6"1'-11"6"
.4 1/2"
1
ELEV. = 8'-4"
TOP OF BOND BEAM 12" ACOUSTICAL CMU WITH NOMINAL 8" GROUT-ABLE AREA12" CMU1'-5 3/4"5 1/2"
1
1
1
1
1
1
FIRST FLOOR SLAB
ELEV. = 0' - 0"
DAMPROOFING
VAPOR RETARDER
# 4 DOWEL AT 12" o.c.
# 5 AT 12" o.c. VERTICAL
CONCRETE SLAB ON GRADE
3 # 4 CONTINOUS
2 # 5 T&B CONTINUOUS
# 5 AT 12" o.c. HORIZONTAL
3 # 4 CONTINOUS
2 # 5 T&B CONTINUOUS
CONTINUOUS 2x4 FORMED KEY
8"8"8"8"8"8"
6'-8"
4'-0"
SEE DETAILING ON RIGHT
FOR PARTS SHOWN ONLY
CONCRETE SLAB ON METAL DECK
STEEL DECKING
CONTINUOUS 3" WIDE x 1/4" PLATE
3/4" x 4" LONG SHEAR CONNECTOR
STUD AT 12" o.c. WELDED TO PLATE
4"6"FIRST FLOOR SLAB
ELEV. = 0' - 0"
REFER TO ARCH. DRAWINGS FOR EXTERIOR
FINISH AND WALL CONSTRUCTION
# 4 AT 12" o.c. VERTICAL
3 # 5 CONTINUOUS TOP AND
BOTTOM OF WALL
4 # 4 CONTINUOUS IN FOOTING
CONTINUOUS 2x4 FORMED KEY
CONTINUOUS CONCRETE FOOTING
# 5 AT 12" o.c. HORIZONTAL, EACH FACE
# 4 VERTICAL DOWEL AT 12" o.c.
REFER TO BUILDING EARTHWORK
FOR SOIL PREPERATION, TYPICAL.
12" BASE MASONRY UNIT.
GROUT IN SOLID CONTINUOUS
#7 VERTICAL DOWEL AT 16" o.c. BY
SPECIFICATION SECTION 03 3000
FACE OF FOUNDATION
FINISH GRADE, REFER TO
CIVIL DRAWINGS.
BOTTOM OF FOOTING ELEVATION
REFER TO FOUNDATION PLAN,
MIN. 48" BELOW ADJACENT GRADE.
RECESSED REINFORCED
CONCRETE SLAB ON GRADE,
REFER TO FOUNDATION PLAN.
PERIMETER INSULATION
UNDERSLAB VAPOR RETARDER
BOND BEAM WITH 2 # 5
CONTINUOUS
2'-11"
6"1'-11"6"1'-0"2'-0"8"1'-4"1
1
1
1
1'-5 3/4"
FIRST FLOOR SLAB
ELEV. = 0' - 0"
P.1
# 4 AT 18" o.c. VERTICAL
2 # 5 CONTINUOUS TOP AND
BOTTOM OF WALL
3 # 4 CONTINUOUS IN FOOTING
CONTINUOUS 2x4 FORMED KEY
CONTINUOUS CONCRETE FOOTING
# 4 AT 16" o.c. HORIZONTAL, EACH FACE
# 4 VERTICAL DOWEL AT 18" o.c.
REFER TO BUILDING EARTHWORK
FOR SOIL PREPERATION, TYPICAL.
4'-0" LONG #5 VERTICAL DOWEL
AT 32" o.c. BY SPECIFICATION
SECTION 03 3000.
BOTTOM OF FOOTING ELEVATION
REFER TO FOUNDATION PLAN
RECESSED REINFORCED
CONCRETE SLAB ON GRADE,
REFER TO FOUNDATION PLAN.
UNDERSLAB VAPOR RETARDER
2'-0"
6"1'-0"6"1'-0".5 5/16"
12" THICK MASONRY WALL
REFER TO SCHEDULE FOR
REINFORCING REQUIREMENTS.
RECESSED REINFORCED
CONCRETE SLAB ON GRADE,
REFER TO FOUNDATION PLAN.
FACE OF FOUNDATION WALL 1
1
FIRST FLOOR SLAB
ELEV. = 0' - 0"
P.1
# 4 AT 18" o.c. VERTICAL
2 # 5 CONTINUOUS TOP AND
BOTTOM OF WALL
3 # 4 CONTINUOUS IN FOOTING
CONTINUOUS 2x4 FORMED KEY
CONTINUOUS CONCRETE FOOTING
# 4 AT 16" o.c. HORIZONTAL, EACH FACE# 4 DOWEL AT 16" o.c.
REFER TO BUILDING EARTHWORK
FOR SOIL PREPERATION, TYPICAL.BOTTOM OF FOOTING ELEVATION
REFER TO FOUNDATION PLAN,
MIN. 48" BELOW ADJACENT GRADE.
CONCRETE SLAB ON GRADE,
REFER TO FOUNDATION PLAN.
UNDERSLAB VAPOR RETARDER8"1'-0"2'-0"
6"1'-0"6"
FIRST FLOOR SLAB
ELEV. = 0' - 0"
6'-0"
2'-5"1'-2"2'-5"1'-6"BOTTOM OF FOOTING ELEV.
REFER TO FOUNDATION PLAN,
MIN. 48" BELOW ADJACENT GRADE.
8"
WALK-IN COOLER
TURN WIRE UP INTO CURB,
PROVIDE CONTINUOUS # 3 TIE 7"1'-3"9"COLD FORM METAL FRAMING
CONCRETE SLAB ON GRADE,
REFER TO FOUNDATION PLAN.
REINFORCED CONCRETE FOOTING,
REFER TO FOUNDATION PLAN.
# 4 AT 18" o.c. VERTICAL
2 # 5 CONTINUOUS TOP AND
BOTTOM OF WALL
# 4 AT 16" o.c. HORIZONTAL, EACH FACE
# 4 DOWEL AT 16" o.c.
U.N.O
1'-4 1/4"
4"
CL COLUMN
UNDERSLAB VAPOR RETARDER
1
FIRST FLOOR SLAB
ELEV. = 0' - 0"
P N.9
3 5/8"FRAMED CONCRETE SLAB
UNDERSLAB VAPOR RETARDER
UNDERSLAB VAPOR RETARDER
L6x6x3/8 ANGLE
COLD FORM METAL FRAMING COLD FORM METAL FRAMING
# 4 DOWEL AT 12" o.c.
# 5 AT 12" o.c. VERTICAL
2 # 5 CONTINUOUS TOP
AND BOTTOM OF WALL
DAMPROOFING
BRACED FRAMED FOOTING,
REFER TO FOUNDATION PLAN
8'-0"1'-6"7 1/16"
# 5 AT 12" o.c.
CONCRETE SLAB ON GRADE,
REFER TO FOUNDATION PLAN.
BOTTOM OF FOOTING ELEV.
REFER TO FOUNDATION PLAN,
MIN. 48" BELOW ADJACENT GRADE.
FIRST FLOOR SLAB
ELEV. = 0' - 0"
2'-8"
6"1'-8"6"
BOTTOM OF FOOTING ELEVATION
REFER TO FOUNDATION PLAN,
MIN. 48" BELOW ADJACENT GRADE.1'-0"6"CONCRETE SLAB ON GRADE,
REFER TO FOUNDATION PLAN.
THICKENED SLAB AT PERIMETER
PERIMETER INSULATION
UNDERSLAB VAPOR RETARDER
FORMED EDGE OF
CONCRETE SLAB TYPICAL
CONTINUOUS 2x4 FORMED KEY
CONTINUOUS CONCRETE FOOTING
8" THICK MASONRY WALL,
REFER TO SCHEDULE FOR
REINFORCING REQUIREMENTS.REFER TO ARCH. DRAWINGS
FOR EXTERIOR FINISH AND
WALL CONSTRUCTION
4 # 4 CONTINUOUS IN FOOTING
1'-4 1/4"
# 4 AT 16" o.c. VERTICAL
# 4 AT 10" o.c. HORIZONTAL, EACH FACE
2 # 5 CONTINUOUS TOP AND BOTTOM OF WALL
#4 VERTICAL DOWEL AT 16" o.c.
4'-0" LONG VERTICAL DOWEL BY
SPECIFICATION SECTION 03 3000.
SIZE AND SPACING TO MATCH
MASONRY WALL REINFORCING.
FIRST FLOOR SLAB
ELEV. = 0' - 0"
A
2'-0"1'-0"BOTTOM OF FOOTING ELEVATION
REFER TO FOUNDATION PLAN,
MIN. 48" BELOW ADJACENT GRADE.6"1'-0"6"
# 4 AT 18" o.c. VERTICAL
2 # 5 CONTINUOUS TOP AND
BOTTOM OF WALL
CONTINUOUS 2x4 FORMED KEY
# 4 AT 16" o.c. HORIZONTAL, EACH FACE
# 4 DOWEL AT 16" o.c.
CONTINUOUS CONCRETE FOOTING 6"CONCRETE SLAB ON GRADE,
REFER TO FOUNDATION PLAN.
THICKENED SLAB AT PERIMETER
PERIMETER INSULATION
UNDERSLAB VAPOR RETARDER
REFER TO ARCH. DRAWINGS
FOR EXTERIOR FINISH AND
WALL CONSTRUCTION
FORMED EDGE OF
CONCRETE SLAB TYPICAL
4"
CL COLUMN
U.N.O.
1'-4 1/4"
FACE OF STUD, AND SLAB
FACE OF FOUNDATION
COLD FORM METAL FRAMING
FIRST FLOOR SLAB
ELEV. = 0' - 0"
b25b24
3'-0"1'-0"1'-0" 1'-0" 1'-0"
# 4 AT 18" o.c. VERTICAL
2 # 5 CONTINUOUS TOP AND BOTTOM OF WALL
CONTINUOUS 2x4 FORMED KEY
CONTINUOUS CONCRETE FOOTING
# 4 AT16" o.c. HORIZONTAL, EACH FACE
# 4 DOWEL AT 18" o.c.
BOTTOM OF FOOTING ELEVATION
REFER TO FOUNDATION PLAN
4 # 4 CONTINUOUS IN FOOTING
RECESSED REINFORCED
CONCRETE SLAB ON GRADE,
REFER TO FOUNDATION PLAN.
UNDERSLAB VAPOR RETARDER
PROFILE AND PREPARE
SURFACE OF BASE SLAB FOR
BONDED TOPPING PER ACI
REQUIREMENTS.
UNDERSLAB VAPOR RETARDER
2" TOPPING SLAB WITH ARCHITECTURAL
AGGREGATES, PROVIDE POLISHED FINISH
4'-0" LONG #5 VERTICAL DOWEL AT 32" o.c.
BY SPECIFICATION SECTION 03 3000
12" THICK REINFORCED MASONRY
FIREWALL, REFER TO SCHEDULE
FOR REINFORCING REQUIREMENTS.
6"
FACE OF FOUNDATION WALL
FIRST FLOOR SLAB
ELEV. = 0' - 0"
b33
REFER TO ARCH. DRAWINGS FOR EXTERIOR
FINISH AND WALL CONSTRUCTION
# 4 AT 12" o.c. VERTICAL
3 # 5 CONTINUOUS TOP AND
BOTTOM OF WALL
4 # 4 CONTINUOUS IN FOOTING
CONTINUOUS 2x4 FORMED KEY
CONTINUOUS CONCRETE FOOTING
# 5 AT 12" o.c. HORIZONTAL, EACH FACE
# 4 VERTICAL DOWEL AT 12" o.c.
REFER TO BUILDING EARTHWORK
FOR SOIL PREPERATION, TYPICAL.
2'-11"1'-0"FACE OF FOUNDATION
FINISH GRADE, REFER TO
CIVIL DRAWINGS.
BOTTOM OF FOOTING ELEVATION
REFER TO FOUNDATION PLAN,
MIN. 48" BELOW ADJACENT GRADE.
8" THICK MASONRY SHEAR WALL
WITH ACOUSTICAL INTERIOR BLOCK
PERIMETER INSULATION
UNDERSLAB VAPOR RETARDER
6"1'-11"6"
12" BASE MASONRY UNIT.
GROUT IN SOLID CONTINUOUS
4'-0" LONG #5 VERTICAL
DOWEL AT 32" o.c. SUPPLIED
AND INSTALLED BY 03 3000
12" THICK MASONRY WALL,
REFER TO SCHEDULE FOR
RERINFORCING REQUIREMENTS
RECESSED 8 " THICKEND
CONCRETE SLAB UNDER
CLIMBING WALLS, REFER TO
FOUNDATION PLAN.
CONTINUOUS BOND BEAM
REINFORCED WITH (2) #5.
1
TOP OF BOND BEAM 12" ACOUSTICAL CMU WITH NOMINAL 8" GROUT-ABLE AREA12" CMU1
1
ELEV. = 8'-4"
1
1
1
.4 1/2"
1
FIRST FLOOR SLAB
ELEV. = 0' - 0"
J.7
# 4 AT 18" o.c. VERTICAL
2 # 5 CONTINUOUS TOP AND
BOTTOM OF WALL
3 # 4 CONTINUOUS IN FOOTING
CONTINUOUS 2x4 FORMED KEY
CONTINUOUS CONCRETE FOOTING
# 4 AT 16" o.c. HORIZONTAL, EACH FACE
# 4 DOWEL AT 18" o.c.
BOTTOM OF FOOTING ELEVATION
REFER TO FOUNDATION PLAN
2'-0"
6" 1'-0" 6"
CONCRETE SLAB ON GRADE,
REFER TO FOUNDATION PLAN.
REINFORCED CONCRETE SLAB ON
GRADE, REFER TO FOUNDATION PLAN.
12" THICK REINFORCED MASONRY
WALL, REFER TO SCHEDULE FOR
REINFORCING REQUIREMENTS
.5 1/4"
FACE OF FOUNDATION WALL
4'-0" LONG #5 VERTICAL DOWEL
AT 32" o.c. BY SPECIFICATION
SECTION 03 3000
1'-0"FIRST FLOOR SLAB
ELEV. = 0' - 0"
P.2 P.1
4'-0" LONG #5 VERTICAL DOWEL
AT 32" o.c. BY SPECIFICATION
SECTION 03 3000.
12" THICK MASONRY WALL
REFER TO SCHEDULE FOR
REINFORCING REQUIREMENTS.
BOTTOM OF FOOTING ELEVATION
REFER TO FOUNDATION PLAN
6" 1'-9" 6"
2'-9"1'-0"8" THICK MASONRY FIREWALL,
REFER TO SCHEDULE FOR
REINFORCING REQUIREMENTS.
UNDERSLAB VAPOR
RETARDER
#4 AT 8" o.c. HORIZONTAL,
EACH FACE
#4 AT 12" o.c. VERTICAL
3 #5 CONTINUOUS AT TOP
AND BOTTOM OF WALL
4 #4 CONTINUOUS FOOTING
VERTICAL DOWEL AT 12" o.c.
4'-0" LONG VERTICAL DOWEL BY SPECIFICATION
SECTION 03 3000. SIZE AND SPACING TO MATCH
MASONRY WALL REINFORCING.
.
RECESSED REINFORCED
CONCRETE SLAB ON GRADE,
REFER TO FOUNDATION PLAN
REINFORCED CONCRETE SLAB ON
GRADE, REFER TO FOUNDATION PLAN
FACE OF FOUNDATION WALL
CONTINUOUS 2x4 FORMED KEY
1
5 5/16"
FINISH GRADE, REFER TO
CIVIL DRAWINGS.
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/26/2021 5:25:34 PMC:\Users\ENG-03\Documents\17030_s19_kbrown@girardco.com.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-2.03
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
FOUNDATION
SECTIONS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
S-2.033/4" = 1'-0"
1FOUNDATION SECTION
S-2.033/4" = 1'-0"
7FOUNDATION SECTION
S-2.033/4" = 1'-0"
3FOUNDATION SECTION
S-2.033/4" = 1'-0"
4FOUNDATION SECTION
S-2.033/4" = 1'-0"
5FOUNDATION SECTION
S-2.033/4" = 1'-0"
8FOUNDATION SECTION
S-2.031" = 1'-0"
9FOUNDATION SECTION
S-2.033/4" = 1'-0"
11FOUNDATION SECTION
S-2.033/4" = 1'-0"
13FOUNDATION SECTION
S-2.033/4" = 1'-0"
14FOUNDATION SECTION
S-2.033/4" = 1'-0"
15FOUNDATION SECTION
S-2.033/4" = 1'-0"
10FOUNDATION SECTION
1 03-01-21 Addendum No. 8
S-2.031" = 1'-0"
2FOUNDATION SECTION
1
TYPICAL STEEL DECK PENETRATION SUPPORT FRAME
NO SCALE
GENERAL CONTRACTOR SHALL COORDINATE DIMENSIONS NOTED AS "A" WITH MECHANICAL CONTRACTOR.
NOTES:
1.
OPEN
CL CLBEAM OR JOIST BEAM OR JOIST
"A" "A" "A""A"L6(v) x 4 x 3/8 x 5" LONG CLIP, TYPICAL.
ATTACH DECK TO FRAME WITH 5/8"
DIA. PLUG WELDS AT 12" o.c., TYPICAL
AT EACH BEARING LOCATION.
STEEL DECK
A
B
3/16".TYP.
3/16".TYP.
L6(v) x 4 x 3/8 x 5" LONG CLIP
3/16".TYP.
DETAIL "B"DETAIL "A"
L4(v) x 3 x 5/16 FRAME MEMBERS
UNLESS OTHERWISE NOTED ON
FRAMING PLANS, DETAILS, OR SECTIONS.
3"
STEEL DECKING
REFER TO TYPICAL DECK
CLOSURE DETAILS
3"
2"3/16".TYP.2"
STEEL BEAM OR
OPEN WEB JOIST
3/16".TYP.2"
PROVIDE FRAME AT OPENINGS LARGER THAN 18" x 18" SQUARE AND AT PIPE GROUPINGS GREATER THAN 18" LONG.2.
"A""A""A"WF BEAM OR JOIST
WF BEAM OR JOIST
WF BEAM OR JOIST
WF BEAM OR JOISTWF BEAM OR JOISTWF BEAM OR JOIST"A""A"
"A" "A""A"TYPICAL ROOF AND OVERFLOW DRAIN FRAME LAYOUTS
NO SCALE
L3 L3L3
L3 L3L3L3
L3L3L3x3x1/4 STEEL FRAME, TYPICAL AT
ALL ROOF DRAIN AND OVERFLOW
DRAIN LOCATIONS U.O.N.
CONTRACTORS SHALL COORDINATE LOCATION AND
DIMENSIONS OF ALL ROOF AND OVERFLOW DRAINS
WITH FULL SET OF CONTRACT DOCUMENTS,
COORDINATION DRAWINGS, AND DIMENSIONS OF
PRODUCTS TO BE SUPPLIED.
NOTES:
1. FRAMING LAYOUT SHOWN FOR TYPICAL LOCATIONS WITHIN A FRAMING BAY. REFER TO ARCHITECTURAL AND
PLUMBING DRAWINGS FOR QUANTITIES AND LOCATIONS OF ALL ROOF AND OVERFLOW DRAINS WHETHER
SHOWN ON STRUCTING FRAMING PLANS OR NOT.
2.REFER TO TYPICAL ROOF DECK PENETRATION SUPPORT DETAIL FOR ATTACHMENTS OF ROOF FRAME TO PRIMARY
STRUCTURAL STEEL FRAMING ELEMENTS.
RD
RD
RD
EOS
0" EOD
CL BEAM
CONTINUOUS LIGHT
GAGE POURSTOP BY
DECK MANUFACTURER
REFER TO FRAMING PLANS
AND SECTIONS FOR EDGE
OF SLAB DIMENSIONS.
CONCRETE SLAB ON STEEL DECK,
REFER TO FRAMING PLAN.
STEEL BEAM, REFER TO
FRAMING PLAN.
EOS
CL BEAM
CONTINUOUS LIGHT
GAGE POURSTOP BY
DECK MANUFACTURER
REFER TO FRAMING PLANS
AND SECTIONS FOR EDGE
OF SLAB DIMENSIONS.
CONCRETE SLAB ON STEEL DECK,
REFER TO FRAMING PLAN.
STEEL BEAM, REFER TO
FRAMING PLAN.
CONTINUOUS LIGHT
GAGE CELL CLOSURE BY
DECK MANUFACTURER.0" EOD
CL BEAM
STEEL BEAM, REFER
TO FRAMING PLAN.
.REFER TO FRAMING
PLANS AND SECTIONS
1" EOD
CONTINUOUS
PERIMETER ANGLE
STEEL OUTRIGGER, REFER
TO FRAMING SECTIONS
AND TYPICAL DETAIL.
STEEL ROOF DECK, REFER
TO FRAMING PLAN.
CL BEAM
STEEL BEAM, REFER
TO FRAMING PLAN.
.REFER TO FRAMING
PLANS AND SECTIONS
CONTINUOUS
PERIMETER ANGLE
STEEL OUTRIGGER, REFER
TO FRAMING SECTIONS
AND TYPICAL DETAIL.
STEEL ROOF DECK, REFER
TO FRAMING PLAN.
1" EOD
CL BEAM
STEEL BEAM, REFER
TO FRAMING PLAN.
STEEL ROOF DECK, REFER
TO FRAMING PLAN.
STEEL ROOF DECK, REFER
TO FRAMING PLAN.
CONTINUOUS FLAT PLATE,
GAGE TO MATCH STEEL DECK.
FIELD CUT DECK AFTER
CONCRETE POUR
2" MIN. BEARING
LIGHT GAGE POUR STOP
BY DECK MANUFACTURER
.COORDINATE OPENING SIZE
WITH CONTRACT DOCUMENTS.
FIELD CUT DECK AFTER
CONCRETE POUR
LIGHT GAGE POUR STOP
AND CELL CLOSURE BY
DECK MANUFACTURER
.COORDINATE OPENING SIZE
WITH CONTRACT DOCUMENTS.
CONTINUOUS CLOSURE STRIP IF
REQUIRED BY DECK LAYOUT DURING
COMPOSITE FLOOR CONSTRUCTION.
2" MIN. BEARING
TYPICAL COMPOSITE FLOOR DECK CLOSURE DETAILS
NO SCALE
BEAM PARALLEL TO DECK SPAN
BEAM PERPENDICULAR TO DECK SPAN
FLOOR OPENING PARALLEL TO DECK SPAN
FLOOR OPENING PERPENDICULAR TO DECK SPAN
TYPICAL ROOF DECK CLOSURE DETAILS
NO SCALE
BEAM PARALLEL TO DECK SPAN
BEAM PERPENDICULAR TO DECK SPAN
DECK SPAN DIRECTION CHANGE
0" EOD
DECK LAYOUT SHALL BE CONFIGURED
TO PROVIDE DECK ATTACHMENT TO
PRIMARY PERIMETER STEEL BEAM.
CONTINUOUS DECK FINISH STRIP
BY DECK MANUFACTURER.
.1/4 2"
1/4 1"
.
STEEL BEAM, REFER
TO FRAMING PLAN.DIAGONAL BRACE, SEE
SECTION FOR SIZE
1/4" GUSSET PLATE
TYPICAL DIAGONAL BRACE CONNECTION DETAILS
NO SCALE
1/4" STEEL BENT PLATE EXPANSION BOLTED
TO UNDERSIDE OF CONCRETE SLAB ON DECK.
CENTER 1/2" DIA. EXPANSION BOLT IN CENTER
OF BOTTOM DECK FLUTE. PROVIDE 2"
MINIMUM EFFECTIVE EMBEDMENT.
PROVIDE 1/4" FACE PLATE BRIDGING TWO BOTTOM
DECK FLUTES EXPANSION BOLTED TO UNDERSIDE OF
CONCRETE SLAB ON DECK AS REQUIRED. CENTER 1/2"
DIA. EXPANSION BOLT IN CENTER OF BOTTOM DECK
FLUTE. PROVIDE 2" MINIMUM EFFECTIVE EMBEDMENT.
1/4 2"
.1/4 .
NOTE: BRACE CONNECTION
IS SIMILAR AT TOP END AT
BEAM LOCATIONS.
1/2" DIA. ERECTION BOLT
1
1 (MAX.)
STEEL BEAMSTEEL OUTRIGGER,
REFER TO SECTIONS
FOR SIZE AND LENGTH
.
1/4
.1/4 2-12
1/4 2-12
.
STEEL BEAM
STEEL PLATE, REFER
TO SECTION FOR SIZE
1/2" THICK PLATE WITH
(4) 3/4" DIA. BOLTS
CENTERED ON BEAM GAGE.
3/8" STIFFENER PLATE EACH SIDE
OF WEB CENTERED BENEATH
COLUMN AND WELDED TO BEAM,
REFER TO TYPICAL DETAIL.
LENGTH
OUTRIGGER
CL BEAM
STEEL ANGLE OUTRIGGER
CL BEAM
CANTILEVER
PLATE
CONTINUOUS STEEL PLATE
CL BEAM
.
.
FLUSH
.1/4
STIFFENER PLATE, REFER
TO SECTIONS FOR SIZE
BEAM STIFFENER PLATE
STEEL BEAM
HSS STEEL COLUMN
WIDE FLANGE STEEL COLUMN
TRANSFER GIRDER AT WIDE FLANGE AND HSS STEEL COLUMN
TYPICAL STEEL FRAMING DETAILS
NO SCALE
CL COLUMNCLCOLUMN
STIFFENER PLATES EACH SIDE OF
WEB WELDED TO BEAM ALIGNED
WITH COLUMN FLANGES ABOVE,
REFER TO TYPICAL DETAIL. THICKNESS
TO MATCH COLUMN FLANGES.
1/2" THICK PLATE WITH (4) 3/4" DIA.
BOLTS CENTERED ON BEAM GAGE.
STEEL BEAM
1 1/2" TYP.
1 1/2" TYP.
SECTION
TYPICAL BEAMEDGE OF SLABS
PLAN
TYPICAL GIRDER
TYPICAL FRAMED FLOOR SLAB DETAILS
NO SCALE
INSTALLATION OF FLOOR DECK SHALL BE DONE IN ACCORDANCE
WITH THE SDI MANUAL OF CONSTRUCTION WITH STEEL DECK.
REFER TO PROJECT SPECIFICATIONS FOR CONNECTION REQUIREMENTS TO ALL
DECK SUPPORTING MEMBERS BOTH PERPENDICULAR AND PRALLEL TO DECK SPAN.
PROVIDE CELL CLOSURE STRIPS WHERE REQUIRED
SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
NOTES:
3/4" DIA. SHEAR STUDS
3/4" DIA. SHEAR STUDS SPACED EQUALLY ALONG
BEAM LENGTH. SEE PLAN FOR QUANTITIES.
TYPICAL BOLSTER WITH CONTINUOUS
BOTTOM RAILS PLACE PERPENDICULAR
TO THE DECK AT 3'-0" o.c. MAX.
# 4 HOOK BARS AT 12"o.c. TIED TO WELDED
WIRE FABRIC. PROVIDE CHAIRS TO MAINTAIN
PROPER PLACEMENT WITHIN SLAB DEPTH.
# 3 TIE CONTINUOUS
STEEL DECK REFER TO FRAMING PLAN
TYPICAL SPANDREL BEAM OR
BEAM AT OPENING IN FLOOR.
CONTINUOUS POUR STOP
BY DECK MANUFACTURER
1 1/2" MINIMUM STUD
PROJECTION ABOVE TOP OF DECK.
STEEL DECK SEE FRAMING PLAN
STEEL BEAM SEE FRAMING PLAN
STEEL BEAM
3" MIN IN ALL DIRECTIONS
1" CLEAR
1.2.3.
4.
PLACE WIRE MESH OVER REBAR
TOTAL DEPTH OF
COMPOSITE SLAB
# 4 x 8'-0" AT 12" o.c. STAGGER
ENDS 12". PROVIDE SUPPORT
CHAIRS TO POSITION TOP BARS.
SINGLE OR DOUBLE ROW OF
WELDED SHEAR STUDS, REFER TO
FRAMING PLAN FOR QUANTITIES
1" CLEAR TO # 4 BAR
CONTINUOUS CELL CLOSURE
BY DECK MANUFACTURER
STEEL BEAM
.EOS 3'-0".STEEL BEAM STEEL BEAM .4 1/2" MIN...1/2" MINIMUM COVER ABOVE TOP
OF HEADED STUD ANCHOR
DEPTH OF CONCRETE
SLAB OVER STEEL DECK
CL CL CL
CL..TYPICAL DECK SUPPORT AT INTERIOR COLUMNS
NO SCALE
PROVIDE L3 x 3 x 3/16 MIN. DECK SUPPORT
ANGLES WHEN DIMENSION "A" AND/OR "B" IS
GREATER THAN 4" AND AT ALL BEAM TO COLUMN
MOMENT CONNECTIONS. REFER TO FRAMING
PLAN FOR MOMENT CONNECTION LOCATIONS.
PROVIDE DECK SUPPORT ANGLE WHERE PIPE
IS TO BE PLACED ADJACENT TO COLUMN.
COORDINATE PIPE SIZE AND LOCATION.
WITH MECHANICAL CONTRACTOR.
TOP OF DECK SUPPORT ANGLE SHALL
BE FLUSH WITH TOP OF ADJACENT
STEEL FRAMING, TYPICAL.
.TYP.
L2 1/2 x 2 1/2 x 1/4, TYP.
4" TYP.
WIDE FLANGE BEAM
DECK SPAN
DECK SPAN1" TYP.
PROVIDE DECK SUPPORT ANGLES WHEN
DIMENSION "A" AND/OR "B" IS GREATER
THAN 4" AND AT ALL BEAM TO COLUMN
MOMENT CONNECTIONS. REFER TO
FRAMING PLAN FOR LOCATIONS.
BA.TYPE A TYPE B
BA PIPING, CONDUIT, OR OTHER DECK
INTERFERENCE.
PROVIDE EXPANDED WIRE LATH FORMS
AT GAPS BETWEEN FLOOR DECKING AND
STEEL COLUMN, TYPICAL.
.TYP.
L4x4x5/16 WELDED TO FACE OF COLUMN
AT EACH PERIMETER SIDE. EXTEND 2" PAST
COLUMN FACE EACH SIDE.
PERIMETER COLUMNS
CORNER COLUMNS
CONTINUOUS LIGHT GAGE POUR
STOP BY DECK MANUFACTURER
TYPICAL PERIMETER COLUMN DETAILS
NO SCALE
L3x3x3/8 OUTRIGGER AT
EACH PERIMETER SIDE.
.TYP.PERIMETER COLUMNS
CORNER COLUMNS
CONTINUOUS PERIMETER ANGLE.
PROVIDE WELDED, MITERED
CONNECTION AT CORNERS..REFER TO PLANS,
SECTIONS, AND DETAILS
TYPICAL WF BEAM THRU-CANTILEVER DETAIL
NO SCALE
BOLTED CONNECTIONS BETWEEN COVER PLATE AND TOP FLANGE OF BEAMS MAY BE
SUBSTITUTED FOR A WELDED CONNECTION AT STEEL DETAILERS OPTION.
NOTES:
1.
CL SUPPORT
1/2" THICK END PLATE WELDED TO
SUPPORTED BEAM AND BOLTED TO
SUPPORTING BEAM WITH TWO
ROWS OF HIGH STRENGTH BOLTS.
STEEL COVER PLATE AND BOLTED
CONNECTION SIZED FOR DESIGN LOADS
INDICATED IN FRAMING SECTIONS.
STEEL DETAILER SHALL PROVIDE CONNECTION DESIGN FOR THE LOADS PROVIDED.
REFER TO FRAMING SECTIONS.
2.
STEEL FRAMING, REFER TO
FRAMING PLAN FOR SIZE.
TYPICAL WF BEAM THRU-CANTILEVER DETAIL
NO SCALE
BOLTED CONNECTIONS BETWEEN COVER PLATE AND TOP FLANGE OF BEAMS MAY BE
SUBSTITUTED FOR A WELDED CONNECTION AT STEEL DETAILERS OPTION.
NOTES:
1.
CL SUPPORT
1/2" THICK END PLATE WELDED TO
SUPPORTED BEAM AND BOLTED TO
SUPPORTING BEAM WITH TWO
ROWS OF HIGH STRENGTH BOLTS.
STEEL COVER PLATE AND BOLTED
CONNECTION SIZED FOR DESIGN LOADS
INDICATED IN FRAMING SECTIONS.
STEEL DETAILER SHALL PROVIDE CONNECTION DESIGN FOR THE LOADS PROVIDED.
REFER TO FRAMING SECTIONS.
2.
STEEL FRAMING, REFER TO
FRAMING PLAN FOR SIZE.
CJP
TYPICAL HSS COLUMN JOIST BEARING DETAIL
NO SCALE
.TYP.
3"
1 1/2"
STABILIZER PLATE, DO NOT WELD
JOIST BOTTOM CHORD TO PLATE..OPEN WEB STEEL JOIST, REFER
TO FRAMING PLAN FOR SIZE.JOIST SEAT DEPTH, REFER
TO FRAMING SECTIONS.
STEEL COLUMN, REFER
TO COLUMN SCHEDULE
FOR SIZE.
1/2" TYP.
MINIMUM JOIST BEARING LENGTH AND FINAL CONNECTIONS INCLUDING WELD
AND BOLT SIZING SHALL BE AS SPECIFIED BY JOIST MANUFACTURER.
NOTES:
1.
BOLTED CONNECTION IN SLOTTED
HOLES, COORDINATE WITH JOIST
MANUFACTURER.
UPLIST JOIST BRIDGING BY JOIST
MANUFACTURER, REFER TO NET
UPLIFT LOADING DIAGRAM FOR
DESIGN LOADS.
1 1/2"
L4x4x1/2 JOIST BEARING
SEAT, COORDINATE WITH
JOIST MANUFACTURER.
OPEN WEB STEEL JOIST, REFER
TO FRAMING PLAN FOR SIZE.
.TYP..JOIST SEAT DEPTH, REFER
TO FRAMING SECTIONS.
TYPICAL HSS COLUMN JOIST BEARING DETAIL
NO SCALE
MINIMUM JOIST BEARING LENGTH AND FINAL CONNECTIONS INCLUDING WELD
AND BOLT SIZING SHALL BE AS SPECIFIED BY JOIST MANUFACTURER.
NOTES:
1.
STEEL COLUMN, REFER
TO COLUMN SCHEDULE
FOR SIZE.
STABILIZER PLATE, DO NOT WELD
JOIST BOTTOM CHORD TO PLATE.
UPLIST JOIST BRIDGING BY JOIST
MANUFACTURER, REFER TO NET
UPLIFT LOADING DIAGRAM FOR
DESIGN LOADS.
TYPICAL WF BEAM BEARING DETAIL
NO SCALE
.TYP.
BOLTED CONNECTION IN SLOTTED
HOLES, COORDINATE WITH JOIST
MANUFACTURER.
OPEN WEB STEEL JOIST, REFER
TO FRAMING PLAN FOR SIZE.JOIST SEAT DEPTH, REFER
TO FRAMING SECTIONS..WIDE FLANGE STEEL BEAM
MINIMUM JOIST BEARING LENGTH AND FINAL CONNECTIONS INCLUDING WELD
AND BOLT SIZING SHALL BE AS SPECIFIED BY JOIST MANUFACTURER.
NOTES:
1.
STAGGER JOIST ALIGNMENT ON EACH SIDE OF BEAM AT LOCATIONS WHERE THE
BEAM FLANGE WIDTH IS NOT LARGE ENOUGH TO PROVIDE THE MINIMUM
BEARING LENGTH (AS SPECIFIED BY JOIST MANUFACTURER) FOR BOTH JOISTS
WHEN ALIGNED.
2.
UPLIST JOIST BRIDGING BY JOIST
MANUFACTURER, REFER TO NET
UPLIFT LOADING DIAGRAM FOR
DESIGN LOADS.
TYPICAL WF COLUMN JOIST BEARING DETAIL
NO SCALE
.TYP.
3"
1 1/2"
BOLTED CONNECTION IN SLOTTED
HOLES, COORDINATE WITH JOIST
MANUFACTURER..OPEN WEB STEEL JOIST, REFER
TO FRAMING PLAN FOR SIZE.JOIST SEAT DEPTH, REFER
TO FRAMING SECTIONS.
STEEL COLUMN, REFER
TO COLUMN SCHEDULE
FOR SIZE.
1/2" TYP.
MINIMUM JOIST BEARING LENGTH AND FINAL CONNECTIONS INCLUDING WELD
AND BOLT SIZING SHALL BE AS SPECIFIED BY JOIST MANUFACTURER.
NOTES:
1.
STABILIZER PLATE, DO NOT WELD
JOIST BOTTOM CHORD TO PLATE.
UPLIST JOIST BRIDGING BY JOIST
MANUFACTURER, REFER TO NET
UPLIFT LOADING DIAGRAM FOR
DESIGN LOADS.
1 1/2"
L4x4x1/2 JOIST BEARING
SEAT, COORDINATE WITH
JOIST MANUFACTURER.
OPEN WEB STEEL JOIST, REFER
TO FRAMING PLAN FOR SIZE.
.TYP..JOIST SEAT DEPTH, REFER
TO FRAMING SECTIONS.
TYPICAL WF COLUMN JOIST BEARING DETAIL
NO SCALE
MINIMUM JOIST BEARING LENGTH AND FINAL CONNECTIONS INCLUDING WELD
AND BOLT SIZING SHALL BE AS SPECIFIED BY JOIST MANUFACTURER.
NOTES:
1.
STEEL COLUMN, REFER
TO COLUMN SCHEDULE
FOR SIZE.
STABILIZER PLATE, DO NOT WELD
JOIST BOTTOM CHORD TO PLATE.
UPLIST JOIST BRIDGING BY JOIST
MANUFACTURER, REFER TO NET
UPLIFT LOADING DIAGRAM FOR
DESIGN LOADS.
TYPICAL DUNNAGE STEEL POST BASE DETAIL
NO SCALE
REFER TO FRAMING PLANS FOR DUNNAGE FRAME SIZES AND LOCATIONS.
NOTES:
1.
CL SUPPORT
PITCH POCKET OR ROOF
FLASHING COMPATIBLE
WITH ROOFING SYSTEM.
CUT AND PATCH ROOFING
TO MAINTAIN WARRANTY
AT EXISTING CONDITIONS.
CUT AND REMOVE STEEL
DECK AS REQUIRED FOR
INSTALLATION OF POST.
STEEL DUNNAGE POST
WITH 1/2" BASEPLATE,
REFER TO FRAMING PLAN.
STEEL FRAMING, REFER
TO FRAMING PLAN.
.TYP.1/4
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
1/25/2021 12:40:22 PMH:\2017\17-030 Dennis Yarmouth MS\Struct\71011 DYIMS 100% CD.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-3.00
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
TYPICAL FRAMING
DETAILS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
TYPICAL REINFORCEMENT AT SLAB OPENINGS
NO SCALE
SUPPORT FRAME AT STEEL
DECK PENETRATION, REFER TO
TYPICAL DETAIL.
FILL VOIDS AROUND MECHANICAL UTILITIES AFTER DUCTS, PIPES, ETC. ARE INSTALLED WITH APPROPRIATE
JOINT SEALANTS AS SPECIFIED ELSEWHERE.
OPENINGS IN SLABS GREATER THAN 18" x 18" SHALL BE FRAMED WITH STRUCTURAL SUPPORTS, REFER TO
TYPICAL STEEL DECK PENETRATION DETAIL.
SEE TYPICAL SLAB DETAILS AND TYPICAL SLAB PENETRATION REINFORCING DETAILS FOR ADDITIONAL
REQUIREMENTS.
NOTES:
DUCT
POUR STOP BY DECK
MANUFACTURER.
1.
2.
3.
FIRE DAMPER FRAME IF REQUIRED.
COORDINATE SIZE AND LOCATION
WITH MECHANICAL CONTRACTOR.
MECHANICAL CONTRACTOR
SLAB OPENING FOR DUCTWORK
COORDINATE SIZE WITH 3" EOS TYP.
TYPICAL REINFORCING AT
SLAB OPENINGS, REFER
TO TYPICAL DETAIL.
TYPICAL OPEN WEB JOIST REINFORCEMENT DETAIL FOR CONCENTRATED LOADS
NO SCALE
NOTES:
PROVIDE REINFORCEMENT WHEN CONCENTRATED LOADS OCCUR AT NEW AND EXISTING OPEN WEB STEEL JOISTS.1.STEEL JOISTOPEN WEB.
BRACE IS REQUIRED WHEN
CONCENTRATED LOAD IS LOCATED 6"
OR MORE FROM JOIST PANEL POINT.
.BRACE IS REQUIRED WHEN
CONCENTRATED LOAD IS LOCATED 6"
OR MORE FROM JOIST PANEL POINT.
NEW L 1 1/4 x 1 1/2 x 1/4
REINFORCING ANGLE (05 5000)
.
3/16 TYP. (05 5000)
TYPICAL JOIST REINFORCEMENT SHALL BE PROVIDED WHEN CONCENTRATED LOAD APPLIED IS GREATER THAN 100 LBS.2.
SINGLE-PLATE BEAM SHEAR
CONNECTION WELDED TO
COLUMN FACE. REFER TO
PROJECT SPECIFICATIONS.
CJP
HSS COLUMN, REFER TO
COLUMN SCHEDULE.
TOP OF STEEL1 1/2"BACKER BAR TO REMAIN
AT TOP FLANGE.
1/2" CAP PLATE, SEAL WELD ALL
AROUND AT TOP OF COLUMN
WIDE FLANGE BEAM
WIDE FLANGE BEAM TO HSS COLUMN MOMENT CONNECTION - TYPE A
REFER TO MOMENT FRAME ELEVATION NOTES FOR ADDITIONAL DESIGN REQUIREMENTS
GRAVITY MEMBERS AND CONNECTIONS ARE NOT SHOWN FOR CLARITY OF DETAIL.
NOTES:
1.
2.
INDICATED ON MOMENT FRAME ELEVATIONS THUSLY:3.
NO SCALE
BACKER BAR SHALL BE REMOVED
AT BOTTOM FLANGE AND ROOT
WELD BACKGOUGED PRIOR TO
REINFORCING FILLET WELD.
CJP
..MAXIMUM FLANGE WIDTH =
OVERALL HSS FACE WIDTH
NECK DOWN TOP AND BOTTOM
FLANGE OF BEAM WHERE BEAM
WIDTH IS GREATER THAN FACE
WIDTH OF HSS COLUMN. FLANGE
WIDTH AT COLUMN SHALL MEET
WIDTH REQUIREMENTS SHOWN.
.5/16"
WELD ACCESS HOLE
HSS COLUMN, REFER TO
COLUMN SCHEDULE.
AS REQUIRED FOR CJP
GROOVE WELD
MINIMUM FLANGE WIDTH =
0.95 x HSS WORKABLE FLAT.
WIDE FLANGE BEAM WEB
WIDE FLANGE BEAM FLANGE
. .
6"
SINGLE-PLATE BEAM SHEAR CONNECTION
WELDED TO COLUMN FACE. REFER TO
PROJECT SPECIFICATIONS.
STEEL HSS COLUMN.
TOP OF STEEL
WIDE FLANGE BEAM
WIDE FLANGE BEAM TO HSS COLUMN MOMENT CONNECTION - TYPE B
REFER TO MOMENT FRAME ELEVATION NOTES FOR ADDITIONAL DESIGN REQUIREMENTS
GRAVITY MEMBERS AND CONNECTIONS ARE NOT SHOWN FOR CLARITY OF DETAIL.
NOTES:
1.
2.
INDICATED ON MOMENT FRAME ELEVATIONS THUSLY:3.
NO SCALE
HSS COLUMN
TOP OF STEEL
CAP PLATE DESIGNED BY STEEL
FABRICATOR, THICKNESS TO MATCH
BEAM FLANGE. REFER TO FRAME
ELEVATIONS FOR DESIGN LOADS.
.
STEEL HSS COLUMN.
WIDE FLANGE BEAM
1" TYP.
1" TYP.
THROUGH-PLATE AT TOP FLANGE
DESIGNED BY STEEL FABRICATOR,
THICKNESS TO MATCH BEAM
FLANGE. REFER TO FRAME
ELEVATIONS FOR DESIGN LOADS.
THROUGH-PLATE AT TOP AND
BOTTOM FLANGE DESIGNED BY STEEL
FABRICATOR, REFER TO FRAME
ELEVATIONS FOR DESIGN LOADS.
1" TYP.
WIDE FLANGE BEAM
.
.TYP.
TYP.
CJP
BACKER BAR TO REMAIN
AT TOP FLANGE.
CJP
BACKER BAR TO REMAIN
AT TOP FLANGE.
CJP
.5/16"
BACKER BAR SHALL BE REMOVED AT
BOTTOM FLANGE AND ROOT WELD
BACKGOUGED PRIOR TO REINFORCING
FILLET WELD.
THROUGH-PLATE AT BOTTOM FLANGE
DESIGNED BY STEEL FABRICATOR, THICKNESS
TO MATCH BEAM FLANGE + 1/2". REFER TO
FRAME ELEVATIONS FOR DESIGN LOADS.
AS REQUIRED FOR CJP
GROOVE WELD .
BEAM SHEAR CONNECTION, REFER
TO PROJECT SPECIFICATIONS.
CJP
WIDE FLANGE COLUMN .50 KSI COLUMN WEB STIFFENER PLATE
AT TOP AND BOTTOM FLANGE AS
REQUIRED BY DESIGN. REFER TO FRAME
ELEVATIONS FOR DESIGN LOADS.
WIDE FLANGE BEAM TO COLUMN MOMENT CONNECTION - TYPE C
SEE MOMENT FRAME ELEVATION NOTES FOR DESIGN ADDITIONAL DESIGN REQUIREMENTS
GRAVITY MEMBERS AND CONNECTIONS ARE NOT SHOWN FOR CLARITY OF DETAIL.
NOTES:
1.
2.
INDICATED ON FRAMING PLANS AND ELEVATIONS THUS:3.
PROVIDE 50 KSI WEB DOUBLER PLATE AS
REQUIRED BY DESIGN. REFER TO FRAME
ELEVATIONS FOR DESIGN LOADS.
BACKER BAR TO REMAIN
AT TOP FLANGE.
TOP OF STEEL
BACKER BAR SHALL BE REMOVED AT BOTTOM
FLANGE AND ROOT WELD BACKGOUGED
PRIOR TO REINFORCING FILLET WELD.
WIDE FLANGE BEAM
.OVERALL WF COLUMN
FLANGE WIDTH
NECK DOWN TOP AND BOTTOM FLANGE
OF BEAM WHERE BEAM WIDTH IS GREATER
THAN FLANGE WIDTH OF WF COLUMN.
WF COLUMN
WELD ACCESS HOLE
CJP
.
5/16"
50 KSI COLUMN WEB STIFFENER PLATE
AT TOP AND BOTTOM FLANGE AS
REQUIRED BY DESIGN. REFER TO FRAME
ELEVATIONS FOR DESIGN LOADS.
PROVIDE 50 KSI WEB DOUBLER PLATE AS
REQUIRED BY DESIGN. REFER TO FRAME
ELEVATIONS FOR DESIGN LOADS.
NO SCALE
TOP OF COLUMN EXTENSION SHALL BE
GOVERNED BY WEB DOUBLE PLATE DESIGN
AS DETERMINED BY STEEL FABRICATOR. DO
NOT EXTEND BEYOND TOP OF STEEL DECK.
..AS REQUIRED FOR CJP
GROOVE WELD
BEAM SHEAR CONNECTION, REFER
TO PROJECT SPECIFICATIONS.
CJP
WIDE FLANGE COLUMN
50 KSI COLUMN WEB STIFFENER PLATE
AT TOP AND BOTTOM FLANGE AS
REQUIRED BY DESIGN. REFER TO FRAME
ELEVATIONS FOR DESIGN LOADS.
WIDE FLANGE BEAM TO COLUMN MOMENT CONNECTION - TYPE D
SEE MOMENT FRAME ELEVATION NOTES FOR DESIGN ADDITIONAL DESIGN REQUIREMENTS
GRAVITY MEMBERS AND CONNECTIONS ARE NOT SHOWN FOR CLARITY OF DETAIL.
NOTES:
1.
2.
INDICATED ON FRAMING PLANS AND ELEVATIONS THUS:3.
PROVIDE 50 KSI WEB DOUBLER PLATE AS
REQUIRED BY DESIGN. REFER TO FRAME
ELEVATIONS FOR DESIGN LOADS.
BACKER BAR TO REMAIN
AT TOP FLANGE.
TOP OF STEEL
BACKER BAR SHALL BE REMOVED AT BOTTOM
FLANGE AND ROOT WELD BACKGOUGED
PRIOR TO REINFORCING FILLET WELD.
WIDE FLANGE BEAM
.OVERALL WF COLUMN
FLANGE WIDTH
NECK DOWN TOP AND BOTTOM FLANGE
OF BEAM WHERE BEAM WIDTH IS GREATER
THAN FLANGE WIDTH OF WF COLUMN.
WF COLUMN
WELD ACCESS HOLE
CJP
.
5/16"
50 KSI COLUMN WEB STIFFENER PLATE
AT TOP AND BOTTOM FLANGE AS
REQUIRED BY DESIGN. REFER TO FRAME
ELEVATIONS FOR DESIGN LOADS.
PROVIDE 50 KSI WEB DOUBLER PLATE AS
REQUIRED BY DESIGN. REFER TO FRAME
ELEVATIONS FOR DESIGN LOADS.
NO SCALE
CAP PLATE DESIGNED BY STEEL
FABRICATOR, THICKNESS TO MATCH
BEAM FLANGE. REFER TO FRAME
ELEVATIONS FOR DESIGN LOADS.1" TYP.
. .AS REQUIRED FOR CJP
GROOVE WELD
6"
STEEL COLUMN, REFER TO FRAMING
PLAN AND COLUMN SCHEDULE FOR
LOCATION AND SIZE.
REINFORCED CONCRETE SLAB ON COMPOSITE
STEEL DECK OR STEEL ROOF DECK. SEE FRAMING
PLAN AND TYPICAL DETAILS FOR REINFORCING.
WIDE FLANGE BEAM, REFER TO
FRAMING PLAN AND BRACED
FRAME ELEVATIONS.
CL BEAM
SHEAR CONNECTION TO COLUMN AS
REQUIRED BY LATERAL DESIGN LOADS.
CL BRACE
MINIMUM 3/8" THICK GUSSET PLATES AT BRACE ENDS
SHALL BE CONCEALED WITHIN ARCHITECTURAL FINISHES.
GRAVITY MEMBERS WITH
CORRESPONDING CONNECTIONS
NOT SHOWN FOR CLARITY.
WP
SHEAR CONNECTION TO COLUMN AS
REQUIRED BY DESIGN LOADS. REFER
TO PROJECT SPECIFICATIONS.
..
.
STEEL BRACE WITH 1/2" DIA.
ERECTION BOLT, REFER TO BRACED
FRAME ELEVATIONS. WELD TO
GUSSET PLATE AFTER BUILDING
DEAD LOADS ARE APPLIED.
REFER TO BRACED FRAME ELEVATIONS FOR ALL MEMBER SIZES AND DESIGN LOADS. THE STEEL FABRICATOR SHALL PROVIDE CONNECTIONS
INCLUDING ALL BOLT AND WELD SIZES AND QUANTITIES AS WELL AS ALL CONNECTING ELEMENTS BASED ON THE DESIGN LOADS PROVIDED.
NOTES:
1.
BRACE STEEL COLUMN, REFER TO
COLUMN SCHEDULE FOR SIZE.
ANCHOR RODS, REFER TO COLUMN
SCHEDULE NOTES AND PLAN DETAILS.
STEEL BASEPLATE, REFER TO
COLUMN SCHEDULE FOR SIZE.
MINIMUM 3/8" THICK GUSSET PLATE TO BE
CONCEALED WITHIN ARCHITECTURAL FINISHES.
REINFORCED CONCRETE PIER, REFER TO
FOUNDATION PLAN AND PIER SCHEDULE.
STEEL BRACE WITH 1/2" DIA.
ERECTION BOLT, REFER TO BRACED
FRAME ELEVATIONS FOR SIZE. WELD
TO GUSSET PLATE AFTER BUILDING
DEAD LOADS HAVE BEEN APPLIED.
TYP.
PROVIDE CLEARANCE IN TOP OF
FOUNDATION WALL FOR GUSSET PLATE.
FILL POCKET SOLID WITH CONCRETE AFTER
BUILDING DEAD LOADS HAVE BEEN APPLIED.
.
TOP OF PIER
ELEV. = REFER TO FOUND. PLAN
WP
REFER TO FOUNDATION
DETAILS FOR WALL
REINFORCING.
CL
REFER TO BRACED FRAME ELEVATIONS FOR ALL MEMBER SIZES AND DESIGN LOADS. THE STEEL FABRICATOR SHALL PROVIDE CONNECTIONS
INCLUDING ALL BOLT AND WELD SIZES AND QUANTITIES AS WELL AS ALL CONNECTING ELEMENTS BASED ON THE DESIGN LOADS PROVIDED.
NOTES:
1.
CLBRACE BRACE
.1/4
MINIMUM 3/8" THICK THRU-
PLATE GUSSET CONNECTION
HSS STEEL BRACE, REFER TO
FRAME ELEVATIONS FOR SIZE.
CL
TYP.
.TYP.
.TYP.
REFER TO BRACED FRAME ELEVATIONS FOR ALL MEMBER SIZES AND DESIGN LOADS. THE STEEL
FABRICATOR SHALL PROVIDE CONNECTIONS INCLUDING ALL BOLT AND WELD SIZES AND
QUANTITIES AS WELL AS ALL CONNECTING ELEMENTS BASED ON THE DESIGN LOADS PROVIDED.
NOTES:
1.
O M I T
D E T A I L
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/26/2021 5:25:35 PMC:\Users\ENG-03\Documents\17030_s19_kbrown@girardco.com.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-3.01
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
TYPICAL FRAMING
DETAILS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
S-3.013/4" = 1'-0"
1TYPICAL BRACED FRAME BEAM TO COLUMN CONNECTION
S-3.013/4" = 1'-0"
4TYPICAL BRACED FRAME BASE DETAIL
S-3.013/4" = 1'-0"
3TYPICAL HSS X-BRACE JOINT CONNECTION
1 2-12-21 Structural Bulletin No. 1
2 03-01-21 Addendum No. 8
S-3.011" = 1'-0"
2TYPICAL SHEAR LUG DETAIL
2
(addendum 2)
V
T.STEEL MUSIC ROOF
ELEV. = 21' - 10"
STRUCTURAL STEEL FRAMING WITH
SPRAY APPLIED FIREPROOFING, REFER
TO FRAMING PLAN FOR SIZE.
STEEL ROOF DECK WITH SPRAY APPLIED
FIREPROOFING AT UNDERSIDE, REFER
TO FRAMING PLAN.
EXTERIOR COLD FORMED STEEL FRAMED
PARAPET WALL, REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
TYPICAL 5" WIDE x 3/8" THICK PARAPET
WALL REINFORCING PLATE AT 6'-0" o.c.
MAX BY MISCELLANEOUS METALS (05 5000).
3"
CUT OUT ROOF DECK AS REQUIRED TO INSTALL
PARAPET WALL REINFORCING PLATE (05 5000).
CL BEAM
2 1/2"
1 1/4" EOD
EXTERIOR COLD FORMED METAL FRAMED
CURTAIN WALL WITH DEFLECTION TRACK,
REFER TO PROJECT SPECIFICATIONS.
3" LONG PIECE C4x4.5 WELDED TO BOTTOM
FLANGE OF BEAM AT 24" o.c. (05 1200).1'-6"TYPICAL (05 5000).1/4"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
T.STEEL MUSIC ROOF
ELEV. = 21' - 10"
STRUCTURAL STEEL FRAMING WITH
SPRAY APPLIED FIREPROOFING,
REFER TO FRAMING PLAN FOR SIZE.
STRUCTURAL STEEL FRAMING
AT GRID LINE a15 ONLY, REFER
TO FRAMING PLAN FOR SIZE.
STEEL ROOF DECK WITH SPRAY APPLIED FIREPROOFING
AT UNDERSIDE, REFER TO FRAMING PLAN.
TYPICAL 5" WIDE PARAPET WALL
REINFORCING PLATE AT 6'-0" o.c. MAX
BY MISCELLANEOUS METALS (05 5000).
3"
CUT OUT ROOF DECK AS REQUIRED
TO INSTALL PARAPET WALL
REINFORCING PLATE (05 5000).
SLOPE
4"
EXTERIOR COLD FORMED METAL FRAMED
PARAPET WALL, REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
EXTERIOR COLD FORMED METAL FRAMED
CURTAIN WALL WITH DEFLECTION TRACK,
REFER TO PROJECT SPECIFICATIONS.
3" LONG PIECE C4x4.5 WELDED TO BOTTOM
FLANGE OF BEAM AT 24" o.c. (05 1200).
4" DEEP x 3/8" THICK OUTRIGGER PLATE
(05 5000), REFER TO FRAMING PLAN.
CONTINUOUS 3/16" THICK STEEL PLATE
(05 5000), REFER TO FRAMING PLAN.
EXTRUDED ALUMINUM SUPPORT ANGLE ON
ALL SIDES BY RADIANT PANEL MANUFACTURER.
INTERIOR FINISH, REFER TO
ARCHITECTURAL DRAWINGS.
3/16" DIA. STABILIZING ROD (05 5000),
REFER TO FRAMING PLAN.
EXTERIOR SUN CONTROL DEVICE,
REFER TO ARCHITECTURAL DRAWINGS.
CONTINUOUS HSS 6(V) x 5 x 5/16 STEEL GIRT.
CONNECT TO COLUMN AT EACH END (05 1200).
EXTERIOR COLD FORMED METAL FRAMED
CURTAIN WALL WITH DEFLECTION TRACK,
REFER TO PROJECT SPECIFICATIONS.
(4) 1/2" DIA. THREADED STUDS WELDED TO FACE OF
CONRINUOUS GIRT. COORDINATE CONFIGURATION
WITH SUNSHADE SYSTEM MANUFACTURER.
1/2" THICK LOAD BEARING THERMAL
BREAK PAD. PROVIDE PAD, WASHERS,
AND BUSHINGS (05 1200).
3'-0 5/8"1'-6"TYPICAL (05 5000).1/4"
2
2
INSIDE FACE OF
CONTINUOUS PLATE
2
1 1/2"
2
TOP OF LIGHT SHELF SUPPORT FRAMING
ELEV. = REFER TO PLAN
2
W
T.STEEL MUSIC ROOF
ELEV. = 21' - 10"
TOP OF LIGHT SHELF SUPPORT FRAMING
ELEV. = 8' - 7"
STRUCTURAL STEEL FRAMING WITH SPRAY APPLIED
FIREPROOFING, REFER TO FRAMING PLAN FOR SIZE.
4" DEEP x 3/8" THICK OUTRIGGER PLATE
(05 5000), REFER TO FRAMING PLAN.
STEEL ROOF DECK WITH SPRAY APPLIED FIREPROOFING
AT UNDERSIDE, REFER TO FRAMING PLAN.
EXTERIOR COLD FORMED STEEL FRAMED
PARAPET WALL, REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
4" 1" EOD
TYPICAL 3/8" THICK x 5" WIDE PARAPET
WALL REINFORCING PLATE AT 6'-0" o.c. MAX
BY MISCELLANEOUS METALS (05 5000).3"
SLOPE
CONTINUOUS DECK CLOSURE
STRIP BY DECK MANUFACTURER.
CONTINUOUS L5(V) x 3 1/2 x 5/16 (05 1200)
CONTINUOUS 3/16" THICK STEEL PLATE
(05 5000), REFER TO FRAMING PLAN.
EXTRUDED ALUMINUM SUPPORT
ANGLE ON ALL SIDES BY RADIANT
PANEL MANUFACTURER.
INTERIOR FINISH, REFER TO
ARCHITECTURAL DRAWINGS.
3/16" DIA. STABILIZING ROD (05 5000),
REFER TO FRAMING PLAN.
CANTILEVERED SUNSHADE SYSTEM,
REFER TO ARCHITECTURAL DRAWINGS.
EXTERIOR COLD FORMED METAL FRAMED
CURTAIN WALL WITH DEFLECTION TRACK,
REFER TO PROJECT SPECIFICATIONS.
CONTINUOUS HSS 6(V) x 5 x 5/16 STEEL GIRT.
CONNECT TO COLUMN AT EACH END (05 1200).
EXTERIOR COLD FORMED METAL FRAMED
CURTAIN WALL WITH DEFLECTION TRACK,
REFER TO PROJECT SPECIFICATIONS.
(4) 1/2" DIA. THREADED STUDS WELDED TO FACE OF
CONTINUOUS GIRT. COORDINATE CONFIGURATION
WITH SUNSHADE SYSTEM MANUFACTURER.
1/2" THICK LOAD BEARING THERMAL
BREAK PAD. PROVIDE PAD, WASHERS,
AND BUSHINGS (05 1200).
3'-0 5/8"
3" LONG PIECE C4x4.5 WELDED TO BOTTOM
FLANGE OF BEAM AT 24" o.c. (05 1200).1'-6"TYPICAL (05 5000).1/4"
2
1 1/2"
2
INSIDE FACE OF
CONTINUOUS PLATE
2
V
T.STEEL MUSIC ROOF
ELEV. = 21' - 10"
STRUCTURAL STEEL FRAMING WITH SPRAY APPLIED
FIREPROOFING, REFER TO FRAMING PLAN FOR SIZE.
STEEL ROOF DECK WITH SPRAY APPLIED FIREPROOFING
AT UNDERSIDE, REFER TO FRAMING PLAN.
EXTERIOR COLD FORMED STEEL FRAMED
PARAPET WALL, REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.TYPICAL 5" WIDE x 3/8" THICK PARAPET
WALL REINFORCING PLATE AT 6'-0" o.c.
MAX BY MISCELLANEOUS METALS (05 5000).3"1'-6"4"
CUT OUT ROOF DECK AS REQUIRED TO INSTALL
PARAPET WALL REINFORCING PLATE (05 5000).
EXTERIOR COLD FORMED METAL FRAMED
CURTAIN WALL WITH DEFLECTION TRACK,
REFER TO PROJECT SPECIFICATIONS..TOP OF STEEL BEAM
ELEVATION VARIES.
3" LONG PIECE C4x4.5 WELDED TO BOTTOM
FLANGE OF BEAM AT 24" o.c. (05 1200).
TYPICAL (05 5000).
1/4"
a2
T.STEEL MUSIC ROOF
ELEV. = 21' - 10"
STRUCTURAL STEEL FRAMING WITH
SPRAY APPLIED FIREPROOFING,
REFER TO FRAMING PLAN FOR SIZE.
EXTERIOR COLD FORMED STEEL FRAMED
PARAPET WALL, REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
STEEL ROOF DECK WITH SPRAY FIREPROOFING
AT UNDERSIDE, REFER TO FRAMING PLAN.
CUT OUT ROOF DECK AS REQUIRED
TO INSTALL PARAPET WALL
REINFORCING PLATE (05 5000).
TYPICAL 5" WIDE x 3/8" THICK PARAPET
WALL REINFORCING PLATE AT 6'-0" o.c.
MAX BY MISCELLANEOUS METALS (05 5000).
3"
TOP OF STEEL BEAM
ELEVATION VARIES.
3" LONG PIECE C4x4.5 WELDED TO BOTTOM
FLANGE OF BEAM AT 24" o.c. (05 1200)..5" EOD
EXTERIOR COLD FORMED METAL FRAMED
CURTAIN WALL WITH DEFLECTION TRACK,
REFER TO PROJECT SPECIFICATIONS.1'-6"TYPICAL (05 5000).1/4"
T.STEEL MUSIC ROOF
ELEV. = 21' - 10"
b13
STRUCTURAL STEEL FRAMING WITH SPRAY APPLIED
FIREPROOFING, REFER TO FRAMING PLAN FOR SIZE.
STEEL ROOF DECK WITH SPRAY APPLIED FIREPROOFING
AT UNDERSIDE, REFER TO FRAMING PLAN.
EXTERIOR COLD FORMED STEEL FRAMED
PARAPET WALL, REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
L 4 x 4 x 3/8 VERTICAL AT 48" o.c. (05 1200)
OUTRIGGER, L 6 x 4 x 3/8 WITH BOLTED END
PLATE CONNECTION TO VERTICAL L4x4 (05 1200).
10 1/2"
1'-2 1/2"
1" EOD
CONTINUOUS L4(V) x 3 x 1/4 (05 1200)
WELDED TO EACH OUTRIGGER.1'-8"EXTERIOR CLERESTORY SYSTEM, REFER
TO ARCHITECTURAL DRAWINGS.
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
T.STEEL MUSIC ROOF
ELEV. = 21' - 10"
b13
L 4 x 4 x 3/8 VERTICAL AT
48" o.c. (05 1200).
OUTRIGGER, L 6 x 4 x 3/8 WITH BOLTED END
PLATE CONNECTION TO VERTICAL L4x4 (05 1200).
CONTINUOUS L4(V) x 3 x 1/4 WELDED
TO EACH OUTRIGGER (05 1200).
STRUCTURAL STEEL FRAMING WITH
SPRAY APPLIED FIREPROOFING, REFER
TO FRAMING PLAN FOR SIZE.
STEEL ROOF DECK WITH SPRAY APPLIED
FIREPROOFING AT UNDERSIDE, REFER
TO FRAMING PLAN.
STRUCTURAL STEEL FRAMING WITH SPRAY APPLIED
FIREPROOFING, REFER TO FRAMING PLAN FOR SIZE.
b15.4 b12.9
2'-8 1/4"4'-6"
CL BEAM CL BEAM
7"
4"
HSS COLUMN BEYOND, REFER TO FRAMING PLAN.
EXTERIOR CLERESTORY SYSTEM, REFER
TO ARCHITECTURAL DRAWINGS AND
PROJECT SPECIFICATIONS.
EXTERIOR COLD FORMED METAL FRAMED
PARAPET WALL, REFER TO PROJECT
SPECIFICATIONS. COORDINATE DIMENSIONS
WITH ARCHITECTURAL DRAWINGS.
CONTINUOUS L5(V)x3 1/2x5/16 (05 1200)
AT TOP AND BOTTOM FLANGE.
STEEL ROOF DECK WITH SPRAY
APPLIED FIREPROOFING AT
UNDERSIDE, REFER TO FRAMING PLAN.
EXTERIOR CLERESTORY SYSTEM, REFER
TO ARCHITECTURAL DRAWINGS AND
PROJECT SPECIFICATIONS.
1'-2 1/4"
10 1/2"
11"8"1'-8"1/2" THICK x 5" WIDE BENT WALL
REINFORCING PLATE AT 48" o.c. BY MISC.
METALS (05 5000). FIELD WELD TO BEAM TOP
FLANGE. CUT OUT ROOF DECK AS REQUIRED.
14"
3"
CONTINUOUS DECK CLOSURE
STRIP BY DECK MANUFACTURER.
SLOPE
EXTERIOR COLD FORMED METAL
FRAMED PARAPET WALL, REFER TO
ARCHITECTURAL DRAWINGS AND
PROJECT SPECIFICATIONS.
CUT OUT ROOF DECK AS REQUIRED
TO INSTALL PARAPET WALL
REINFORCING PLATE (05 5000).
TYPICAL (05 5000).1/4"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
STRUCTURAL STEEL FRAMING WITH
SPRAY APPLIED FIREPROOFING,
REFER TO FRAMING PLAN FOR SIZE.
STEEL ROOF DECK WITH SPRAY APPLIED
FIREPROOFING AT UNDERSIDE, REFER
TO FRAMING PLAN.
EXTERIOR FINISHES REFER TO
ARCHITECTS DRAWINGS
COLD FORMED METAL TRUSS
FRAMING AT 24" o.c.
L2x2x1/4 OUTRIGGER AT 24" o.c. (05 1200).
CONTINUOUS L4x3x3/8 (05 1200),
BENT TO RADIUS. COORDINATE
WITH ARCHITECTURAL DRAWINGS.
COLD FORMED METAL CLIP CONNECTION
TO CONTINUOUS ANGLE (05 4000).
CONTINUOUS 3/8" THICK BENT PLATE
BENT TO RADIUS (05 1200). COORDINATE
WITH ARCHITECTURAL DRAWINGS.
CLBEAM
4"
2"
VARIES
1" EOD
1/2"
a5
T.STEEL AUDITORIUM
ELEV. = 32' - 6"
STEEL FRAMING, REFER
TO FRAMING PLAN.
STEEL ROOF DECK, REFER
TO FRAMING PLAN.
CONTINUOUS L3 x 3 x 1/4 x 8'-0" LONG SLIDING DOOR GUIDE
TRACK SUPPORT EACH SIDE OF PROSCENIUM OPENING.
COORDINATE WITH STAGE RIGGING DRAWING TR-107. FILLET
WELD ALL AROUND TO CLIP L 4 x 4 x 1/4 x 4" LONG SPACED @
24"o.c. FILLET WELD CLIP TO BEAM FLANGE. PROVIDE CLIP
SUPPORT TO COLUMN FACE AND EXTEND ANGLE BEYOND
COLUMN. NO CLIP ANGLE SUPPORT BEYOND COLUMN REQUIRED.
W 24 PROSCENIUM OPENING BEAM
ELEV. = 22'-4"
T/STEEL
a2
ELEV. = 17'-6"
MC 10 x 41.1 TOP
T/STEEL
MC 10 x 41.1 BOTTOM
W 18 x 35 BEAM
CLIP L5(V) x 3 1/2 x 5/16 x 6 1/2" LONG
EACH SIDE OF VERTICAL TUBE STEEL
JAMB POST. FILLET WELD ALL AROUND
TO TUBE STEEL. BOLT THROUGH TO W
18 FLANGE WITH 2-3/4" DIA. A325 BOLTS.
HSS 8 x 4 x 3/8
VERTICAL JAMB POST
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1" = 1'-0"2/26/2021 5:25:36 PMC:\Users\ENG-03\Documents\17030_s19_kbrown@girardco.com.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-3.02
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
FRAMING SECTIONS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
S-3.021" = 1'-0"
8FRAMING SECTION
S-3.021" = 1'-0"
2FRAMING SECTION
S-3.021" = 1'-0"
1FRAMING SECTION
S-3.021" = 1'-0"
7FRAMING SECTION
S-3.021" = 1'-0"
5FRAMING SECTION
S-3.021" = 1'-0"
4FRAMING SECTION
S-3.021" = 1'-0"
3FRAMING SECTION
S-3.021" = 1'-0"
6FRAMING SECTION
1 2-12-21 Structural Bulletin No. 1
2 03-01-21 Addendum No. 8
S-3.021" = 1'-0"
9FRAMING SECTION
2
S-3.021" = 1'-0"
10FRAMING SECTION
2
(addendum 2)
a2
T.STEEL AUDITORIUM
ELEV. = 32' - 6"
STRUCTURAL STEEL FRAMING, REFER
TO FRAMING PLAN FOR SIZE.
STEEL ROOF DECK, REFER
TO FRAMING PLAN.
EXTERIOR COLD FORMED METAL FRAMED
PARAPET WALL, COORDINATE DIMENSIONS
WITH ARCHITECTURAL DRAWINGS.
TYPICAL 5" WIDE x 3/8" THICK PARAPET
WALL REINFORCING PLATE AT 6'-0" o.c. MAX
BY MISCELLANEOUS METALS (05 5000).
3"CONTINUOUS DECK CLOSURE
STRIP BY DECK MANUFACTURER.
EXTERIOR COLD FORMED STEEL FRAMED CURTAIN
WALL SYSTEM. REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
CONTINUOUS L4(V)x3x1/4 (05 1200).
STRUCTURAL BRACING, REFER
TO LATERAL FRAME ELEVATIONS
4" 1" EOD
2'-0"TYPICAL (05 5000).1/4"
T.STEEL MUSIC ROOF
ELEV. = 21' - 10"
STRUCTURAL STEEL FRAMING WITH SPRAY APPLIED
FIREPROOFING, REFER TO FRAMING PLAN FOR SIZE.
STRUCTURAL STEEL FRAMING,
REFER TO FRAMING PLAN FOR SIZE.
STEEL ROOF DECK, REFER
TO FRAMING PLAN.
EXTERIOR COLD FORMED METAL FRAMED
PARAPET WALL, REFER TO PROJECT
SPECIFICATIONS. COORDINATE DIMENSIONS
WITH ARCHITECTURAL DRAWINGS.
CONTINUOUS L3x3X1/4 (05 1200).
L3x3x1/4 OUTRIGGER AT 48" o.c. (05 1200),
REFER TO TYPICAL DETAIL.
CONTINUOUS DECK CLOSURE STRIP BY
DECK MANUFACTURER.
VARIES
R = 160'-8"
EXTERIOR COLD FORMED METAL FRAMED
CURTAIN WALL. PROVIDE VERTICAL
DEFLECTION CLIP CONNECTED TO
STRUCTURAL STEEL FRAMING (05 4000).
STRUCTURAL BRACING, REFER TO
LATERAL FRAME ELEVATIONS.
STEEL ROOF DECK, REFER
TO FRAMING PLAN.
TOP OF STEEL
ELEV. = VARIES, SEE PLAN
U
T.STEEL AUDITORIUM
ELEV. = 32' - 6"
STRUCTURAL STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE.
STEEL ROOF DECK, REFER
TO FRAMING PLAN.
EXTERIOR COLD FORMED STEEL FRAMED
PARAPET WALL, REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
TYPICAL 5" WIDE x 3/8" THICK PARAPET
WALL REINFORCING PLATE AT 6'-0" o.c. MAX
BY MISCELLANEOUS METALS (05 5000).
3"
CUT OUT ROOF DECK AS REQUIRED
TO INSTALL PARAPET WALL
REINFORCING PLATE (05 5000).
EXTERIOR COLD FORMED STEEL FRAMED CURTAIN
WALL SYSTEM. REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.2'-0"TYPICAL (05 5000)1/4"
TYPICAL (05 5000)1/4"
U
T.STEEL MUSIC ROOF
ELEV. = 21' - 10"
T.STEEL AUDITORIUM
ELEV. = 32' - 6"
STRUCTURAL STEEL FRAMING, REFER
TO FRAMING PLAN FOR SIZE.
STRCTURAL STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE.
OPEN WEB STEEL JOIST FRAMING,
REFER TO FRAMING PLAN.
CONTINUOUS JOIST BRIDGING AT TOP AND
BOTTOM CHORD BY JOIST MANUFACTURER.
1 1/2" DEEP WIDE RIB STEEL ROOF
DECK, REFER TO FRAMING PLAN.
EXTERIOR COLD FORMED METAL FRAMED
PARAPET WALL, REFER TO PROJECT
SPECIFICATIONS. COORDINATE DIMENSIONS
WITH ARCHITECTURAL DRAWINGS.
EXTERIOR COLD FORMED STEEL FRAMED CURTAIN
WALL SYSTEM. REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
1 1/2" DEEP WIDE RIB STEEL ROOF DECK, REFER TO
ROOF FRAMING PLAN. PROVIDE CONTINUOUS BENT
FINISH STRIP AT DECK EDGE, TYPICAL.
TYPICAL 5" WIDE x 3/8" THICK PARAPET
WALL REINFORCING PLATE AT 6'-0" o.c. MAX
BY MISCELLANEOUS METALS (05 5000).
3"1'-6"TYPICAL (05 5000).
1/4"
CUT OUT ROOF DECK AS REQUIRED TO INSTALL
PARAPET WALL REINFORCING PLATE (05 5000).
P
T.STEEL KITCHEN
ELEV. = 14' - 4"
T.STEEL AUDITORIUM
ELEV. = 32' - 6"
STEEL ROOF DECK, REFER TO FRAMING PLAN.
EXTERIOR COLD FORMED STEEL FRAMED PARAPET WALL, REFER
TO ARCHITECTURAL DRAWINGS AND PROJECT SPECIFICATIONS.
STRUCTURAL STEEL FRAMING WITH
SPRAY APPLIED FIREPROOFING, REFER
TO FRAMING PLAN FOR SIZE.
STEEL ROOF DECK WITH SPRAY APPLIED FIREPROOFING
AT UNDERSIDE. REFER TO FRAMING PLAN.
STRUCTURAL STEEL FRAMING, REFER
TO FRAMING PLAN FOR SIZE.
TYPICAL 5" WIDE x 3/8" THICK PARAPET
WALL REINFORCING PLATE AT 6'-0" o.c. MAX
BY MISCELLANEOUS METALS (05 5000).
3"
EXTERIOR COLD FORMED STEEL FRAMED CURTAIN
WALL SYSTEM. REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
CUT OUT ROOF DECK AS REQUIRED TO INSTALL
PARAPET WALL REINFORCING PLATE (05 5000).
SLOPE
SLOPE
CONCRETE SLAB ON STEEL DECK,
REFER TO FRAMING PLAN.
CONTINUOUS 3/8" STEEL PLATE,
REFER TO TYPICAL DETAIL (05 1200).
7"2'-0"TYPICAL (05 5000).1/4"
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
P
T.STEEL AUDITORIUM
ELEV. = 32' - 6"
STEEL ROOF DECK, REFER
TO FRAMING PLAN.
STRUCTURAL STEEL FRAMING, REFER
TO FRAMING PLAN FOR SIZE.
STRUCTURAL STEEL FRAMING, REFER
TO FRAMING PLAN FOR SIZE.
STEEL ROOF DECK, REFER TO FRAMING PLAN.
EXTERIOR COLD FORMED STEEL FRAMED
PARAPET WALL, REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
SLOPE
EXTERIOR COLD FORMED STEEL FRAMED CURTAIN
WALL SYSTEM. REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
TYPICAL 5" WIDE x 3/8" THICK PARAPET
WALL REINFORCING PLATE AT 6'-0" o.c.
MAX BY MISCELLANEOUS METALS (05 5000).
3"
SLOPE
OPEN WEB STEEL JOIST FRAMING,
REFER TO FRAMING PLAN.
CONTINUOUS JOIST BRIDGING BY
JOIST MANUFACTURER.2'-0"TYPICAL (05 5000).
1/4"
CUT OUT ROOF DECK AS REQUIRED TO INSTALL
PARAPET WALL REINFORCING PLATE (05 5000).
K
T.STEEL KITCHEN
ELEV. = 14' - 4"
STEEL ROOF DECK WITH SPRAY
APPLIED FIREPROOFING AT
UNDERSIDE, REFER TO FRAMING PLAN.
STRUCTURAL STEEL FRAMING WITH
SPRAY APPLIED FIREPROOFING, REFER
TO FRAMING PLAN FOR SIZE.
EXTERIOR COLD FORMED METAL FRAMED
PARAPET WALL, COORDINATE DIMENSTIONS
WITH ARCHITECTURAL DRAWINGS.
SLOPE
TYPICAL 5" WIDE x 3/8" THICK PARAPET
WALL REINFORCING PLATE AT 6'-0" o.c. MAX
BY MISCELLANEOUS METALS (05 5000).
3"
CUT OUT ROOF DECK AS REQUIRED TO INSTALL
PARAPET WALL REINFORCING PLATE (05 5000).
EXTERIOR COLD FORMED STEEL FRAMED CURTAIN
WALL SYSTEM. REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
3" LONG PIECE C4x4.5 WELDED TO BOTTOM
FLANGE OF BEAM AT 24" o.c. (05 1200).
CONTINUOUS HOT DIP GALVANIZE 1/8" THICK
BENT PLATE (05 5000) AT BACK SIDE OF
PRECAST COPING. SCREW TO COLD FORMED
STEEL WALL STUDS.
5"
5"1'-0"TYPICAL (05 5000).1/4"
T.STEEL AUDITORIUM
ELEV. = 32' - 6"
W 8 x 15 TROLLEY HOIST BEAM
4 x 2 x 3/8 TROLLEY STOP PLATE EACH SIDE
OF BEAM WEB AND EACH END. FILLET WELD
TO BEAM WITH 1/4" FILLET WELD ONE SIDE.4"CLIP ANGLE, L 3 x 3 x 5/16, ON SLOPE
WITH BEAM FLANGE TYPICAL EACH
SIDE. FIELD FILLET WELD IN PLACE.
CLIP ANGLE, L 7(V) x 4 x 3/8 x 5"
LONG EACH SIDE. FIELD FILLET
WELD IN PLACE.
CLIP ANGLE, L 6(V) x 4 x 5/16 x 5"
LONG EACH SIDE. FIELD FILLET
WELD IN PLACE.
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
5" THICK CONCRETE SLAB ON STEEL DECK. REFER
TO FRAMING PLAN. SEE TYPICAL DETAILS FOR
SLAB EDGE REINFORCING REQUIREMENTS.
CONTINUOUS GUARD RAILING (05 5000)
REFER TO ARCHITECTS DRAWINGS.
CONTINUOUS L5 x 5 x 5/16 WITH 1/4" x 3/4" WIDE
x 6" LONG PLUS 1" HOOK BENT STRAP SPACED @
24"o.c. SHOP FILLET WELD TO ANGLE FACE
.1/4"
REFER TO FRAMING PLAN
FOR TOP OF STEEL ELEVATION
7"
EOS
STRUCTURAL STEEL FRAMING WITH
SPRAY APPLIED FIREPROOFING, REFER
TO FRAMING PLAN FOR SIZE.
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1" = 1'-0"2/26/2021 5:25:36 PMC:\Users\ENG-03\Documents\17030_s19_kbrown@girardco.com.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-3.03
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
FRAMING SECTIONS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
DS-3.031" = 1'-0"
3FRAMING SECTION
S-3.031" = 1'-0"
2FRAMING SECTION
S-3.031" = 1'-0"
4FRAMING SECTION
S-3.031" = 1'-0"
1FRAMING SECTION
S-3.031" = 1'-0"
5FRAMING SECTION
S-3.031" = 1'-0"
7FRAMING SECTION
S-3.031" = 1'-0"
6FRAMING SECTION
1 2-12-21 Structural Bulletin No. 1
2 03-01-21 Addendum No. 8
S-3.031" = 1'-0"
8FRAMING SECTION
2
S-3.031" = 1'-0"
9FRAMING SECTION
2
2
2
(addendum 2)
T.STEEL CAFE HIGH ROOF
ELEV. = 26' - 6 1/2"
b4
T.STEEL KITCHEN
ELEV. = 14' - 4"
STEEL ROOF DECK WITH SPRAY APPLIED
FIREPROOFING AT UNDERSIDE, REFER
TO FRAMING PLAN.
STEEL FRAMING WITH SPRAY
APPLIED FIREPROOFING, REFER
TO FRAMING PLAN FOR SIZE.
STEEL FRAMING WITH SPRAY
APPLIED FIREPROOFING, REFER
TO FRAMING PLAN FOR SIZE.
STEEL ROOF DECK WITH SPRAY APPLIED
FIREPROOFING AT UNDERSIDE, REFER
TO FRAMING PLAN.
CONTINUOUS ANGLE FRAME, L 5 x 5 x 3/8
TYPICAL UNDER EXTERIOR CFMF WALL
2'-0"
1
3" LONG PIECE C4x4.5 WELDED
TO BOTTOM FLANGE OF BEAM
AT 24" o.c. (05 1200).
1
EXTERIOR COLD FORMED STEEL FRAMED
PARAPET WALL, REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
1
2'-8"
1
1
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
b4
T.STEEL KITCHEN
ELEV. = 14' - 4"
STEEL ROOF DECK WITH SPRAY APPLIED
FIREPROOFING AT UNDERSIDE, REFER
TO FRAMING PLAN.
STRUCTURAL STEEL FRAMING WITH SPRAY
APPLIED FIREPROOFING, REFER TO
FRAMING PLAN FOR SIZE.
STRUCTURAL STEEL FRAMING WITH SPRAY
APPLIED FIREPROOFING, REFER TO
FRAMING PLAN FOR SIZE.
EXTERIOR COLD FORMED STEEL FRAMED
PARAPET WALL, REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
2'-8"
COLD FORM FRAMING DEFLECTION CLIP
CONNECTION TO STRUCTURAL STEEL (05 4000).
STRUCTURAL STEEL FRAMING WITH
SPRAY APPLIED FIREPROOFING, REFER
TO FRAMING PLAN FOR SIZE.
PROVIDE CONNECTIONS, NOT SHOWN,
FOR JOIST BRIDGING, REFER TO TYPICAL
DETAILS, AND SPECIFICATIONS
CONTINUOUS ANGLE FRAME, L 5 x 5 x 3/8
TYPICAL UNDER EXTERIOR CFMF WALL
STEEL ROOF DECK WITH SPRAY APPLIED
FIREPROOFING AT UNDERSIDE. REFER
TO FRAMING PLAN.
EXTERIOR COLD FORMED STEEL
FRAMED CURTAIN WALL SYSTEM.
REFER TO ARCHITECTURAL DRAWINGS
AND PROJECT SPECIFICATIONS.
1
1
1
2'-0"
1
3" LONG PIECE C4x4.5 WELDED
TO BOTTOM FLANGE OF BEAM
AT 24" o.c. (05 1200).1
1
1
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
b1
STEEL ROOF DECK WITH SPRAY APPLIED
FIREPROOFING AT UNDERSIDE, REFER
TO FRAMING PLAN.
STRUCTURAL STEEL FRAMING WITH
SPRAY APPLIED FIREPROOFING, REFER TO
FRAMING PLAN FOR SIZE.
EXTERIOR COLD FORMED METAL FRAMED
PARAPET WALL, COORDINATE DIMENSIONS
WITH ARCHITECTURAL DRAWINGS.
TYPICAL 5" WIDE PARAPET WALL
REINFORCING PLATE AT 6'-0" o.c. MAX
BY MISCELLANEOUS METALS (05 5000).
12"
3"
SLOPE
EXTERIOR COLD FORMED STEEL FRAMED CURTAIN
WALL SYSTEM. REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
CONTINUOUS L 5x3 1/2x 5/16 (05 1200)
TYPICAL (05 5000).
1/4"
3" LONG PIECE C4x4.5 WELDED
TO BOTTOM FLANGE OF BEAM
AT 24" o.c. (05 1200).
4"
1
T.STEEL CAFE HIGH ROOF
ELEV. = 26' - 6 1/2"
K
STEEL ROOF DECK, REFER
TO FRAMING PLAN.
STRUCTURAL STEEL FRAMING, REFER
TO FRAMING PLAN FOR SIZE.
EXTERIOR COLD FORMED STEEL FRAMED
PARAPET WALL, REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
CONTINUOUS DECK CLOSURE
STRIP BY DECK MANUFACTURER.
LONG-SPAN JOIST, REFER
TO FRAMING PLAN.
HORIZONTAL STEEL GIRT
TYPICAL 5" WIDE PARAPET WALL
REINFORCING PLATE AT 6'-0" o.c. MAX
BY MISCELLANEOUS METALS (05 5000).
4"1'-6"3"
TYPICAL (05 5000).1/4"
1
1
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
P.6
EXTERIOR COLD FORMED METAL FRAMED
PARAPET WALL, COORDINATE DIMENSIONS
WITH ARCHITECTURAL DRAWINGS.
STRUCTURAL STEEL ROOF FRAMING, REFER TO
FRAMING PLAN FOR SIZE AND LOCATION.
STEEL ROOF DECK, REFER TO FRAMING PLAN.
7 1/2" 4"
L3x3x1/4 AT 48" o.c. (05 1200).
CONTINUOUS 7 1/2 x 5 x 5/16 BENT
PLATE, HOT-DIP GALVANIZE (05 1200)
CONNECT JOIST BRIDGING TO BEAM, REFER
TO TYPICAL DETAILS.
TYPICAL 5" WIDE PARAPET WALL
REINFORCING PLATE AT 6'-0" o.c. MAX
BY MISCELLANEOUS METALS (05 5000).
12"
3"
CUT OUT ROOF DECK AS REQUIRED
TO INSTALL PARAPET WALL
REINFORCING PLATE (05 5000).
EXTERIOR COLD FORMED STEEL FRAMED CURTAIN
WALL SYSTEM. REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
1
1
TYPICAL (05 5000).1/4"
1
1
1
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
b32 EXTERIOR COLD FORMED STEEL FRAMED
PARAPET WALL, REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
CONTINUOUS L5x3 1/2x 5/16 STEEL ANGLE. FIELD
WELD TO TOP OF WIDE FLANGE BEAM (05 1200).
STRUCTURAL STEEL ROOF FRAMING, REFER TO
FRAMING PLAN FOR SIZE AND LOCATION.
STEEL ROOF DECK, REFER TO FRAMING PLAN.
1
1
1
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
STRUCTURAL STEEL FRAMING WITH
SPRAY APPLIED FIREPROOFING, REFER
TO FRAMING PLAN FOR SIZE.
STEEL ROOF DECK WITH SPRAY APPLIED
FIREPROOFING AT UNDERSIDE, REFER TO
FRAMING PLAN.
STRUCTURAL STEEL FRAMING
WITH SPRAY APPLIED
FIREPROOFING, REFER TO
FRAMING PLAN FOR SIZE
EXTERIOR WALL CONSTRUCTION,
REFER TO ARCHITECTS
DRAWINGS, AND SPECIFICATIONS.
EXTERIOR FINISHES REFER
TO ARCHITECTS DRAWINGS
COLD FORM METAL TRUSS
FRAMING AT 24" o.c. (05 4000)
L2x2x1/4 OUTRIGGERS AT 24" o.c. (05 5000)
CONTINUOUS L4x3x3/8, BENT TO RADIUS (05 1200)
COLD FORM METAL CLIP
CONNTECTION (05 4000)
CONTINUOUS L4x3x3/8 (05 1200),
BENT TO RADIUS
CONTINUOUS DECK CLOSURE
STRIP BY DECK MANUFACTURER.
1 3" LONG PIECE C4x4.5 WELDED
TO BOTTOM FLANGE OF BEAM
AT 24" o.c. (05 1200).
1
1
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
T.STEEL CAFE HIGH ROOF
ELEV. = 26' - 6 1/2"
C115
STRCTURAL STEEL FRAMING, REFER
TO FRAMING PLAN FOR SIZE.
CONTINUOUS NET UPLIFT JOIST
BRIDGING BY JOIST MANUFACTURER.
1 1/2" DEEP WIDE RIB STEEL ROOF DECK, REFER TO
ROOF FRAMING PLAN. PROVIDE CONTINUOUS BENT
FINISH STRIP AT DECK EDGE, TYPICAL.
CONTINUOUS L5x3 1/2x 5/16 STEEL ANGLE
(05 1200). WELD TO TOP CHORD OF EACH
ROOF JOIST.
EXTERIOR COLD FORMED STEEL FRAMED
PARAPET WALL, REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
5" THICK CONCRETE SLAB ON STEEL DECK. REFER
TO FRAMING PLAN. SEE TYPICAL DETAILS FOR
SLAB EDGE REINFORCING REQUIREMENTS.
STRUCTURAL STEEL FRAMING, REFER
TO FRAMING PLAN FOR SIZE.L 4x4x3/8 STEEL OUTRIGGER AT TOP AND
BOTTOM FLANGE AT 48" o.c. (05 1200).
L 4x4x3/8 STEEL HANGER AT 48" o.c. (05 1200)
CONTINUOUS L6x4x5/16 CURTAIN
WALL SUPPORT LINTEL (05 1200).
CONTINUOUS L6x4x5/16 CURTAIN
WALL SUPPORT LINTEL.
L 4x4x3/8 STEEL OUTRIGGER AT TOP AND
BOTTOM FLANGE AT 48" o.c. (05 1200).
L 4x4x3/8 STEEL HANGER AT 48" o.c. (05 1200).
CONTINUOUS L6x4x5/16 CURTAIN
WALL SUPPORT LINTEL (05 1200).
BOTTOM OF HORIZONTAL ANGLE GIRT
TOP OF HORIZONTAL ANGLE GIRT
BOTTOM OF HORIZONTAL ANGLE GIRT
CONTINUOUS DECK CLOSURE
STRIP BY DECK MANUFACTURER.
7 1/4"
1
1
1
1
1
2'-11 7/16"ELEV. = 23' - 7"
1
ELEV. = 15' - 9"
1
ELEV. = 10' - 1 1/2"
1
1
1
1
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
STRUCTURAL STEEL FRAMING WITH
SPRAY APPLIED FIREPROOFING, REFER
TO FRAMING PLAN FOR SIZE.
5" THICK CONCRETE SLAB ON STEEL DECK. REFER
TO FRAMING PLAN. SEE TYPICAL DETAILS FOR
SLAB EDGE REINFORCING REQUIREMENTS.
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
b12
STRUCTURAL STEEL FRAMING WITH
SPRAY APPLIED FIREPROOFING, REFER
TO FRAMING PLAN FOR SIZE.
b12.3
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
b12
STRUCTURAL STEEL FRAMING WITH
SPRAY APPLIED FIREPROOFING, REFER
TO FRAMING PLAN FOR SIZE.
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1" = 1'-0"2/12/2021 11:55:16 AMH:\2017\17-030 Dennis Yarmouth MS\Struct\71011 DYIMS 100% CD_SB-01.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-3.04
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
FRAMING SECTIONS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
S-3.041" = 1'-0"
10FRAMING SECTION
S-3.041" = 1'-0"
3FRAMING SECTION
S-3.041" = 1'-0"
2FRAMING SECTION
S-3.041" = 1'-0"
7FRAMING SECTION
S-3.041" = 1'-0"
1FRAMING SECTION
S-3.041" = 1'-0"
5FRAMING SECTION
S-3.041" = 1'-0"
11FRAMING SECTION
S-3.041" = 1'-0"
4FRAMING SECTION
S-3.041" = 1'-0"
6FRAMING SECTION
S-3.041" = 1'-0"
8FRAMING SECTION
S-3.041" = 1'-0"
9FRAMING SECTION
1 2-12-21 Structural Bulletin No. 1 (addendum 2)
3 1/2" DEEP, 18 GAUGE, GALVANIZED
ACOUSTICAL DOVETAIL ROOF DECK.
EXTERIOR COLD FORMED STEEL FRAMED
PARAPET WALL, REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
SLOPED STRUCTURAL STEEL FRAMING,
REFER TO FRAMING PLAN FOR SIZE
TOP OF STEEL
ELEV. = VARIES
5 1/2" EOD
12" ACOUSTICAL CONCRETE MASONRY WALL. REFER
TO SCHEDULE FOR REINFORCING. SEE PROJECT
SPECIFICATIONS FOR ADDITONAL REQUIREMENTS.3 1/2"8"
TOP OF MASONRY BOND BEAM
ELEV. = 31' - 4".CUT MASONRY ALONG SLOPE OF STRUCTURAL STEEL FRAMING.4".1" CLEAR
EXTERIOR FINISH, REFER TO
ARCHITECTURAL DRAWINGS
GROUT CELLS SOLID ABOVE
CONTINUOUS BOND BEAM
CONTINUOUS MASONRY BOND
BEAM REINFORCED WITH (2) #5.
GROUT ACOUSTIC CELL AT THRU-
BOLT LOCATIONS.
3/8" BENT PLATE x 6" LONG AT 24" o.c. (05 5000).
COORDINATE LENGTH OF HORIZONTAL LEG
WITH FIELD CONDITIONS. PROVIDE 2" LONG
VERTICAL SLOTTED HOLE IN VERTICAL LEG AND
2" LONG HORIZONTAL SLOTTED HOLE IN
HORIZONTAL LEG. LOCATE BOLT IN BOTTOM OF
VERTICAL SLOTTED HOLE.8"3/4" DIA. THRU-BOLT WITH 2"
SQUARE x 1/4" THICK PLATE WASHER
ON INTERIOR SIDE (05 5000).
3/4" DIA. THREADED STUD FIELD
WELDED TO TOP OF FLANGE AT NON-
SHEAR WALL LOCATIONS (05 5000).
.1/4"
SHEAR WALL PANELS ONLY
(05 5000) TYPICAL
TYPICAL 5" WIDE x 3/8" THICK PARAPET
WALL REINFORCING PLATE AT 6'-0" o.c.
MAX BY MISCELLANEOUS METALS (05
5000). CUT OUT DECK AS REQUIRED.3"1'-0"TYPICAL (05 5000).1/4"
T.STEEL GYM
ELEV. = 32' - 10 1/2"
CONTINUOUS 5/16" THICK STEEL BENT PLATE. FIELD
WELD TO TOP OF WIDE FLANGE BEAM. (05 1200)EXTERIOR COLD FORMED STEEL FRAMED
PARAPET WALL, REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
SLOPING STRUCTURAL STEEL
FRAMING, REFER TO FRAMING PLAN.
3 1/2" DEEP ACOUSTICAL DOVETAIL STEEL
ROOF DECK, REFER TO FRAMING PLAN.
5"
3 1/2"
2 1/2"
ROOFING AND EXTERIOR FINISH, REFER
TO ARCHITECTURAL DRAWINGS.
CONTINUOUS MASONRY BOND BEAM AT
TOP OF WALL REINFORCED WITH (2) # 5.4".1" CLEAR
12" ACOUSTICAL CONCRETE MASONRY WALL. REFER
TO SCHEDULE FOR REINFORCING. SEE PROJECT
SPECIFICATIONS FOR ADDITONAL REQUIREMENTS.
EXTERIOR FINISH, REFER TO
ARCHITECTURAL DRAWINGS
3/8" BENT PLATE x 6" LONG AT 24" o.c. (05 5000).
COORDINATE LENGTH OF HORIZONTAL LEG
WITH FIELD CONDITIONS. PROVIDE 2" LONG
VERTICAL SLOTTED HOLE IN VERTICAL LEG AND
2" LONG HORIZONTAL SLOTTED HOLE IN
HORIZONTAL LEG. LOCATE BOLT IN BOTTOM OF
VERTICAL SLOTTED HOLE.
3 1/2" EOD
5 1/2"
TYPICAL 5" WIDE x 3/8" THICK
PARAPET WALL REINFORCING
PLATE AT 6'-0" o.c. MAX BY
MISCELLANEOUS METALS (05 5000).3"2'-0"TYPICAL (05 5000).
1/4"8"3/4" DIA. THRU-BOLT WITH 2"
SQUARE x 1/4" THICK PLATE WASHER
ON INTERIOR SIDE (05 5000).
GROUT ACOUSTIC CELL AT THRU-BOLT LOCATIONS.
3/4" DIA. THREADED STUD FIELD
WELDED TO TOP OF FLANGE AT NON-
SHEAR WALL LOCATIONS (05 5000).
.
1/4"
SHEAR WALL PANELS ONLY
(05 5000) TYPICAL
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
P.1
STEEL ROOF FRAMING,
REFER TO FRAMING PLAN.
3 1/2" DEEP, 18 GAUGE, GALVANIZED
ACOUSTICAL DOVETAIL ROOF DECK.
WF MASONRY SUPPORT BEAMLC
3"
W 16 x 31 + 11 1/2 x 3/8
CONTINUOUS PLATE (05 5000)
CONTINUOUS L 5 x 5 x 5/16
BOLTED TO CMU (05 1200).
REBAR COUPLER FIELD WELDED
TO TOP OF STEEL BEAM (05 5000).
4 1/2"
2'-0"
LC BEAM
SECOND FLOOR
ELEV. = 13' - 4"
T.STEEL GYM
ELEV. = 32' - 10 1/2"
b33
CONTINUOUS HORIZONTAL
HSS7x4x3/8 STEEL GIRT. (05 1200)
CONTINUOUS 5/16" THICK STEEL BENT PLATE (05
1200). FIELD WELD TO TOP OF WIDE FLANGE BEAM.
EXTERIOR COLD FORMED STEEL FRAMED
PARAPET WALL, REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
STRUCTURAL STEEL FRAMING,
REFER TO FRAMING PLAN.
3 1/2" DEEP ACOUSTICAL DOVETAIL STEEL
ROOF DECK, REFER TO FRAMING PLAN.
5"
3 1/2"
ROOFING AND EXTERIOR FINISH, REFER
TO ARCHITECTURAL DRAWINGS.
L6x6x3/8 x12" LONG HOT-DIP GALVANIZED
PRECAST CONCRETE SUPPORT (05 5000) AT EACH
END OF PRECAST PIECE. ANCHOR TO GROUTED
MASONRY CELL WITH (2) 3/4" DIA. EXPANSION
ANCHORS PER ANGLE. EMBED 4 3/4".
12" ACOUSTICAL CONCRETE MASONRY WALL. REFER
TO SCHEDULE FOR REINFORCING. SEE PROJECT
SPECIFICATIONS FOR ADDITONAL REQUIREMENTS.
L7x4x3/8 x 4" LONG ANGLE (05 5000) WELDED TO
UNDERSIDE OF CONTINUOUS GIRT AT 48" o.c.
ANCHORED TO GROUTED MASONRY CELL WITH
3/4" DIA. EXPANSION BOLT. EMBED 4 3/4".
PROVIDE 2" LONG VERTICAL SLOTTED HOLE IN
CLIP ANGLE. SET BOLT AT BOTTOM OF HOLE.
TOP OF CONTINUOUS STEEL GIRT
ELEV. = 16' - 0"
CONTINUOUS MASONRY BOND BEAM
REINFORCED WITH (2) #5. REFER TO
SCHEDULE FOR SPACING.
4 1/2"
TYPICAL (05 5000)1/4"
TYPICAL 5" WIDE x 3/8" THICK
PARAPET WALL REINFORCING
PLATE AT 6'-0" o.c. MAX BY
MISCELLANEOUS METALS (05 5000).3"2'-0"TYPICAL (05 5000).
1/4"4"1 1/2" CLEARSECOND FLOOR
ELEV. = 13' - 4"
T.STEEL GYM
ELEV. = 32' - 10 1/2"
b33
W8 x 18 PLUS 18 3/4" WIDE x 1/2" THICK
CONTINUOUS GLAVANIZED PLATE (05 1200)
PRECAST STONE TIE BACK STRAP ANCHOR
GALVANIZED SPACED AT 24" o.c. WELD TO
TOP OF W8 BEAM FLANGE. COORDINATE
WITH PRECAST SUPPLIER.
EXTERIOR COLD FORMED STEEL FRAMED
PARAPET WALL, REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
STRUCTURAL STEEL FRAMING,
REFER TO FRAMING PLAN FOR SIZE.
STRUCTURAL STEEL FRAMING,
REFER TO FRAMING PLAN.8 1/8"2'-8"3"
CL
8"10 3/4"
12" ACOUSTICAL CONCRETE MASONRY WALL. REFER
TO SCHEDULE FOR REINFORCING. SEE PROJECT
SPECIFICATIONS FOR ADDITONAL REQUIREMENTS.
CONTINUOUS MASONRY BOND
BEAM REINFORCED WITH (2) #5.
CONTINUOUS 5/16" THICK STEEL
BENT PLATE. FIELD WELD TO TOP OF
WIDE FLANGE BEAM. (05 1200)
5"
3 1/2"
STEEL ROOF DECK, REFER TO FRAMING PLAN.
ROOFING AND EXTERIOR FINISH, REFER
TO ARCHITECTURAL DRAWINGS.
2 1/2"
3 1/2" EOD
5 1/2"
REBAR COUPLER FIELD WELDED
TO TOP OF STEEL BEAM (05 5000).
TYPICAL 5" WIDE x 3/8" THICK
PARAPET WALL REINFORCING
PLATE AT 6'-0" o.c. MAX BY
MISCELLANEOUS METALS (05 5000).3"2'-0"TYPICAL (05 5000).1/4"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
P.2 P.1
3 1/2" DEEP, 18 GAUGE, GALVANIZED
ACOUSTICAL DOVETAIL ROOF DECK.
CONTINUOUS L 5 x 5 x 5/16 BOLTED TO CMU (05 1200).
STEEL ROOF FRAMING,
REFER TO FRAMING PLAN.
4 1/2"12" ACOUSTICAL CONCRETE MASONRY WALL. REFER
TO SCHEDULE FOR REINFORCING. SEE PROJECT
SPECIFICATIONS FOR ADDITONAL REQUIREMENTS.
J.7
EXTERIOR COLD FORMED STEEL FRAMED PARAPET WALL, REFER
TO ARCHITECTURAL DRAWINGS AND PROJECT SPECIFICATIONS.
5 1/2" EOD
3 1/2" DEEP, 18 GAUGE, GALVANIZED TYPE "DA"
ACOUSTICAL ROOF DECK. PROVIDE CONTINUOUS
BENT FINISH STRIP AT DECK EDGE, TYPICAL.
SLOPED STRUCTURAL STEEL FRAMING,
REFER TO FRAMING PLAN FOR SIZE 3 1/2"8"
ROOFING AND EXTERIOR FINISH, REFER
TO ARCHITECTURAL DRAWINGS.
BOTTOM OF HUNG LINTEL
ELEV. = 31' - 6 3/8"
TOP OF STEEL
ELEV. = VARIES
6"2 1/2"3 1/2"L6x4x3/8 HUNG LINTEL (05 1200). BOLT TO HANGER
WITH 1/2" DIA. ERECTION BOLT IN 2" LONG VERTICAL
SLOTTED HOLE, SET LEVEL, AND FIELD WELD IN PLACE.
L2x2x1/4 STEEL HANGER (05 1200) AT
48" o.c. MAX. AND WITHIN 12" OF
EACH END. BOLT TO STIFFENER PLATE
OUTRIGGER WITH (2) 1/2" DIA. BOLTS
AS DIMENSIONED. CENTER ON GAGE.
3/8" FULL DEPTH STIFFENER PLATE OUTRIGGER
AT EACH HANGER LOCATION. (05 1200)
5 1/2"
TYPICAL 5" WIDE x 3/8" THICK
PARAPET WALL REINFORCING PLATE
AT 6'-0" o.c. MAX BY
MISCELLANEOUS METALS (05 5000).3"2'-0"TYPICAL (05 5000).1/4"
CUT OUT ROOF DECK AS REQUIRED TO INSTALL
PARAPET WALL REINFORCING PLATE (05 5000).
FIRST FLOOR SLAB
ELEV. = 0' - 0"
a11
T.STEEL BALCONY
ELEV. = 13' - 7"1'-9"CONCRETE SLAB S-1
W 21 BEAM
STEEL WIDE FLANGE BEAMS
INTERIOR FINISH
CONCRETE SLAB S-1
INTERIOR WALLS
BALCONY SLABS BEYOND
STEEL BEAM BEYOND
W 16 FRAME
CONCRETE FOOTING
BASE PLATE AND GROUT
HSS 5x5x3/8 POST
TOPPING SLAB AND SLAB-ON-GRADE
CFM STUD BEARING WALL
INTERIOR FINISHES
HANGER CONNECTION
a13
b1
T.STEEL KITCHEN
ELEV. = 14' - 4"
MASONRY BLOCK WALL BEYOND.
GALVANIZED C 10 x 15.3 + 4 x 3/8"
JAMB CONTINUOUS PLATE
CONTINUOUS BUTT WELD 4" PLATE TO
CHANNEL GRIND FLUSH PRIOR TO
GALVANIZING. PLATE TO BE FLUSH
WITH CHANNEL FLANGE OPENING SIDE.
TOP OF PLATE TO BUTT CONTINUOS
HORIZONTAL LINTEL PLATE
1 1/2" WIDE x 1/4" STRAP ANCHOR 7"
LONG PLUS 1" HOOK SPCED @ 24"o.c.
VERTICAL. EMBED IN MASONRY JOINT
AND SOLID GROUTED CELL. WELD TO
CHANNEL WEB FACE.
PL. C 10
GALVANIZED LINTEL. W 8 x 15 PLUS
16 1/2" x 3/8 PLATE. CONNECT TO
CHANNEL JAMB EACH END
OVERHEAD DOOR SYSTEM
5 1/2"4 1/2"
STEEL ROOF DECK WITH SPRAY APPLIED
FIREPROOFING AT UNDERSIDE, REFER
TO FRAMING PLAN.
STRUCTURAL STEEL FRAMING WITH
SPRAY APPLIED FIREPROOFING,
REFER TO FRAMING PLAN FOR SIZE.
EXTERIOR COLD FORMED METAL FRAMED
PARAPET WALL, COORDINATE DIMENSIONS
WITH ARCHITECTURAL DRAWINGS.
TYPICAL 5" WIDE PARAPET WALL
REINFORCING PLATE AT 6'-0" o.c. MAX
BY MISCELLANEOUS METALS (05 5000).
12"
3"SLOPE
CONTINUOUS L 5x3 1/2x 5/16 (05 1200)
TYPICAL (05 5000).
1/4"
CLIP ANGLE CONNECTION TOP OF VERTCIAL
CHANNEL TO BOTTOM OF BEAM FLANGE.
PROVIDE 2" VERTICAL SLOTTED HOLES TO
ALLOW FOR BEAM DEFLECTION. SET BOLTS AT
BOTOM OF VERTICAL HOLES IN CONNECTION.
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/26/2021 5:25:37 PMC:\Users\ENG-03\Documents\17030_s19_kbrown@girardco.com.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-3.05
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
FRAMING SECTIONS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
S-3.051" = 1'-0"
5FRAMING SECTION
S-3.051" = 1'-0"
4FRAMING SECTION
S-3.051" = 1'-0"
6FRAMING SECTION
S-3.051" = 1'-0"
1FRAMING SECTION
S-3.051" = 1'-0"
3FRAMING SECTION
S-3.051" = 1'-0"
7FRAMING SECTION
S-3.051" = 1'-0"
2FRAMING SECTION
S-3.051/2" = 1'-0"
8FRAMING SECTION
1 2-12-21 Structural Bulletin No. 1
2 03-01-21 Addendum No. 8
S-3.051" = 1'-0"
9FRAMING SECTION
2
(addendum 2)
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
b26 b27
STRUCTURAL STEEL FRAMING WITH
SPRAY APPLIED FIREPROOFING, REFER
TO FRAMING PLAN FOR SIZE.
CONTINUOUS L5(v) x 3 1/2 x 5/16 (05 1200)
STEEL ROOF DECK, REFER
TO FRAMING PLAN.
1'-2" 2" 4"
STRUCTURAL STEEL FRAMING, REFER
TO FRAMING PLAN FOR SIZE.
STEEL ROOF DECK WITH SPRAY APPLIED
FIREPROOFING AT UNDERSIDE, REFER
TO FRAMING PLAN.
2-HR MASONRY FIRE WALL, REFER TO
SCHEDULE FOR REINFORCING
L 3x3x1/4 STEEL OUTRIGGER (05 1200)
AT TOP FLANGE AT 48" o.c.
2" EXPANSION JOINT
CONTINUOUS JOIST BRIDGING
BY JOIST MANUFATURER
MASONRY FIREWALL SLIP CONNECTION
(05 5000) TO STRUCTURAL STEEL. REFER
TO TYPICAL DETAIL..1" CLEAR
1
1
CONTINUOUS L5(v) x 3 1/2 x 5/16 (05 1200)
1 1
1
3" TCX
1
P.3 P.1
CONTINUOUS L3x3x1/4 WELDED
TO OUTRIGGERS (05 1200)
STEEL ROOF DECK WITH SPRAY APPLIED FIREPROOFING
AT UNDERSIDE, REFER TO FRAMING PLAN.
STRUCTURAL STEEL FRAMING WITH
SPRAY APPLIED FIREPROOFING,
REFER TO FRAMING PLAN FOR SIZE.
L 3x3x1/4 STEEL OUTRIGGER AT TOP FLANGE AT 48" o.c.
2-HR MASONRY FIRE WALL, REFER
TO SCHEDULE FOR REINFORCING
12" MASONRY SHEAR WALL, REFER
TO SCHEDULE FOR REINFORCING
REQUIREMENTS.
CONTINUOUS DECK CLOSURE STRIP BY DECK MANUFACTURER.
4 1/2"
1'-10 11/16"
MASONRY FIREWALL SLIP CONNECTION
(05 5000) TO STRUCTURAL STEEL, REFER
TO TYPICAL DETAIL.
2" EXPANSION JOINT
1'-2 1/2"
CONTINUOUS MASONRY BOND
BEAM REINFORCED WITH (2) #5.
REFER TO SCHEDULE FOR SPACING.
CONTINUOUS MASONRY BOND
BEAM REINFORCED WITH (1) #5.
REFER TO SCHEDULE FOR SPACING..1" CLEARTOP OF STEEL
ELEV. = 12' - 11"
1
1
1
1
1
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
T.STEEL GYM
ELEV. = 32' - 10 1/2"
b25b24
5" THICK CONCRETE SLAB ON STEEL DECK. REFER
TO FRAMING PLAN. SEE TYPICAL DETAILS FOR
SLAB EDGE REINFORCING REQUIREMENTS.
CONTINUOUS L 5 x 3 1/2 x 5/16 LLV (05 1200)
STEEL FRAMING, REFER TO FRAMING PLAN.
STRUCTURAL STEEL FRAMING WITH SPRAY APPLIED
FIREPROOFING, REFER TO FRAMING PLAN FOR SIZE.
STEEL ROOF DECK, REFER
TO FRAMING PLAN.
STEEL ROOF DECK WITH SPRAY APPLIED
FIREPROOING AT UNDERSIDE, REFER TO
FRAMING PLAN.
STRUCTURAL STEEL FRAMING WITH SPRAY APPLIED
FIREPROOFING, REFER TO FRAMING PLAN FOR SIZE.
MASONRY FIRE WALL SLIP CONNECTION (05 5000)
TO STRUCTURAL STEEL, REFER TO TYPICAL DETAIL.
2-HR MASONRY FIRE WALL, REFER TO
SCHEDULE FOR REINFORCING
MASONRY FIRE WALL SLIP CONNECTION (05 5000)
TO STRUCTURAL STEEL, REFER TO TYPICAL DETAIL.
CONTINUOUS DECK CLOSURE
STRIP BY DECK MANUFACTURER.
4 1/4" EOD
TOP OF STEEL
ELEV. = VARIES
1
TOP OF STEEL
ELEV. = 26' - 10 1/2"
1
INTERIOR COLD FORMED METAL FRAMING
WITH DEFLECTION TRACK, REFER TO
PROJECT SPECIFICATIONS. COORDINATE
WITH ARCHITECTURAL DRAWINGS.
4 1/2"
2'-0"
1
1
FINISH CEILING, REFER TO
ARCHITECTURAL DRAWINGS
1
INTERIOR COLD FORMED METAL FRAMING
WITH DEFLECTION TRACK, REFER TO
PROJECT SPECIFICATIONS. COORDINATE
WITH ARCHITECTURAL DRAWINGS.
1
1
CONTINUOUS MASONRY BOND
BEAM REINFORCED WITH (2) #5.
REFER TO SCHEDULE FOR SPACING.
1
2" EXPANSION JOINT
4" EOS
1
TOP OF MASONRY WALL
ELEV. = 36' - 0 1/2"
1
1
CONTINUOUS MASONRY BOND BEAM
REINFORCED WITH (2) #5 AT TOP OF WALL.
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
b25
b24
STRUCTURAL STEEL FRAMING,
REFER TO FRAMING PLAN FOR SIZE.
STEEL ROOF DECK, REFER
TO FRAMING PLAN.
5" THICK CONCRETE SLAB ON STEEL DECK. REFER
TO FRAMING PLAN. SEE TYPICAL DETAILS FOR
SLAB EDGE REINFORCING REQUIREMENTS.
STRUCTURAL STEEL FRAMING, REFER TO
FRAMING PLAN FOR SIZE.
L 3x3x1/4 STEEL OUTRIGGER AT
TOP FLANGE AT 48" o.c. (05 1200)
STEEL ROOF DECK, REFER
TO FRAMING PLAN.
STRUCTURAL STEEL FRAMING, REFER
TO FRAMING PLAN FOR SIZE.STEEL JOIST FRAMING WITH CONTINUOUS
BRIDGING BY JOIST MANUFACTURER,
REFER TO FRAMING PLAN.
2-HR MASONRY FIRE WALL, REFER TO
SCHEDULE FOR REINFORCING.
REFER TO PLAN1" CLR.1'-5 3/4" EOS
6"
9 1/4"5" x 1/2" x 10" BEARING PLATE ANCHORED TO
CONCRETE SLAB WITH (2) 1/2" DIA. EXPANSION
ANCHORS, EMBED 2 1/2" (05 5000).
EDGE OF DECK
TOP OF STEEL SILL ANGLE
ELEV. = 15' - 8 1/2"
L4x4x1/2 VERTICAL POST AT 24" o.c. (05 5000)
EXTERIOR COLD FORMED METAL FRAMED CURTAIN WALL
SYSTEM, REFER TO PROJECT SPECIFICATIONS. COORDINATE
DIMENSIONS WITH ARCHITECTURAL DRAWINGS.
BOLT SILL ANGLE TO POST WITH 1/2" DIA.
ERECTION BOLT, SET LEVEL, AND FIELD WELD IN
PLACE. PROVIDE 2" LONG VERTICAL SLOTTED
HOLE IN VERTICAL STRUT (05 5000).
CONTINUOUS L6x6x5/16 SILL ANGLE
AT CLERESTORY SYSTEM (05 5000).10"1 1/2"1 1/2"5"
2 1/2"3"L4x4 POST BASEPLATE DETAIL
EXPANSION ANCHOR
L4 POST
EXPANSION ANCHOR
EXTERIOR CLERESTORY SYSTEM, REFER
TO ARCHITECTURAL DRAWINGS.
REFER TO PLAN
EDGE OF DECK
BOTTOM OF HUNG LINTEL
ELEV. = 23' - 6"
BOLT HUNG LINTEL TO HANGER WITH 1/2"
DIA. ERECTION BOLT, SET LEVEL, AND FIELD
WELD IN PLACE. PROVIDE 2" LONG VERTICAL
SLOTTED HOLE IN HANGER (05 1200).
L4x4x3/8 STEEL HANGER AT 48" o.c. (05 1200)
L4x4x3/8 OUTRIGGER (05 1200)
AT BOTTOM FLANGE.
L4x4x3/8 OUTRIGGER (05 1200) AT
TOP FLANGE, SEE TYPICAL DETAIL.
CLIP CANTILEVERED PARAPET WALL STUDS
TO CONTINUOUS ROOF EDGE ANGLE.
CONTINUOUS 5/16" THICK STEEL BENT
PLATE, WELD TO TOP FLANGE (05 1200).
5"
7"
9 1/4"
FLAT PLATE FORM BY DECK MANUFACTURER.
MAINTAIN FULL 5" SLAB THICKNESS.
CLBEAM
2'-0"
CL BEAM
MASONRY FIREWALL SLIP CONNECTION
(05 5000) TO STRUCTURAL STEEL. REFER
TO TYPICAL DETAIL.
4 1/4" EOD
L5(v) x 3 1/2 x 5/16 CONTINUOUS
ANGLE AT SLAB EDGE (05 1200)
2" EXPANSION JOINT
1
1
1
1
TOP OF STEEL
ELEV. = VARIES
1
1
1
1
1
1
1
1
1
1
1
1
1 1
TOP OF STEEL
ELEV. = 13' - 0"
1
J
STRUCTURAL STEEL FRAMING,
REFER TO FRAMING PLAN FOR SIZE.
EXTERIOR COLD FORMED METAL FRAMED PARAPET
WALL, REFER TO PROJECT SPECIFICATIONS. COORDINATE
DIMENSIONS WITH ARCHITECTURAL DRAWINGS.
STEEL ROOF DECK, REFER
TO FRAMING PLAN.CONTINUOUS L5x3 1/2x5/16 STEEL ANGLE (05 1200),
WELD TO TOP CHORD OF EACH ROOF JOIST.
CONTINUOUS DECK CLOSURE
STRIP BY DECK MANUFACTURER.
1
TOP OF STEEL
ELEV. = 13'-0"
1
CONTINUOUS BOND BEAM
REINFORCED WITH 1 #5
1/4" THICK x 3" WIDE BENT PLATE
(05 5000) AT 48" o.c. EACH SIDE OF WALL.
COORDINATE HORIZONTAL LEG
DIMENSION WITH FIELD CONDITIONS.
6"
VARIES
1" CLEAR
EXTERIOR MASONRY WALL, REFER TO
SCHEDULE FOR REINFORCING REQUIREMENTS.
OPEN WEB STEEL JOIST FRAMING
AND CONTINUOUS BRIDGING BY
JOIST MANUFACTURER..05 5000 3/16"
1
b32 EXTERIOR COLD FORMED METAL FRAMED PARAPET
WALL, REFER TO PROJECT SPECIFICATIONS. COORDINATE
DIMENSIONS WITH ARCHITECTURAL DRAWINGS.
STEEL ROOF DECK, REFER
TO FRAMING PLAN.
STRUCTURAL STEEL FRAMING,
REFER TO FRAMING PLAN FOR SIZE.
CUT OUT ROOF DECK AS REQUIRED TO
INSTALL PARAPET WALL REINFORCING PLATE.
TYPICAL 5" WIDE PARAPET WALL
REINFORCING PLATE AT 6'-0" o.c. MAX
BY MISCELLANEOUS METALS (05 5000).
12"
3"
CONTINUOUS BOND BEAM
REINFORCED WITH 1 #5.
EXTERIOR MASONRY WALL, REFER
TO SCHEDULE FOR REINFORCING REQUIREMENTS.
OPEN WEB STEEL JOIST FRAMING
WITH CONTINUOUS JOIST BRIDGING
BY JOIST MANUFACTURER.
1/4" THICK x 3" WIDE BENT PLATE
(05 5000) AT 48" o.c. EACH SIDE OF WALL.
COORDINATE HORIZONTAL LEG
DIMENSION WITH FIELD CONDITIONS.
6"
VARIES .1" CLEAR
05 5000 3/16"
TOP OF STEEL
ELEV. = 13'-0"
1
1
J.7J.6
CONTINUOUS L4x4x5/16 (05 1200)
FIELD WELDED TO EACH JOIST END.
STEEL ROOF DECK, REFER
TO FRAMING PLAN.
STRUCTURAL STEEL FRAMING,
REFER TO FRAMING PLAN FOR SIZE.
12" EXTERIOR MASONRY WALL, REFER TO
SCHEDULE FOR REINFORCING
CONTINUOUS DECK CLOSURE
STRIP BY DECK MANUFACTURER.
CONTINUOUS MASONRY BOND
BEAM REINFORCED WITH (2) #5.
REFER TO SCHEDULE FOR SPACING.
8"
CONTINUOUS BRIDGING BY
JOIST MANUFACTURER.
.4 1/2"
TOP OF STEEL
ELEV. = 13'-0"
1'-3"
1
1
1
1" EOD
1
1
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1" = 1'-0"2/12/2021 11:55:18 AMH:\2017\17-030 Dennis Yarmouth MS\Struct\71011 DYIMS 100% CD_SB-01.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-3.06
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
FRAMING SECTIONS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
S-3.061" = 1'-0"
7FRAMING SECTION
S-3.061" = 1'-0"
6FRAMING SECTION
S-3.061" = 1'-0"
1FRAMING SECTION
S-3.061" = 1'-0"
4FRAMING SECTION
S-3.061" = 1'-0"
2FRAMING SECTION
S-3.061" = 1'-0"
3FRAMING SECTION
S-3.061" = 1'-0"
5FRAMING SECTION
1 2-12-21 Structural Bulletin No. 1 (addendum 2)
T.STEEL CAFE HIGH ROOF
ELEV. = 26' - 6 1/2"
T.STEEL MEDIA CENTER ROOF
ELEV. = 33' - 11 1/2"
a17
STEEL ROOF DECK WITH SPRAY APPLIED FIREPROOFING
AT UNDERSIDE, REFER TO FRAMING PLAN.
STRUCTURAL STEEL FRAMING WITH
SPRAY APPLIED FIRERPROOFING, REFER
TO FRAMING PLAN FOR SIZE.
STEEL ROOF DECK WITH SPRAY APPLIED FIRE PROOFING
AT UNDERSIDE, REFER TO FRAMING PLAN.
STRUCTURAL STEEL FRAMING WITH
SPRAY APPLIED FIREPROOFING, REFER
TO FRAMING PLAN FOR SIZE.
EXTERIOR COLD FORMED METAL FRAMED
CURTAIN WALL WITH DEFLECTION TRACK,
REFER TO PROJECT SPECIFICATIONS.
EXTERIOR COLD FORMED METAL FRAMED PARAPET
WALL, REFER TO PROJECT SPECIFICATIONS. COORDINATE
DIMENSIONS WITH ARCHITECTURAL DRAWINGS.
SLOPE
CUT OUT ROOF DECK AS REQUIRED TO INSTALL
PARAPET WALL REINFORCING PLATE. (05 5000)
TYPICAL 5" WIDE PARAPET WALL
REINFORCING PLATE AT 6'-0" o.c. MAX
BY MISCELLANEOUS METALS (05 5000).
12"
3"
1/4 3 SIDES (05 5000)
4" EOD
4" EOD
INTERIOR NON-STRUCTURAL
METAL FRAMING, REFER TO
PROJECT SPECIFICATIONS..VARIES
1
1
T.STEEL CAFE HIGH ROOF
ELEV. = 26' - 6 1/2"
T.STEEL MEDIA CENTER ROOF
ELEV. = 33' - 11 1/2"
L
STEEL ROOF DECK WITH SPRAY APPLIED
FIREPROOFING AT UNDERSIDE, REFER
TO FRAMING PLAN.
STRUCTURAL STEEL FRAMING WITH SPRAY APPLIED
FIRREPROOFING, REFER TO FRAMING PLAN FOR SIZE.
EXTERIOR COLD FORMED METAL FRAMED
PARAPET WALL TO SPAN HORIZONTALLY
BETWEEN REINFORCING PLATES, COORDINATE
DIMENSIONS WITH ARCHITECTURAL DRAWINGS.
STEEL ROOF DECK WITH SPRAY APPLIED
FIRE PROOFING AT UNDERSIDE, REFER
TO FRAMING PLAN.
STRUCTURAL STEEL FRAMING WITH SPRAY
APPLIED FIREPROOFING, REFER TO
FRAMING PLAN FOR SIZE.
EXTERIOR COLD FORMED METAL FRAMED
CURTAIN WALL WITH DEFLECTION TRACK,
REFER TO PROJECT SPECIFICATIONS.
CONTINUOUS 5/16" THICK STEEL BENT
PLATE (05 1200). FIELD WELD TO TOP OF
WIDE FLANGE BEAM.
CONTINUOUS 18 GAUGE DECK FINISH
STRIP BY DECK MANUFACTURER.
INTERIOR NON-STRUCTURAL METAL FRAMING,
REFER TO PROJECT SPECIFICATIONS.
5"
3 1/2"
TYPICAL 5" WIDE PARAPET WALL
REINFORCING PLATE AT 6'-0" o.c. MAX
BY MISCELLANEOUS METALS (05 5000).
1/4 SLOPE
9 1/4"1" EOD3"
12"
3"
1/43 SIDES (05 5000)
1
1
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
T.STEEL MEDIA CENTER ROOF
ELEV. = 33' - 11 1/2"
P.7
STEEL ROOF DECK WITH SPRAY APPLIED FIREPROOFING
AT UNDERSIDE, REFER TO FRAMING PLAN.
STRUCTURAL STEEL FRAMING WITH SPRAY APPLIED
FIREPROOFING, REFER TO FRAMING PLAN FOR SIZE.
L4x4x3/8 DECK EDGE SUPPORT WITH
SPRAY APPLIED FIREPROOFING (05 1200).
5" THICK CONCRETE SLAB ON STEEL DECK. REFER
TO FRAMING PLAN. SEE TYPICAL DETAILS FOR
SLAB EDGE REINFORCING REQUIREMENTS.
STRUCTURAL STEEL FRAMING WITH SPRAY APPLIED
FIREPROOFING, REFER TO FRAMING PLAN FOR SIZE.
EXTERIOR COLD FORMED STEEL FRAMED CURTAIN
WALL SYSTEM. REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
CONTINUOUS HORIZONTAL HSS7x4x1/2
STEEL GIRT (05 1200).
HSS 6x4x1/2 STEEL POST (05 1200) BEYOND AT
EACH SIDE OF CLERESTORY SYSTEM. COORDINATE
WITH ARCHITECTURAL DRAWINGS.
TOP OF HSS STEEL GIRT
ELEV. = 16' - 0 5/8"
STEEL ROOF DECK WITH SPRAY APPLIED FIREPROOFING
AT UNDERSIDE, REFER TO FRAMING PLAN.
CONTINUOUS 5/16" THICK STEEL
BENT PLATE (05 1200). FIELD WELD
TO TOP OF WIDE FLANGE BEAM. EXTERIOR COLD FORMED METAL FRAMED PARAPET WALL,
REFER TO PROJECT SPECIFICATIONS. COORDINATE
DIMENSIONS WITH ARCHITECTURAL DRAWINGS.
1/4 SLOPE
TYPICAL 5" WIDE PARAPET WALL REINFORCING PLATE AT
6'-0" o.c. MAX BY MISCELLANEOUS METALS (05 5000).
1/43 SIDES (05 5000)
5"
3 1/2"
4"
1
1
3"1'-0"1
1
1
1
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
T.STEEL MEDIA CENTER ROOF
ELEV. = 33' - 11 1/2"
b21
STEEL ROOF DECK WITH SPRAY APPLIED
FIREPROOFING AT UNDERSIDE, REFER
TO FRAMING PLAN.
EXTERIOR COLD FORMED METAL FRAMED PARAPET
WALL, REFER TO PROJECT SPECIFICATIONS. COORDINATE
DIMENSIONS WITH ARCHITECTURAL DRAWINGS.
STRUCTURAL STEEL FRAMING WITH SPRAY
APPLIED FIREPPROOFING, REFER TO
FRAMING PLAN FOR SIZE.
L6x4x3/8 DECK EDGE SUPPORT FRAME WITH
SPRAY APPLIED FIREPROOFING. (05 1200)
STEEL ROOF DECK WITH SPRAY APPLIED FIREPROOFING
AT UNDERSIDE, REFER TO FRAMING PLAN.5" THICK CONCRETE SLAB ON STEEL DECK. REFER
TO FRAMING PLAN. SEE TYPICAL DETAILS FOR
SLAB EDGE REINFORCING REQUIREMENTS.
STRUCTURAL STEEL FRAMING WITH
SPRAY APPLIED FIREPROOFING, REFER
TO FRAMING PLAN FOR SIZE.
SLOPE
CUT OUT ROOF DECK AS REQUIRED TO INSTALL
PARAPET WALL REINFORCING PLATE. (05 5000)
TYPICAL 5" WIDE PARAPET WALL
REINFORCING PLATE AT 6'-0" o.c. MAX
BY MISCELLANEOUS METALS (05 5000).
12"
3"
6 1/2" EOD
4"
1/4 3 SIDES (05 5000)
3"
CL
STRUCTURAL STEEL FRAMING WITH SPRAY
APPLIED FIREPPROOFING, REFER TO
FRAMING PLAN FOR SIZE.
EXTERIOR COLD FORMED METAL FRAMED
CURTAIN WALL WITH DEFLECTION TRACK,
REFER TO PROJECT SPECIFICATIONS.
6 1/2" EOS
8" EOD
FACE OF ANGLEINTERIOR MASONRY PARTITION,
REFER TO SCHEDULE FOR
REINFORCING REQUIREMENTS.
REFER TO TYPICAL DETAILS FOR
TOP OF WALL SUPPORT DETAIL.
1
1
1
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
T.STEEL MEDIA CENTER ROOF
ELEV. = 33' - 11 1/2"
P.7
STEEL ROOF DECK WITH SPRAY APPLIED
FIREPROOFING AT UNDERSIDE, REFER
TO FRAMING PLAN.
CONTINUOUS 5/16" THICK STEEL
BENT PLATE (05 1200). FIELD
WELD TO TOP OF WIDE FLANGE
BEAM.
STRUCTURAL STEEL FRAMING WITH
SPRAY APPLIED FIREPROOFING, REFER
TO FRAMING PLAN FOR SIZE.
EXTERIOR COLD FORMED METAL FRAMED PARAPET WALL,
REFER TO PROJECT SPECIFICATIONS. COORDINATE
DIMENSIONS WITH ARCHITECTURAL DRAWINGS.
L4x4x3/8 DECK EDGE SUPPORT (05 1200)
STEEL ROOF DECK WITH SPRAY APPLIED FIREPROOFING
AT UNDERSIDE, REFER TO FRAMING PLAN.5" THICK CONCRETE SLAB ON STEEL DECK. REFER
TO FRAMING PLAN. SEE TYPICAL DETAILS FOR
SLAB EDGE REINFORCING REQUIREMENTS.
STRUCTURAL STEEL FRAMING WITH
SPRAY APPLIED FIREPROOFING, REFER
TO FRAMING PLAN.
EXTERIOR COLD FORMED STEEL FRAMED CURTAIN
WALL SYSTEM. REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
CONTINUOUS HORIZONTAL
HSS10x6x1/2 STEEL GIRT. (05 1200)
HSS 6x4x1/2 STEEL POST (05 1200) BEYOND AT
EACH SIDE OF CLERESTORY SYSTEM. COORDINATE
WITH ARCHITECTURAL DRAWINGS.
TOP OF HSS STEEL GIRT
ELEV. = 23' - 7 1/4"
1/4 SLOPE
TYPICAL 5" WIDE PARAPET WALL
REINFORCING PLATE AT 6'-0" o.c. MAX
BY MISCELLANEOUS METALS (05 5000).
12"
3"
1/43 SIDES (05 5000)
5"
3 1/2"4"1" EOD
1
1
1
1
1
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
T.STEEL CAFE HIGH ROOF
ELEV. = 26' - 6 1/2"
b12
STRUCTURAL STEEL FRAMING WITH SPRAY APPLIED
FIREPROOFING, REFER TO FRAMING PLAN FOR SIZE.
STRUCTURAL STEEL FRAMING WITH SPRAY
APPLIED FIREPROOFING, REFER TO FRAMING
PLAN FOR SIZE.
5" THICK CONCRETE SLAB ON STEEL DECK. REFER
TO FRAMING PLAN. SEE TYPICAL DETAILS FOR
SLAB EDGE REINFORCING REQUIREMENTS.
STEEL ROOF DECK WITH SPRAY APPLIED FIREPROOFING
AT UNDERSIDE, REFER TO FRAMING PLAN.
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1" = 1'-0"2/12/2021 11:55:19 AMH:\2017\17-030 Dennis Yarmouth MS\Struct\71011 DYIMS 100% CD_SB-01.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-3.07
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
FRAMING SECTIONS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
S-3.071" = 1'-0"
4FRAMING SECTION
S-3.071" = 1'-0"
5FRAMING SECTION
S-3.071" = 1'-0"
1FRAMING SECTION
S-3.071" = 1'-0"
3FRAMING SECTION
S-3.071" = 1'-0"
2FRAMING SECTION
S-3.071" = 1'-0"
6FRAMING SECTION
1 2-12-21 Structural Bulletin No. 1(addendum 2)
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
STRUCTURAL STEEL FRAMING WITH SPRAY
APPLIED FIREPROOFING, REFER TO
FRAMING PLAN FOR SIZE.
STEEL ROOF DECK WITH SPRAY APPLIED
FIREPROOFING AT UNDERSIDE, REFER
TO FRAMING PLAN.
5" THICK CONCRETE SLAB ON STEEL DECK. REFER
TO FRAMING PLAN. SEE TYPICAL DETAILS FOR
SLAB EDGE REINFORCING REQUIREMENTS.
#4 CONTINUOUS EACH SIDE OF
EXHAUST FAN OPENING
CONTINUOUS 6" x 3/8" PLATE
WITH 4" LONG 3/4" DIA. STUDS
AT 24" o.c. (05 5000) SET IN
SOLID GROUT. (04 2000)
CUT DECKING AFTER PLACEMENT OF
CONCRETE.OPENING
EXHAUST FAN
ELEV. = 27'-1"
13'9" CLEAR
ELEVATOR HOIST BEAM (05 5000)
CENTERED ON SHAFT
SLOPE
1
1
T.STEEL CAFE HIGH ROOF
ELEV. = 26' - 6 1/2"
STEEL ROOF DECK, REFER TO FRAMING PLAN.
STRUCTURAL STEEL FRAMING,
REFER TO FRAMING PLAN FOR
SIZE.
STEEL FRAMING, REFER
TO FRAMING PLAN.
T.STEEL CAFE HIGH ROOF
ELEV. = 26' - 6 1/2"
P
T.STEEL MUSIC ROOF
ELEV. = 21' - 10"
STEEL ROOF DECK, REFER
TO FRAMING PLAN.
STRUCTURAL STEEL FRAMING, REFER
TO FRAMING PLAN FOR SIZE.
STEEL ROOF DECK, REFER TO FRAMING PLAN.
EXTERIOR COLD FORMED METAL FRAMED CURTAIN WALL
SYSTEM, REFER TO PROJECT SPECIFICATIONS. COORDINATE
DIMENSIONS WITH ARCHITECTURAL DRAWINGS.
STRUCTURAL STEEL FRAMING, REFER TO FRAMING PLAN FOR SIZE.
EXTERIOR COLD FORMED METAL FRAMED CURTAIN WALL
SYSTEM, REFER TO PROJECT SPECIFICATIONS. COORDINATE
DIMENSIONS WITH ARCHITECTURAL DRAWINGS.
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
STEEL ROOF DECK WITH SPRAY
APPLIED FIREPROOING AT UNDERSIDE,
REFER TO FRAMING PLAN.
STRUCTURAL STEEL FRAMING WITH
SPRAY APPLIED FIREPROOFING, REFER TO
FRAMING PLAN FOR SIZE.
5" THICK CONCRETE SLAB ON STEEL DECK.
REFER TO FRAMING PLAN. SEE TYPICAL DETAILS
FOR SLAB EDGE REINFORCING REQUIREMENTS.
HSS 6x4x3/8 VERTICAL POST (05 1200),
BOLT TO STEEL BEAM IN 2ND FLOOR
FRAMING BELOW WITH (4) 3/4" DIA. BOLTS.
EXTERIOR COLD FORMED STEEL FRAMED CURTAIN
WALL SYSTEM. REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
EXTERIOR COLD FORMED METAL FRAMED
PARAPET WALL, REFER TO PROJECT
SPECIFICATIONS. COORDINATE DIMENSIONS
WITH ARCHITECTURAL DRAWINGS.
STEEL ROOF DECK WITH SPRAY
APPLIED FIREPROOFING AT
UNDERSIDE, REFER TO FRAMING PLAN.
STRUCTURAL STEEL FRAMING WITH
SPRAY APPLIED FIREPROOFING,
REFER TO FRAMING PLAN FOR SIZE.
TOP OF STEEL
ELEV. = 35' - 6 3/4"
8"
2" EOD
4" EOS
CL
L3x3x1/4 OUTRIGGER AT 48" o.c. MAX (05 1200).
REFER TO TYPICAL DETAIL FOR CONNECTION.
CONTINUOUS L3x3x3/8 DECK SUPPORT ANGLE
(05 1200). WELD TO EACH OUTRIGGER.
STRUCTURAL STEEL FRAMING, REFER
TO FRAMING PLAN FOR SIZE.
1
1 1
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
T.STEEL MUSIC ROOF
ELEV. = 21' - 10"
b13
STRUCTURAL STEEL FRAMING, REFER
TO FRAMING PLAN FOR SIZE.
STEEL ROOF DECK, REFER
TO FRAMING PLAN.
EXTERIOR COLD FORMED METAL FRAMED
PARAPET WALL, REFER TO PROJECT
SPECIFICATIONS. COORDINATE DIMENSIONS
WITH ARCHITECTURAL DRAWINGS.
STRUCTURAL STEEL FRAMING WITH SPRAY APPLIED FIREPROOFING
AT UNDERSIDER, REFER TO FRAMING PLAN FOR SIZE.
STEEL ROOF DECK WITH SPRAY APPLIED FIREPROOFING
AT UNDERSIDE, REFER TO FRAMING PLAN.
L 4 x 4 x 3/8 VERTICAL AT 48" o.c. (05 1200)
OUTRIGGER, L 6 x 4 x 3/8 WITH BOLTED END
PLATE CONNECTION TO VERTICAL L4x4 (05 1200)1'-8"1'-2 1/4"
10 1/2"
CONTINUOUS L4(V) x 3 x 1/4 (05 1200)
WELDED TO EACH OUTRIGGER.
CONTINUOUS DECK CLOSURE
STRIP BY DECK MANUFACTURER.
CONTINUOUS L5(V) x 3 1/2 x 5/16
WELDED TO EACH OUTRIGGER (05 1200)
L3x3x1/4 OUTRIGGER AT 48" o.c.,
SEE TYPICAL DETAILs. (05 1200)
9 1/2"
EXTERIOR COLD FORMED STEEL FRAMED CURTAIN
WALL SYSTEM. REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
1
1
1
1
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
T.STEEL CAFE HIGH ROOF
ELEV. = 26' - 6 1/2"
P
P.3
STEEL ROOF DECK WITH SPRAY APPLIED
FIREPROOFING AT UNDERSIDE, REFER TO
FRAMING PLAN.
STRUCTURAL STEEL FRAMING WITH
SPRAY APPLIED FIREPROOFING, REFER
TO FRAMING PLAN FOR SIZE.
CONTINUOUS L5x3 1/2x5/16 (05 1200)
2'-0"
EXTERIOR COLD FORMED METAL FRAMED PARAPET WALL,
REFER TO PROJECT SPECIFICATIONS. COORDINATE
DIMENSIONS WITH ARCHITECTURAL DRAWINGS.
5" THICK CONCRETE SLAB ON STEEL DECK.
REFER TO FRAMING PLAN. SEE TYPICAL DETAILS
FOR SLAB EDGE REINFORCING REQUIREMENTS.
STRUCTURAL STEEL FRAMING WITH
SPRAY APPLIED FIREPROOFING, REFER
TO FRAMING PLAN FOR SIZE.
STEEL ROOF DECK WITH SPRAY APPLIED FIREPROOFING
AT UNDERSIDE, REFER TO FRAMING PLAN.
HSS 6x4x3/8 VERTICAL POST (05 1200), BOLT TO
STEEL BEAM BELOW WITH (4) 3/4" DIA. BOLTS.
CONTINUOUS L6xX1/2 SILL ANGLE (05 1200). FASTEN TO EACH HSS 6x4
POST WITH STEEL CLIP ANGLE WITH 1/2" DIA. ERECTION BOLTS IN
VERTICAL SLOTTED HOLES. FIELD WELD IN PLACE AFTER ADJUSTMENT.
CONTINUOUS L 4x4x3/8 DECK SUPPORT ANGLE (05 1200).
L4x4x3/8 STEEL OUTRIGGER AT 48" o.c. (05 1200),
REFER TO TYPICAL DETAIL..
2"
2"2 3/4"
CONTINUOUS DECK CLOSURE
STRIP BY DECK MANUFACTURER.
SLOPE
1
1
1
1
1
TYPICAL 5" WIDE PARAPET WALL
REINFORCING PLATE AT 6'-0" o.c. MAX
BY MISCELLANEOUS METALS (05 5000).
12"
3"
1/43 SIDES (05 5000)
1
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
T.STEEL CAFE HIGH ROOF
ELEV. = 26' - 6 1/2"
K
5" THICK CONCRETE SLAB ON STEEL DECK. REFER
TO FRAMING PLAN. SEE TYPICAL DETAILS FOR
SLAB EDGE REINFORCING REQUIREMENTS.
STRUCTURAL STEEL FRAMING WITH SPRAY APPLIED
FIREPROOFING, REFER TO FRAMING PLAN FOR SIZE.
EXTERIOR COLD FORMED METAL FRAMED
CURTAIN WALL SYSTEM. REFER TO
ARCHITECTURAL DRAWINGS AND PROJECT
SPECIFICATIONS.
STRUCTURAL STEEL FRAMING WITH SPRAY
APPLIED FIREPROOFING, REFER TO
FRAMING PLAN FOR SIZE.
STEEL ROOF DECK WITH SPRAY APPLIED FIREPROOFING
AT UNDERSIDE, REFER TO FRAMING PLAN.
EXTERIOR COLD FORMED METAL FRAMED PARAPET WALL,
REFER TO PROJECT SPECIFICATIONS. COORDINATE
DIMENSIONS WITH ARCHITECTURAL DRAWINGS.
SLOPE
4"1" EOD
TYPICAL 5" WIDE PARAPET WALL
REINFORCING PLATE AT 6'-0" o.c. MAX
BY MISCELLANEOUS METALS (05 5000).
12"
3"
CONTINUOUS 5/16" THICK STEEL BENT PLATE (05 1200).
FIELD WELD TO TOP OF WIDE FLANGE BEAM.
1/4
CONTINUOUS DECK CLOSURE
STRIP BY DECK MANUFACTURER.
1
1/43 SIDES (05 5000)
1
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1" = 1'-0"2/12/2021 11:55:20 AMH:\2017\17-030 Dennis Yarmouth MS\Struct\71011 DYIMS 100% CD_SB-01.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-3.08
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
FRAMING SECTIONS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
S-3.081" = 1'-0"
6FRAMING SECTION
S-3.081" = 1'-0"
7FRAMING SECTION
S-3.081" = 1'-0"
3FRAMING SECTION
S-3.081" = 1'-0"
1FRAMING SECTION
S-3.081" = 1'-0"
2FRAMING SECTION
S-3.081" = 1'-0"
4FRAMING SECTION
S-3.081" = 1'-0"
5FRAMING SECTION
1 2-12-21 Structural Bulletin No. 1 (addendum 2)
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
HH.1
5" THICK CONCRETE SLAB ON STEEL DECK. REFER
TO FRAMING PLAN. SEE TYPICAL DETAILS FOR
SLAB EDGE REINFORCING REQUIREMENTS.
STEEL ROOF DECK, REFER
TO FRAMING PLAN.
STRUCTURAL STEEL FRAMING,
REFER TO FRAMING PLAN FOR SIZE.
STRUCTURAL STEEL FRAMING, REFER
TO FRAMING PLAN FOR SIZE.
STRUCTURAL STEEL FRAMING WITH SPRAY APPLIED
FIREPROOFING, REFER TO FRAMING PLAN FOR SIZE.
CONTINUOUS L5x3 1/2x5/16 (05 1200)
STRUCTURAL STEEL FRAMING WITH
SPRAY APPLIED FIREPROOFING, REFER
TO FRAMING PLAN FOR SIZE.
STEEL ROOF DECK WITH SPRAY APPLIED
FIREPROOFING AT UNDERSIDE, REFER
TO FRAMING PLAN.
L3x3x1/4 OUTRIGGER AT 48" o.c.
REFER TO TYPICAL DETAILS. (05 1200)
L3x3x1/4 FRAME (05 1200) BETWEEN JOISTS
TOP CHORD JOIST EXTENSION
PIECE 1 1/2" ROOF DECK
SLOPE
SLOPE
11 3/4"1'-4"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
T.STEEL CAFE HIGH ROOF
ELEV. = 26' - 6 1/2"
5" THICK CONCRETE SLAB ON STEEL DECK.
REFER TO FRAMING PLAN. SEE TYPICAL DETAILS
FOR SLAB EDGE REINFORCING REQUIREMENTS.
STRUCTURAL STEEL ROOF DECK WITH
SPRAY APPLIED FIREPROOFING AT
UNDERSIDE, REFER TO FRAMING PLAN.
EXTERIOR COLD FORMED METAL FRAMED
PARAPET WALL, REFER TO PROJECT
SPECIFICATIONS. COORDINATE DIMENSIONS
WITH ARCHITECTURAL DRAWINGS.
STRUCTURAL STEEL FRAMING WITH
SPRAY APPLIED FIREPROOFING, REFER
TO FRAMING PLAN FOR SIZE.
STRUCTURAL STEEL FRAMING WITH SPRAY
APPLIED FIREPROOFING, REFER TO
FRAMING PLAN FOR SIZE.
CONTINUOUS 5/16" BENT PLATE
(05 1200) WELDED TO BEAM
FLANGE.
EXTERIOR COLD FORMED METAL FRAMED
CURTAIN WALL SYSTEM, REFER TO PROJECT
SPECIFICATIONS. COORDINATE DIMENSIONS
WITH ARCHITECTURAL DRAWINGS.
6 7/8"
L4x4x3/8 STEEL HANGER AT 48" o.c. (05 1200)
CONTINUOUS L6x6x5/16 HUNG LINTEL
(05 1200) AT WINDOW HEAD. BOLT TO
HANGER WITH 1/2" DIA. ERECTION BOLT,
SET LEVEL, AND FIELD WELD IN PLACE.
BOLT HUNG LINTEL TO HANGER WITH
1/2" DIA. ERECTION BOLT, SET LEVEL, AND
FIELD WELD IN PLACE. PROVIDE 2" LONG
VERTICAL SLOTTED HOLE IN HANGER.
BOT. OF HORIZ. ANGLE GIRT
TOP OF HORIZ. ANGLE GIRT
BOT. OF HORIZ. ANGLE GIRT
7 1/4"
1" EOD
L4x4x3/8 OUTRIGGER AT TOP
AND BOTTOM FLANGE. (05 1200)
L4x4x3/8 OUTRIGGER (05 1200) AT
TOP FLANGE, SEE TYPICAL DETAIL.VARIESELEV. = 23' - 6"
5"
7"
ELEV. = 15' - 8 1/2"
ELEV. = 10' - 2"
CONTINUOUS 5/16" THICK
BENT PLATE (05 1200),
WELD TO EACH OUTRIGGER.
1'-2 3/4" EOS
5 1/2"
3"
L4x4x3/8 OUTRIGGER (05 1200) AT
TOP FLANGE, SEE TYPICAL DETAIL.
L4x4x3/8 OUTRIGGER (05 1200) AT
TOP AND BOTTOM FLANGE.
BOLT HUNG LINTEL TO HANGER WITH 1/2" DIA.
ERECTION BOLT, SET LEVEL, AND FIELD WELD IN
PLACE. PROVIDE 2" LONG VERTICAL SLOTTED
HOLE IN VERTICAL STRUT.
CONTINUOUS L6x6x5/16 HUNG LINTEL
(05 1200) AT WINDOW HEAD. BOLT TO
HANGER WITH 1/2" DIA. ERECTION BOLT,
SET LEVEL, AND FIELD WELD IN PLACE.
BOLT HUNG LINTEL TO HANGER WITH 1/2" DIA.
ERECTION BOLT, SET LEVEL, AND FIELD WELD IN
PLACE. PROVIDE 2" LONG VERTICAL SLOTTED
HOLE IN VERTICAL STRUT.
CONTINUOUS L6x6x5/16 HUNG LINTEL
(05 1200) AT WINDOW HEAD. BOLT TO
HANGER WITH 1/2" DIA. ERECTION BOLT,
SET LEVEL, AND FIELD WELD IN PLACE.
L4x4x3/8 VERTICAL STRUT AT 48" o.c.
(05 1200) WELDED TO L4 OUTRIGGERS
6 7/8"
CLIP CANTILEVERED PARAPET
WALL STUDS TO CONTINUOUS
ROOF EDGE ANGLE (05 4000).
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
K
5" THICK CONCRETE SLAB ON STEEL DECK. REFER
TO FRAMING PLAN. SEE TYPICAL DETAILS FOR
SLAB EDGE REINFORCING REQUIREMENTS.
STRUCTURAL STEEL FRAMING WITH
SPRAY APPLIED FIREPROOFING, REFER TO
FRAMING PLAN FOR SIZE.
EXTERIOR COLD FORMED METAL FRAMED CURTAIN
WALL SYSTEM, REFER TO PROJECT SPECIFICATIONS.
COORDINATE DIMENSIONS WITH ARCHITECTURAL
DRAWINGS.
3 1/2" EOS
C4x4.5 x 3" LONG AT 24" o.c. WELD TO
UNDERSIDE OF BEAM FLANGE, (05 1200)
TYPICAL AT SPANDRAL BEAMS WITH
SPRAY-APPLIED FIREPROOFING
T.STEEL CAFE HIGH ROOF
ELEV. = 26' - 6 1/2"
b14
1 1/2" DEEP STEEL ROOF DECK,
REFER TO FRAMING PLAN.
STRUCTURAL STEEL FRAMING WITH
SPRAY APPLIED FIREPROOFING,
REFER TO FRAMING PLAN FOR SIZE.
EXTERIOR COLD FORMED STEEL FRAMED CURTAIN
WALL SYSTEM. REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.EXTERIOR COLD FORMED STEEL FRAMED CURTAIN
WALL SYSTEM. REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
4"4'-9 1/2"4"
4" EOD 4" EOD
1 1/2" DEEP STEEL ROOF DECK,
REFER TO FRAMING PLAN.
3" LONG PIECE C4x4.5 WELDED TO BOTTOM
FLANGE OF BEAM AT 24" o.c. (05 1200).
CONTINUOUS 1/4" STEEL BENT PLATE (05
1200). PROVIDE 1/2" DIA. x 3 1/2" LONG
THREADED STUD WELDED TO PLATE AT
48" o.c. FOR BLOCKING ATTACHMENT.
STRUCTURAL STEEL FRAMING WITH
SPRAY APPLIED FIREPROOFING,
REFER TO FRAMING PLAN FOR SIZE.10"4"
CONTINUOUS 1/4" STEEL BENT PLATE (05
1200). PROVIDE 1/2" DIA. x 3 1/2" LONG
THREADED STUD WELDED TO PLATE AT
48" o.c. FOR BLOCKING ATTACHMENT.10"4"
3" LONG PIECE C4x4.5 WELDED TO BOTTOM
FLANGE OF BEAM AT 24" o.c. (05 1200).
1 1/2" DEEP STEEL ROOF DECK,
REFER TO FRAMING PLAN.
RIGID COLD FORMED STEEL CLIP AT 24" o.c. (05 4000) TO
PROVIDE 2" CLEAR BETWEEN UNDERSIDE OF STEEL BEAM
AND TOP OF DEFLECTION TRACK SYSTEM. TYPICAL AT
INTERIOR COLD FORMED STEEL PARTITION WALLS AT
LOCATIONS TO BE SPRAY FIREPROOFED. REFER TO
FRAMING PLAN FOR SPRAY FIREPROOFING LOCATIONS..VARIES, SEE PLAN
2
2
2
2
2
2
2
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
P
5" THICK CONCRETE SLAB ON STEEL DECK. REFER
TO FRAMING PLAN. SEE TYPICAL DETAILS FOR
SLAB EDGE REINFORCING REQUIREMENTS.
L6x6x5/16 HUNG LINTEL HL-B100 (05 1200)
5'-5 5/8"
EXTERIOR CLERESTORY SYSTEM, REFER
TO ARCHITECTURAL DRAWINGS.
L3x3x1/4 HANGER (05 1200) AT BEAM
LOCATIONS, SEE FRAMING PLAN.
L2x2x1/4 DIAGONAL BRACE UP TO
BEAM ABOVE. PROVIDE GUSSET
PLATE CONNECTION, TYPICAL.
BOLT HUNG LINTEL TO HANGER WITH 1/2"
DIA. ERECTION BOLT IN 2" LONG VERTICAL
SLOTTED HOLE. SET LINTEL LEVEL AND
FIELD WELD IN PLACE (05 1200).
EXTERIOR COLD FORMED METAL FRAMED CURTAIN
WALL SYSTEM, REFER TO PROJECT SPECIFICATIONS.
COORDINATE DIMENSIONS WITH ARCHITECTURAL
DRAWINGS.
1 1/2" DEEP STEEL ROOF DECK,
REFER TO FRAMING PLAN.
L4x4x1/4 STEEL ANGLE FRAME (05 1200) BETWEEN
BEAMS FOR ROOF DECK EDGE SUPPORT.
STRUCTURAL STEEL FRAMING WITH
SPRAY APPLIED FIREPROOFING, REFER
TO FRAMING PLAN.
2"
EOS
4"2'-9 1/2"2 2
2
2
T.STEEL CAFE HIGH ROOF
ELEV. = 26' - 6 1/2"
b14
4"4'-9 1/2"4"1'-3 3/4"1'-3 3/4"8"8"
4"4"
2 #4 HORIZONTAL IN CURB, TYPICAL.
#4 VERTICAL DOWEL AT 12" o.c. WITH
STANDARD 90° HOOK, TYPICAL.
3 1/2" NORMAL WEIGHT CONCRETE OVER
1 1/2" DEEP, 18 GAUGE, COMPOSITE
STEEL DECK REINFORCED WITH 6x6-
W2.9xW2.9 WELDED WIRE FABRIC.5"RIGID COLD FORMED STEEL CLIP AT 24" o.c. (05 4000) TO
PROVIDE 2" CLEAR BETWEEN UNDERSIDE OF STEEL BEAM
AND TOP OF DEFLECTION TRACK SYSTEM. TYPICAL AT
INTERIOR COLD FORMED STEEL PARTITION WALLS AT
LOCATIONS TO BE SPRAY FIREPROOFED. REFER TO
FRAMING PLAN FOR SPRAY FIREPROOFING LOCATIONS.
STRUCTURAL STEEL FRAMING WITH
SPRAY APPLIED FIREPROOFING,
REFER TO FRAMING PLAN FOR SIZE.
EXTERIOR COLD FORMED STEEL FRAMED CURTAIN
WALL SYSTEM. REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
1 1/2" DEEP STEEL ROOF DECK,
REFER TO FRAMING PLAN.
3" LONG PIECE C4x4.5 WELDED TO BOTTOM
FLANGE OF BEAM AT 24" o.c. (05 1200).
CONTINUOUS 1/4" STEEL BENT PLATE (05
1200). PROVIDE 1/2" DIA. x 3 1/2" LONG
THREADED STUD WELDED TO PLATE AT
48" o.c. FOR BLOCKING ATTACHMENT.
STRUCTURAL STEEL FRAMING WITH
SPRAY APPLIED FIREPROOFING,
REFER TO FRAMING PLAN FOR SIZE.10"4"
1 1/2" DEEP STEEL ROOF DECK, REFER
TO FRAMING PLAN. TYPICAL EACH SIDE.
NORMAL WEIGHT CONCRETE
CURB EACH SIDE.
1" EOD 1" EOD
SEE PLANVARIES9 1/4"9 1/4"L4x3x1/4 AT 48" o.c. MAX FIT TO
BEAM WEB WITH CONTINUOUS
L3x3x1/4 DECK SUPPORT ANGLE.
T.STEEL CAFE HIGH ROOF
ELEV. = 26' - 6 1/2"
L
8" 3'-7 1/4" 1'-4 3/8"
3'-11 1/4"
CL BEAM
WIDE FLANGE STEEL BEAM BEYOND,
REFER TO FRAMING PLAN.
1 1/2" DEEP STEEL ROOF DECK,
REFER TO FRAMING PLAN.
L3x3x3/8 DECK SUPPORT ANGLE
WELDED TO BEAM BEYOND.
2 #4 HORIZONTAL IN CURB, TYPICAL.
#4 VERTICAL DOWEL AT 12" o.c. WITH
STANDARD 90° HOOK, TYPICAL.
3 1/2" NORMAL WEIGHT CONCRETE OVER
1 1/2" DEEP, 18 GAUGE, COMPOSITE
STEEL DECK REINFORCED WITH 6x6-
W2.9xW2.9 WELDED WIRE FABRIC.
STRUCTURAL STEEL FRAMING WITH
SPRAY APPLIED FIREPROOFING,
REFER TO FRAMING PLAN.
L6(V)x4x5/16 CONTINUOUS WELDED TO
L3x3x1/4 OUTRIGGER AT 48" o.c. MAX.
CONTINUOUS L6x6x1/4 (05 5000) SILL ANGLE AT DOOR
OPENING. FASTEN WITH CONCRETE CURB WITH 3/4" DIA.
EXPANSION BOLT AT 24" o.c. MAX. EMBED 4 3/4".
4"
#4 AT 12" o.c. WITH STANDARD 180°
HOOK WITH (2) CONTINUOUS #3 TIES.5"9 1/4"10 1/2"3"3 1/2"1'-3 3/4"METAL PAN STAIR FRAMING (05 5113).
COORDINATE WITH ARCHITECTURAL DRAWINGS.
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1" = 1'-0"2/26/2021 5:25:38 PMC:\Users\ENG-03\Documents\17030_s19_kbrown@girardco.com.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-3.09
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
FRAMING SECTIONS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
S-3.091" = 1'-0"
1FRAMING SECTION
S-3.091" = 1'-0"
2FRAMING SECTION
S-3.091" = 1'-0"
5FRAMING SECTION
S-3.091" = 1'-0"
4FRAMING SECTION
S-3.091" = 1'-0"
6FRAMING SECTION
1 2-12-21 Structural Bulletin No. 1
2 03-01-21 Addendum No. 8
S-3.091" = 1'-0"
3FRAMING SECTION
S-3.091" = 1'-0"
7FRAMING SECTION
2
2
(addendum 2)
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
1" EOD4"
L4x4x3/8 STEEL HANGER (05 1200)
L6(V)x4x3/8 STEEL HUNG LINTEL (05 1200).
BOLT TO HANGER WITH 1/2" DIA. ERECTION
BOLT IN 2" LONG VERTICAL SLOTTED HOLE.
SET LEVEL AND FIELD WELD IN PLACE.
PROVIDE 13/16" DIA. HOLE AT 24" o.c. MAX
IN HORIZONTAL LEG OF HUNG LINTEL.
COORDINATE LOCATIONS WITH PRECAST
WINDOW HEAD MANUFACTURER. PRECAST
MANUFACTURER SHALL PROVIDE
THREADED INSERT TO RECIEVE 3/4" DIA.
BOLT AT EACH CONNECTION POINT.
3/8" THICK STEEL BENT PLATE (05 1200) FIT TO
INSIDE OF BEAM WITH WITH 4" LONG
OUTSTANDING LEG. LOCATE AT THIRD POINTS OF
WINDOW SPAN, COORDINATE WITH
ARCHITECTURAL DRAWINGS.
5" THICK CONCRETE SLAB ON STEEL DECK. REFER
TO FRAMING PLAN. SEE TYPICAL DETAILS FOR
SLAB EDGE REINFORCING REQUIREMENTS.
EOS
3 1/2"
4"7"1'-0" 3 1/2"
(2) L6x4x3/8 x 4" LONG STEEL CLIPS (05 1200)
FOR HANGER ATTACHMENT. BOLT HANGER TO
CLIP WITH 1/2" DIA. ERECTION BOLT IN 1 1/2"
LONG HORIZONTAL SLOTTED HOLE. LOCATE
HANGER AS SHOWN AND FIELD WELD IN PLACE.
CONTINUOUS L4x4x1/4 STEEL ANGLE (05 1200). CONNECT TO
CLIP ANGLES WITH 1/2" DIA. ERECTION BOLT IN 1 1/2" LONG
VERTICAL SLOTTED HOLE. SET LEVEL AND FIELD WELD IN PLACE.1'-10 1/4"CONTINUOUS HOT DIP GALVANIZED
1/8" THICK STEEL BENT PLATE (05 5000).
FASTEN TO COLD FORMED STEEL WALL
STUD FRAMING WITH (2) #10 SELF
TAPPING SCREWS AT 32" o.c.
EXTERIOR COLD FORMED STEEL FRAMED CURTAIN
WALL SYSTEM. REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
OPEN WEB STEEL JOIST FRAMING,
REFER TO ROOF FRAMING PLAN.
CONTINUOUS NET UPLIFT JOIST
BRIDGING BY JOIST MANUFACTURER.
1 1/2" DEEP WIDE RIB STEEL ROOF DECK, REFER TO
ROOF FRAMING PLAN. PROVIDE CONTINUOUS BENT
FINISH STRIP AT DECK EDGE, TYPICAL.
CONTINUOUS L5x3 1/2x 5/16 STEEL ANGLE (05 1200).
WELD TO TOP CHORD OF EACH ROOF JOIST.EXTERIOR COLD FORMED STEEL FRAMED
PARAPET WALL, REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
STEEL ROOF FRAMING, REFER TO
ARCHITECTURAL DRAWINGS.
L2x2x1/4 DIAGONAL BRACE AT
10'-0" o.c. (05 1200) MAXIMUM
AT PERIMETER BEAMS AS
INDICATED ON ROOF FRAMING
PLAN. PROVIDE GUSSET PLATE
CONNECTION AT EACH END.
L6x4x5/16 FRAME AT L2x2 DIAGONAL
BRACE LOCATIONS. (05 1200)
STEEL FRAMING, REFER TO
FRAMING PLAN FOR SIZE.
8"
6"
L4(V)x3x1/4 x 6" LONG CLIP ANGLE (05 1200)
AT 24" o.c. MAX WELDED TO BOTTOM FLANGE
OF BEAM.2'-1 5/8"1
1
1
1
1
1
1
1
TYPICAL 5" WIDE x 3/8" THICK PARAPET
WALL REINFORCING PLATE AT 6'-0" o.c. MAX
BY MISCELLANEOUS METALS (05 5000).
3"1'-0"TYPICAL (05 5000).1/4"1
1
1
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
3/8"
CLBEAM
1 1/2" DEEP WIDE RIB STEEL ROOF DECK,
REFER TO ROOF FRAMING PLAN.
EXTERIOR COLD FORMED STEEL FRAMED
PARAPET WALL, REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
STEEL ROOF FRAMING, REFER TO
ARCHITECTURAL DRAWINGS.
EXTERIOR COLD FORMED STEEL FRAMED CURTAIN
WALL SYSTEM. REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
4" EOD T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
A
5'-0 3/8"
CL BEAM
1 1/2" DEEP WIDE RIB STEEL ROOF DECK, REFER TO
ROOF FRAMING PLAN. PROVIDE CONTINUOUS BENT
FINISH STRIP AT DECK EDGE, TYPICAL.
EXTERIOR COLD FORMED STEEL FRAMED
PARAPET WALL, REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
STRUCTURAL STEEL FRAMING,
REFER TO FRAMING PLAN FOR SIZE.
EXTERIOR COLD FORMED STEEL FRAMED CURTAIN
WALL SYSTEM. REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
1" EOD4"
CONTINUOUS L5x3 1/2x 5/16 STEEL ANGLE (05 1200).
WELD TO TOP CHORD OF EACH ROOF JOIST.
1
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
d15
INTERIOR FOLDING PARTITION, REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
L3x3x1/4 DIAGONAL BRACE (05 1200) AT EACH HSS
HANGER LOCATION. REFER TO ROOF FRAMING PLAN.
L4x4x3/8 FRAME (05 1200) AT EACH L3 DIAGONAL
BRACE. REFER TO ROOF FRAMING PLAN.
OPEN WEB STEEL JOIST FRAMING
AND CONTINUOUS BRACING.
REFER TO ROOF FRAMING PLAN.
CONTINUOUS FLAT C8x11.5 ABOVE
FOLDING PARTITION. (05 1200)
HSS 4x4x5/16 HANGER (05 1200),
REFER TO ROOF FRAMING PLAN
FOR LOCATIONS.
1
1
1
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
5" THICK CONCRETE SLAB ON STEEL DECK. REFER
TO FRAMING PLAN. SEE TYPICAL DETAILS FOR
SLAB EDGE REINFORCING REQUIREMENTS.
STEEL FRAMING, REFER TO
FRAMING PLAN FOR SIZE.
EXTERIOR COLD FORMED STEEL FRAMED CURTAIN
WALL SYSTEM. REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
EXTERIOR COLD FORMED STEEL FRAMED CURTAIN
WALL SYSTEM. REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
OPEN WEB STEEL JOIST FRAMING AND CONTINUOUS
BRIDGING. REFER TO ROOF FRAMING PLAN.
1 1/2" DEEP WIDE RIB STEEL ROOF
DECK, REFER TO ROOF FRAMING PLAN.
EXTERIOR COLD FORMED STEEL FRAMED
PARAPET WALL, REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
STEEL FRAMING, REFER TO FRAMING
PLANS FOR SIZE.
4" EOD
EOS
3 1/2"
L3 x 3 x 5/16 DIAGONAL BRACE (05 1200) AT 6'-0" o.c. MAX.
PROVIDE TYPICAL GUSSET PLATE CONNECTION AT EACH END.
1
TYPICAL 5" WIDE x 3/8" THICK PARAPET
WALL REINFORCING PLATE AT 6'-0" o.c. MAX
BY MISCELLANEOUS METALS (05 5000).
3"1'-0"TYPICAL (05 5000).
1/4"
CUT OUT ROOF DECK AS REQUIRED TO INSTALL
PARAPET WALL REINFORCING PLATE (05 5000).
1
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
T.STEEL MEDIA CENTER ROOF
ELEV. = 33' - 11 1/2"
P.7
BOTTOM OF STEEL ANGLE
ELEV. =31' - 8"
CONTINUOUS L5(V) x 3 1/2 x 5/16 STEEL ANGLE
(05 1200) AT HEAD OF CLERESTORY. BOLT TO CLIP
ANGLES WITH 1/2" DIA. ERECTION BOLT, SET
LEVEL, AND FIELD WELD IN PLACE.
L6(V) x 3 1/2 x 3/8 CLIP ANGLE (05 1200) x 4" LONG AT 48"
o.c. MAX AND WITHIN 12" OF EACH END OF
CONTINUOUS CLERESTORY HEAD ANGLE. PROVIDE 2"
LONG VERTICAL SLOTTED HOLE FOR BOLTED
CONNECTION.
STRUCTURAL STEEL FRAMING WITH SPRAY APPLIED
FIREPROOFING, REFER TO FRAMING PLAN FOR SIZE.
4" 1" EOD
1/4
STEEL ROOF DECK WITH SPRAY APPLIED
FIREPROOFING AT UNDERSIDE, REFER
TO FRAMING PLAN.
EXTERIOR COLD FORMED METAL FRAMED
PARAPET WALL TO SPAN HORIZONTALLY
BETWEEN REINFORCING PLATES, COORDINATE
DIMENSIONS WITH ARCHITECTURAL DRAWINGS.
CONTINUOUS 5/16" THICK STEEL
BENT PLATE (05 1200). FIELD WELD
TO TOP OF WIDE FLANGE BEAM.
5"
3 1/2"
TYPICAL 5" WIDE PARAPET WALL
REINFORCING PLATE AT 6'-0" o.c. MAX
BY MISCELLANEOUS METALS (05 5000).SLOPE
12"
3"
1/43 SIDES (05 5000)
EXTERIOR CLERESTORY SYSTEM, REFER
TO ARCHITECTURAL DRAWINGS AND
PROJECT SPECIFICATIONS..
TOP OF STEEL ANGLE GIRT
ELEV. = 16' - 0 5/8"
1" EOD
6"STRUCTURAL STEEL FRAMING WITH SPRAY APPLIED
FIREPROOFING, REFER TO FRAMING PLAN FOR SIZE.
5" THICK CONCRETE SLAB ON STEEL DECK. REFER
TO FRAMING PLAN. SEE TYPICAL DETAILS FOR
SLAB EDGE REINFORCING REQUIREMENTS.
L4 x 3 x 5/16 FRAME (05 1200). PROVIDE L6 x 4 x 1/2 x 5"
LONG SEAT ANGLE WELDED TO EACH END.
STEEL ROOF DECK WITH SPRAY APPLIED FIREPROOFING
AT UNDERSIDE, REFER TO FRAMING PLAN.
HSS 6x4x3/8 STEEL CANTILEVER POST (05 1200),
REFER TO FRAMING PLAN FOR LOCATION. PROVIDE
7" x 1/2" 10" BASEPLATE BOLTED TO STEEL BEAM
BELOW WITH (4) 3/4" DIA. BOLTS, CENTER ON
BEAM GAGE.
CONTINUOUS HSS 7x4x3/8 STEEL GIRT (05 1200) AT
CLERESTORY WINDOW SILL. ATTACH TO EACH HSS
CANTILEVER POST AND JAMB POST AT EACH END.
3/8" THICK FULL DEPTH STIFFENER PLATE (05 1200)
EACH SIDE OF BEAM WEB CENTERED BENEATH HSS
CANTILEVERED POST.
1
1
1
1
1
1
1
1
T.STEEL CAFE HIGH ROOF
ELEV. = 26' - 6 1/2"
STRUCTURAL STEEL FRAMING WITH SPRAY
APPLIED FIREPROOFING, REFER TO
FRAMING PLAN FOR SIZE.
STEEL ROOF DECK WITH SPRAY APPLIED FIREPROOFING
AT UNDERSIDE, REFER TO FRAMING PLAN.
CONTINUOUS 6" x 3/8" PLATE (05 5000)
WITH 4" LONG 3/4" DIA. STUDS AT 24" o.c.
SET IN SOLID GROUT (04 2000).
5" THICK CONCRETE SLAB ON STEEL DECK. REFER
TO FRAMING PLAN. SEE TYPICAL DETAILS FOR
SLAB EDGE REINFORCING REQUIREMENTS.
#4 CONTINUOUS EACH SIDE OF
EXHAUST FAN OPENING 1
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1" = 1'-0"2/12/2021 11:55:21 AMH:\2017\17-030 Dennis Yarmouth MS\Struct\71011 DYIMS 100% CD_SB-01.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-3.10
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
FRAMING SECTIONS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
S-3.101" = 1'-0"
1FRAMING SECTION
S-3.101" = 1'-0"
5FRAMING SECTION
S-3.101" = 1'-0"
6FRAMING SECTION
S-3.101" = 1'-0"
7FRAMING SECTION
S-3.101" = 1'-0"
2FRAMING SECTION
1 2-12-21 Structural Bulletin No. 1
S-3.101" = 1'-0"
4FRAMING SECTION
S-3.101" = 1'-0"
3FRAMING SECTION
(addendum 2)
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
D
L6(V)x4x3/8 STEEL HUNG LINTEL (05 1200).
BOLT TO HANGER WITH 1/2" DIA. ERECTION
BOLT IN 2" LONG VERTICAL SLOTTED HOLE.
SET LEVEL AND FIELD WELD IN PLACE.
PROVIDE 13/16" DIA. HOLE AT 24" o.c. MAX
IN HORIZONTAL LEG OF HUNG LINTEL.
COORDINATE LOCATIONS WITH PRECAST
WINDOW HEAD MANUFACTURER. PRECAST
MANUFACTURER SHALL PROVIDE
THREADED INSERT TO RECIEVE 3/4" DIA.
BOLT AT EACH CONNECTION POINT.
3/8" THICK STEEL BENT PLATE (05 1200)
FIT TO INSIDE OF BEAM WITH WITH 4"
LONG OUTSTANDING LEG. LOCATE AT
THIRD POINTS OF WINDOW SPAN,
COORDINATE WITH ARCHITECTURAL
DRAWINGS.
5" THICK CONCRETE SLAB ON STEEL DECK. REFER
TO FRAMING PLAN. SEE TYPICAL DETAILS FOR
SLAB EDGE REINFORCING REQUIREMENTS.
(2) L6x4x3/8 x 4" LONG STEEL CLIPS FOR
HANGER ATTACHMENT (05 1200). BOLT
HANGER TO CLIP WITH 1/2" DIA. ERECTION
BOLT IN 1 1/2" LONG HORIZONTAL SLOTTED
HOLE. LOCATE HANGER AS SHOWN AND FIELD
WELD IN PLACE.
CONTINUOUS HOT DIP
GALVANIZED 1/8" THICK STEEL
BENT PLATE, (05 5500). FASTEN
TO COLD FORMED STEEL WALL
STUD FRAMING WITH (2) #10 SELF
TAPPING SCREWS AT 32" o.c.
TOP OF HORIZONTAL HSS GIRT
ELEV. = 8' - 7"
EXTERIOR COLD FORMED STEEL FRAMED CURTAIN
WALL SYSTEM. REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
TOP OF HORIZONTAL HSS GIRT
ELEV. = 21' - 11"
OPEN WEB STEEL JOIST FRAMING,
REFER TO ROOF FRAMING PLAN.
CONTINUOUS NET UPLIFT JOIST
BRIDGING BY JOIST MANUFACTURER.
1 1/2" DEEP WIDE RIB STEEL ROOF DECK, REFER TO
ROOF FRAMING PLAN. PROVIDE CONTINUOUS BENT
FINISH STRIP AT DECK EDGE, TYPICAL.
CONTINUOUS L5x3 1/2x 5/16 STEEL ANGLE
(05 1200). WELD TO TOP CHORD OF EACH
ROOF JOIST.
EXTERIOR COLD FORMED STEEL FRAMED
PARAPET WALL, REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
STEEL ROOF FRAMING, REFER TO
ARCHITECTURAL DRAWINGS.
CONTINUOUS HSS 8x3(V)x1/4
WINDOW HEAD SUPPORT (05 1200).
BOTTOM OF HORIZONTAL HSS GIRT
ELEV. = 24' - 1 3/8"
L2x2x1/4 DIAGONAL BRACE (05 1200)
AT 10'-0" o.c. MAXIMUM AT
PERIMETER BEAMS OR AS INDICATED
ON ROOF FRAMING PLAN. PROVIDE
GUSSET PLATE CONNECTION AT EACH
END.
L6x4x5/16 FRAME AT L2x2 (05 1200)
DIAGONAL BRACE LOCATIONS.
STEEL FRAMING, REFER TO
FRAMING PLAN FOR SIZE.
8"
6"
4" 1" EOD
4" DEEP x 3/8" THICK OUTRIGGER PLATE,
REFER TO FRAMING PLAN (05 5000).
CONTINUOUS 3/16" THICK
STEEL PLATE, REFER TO
FRAMING PLAN (05 5000).
EXTRUDED ALUMINUM SUPPORT
ANGLE ON ALL SIDES BY RADIANT
PANEL MANUFACTURER.
INTERIOR FINISH, REFER TO
ARCHITECTURAL DRAWINGS.
3/16" DIA. STABILIZING ROD, REFER
TO FRAMING PLAN (05 5000).
CANTILEVERED SUNSHADE SYSTEM,
REFER TO ARCHITECTURAL DRAWINGS.
CONTINUOUS HSS 6(V) x 5 x 5/16 STEEL GIRT.
CONNECT TO COLUMN AT EACH END (05 1200).
(4) 1/2" DIA. THREADED STUDS WELDED TO FACE OF
CONRINUOUS GIRT. COORDINATE CONFIGURATION
WITH SUNSHADE SYSTEM MANUFACTURER.
1/2" THICK LOAD BEARING THERMAL BREAK PAD
(05 1200). PROVIDE PAD, WASHERS, AND BUSHINGS.
3'-0 5/8"
CONTINUOUS L4x4x1/4 STEEL ANGLE (05 1200). CONNECT TO
CLIP ANGLES WITH 1/2" DIA. ERECTION BOLT IN 1 1/2" LONG
VERTICAL SLOTTED HOLE. SET LEVEL AND FIELD WELD IN PLACE.
L4(V)x3x1/4 x 6" LONG CLIP ANGLE AT 24" o.c. MAX
WELDED TO BOTTOM FLANGE OF BEAM (05 1200).2'-1 5/8"4" DEEP x 3/8" THICK OUTRIGGER PLATE,
REFER TO FRAMING PLAN (05 5000).
CONTINUOUS 3/16" THICK STEEL PLATE,
REFER TO FRAMING PLAN (05 5000).
EXTRUDED ALUMINUM SUPPORT
ANGLE ON ALL SIDES BY RADIANT
PANEL MANUFACTURER.
3/16" DIA. STABILIZING ROD, REFER
TO FRAMING PLAN (05 5000).
3'-0 5/8"
TYPICAL 5" WIDE x 3/8" THICK PARAPET
WALL REINFORCING PLATE AT 6'-0" o.c. MAX
BY MISCELLANEOUS METALS (05 5000).
3"1'-0"TYPICAL (05 5000).1/4"
1 1/2"2
2
1 1/2"
2
INSIDE FACE OF
CONTINUOUS PLATE
INSIDE FACE OF
CONTINUOUS PLATE 2
2
2
2
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
D
1 1/2" DEEP WIDE RIB STEEL ROOF DECK, REFER TO
ROOF FRAMING PLAN. PROVIDE CONTINUOUS BENT
FINISH STRIP AT DECK EDGE, TYPICAL.
CONTINUOUS L5x3 1/2x 5/16 STEEL ANGLE
(05 1200). WELD TO TOP CHORD OF EACH
ROOF JOIST.
EXTERIOR COLD FORMED STEEL FRAMED
PARAPET WALL, REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
STEEL ROOF FRAMING, REFER TO
ARCHITECTURAL DRAWINGS.
EXTERIOR COLD FORMED STEEL
FRAMED CURTAIN WALL SYSTEM.
REFER TO ARCHITECTURAL DRAWINGS
AND PROJECT SPECIFICATIONS.
4" 1" EOD
TYPICAL (05 5000).1/4"
TYPICAL 5" WIDE x 3/8" THICK PARAPET
WALL REINFORCING PLATE AT 6'-0" o.c. MAX
BY MISCELLANEOUS METALS (05 5000).
3"1'-0"T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
DD.1
2'-0"
5 1/2"
TCX
1'-4"
EXPANSION JOINT
OPEN WEB STEEL JOIST FRAMING,
REFER TO ROOF FRAMING PLAN.
CONTINUOUS NET UPLIFT JOIST
BRIDGING BY JOIST MANUFACTURER.
1 1/2" DEEP WIDE RIB STEEL ROOF DECK, REFER
TO ROOF FRAMING PLAN. PROVIDE CONTINUOUS
BENT FINISH STRIP AT DECK EDGE, TYPICAL.
1 1/2" DEEP WIDE RIB STEEL ROOF DECK, REFER
TO ROOF FRAMING PLAN. PROVIDE CONTINUOUS
BENT FINISH STRIP AT DECK EDGE, TYPICAL.
STEEL ROOF FRAMING, REFER TO
ARCHITECTURAL DRAWINGS.
OPEN WEB STEEL JOIST FRAMING
AND CONTINUOUS BRIDGING.
REFER TO ROOF FRAMING PLAN.
CONTINUOUS L5x3 1/2x5/16 STEEL ANGLE. (05 1200)CONTINUOUS L5x5x5/16 STEEL ANGLE. (05 1200)
INTERIOR COLD FORMED STEEL FRAMED WALL
SYSTEM. REFER TO ARCHITECTURAL DRAWINGS
AND PROJECT SPECIFICATIONS.
5" THICK CONCRETE SLAB ON STEEL DECK. REFER
TO FRAMING PLAN. SEE TYPICAL DETAILS FOR
SLAB EDGE REINFORCING REQUIREMENTS.
STEEL FRAMING, REFER TO
FRAMING PLAN FOR SIZE.
INTERIOR COLD FORMED STEEL FRAMED WALL
SYSTEM. REFER TO ARCHITECTURAL DRAWINGS
AND PROJECT SPECIFICATIONS.
STEEL FRAMING, REFER TO
FRAMING PLAN FOR SIZE.
L4 x 4 x 3/8 STEEL OUTRIGGER AT 48" o.c.
CONTINUOUS L5 x 3 1/2 x 5/16 STEEL
ANGLE. (05 1200)
1'-6" EOS
2" EXPANSION JOINT
4" EOS
2
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
DD.1
2'-0"
1'-4"5 1/2"
EXPANSION JOINT
1 1/2" DEEP WIDE RIB STEEL ROOF DECK, REFER
TO ROOF FRAMING PLAN. PROVIDE CONTINUOUS
BENT FINISH STRIP AT DECK EDGE, TYPICAL.
1 1/2" DEEP WIDE RIB STEEL ROOF DECK, REFER
TO ROOF FRAMING PLAN. PROVIDE CONTINUOUS
BENT FINISH STRIP AT DECK EDGE, TYPICAL.
STEEL ROOF FRAMING, REFER TO
ARCHITECTURAL DRAWINGS.
CONTINUOUS L5 x 3 1/2 x 5/16 STEEL ANGLE (05 1200).CONTINUOUS L5 x 5 x 5/16 STEEL ANGLE (05 1200).
2'-6"
HSS 2 1/2x2 1/2x1/4 OUTRIGGER
WELDED TO TOP FLANGE OF BEAM,
REFER TO FRAMING PLAN (05 1200).
EXTERIOR COLD FORMED STEEL
FRAMED CURTAIN WALL SYSTEM.
REFER TO ARCHITECTURAL DRAWINGS
AND PROJECT SPECIFICATIONS.
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
D
EXTERIOR COLD FORMED STEEL FRAMED
PARAPET WALL, REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
5" THICK CONCRETE SLAB ON STEEL DECK. REFER
TO FRAMING PLAN. SEE TYPICAL DETAILS FOR
SLAB EDGE REINFORCING REQUIREMENTS.
STEEL FRAMING, REFER TO
FRAMING PLAN FOR SIZE.
OPEN WEB STEEL JOIST FRAMING,
REFER TO ROOF FRAMING PLAN.
CONTINUOUS HSS 8x3(V)x1/4
WINDOW HEAD SUPPORT (05 1200).
CLIP TO HSS POST AT EACH END.
1 1/2" DEEP WIDE RIB STEEL ROOF DECK, REFER TO
ROOF FRAMING PLAN. PROVIDE CONTINUOUS BENT
FINISH STRIP AT DECK EDGE, TYPICAL.
4" 1" EOD CONTINUOUS L5x3 1/2x5/16 STEEL ANGLE (05 1200).
L6x4x5/16 FRAME AT L2x2 DIAGONAL
BRACE LOCATIONS (05 1200).
L6(V)x4x1/4 CLIP ANGLE EACH SIDE OF POST
(05 1200). BOLT TO POST WITH 3/4" DIA. BOLT
IN 2" LONG VERTICAL SLOTTED HOLE IN
VERTICAL LEG.
L2x2x1/4 DIAGONAL BRACE (05 1200) AT 10'-0"
o.c. MAXIMUM AT PERIMTER BEAMS AS
INDICATED ON ROOF FRAMING PLAN. PROVIDE
GUSSET PLATE CONNECTION AT EACH END.
PROVIDE 7" x 1/2" x 9" STEEL BASEPLATE BOLTED TO TOP
FLANGE OF BEAM WITH (4) 3/4" DIA. BOLTS (05 1200).
4" DEEP x 3/8" THICK OUTRIGGER PLATE,
REFER TO FRAMING PLAN (05 5000).
CONTINUOUS 3/16" THICK STEEL PLATE,
REFER TO FRAMING PLAN (05 5000).
EXTRUDED ALUMINUM SUPPORT
ANGLE ON ALL SIDES BY RADIANT
PANEL MANUFACTURER.
INTERIOR FINISH, REFER TO
ARCHITECTURAL DRAWINGS.
3/16" DIA. STABILIZING ROD, REFER
TO FRAMING PLAN (05 5000).
3'-0 5/8"
4" DEEP x 3/8" THICK OUTRIGGER PLATE,
REFER TO FRAMING PLAN (05 5000).
CONTINUOUS 3/16" THICK STEEL PLATE,
REFER TO FRAMING PLAN (05 5000).
EXTRUDED ALUMINUM SUPPORT
ANGLE ON ALL SIDES BY RADIANT
PANEL MANUFACTURER.
3/16" DIA. STABILIZING ROD, REFER
TO FRAMING PLAN (05 5000).
L6(V)x4x1/4 CLIP ANGLE EACH SIDE OF POST. BOLT
TO POST WITH 3/4" DIA. BOLT IN 2" LONG VERTICAL
SLOTTED HOLE IN VERTICAL LEG (05 1200).
3'-0 5/8"
HSS 6x3x5/16 POST (05 1200) EACH SIDE OF
WINDOW, REFER TO FRAMING PLANS.
COORDINATE LOCATION WITH ARCHITECTURAL
DRAWINGS.
HSS 6x3x5/16 POST (05 1200) EACH SIDE
OF WINDOW, REFER TO FRAMING PLANS.
COORDINATE LOCATION WITH
ARCHITECTURAL DRAWINGS.
TYPICAL 5" WIDE x 3/8" THICK PARAPET
WALL REINFORCING PLATE AT 6'-0" o.c. MAX
BY MISCELLANEOUS METALS (05 5000).
3"1'-0"TYPICAL (05 5000).1/4"
1 1/2"
CONTINUOUS HSS 6(V) x 5 x 5/16 STEEL GIRT.
CONNECT TO COLUMN AT EACH END WITH END
PLATE CONNECTION (05 1200).
2
1 1/2"
INSIDE FACE OF
CONTINUOUS PLATE
INSIDE FACE OF
CONTINUOUS PLATE
CONTINUOUS HSS 6(V) x 5 x 5/16 STEEL GIRT.
CONNECT TO COLUMN AT EACH END WITH END
PLATE CONNECTION (05 1200).
TOP OF HORIZONTAL HSS GIRT
ELEV. = 21' - 11"
TOP OF HORIZONTAL HSS GIRT
ELEV. = 8' - 7"
2
2
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
d2
1 1/2" DEEP WIDE RIB STEEL ROOF
DECK, REFER TO ROOF FRAMING PLAN.
EXTERIOR COLD FORMED STEEL FRAMED
PARAPET WALL, REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
STEEL FRAMING, REFER TO FRAMING
PLANS FOR SIZE.
TYPICAL 5" WIDE x 3/8" THICK PARAPET
WALL REINFORCING PLATE AT 6'-0" o.c. MAX
BY MISCELLANEOUS METALS (05 5000).
3"1'-0"TYPICAL (05 5000).
1/4"
CUT OUT ROOF DECK AS REQUIRED TO INSTALL
PARAPET WALL REINFORCING PLATE (05 5000).
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1" = 1'-0"2/26/2021 5:25:39 PMC:\Users\ENG-03\Documents\17030_s19_kbrown@girardco.com.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-3.11
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
FRAMING SECTIONS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
S-3.111" = 1'-0"
2FRAMING SECTION
S-3.111" = 1'-0"
5FRAMING SECTION
S-3.111" = 1'-0"
1FRAMING SECTION
S-3.111" = 1'-0"
4FRAMING SECTION
S-3.111" = 1'-0"
3FRAMING SECTION
S-3.111" = 1'-0"
6FRAMING SECTION
1 2-12-21 Structural Bulletin No. 1
2 03-01-21 Addendum No. 8
(addendum 2)
SECOND FLOOR
ELEV. = 13' - 4"
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
d2
9" 2'-1 1/2"
STEEL FRAMING, REFER TO
FRAMING PLAN FOR SIZE.
1 1/2" DEEP WIDE RIB STEEL ROOF
DECK, REFER TO ROOF FRAMING PLAN.
EXTERIOR COLD FORMED STEEL FRAMED
PARAPET WALL, REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
STEEL FRAMING, REFER TO FRAMING
PLANS FOR SIZE.
CONTINUOUS 3/8" STEEL PLATE AT HEAD
OF CLERESTORY (05 1200). COORDINATE
WITH ARCHITECTURAL DRAWINGS.
CLERESTORY SYSTEM, REFER TO
ARCHITECTURAL DRAWINGS.
1
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
B.4
EXTERIOR COLD FORMED STEEL FRAMED
PARAPET WALL, REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
STEEL FRAMING, REFER TO FRAMING
PLANS FOR SIZE.
STEEL FRAMING, REFER TO FRAMING
PLANS FOR SIZE.
1 1/2" DEEP WIDE RIB STEEL ROOF
DECK, REFER TO ROOF FRAMING PLAN.
CONTINUOUS DECK CLOSURE
STRIP BY DECK MANUFACTURER.
EXTERIOR COLD FORMED STEEL
FRAMED CURTAIN WALL SYSTEM.
REFER TO ARCHITECTURAL DRAWINGS
AND PROJECT SPECIFICATIONS.
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
C
1 1/2" DEEP WIDE RIB STEEL ROOF
DECK, REFER TO ROOF FRAMING PLAN.
5" THICK CONCRETE SLAB ON STEEL DECK. REFER
TO FRAMING PLAN. SEE TYPICAL DETAILS FOR
SLAB EDGE REINFORCING REQUIREMENTS.
EXTERIOR COLD FORMED STEEL FRAMED
PARAPET WALL, REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
STEEL FRAMING, REFER TO FRAMING
PLANS FOR SIZE.
STEEL FRAMING, REFER TO FRAMING
PLANS FOR SIZE.
CONTINUOUS DECK CLOSURE
STRIP BY DECK MANUFACTURER.
CONTINUOUS L4(V)x3x1/4 ANGLE (05 1200)
EXTERIOR COLD FORMED STEEL
FRAMED CURTAIN WALL SYSTEM.
REFER TO ARCHITECTURAL DRAWINGS
AND PROJECT SPECIFICATIONS.
3 7/8" EOS
1
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
C
5" THICK CONCRETE SLAB ON STEEL DECK. REFER
TO FRAMING PLAN. SEE TYPICAL DETAILS FOR
SLAB EDGE REINFORCING REQUIREMENTS.
STEEL FRAMING, REFER TO FRAMING
PLANS FOR SIZE.
3" EOS
EXTERIOR COLD FORMED STEEL
FRAMED CURTAIN WALL SYSTEM.
REFER TO ARCHITECTURAL DRAWINGS
AND PROJECT SPECIFICATIONS.
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
3-1/2" THICK CONCRETE SLAB ON STEEL DECK.
REFER TO FRAMING PLAN. SEE TYPICAL DETAILS
FOR SLAB EDGE REINFORCING REQUIREMENTS.
STEEL FRAMING, REFER TO FRAMING
PLANS FOR SIZE.
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
5" THICK CONCRETE SLAB ON STEEL DECK. REFER
TO FRAMING PLAN. SEE TYPICAL DETAILS FOR
SLAB EDGE REINFORCING REQUIREMENTS.
STEEL FRAMING, REFER TO FRAMING
PLANS FOR SIZE.
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
3-1/2" THICK CONCRETE SLAB ON STEEL DECK.
REFER TO FRAMING PLAN. SEE TYPICAL DETAILS
FOR SLAB EDGE REINFORCING REQUIREMENTS.
STEEL FRAMING, REFER TO
FRAMING PLANS FOR SIZE.
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
B.4
5" THICK CONCRETE SLAB ON STEEL DECK. REFER
TO FRAMING PLAN. SEE TYPICAL DETAILS FOR
SLAB EDGE REINFORCING REQUIREMENTS.
STEEL FRAMING, REFER TO FRAMING
PLANS FOR SIZE.
3 1/8" EOS
EXTERIOR COLD FORMED STEEL
FRAMED CURTAIN WALL SYSTEM.
REFER TO ARCHITECTURAL DRAWINGS
AND PROJECT SPECIFICATIONS.
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
d21
3-1/2" THICK CONCRETE SLAB ON STEEL DECK.
REFER TO FRAMING PLAN. SEE TYPICAL DETAILS
FOR SLAB EDGE REINFORCING REQUIREMENTS.
STEEL FRAMING, REFER TO
FRAMING PLANS FOR SIZE.
3 3/4" EOS
EXTERIOR COLD FORMED STEEL
FRAMED CURTAIN WALL SYSTEM.
REFER TO ARCHITECTURAL DRAWINGS
AND PROJECT SPECIFICATIONS.
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
5" THICK CONCRETE SLAB ON STEEL DECK. REFER
TO FRAMING PLAN. SEE TYPICAL DETAILS FOR
SLAB EDGE REINFORCING REQUIREMENTS.
STEEL FRAMING, REFER TO
FRAMING PLANS FOR SIZE.
EXTERIOR COLD FORMED STEEL
FRAMED CURTAIN WALL SYSTEM.
REFER TO ARCHITECTURAL DRAWINGS
AND PROJECT SPECIFICATIONS.
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1" = 1'-0"2/12/2021 11:55:22 AMH:\2017\17-030 Dennis Yarmouth MS\Struct\71011 DYIMS 100% CD_SB-01.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-3.12
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
FRAMING SECTIONS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
S-3.121" = 1'-0"
1FRAMING SECTION
S-3.121" = 1'-0"
3FRAMING SECTION
S-3.121" = 1'-0"
2FRAMING SECTION
S-3.121" = 1'-0"
5FRAMING SECTION
S-3.121" = 1'-0"
8FRAMING SECTION
S-3.121" = 1'-0"
6FRAMING SECTION
S-3.121" = 1'-0"
9FRAMING SECTION
S-3.121" = 1'-0"
4FRAMING SECTION
S-3.121" = 1'-0"
7FRAMING SECTION
S-3.121" = 1'-0"
10FRAMING SECTION
1 2-12-21 Structural Bulletin No. 1 (addendum 2)
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
L
5" THICK CONCRETE SLAB ON STEEL DECK. REFER
TO FRAMING PLAN. SEE TYPICAL DETAILS FOR
SLAB EDGE REINFORCING REQUIREMENTS.
STRUCTURAL STEEL FRAMING WITH
SPRAY APPLIED FIREPROOFING,
REFER TO FRAMING PLAN FOR SIZE.
3/8"
8 5/8"
9"6"3"4"CONT. DECK CLOSURE
STEEL SHIMS TO LEVEL FACE OF PLATE (05 5000)
L3x3x3/8 x 4" LONG CLIP (05 5000) AT 48" o.c. BOLTED
TO OUTRIGGER AND WELDED TO STEEL PLATE
CONTINUOUS 3/8 PLATE (05 5000)
L3x3x3/8 OUTRIGGER (05 5000)
WELDED TO STEEL PLATE
L2x2x1/4 CONT. (05 5000) WELDED
TO STEEL PLATE
PIECE L6x6x3/8 (05 1200) WELDED TO BEAM AND 1/4" STIFFENER
PLATE AT 48" o.c. COORDINATE LOCATION WITH (05 5000)
5 1/4"
L3x3x1/4 DIAGONAL BRACE AT 48" o.c. (05 1200)
WELD TO VERTICAL STIFFENER PLATES
1/4" VERTICAL STIFFENER PLATES AT 48" o.c.
(05 5000)1/4"3"
10 1/2"
INTERIOR FINISHES REFER TO ARCHITECTS DRAWINGS
CONTINUOUS GUARD RAILING (05 5000)
REFER TO ARCHITECTS DRAWINGS.
6'-3"
CL BEAM
1
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
M.5
5" THICK CONCRETE SLAB ON STEEL DECK. REFER
TO FRAMING PLAN. SEE TYPICAL DETAILS FOR
SLAB EDGE REINFORCING REQUIREMENTS.
STRUCTURAL STEEL FRAMING WITH
SPRAY APPLIED FIREPROOFING, REFER
TO FRAMING PLAN FOR SIZE.
INTERIOR FINISHES REFER TO
ARCHITECTS DRAWINGS
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
5" THICK CONCRETE SLAB ON STEEL DECK. REFER
TO FRAMING PLAN. SEE TYPICAL DETAILS FOR
SLAB EDGE REINFORCING REQUIREMENTS.
STRUCTURAL STEEL FRAMING WITH
SPRAY APPLIED FIREPROOFING, REFER
TO FRAMING PLAN FOR SIZE.
DIAGONAL BRACING (05 1200)
REFER TO DETAIL 1/S-3.13 FOR
PART SHOWN ONLY
INTERIOR FINISHES REFER TO
ARCHITECTS DRAWINGS
CONTINUOUS GUARD RAILING (05 5000)
REFER TO ARCHITECTS DRAWINGS.
1
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
STRUCTURAL STEEL FRAMING WITH
SPRAY APPLIED FIREPROOFING,
REFER TO FRAMING PLAN FOR SIZE.
5" THICK CONCRETE SLAB ON STEEL DECK. REFER
TO FRAMING PLAN. SEE TYPICAL DETAILS FOR
SLAB EDGE REINFORCING REQUIREMENTS.
MISC STEEL STRINGER
(05 5000) FRAMING
1
1
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
STRUCTURAL STEEL FRAMING WITH SPRAY
APPLIED FIREPROOFING, REFER TO
FRAMING PLAN FOR SIZE.
5" THICK CONCRETE SLAB ON STEEL DECK. REFER
TO FRAMING PLAN. SEE TYPICAL DETAILS FOR
SLAB EDGE REINFORCING REQUIREMENTS.
REFER TO DETAIL 1/S-3.13 FOR
PART SHOWN ONLY
INTERIOR FINISHES REFER TO
ARCHITECTS DRAWINGS
CONTINUOUS GUARD RAILING (05 5500)
REFER TO ARCHITECTS DRAWINGS.
1
T.STEEL CAFE HIGH ROOF
ELEV. = 26' - 6 1/2"
a17
CONTINUOUS L 7 x 4 x 3/8 (05 1200)
1
STRUCTURAL STEEL FRAMING, REFER
TO FRAMING PLAN FOR SIZE
STEEL ROOF DECK, REFER TO
FRAMING PLAN
EXTERIOR COLD FORMED STEEL FRAMED
CURTAIN WALL SYSTEM. REFER TO
ARCHITECTURAL DRAWINGS AND PROJECT
SPECIFICATIONS (05 5400)..
1
T.STEEL CAFE HIGH ROOF
ELEV. = 26' - 6 1/2"
B
CONTINUOUS W6x9 TOP RAIL.
1'-3"
HSS 6X0.500 SCREEN WALL POST. PROVIDE
3/8" CLOSURE PLATE AT TOP.
CONTINUOUS W6x9 BOTTOM RAIL.
VERTICAL W6X9 FOR SCREEN WALL ATTACHMENT.
COORDINATE SPACING AND LOCATION WITH SCREEN WALL
MANUFACTURER AND ARCHITECTURAL DRAWINGS.2'-8 1/2"5'-9"1'-0"1'-0"SEATED ANGLE WELDED TO
VERTICAL W6x9 (05 1200).
SEATED ANGLE WELDED TO
VERTICAL W6x9 (05 1200).
REFER TO ARCHITECTURAL DRAWINGS FOR
TYPICAL DETAIL AT ROOF PENETRATIONS.
BOLT CONNECTION PLATES TOGETHER WITH (4)
3/4" DIA. GALVANIZED BOLTS. PROVIDE THERMAL
INSULATION PLATE AND WASHERS FOR ALL BOLTS.
1" THICK POST BASE PLATE.
7"
PIECE WT4x12 x 6" LONG WELDED TO POST FOR
CONNECTION OF TOP AND BOTTOM RAILS.
PIECE HSS 6x.500 WITH 1"
THICK CAP PLATE.
1
1
P
T.STEEL BALCONY
ELEV. = 13' - 7"
4"1'-9"CONTINUOUS POUR STOP
.
CFM FRAMING, LOAD BEARING WALLS
(05 4000)
TYPCIAL S-2 CONCRETE SLABS
BEARING ON STEEL FRAMING
AND CFM BEARING WALLS
INTERIOR FINISHES REFER TO
ARCHITECTS DRAWINGS
CONTINUOUS POUR STOP
TYPCIAL S-2 CONCRETE SLABS
BEARING ON STEEL FRAMING
AND CFM BEARING WALLS STEEL FRAMING WITH SPRAY-APPLIED
FIREPROOFING, TYP.
W 1 6 x 3 1
b11
T.STEEL BALCONY
ELEV. = 13' - 7"
RADIUS
3/4"
1/4" PLATE FORMED TO
RADIUS OF WALL
RADIUS
VARRIES
KNEE-WALL BRACING - 22 GAGE STEEL SHEET
SHEATHING 48" LONG SPACED AT 12 FT o.c. AND
AT EACH END OF WALL SCREW TO CFM WITH
# 8 PAN HEAD SELF-TAP SCREWS AT 6" o.c.
TYP.
3"TYPICAL EDGE DETAILING
INTERIOR FINISHES REFER TO
ARCHITECTS DRAWINGS
STEEL FRAMING WITH SPRAY-APPLIED
FIREPROOFING, TYP.
CONTINUOUS POUR STOP, ALIGN WITH
OUTSIDE FACE OF CFM FRAMING.
T.STEEL BALCONY
ELEV. = 13' - 7"
2"
1/4" PLATE FORMED TO
RADIUS OF WALL
INTERIOR FINISHES REFER TO
ARCHITECTS DRAWINGS
STEEL FRAMING WITH SPRAY-APPLIED
FIREPROOFING, TYP.
CONTINUOUS POUR STOP, ALIGN WITH
OUTSIDE FACE OF CFM FRAMING.
.
CFM FRAMING, LOAD BEARING WALLS
(05 4000)
# 3 HOOK BAR x 3'-0" @ 8" o.c.
WITH CONT. # 3 TIE.1'-9"9"TYPCIAL S-2 CONCRETE SLABS BEARING ON
STEEL FRAMING AND CFM BEARING WALLS
TYPCIAL EDGE DETAILING
TYPCIAL , KNEE-WALL BRACING
TYPCIAL S-2 CONCRETE SLABS
BEARING ON STEEL FRAMING
AND CFM BEARING WALLS
CFMF ANCHOR TO TOP OF STEEL BEAM
WITH PAF (05 5400).
RADIUS, TYPICAL
.DIMENSION VARRIES
MINIMUM 5"
1/4" PLATE WELDED TO STEEL BEAM,
RADIUS OUTSIDE EDGE TO ALIGN WITH
FACE OF CFM FRAMING.
CONTINUOUS DECK CLOSURE.
TYPCIAL S-2 CONCRETE SLABS
BEARING ON STEEL FRAMING
AND CFM BEARING WALLS
W 2 1 x 8 3
W 1 2 x 3 5
FIRST FLOOR SLAB
ELEV. = 0' - 0"
3/4"
RADIUS
RADIUS
RADIUS
3/4"
3/4"
1/4" PLATE FORMED TO RADIUS OF WALL
RADIUS
1"
VARRIES
.
CFM FRAMING, LOAD BEARING WALLS
(05 4000)
CONTINUOU 1/2" RADIUS EDGE
FORMED EDGE, PROVIDE RUBBED
FINISH TO SMOOTH-FORMED EDGE,
TYPICAL AT ALL STEPPED RISERS.
CONTINUOUS DECK CLOSURE
CONTINUOUS POUR
STOP, BENT TO RADIUS
# 3 CONTUOUS AT RADIUS EDGE, TYP.
TYPICAL, KNEE-WALL BRACING
INTERIOR FINISHES, REFER TO
ARCHITECTS DRAWINGS.
6x6-W2.9xW2.9 WWF
TYPCIAL S-2 CONCRETE SLABS BEARING ON
STEEL FRAMING AND CFM BEARING WALLS
3"# 4 AT 10" o.c. WITH # 3 TIES AT 16" o.c.8"8"
CONCRETE SLAB ON GRADE
HAUNCH SLAB
FIRST FLOOR SLAB
ELEV. = 0' - 0"
FULL WELDED MOMENT CONNECTION
STIFFENER PLATES EACH SIDE OF BEAM,
MATCH FLANGE THICKNESS
BALCONY FRAME, REFER TO PLAN FOR SIZE.
BASE PLATE 24" x 1 1/2" x 12", TYPICAL AT EACH FRAME
(4) 3/4" DIA HEADED ANCHOR RODS
WITH LEVELING NUTS AND WASHERS
2" NON-SHRINK GROUT DRY-PACK SOLID
1'-6"10"1 1/2" TYP. EA. SIDE
FILL VOID SOILD WITH CONCRETE
16" x 36" CONCRETE PIER REINF WITH
8 # 7 VERTICAL AND # 4 TIES AT 12" o.c.
REFER TO DETAIL 12/S-3.13 FOR
BALCONY RISER FRAMING
2".2"
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1" = 1'-0"2/12/2021 11:55:23 AMH:\2017\17-030 Dennis Yarmouth MS\Struct\71011 DYIMS 100% CD_SB-01.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-3.13
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
FRAMING SECTIONS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
S-3.131" = 1'-0"
1FRAMING SECTION
S-3.131" = 1'-0"
2FRAMING SECTION
S-3.131" = 1'-0"
3FRAMING SECTION
S-3.131" = 1'-0"
4FRAMING SECTION
S-3.131" = 1'-0"
5FRAMING SECTION
S-3.131" = 1'-0"
6FRAMING SECTION
S-3.131" = 1'-0"
7FRAMING SECTION
S-3.131" = 1'-0"
8FRAMING SECTION
S-3.131" = 1'-0"
10FRAMING SECTION
S-3.131" = 1'-0"
11FRAMING SECTION
S-3.131" = 1'-0"
12FRAMING SECTION
S-3.131" = 1'-0"
13FRAMING SECTION
1 2-12-21 Structural Bulletin No. 1
1
1
1
(addendum 2)
FIRST FLOOR SLAB
ELEV. = 0' - 0"
a1
T.STEEL MUSIC ROOF
ELEV. = 21' - 10"
a3
20'-0"
W 1 8 x 4 0
HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2B B
+/- 16 K*Ft +/- 11 K*Ft
M O M E N T F R A M E E L E V A T I O N S N O T E S
1.TOP OF SLAB ELEVATION SHOWN REFERS TO TOP OF CONCRETE FLOOR SLAB ABOVE SLAB FIRST FLOOR SLAB ON GRADE
ELEVATION 0'-0" FOR GENERAL REFERENCE ONLY. REFER TO FRAMING PLANS FOR TOP OF STEEL ELEVATIONS.
2.THE FABRICATOR SHALL PROVIDE CONNECTIONS DESIGN FOR THE LOADS INDICATED ON THE ELEVATIONS BASED ON THE
MINIMUM REQUIREMENTS SHOWN IN THE TYPICAL WELDED MOMENT CONNECTION DETAILS SHOWN ON DRAWING S-3.01.
c.THE MAXIMUM DESIGN VALUES [k-ft] SHOWN ARE FOR THE CONTROLLING COMBINED LOAD EFFECTS OF EACH
INDIVIDUAL MEMBER AND DO NOT OCCUR SIMULTANEOUSLY.
3. REFER TO COLUMN SCHEDULE FOR COLUMN SIZE, BASE PLATE SIZE AND DETAILS AND ANCHORAGE.
B R A C E F R A M E E L E V A T I O N S N O T E S
1.
2.THE FABRICATOR SHALL PROVIDE CONNECTIONS DESIGNED FOR THE LOADS INDICATED ON THE ELEVATIONS BASED ON THE
MINIMUM REQUIREMENTS SHOWN IN THE TYPICAL BRACED FRAME DETAILS SHOWN ON DRAWING S-3.01.
3. BRACE CONNECTIONS SHOWN ARE SCHEMATIC ONLY. FABRICATOR SHALL DESIGN CONNECTIONS FOR LOADS INDICATED.
4. ** K - POSITIVE AXIAL LOAD INDICATES MEMBER TENSION IN KIPS.
5. - ** K - NEGATIVE AXIAL LOAD INDICATES MEMBER COMPRESSION IN KIPS.
6. REFER TO COLUMN SCHEDULE FOR COLUMN SIZE, BASE PLATE SIZE AND DETAILS AND ANCHORAGE.
MOMENT FRAME ELEVATION KEY - WIDE FLANGE COLUMNS
W * * x * *
*** kipsDP
WEB DOUBLER
PLATE (DP)
MOMENT
CONNECTION
BEAM SIZE
CONTROLLING BOTTOM FLANGE FORCE FOR
STIFFENER PLATE DESIGN (WHERE REQUIRED)
TOP OF SLAB ELEVATION SHOWN REFERS TO TOP OF CONCRETE FLOOR SLAB ABOVE SLAB FIRST FLOOR SLAB ON GRADE
ELEVATION 0'-0" FOR GENERAL REFERENCE ONLY. REFER TO FRAMING PLANS FOR TOP OF STEEL ELEVATIONS.
THE DESIGN AXIAL LOADS INDICATED ARE BASED ON THE GOVERNING LOAD PRODUCED BY THE LOAD
COMBINATIONS USING STRENGH DESIGN OR LOAD AND RESISTANCE FACTOR DESIGN PROVIDED WITHIN SECTION
1605.2 OF THE 2015 INTERNATIONAL BUILDING CODE.
THE LOAD COMBINATIONS USED INCLUDE TWO TIMES THE COMPUTED FORCES RESULTING FROM SEISMIC LOADS
IN COMBINATION WITH ALL OTHER LOADS AS APPLICABLE.
a.
b.
MOMENT FRAME ELEVATION KEY - HSS COLUMNS
W * * x * *
MOMENT
CONNECTION
BEAM SIZE
*** K*Ft
MAXIMUM MOMENT
AT BEAM END.
B
CONNECTION TYPE,
SEE TYPICAL DETAILS.
*** kips
CONTROLLING TOP FLANGE FORCE FOR
STIFFENER PLATE DESIGN (WHERE REQUIRED)
V = *** kips
CONTROLLING SHEAR FORCE FOR WEB
DOUBLER PLATE DESIGN (WHERE REQUIRED)
THE DESIGN MOMENTS INDICATED ARE BASED ON THE GOVERNING LOAD PRODUCED BY THE LOAD
COMBINATIONS USING STRENGH DESIGN OR LOAD AND RESISTANCE FACTOR DESIGN PROVIDED WITHIN SECTION
1605.2 OF THE 2015 INTERNATIONAL BUILDING CODE.
THE LOAD COMBINATIONS USED INCLUDE TWO TIMES THE COMPUTED FORCES RESULTING FROM SEISMIC LOADS
IN COMBINATION WITH ALL OTHER LOADS AS APPLICABLE.
a.
b.
FIRST FLOOR SLAB
ELEV. = 0' - 0"
WV.5
T.STEEL MUSIC ROOF
ELEV. = 21' - 10"HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2W 1 8 x 4 0
18'-6 3/4"
+/- 14 K*Ft +/- 14 K*Ft
B B
FIRST FLOOR SLAB
ELEV. = 0' - 0"
W V.5
T.STEEL MUSIC ROOF
ELEV. = 21' - 10"
18'-6 3/4"
W 1 8 x 4 0
HSS 6 x 6 x 1/2H
S
S 5 x 5 x 1
/
2
HSS 5 x 5 x 1/2HSS 6 x 6 x 1/2+
/
-24 k
i
ps
+/-39 kipsHSS 5 x 5 x 1/2H
S
S 5 x 5 x 1
/
2+/-31 kips+
/-
3
1
ki
p
s
W 1 4 x 2 6
1
FIRST FLOOR SLAB
ELEV. = 0' - 0"
V.5
T.STEEL MUSIC ROOF
ELEV. = 21' - 10"
13'-10 1/4"
W 1 8 x 4 0
HSS 6 x 6 x 1/2B B
V.9
+/- 9 K*Ft +/- 8 K*Ft
HSS 6 x 6 x 1/2FIRST FLOOR SLAB
ELEV. = 0' - 0"
T.STEEL MUSIC ROOF
ELEV. = 21' - 10"
a9
27'-6 1/4"
W 1 8 x 4 0
HSS 6 x 6 x 1/2B B
HSS 6 x 6 x 1/2a14
+/- 14 K*Ft +/- 14 K*Ft
a13
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T.STEEL KITCHEN
ELEV. = 14' - 4"
L.9K.8
W 1 6 x 2 6
HSS 5 x 5 x 1/2H
S
S 5 x 5 x 1/2
HSS 5 x 5 x 3/8HSS 5 x 5 x 3/824'-0 1/4"+/
-22
ki
ps
+/-2 2 kip sFIRST FLOOR SLAB
ELEV. = 0' - 0"
b1b3
T.STEEL KITCHEN
ELEV. = 14' - 4"
18'-8"
W 1 8 x 4 0
H SS 5 x 5 x 1 /2HSS 5 x 5 x 1/2
HSS 5 x 5 x 3/8HSS 5 x 5 x 3/8+/-60 kips+/-37 kips
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T.STEEL CAFE HIGH ROOF
ELEV. = 26' - 6 1/2"
U
T.STEEL KITCHEN
ELEV. = 14' - 4"HSS 8 x 8 x 1/2HSS 8 x 8 x 1/2HSS 6 x 6 x 1/2W 1 4 x 2 6
W 1 6 x 3 1
+/-91 kips23'-0 1/4"
W 1 6 x 3 6 HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2
H
S
S 6 x 6 x 1/2+/-26 kips+/-26 kips
+/-59 kips+/-59 kips
+/
-91
ki
psHS
S
6
x 6
x 1
/
2
H SS 6 x 6 x 1/2
T.1
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T.STEEL CAFE HIGH ROOF
ELEV. = 26' - 6 1/2"
R S.2
T.STEEL KITCHEN
ELEV. = 14' - 4"HSS 8 x 8 x 1/2H
SS 6 x 6 x 1
/2
W 1 4 x 2 6
W 1 6 x 3 1
HSS 8 x 8 x 1/2+/-91 ki
ps18'-0"
HSS 6 x 6 x 1/2
+/-26 kips
7'-6"
HSS 6 x 6 x 1/2
+/-59 kips
+ C 9 x 23.9 TOP AND BOTTOM
+ C 9 x 23.9
W 1 4 x 2 6
TOP AND BOTTOM
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T.STEEL CAFE HIGH ROOF
ELEV. = 26' - 6 1/2"
b4
T.STEEL KITCHEN
ELEV. = 14' - 4"W 10 x 112W 10 x 112HSS 8 x 8 x 1/2W 1 6 x 2 6
W 1 6 x 2 6 W 1 6 x 3 1
W 1 6 x 3 1
W 1 6 x 3 1
H SS 5 x 5 x 1 /2HSS 5 x 5 x 1/2
HSS 5 x 5 x 1/2H
S
S 5 x 5 x 1
/
2HSS 5 x 5 x 1/2H
S
S 5 x 5 x 1
/2+/-75 k
ip
s+/-7 4 kip s+/-89 kips+
/-
9
3 ki
p
s
+/-64 kips
** kipsH
SS 5x5x1/2HSS 5x5x1/2+/-18 kips +/-14 kips
20'-1 15/16" 23'-6 3/8"
FIRST FLOOR SLAB
ELEV. = 0' - 0"
SECOND FLOOR
ELEV. = 13' - 4"
T.STEEL CAFE HIGH ROOF
ELEV. = 26' - 6 1/2"
PN.4
27'-7"
W 2 1 x 4 8
HSS 5 x 5 x 1/2H
SS 5 x 5 x 1/2
W 2 1 x 4 8
H
S
S 5 x 5 x 1/
2HSS 5 x 5 x 1/2HSS 6 x 6 x 3/8W 10 x 112+/-36 kips+/-37 kips
+/-36 kip s+/-66 kips
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL MUSIC ROOF
ELEV. = 21' - 10"
H SS 5 x 5 x 3/8H
SS 5 x 5 x 3/8
W 1 6 x 3 6
W 1 6 x 3 1
HSS 5 x 5 x 3/8HSS 5 x 5 x 3/8
W 10 x 112W 10 x 112+/-45 kips
+/-57 kips+/-23 kips+/-41 kips
H S S 5 x 5 x 3 /8
H
S
S 5 x 5
x 3
/
8
+/-4 4 kips+/
-59
k
i
ps
W 1 4 x 2 6
S.1 S.5
24'-4"
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
a6 a7
23'-3 1/4"
W 1 6 x 3 1
W 1 6 x 3 6
H
SS 5 x 5 x 1/2HSS 5 x 5 x 1/2H
SS 5 x 5 x 1/2 HSS 5 x 5 x 1/2W 1 4 x 2 6
H
SS 5 x 5 x 1/2HSS 5 x 5 x 1/2W 10 x 112W 10 x 112+/-28 kips+/-24 kips
+/-44 kips +/-42 kips+/-57 kips+/-54 kipsFIRST FLOOR SLAB
ELEV. = 0' - 0"
T.STEEL CAFE HIGH ROOF
ELEV. = 26' - 6 1/2"
P N.4
HSS 5 x 5 x 1/2HSS 5 x 5 x 1/2
HSS 5 x 5 x 1/2H
S
S 5 x 5 x 1/2
W 1 6 x 3 1
W 1 4 x 3 0
W 10 x 112HSS 8 x 6 x 1/2+/-28 kips +/-76 kips+/-55 kips+/-1 06 k ip s
27'-7"
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
T.STEEL CAFE HIGH ROOF
ELEV. = 26' - 6 1/2"
PN.4
W 2 1 x 6 2 HSS 6 x 6 x 3/8HSS 8 x 6 x 1/227'-7"
H SS 5 x 5 x 1/2H
SS 5 x 5 x 1/2+/-55 kips+/-55 kips
1 1
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/8" = 1'-0"2/26/2021 5:25:39 PMC:\Users\ENG-03\Documents\17030_s19_kbrown@girardco.com.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-4.00
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
LATERAL FRAMING
ELEVATIONS AREA - A
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
S-4.001/8" = 1'-0"
5MOMENT FRAME ELEVATION-LINE W
S-4.001/8" = 1'-0"
4MOMENT FRAME ELEVATION-LINE a1
S-4.001/8" = 1'-0"
3BRACED FRAME ELEVATION - LINE a5
S-4.001/8" = 1'-0"
2MOMENT FRAME ELEVATION - LINE a13
S-4.001/8" = 1'-0"
1MOMENT FRAME ELEVATION - LINE W
S-4.001/8" = 1'-0"
11BRACED FRAME ELEVATION - LINE b1
S-4.001/8" = 1'-0"
10BRACED FRAME ELEVATION - LINE K
S-4.001/8" = 1'-0"
9BRACED FRAME ELEVATION - LINE a2
S-4.001/8" = 1'-0"
8BRACED FRAME ELEVATION - LINE a2
S-4.001/8" = 1'-0"
15BRACED FRAME ELEVATION - LINE P
S-4.001/8" = 1'-0"
14BRACED FRAME ELEVATION - LINE b4
S-4.001/8" = 1'-0"
7BRACED FRAME ELEVATION - LINE b11
S-4.001/8" = 1'-0"
6BRACED FRAME ELEVATION - LINE U
S-4.001/8" = 1'-0"
13BRACED FRAME ELEVATION - LINE b9
S-4.001/8" = 1'-0"
12BRACED FRAME ELEVATION - LINE b14
1 03-01-21 Addendum No. 8
FIRST FLOOR SLAB
ELEV. = 0' - 0"
SECOND FLOOR
ELEV. = 13' - 4"
T.STEEL CAFE HIGH ROOF
ELEV. = 26' - 6 1/2"
b18 b20b19 b21b17
W 2 1 x 5 7HSS 10 x 6 x 1/2W 1 8 x 4 0 W 1 8 x 4 0
W 2 1 x 5 7HSS 10 x 6 x 1/2HSS 10 x 6 x 1/2W 1 8 x 4 0
W 1 8 x 4 0 HSS 10 x 6 x 1/2HSS 10 x 6 x 1/2W 1 8 x 4 0
W 1 8 x 4 0
28'-4"28'-4"19'-0" 20'-9 1/2"
B
B
B
B
B
B B
B B
B B
B B
BB
B
+/- 41 K*Ft +/- 97 K*Ft
+/- 448 K*Ft+/- 104 K*Ft +/- 163 K*Ft
+/- 74 K*Ft +/- 63 K*Ft
+/- 119 K*Ft
+/- 124 K*Ft
+/- 444 K*Ft +/- 220 K*Ft
+/- 94 K*Ft +/- 79 K*Ft
+/- 115 K*Ft +/- 131 K*Ft
+/- 67 K*Ft
FIRST FLOOR SLAB
ELEV. = 0' - 0"
SECOND FLOOR
ELEV. = 13' - 4"
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL MEDIA CENTER ROOF
ELEV. = 33' - 11 1/2"
b18 b20b19 b21b17
W 1 8 x 4 0
HSS 10 x 6 x 1/2W 1 8 x 3 5
W 1 8 x 7 6 W 1 8 x 8 6 W 1 8 x 5 0 W 1 8 x 5 0
W 1 8 x 3 5W 1 8 x 3 5W 1 8 x 3 5
W 1 8 x 4 0 W 1 8 x 4 0
HSS 10 x 6 x 1/2HSS 10 x 6 x 1/2HSS 12 x 6 x 5/8HSS 12 x 6 x 5/828'-4"28'-4"19'-0" 20'-9 1/2"
B B
B BB
B B
B
B
B B
BB
B B
B
+/- 80 K*Ft +/- 124 K*Ft +/- 103 K*Ft +/- 81 K*Ft
+/- 139 K*Ft+/- 184 K*Ft+/- 479 K*Ft+/- 121 K*Ft
+/- 160 K*Ft
+/- 482 K*Ft +/- 272 K*Ft
+/- 137 K*Ft +/- 102 K*Ft +/- 66 K*Ft
+/- 126 K*Ft+/- 130 K*Ft
W 1 8 x 4 0
FIRST FLOOR SLAB
ELEV. = 0' - 0"
SECOND FLOOR
ELEV. = 13' - 4"
T.STEEL CAFE HIGH ROOF
ELEV. = 26' - 6 1/2"
T.STEEL MEDIA CENTER ROOF
ELEV. = 33' - 11 1/2"
a29a18a24a27
a17 a22 a26
W 2 1 x 5 0 W 2 1 x 5 0
HSS 10 x 6 x 1/2HSS 10 x 6 x 1/2W 2 1 x 5 0
W 1 8 x 5 0W 1 8 x 7 6W 1 8 x 5 0W 1 8 x 5 0W 1 6 x 7 7 HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2W18x50
HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 1/237'-10"26'-9"
7'-10 1/4" 26'-11 1/2" 11'-3 3/4" 24'-1"22'-9"
B B B BB B
B B B B B BB B
a21
+/- 47 K*Ft +/- 109 K*Ft +/- 114 K*Ft
+/- 198 K*Ft +/- 103 K*Ft+/- 15 K*Ft+/- 35 K*Ft
+/- 124 K*Ft +/- 100 K*Ft +/- 23 K*Ft
+/- 31 K*Ft+/- 105 K*Ft+/- 202 K*Ft+/- 45 K*Ft
b21
HSS6x4x3/8HSS6x4x3/8HSS6x4x3/8HSS6x4x3/8HSS6x4x3/8HSS 7 x 4 x 3/8 CONTINUOUS CONTINUOUSHSS 7 x 4 x 3/8
L6 x 4 x 3/8 CONTINUOUSL6 x 4 x 3/8 CONTINUOUS
HSS 6 x 4 x 3/8HSS 6 x 4 x 3/8HSS 6 x 4 x 3/8HSS 6 x 4 x 3/8HSS 6 x 4 x 3/8HSS 10 x 6 x 1/2
L6 x 4 x 3/8 CONTINUOUS
3'-7 1/4"
FIRST FLOOR SLAB
ELEV. = 0' - 0"
SECOND FLOOR
ELEV. = 13' - 4"
M.5 N.5
W 1 4 x 2 6
HSS 6 x 6 x 1/2HSS 6 x 6 x 3/8H SS 5 x 5 x 1/2H
SS 5 x 5 x 1/2+/-67 kips+/-84 kips
28'-8"
FIRST FLOOR SLAB
ELEV. = 0' - 0"
SECOND FLOOR
ELEV. = 13' - 4"
T.STEEL MEDIA CENTER ROOF
ELEV. = 33' - 11 1/2"
P.7N.5
HSS 6 x 6 x 5/8W 1 6 x 3 1
W 1 2 x 2 6 HSS 10 x 6 x 1/2HSS 5 x 5 x 1/2H
S
S 5 x 5 x 1/2
+/-2 kips+/-15 kips19'-4"
FIRST FLOOR SLAB
ELEV. = 0' - 0"
SECOND FLOOR
ELEV. = 13' - 4"
M.5 N.5
W 1 4 x 2 6
HSS 6 x 6 x 5/8HSS 8 x 6 x 1/2HSS 5 x 5 x 1/2H
SS 5 x 5 x 1/2
28'-8"+/-92 kips+/-107 kips
FIRST FLOOR SLAB
ELEV. = 0' - 0"
SECOND FLOOR
ELEV. = 13' - 4"
T.STEEL MEDIA CENTER ROOF
ELEV. = 33' - 11 1/2"
P.7N.5
W 1 2 x 2 6 HSS 10 x 6 x 1/2W 1 6 x 3 1
HSS 6 x 6 x 3/8HSS 5 x 5 x 1/2H
SS 5 x 5 x 1/2
19'-4"
+/-2 2 kip s+/-16 kipsFIRST FLOOR SLAB
ELEV. = 0' - 0"
SECOND FLOOR
ELEV. = 13' - 4"
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
L NM
W 1 8 x 4 0
W 2 1 x 5 76 x 6 x 1/2 - TYPE SS6 x 6 x 1/2 - TYPE SS
26'-0 1/4"20'-0 3/4"
B
B
B
B
+/-95 K*Ft
+/- 139 K*Ft
+/-31 K*Ft
+/- 45 K*Ft
B B
B B
+/-22 K*Ft
+/- 29 K*Ft
+/-88 K*Ft
+/- 127 K*Ft
W 1 6 x 3 1
W 1 6 x 2 6
M O M E N T F R A M E E L E V A T I O N S N O T E S
1.TOP OF SLAB ELEVATION SHOWN REFERS TO TOP OF CONCRETE FLOOR SLAB ABOVE SLAB FIRST FLOOR SLAB ON GRADE
ELEVATION 0'-0" FOR GENERAL REFERENCE ONLY. REFER TO FRAMING PLANS FOR TOP OF STEEL ELEVATIONS.
2.THE FABRICATOR SHALL PROVIDE CONNECTIONS DESIGN FOR THE LOADS INDICATED ON THE ELEVATIONS BASED ON THE
MINIMUM REQUIREMENTS SHOWN IN THE TYPICAL WELDED MOMENT CONNECTION DETAILS SHOWN ON DRAWING S-3.01.
c.THE MAXIMUM DESIGN VALUES [k-ft] SHOWN ARE FOR THE CONTROLLING COMBINED LOAD EFFECTS OF EACH
INDIVIDUAL MEMBER AND DO NOT OCCUR SIMULTANEOUSLY.
3. REFER TO COLUMN SCHEDULE FOR COLUMN SIZE, BASE PLATE SIZE AND DETAILS AND ANCHORAGE.
B R A C E F R A M E E L E V A T I O N S N O T E S
1.
2.THE FABRICATOR SHALL PROVIDE CONNECTIONS DESIGNED FOR THE LOADS INDICATED ON THE ELEVATIONS BASED ON THE
MINIMUM REQUIREMENTS SHOWN IN THE TYPICAL BRACED FRAME DETAILS SHOWN ON DRAWING S-3.01.
3. BRACE CONNECTIONS SHOWN ARE SCHEMATIC ONLY. FABRICATOR SHALL DESIGN CONNECTIONS FOR LOADS INDICATED.
4. ** K - POSITIVE AXIAL LOAD INDICATES MEMBER TENSION IN KIPS.
5. - ** K - NEGATIVE AXIAL LOAD INDICATES MEMBER COMPRESSION IN KIPS.
6. REFER TO COLUMN SCHEDULE FOR COLUMN SIZE, BASE PLATE SIZE AND DETAILS AND ANCHORAGE.
MOMENT FRAME ELEVATION KEY - WIDE FLANGE COLUMNS
W * * x * *
*** kipsDP
WEB DOUBLER
PLATE (DP)
MOMENT
CONNECTION
BEAM SIZE
CONTROLLING BOTTOM FLANGE FORCE FOR
STIFFENER PLATE DESIGN (WHERE REQUIRED)
TOP OF SLAB ELEVATION SHOWN REFERS TO TOP OF CONCRETE FLOOR SLAB ABOVE SLAB FIRST FLOOR SLAB ON GRADE
ELEVATION 0'-0" FOR GENERAL REFERENCE ONLY. REFER TO FRAMING PLANS FOR TOP OF STEEL ELEVATIONS.
THE DESIGN AXIAL LOADS INDICATED ARE BASED ON THE GOVERNING LOAD PRODUCED BY THE LOAD
COMBINATIONS USING STRENGH DESIGN OR LOAD AND RESISTANCE FACTOR DESIGN PROVIDED WITHIN SECTION
1605.2 OF THE 2015 INTERNATIONAL BUILDING CODE.
THE LOAD COMBINATIONS USED INCLUDE TWO TIMES THE COMPUTED FORCES RESULTING FROM SEISMIC LOADS
IN COMBINATION WITH ALL OTHER LOADS AS APPLICABLE.
a.
b.
MOMENT FRAME ELEVATION KEY - HSS COLUMNS
W * * x * *
MOMENT
CONNECTION
BEAM SIZE
*** K*Ft
MAXIMUM MOMENT
AT BEAM END.
B
CONNECTION TYPE,
SEE TYPICAL DETAILS.
*** kips
CONTROLLING TOP FLANGE FORCE FOR
STIFFENER PLATE DESIGN (WHERE REQUIRED)
V = *** kips
CONTROLLING SHEAR FORCE FOR WEB
DOUBLER PLATE DESIGN (WHERE REQUIRED)
THE DESIGN MOMENTS INDICATED ARE BASED ON THE GOVERNING LOAD PRODUCED BY THE LOAD
COMBINATIONS USING STRENGH DESIGN OR LOAD AND RESISTANCE FACTOR DESIGN PROVIDED WITHIN SECTION
1605.2 OF THE 2015 INTERNATIONAL BUILDING CODE.
THE LOAD COMBINATIONS USED INCLUDE TWO TIMES THE COMPUTED FORCES RESULTING FROM SEISMIC LOADS
IN COMBINATION WITH ALL OTHER LOADS AS APPLICABLE.
a.
b.
FIRST FLOOR SLAB
ELEV. = 0' - 0"
SECOND FLOOR
ELEV. = 13' - 4"
T.STEEL CAFE HIGH ROOF
ELEV. = 26' - 6 1/2"
KL
+/-52 kips +/-42 kips+/-58 kips+/-39 kips-
-
H SS 5 x 5 x 3/8H
SS 5 x 5 x 3/8
H SS 5 x 5 x 3/8HSS 5 x 5 x 3/8
W 2 1 x 4 8
W 1 6 x 4 5
HSS 6 x 6 x 3/8HSS 6 x 6 x 3/832'-10"
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
T.STEEL MEDIA CENTER ROOF
ELEV. = 33' - 11 1/2"
a17 a20
W 1 8 x 5 0
HSS 8 x 6 x 1/2W 8 x 58 - TYPE OH
C C
28'-0 1/4"
+/- 142 K*Ft +/- 53 K*FtW 8 x 58FIRST FLOOR SLAB
ELEV. = 0' - 0"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
T.STEEL MEDIA CENTER ROOF
ELEV. = 33' - 11 1/2"
a28
HSS 8 x 6 x 1/2C CW 1 8 x 5 0
27'-3 3/4"
+/- 35 K*Ft +/- 218 K*Ft
W 8 x 58 - TYPE OH W 8 x 67
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
B
B HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2B
B
W 1 4 x 2 6
W 1 6 x 3 6
9'-6 1/2"
+/- 76 K*Ft
+/- 75 K*Ft
+/- 20 K*Ft
+/- 50 K*Ft
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
b16b15
B
B HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2B
BW 1 4 x 2 6
W 1 6 x 3 6
9'-6"
+/- 16 K*Ft
+/- 22 K*Ft
+/- 19 K*Ft
+/- 49 K*Ft
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
B
B HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2B
BW 1 6 x 3 6
W 1 4 x 2 6
10'-3 3/16"
+/- 57 K*Ft
+/- 56 K*Ft
+/- 112 K*Ft
+/- 109 K*Ft
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
b22 b24
10'-2"
B
B HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2B
B
+/- 36 K*Ft
+/- 39 K*Ft
+/- 26 K*Ft
+/- 56 K*Ft
W 1 4 x 2 6
W 1 6 x 3 6
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
b22 b24
B
B HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2B
B
W 1 6 x 3 6
W 1 4 x 2 6
10'-2"
+/- 46 K*Ft
+/- 52 K*Ft
+/- 52 K*Ft
+/- 24 K*Ft
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"HSS 5 x 5 x 3/8HSS 4 x 4 x 3/8BW 1 8 x 3 5
25'-4 7/16"
B
+/- 52 K*Ft +/- 53 K*Ft
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
b30 b29 b28
25'-1 1/2"25'-1 1/2"
B B
HSS 5 x 5 x 3/8HSS 5 x 5 x 3/8HSS 5 x 5 x 3/8B BW 1 4 x 2 6 W 1 4 x 2 6
+/- 54 K*Ft +/- 86 K*Ft+/- 87 K*Ft +/- 54 K*Ft
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
T.STEEL GYM
ELEV. = 32' - 10 1/2"
JJ.7
21'-7 1/2"
B
W 10 x 100HSS 5 x 5 x 3/8W 1 4 x 2 6
+/- 23 K*FtW 10 x 100FIRST FLOOR SLAB
ELEV. = 0' - 0"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
T.STEEL GYM
ELEV. = 32' - 10 1/2"
P.1
REFER TO FRAMING PLAN
VARIES
B
W 10 x 100HSS 4 x 4 x 3/8W 1 6 x 3 6
+/- 103 K*Ft W 10 x 100FIRST FLOOR SLAB
ELEV. = 0' - 0"
T.STEEL GYM
ELEV. = 32' - 10 1/2"
b30 b29
25'-1 1/2"
W 1 2 x 3 5
W 10 x 100W 10 x 100#7 VERTICAL AT 16" o.c.B.B.
B.B.
B.B.
B.B.
B.B.
B.B.
B.B.
B.B.#5 VERT.DOWEL(2) #7 VERTICAL CHORD REINFORCING(2) #7 VERTICAL CHORD REINFORCINGCONTINUOUS BOND BEAM
(B.B.) AT 48" o.c. VERTICAL
REINFORCED WITH (2) #5
CONTINUOUS.
CONTINUOUS BOND
BEAM (B.B.) AT TOP OF
WALL REINFORCED WITH
(2) #5 CONTINUOUS.
TOP OF WALL BENT PLATE
SHEAR WALL ANCHOR, REFER
TO FRAMING SECTIONS.TYP.2'-0"4'-0"4'-0"NOTE: REFER TO STRUCTURAL DRAWING S-7.00 FOR ADDITIONAL REINFORCING REQUIREMENTS, TYPICAL
DETAILS, AND GENERAL NOTES.
FIRST FLOOR SLAB
ELEV. = 0' - 0"
SECOND FLOOR
ELEV. = 13' - 4"
T.STEEL GYM
ELEV. = 32' - 10 1/2"
N M K.8
26'-0 1/4"25'-11 3/4"
W 2 4 x 5 5 W 2 4 x 5 5
W 1 6 x 3 6W 1 6 x 3 6
HSS 5 x 5 x 1/2H
SS
5 x 5 x 1/2 HSS 5 x 5 x 1/2H
S
S 5 x 5 x 1
/
2
H SS 5 x 5 x 1/2H
SS 5 x 5 x 1
/2W 10 x 100W 10 x 100W 10 x 100+/-31 kips +/-3 2 k ip s
+/-30 kips+/
-30 ki
ps +/-30 kips+/
-30 ki
psH
SS 5 x 5 x 1
/2
+/-32 kipsHSS 5 x 5 x 1/2+/-3 1 k ip sW 1 0 x 3 0 W 1 0 x 3 0HSS 5x5x1/2 HSS 5x5x1/2+/-35 kips+/-42 kipsHSS 5 x5 x1 /2+/-43 kipsHSS 5x5x1/2
+/-34 kips
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T.STEEL GYM
ELEV. = 32' - 10 1/2"
K.8 K.1
W 1 6 x 4 5
W 10 x 100HSS 8 x 8 x 3/825'-11"#7 VERTICAL AT 16" o.c.B.B.
B.B.
B.B.
B.B.
B.B.
B.B.
B.B.
B.B.
#5 VERT.
DOWEL(2) #7 VERTICAL CHORD REINFORCING(2) #7 VERTICAL CHORD REINFORCINGCONTINUOUS BOND BEAM
(B.B.) AT 48" o.c. VERTICAL
REINFORCED WITH (2) #5
CONTINUOUS.
CONTINUOUS BOND
BEAM (B.B.) AT TOP OF
WALL REINFORCED WITH
(2) #5 CONTINUOUS.
TOP OF WALL BENT PLATE
SHEAR WALL ANCHOR, REFER
TO FRAMING SECTIONS.TYP.2'-0"4'-0"4'-0"NOTE: REFER TO STRUCTURAL DRAWING S-7.00 FOR ADDITIONAL REINFORCING REQUIREMENTS, TYPICAL
DETAILS, AND GENERAL NOTES.
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T.STEEL GYM
ELEV. = 32' - 10 1/2"
b25 b28
W 10 x 100HSS 8 x 8 x 3/8#7 VERTICAL AT 16" o.c.M.L.
CONTINUOUS BOND BEAM (B.B.)
AT 48" o.c. VERTICAL REINFORCED
WITH (2) #5 CONTINUOUS.#7 VERTICAL#7 VERTICALB.B.
B.B.
B.B.
B.B.
B.B.
B.B.
B.B.
B.B.
B.B.
B.B.
CONTINUOUS BOND BEAM (B.B.)
AT TOP OF WALL REINFORCED
WITH (2) #5 CONTINUOUS.
W 1 6 x 2 6
TOP OF WALL BENT PLATE SHEAR WALL
ANCHOR, REFER TO FRAMING SECTIONS.
25'-1 1/2"
MASONRY LINTEL (M.L.) AT DOOR
OPENING. REFER TO SCHEDULE
FOR REINFORCING.
VERTICAL REINFORCING EACH
SIDE OF WALL OPENING.#5 VERT.DOWELTYP.2'-0"(2) #7 VERTICAL CHORD REINFORCING(2) #7 VERTICAL CHORD REINFORCING4'-0"4'-0"NOTE: REFER TO STRUCTURAL DRAWING S-7.00 FOR ADDITIONAL REINFORCING REQUIREMENTS, TYPICAL
DETAILS, AND GENERAL NOTES.
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/8" = 1'-0"1/25/2021 12:40:46 PMH:\2017\17-030 Dennis Yarmouth MS\Struct\71011 DYIMS 100% CD.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-4.01
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
LATERAL FRAMING
ELEVATIONS AREA - B
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
S-4.011/8" = 1'-0"
1MOMENT FRAME ELEVATION - LINE K
S-4.011/8" = 1'-0"
4MOMENT FRAME ELEVATION - LINE L
S-4.011/8" = 1'-0"
13MOMENT FRAME ELEVATION - LINE P.7
S-4.011/8" = 1'-0"
20BRACED FRAME ELEVATION - LINE a23
S-4.011/8" = 1'-0"
5BRACED FRAME ELEVATION - LINE a22
S-4.011/8" = 1'-0"
18BRACED FRAME ELEVATION - LINE a28
S-4.011/8" = 1'-0"
6BRACED FRAME ELEVATION - LINE a26
S-4.011/8" = 1'-0"
17MOMENT FRAME ELEVATION - LINE b24
S-4.011/8" = 1'-0"
3BRACED FRAME ELEVATION - LINE b14
S-4.011/8" = 1'-0"
7MOMENT FRAME ELEVATION - LINE M.5
S-4.011/8" = 1'-0"
8MOMENT FRAME ELEVATION - LINE M.5
S-4.011/8" = 1'-0"
15MOMENT FRAME ELEV. - H.1
S-4.011/8" = 1'-0"
16MOMENT FRAME ELEV. - H.8
S-4.011/8" = 1'-0"
14MOMENT FRAME ELEV. - H.1
S-4.011/8" = 1'-0"
12MOMENT FRAME ELEVATION-LINE H.5
S-4.011/8" = 1'-0"
11MOMENT FRAME ELEVATION-LINE J.3
S-4.011/8" = 1'-0"
19MOMENT FRAME ELEVATION - LINE P.9
S-4.011/8" = 1'-0"
21MOMENT FRAME ELEVATION - LINE J
S-4.011/8" = 1'-0"
10MOMENT FRAME ELEVATION - LINE b28
S-4.011/8" = 1'-0"
9MOMENT FRAME ELEVATION - LINE b28
S-4.011/8" = 1'-0"
24MASONRY SHEAR WALL ELEVATION
S-4.011/8" = 1'-0"
2BRACED FRAME ELEVATION - LINE b25
S-4.011/8" = 1'-0"
23MASONRY SHEAR WALL ELEVATION
S-4.011/8" = 1'-0"
22MASONRY SHEAR WALL ELEVATION
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
E F
30'-8 3/4"
W 1 8 x 3 5
H SS 5 x 5 x 1/2H
SS 5 x 5 x 1/2
HSS 5 x 5 x 1/2H
SS 5 x 5 x 1/2
W 1 6 x 2 6 HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2+/-44 kips
+/-83 kips+/-82 kips+/-48 kipsFIRST FLOOR SLAB
ELEV. = 0' - 0"
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
E F
W 1 8 x 3 5
HSS 5 x 5 x 1/2H
SS 5 x 5 x 1/2
W 1 6 x 2 6
HSS 5 x 5 x 1/2HSS 5 x 5 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2+/-41 kips +/-45 kips+/-83 kips+/-84 kips30'-8 3/4"
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
G H
30'-8 3/4"
HSS 5 x 5 x 1/2 HSS 5 x 5 x 1/2HSS 5 x 5 x 1/2HSS 5 x 5 x 1/2W 1 8 x 3 5
W 1 8 x 3 5
HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2+/-19 kips +/-19 kips+/-72 kips+/-72 kips
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
GH
30'-8 3/4"
W 1 8 x 3 5
W 1 8 x 3 5
HSS 5 x 5 x 1/2HSS 5 x 5 x 1/2H
SS 5 x 5 x 1/2
H SS 5 x 5 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2+/-22 kips
+/-22 kips+/-78 kips+/-77 kips
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
G H
W 1 8 x 3 5
H
SS 5 x 5 x 1/2
H SS 5 x 5 x 1/2W 1 6 x 2 6
HSS 5 x 5 x 1/2HSS 5 x 5 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2+/-40 kips+/-44 kips
+/-80 kips+/-81 kips
30'-8 3/4"
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
G H
30'-8 3/4"
H
SS 5 x 5 x 1/2 HSS 5 x 5 x 1/2HSS 5 x 5 x 1/2HSS 5 x 5 x 1/2W 1 6 x 2 6
W 1 8 x 3 5
HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2+/-46 kips +/-41 kips+/-84 kips+/-83 kipsFIRST FLOOR SLAB
ELEV. = 0' - 0"
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
c2c4c6
HSS 10 x 6 x 5/8HSS 10 x 6 x 5/8B
B
B
B
W 1 8 x 4 0
W 2 1 x 5 0
30'-8 3/4"30'-8"
W 1 8 x 4 0
W 2 1 x 5 0HSS 6 x 6 x 1/2B
B
B
B
+/- 52 K*Ft +/- 157 K*Ft
+/- 400 K*Ft+/- 134 K*Ft
+/- 82 K*Ft
+/- 211 K*Ft+/- 375 K*Ft
+/- 152 K*Ft
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
c8c9c12c14c16
B B
B
HSS 10 x 6 x 5/8HSS 10 x 6 x 5/8HSS 10 x 6 x 1/2B B
B
W 2 1 x 5 7
W 1 8 x 4 0 W 1 8 x 4 0
W 2 1 x 5 7
24'-8"36'-8"29'-2 1/2"32'-1 1/2"HSS 6 x 6 x 1/2c13.9
1'-5 1/2"30'-8"HSS 6 x 6 x 1/2W 2 1 x 5 0
W 2 1 x 4 4
BB
W 1 8 x 4 0
W 2 1 x 5 0 HSS 6 x 6 x 1/2B
B B
B
+/- 139 K*Ft
+/- 390 K*Ft+/- 345 K*Ft+/- 87 K*Ft
+/- 161 K*Ft
+/- 383 K*Ft+/- 337 K*Ft +/- 346 K*Ft
+/- 191 K*Ft +/- 48 K*Ft
+/- 121 K*Ft+/- 415 K*Ft
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
c18c20c22
30'-8"30'-8 3/4"
W 1 8 x 4 0
W 2 1 x 5 0HSS 10 x 6 x 5/8HSS 10 x 6 x 5/8B B
B B W 1 8 x 4 0
W 2 1 x 5 0 HSS 6 x 6 x 1/2B
B
B
B
+/- 55 K*Ft +/- 164 K*Ft
+/- 402 K*Ft+/- 132 K*Ft
+/- 151 K*Ft +/- 81 K*Ft
+/- 212 K*Ft+/- 368 K*Ft
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
c17 c19 c21
B
B HSS 10 x 6 x 5/8HSS 10 x 6 x 5/8B
B
W 2 1 x 5 0
W 1 8 x 4 0
30'-8"30'-8 3/4"HSS 6 x 6 x 1/2W 1 8 x 4 0
W 2 1 x 5 0
B
B
B
B
+/- 88 K*Ft +/- 157 K*Ft
+/- 386 K*Ft+/- 215 K*Ft
+/- 164 K*Ft +/- 56 K*Ft
+/- 136 K*Ft+/- 405 K*Ft
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
c9 c11 c13
B
B B
B
HSS 10 x 6 x 5/8HSS 10 x 6 x 5/8HSS 10 x 6 x 5/8B
B B
BW 1 8 x 4 0
W 2 1 x 5 0 W 2 1 x 5 0
W 1 8 x 4 6
30'-8"30'-8"
+/- 95 K*Ft +/- 174 K*Ft
+/- 414 K*Ft+/- 267 K*Ft
+/- 159 K*Ft +/- 127 K*Ft
+/- 341 K*Ft+/- 391 K*Ft
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
c1 c3 c5
HSS 10 x 6 x 5/8HSS 10 x 6 x 5/8B
B B
BW 2 1 x 5 0
W 1 8 x 4 0
30'-8 3/4"30'-8"
W 1 8 x 4 0
W 2 1 x 5 0HSS 6 x 6 x 1/2B
B B
B
+/- 58 K*Ft +/- 168 K*Ft
+/- 408 K*Ft+/- 137 K*Ft
+/- 155 K*Ft +/- 85 K*Ft
+/- 211 K*Ft+/- 382 K*Ft
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
B
B HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2B
B
W 1 6 x 3 6
W 1 8 x 3 5
+/- 32 K*Ft
+/- 91 K*Ft +/- 91 K*Ft
+/- 31 K*Ft
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
II JJ
B
B HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2B
BW 1 8 x 3 5
W 1 6 x 5 0
30'-0"
+/- 39 K*Ft
+/- 107 K*Ft +/- 106 K*Ft
+/- 37 K*Ft
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
B
B HSS 6 x 6 x 1/2B
B
W 1 8 x 3 5
W 1 6 x 3 6HSS 6 x 6 x 1/2+/- 49 K*Ft
+/- 94 K*Ft
+/- 49 K*Ft
+/- 94 K*Ft
M O M E N T F R A M E E L E V A T I O N S N O T E S
1.TOP OF SLAB ELEVATION SHOWN REFERS TO TOP OF CONCRETE FLOOR SLAB ABOVE SLAB FIRST FLOOR SLAB ON GRADE
ELEVATION 0'-0" FOR GENERAL REFERENCE ONLY. REFER TO FRAMING PLANS FOR TOP OF STEEL ELEVATIONS.
2.THE FABRICATOR SHALL PROVIDE CONNECTIONS DESIGN FOR THE LOADS INDICATED ON THE ELEVATIONS BASED ON THE
MINIMUM REQUIREMENTS SHOWN IN THE TYPICAL WELDED MOMENT CONNECTION DETAILS SHOWN ON DRAWING S-3.01.
c.THE MAXIMUM DESIGN VALUES [k-ft] SHOWN ARE FOR THE CONTROLLING COMBINED LOAD EFFECTS OF EACH
INDIVIDUAL MEMBER AND DO NOT OCCUR SIMULTANEOUSLY.
3. REFER TO COLUMN SCHEDULE FOR COLUMN SIZE, BASE PLATE SIZE AND DETAILS AND ANCHORAGE.
B R A C E F R A M E E L E V A T I O N S N O T E S
1.
2.THE FABRICATOR SHALL PROVIDE CONNECTIONS DESIGNED FOR THE LOADS INDICATED ON THE ELEVATIONS BASED ON THE
MINIMUM REQUIREMENTS SHOWN IN THE TYPICAL BRACED FRAME DETAILS SHOWN ON DRAWING S-3.01.
3. BRACE CONNECTIONS SHOWN ARE SCHEMATIC ONLY. FABRICATOR SHALL DESIGN CONNECTIONS FOR LOADS INDICATED.
4. ** K - POSITIVE AXIAL LOAD INDICATES MEMBER TENSION IN KIPS.
5. - ** K - NEGATIVE AXIAL LOAD INDICATES MEMBER COMPRESSION IN KIPS.
6. REFER TO COLUMN SCHEDULE FOR COLUMN SIZE, BASE PLATE SIZE AND DETAILS AND ANCHORAGE.
MOMENT FRAME ELEVATION KEY - WIDE FLANGE COLUMNS
W * * x * *
*** kipsDP
WEB DOUBLER
PLATE (DP)
MOMENT
CONNECTION
BEAM SIZE
CONTROLLING BOTTOM FLANGE FORCE FOR
STIFFENER PLATE DESIGN (WHERE REQUIRED)
TOP OF SLAB ELEVATION SHOWN REFERS TO TOP OF CONCRETE FLOOR SLAB ABOVE SLAB FIRST FLOOR SLAB ON GRADE
ELEVATION 0'-0" FOR GENERAL REFERENCE ONLY. REFER TO FRAMING PLANS FOR TOP OF STEEL ELEVATIONS.
THE DESIGN AXIAL LOADS INDICATED ARE BASED ON THE GOVERNING LOAD PRODUCED BY THE LOAD
COMBINATIONS USING STRENGH DESIGN OR LOAD AND RESISTANCE FACTOR DESIGN PROVIDED WITHIN SECTION
1605.2 OF THE 2015 INTERNATIONAL BUILDING CODE.
THE LOAD COMBINATIONS USED INCLUDE TWO TIMES THE COMPUTED FORCES RESULTING FROM SEISMIC LOADS
IN COMBINATION WITH ALL OTHER LOADS AS APPLICABLE.
a.
b.
MOMENT FRAME ELEVATION KEY - HSS COLUMNS
W * * x * *
MOMENT
CONNECTION
BEAM SIZE
*** K*Ft
MAXIMUM MOMENT
AT BEAM END.
B
CONNECTION TYPE,
SEE TYPICAL DETAILS.
*** kips
CONTROLLING TOP FLANGE FORCE FOR
STIFFENER PLATE DESIGN (WHERE REQUIRED)
V = *** kips
CONTROLLING SHEAR FORCE FOR WEB
DOUBLER PLATE DESIGN (WHERE REQUIRED)
THE DESIGN MOMENTS INDICATED ARE BASED ON THE GOVERNING LOAD PRODUCED BY THE LOAD
COMBINATIONS USING STRENGH DESIGN OR LOAD AND RESISTANCE FACTOR DESIGN PROVIDED WITHIN SECTION
1605.2 OF THE 2015 INTERNATIONAL BUILDING CODE.
THE LOAD COMBINATIONS USED INCLUDE TWO TIMES THE COMPUTED FORCES RESULTING FROM SEISMIC LOADS
IN COMBINATION WITH ALL OTHER LOADS AS APPLICABLE.
a.
b.
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
C115 C116
29'-0 5/16"
W 1 8 x 3 5
W 1 6 x 4 5HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2B B
BB
+/- 45 K*Ft
+/- 101 K*Ft
+/- 45 K*Ft
+/- 101 K*Ft
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
C115 C116
29'-0 5/16"
B
B
B
B
W 1 8 x 3 5
W 1 6 x 3 6HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2+/- 44 K*Ft
+/- 115 K*Ft
+/- 41 K*Ft
+/- 110 K*Ft
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/8" = 1'-0"1/25/2021 12:40:51 PMH:\2017\17-030 Dennis Yarmouth MS\Struct\71011 DYIMS 100% CD.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-4.02
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
LATERAL FRAMING
ELEVATIONS AREA - C
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
S-4.021/8" = 1'-0"
9BRACED FRAME ELEVATION - LINE c6
S-4.021/8" = 1'-0"
17BRACED FRAME ELEVATION - LINE c18
S-4.021/8" = 1'-0"
8BRACED FRAME ELEVATION - LINE c1
S-4.021/8" = 1'-0"
4BRACED FRAME ELEVATION - LINE H
S-4.021/8" = 1'-0"
10BRACED FRAME ELEVATION - LINE c7
S-4.021/8" = 1'-0"
16BRACED FRAME ELEVATION - LINE c15
S-4.021/8" = 1'-0"
1MOMENT FRAME ELEVATION - LINE E
S-4.021/8" = 1'-0"
2MOMENT FRAME ELEVATION - LINE E
S-4.021/8" = 1'-0"
3MOMENT FRAME ELEVATION - LINE E
S-4.021/8" = 1'-0"
5MOMENT FRAME ELEVATION - LINE H
S-4.021/8" = 1'-0"
6MOMENT FRAME ELEVATION - LINE H
S-4.021/8" = 1'-0"
7MOMENT FRAME ELEVATION - LINE H
S-4.021/8" = 1'-0"
11MOMENT FRAME ELEVATION - LINE D.1
S-4.021/8" = 1'-0"
12MOMENT FRAME ELEVATION - LINE D.5
S-4.021/8" = 1'-0"
13MOMENT FRAME ELEVATION - LINE D.1
S-4.021/8" = 1'-0"
14MOMENT FRAME ELEVATION - LINE D.3
S-4.021/8" = 1'-0"
15MOMENT FRAME ELEVATION - LINE D.7
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
BA
30'-8 3/4"
H
SS 5 x 5 x 1/2
W 1 8 x 3 5
HSS 6 x 6 x 1/2H SS 5 x 5 x 1/2H
SS 5 x 5 x 1/2HSS 5 x 5 x 1/2W 1 8 x 3 5 HSS 6 x 6 x 1/2+/-22 kips +/-22 kips+/-77 kips+/-76 kips
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
C D
30'-8 3/4"
W 1 8 x 3 5
W 1 6 x 2 6
+/-83 kips+/-83 kips+/-42 kips +/-39 kipsHSS 6 x 6 x 1/2HSS 6 x 6 x 1/2H SS 5 x 5 x 1/2HSS 5 x 5 x 1/2HSS 5 x 5 x 1/2H
SS 5 x 5 x 1/2
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
d2d4d6
30'-8 3/4"30'-7 1/4"
W 1 8 x 4 0
W 2 1 x 4 4 HSS 10 x 6 x 5/8HSS 10 x 6 x 5/8B
B
B
B HSS 6 x 6 x 1/2W 2 1 x 4 4
W 1 8 x 4 0
BB
B B
+/- 328 K*Ft +/- 414 K*Ft
+/- 117 K*Ft +/- 166 K*Ft +/- 55 K*Ft
+/- 137 K*Ft+/- 350 K*Ft
+/- 143 K*Ft
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
d11d15d17
30'-8"30'-8"
B B
BB
B
B B
BW 1 8 x 4 0
W 2 1 x 4 4 W 2 1 x 4 4
W 1 8 x 4 0
HSS 10 x 6 x 5/8HSS 10 x 6 x 5/8+/- 117 K*Ft
+/- 309 K*Ft +/- 363 K*Ft
+/- 152 K*Ft
+/- 369 K*Ft
+/- 155 K*Ft +/- 121 K*Ft
+/- 316 K*Ft
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
d21d23d25
30'-7 1/4"30'-8 3/4"
B
B B
B
W 1 8 x 4 0
W 2 1 x 4 4 HSS 10 x 6 x 5/8HSS 10 x 6 x 5/8W 1 8 x 4 0
W 2 1 x 4 4HSS 6 x 6 x 1/2B
B B
B
+/- 145 K*Ft
+/- 354 K*Ft +/- 337 K*Ft
+/- 122 K*Ft+/- 53 K*Ft
+/- 134 K*Ft +/- 408 K*Ft
+/- 163 K*Ft
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
BA
30'-8 3/4"
W 1 8 x 3 5
+/-46 kips+/-37 kips
+/-80 kips+/-78 kips
W 1 6 x 2 6 HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2H
SS 5 x 5 x 1/2 H SS 5 x 5 x 1/2HSS 5 x 5 x 1/2HSS 5 x 5 x 1/2FIRST FLOOR SLAB
ELEV. = 0' - 0"
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
B A
30'-8 3/4"+/-73 kips+/-72 kips+/-20 kips+/-18 kips
W 1 8 x 3 5
W 1 8 x 3 5
HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2H SS 5 x 5 x 1/2H
SS 5 x 5 x 1/2HSS 5 x 5 x 1/2H
SS 5 x 5 x 1/2
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
C D
30'-8 3/4"HSS 5 x 5 x 1/2H
SS 5 x 5 x 1/2
H SS 5 x 5 x 1/2H
SS 5 x 5 x 1/2
W 1 6 x 2 6
W 1 8 x 3 5
HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2+/-41 kips +/-37 kips+/-81 kips+/-81 kipsFIRST FLOOR SLAB
ELEV. = 0' - 0"
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
d22 d24d20
30'-8"30'-8 3/4"
B
B
B
B
W 1 8 x 4 0
W 2 1 x 4 4HSS 10 x 6 x 5/8HSS 10 x 6 x 5/8W 1 8 x 4 0
W 2 1 x 4 4HSS 6 x 6 x 1/2B
B B
B
+/- 54 K*Ft +/- 164 K*Ft
+/- 418 K*Ft+/- 136 K*Ft
+/- 113 K*Ft
+/- 330 K*Ft
+/- 141 K*Ft
+/- 347 K*Ft
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
d10 d14 d16
26'-1 3/4"20'-6"32'-1"
W 1 8 x 4 0
W 2 4 x 5 5 W 2 1 x 4 8
W 1 8 x 4 6
HSS 10 x 6 x 5/8HSS 10 x 6 x 5/8HSS 6 x 6 x 1/2d9 d12
HSS 6 x 6 x 1/2W 1 8 x 4 0
W 2 1 x 4 4 HSS 10 x 6 x 5/815'-11 3/4" 10'-2"
+/- 51 K*Ft
+/- 100 K*Ft +/- 193 K*Ft
+/- 48 K*Ft +/- 168 K*Ft
+/- 433 K*Ft
+/- 71 K*Ft +/- 131 K*Ft +/- 123 K*Ft
+/- 319 K*Ft+/- 375 K*Ft+/- 183 K*Ft
B B B B
BBB
B
BB
B
B
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
d1 d3 d5
30'-8 3/4"30'-8"
B
W 2 1 x 4 4HSS 10 x 6 x 5/8HSS 10 x 6 x 5/8W 1 8 x 4 0 B
B B W 2 1 x 4 4
W 1 8 x 4 0
HSS 6 x 6 x 1/2B
B B
B
+/- 117 K*Ft +/- 143 K*Ft
+/- 350 K*Ft+/- 337 K*Ft
+/- 52 K*Ft
+/- 133 K*Ft+/- 411 K*Ft
+/- 160 K*Ft
M O M E N T F R A M E E L E V A T I O N S N O T E S
1.TOP OF SLAB ELEVATION SHOWN REFERS TO TOP OF CONCRETE FLOOR SLAB ABOVE SLAB FIRST FLOOR SLAB ON GRADE
ELEVATION 0'-0" FOR GENERAL REFERENCE ONLY. REFER TO FRAMING PLANS FOR TOP OF STEEL ELEVATIONS.
2.THE FABRICATOR SHALL PROVIDE CONNECTIONS DESIGN FOR THE LOADS INDICATED ON THE ELEVATIONS BASED ON THE
MINIMUM REQUIREMENTS SHOWN IN THE TYPICAL WELDED MOMENT CONNECTION DETAILS SHOWN ON DRAWING S-3.01.
c.THE MAXIMUM DESIGN VALUES [k-ft] SHOWN ARE FOR THE CONTROLLING COMBINED LOAD EFFECTS OF EACH
INDIVIDUAL MEMBER AND DO NOT OCCUR SIMULTANEOUSLY.
3. REFER TO COLUMN SCHEDULE FOR COLUMN SIZE, BASE PLATE SIZE AND DETAILS AND ANCHORAGE.
B R A C E F R A M E E L E V A T I O N S N O T E S
1.
2.THE FABRICATOR SHALL PROVIDE CONNECTIONS DESIGNED FOR THE LOADS INDICATED ON THE ELEVATIONS BASED ON THE
MINIMUM REQUIREMENTS SHOWN IN THE TYPICAL BRACED FRAME DETAILS SHOWN ON DRAWING S-3.01.
3. BRACE CONNECTIONS SHOWN ARE SCHEMATIC ONLY. FABRICATOR SHALL DESIGN CONNECTIONS FOR LOADS INDICATED.
4. ** K - POSITIVE AXIAL LOAD INDICATES MEMBER TENSION IN KIPS.
5. - ** K - NEGATIVE AXIAL LOAD INDICATES MEMBER COMPRESSION IN KIPS.
6. REFER TO COLUMN SCHEDULE FOR COLUMN SIZE, BASE PLATE SIZE AND DETAILS AND ANCHORAGE.
MOMENT FRAME ELEVATION KEY - WIDE FLANGE COLUMNS
W * * x * *
*** kipsDP
WEB DOUBLER
PLATE (DP)
MOMENT
CONNECTION
BEAM SIZE
CONTROLLING BOTTOM FLANGE FORCE FOR
STIFFENER PLATE DESIGN (WHERE REQUIRED)
TOP OF SLAB ELEVATION SHOWN REFERS TO TOP OF CONCRETE FLOOR SLAB ABOVE SLAB FIRST FLOOR SLAB ON GRADE
ELEVATION 0'-0" FOR GENERAL REFERENCE ONLY. REFER TO FRAMING PLANS FOR TOP OF STEEL ELEVATIONS.
THE DESIGN AXIAL LOADS INDICATED ARE BASED ON THE GOVERNING LOAD PRODUCED BY THE LOAD
COMBINATIONS USING STRENGH DESIGN OR LOAD AND RESISTANCE FACTOR DESIGN PROVIDED WITHIN SECTION
1605.2 OF THE 2015 INTERNATIONAL BUILDING CODE.
THE LOAD COMBINATIONS USED INCLUDE TWO TIMES THE COMPUTED FORCES RESULTING FROM SEISMIC LOADS
IN COMBINATION WITH ALL OTHER LOADS AS APPLICABLE.
a.
b.
MOMENT FRAME ELEVATION KEY - HSS COLUMNS
W * * x * *
MOMENT
CONNECTION
BEAM SIZE
*** K*Ft
MAXIMUM MOMENT
AT BEAM END.
B
CONNECTION TYPE,
SEE TYPICAL DETAILS.
*** kips
CONTROLLING TOP FLANGE FORCE FOR
STIFFENER PLATE DESIGN (WHERE REQUIRED)
V = *** kips
CONTROLLING SHEAR FORCE FOR WEB
DOUBLER PLATE DESIGN (WHERE REQUIRED)
THE DESIGN MOMENTS INDICATED ARE BASED ON THE GOVERNING LOAD PRODUCED BY THE LOAD
COMBINATIONS USING STRENGH DESIGN OR LOAD AND RESISTANCE FACTOR DESIGN PROVIDED WITHIN SECTION
1605.2 OF THE 2015 INTERNATIONAL BUILDING CODE.
THE LOAD COMBINATIONS USED INCLUDE TWO TIMES THE COMPUTED FORCES RESULTING FROM SEISMIC LOADS
IN COMBINATION WITH ALL OTHER LOADS AS APPLICABLE.
a.
b.
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
BA
30'-8 3/4"
W 1 8 x 3 5
W 1 6 x 2 6
H SS 5 x 5 x 1/2H
SS 5 x 5 x 1/2
H SS 5 x 5 x 1/2HSS 5 x 5 x 1/2HSS 10 x 6 x 5/8HSS 6 x 6 x 1/2+/-38 kips +/-47 kips+/-79 kips+/-81 kips20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/8" = 1'-0"1/25/2021 12:40:56 PMH:\2017\17-030 Dennis Yarmouth MS\Struct\71011 DYIMS 100% CD.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-4.03
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
LATERAL FRAMING
ELEVATIONS AREA - D
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
S-4.031/8" = 1'-0"
8BRACED FRAME ELEVATION - LINE d2
S-4.031/8" = 1'-0"
9BRACED FRAME ELEVATION - LINE d5
S-4.031/8" = 1'-0"
1MOMENT FRAME ELEVATION - LINE A
S-4.031/8" = 1'-0"
2MOMENT FRAME ELEVATION - LINE A
S-4.031/8" = 1'-0"
3MOMENT FRAME ELEVATION - LINE A
S-4.031/8" = 1'-0"
10BRACED FRAME ELEVATION - LINE d8
S-4.031/8" = 1'-0"
4BRACED FRAME ELEVATION - LINE d25
S-4.031/8" = 1'-0"
12BRACED FRAME ELEVATION - LINE d20
S-4.031/8" = 1'-0"
5MOMENT FRAME ELEVATION - LINE D
S-4.031/8" = 1'-0"
6MOMENT FRAME ELEVATION - LINE D
S-4.031/8" = 1'-0"
7MOMENT FRAME ELEVATION - LINE D
S-4.031/8" = 1'-0"
11BRACED FRAME ELEVATION - LINE d21
HEADED ANCHOR ROD, REFER TO
COLUMN SCHEDULE NOTES AND PLAN
DETAILS FOR SIZES AND ARRANGEMENTS.PROJECTIONTHREADEDLENGTHEMBEDMENTNUT AND WASHER.
LEVELING NUT AND HEAVY WASHER SIZED
FOR FABRICATION HOLE IN BASEPLATE.
TOP OF PIER OR WALL.ANCHOR ROD LENGTHt ≤ 1"0'-5"
0'-6"
BASEPLATE
THICKNESS "t"
THREADED
PROJECTION
ANCHOR ROD DETAIL
NO SCALE
1" < t ≥ 1 1/2"
2 x 2 x 1/4 PLATE WASHER
WELDED TO BASE PLATE
TYPICAL COLUMN BASE PLATE DETAILING LENGTH (N)WIDTH (B)
2" EQ EQ 2"
1/4 .
1/4 .
.1/4
WIDE FLANGE GRAVITY COLUMNS LENGTH (N)WIDTH (B)
2" EQ EQ 2"
1/4 .
BASE PLATE, REFER TO
COLUMN SCHEDULE
FOR SIZE.
ANCHOR BOLTS, REFER TO
COLUMN SCHEDULE NOTES
AND PLAN DETAILS FOR
SIZE AND EMBEDMENT.
HSS GRAVITY COLUMNS2"EQEQ2"4 SIDES
NO SCALE LENGTH (N)WIDTH (B)
2" EQ EQ 2"
1/4 .
WIDE FLANGE GRAVITY COLUMNS2"EQEQ2"1/4 .
.1/4
BASE PLATE, REFER TO
COLUMN SCHEDULE
FOR SIZE.
ANCHOR BOLTS, REFER TO
COLUMN SCHEDULE NOTES
AND PLAN DETAILS FOR
SIZE AND EMBEDMENT.4"EQEQ4"ANCHOR BOLTS, REFER TO
COLUMN SCHEDULE NOTES
AND PLAN DETAILS FOR
SIZE AND EMBEDMENT.
BASE PLATE, REFER TO COLUMN
SCHEDULE FOR SIZE.LENGTH (N)WIDTH (B)
2" EQ EQ 2"
1/4 .
.1/4
WIDE FLANGE FRAME COLUMNS4"EQEQ4"ANCHOR BOLTS, REFER TO
COLUMN SCHEDULE NOTES
AND PLAN DETAILS FOR
SIZE AND EMBEDMENT.
BASE PLATE, REFER TO COLUMN
SCHEDULE FOR SIZE..3/16 1"
4 SIDES
.
1/4
LENGTH (N)WIDTH (B)
2" EQ EQ 2"
1/4
.
BASE PLATE, REFER TO COLUMN
SCHEDULE FOR SIZE.
ANCHOR BOLTS, REFER TO
COLUMN SCHEDULE NOTES
AND PLAN DETAILS FOR
SIZE AND EMBEDMENT.
HSS FRAME COLUMNS2"EQEQ2"4 SIDES
.3/16 1"
4 SIDES
2 x 2 x 1/4 PLATE WASHER
WELDED TO BASE PLATE
2"7"5"2"1'-4"2" 5" 5" 2"
1'-2"
STEEL BASEPLATE
(4) 1" DIA. 55 KSI HEADED
ANCHOR RODS, EMBED 12".
STEEL COLUMN
STEEL GUSSET PLATETYPICAL 2x2x1/4
PLATE WASHER
NOTE: COORDINATE ORIENTATION OF GUSSET PLATE WITH BRACED
FRAME CONFIGURATIONS. SEE DRAWING S-4.00 THRU S-4.03.
CL COLUMN2"5"7"2"1'-4"2"
2"7"7"2"
1'-6"
STEEL COLUMN
STEEL BASEPLATE
(4) 3/4" DIA. 36 KSI HEADED
ANCHOR RODS, EMBED 12".
TYPICAL 2x2x1/4
PLATE WASHER
STEEL GUSSET PLATE
2"
CL COLUMN2"5"5"2"1'-2"2"7"7"2"
1'-6"
STEEL COLUMN
STEEL BASEPLATE
(4) 3/4" DIA. 36 KSI HEADED
ANCHOR RODS, EMBED 12".
TYPICAL 2x2x1/4
PLATE WASHER 2"5"5"2"1'-2"2"
CL COLUMN
2" 7" 7" 2"
1'-6"
STEEL COLUMN
STEEL BASEPLATE
(4) 3/4" DIA. 36 KSI HEADED
ANCHOR RODS, EMBED 12".
TYPICAL 2x2x1/4
PLATE WASHER
STEEL COLUMN
STEEL BASEPLATE
4 1/2"2 1/2"2 1/2"4 1/2"1'-2"2"5"5"2"
1'-2"
(4) 1" DIA. 36 KSI HEADED
ANCHOR RODS, EMBED 12".
TYPICAL 2x2x1/4
PLATE WASHER
STEEL GUSSET PLATE2" 7" 7" 2"
1'-6"2"7"7"2"1'-6"STEEL COLUMN
STEEL BASEPLATE
(4) 1" DIA. 55 KSI HEADED
ANCHOR RODS, EMBED 12".
TYPICAL 2x2x1/4
PLATE WASHER
STEEL GUSSET PLATE
STEEL GUSSET PLATE2"7"7"2"1'-6"2" 7" 7" 2"
1'-6"
(4) 1" DIA. 36 KSI HEADED
ANCHOR RODS, EMBED 12".
TYPICAL 2x2x1/4
PLATE WASHER
STEEL COLUMN
STEEL BASEPLATE
STEEL GUSSET PLATE
1'-6"1'-6"2"7"7"2"2"7"7"2"
STEEL COLUMN
STEEL BASEPLATE
NOTE: COORDINATE ORIENTATION OF GUSSET PLATE WITH BRACED FRAME
CONFIGURATIONS. SEE DRAWINGS S-4.00 THRU S-4.03.
(4) 1" DIA. 55 KSI HEADED
ANCHOR RODS, EMBED 12".
TYPICAL 2x2x1/4
PLATE WASHER
2"
CL COLUMN2"5"5"2"1'-2"2" 5" 5" 2"
1'-2"
STEEL COLUMN
STEEL BASEPLATE
(4) 3/4" DIA. 36 KSI HEADED
ANCHOR RODS, EMBED 12".
TYPICAL 2x2x1/4
PLATE WASHER 2"5"5"2"1'-2"1 1/2"7 1/2"7 1/2"1 1/2"
1'-6"
STEEL COLUMN
STEEL BASEPLATE
TYPICAL 2x2x1/4
PLATE WASHER
(4) 3/4" DIA. 36 KSI HEADED
ANCHOR RODS, EMBED 12".2"6 1/2"6 1/2"2"1'-5"2"6 1/2"6 1/2"2"
1'-5"
STEEL COLUMN
STEEL BASEPLATE
TYPICAL 2x2x1/4
PLATE WASHER
(4) 3/4" DIA. 36 KSI HEADED
ANCHOR RODS, EMBED 12".2"6 1/2"6 1/2"2"1'-5"8.00°CL COLUMN
2"6 1/2"6 1/2"2"
1'-5"
STEEL COLUMN
STEEL BASEPLATE
(4) 3/4" DIA. 36 KSI HEADED
ANCHOR RODS, EMBED 12".
TYPICAL 2x2x1/4
PLATE WASHER 2"5"5"2"1'-2"CL COLUMN8.00°2"6"6"2"
1'-4"
STEEL COLUMN
STEEL BASEPLATE
(4) 3/4" DIA. 36 KSI HEADED
ANCHOR RODS, EMBED 12".
TYPICAL 2x2x1/4
PLATE WASHER 2"6"6"2"1'-4"STEEL GUSSET PLATE
2"6"6"2"
1'-4"
STEEL COLUMN
STEEL BASEPLATE
NOTE: COORDINATE ORIENTATION OF GUSSET PLATE WITH BRACED FRAME
CONFIGURATIONS. SEE DRAWING S-4.00 THRU S-4.03.
TYPICAL 2x2x1/4
PLATE WASHER
(4) 1" DIA. 55 KSI HEADED
ANCHOR RODS, EMBED 12"2"6"6"2"1'-4"STEEL GUSSET PLATE
2" 5" 5" 2"
1'-2"
STEEL COLUMN
STEEL BASEPLATE
NOTE: COORDINATE ORIENTATION OF GUSSET PLATE WITH BRACED FRAME
CONFIGURATIONS. SEE DRAWING S-4.00 THRU S-4.03
(4) 3/4" DIA. 36 KSI HEADED
ANCHOR RODS, EMBED 12".
TYPICAL 2x2x1/4
PLATE WASHER
P
b9
2"7"9"3"1'-9"STEEL GUSSET PLATE
2"7"7"2"
1'-6"
STEEL COLUMN
STEEL BASEPLATE
NOTE: COORDINATE ORIENTATION OF GUSSET PLATE WITH BRACED FRAME
CONFIGURATIONS. SEE DRAWING S-4.00 THRU S-4.03
(4) 1" DIA. 55 KSI HEADED
ANCHOR RODS, EMBED 12".
TYPICAL 2x2x1/4
PLATE WASHER
N.4
STEEL GUSSET PLATE
2"6"7"3"
1'-6"2"5"5"2"1'-2"STEEL COLUMN
STEEL BASEPLATE
NOTE: COORDINATE ORIENTATION OF GUSSET PLATE WITH BRACED FRAME
CONFIGURATIONS. SEE DRAWINGS S-4.00 THRU S-4.03.
(4) 1" DIA. 55 KSI HEADED
ANCHOR RODS, EMBED 12".
TYPICAL 2x2x1/4
PLATE WASHER CL COLUMN
3/8"3"9"7"2"1'-9"2" 7" 7" 2"
1'-6"
STEEL GUSSET PLATE
STEEL COLUMN
STEEL BASEPLATE
NOTE: COORDINATE ORIENTATION OF GUSSET PLATE WITH BRACED FRAME
CONFIGURATIONS. SEE DRAWINGS S-4.00 THRU S-4.03.
(4) 1" DIA. 55 KSI HEADED
ANCHOR RODS, EMBED 12".
TYPICAL 2x2x1/4
PLATE WASHER 2"6"6"2"1'-4"2" 6" 7" 3"
1'-6"
STEEL COLUMN
STEEL BASEPLATE
(4) 1" DIA. 55 KSI HEADED
ANCHOR RODS, EMBED 12".
TYPICAL 2x2x1/4
PLATE WASHER
2"5"5"2"
1'-2"2"5"5"2"1'-2"2 1/2"
STEEL COLUMN
STEEL BASEPLATE
TYPICAL 2x2x1/4
PLATE WASHER
(4) 3/4" 36 KSI HEADED
ANCHOR RODS, EMBED 12".
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/26/2021 5:25:40 PMC:\Users\ENG-03\Documents\17030_s19_kbrown@girardco.com.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-5.00
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
COLUMN BASE
DETAILS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1 03-01-21 Addendum No. 8
P L A N D E T A I L
S-5.001 1/2" = 1'-0"
A P L A N D E T A I L
S-5.001 1/2" = 1'-0"
B P L A N D E T A I L
S-5.001 1/2" = 1'-0"
C P L A N D E T A I L
S-5.001 1/2" = 1'-0"
D P L A N D E T A I L
S-5.001 1/2" = 1'-0"
E
P L A N D E T A I L
S-5.001 1/2" = 1'-0"
F P L A N D E T A I L
S-5.001 1/2" = 1'-0"
G
P L A N D E T A I L
S-5.001 1/2" = 1'-0"
H
P L A N D E T A I L
S-5.001 1/2" = 1'-0"
J P L A N D E T A I L
S-5.001 1/2" = 1'-0"
K
P L A N D E T A I L
S-5.001 1/2" = 1'-0"
L P L A N D E T A I L
S-5.001 1/2" = 1'-0"
M P L A N D E T A I L
S-5.001 1/2" = 1'-0"
N P L A N D E T A I L
S-5.001 1/2" = 1'-0"
P P L A N D E T A I L
S-5.001 1/2" = 1'-0"
Q
P L A N D E T A I L
S-5.001 1/2" = 1'-0"
R P L A N D E T A I L
S-5.001 1/2" = 1'-0"
S P L A N D E T A I L
S-5.001 1/2" = 1'-0"
T P L A N D E T A I L
S-5.001 1/2" = 1'-0"
U P L A N D E T A I L
S-5.001 1/2" = 1'-0"
V
1
FIRST FLOOR SLAB FIRST FLOOR SLAB
0' - 0"0' - 0"
T.STEEL 2ND FLOOR T.STEEL 2ND FLOOR
12' - 11"12' - 11"
T. STEEL CLASSROOM ROOF T. STEEL CLASSROOM ROOF
27' - 2 1/2"27' - 2 1/2"
Column Locations a1-V a1-V.5 a1-W a2-P a2-R a2-S.2 a2-T a2-U a3-W a4-V a5-P a5-S a5-T.1 a5-U a5-V.5 a5-W a6-P a6-U a6-V a6-W a7-P a7-U a8-V a8-V.5 a8-W a9-W a10-U a11-U a11-V a12-P a13-T.8 a14-W a15-V
FIRST FLOOR SLAB FIRST FLOOR SLAB
0' - 0"0' - 0"
T.STEEL 2ND FLOOR T.STEEL 2ND FLOOR
12' - 11"12' - 11"
T. STEEL CLASSROOM ROOF T. STEEL CLASSROOM ROOF
27' - 2 1/2"27' - 2 1/2"
Column Locations a15-V.5 a15-V.9 a17-V b1-K b1-K.8 b1-L.9 b1-M.9 b1-N.9 b2-K.8 b2-L.9 b2-M.9 b3-K b4-K b4-K.8 b4-L.9 b4-N.4 b5-N.4 b6-K b7-N.4 b8-K b9-N.4 b9-P b10-S.8 b11-S.1 b11-S.5 b12-K b12-L.5 b12-N.4 b12.9-T.3 b12.9-U.1 b13-S.1 b13-S.5 b13-S.8
FIRST FLOOR SLAB FIRST FLOOR SLAB
0' - 0"0' - 0"
T.STEEL 2ND FLOOR T.STEEL 2ND FLOOR
12' - 11"12' - 11"
T. STEEL CLASSROOM ROOF T. STEEL CLASSROOM ROOF
27' - 2 1/2"27' - 2 1/2"
Column Locations b13-T.2 b13-U.2 b15.4-T.3 b15.4-U.1 HSS 6 x 6 x 3/8HSS 5 x 5 x 3/8HSS 8 x 8 x 3/8HSS 8 x 8 x 3/8HSS 6 x 6 x 3/8HSS 6 x 6 x 3/8HSS 6 x 6 x 3/8W 10 x 112HSS 8 x 8 x 1/2HSS 8 x 8 x 1/2HSS 5 x 5 x 3/8HSS 5 x 5 x 3/8HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 3/8HSS 6 x 6 x 3/8HSS 8 x 8 x 1/2HSS 8 x 8 x 1/2W 10 x 112HSS 8 x 8 x 1/2HSS 8 x 8 x 3/8W 10 x 112W 10 x 1128 x 8 x 3/8 - TYPE OS8 x 8 x 3/8 - TYPE OS8 x 8 x 3/8 - TYPE OSW 10 x 112HSS 8 x 8 x 3/8HSS 8 x 8 x 3/8HSS 5 x 5 x 3/8HSS 5 x 5 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 3/8HSS 6 x 6 x 1/2HSS 6 x 6 x 3/8HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 3/8HSS 8 x 8 x 3/8HSS 8 x 8 x 3/8W 10 x 112HSS 6 x 6 x 3/8HSS 6 x 6 x 3/8HSS 5 x 5 x 3/84 x 4 x 3/8 - TYPE SS4 x 4 x 3/8 - TYPE SSHSS 8 x 8 x 3/8-10"-10"-10"-10"-1' - 10"
-10"-10"-10"
-10"-1' - 3"-10"-1' - 3"-10"-10"
-10"
-10"-10"-10"
8' - 1"8' - 11"8' - 11"
8' - 11"
1' - 5"1' - 5"1' - 1 1/2"
1' - 1 1/2"
5' - 10"5' - 11 7/8"5' - 5 1/4"5' - 3 1/2"5' - 3 1/2"
-8"
5' - 3 1/2"
-8"1 5/8"-1/2"
-10"-10"-1' - 3"
-10"-10"-10"-10"-10"-10"-10"
-10"-1' - 3"
-10"-10"-10"-10"-1' - 10"
-10"-10"-10"-10"
-10"-10"-10"-10"-10"-10"-10"
-10"
-10"
1' - 5"
8' - 1"8' - 11"8' - 11"8' - 11"
0"0"
8' - 11"8' - 6"
1' - 5"7 1/2"
8' - 11"8' - 11"
8' - 11"8' - 11"8' - 11"
8' - 1"8' - 1"8' - 11"
5' - 4 1/4"
8' - 6"
7 1/2"
5' - 3 1/2"5' - 9 3/8"
5' - 3 1/2"
7' - 6 1/2"
5' - 8 1/2"
5' - 3 1/2"5' - 3 1/2"5' - 3 1/2"5' - 3 1/2"
5' - 8 3/4"HSS 5 x 5 x 3/8HSS 8 x 8 x 1/2HSS 8 x 8 x 3/8W 10 x 112W 10 x 112HSS 6 x 6 x 1/28 x 8 x 3/8 - TYPE OSHSS 6 x 6 x 3/8HSS 8 x 8 x 1/2HSS 6 x 6 x 3/88 x 8 x 3/8 - TYPE OSHSS 6 x 6 x 3/8HSS 6 x 6 x 1/2HSS 8 x 6 x 1/2W 10 x 112-10"-10"
-10"
-10"-10"-10"-10"-10"
-10"
-10"-10"
-10"
-7"-10"
-10"
-10"HSS 6 x 6 x 1/28' - 11"
8' - 11"
8' - 11"
8' - 11"
8' - 11"
5' - 3 1/2"
-8"-8"4"-8"-8"
5' - 11 1/2"
3' - 11 5/8"
6' - 2 1/2"
1' - 5"
-8"
16" x 3/4" x 16"16" x 3/4" x 16"
16" x 3/4" x 16" 16" x 3/4" x 16"
16" x 3/4" x 16"
14" x 3/4" x 14" 14" x 3/4" x 14" 14" x 3/4" x 14"
13" x 3/4" x 13"
16" x 1" x 16"18" x 1" x 16"18" x 1" x 16" 18" x 1" x 16" 14" x 3/4" x 14" 14" x 3/4" x 14" 18" x 1" x 16"16" x 1" x 16"16" x 1" x 16"16" x 1" x 16" 16" x 1" x 14" 16" x 1" x 14" 21" x 1" x 18" 18" x 1" x 18" 14" x 3/4" x 14" 14" x 3/4" x 14"18" x 1" x 18" 18" x 1" x 18" 14" x 3/4" x 14" 14" x 3/4" x 14" 14" x 3/4" x 14" 14" x 3/4" x 14"
21" x 1" x 18"
14" x 1" x 14" 16" x 1" x 16" 14" x 3/4" x 14" 16" x 1" x 16"------
TYPICAL TYPICAL TYPICAL
TYPICAL
--- TYPICAL U/S-5.00 U/S-5.00 U/S-5.00 TYPICAL TYPICAL U/S-5.00 TYPICAL TYPICAL TYPICAL A/S-5.00 A/S-5.00 T/S-5.00 H/S-5.00 TYPICAL TYPICAL F/S-5.00 F/S-5.00 TYPICAL TYPICAL TYPICAL TYPICAL
R/S-5.00
E/S-5.00 TYPICAL TYPICAL TYPICAL ---
14" x 3/4" x 14" 14" x 3/4" x 14"
14" x 3/4" x 14" 14" x 3/4" x 14" 14" x 3/4" x 14" 14" x 1" x 16" 16" x 1" x 14" 16" x 1" x 14" 13" x 3/4" x 13"12" x 3/4" x 12"12" x 3/4" x 12" 13" x 3/4" x 13" 14" x 1" x 16" 14" x 1" x 14" 14" x 3/4" x 14" 14" x 3/4" x 14" 16" x 1" x 14" 16" x 1" x 16" 16" x 3/4" x 16" 16" x 1" x 16" 16" x 3/4" x 16" 18" x 1" x 14"14" x 1" x 14" 18" x 1" x 18" 14" x 3/4" x 14" 14" x 3/4" x 14" 14" x 1" x 14"
TYPICAL TYPICAL TYPICAL
TYPICAL TYPICAL
18" x 1" x 18"
TYPICAL TYPICAL
TYPICAL TYPICAL V/S-5.00 A/S-5.00 A/S-5.00 A/S-5.00 TYPICAL TYPICAL TYPICAL TYPICAL A/S-5.00 TYPICAL TYPICAL TYPICAL A/S-5.00 TYPICAL TYPICAL TYPICAL TYPICAL S/S-5.00 E/S-5.00 H/S-5.00 F/S-5.00 TYPICAL TYPICAL TYPICAL
32 kips 20 kips 25 kips
36 kips
--- 34 kips 51 kips 69 kips 53 kips 38 kips 55 kips 73 kips 52 kips 55 kips 42 kips 45 kips 58 kips 122 kips 120 kips 60 kips 43 kips 198 kips 115 kips 61 kips 20 kips 39 kips 40 kips
87 kips
88 kips 21 kips 62 kips 57 kips ---
17 kips
21 kips25 kips
24 kips25 kips32 kips166 kips117 kips72 kips120 kips62 kips59 kips184 kips69 kips83 kips73 kips116 kips160 kips89 kips75 kips83 kips45 kips70 kips55 kips53 kips23 kips32 kips33 kips37 kips18 kips18 kips
35 kips33 kips
-10"-10"HSS 4 x 0.313HSS 4 x 0.313-10 1/2"-10 1/2"
15 kips 15 kips
TYPICAL TYPICAL
10" x 3/4" x 10" 10" x 3/4" x 10"
15 kips 15 kips
TYPICAL TYPICAL
10" x 3/4" x 10" 10" x 3/4" x 10"HSS 4 x 0.313HSS 4 x 0.313-10 1/2"-10 1/2"
-10"-10"AESSAESSAESSAESSAESS1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HRINTUMESCENT COATINGINTUMESCENT COATING1 HR1 HRINTUMESCENT COATINGINTUMESCENT COATINGAESSAESSAESSAESSGRID REFERENCE
PLAN DETAIL
BASEPLATE SIZE
GRID REFERENCE
C O L U M N S C H E D U L E - A R E A A
PLAN DETAIL
BASEPLATE SIZE
GRID REFERENCE
PLAN DETAIL
BASEPLATE SIZE
GRID REFERENCE
PLAN DETAIL
BASEPLATE SIZE
SERVICE LOADSSERVICE LOADS
SERVICE LOADS SERVICE LOADS
GRID REFERENCE
PLAN DETAIL
BASEPLATE SIZE
GRID REFERENCE
PLAN DETAIL
BASEPLATE SIZE
SERVICE LOADSSERVICE LOADS
1 1 1
1
1
1
1
1
1 1
1
1
1
1
1
1
1
1
11
W24
W24
1 1 1
1
1 1 1 1 1
1 1
1 1 1
1
1 1
1 1
1 1
1 1 1 1
1 1
1
1
1
1
1 1
11
111111111111111111111
1 1
REFERENCE ELEVATION AT TOP
OF COLUMN CAP PLATE
COLUMN CAP PLATE
STEEL COLUMN, SEE
SCHEDULE FOR SIZE
REFERENCE ELEVATION AT
BOTTOM OF COLUMN BASE PLATE
COLUMN BASE PLATE SET ON NON-
SHRINK GROUT, SEE SCHEDULE FOR SIZE
CONCRETE PIER OR FOOTINGELEV. = See Schedule
Reference Level Name
ELEV. = See Schedule
C O L U M N S I Z ECOLUMN SIZE, SEE SCHEDULE
**"
**"
TOP OF COLUMN ELEVATION
MEASURED FROM REFERENCE LEVEL
BOTTOM OF BASEPLATE
ELEVATION MEASURED FROM
TOP OF 1ST FLOOR SLAB
CL
(+)
(-)
(+)
(-)
Reference Level Name
C O L U M N S C H E D U L E G R A P H I C A L L E G E N D
NOT TO SCALE * HRCOLUMN RATING FOR SPRAY
APPLIED FIREPROOFING IF
REQUIRED.
ALL COLUMN ENDS AT CAP AND BASE PLATES, AND COLUMN SPLICES, TO BE MILLED ENDS
TYPICAL. NO EXCEPTIONS.
STEEL FABRICATOR TO PROVIDE MASONRY TIE ANCHORS WELDED TO ALL COLUMN FACES
WHERE MASONRY IS ADJACENT TO OR BUTTS AGAINST COLUMN FACES. REFER TO
ARCHITECTURAL DRAWINGS FOR LOCATIONS.
COLUMN BASES TO BE DRY PACKED SOLID UNDER BASE PLATES WITH 2" MINIMUM 5,000 p.s.i.
NON-SHRINK GROUT AFTER STEEL HAS BEEN PLUMBED AND LEVELED.
ANCHOR RODS TO BE MANUFACTURED FROM A.S.T.M. F1554 GRADE 36 UNLESS NOTED
OTHERWISE IN PLAN DETAILS. ANCHOR ROD SIZES SHALL BE PROVIDED AS FOLLOWS
UNLESS PLAN DETAILS INDICATE OTHERWISE.
BASE PLATE ELEVATIONS GIVEN ARE TO BOTTOM OF BASE PLATE RELATIVE TO GROUND
FLOOR SLAB ELEVATION 0'-0"
CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY LATERAL SUPPORT TO THE STEEL
FRAMING DURING CONSTRUCTION. THE TEMPORARY BRACING SHALL NOT BE REMOVED
UNTIL ALL COLUMN SPLICES, FRAME MOMENT CONNECTIONS, AND STEEL DECK HAVE BEEN
COMPLETELY INSTALLED AND ACCEPTED.
ERECTION TOLERANCES OF ALL COLUMNS AND FRAMING MEMBERS SHALL BE IN
ACCORDANCE WITH ALL A.I.S.C. STANDARDS AND PROJECT SPECIFICATIONS.
COLUMN BASES TO BE SET ON LEVELING NUTS AND WASHERS UNLESS NOTED OTHERWISE.
C O L U M N S C H E D U L E N O T E S
STRUCTURAL STEEL WIDE FLANGE (WF) COLUMNS TO BE ASTM A-992, Fy=50.0 k.s.i.
STRUCTURAL HSS TUBING TO BE A.S.T.M. A-500, GRADE 'B' STEEL, Fy=46.0 k.s.i.
PROVIDE 3/8" THICK SEAL WELDED CLOSURE PLATE ON TOP OF ALL HSS COLUMNS TYPICAL
UNLESS NOTED OTHERWISE.
4.
11.
9.
6.
7.
8.
5.
10.
3.
1.
2.
TOP OF COLUMN ELEVATIONS GIVEN ARE TO TOP OF CAP OR COLUMN AT CENTERLINES
RELATIVE (+/-) TO THE LEVEL REFERENCED IN THE SCHEDULE.
WF
HSS (4) - 3/4" HEADED ANCHOR ROD, EMBED 12".
COLUMNS DESIGNATED AS TYPE "OH", "OS", OR "SS" INDICATE THE LOCATION OF
PREFABRICATED BUILDING COLUMNS. REFER TO PROJECT SPECIFICATION SECTION 05 1200.
12.
(4) - 3/4" HEADED ANCHOR ROD, EMBED 12".
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/26/2021 5:25:40 PMC:\Users\ENG-03\Documents\17030_s19_kbrown@girardco.com.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-5.01
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
COLUMN SCHEDULE
AREA - A
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1 03-01-21 Addendum No. 8
1
REFERENCE ELEVATION AT TOP
OF COLUMN CAP PLATE
COLUMN CAP PLATE
STEEL COLUMN, SEE
SCHEDULE FOR SIZE
REFERENCE ELEVATION AT
BOTTOM OF COLUMN BASE PLATE
COLUMN BASE PLATE SET ON NON-
SHRINK GROUT, SEE SCHEDULE FOR SIZE
CONCRETE PIER OR FOOTINGELEV. = See Schedule
Reference Level Name
ELEV. = See Schedule
C O L U M N S I Z ECOLUMN SIZE, SEE SCHEDULE
**"
**"
TOP OF COLUMN ELEVATION
MEASURED FROM REFERENCE LEVEL
BOTTOM OF BASEPLATE
ELEVATION MEASURED FROM
TOP OF 1ST FLOOR SLAB
CL
(+)
(-)
(+)
(-)
Reference Level Name
C O L U M N S C H E D U L E G R A P H I C A L L E G E N D
NOT TO SCALE * HRCOLUMN RATING FOR SPRAY
APPLIED FIREPROOFING IF
REQUIRED.
ALL COLUMN ENDS AT CAP AND BASE PLATES, AND COLUMN SPLICES, TO BE MILLED ENDS
TYPICAL. NO EXCEPTIONS.
STEEL FABRICATOR TO PROVIDE MASONRY TIE ANCHORS WELDED TO ALL COLUMN FACES
WHERE MASONRY IS ADJACENT TO OR BUTTS AGAINST COLUMN FACES. REFER TO
ARCHITECTURAL DRAWINGS FOR LOCATIONS.
COLUMN BASES TO BE DRY PACKED SOLID UNDER BASE PLATES WITH 2" MINIMUM 5,000 p.s.i.
NON-SHRINK GROUT AFTER STEEL HAS BEEN PLUMBED AND LEVELED.
ANCHOR RODS TO BE MANUFACTURED FROM A.S.T.M. F1554 GRADE 36 UNLESS NOTED
OTHERWISE IN PLAN DETAILS. ANCHOR ROD SIZES SHALL BE PROVIDED AS FOLLOWS
UNLESS PLAN DETAILS INDICATE OTHERWISE.
BASE PLATE ELEVATIONS GIVEN ARE TO BOTTOM OF BASE PLATE RELATIVE TO GROUND
FLOOR SLAB ELEVATION 0'-0"
CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY LATERAL SUPPORT TO THE STEEL
FRAMING DURING CONSTRUCTION. THE TEMPORARY BRACING SHALL NOT BE REMOVED
UNTIL ALL COLUMN SPLICES, FRAME MOMENT CONNECTIONS, AND STEEL DECK HAVE BEEN
COMPLETELY INSTALLED AND ACCEPTED.
ERECTION TOLERANCES OF ALL COLUMNS AND FRAMING MEMBERS SHALL BE IN
ACCORDANCE WITH ALL A.I.S.C. STANDARDS AND PROJECT SPECIFICATIONS.
COLUMN BASES TO BE SET ON LEVELING NUTS AND WASHERS UNLESS NOTED OTHERWISE.
C O L U M N S C H E D U L E N O T E S
STRUCTURAL STEEL WIDE FLANGE (WF) COLUMNS TO BE ASTM A-992, Fy=50.0 k.s.i.
STRUCTURAL HSS TUBING TO BE A.S.T.M. A-500, GRADE 'B' STEEL, Fy=46.0 k.s.i.
PROVIDE 3/8" THICK SEAL WELDED CLOSURE PLATE ON TOP OF ALL HSS COLUMNS TYPICAL
UNLESS NOTED OTHERWISE.
4.
11.
9.
6.
7.
8.
5.
10.
3.
1.
2.
TOP OF COLUMN ELEVATIONS GIVEN ARE TO TOP OF CAP OR COLUMN AT CENTERLINES
RELATIVE (+/-) TO THE LEVEL REFERENCED IN THE SCHEDULE.
WF
HSS (4) - 3/4" HEADED ANCHOR ROD, EMBED 12".
COLUMNS DESIGNATED AS TYPE "OH", "OS", OR "SS" INDICATE THE LOCATION OF
PREFABRICATED BUILDING COLUMNS. REFER TO PROJECT SPECIFICATION SECTION 05 1200.
12.
(4) - 3/4" HEADED ANCHOR ROD, EMBED 12".
FIRST FLOOR SLAB FIRST FLOOR SLAB
0' - 0"0' - 0"
T.STEEL 2ND FLOOR T.STEEL 2ND FLOOR
12' - 11"12' - 11"
T. STEEL CLASSROOM ROOF T. STEEL CLASSROOM ROOF
27' - 2 1/2"27' - 2 1/2"
Column Locations a17-M.5 a17-N.6
a17(-0' -
11")-N.9 a17-P.7 a18-N.3 a18-P a18-P.7 a19-Q a20-M.5 a21-P.7 a22-M.5 a22-N.5 a22-P.7 a23-M.5 a23-N.5 a24-P.7 a24-Q a25-M.5 a26-M.5 a26-N.5 a26-P.7 a27-P.7 a27-Q a28-M.5 a28-N.5 a29-P.7 a29-Q a30-Q a31-P.9 a32-P.6 a32-P.8 b14-K b14-L
FIRST FLOOR SLAB FIRST FLOOR SLAB
0' - 0"0' - 0"
T.STEEL 2ND FLOOR T.STEEL 2ND FLOOR
12' - 11"12' - 11"
T. STEEL CLASSROOM ROOF T. STEEL CLASSROOM ROOF
27' - 2 1/2"27' - 2 1/2"
Column Locations b14-N.4 b14-P b15-H.1 b15-H.8 b15.5-P b16-H.1 b16-H.8 b17-K b17-L b18-K b18-L b19-K b19-L b20-K b20-L b21-K b21-L b21-M.5 b21-N.3 b21-N.5 b21-P b21-P.7 b22-H.1 b22-H.5 b22-J.3 b23-P.9 b24-H.1 b24-H.5 b24-J.3 b24-K b24-L b24-M b24-N
FIRST FLOOR SLAB FIRST FLOOR SLAB
0' - 0"0' - 0"
T.STEEL 2ND FLOOR T.STEEL 2ND FLOOR
12' - 11"12' - 11"
T. STEEL CLASSROOM ROOF T. STEEL CLASSROOM ROOF
27' - 2 1/2"27' - 2 1/2"
Column Locations b24-P b25-J b25-J.7 b25-K.8 b25-M b25-N b25-P.1 b26-P.3 b26-P.9 b27-P.2 b27-P.9 b28-J b28-J.7 b28-P.1 b28-P.9 b29-J b29-J.7 b29-P.1 b29-P.9 b30-J b30-J.7 b30-P.1 b31-P.6 b32-J b32-J.6 b32-P.2 b32-P.4 b33-K.1 b33-K.8 b33-L.6 b33-M.3 b33-N b33-N.7HSS 10 x 6 x 1/2HSS 10 x 6 x 1/2HSS 12 x 6 x 5/8HSS 10 x 6 x 1/2HSS 10 x 6 x 1/2HSS 10 x 6 x 1/2HSS 8 x 8 x 1/2W 10 x 100W 10 x 100W 10 x 100W 10 x 100HSS 8 x 8 x 1/2W 10 x 100W 10 x 100HSS 8 x 8 x 1/2W 10 x 100W 10 x 100W 10 x 100HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 3/8HSS 6 x 6 x 3/8HSS 6 x 6 x 3/8HSS 8 x 6 x 1/2HSS 6 x 6 x 3/8HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 1/26 x 6 x 3/8 - TYPE SSW 8 x 67 - TYPE OHHSS 10 x 6 x 1/2HSS 12 x 6 x 5/8HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 5/8HSS 6 x 6 x 5/8HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 5 x 5 x 3/8HSS 5 x 5 x 3/8HSS 5 x 5 x 3/8HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 5 x 5 x 3/8HSS 10 x 6 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 3/8HSS 6 x 6 x 3/8HSS 6 x 6 x 3/8HSS 6 x 6 x 3/8HSS 8 x 8 x 1/2HSS 8 x 8 x 1/2W 10 x 100HSS 6 x 6 x 1/2W 10 x 100HSS 5 x 5 x 3/8HSS 5 x 5 x 3/8HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 8 x 6 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 3/8HSS 6 x 6 x 5/8HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 8 x 6 x 1/2HSS 6 x 6 x 3/8HSS 8 x 8 x 1/2W 8 x 58 - TYPE OHHSS 5 x 5 x 3/8HSS 5 x 5 x 3/8HSS 6 x 6 x 1/2HSS 6 x 6 x 3/8HSS 6 x 6 x 1/2HSS 5 x 5 x 3/8HSS 5 x 5 x 3/8HSS 5 x 5 x 3/8HSS 6 x 6 x 5/8HSS 10 x 6 x 1/2HSS 6 x 6 x 5/8HSS 6 x 6 x 3/8HSS 6 x 6 x 3/8HSS 6 x 6 x 3/8HSS 10 x 6 x 1/2HSS 10 x 6 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 3/8HSS 6 x 6 x 3/8HSS 6 x 6 x 3/8HSS 6 x 6 x 3/8HSS 6 x 6 x 3/8HSS 6 x 6 x 3/8-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"
-10"-10"
-10"-10"
-10"-10"-10"-10"-10"-10"-10"-10"
-10"
0"0"1 1/2"0"
0"0"1 1/2"1 1/2"0"0"
2' - 9 5/8"
0"0"0"
0"
0"-2 3/4"
-8"1 1/4"
7' - 6 1/2"
0"-2 3/4"
-8"
6' - 9"
-8"
6' - 9"
6' - 4 1/8"
-8"-8"
6' - 9"6' - 9"6' - 9"6' - 9"6' - 9"
0"-2 1/4"-5 1/2"-2 1/4"-5 1/2"-8"1 1/4"0"-6 3/8"
2 1/2"
5' - 8"5' - 8"5' - 8"5' - 8"5' - 8"4' - 4"5' - 8"5' - 8"
0"0"0"1"
0"
-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"
-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"
-10"
-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"
-10"-10"
-10"-10"-10"-10"
1 1/2"0"
0"0"0"0"0"1"1"1"1"1"
5' - 8"5' - 8"
4' - 4"
0"
6' - 6"7' - 3"
6' - 6"6' - 6"7' - 3"
6' - 6"
-8"
6' - 9"
5' - 9"5' - 9"
7' - 6 1/2"6' - 9"6' - 9"6' - 4 1/8"
16" x 1" x 14"
18" x 1" x 14"
17" x 1 1/4" x 17"---14" x 1" x 14"14" x 3/4" x 14"14" x 1" x 14"14" x 3/4" x 14"14" x 1" x 14" --- 14" x 1" x 14" --- 14" x 1" x 16" 14" x 1" x 16" 14" x 1" x 14"14" x 3/4" x 14"14" x 3/4" x 14" --- 14" x 1" x 14" --- 14" x 1" x 14"14" x 3/4" x 14"16" x 1" x 16" 14" x 1" x 16" 14" x 1" x 14"
14" x 3/4" x 14"14" x 3/4" x 14"
14" x 1" x 14"
13" x 3/4" x 13" 13" x 3/4" x 13" 13" x 3/4" x 13"
14" x 1" x 14"
---
14" x 1" x 14"14" x 1" x 14"14" x 1" x 14"14" x 3/4" x 14"14" x 1" x 14"14" x 1" x 14"14" x 1" x 14"14" x 3/4" x 14"14" x 1" x 14"14" x 1" x 14"14" x 1" x 14"14" x 1" x 14"------16" x 1" x 14"18" x 1" x 14" 17" x 1 1/4" x 17"18" x 1" x 14"18" x 1" x 14"18" x 1" x 14"18" x 1 1/4" x 14"18" x 1" x 14"18" x 1 1/4" x 14"18" x 1 1/4" x 14"18" x 1" x 14"14" x 1" x 14"14" x 1" x 14"14" x 1" x 14"14" x 3/4" x 14"14" x 1" x 16"
14" x 1" x 16"14" x 1" x 16"
13" x 3/4" x 13"16" x 1" x 16" 18" x 1" x 18" 18" x 1" x 18" 18" x 1" x 18" 16" x 1" x 16" 14" x 3/4" x 14" 14" x 3/4" x 14"13" x 3/4" x 13"13" x 3/4" x 13"14" x 3/4" x 14"14" x 1" x 14" 14" x 1" x 14"14" x 3/4" x 14"14" x 3/4" x 14"14" x 1" x 14" 14" x 1" x 14"14" x 3/4" x 14"14" x 3/4" x 14"18" x 1" x 18"13" x 3/4" x 13"13" x 3/4" x 13" 13" x 3/4" x 13"13" x 3/4" x 13" 13" x 3/4" x 13"16" x 1" x 16" 14" x 1" x 14" 16" x 1" x 16" 16" x 1" x 16" 14" x 1" x 14" 16" x 1" x 16"
TYPICAL
D/S-5.00
L/S-5.00 ---TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL --- TYPICAL --- A/S-5.00 A/S-5.00 TYPICAL TYPICAL TYPICAL --- TYPICAL --- TYPICAL TYPICAL P/S-5.00 A/S-5.00 TYPICAL
TYPICAL TYPICAL
E/S-5.00
TYPICAL TYPICAL TYPICAL
TYPICAL
---
TYPICALTYPICALTYPICALTYPICALJ/S-5.00J/S-5.00TYPICALTYPICALTYPICALTYPICALTYPICALTYPICAL------N/S-5.00M/S-5.00C/S-5.00TYPICALTYPICALTYPICALK/S-5.00TYPICALK/S-5.00TYPICALTYPICALTYPICALTYPICALTYPICALTYPICALQ/S-5.00
A/S-5.00A/S-5.00
TYPICAL TYPICAL H/S-5.00 G/S-5.00 F/S-5.00 TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL E/S-5.00 E/S-5.00 TYPICAL TYPICAL E/S-5.00 E/S-5.00 TYPICAL TYPICAL E/S-5.00 TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL
TYPICAL E/S-5.00 TYPICAL TYPICAL E/S-5.00 TYPICALW 8 x 58HSS 6 x 6 x 3/86' - 9"6' - 9"
71 kips
160 kips
76 kips ---
---121 kips 29 kips 84 kips 37 kips 67 kips ---124 kips --- 112 kips 109 kips 50 kips 42 kips 77 kips --- 120 kips --- 78 kips 45 kips 89 kips 142 kips 47 kips
39 kips 42 kips
65 kips
14 kips 28 kips 17 kips
39 kips
---
---
127 kips 119 kips
97 kips 86 kips 31 kips 27 kips 40 kips 102 kips 178 kips 240 kips 106 kips 168 kips 88 kips 155 kips 96 kips 165 kips 180 kips 132 kips --- --- 93 kips 44 kips 40 kips 43 kips 51 kips 36 kips 40 kips 41 kips 74 kips 79 kips 85 kips 94 kips
---
0"
23 kips 27 kips 126 kips 59 kips 127 kips 27 kips 61 kips 22 kips 20 kips 19 kips 32 kips 77 kips 70 kips 35 kips 42 kips 68 kips 70 kips 38 kips 29 kips 74 kips 14 kips 20 kips 22 kips 18 kips 18 kips
28 kips 89 kips 27 kips 27 kips 88 kips 29 kipsW 8 x 676' - 9"HSS 6 x 4 x 3/87' - 6 1/2"
---
---
---AESS 1 HRHSS 6 x 4 x 3/87' - 6 1/2"
---
---
---AESSAESSAESSAESSAESSAESSAESSAESSAESSAESSAESSAESS1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HRFP-1FP-11 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HR1 HRGRID REFERENCE
PLAN DETAIL
BASEPLATE SIZE
GRID REFERENCE
C O L U M N S C H E D U L E - A R E A B
PLAN DETAIL
BASEPLATE SIZE
GRID REFERENCE
PLAN DETAIL
BASEPLATE SIZE
SERVICE LOADS
GRID REFERENCE
PLAN DETAIL
BASEPLATE SIZE
GRID REFERENCE
PLAN DETAIL
BASEPLATE SIZE
GRID REFERENCE
PLAN DETAIL
BASEPLATE SIZE
SERVICE LOADS
SERVICE LOADS SERVICE LOADS
SERVICE LOADS SERVICE LOADS
1 1 1 1 1 11
1
1
1
1 1 1
1
1
1
1
1
1
1
1
1
1
1 1 1
1
1 1
1
1
1
1 1
1 1
1
1 1
1
1 1 1
W14W16 W12 W16
1
111 1
1 1 1 1 1 1
1 1 1
W14
1 1 1 1 1
1
W18 W18
1 1
W18 W18
1 1
W14 W14 W14
1 1 1
1
1 1 1 1
1 1
1 1 1
1 1
W16 W14
1
1
1 1
1 1 1 1 1 1 1 1 1 1
1
1
1
1 1
1
W21
W24
1
1
1
1
1
W12
1 1 1
1
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/26/2021 5:25:41 PMC:\Users\ENG-03\Documents\17030_s19_kbrown@girardco.com.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-5.02
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
COLUMN SCHEDULE
AREA - B
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1 03-01-21 Addendum No. 8
1
FIRST FLOOR SLAB FIRST FLOOR SLAB
0' - 0"0' - 0"
T.STEEL 2ND FLOOR T.STEEL 2ND FLOOR
12' - 11"12' - 11"
T. STEEL CLASSROOM ROOF T. STEEL CLASSROOM ROOF
27' - 2 1/2"27' - 2 1/2"
Column Locations A-d2 A-d4 A-d6 A-d8 A-d11 A-d15 A-d17 A-d19 A-d21 A-d23 A-d25 B-d2 B-d4 B-d6 B-d8 B-d11 B-d15 B-d17 B-d19 B-d21 B-d23 B-d25 B.4-d2 B.5-d24
FIRST FLOOR SLAB FIRST FLOOR SLAB
0' - 0"0' - 0"
T.STEEL 2ND FLOOR T.STEEL 2ND FLOOR
12' - 11"12' - 11"
T. STEEL CLASSROOM ROOF T. STEEL CLASSROOM ROOF
27' - 2 1/2"27' - 2 1/2"
Column Locations C-d1 C-d3 C-d5 C-d8 C-d10 C-d14 C-d16 C-d18 C-d20 C-d22 C-d24 D-d1 D-d3 D-d5 D-d9 D-d10 D-d12 D-d14 D-d16 D-d18 D-d20 D-d22 D-d24HSS 6 x 6 x 1/2HSS 10 x 6 x 5/8HSS 10 x 6 x 5/8HSS 6 x 6 x 1/2HSS 10 x 6 x 5/8HSS 10 x 6 x 5/8HSS 10 x 6 x 5/8HSS 6 x 6 x 1/2HSS 10 x 6 x 5/8HSS 10 x 6 x 5/8HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 3/8HSS 6 x 6 x 1/2HSS 6 x 6 x 3/8HSS 6 x 6 x 3/8HSS 6 x 6 x 3/8HSS 6 x 6 x 3/8HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 5/16HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 3/8HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 3/8HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 5/16HSS 10 x 6 x 5/8HSS 10 x 6 x 5/8HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 10 x 6 x 5/8HSS 10 x 6 x 5/8HSS 6 x 6 x 5/16HSS 6 x 6 x 1/2HSS 10 x 6 x 5/8HSS 10 x 6 x 5/8HSS 6 x 6 x 5/16HSS 6 x 6 x 1/20"0"1 1/2"1 1/2"0"0"0"1 1/2"1 1/2"0"0"-8"-8"-8"-8"-8"-8"-8"-8"-8"-8"-8"-6 1/2"
-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"
-8"
-8"-8"-8"-8"-8"-8"-8"-8"-8"-8"-8"0"0"0"
0"
0"0"0"0"0"0"
-10"
-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"HSS 10 x 6 x 5/80"
14" x 1" x 16" 18" x 1" x 14" 18" x 1" x 14" 14" x 1" x 16" 18" x 1" x 14" 18" x 1" x 14" 18" x 1" x 14" 14" x 3/4" x 14" 18" x 1" x 16" 18" x 1" x 14" 14" x 1" x 16" 14" x 1" x 16" 14" x 1 1/4" x 14" 14" x 1" x 14" 14" x 1" x 16" 14" x 1 1/4" x 14"14" x 1 1/4" x 14"14" x 1 1/4" x 14" 14" x 1" x 14" 14" x 1" x 16" 14" x 1 1/4" x 14" 14" x 1" x 16" 14" x 3/4" x 14" 14" x 3/4" x 14"
18" x 3/4" x 14"18" x 1" x 14"14" x 1" x 16"14" x 3/4" x 14"18" x 1" x 14"18" x 1" x 14"---14" x 1" x 14"14" x 3/4" x 14"14" x 1" x 16"18" x 1" x 14"18" x 3/4" x 14"14" x 3/4" x 14"14" x 1 1/4" x 14"14" x 1" x 16"14" x 1" x 14"14" x 1" x 14"14" x 1 1/4" x 14"14" x 1" x 14"14" x 1" x 14"14" x 1" x 16"14" x 1 1/4" x 14"14" x 3/4" x 14"
0"
-10"HSS 6 x 6 x 1/2A/S-5.00 TYPICAL C/S-5.00 A/S-5.00 TYPICAL TYPICAL TYPICAL TYPICAL B/S-5.00 TYPICAL A/S-5.00 A/S-5.00 TYPICAL TYPICAL A/S-5.00 TYPICAL TYPICAL TYPICAL TYPICAL A/S-5.00 TYPICAL A/S-5.00 TYPICAL TYPICAL
TYPICAL TYPICAL A/S-5.00 TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL A/S-5.00 TYPICAL TYPICAL D/S-5.00 TYPICAL A/S-5.00 TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL A/S-5.00 TYPICAL C/S-5.00---
133 kips67 kips 88 kips 121 kips 117 kips 127 kips 116 kips 120 kips 88 kips 132 kips 66 kips 92 kips 190 kips 138 kips 148 kips 172 kips 173 kips 172 kips
116 kips135 kips---84 kips75 kips124 kips132 kips67 kips80 kips186 kips173 kips119 kips172 kips185 kips157 kips122 kips188 kips185 kips69 kips 73 kips 116 kips 133 kips 66 kips
17 kips17 kips83 kips170 kips138 kips165 kips
0"
FIRST FLOOR SLAB FIRST FLOOR SLAB
0' - 0"0' - 0"
T.STEEL 2ND FLOOR T.STEEL 2ND FLOOR
12' - 11"12' - 11"
T. STEEL CLASSROOM ROOF T. STEEL CLASSROOM ROOF
27' - 2 1/2"27' - 2 1/2"
Column Locations c1-G c1-H c2-E c2-F c2-F.4 c3-G c3-H c4-E c4-F c5-G c5-H c6-E c6-F c7-G c7-H c8-E c8-F c9-E c9-F c9-G c9-H c11-G c11-H c12-E c12-F c13-G c13-H c13.9-E c14-E
FIRST FLOOR SLAB FIRST FLOOR SLAB
0' - 0"0' - 0"
T.STEEL 2ND FLOOR T.STEEL 2ND FLOOR
12' - 11"12' - 11"
T. STEEL CLASSROOM ROOF T. STEEL CLASSROOM ROOF
27' - 2 1/2"27' - 2 1/2"
Column Locations c14-F c15-G c15-H c16-E c16-F c17-G c17-H c18-E c18-F c19-G c19-H c20-E c20-F c21-F.5 c21-G c21-H c22-E c22-F C115-D.1 C115-D.3 C115-D.7 C116-D.1 C116-D.3 C116-D.7 D.1-II D.1-JJ D.5-II D.5-JJHSS 10 x 6 x 5/8HSS 10 x 6 x 5/8HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 10 x 6 x 5/8HSS 10 x 6 x 5/8HSS 10 x 6 x 5/8HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 10 x 6 x 5/8HSS 10 x 6 x 5/8HSS 6 x 6 x 5/16HSS 6 x 6 x 1/2HSS 6 x 6 x 5/16HSS 6 x 6 x 1/2HSS 10 x 6 x 5/8HSS 6 x 6 x 1/2HSS 10 x 6 x 5/8HSS 10 x 6 x 5/8HSS 10 x 6 x 5/8HSS 6 x 6 x 1/2HSS 10 x 6 x 5/8HSS 10 x 6 x 5/8HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 5/16HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 5/16HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 3/8HSS 6 x 6 x 3/8HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 3/8HSS 6 x 6 x 3/8HSS 6 x 6 x 3/8HSS 6 x 6 x 1/2HSS 6 x 6 x 3/8HSS 6 x 6 x 1/2HSS 10 x 6 x 5/8HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 5/16HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2HSS 6 x 6 x 1/2-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"
-8"-8"0"0"-8"-8"0"0"-8"-8"0"0"-8"-8"0"-8"0"-8"-9"0"-9"0"0"0"0"-6"-6"
-8"0"0"-8"-8"-8"0"0"-8"-8"0"0"-8"-8"0"0"-8"0"-8"-8"0"-8"0"0"-8"-8"0"
0"
-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"-10"
0"HSS 6 x 6 x 1/214" x 1" x 16" 14" x 1" x 16" 18" x 1" x 14" 14" x 3/4" x 14" 14" x 3/4" x 14" 14" x 1" x 14" 18" x 1" x 14"18" x 1" x 14" 14" x 1" x 14" 14" x 1" x 14" 18" x 1" x 14" 14" x 1" x 16" 14" x 1" x 16" 14" x 1" x 16" 14" x 1" x 16" 14" x 1" x 14" 14" x 3/4" x 14" 18" x 1" x 14" 14" x 1" x 14" 14" x 1" x 14" 18" x 1" x 14" 14" x 1" x 14" 18" x 1" x 14" 18" x 1" x 14" 14" x 1" x 14" 14" x 1" x 14" 18" x 1" x 14" 18" x 1" x 14"---
14" x 3/4" x 14"14" x 1" x 14"14" x 3/4" x 14"14" x 1" x 14"14" x 1" x 14"14" x 1" x 14"14" x 1" x 14"14" x 1" x 14"14" x 1" x 14"14" x 3/4" x 14"18" x 1" x 14"14" x 1" x 16"14" x 1" x 16"14" x 3/4" x 14"14" x 1" x 14"18" x 1" x 14"18" x 1" x 14"14" x 1" x 14"14" x 1" x 16"14" x 1" x 16"18" x 1" x 14"14" x 1" x 14"14" x 1" x 14"14" x 1" x 14"14" x 1" x 16"14" x 1" x 16"14" x 1" x 14"
TYPICALTYPICALTYPICALTYPICALTYPICALTYPICALTYPICALTYPICALTYPICALTYPICALC/S-5.00A/S-5.00A/S-5.00TYPICALTYPICALTYPICALTYPICALTYPICALA/S-5.00A/S-5.00TYPICALTYPICALTYPICALTYPICALA/S-5.00A/S-5.00TYPICAL
A/S-5.00 A/S-5.00 TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL A/S-5.00 A/S-5.00 A/S-5.00 A/S-5.00 TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL --- TYPICAL
175 kips 173 kips 118 kips 95 kips 127 kips 137 kips 77 kips 120 kips 182 kips 183 kips 139 kips 139 kips 175 kips 18 kips 103 kips 74 kips 60 kips 70 kips 81 kips 66 kips 89 kips48 kips 72 kips 51 kips 50 kips 77 kips 88 kips
91 kips 72 kips 61 kips 82 kips 18 kips 181 kips 141 kips 139 kips 186 kips 138 kips 77 kips 135 kips 183 kips 161 kips 120 kips 79 kips 158 kips108 kips 176 kips 175 kips 111 kips 175 kips 137 kips 122 kips 191 kips 175 kips 113 kips --- 124 kips
HSS 6 x 6 x 1/248 kips
TYPICAL
14" x 1" x 14"
-10"
0"
0"
GRID REFERENCE
PLAN DETAIL
BASEPLATE SIZE
GRID REFERENCE
C O L U M N S C H E D U L E - A R E A C
PLAN DETAIL
BASEPLATE SIZE
GRID REFERENCE
PLAN DETAIL
BASEPLATE SIZE
GRID REFERENCE
PLAN DETAIL
BASEPLATE SIZE
SERVICE LOADS SERVICE LOADS
SERVICE LOADSSERVICE LOADS 1
1 1
1
1 1 1
1
1
1
1
1 1
11
1
1
1 1 1
1
1 1 1 1
REFERENCE ELEVATION AT TOP
OF COLUMN CAP PLATE
COLUMN CAP PLATE
STEEL COLUMN, SEE
SCHEDULE FOR SIZE
REFERENCE ELEVATION AT
BOTTOM OF COLUMN BASE PLATE
COLUMN BASE PLATE SET ON NON-
SHRINK GROUT, SEE SCHEDULE FOR SIZE
CONCRETE PIER OR FOOTINGELEV. = See Schedule
Reference Level Name
ELEV. = See Schedule
C O L U M N S I Z ECOLUMN SIZE, SEE SCHEDULE
**"
**"
TOP OF COLUMN ELEVATION
MEASURED FROM REFERENCE LEVEL
BOTTOM OF BASEPLATE
ELEVATION MEASURED FROM
TOP OF 1ST FLOOR SLAB
CL
(+)
(-)
(+)
(-)
Reference Level Name
C O L U M N S C H E D U L E G R A P H I C A L L E G E N D
NOT TO SCALE * HRCOLUMN RATING FOR SPRAY
APPLIED FIREPROOFING IF
REQUIRED.
ALL COLUMN ENDS AT CAP AND BASE PLATES, AND COLUMN SPLICES, TO BE MILLED ENDS
TYPICAL. NO EXCEPTIONS.
STEEL FABRICATOR TO PROVIDE MASONRY TIE ANCHORS WELDED TO ALL COLUMN FACES
WHERE MASONRY IS ADJACENT TO OR BUTTS AGAINST COLUMN FACES. REFER TO
ARCHITECTURAL DRAWINGS FOR LOCATIONS.
COLUMN BASES TO BE DRY PACKED SOLID UNDER BASE PLATES WITH 2" MINIMUM 5,000 p.s.i.
NON-SHRINK GROUT AFTER STEEL HAS BEEN PLUMBED AND LEVELED.
ANCHOR RODS TO BE MANUFACTURED FROM A.S.T.M. F1554 GRADE 36 UNLESS NOTED
OTHERWISE IN PLAN DETAILS. ANCHOR ROD SIZES SHALL BE PROVIDED AS FOLLOWS
UNLESS PLAN DETAILS INDICATE OTHERWISE.
BASE PLATE ELEVATIONS GIVEN ARE TO BOTTOM OF BASE PLATE RELATIVE TO GROUND
FLOOR SLAB ELEVATION 0'-0"
CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY LATERAL SUPPORT TO THE STEEL
FRAMING DURING CONSTRUCTION. THE TEMPORARY BRACING SHALL NOT BE REMOVED
UNTIL ALL COLUMN SPLICES, FRAME MOMENT CONNECTIONS, AND STEEL DECK HAVE BEEN
COMPLETELY INSTALLED AND ACCEPTED.
ERECTION TOLERANCES OF ALL COLUMNS AND FRAMING MEMBERS SHALL BE IN
ACCORDANCE WITH ALL A.I.S.C. STANDARDS AND PROJECT SPECIFICATIONS.
COLUMN BASES TO BE SET ON LEVELING NUTS AND WASHERS UNLESS NOTED OTHERWISE.
C O L U M N S C H E D U L E N O T E S
STRUCTURAL STEEL WIDE FLANGE (WF) COLUMNS TO BE ASTM A-992, Fy=50.0 k.s.i.
STRUCTURAL HSS TUBING TO BE A.S.T.M. A-500, GRADE 'B' STEEL, Fy=46.0 k.s.i.
PROVIDE 3/8" THICK SEAL WELDED CLOSURE PLATE ON TOP OF ALL HSS COLUMNS TYPICAL
UNLESS NOTED OTHERWISE.
4.
11.
9.
6.
7.
8.
5.
10.
3.
1.
2.
TOP OF COLUMN ELEVATIONS GIVEN ARE TO TOP OF CAP OR COLUMN AT CENTERLINES
RELATIVE (+/-) TO THE LEVEL REFERENCED IN THE SCHEDULE.
WF
HSS (4) - 3/4" HEADED ANCHOR ROD, EMBED 12".
COLUMNS DESIGNATED AS TYPE "OH", "OS", OR "SS" INDICATE THE LOCATION OF
PREFABRICATED BUILDING COLUMNS. REFER TO PROJECT SPECIFICATION SECTION 05 1200.
12.
(4) - 3/4" HEADED ANCHOR ROD, EMBED 12".
GRID REFERENCE
PLAN DETAIL
BASEPLATE SIZE
GRID REFERENCE
C O L U M N S C H E D U L E - A R E A D
PLAN DETAIL
BASEPLATE SIZE
GRID REFERENCE
PLAN DETAIL
BASEPLATE SIZE
GRID REFERENCE
PLAN DETAIL
BASEPLATE SIZE
SERVICE LOADS
SERVICE LOADS SERVICE LOADS
SERVICE LOADS
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/26/2021 5:25:41 PMC:\Users\ENG-03\Documents\17030_s19_kbrown@girardco.com.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-5.03
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
COLUMN SCHEDULE
AREA - C AND D
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1 03-01-21 Addendum No. 8
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
d1 d3 d5
d10
d14 d16 d18 d22 d24d20
30'-8 3/4"30'-8"26'-8 1/4"26'-1 3/4"20'-6"32'-1"29'-3" 12'-0" 30'-8"30'-8 3/4"HSS 10 x 6 x 5/8HSS 6 x 3 x 5/16HSS 6 x 3 x 5/16HSS 10 x 6 x 5/8HSS 6 x 3 x 5/16HSS 6 x 3 x 5/16HSS 6 x 6 x 1/2HSS 6 x 6 x 5/16HSS 10 x 6 x 5/8HSS 10 x 6 x 5/8HSS 6 x 6 x 1/2HSS 6 x 3 x 5/16HSS 6 x 3 x 5/16HSS 10 x 6 x 5/8HSS 6 x 3 x 5/16HSS 10 x 6 x 5/8W 1 8 x 4 0
W 2 1 x 4 4
W 1 8 x 4 0
W 2 1 x 4 4
W 1 8 x 4 0
W 2 1 x 4 4 W 2 1 x 4 4
W 1 8 x 4 0 W 1 8 x 4 0
W 2 4 x 5 5
W 1 8 x 4 6
W 2 1 x 4 8
W 1 8 x 4 0
W 2 1 x 4 4 W 1 8 x 3 5
W 1 8 x 3 5 W 1 8 x 4 0
W 2 1 x 4 4
W 1 8 x 4 0
W 2 1 x 4 4HSS 6 x 3 x 5/16HSS 6 x 3 x 5/16HSS 6 x 3 x 5/16HSS 6 x 3 x 5/16HSS 6 x 3 x 5/16HSS 6 x 3 x 5/16HSS 6 x 3 x 5/16HSS 6 x 3 x 5/16HSS 6 x 3 x 5/162
S-3.11
HSS 6x5x5/16HSS 6x5x5/16 HSS 6x5x5/16 HSS 6x5x5/16
HSS 6x5x5/16HSS 6x5x5/16 HSS 6x5x5/16 HSS 6x5x5/16
HSS 6 x 6 x 1/2HSS 10 x 6 x 5/8HSS 6 x 6 x 1/2HSS 6 x 3 x 5/16d9 d12
HSS 8x3x1/4HSS 8x3x1/4 HSS 8x3x1/4 HSS 8x3x1/4
L4x4x1/4L4x4x1/4L4x4x1/4L4x4x1/4
COORDINATE HSS POST LOCATIONS "A"
WITH ARCHITECTURAL WINDOW LOCATIONS
AND DETAILS. TYPICAL AT ALL LOCATIONS."A" "A"
3
S-3.11
"A" "A""A" "A""A" "A"
HSS 6x5x5/16HSS 6x5x5/16HSS 6x5x5/16HSS 6x5x5/16HSS 6x5x5/16HSS 6x5x5/16HSS 6x5x5/16HSS 6x5x5/16HSS 6x5x5/16
HSS 6x5x5/16
HSS 6x5x5/16HSS 6x5x5/16HSS 6x5x5/16HSS 6x5x5/16HSS 6x5x5/16HSS 6x5x5/16
HSS 6 x 3 x 5/16HSS 6 x 3 x 5/16HSS 6 x 3 x 5/16HSS 6 x 3 x 5/167'-11" 21'-4"
15'-11 3/4" 15'-0" 15'-8"
17'-7" 14'-6"
HSS 6x5x5/16 HSS 6x5x5/16 HSS 6x5x5/16 HSS 6x5x5/16 HSS 6x5x5/16
HSS 6 x 3 x 5/16HSS 6x5x5/16
HSS 6 x 3 x 5/16HSS 6x5x5/16 HSS 6x5x5/16 HSS 6x5x5/16
HSS 6 x 3 x 5/16HSS 6x5x5/16 HSS 6x5x5/16
HSS 6 x 3 x 5/16HSS 6x5x5/16 HSS 6x5x5/16 HSS 6x5x5/16 HSS 6x5x5/16
13'-11 1/4" 12'-9"13'-2 1/4" 12'-11 1/2"
30'-8"
L4x4x1/4
"A" 8'-11"
L4x4x1/4 L4x4x1/4
1
1
1 1
1
1
1
1
11
1
1
1 1
11
1
1
1
1 1
1 1
1
1
1
1
1
1
1
1
1 1
11
1
1
1
1
FIRST FLOOR SLAB
ELEV. = 0' - 0"
T. STEEL CLASSROOM ROOF
ELEV. = 27' - 2 1/2"
T.STEEL 2ND FLOOR
ELEV. = 12' - 11"
c1 c3 c5 c7 c9 c11 c13 c15 c17 c19 c21
30'-8 3/4"30'-8" 12'-0" 30'-8"30'-8"30'-8"30'-8" 12'-0" 30'-8"30'-8 3/4"
W 2 1 x 5 0
W 1 8 x 4 0
W 2 1 x 5 0
W 1 8 x 4 0 W 1 8 x 3 5
W 2 1 x 4 4 W 2 1 x 4 4
W 1 8 x 4 0
W 2 1 x 5 0
W 1 8 x 4 0 W 1 8 x 4 6
W 2 1 x 5 0 W 2 1 x 4 4
W 1 8 x 4 0 W 1 8 x 3 5
W 2 1 x 4 4 W 2 1 x 5 0
W 1 8 x 4 0
W 2 1 x 5 0
W 1 8 x 4 0
HSS 6 x 6 x 1/2HSS 6 x 3 x 5/16HSS 6 x 3 x 5/16HSS 6 x 3 x 5/16HSS 6 x 3 x 5/16HSS 10 x 6 x 5/8HSS 6 x 6 x 1/2HSS 10 x 6 x 5/8HSS 6 x 3 x 5/16HSS 10 x 6 x 5/8HSS 6 x 3 x 5/16 HSS 6 x 3 x 5/16HSS 6 x 3 x 5/16HSS 6 x 3 x 5/16HSS 10 x 6 x 5/8HSS 6 x 6 x 1/2HSS 10 x 6 x 5/8HSS 6 x 3 x 5/16HSS 6 x 3 x 5/16HSS 6 x 3 x 5/16HSS 6 x 3 x 5/16HSS 10 x 6 x 5/8HSS 6 x 3 x 5/16HSS 6 x 3 x 5/16HSS 6 x 3 x 5/16HSS 6 x 3 x 5/16HSS 6 x 6 x 1/2HSS 10 x 6 x 5/8HSS 6 x 3 x 5/16HSS 6 x 3 x 5/16HSS 6 x 3 x 5/16HSS 6 x 3 x 5/16HSS 6 x 3 x 5/16HSS 6 x 3 x 5/16HSS 6 x 3 x 5/16HSS 6 x 3 x 5/16HSS 6 x 3 x 5/16HSS 6x5x5/16
HSS 6x5x5/16 HSS 6x5x5/16 HSS 6x5x5/16 HSS 6x5x5/16 HSS 6x5x5/16
HSS 6x5x5/16
HSS 6x5x5/16
HSS 6x5x5/16
HSS 6x5x5/16
HSS 6x5x5/16
HSS 6x5x5/16HSS 6x5x5/16 HSS 6x5x5/16 HSS 6x5x5/16
HSS 6 x 3 x 5/16HSS 6x5x5/16
HSS 6x5x5/16
HSS 6x5x5/16 HSS 6x5x5/16
HSS 6x5x5/16
HSS 6x5x5/16 HSS 6x5x5/16 HSS 6x5x5/16 HSS 6x5x5/16
HSS 6x5x5/16
HSS 6x5x5/16 HSS 6x5x5/16
HSS 6x5x5/16
HSS 6x5x5/16
HSS 6x5x5/16
HSS 6x5x5/16
HSS 6x5x5/16HSS 6x5x5/16
HSS 6x5x5/16
HSS 6x5x5/16HSS 6x5x5/16HSS 6x5x5/16HSS 6x5x5/16
HSS 6x5x5/16
HSS 6x5x5/16HSS 6x5x5/16
HSS 6x5x5/16
HSS 6x5x5/16HSS 6x5x5/16
L4x4x1/4L4x4x1/4L4x4x1/4L4x4x1/4L4x4x1/4L4x4x1/4
HSS 8x3x1/4HSS 8x3x1/4HSS 8x3x1/4HSS 8x3x1/4HSS 8x3x1/4HSS 8x3x1/4HSS 8x3x1/4
HSS 6x5x5/16
"A" "A""A" "A""A" "A""A" "A""A" "A""A" "A""A" "A"
COORDINATE HSS POST LOCATIONS "A"
WITH ARCHITECTURAL WINDOW LOCATIONS
AND DETAILS. TYPICAL AT ALL LOCATIONS.
3
S-3.11
HSS 6 x 3 x 5/16HSS 6 x 3 x 5/16EQ EQ
"A" "A"EQ EQ EQ EQ
1
1
1 1 1 1
1
1 1
1
1 1
1
1 1
1
1 1
1
1 1
1
1
1
1
11
1
1111
1
11
1
1111
1
11
1
1
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/8" = 1'-0"2/26/2021 5:25:42 PMC:\Users\ENG-03\Documents\17030_s19_kbrown@girardco.com.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-6.00
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
BUILDING ELEVATIONS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
S-6.001/8" = 1'-0"
2SOUTH BUILDING ELEVATION AREA - D
S-6.001/8" = 1'-0"
1SOUTH BUILDING ELEVATION AREA - C
NOTE:
THE ELEVATIONS SHOWN ON THIS SHEET ARE INTENDED TO DEPICT THE SUPPORT FRAMING FOR THE EXTERIOR
COLD FORMED STEEL FRAMED CURTAIN WALL AND WINDOW SYSTEMS ONLY. REFER TO FULL EXTENT OF
STRUCTURAL DRAWINGS INCLUDING ALL PLANS, SECTIONS, AND DETAILS FOR ADDITIONAL FRAMING PIECES
INCLUDING, BUT NOT LIMITED TO, STEEL SUPPORT FOR MASONRY AND PRECAST CONCRETE VENEER ELEMENTS.
1 03-01-21 Addendum No. 8
TYPICAL
U
W 10 x 112W 10 x 112T.STEEL AUDITORIUM
ELEV. = 32' - 6"
S-6.03
4
88'-9 3/4"
5'-5" 5'-5" 5'-5" 5'-5" 5'-5" 5'-5" 5'-5" 6'-10" 6'-0" 6'-0"5'-4" 5'-4" 5'-4" 5'-4" 5'-4" 5'-4 3/4"
2L4x3x3/8 LLBB
(+) 100 kips
(+) 120 kips
2L4x3x3/8 LLBB
2L4x3x3/8 LLBB
2L4x3x3/8 LLB
B
2L4x3x3/8
LLB
B
2
L4x3x3/8 LL
B
B
2L
4
x3x
3/8 LL
B
B
2L4x3x3/8 LLBB
(+) 80 kips
(+) 60 kips
(+) 4
5 kips
(+) 3
0 kips
(+) 1
5 kip
s
(-) 5 kips
2L4x3x3/8 LLBB(-) 80 kips2L4x3x3/8 LLBB(-) 70 kips2L4x3x3/8 LLBB(-) 55 kips2L4x3x3/8 LLBB(-) 45 kips2L4x3x3/8 LLBB(-) 30 kips2L4x3x3/8 LLBB(-) 20 kips2L4x3x3/8 LLBB(-) 10 kips2L4x3x3/8 LLBB(+) 5 kips2L4x3x3/8 LLBB(-) 5 kips2L4x3x3/8 LLBB
(+) 15 kips2L4x3x3/8 LLBB(+) 30 kips2L4x3x3/8 LLBB(+) 45 kips2L4x3x3/8 LLBB(+) 60 kips2L4x3x3/8 LLBB(+) 80 kips2L4x3x3/8 LLBB(+) 100 kips2L4x3x3/8 LLBB
(+) 1 2 0 kips2L4x3x3/8 LLBB(-) 10 kips2L4x3x3/8 LLBB(+) 20 kips2L4x3x3/8 LLBB(-) 35 kips2L4x3x3/8 LLBB(-) 55 kips2L4x3x3/8 LLBB(-) 70 kips2L4x3x3/8 LLBB(-) 80 kips2L4x3x3/8 LLBB(-) 45 kips(-) 70 kips (-) 140 kips (-) 195 kips (-) 235 kips (-) 265 kips (-) 285 kips (-) 290 kips (-) 290 kips (-) 290 kips (-) 290 kips (-) 285 kips (-) 265 kips (-) 235 kips (-) 190 kips (-) 135 kips (-) 65 kips
(-) 30 kips (+) 65 kips (+) 135 kips (+) 190 kips (+) 235 kips (+) 260 kips (+) 290 kips (+) 290 kips (+) 290 kips (+) 280 kips (+) 260 kips (+) 230 kips (+) 190 kips (+) 130 kips (+) 60 kips (-) 30 kips
WT 10.5 x 55.5 CONTINUOUS
WT 9 x 59.5 CONTINUOUS .1 1/2" BOTTOM CHORD CAMBER.1 1/2" TOP CHORD CAMBER
AUDITORIUM ROOF RIDGE
ELEV. = 33' - 4"
BOTTOM OF ROOF TRUSS
ELEV. = 27' - 0"
U
T.STEEL AUDITORIUM
ELEV. = 32' - 6"
85'-6 1/2"
5'-5" 5'-5" 5'-5" 5'-5" 5'-5" 5'-5" 5'-5" 6'-10" 6'-0" 6'-0"5'-9" 5'-9" 5'-9" 5'-9" 5'-9 1/2"
2L4x3x3/8 LLBB
(+) 100 kips
2L
4x3x3/8 LLB
B
(+) 8
0 kips
2
L4
x3
x3/8 LL
B
B
(+) 6
5 kip
s
2
L
4
x
3
x
3/8 LLB
B
(+) 5
0 kips
2
L
4
x
3
x
3
/
8 LL
B
B
(+) 3
5 kip
s
2
L
4
x
3
x
3
/
8 LL
B
B
(+) 2
5 kip
s
2
L
4
x
3
x
3
/
8 LL
B
B
(+) 1
0 kip
s
2L4x3x3/8 LLB
B
(-) 5 kips
2L4x3x3/8 LLBB(-) 70 kips2L4x3x3/8 LLBB(-) 60 kips2L4x3x3/8 LLBB(-) 50 kips2L4x3x3/8 LLBB(-) 40 kips2L4x3x3/8 LLBB(-) 30 kips2L4x3x3/8 LLBB(-) 20 kips2L4x3x3/8 LLBB(-) 10 kips2L4x3x3/8 LLBB(+) 5 kips2L4x3x3/8 LLBB(-) 15 kips2L4x3x3/8 LLBB(-) 25 kips2L4x3x3/8 LLBB(-) 35 kips2L4x3x3/8 LLBB(-) 50 kips2L4x3x3/8 LLBB(-) 60 kips2L4x3x3/8 LLBB(-) 70 kips2L4x3x3/8 LLBB(+) 5 kips2L4x3x3/8 LLBB(+) 20 kips2L4x3x3/8 LLBB(+) 35 kips2L4x3x3/8 LLBB(+) 50 kips2 L 4 x 3 x 3 /8 L L B B
(+) 65 kips2L4x3x3/8 LLBB(+) 80 kips2L4x3x3/8 LLBB(+) 100 kipsWT 10.5 x 41.5 CONTINUOUS WT 10.5 x 41.5 CONTINUOUS
WT 9 x 35.5 CONTINUOUS
(-) 20 kips (+) 50 kips (+) 105 kips (+) 145 kips (+) 180 kips (+) 200 kips (+) 215 kips (+) 220 kips (+) 215 kips (+) 205 kips (+) 185 kips (+) 150 kips (+) 110 kips (+) 55 kips (-) 20 kips
(-) 60 kips(-) 115 kips(-) 155 kips(-) 185 kips(-) 205 kips(-) 215 kips(-) 220 kips(+) 220 kips(+) 220 kips(+) 215 kips(+) 205 kips(+) 180 kips(+) 150 kips(+) 105 kips(-) 55 kips
STEEL FILLER PLATE SNUG TIGHT BOLTED OR
WELDED AT MIDSPAN OF COMPRESSION
MEMBERS. TYPICAL WHERE INDICATED BY
BOTTOM OF ROOF TRUSS
ELEV. = 26' - 0"
AUDITORIUM ROOF RIDGE
ELEV. = 33' - 4"
U
T.STEEL AUDITORIUM
ELEV. = 32' - 6"
5'-5" 5'-5" 5'-5" 5'-5" 5'-5" 5'-5" 5'-5" 6'-10"6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-1 1/2"
92'-10 1/2"
2L5x3x1/2 LLBB 2L4x3x3/82L5x3x1/2 LLBB
2L4x3x1/2 LLBB
2L4x3x3/8 LLBB
2L4x3x3/8 LLBB
2L4x3x3/8 LLBB
2L4x3x3/8 LLBB
2L4x3x3/8 LLBB 2 L4 x3 x 3 /8 LLB B
2 L 4 x3 x3 /8 LL B B
2 L 4 x 3 x 3 /8 L L B B
2 L 4 x 3 x 3 /8 L L B B
2 L 4 x 3 x 3 /8 L L B B
2 L 5 x 3 x 1 /2 L L B B
2 L 6 x 4 x 1 /2 L L B B
2L 6x 4 x 1/2 L L B B
BOTTOM OF ROOF TRUSS
ELEV. = 28' - 6".3" BOTTOM CHORD CAMBER
W 10 x 112W 10 x 112LLBB2L4x3x3/8LLBB2L4x3x3/8LLBB2L4x3x3/8LLBB2L4x3x3/8LLBB2L4x3x3/8LLBB2L4x3x3/8LLBB2L4x3x3/8 LLBB2L4x3x3/8LLBB2L4x3x3/8LLBB2L4x3x3/8LLBB2L4x3x3/8LLBB2L4x3x3/8LLBB2L4x3x3/8LLBB2L4x3x3/8LLBB(+) 190 kips
(-) 100 kips(+) 155 kips (-) 85 kips(+) 110 kips (-) 65 kips(+) 85 kips
(-) 50 kips(+) 55 kips (-) 35 kips(+) 35 kips (-) 20 kips(+) 10 kips (-) 10 kips(-) 10 kips (+) 20 kips(-) 1 0 k ip s
(-) 5 kips(+) 1 0 k ip s
(-) 20 kips(+) 3 0 k ip s
(-) 30 kips(+) 5 5 k ip s
(-) 45 kips(+) 8 5 k ip s
(-) 60 kips(+) 1 1 0 k ip s
(-) 75 kips(-) 1 45 kip s(-) 90 kips(+) 18 5 k ip s
(-) 110 kips (-) 235 kips (-) 330 kips (-) 395 kips (-) 435 kips (-) 460 kips (-) 465 kips (-) 465 kips
(-) 65 kips (+) 105 kips (+) 230 kips (+) 320 kips (+) 390 kips (+) 430 kips (+) 460 kips (+) 460 kips (+) 465 kips (+) 460 kips (+) 435 kips (+) 390 kips (+) 320 kips (+) 230 kips (+) 105 kips (-) 65 kips
WT 10.5 x 66 CONTINUOUS WT 10.5 x 66 CONTINUOUS
WT 9 x 59.5 CONTINUOUS WT 9 x 59.5 CONTINUOUS.3" TOP CHORD CAMBER
(-) 110 kips(-) 235 kips(-) 325 kips(-) 395 kips(-) 440 kips(-) 465 kips(-) 470 kips(-) 465 kips
AUDITORIUM ROOF RIDGE
ELEV. = 33' - 4"
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"2/26/2021 5:25:42 PMC:\Users\ENG-03\Documents\17030_s19_kbrown@girardco.com.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-6.01
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
AUDITORIUM TRUSS
ELEVATIONS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
S-6.011/4" = 1'-0"
2STEEL ROOF TRUSS TYPE T-2
S-6.011/4" = 1'-0"
1STEEL ROOF TRUSS TYPE T-1
S-6.011/4" = 1'-0"
3STEEL ROOF TRUSS TYPE T-3
1 03-01-21 Addendum No. 8
1
T.STEEL GYM
ELEV. = 32' - 10 1/2"
b25 b33
B.Gym Truss
ELEV. = 26' - 0"
25'-1 1/2"25'-1 1/2"25'-1 1/2"25'-1 3/4"
b30
100'-6 1/4"
b29b28
2 L 4 x 3 x 3/8 LLBB
2 L 4 x 3 x 3/8 LLB
B
2 L 4 x 3 x 3/8 LLBB
2 L 6 x 4 x 3/8 LLBB
2 L 6 x 4 x 1/2 LLBB
2 L 6 x 4 x 1/2 LLBB
2 L 4 x 3 x 3/8 LLBB2 L 4 x 3 x 3/8 LLBB2 L 4 x 3 x 3/8 LLBB2 L 4 x 3 x 3/8 LLBB2 L 4 x 3 x 3/8 LLBBW 1 0 x 3 3
W 1 2 x 4 0
2 L 4 x 3 x 3/8 LLBB2 L 4 x 3 x 3/8 LLBB2 L 4 x 3 x 3/8 LLBB2 L 4 x 3 x 3/8 LLBB2 L 4 x 3 x 3/8 LLB B2 L 4 x 3 x 3/8 LLBB2 L 6 x 4 x 3 /8 LLBB
2 L 4 x 3 x 3/8 LLBB2 L 6 x 4 x 1 /2 LLB B
2 L 4 x 3 x 3/8 LLBB2 L 6 x 4 x 1/2 LLB B
W 1 2 x 4 0
W 10 x 100W 10 x 100STEEL TRUSS 4/5/6STEEL TRUSS 4/5/6STEEL TRUSS 7/8/9CONTINUOUS
CONTINUOUS CONTINUOUS
S-6.03
1
2 L 4 x 3 x 3/8 LLBBS-6.03
1
2 L 4 x 3 x 3/8 LLBBSTEEL FILLER PLATE SNUG TIGHT BOLTED OR
WELDED AT MIDSPAN OF COMPRESSION MEMBERS.
TYPICAL WHERE INDICATED BY
(-) 150 kips(+) 90 kips(-) 130 kips(+) 80 kips(-) 115 kips(+) 70 kips(-) 35 kips
(+) 20 kips(-) 25 kips(+) 10 kips(-) 10 kips(+) 25 kips(-) 25 kip s(+) 10 kips(-) 10 kips(-) 150 kips(+) 90 kips(-) 1 3 0 kip s(+) 80 kips(-) 115 kip s(+) 70 kips(-) 35 kips(+) 20 kips(+) 20 kips (-) 100 kips (-) 195 kips (-) 275 kips (-) 300 kips (-) 315 kips
(+) 20 kips(-) 100 kips(-) 195 kips(-) 275 kips(-) 300 kips(-) 315 kips
(+) 95 kips (+) 190 kips (+) 275 kips (+) 295 kips (+) 310 kips (+) 315 kips (+) 95 kips(+) 190 kips(+) 275 kips(+) 295 kips(+) 310 kips(+) 315 kips
PROVIDE SEATED CONNECTION TO
STEEL COLUMN. REFER TO TRUSS
DETAILS. TYPICAL EACH END.
T. STEEL AT RIDGE
ELEV. = 34' - 5 1/2"2 L 4 x 3 x 3/8 LLBB3
S-6.03
3
S-6.03
3
S-6.03
N J.7K.8
B.Gym Truss
ELEV. = 26' - 0"
STEEL TRUSS T-4
34'-9 9/16"
STEEL TRUSS T-5
52'-0"
STEEL TRUSS T-6
34'-7"
W 1 2 x 3 5
2 L 4 x 3 x 3/8 LLBB2 L 4 x 3 x 3/8 LLBB2 L 4 x 3 x 3/8 LLBB
2 L 4 x 3 x 3/8 LLBB2 L 4 x 3 x 3/8 LLBB
2 L 4 x 3 x 3/8 LLBB2 L 4 x 3 x 3/8 LLBB
W 8 x 2 1
W 1 2 x 3 5
2 L 4 x 3 x 3/8 LLB B2 L 4 x 3 x 3/8 LLBB2 L 4 x 3 x 3 /8 LLB B2 L 4 x 3 x 3/8 LLBB2 L 4 x 3 x 3 /8 LLB B2 L 4 x 3 x 3/8 LLBB2 L 4 x 3 x 3/8 LLBB
2 L 4 x 3 x 3/8 LLBB2 L 4 x 3 x 3/8 LLBB
2 L 4 x 3 x 3/8 LLBB2 L 4 x 3 x 3/8 LLB
B
W 8 x 2 1
W 1 2 x 3 5
2 L 4 x 3 x 3/8 LLB B2 L 4 x 3 x 3/8 LLBB2 L 4 x 3 x 3 /8 LLB B2 L 4 x 3 x 3/8 LLBB2 L 4 x 3 x 3/8 LLBB
2 L 4 x 3 x 3/8 LLBB2 L 4 x 3 x 3/8 LLBB
W 8 x 2 1
W 10 x 100W 10 x 100STEEL GIRDER TRUSS GT-1STEEL GIRDER TRUSS GT-1P.1
2 L 4 x 3 x 3/8 LLBBCONTINUOUS
CONTINUOUS
(-) 75 kips(+) 35 kips(-) 4 5 kips(-) 75 kips(-) 15 kips(-) 45 kips
2 L 4 x 3 x 3/8 LLBB(+) 20 kips (+) 35 kips(+) 100 kips(+) 55 kips (+) 85 kips (+) 85 kips
(+) 5 kips (-) 55 kips (-) 100 kips (-) 100 kips
CONTINUOUS
CONTINUOUS
CONTINUOUS
CONTINUOUS
2 L 4 x 3 x 3/8 LLBB2 L 4 x 3 x 3/8 LLBB(-) 75 kips(+) 35 kips(-) 45 kips(-) 75 kips(-) 15 kips(-) 45 kips(+) 20 kips(+) 35 kips(+) 100 kips (+) 55 kips(+) 85 kips(+) 85 kips
(+) 5 kips(-) 55 kips(-) 100 kips(-) 100 kips
121'-4 9/16"(-) 65 kips2 L 4 x 3 x 3/8 LLBB2 L 4 x 3 x 3/8 LLBB(+) 30 kips(-) 45 kips(+) 15 kips(-) 15 kips(-) 65 kips(+) 30 kips(-) 45 kips
(+) 15 kips(-) 15 kips
(-) 100 kips (-) 145 kips (-) 175 kips (-) 175 kips (-) 145 kips (-) 100 kips
(+) 145 kips (+) 145 kips(+) 175 kips(+) 175 kips (+) 185 kips (+) 185 kips
S-6.03
2S-6.03
2
S-6.03
3
S-6.03
3 STEEL FILLER PLATE SNUG TIGHT BOLTED OR
WELDED AT MIDSPAN OF COMPRESSION MEMBERS.
TYPICAL WHERE INDICATED BY
T. STEEL TRUSS
ELEV. = 33' - 8"
PROVIDE SEATED CONNECTION TO
STEEL COLUMN. REFER TO TRUSS
DETAILS. TYPICAL EACH END.(+) 40 kips(+) 30 kips(+) 30 kips(+) 40 kipsN J.7K.8
B.Gym Truss
ELEV. = 26' - 0"
STEEL TRUSS T-7
34'-9 9/16"
STEEL TRUSS T-8
52'-0"
STEEL TRUSS T-9
34'-7"STEEL GIRDER TRUSS GT-1STEEL GIRDER TRUSS GT-1W 1 2 x 3 5 W 1 2 x 3 5 W 1 2 x 3 5
2 L 6 x 4 x 3/8 LLBB2 L 4 x 3 x 3/8 LLBB2 L 5 x 3 x 3/8 LLBB2 L 4 x 3 x 3/8 LLBB2 L 5 x 3 x 3/8 LLBB
2 L 4 x 3 x 3/8 LLB
B
2 L 4 x 3 x 3/8 LLBBW 8 x 2 1 2 L 4 x 3 x 3/8 LLBB2 L 4 x 3 x 3/8 LLBB2 L 4 x 3 x 3/8 LLBB2 L 4 x 3 x 3/8 LLBB2 L 4 x 3 x 3/8 LLBB2 L 4 x 3 x 3/8 LLBB2 L 4 x 3 x 3/8 LLBB
2 L 4 x 3 x 3/8 LLBB2 L 4 x 3 x 3/8 LLBB
2 L 4 x 3 x 3/8 LLBB2 L 4 x 3 x 3/8 LL
B
B
W 8 x 2 1 2 L 4 x 3 x 3/8 LLBB2 L 4 x 3 x 3/8 LLBB2 L 4 x 3 x 3/8 LLBB2 L 4 x 3 x 3/8 LLBB2 L 4 x 3 x 3/8 LLBB
2 L 4 x 3 x 3/8 LLBB2 L 4 x 3 x 3/8 LLB
B
W 8 x 2 1
W 10 x 100W 10 x 100P.1
T. STEEL TRUSS
ELEV. = 34' - 5 1/2"
121'-4 9/16"
S-6.03
2
S-6.03
2
S-6.03
3
S-6.03
32 L 4 x 3 x 3/8 LLBB2 L 4 x 3 x 3/8 LLBB(-) 110 kips(+) 60 kips(-) 80 kips(-) 40 kips(+) 60 kips(-) 1
10 kips
(-) 80 kips
(+) 55 kips (+) 55 kips2 L 4 x 3 x 3/8 LLBB(-) 70 kips(+) 30 kips(-) 45 kips(+) 15 kips(-) 20 kips(-) 70 kips(+) 30 kips(-) 45 kips
(+) 15 kips(-) 20 kips(+) 35 kips2 L 4 x 3 x 3/8 LLBB2 L 4 x 3 x 3/8 LLBB(+) 35 kips(+) 55 kips2 L 4 x 3 x 3/8 LLBB(-) 11
0 kips(+) 60 kips(-) 80 kips(-) 40 kips(+) 60 kips(-) 110 kips(-) 80 kips(+) 55 kipsCONTINUOUS
CONTINUOUS
CONTINUOUS
CONTINUOUS
CONTINUOUS
CONTINUOUS
(+) 5 kips (-) 75 kips (-) 170 kips (-) 195 kips (+) 5 kips(-) 75 kips(-) 170 kips(-) 195 kips(-) 195 kips (-) 240 kips (-) 265 kips (-) 265 kips (-) 195 kips(-) 240 kips
(+) 75 kips (+) 135 kips (+) 135 kips (+) 170 kips (+) 75 kips(+) 135 kips(+) 135 kips(+) 170 kips(+) 245 kips (+) 275 kips (+) 280 kips (+) 280 kips (+) 275 kips (+) 245 kips
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"1/25/2021 12:40:58 PMH:\2017\17-030 Dennis Yarmouth MS\Struct\71011 DYIMS 100% CD.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-6.02
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
GYMNASIUM TRUSS
ELEVATIONS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
S-6.021/4" = 1'-0"
1STEEL ROOF TRUSS TYPE GT-1
S-6.021/4" = 1'-0"
2STEEL ROOF TRUSS TYPE T-4, T-5, AND T-6
S-6.021/4" = 1'-0"
3STEEL ROOF TRUSS TYPE T-7, T-8 AND T-9
T.STEEL GYM
ELEV. = 32' - 10 1/2"
B.Gym Truss
ELEV. = 26' - 0"
GYMNASIUM GIRDER TRUSS GT-1.
REFER TO STRUCTURAL DRAWING
S6.02 FOR GIRDER TRUSS ELEVATION
2-L5 x 5 x 3/8 SEAT CONNECTION. BOLT TO COLUMN
FLANGE WITH TEN(10) 3/4" DIA. A325 BOLTS
ERECTION BOLTS
5/16
8 1/2 x 3/4 x 10 SEAT BEARING PLATE
8 x 3/4 x 8 TRUSS BEARING SEAT PLATE. SHOP WELD TO
WF BOTTOM CHORD FLANGES WITH 5/16" FILLET WELD.
5/16
DOUBLE CLIP ANGLE CONNECTION.
GIRDER TRUSS TOP CHORD TO TOP
OF STEEL COLUMN.
3 1/2" DEEP - 18 GAUGE ,18 GAUGE, GALVANIZED
ACOUSTICAL DOVETAIL ROOF DECK. PROVIDE
CONTINUOUS BENT FINISH STRIP AT DECK EDGE, TYPICAL.CONTINUOUS L5x3 1/2x 5/16 STEEL ANGLE.
FIELD WELD TO TOP OF WIDE FLANGE BEAM.
EXTERIOR COLD FORMED STEEL FRAMED
PARAPET WALL, REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
STEEL ROOF FRAMING, REFER TO STRUCTURAL
DRAWING S1.41B FOR SIZE AND LOCATION.
T.STEEL GYM
ELEV. = 32' - 10 1/2"
B.Gym Truss
ELEV. = 26' - 0"
GYMNASIUM GIRDER TRUSS T-4, T-6,
and T-7 & T-9 (SIMILAR). REFER TO
STRUCTURAL DRAWING S6.02 FOR
GIRDER TRUSS ELEVATIONS
DOUBLE CLIP ANGLE CONNECTION.
GIRDER TRUSS TOP CHORD TO TOP
OF STEEL COLUMN.
3 1/2" DEEP - 18 GAUGE - GALVANIZED TYPE "DA"
ACOUSTICAL ROOF DECK. PROVIDE CONTINUOUS
BENT FINISH STRIP AT DECK EDGE, TYPICAL.
2-L5 x 5 x 3/8 SEAT CONNECTION. BOLT TO COLUMN
FLANGE WITH TEN(10) 3/4" DIA. A325 BOLTS
ERECTION BOLTS
5/16
8 1/2 x 3/4 x 10 SEAT BEARING PLATE
8 x 3/4 x 8 TRUSS BEARING SEAT PLATE.
SHOP WELD TO WF BOTTOM CHORD
FLANGES WITH 5/16" FILLET WELD.
5/16
EXTERIOR COLD FORMED STEEL FRAMED
PARAPET WALL, REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
STEEL ROOF FRAMING, REFER TO STRUCTURAL
DRAWING S1.41B FOR SIZE AND LOCATION.
T.STEEL GYM
ELEV. = 32' - 10 1/2"
K.8
B.Gym Truss
ELEV. = 26' - 0"
3 1/2" DEEP - 18 GAUGE, GALVANIZED ACOUSTAL
DOVETAIL ROOF DECK. PROVIDE CONTINUOUS
BENT FINISH STRIP AT DECK EDGE, TYPICAL.
GYMNASIUM GIRDER TRUSS GT-1.
REFER TO STRUCTURAL DRAWING
S6.02 FOR GIRDER TRUSS ELEVATION
GYMNASIUM TRUSS. REFER TO STRUCTURAL
DRAWING S6.02 FOR TRUSS ELEVATIONS
AND PLAN FOR LOCATION GYMNASIUM TRUSS. REFER TO STRUCTURAL
DRAWING S6.02 FOR TRUSS ELEVATIONS
AND PLAN FOR LOCATION
T.STEEL AUDITORIUM
ELEV. = 32' - 6"
AUDITORIUM STEEL TRUSS T-1, T-2, OR
T-3. REFER TO STRUCTURAL DRAWING
S6.01 FOR TRUSS ELEVATIONS.
PROVIDE BOLTED CONNECTION OF BOTTOM CHORD TO FACE OF
COLUMN USING SLIP-CRITICAL BOLTS AND HORIZONTAL SLOTTED
HOLES. DO NOT TIGHTEN BOLTS UNTIL DEAD LOAD IS IN PLACE.
DOUBLE CLIP ANGLE CONNECTION
OF TRUSS TOP CHORD TO TOP OF
STEEL COLUMN.
STEEL ROOF FRAMING, REFER TO STRUCTURAL
DRAWING S1.31A FOR SIZE AND LOCATION.2 1/2"TOP OF TRUSS ELEVATION
STRUCTURAL STEEL COLUMN, REFER
TO COLUMN SCHEDULE FOR SIZE.
EXTERIOR COLD FORMED STEEL FRAMED
PARAPET WALL, REFER TO ARCHITECTURAL
DRAWINGS AND PROJECT SPECIFICATIONS.
OPEN WEB STEEL JOIST FRAMING,
REFER TO ROOF FRAMING PLAN.
1 1/2" DEEP WIDE RIB STEEL ROOF
DECK, REFER TO FRAMING PLAN.
1
1
1
1
1
2 L5 x 3 x 3/8 DIAGONAL BRACE AT TRUSS QUARTER
POINTS, REFER TO FRAMING PLAN. PROVIDE
GUSSET PLATE CONNECTION AT EACH END.
OPEN WEB STEEL JOIST FRAMING,
REFER TO FRAMING PLAN.
L6x6x3/8 FRAME AT TOP
OF DIAGONAL BRACE.
1 1/2" DEEP STEEL ROOF DECK,
REFER TO FRAMING PLAN.
L6x6x3/8 FRAME AT TOP
OF DIAGONAL BRACE.
OPEN WEB STEEL JOIST BRIDGING
BY JOIST MANUFACTURER.
STRUCTURAL STEEL TRUSS. REFER TO
TRUSS ELEVATIONS ON DRAWING S-6.01.
COORDINATE OPEN WEB STEEL JOIST CONNECTION
WITH STRUCTURAL STEEL FABRICATOR.
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1" = 1'-0"2/26/2021 5:25:42 PMC:\Users\ENG-03\Documents\17030_s19_kbrown@girardco.com.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-6.03
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
TRUSS DETAILS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
S-6.031" = 1'-0"
1FRAMING SECTION
S-6.031" = 1'-0"
2FRAMING SECTION
S-6.031" = 1'-0"
3FRAMING SECTION
S-6.031" = 1'-0"
4FRAMING SECTION
1 03-01-21 Addendum No. 8
S-6.031" = 1'-0"
5FRAMING SECTION
1
BAR SIZE
REINFORCING BARS SHALL BE POSITIONED IN CENTER OF
GROUTED CELLS.
2.
NOTES:
MASONRY REINFORCING TENSION LAP SPLICE
AND DEVELOPMENT LENGTH SCHEDULE
# 3 12"
# 4 15"
# 5 23"
# 6 43"
# 7 60"
# 8 72"
# 9 82"
MINIMUM CLEAR SPACING TO ADJACENT BAR = 9d3.
DETAILED SPLICES AND BAR LENGTHS IN THE DRAWINGS
SHALL GOVERN OVER SCHEDULE.
4.
8" CMU
SCHEDULE IS FOR USE WITH GALVANIZED OR UNCOATED
GRADE 60 REBAR. MULTIPLY THE LENGTH SHOWN BY THE
REQUIRED FACTORS FOR OTHER SITUATIONS.
EPOXY COATED BARS 1.50a.
5.
12"
12"
18"
34"
46"
71"
82"
10" CMU
12"
12"
15"
28"
38"
57"
74"
12" CMU
b
COMPRESSIVE STRENGTH OF MASONRY = f' = 1,500 PSI1.m
STEEL LOOSE LINTEL SCHEDULE
MASONRY OPENING
(M.O.)L I N T E L S I Z E
UP TO 3'-4" ONE ANGLE - L 4 (v) x 3 1/2 x 1/4
TYPICAL FOR EVERY 4" WYTHE OF MASONRY
TYPICAL FOR 6" MASONRY PARTITIONS
DESIGNATED LINTELS
STEEL LINTEL NOTES
M A R K L I N T E L S I Z E
HL-B100
3'-4" UP TO 6'-4" ONE ANGLE - L 5 (v) x 3 1/2 x 5/16
6'-4" UP TO 8'-0" ONE ANGLE - L 6 (v) x 3 1/2 x 3/8
MASONRY OPENING
(M.O.)L I N T E L S I Z E
UP TO 3'-4" WT 4 x 9
3'-4" UP TO 6'-4" WT 4 x 10.5
6'-4" UP TO 8'-0" WT 7 x 13
MASONRY OPENING
(M.O.)
ALL LOOSE LINTELS TO BEAR 6" MINIMUM EACH END ON NEW AND/OR EXISTING
MASONRY UNLESS OTHERWISE NOTED ON THE DRAWINGS. CONNECT LINTELS TO
COLUMNS IF MASONRY OPENING IS LESS THAN 8" TO COLUMN FACE.
1.
R E M A R K S
HL-B121 CONTINOUS L 6 x 6 x 5/16 L3x3x1/4 HANGERS AND
L2x2x1/4 DIAGONALS AT BEAMS
EXTEND ALL HUNG LINTEL ENDS 4" MINIMUM INTO MASONRY EACH END.
2.
GROUT MASONRY CELLS SOLID THREE COURSES EACH END UNDER ALL LOOSE LINTEL ENDS.
3.
BOLT VERTICAL ADJACENT ANGLE LEGS WITH 1/2" DIA. BOLTS SPACED @ 24"o.c.
4.
ALL EXTERIOR LOOSE LINTELS SHALL BE HOT DIPPED GALVANIZED AND PROVIDED BY
SECTION (05 5000) METAL FABRICATION.
5.
CONTRACTOR TO SHORE EXISTING MASONRY WALLS PRIOR TO ANY MASONRY REMOVAL.
LEAVE SHORING IN PLACE UNTIL NEW LINTEL IS IN PLACE AND SECURED.
6.
SHORE ALL LOOSE LINTELS SPANNING SIX(6) FEET OR GREATER AT MID-SPAN UNTIL
MASONRY IS IN PLACE AND SET 24 HRS. MINIMUM.
7.
PROVIDE LOOSE LINTELS AS SCHEDULED ABOVE UNDER SECTION (05 5000), IN ALL
MASONRY OPENINGS IN NEW MASONRY WALLS. FILED SUB-BID CONTRACTOR FOR
METAL FRABRICATIONS SECTION (05 5000) SHALL USE STRUCTURAL, ARCHITECTURAL,
MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR QUANTIFYING LOCATIONS
AND SIZES OF ALL MASONRY OPENINGS.
8.
ANCHOR ALL WIDE FLANGE STEEL LINTEL SECTIONS AND WT STEEL LINTEL SECTIONS WITH
M.O. GREATER THEN 6'-O" AT EACH BEARING END WITH 1/2" DIA. ANCHOR BOLT 6" LONG
PLUS 3" HOOK IN SOLID GROUTED MASONRY CELLS.
9.
COMBINE ONE 4" MASONRY WYTHE LINTEL PLUS 6" MASONRY WYTHE LINTEL FOR ALL 1O"
MASONRY WALL THICKNESS.
10.
R E M A R K S
R E M A R K S
NOTES: 6, 7
NOTES: 7, 9
CONTINOUS L 6 x 6 x 5/16 L3x3x1/4 HANGERS AND
L2x2x1/4 DIAGONALS AT BEAMS
REINFORCED MASONRY LINTEL SCHEDULE
3'-4" UP TO 6'-O"
UP TO 3'-4"
6'-4" UP TO 8'-O"
3'-4" UP TO 6'-4"
UP TO 3'-4"
LINTEL SECTION - (W x H)MASONRY OPENING REINFORCING
8" x 8"
8" x 8"
8" x 16"
6" x 8"
6" x 8"1 # 5
1 # 4
2 # 4
1 # 5
1 # 4
6'-4" UP TO 8'-O"
3'-4" UP TO 6'-4"
UP TO 3'-4" 12" x 8"
12" x 8"
12" x 16" 2 # 5
2 # 5
2 # 4
6" CMU
8" CMU
12" CMU
SCHEDULE IS TYPICAL FOR ALL NON-LOAD BEARING CMU WALLS. REFER TO DRAWINGS,
SECTIONS OR OTHER SCHEDULES FOR LINTELS IN LOAD BEARING WALLS.
SCHEDULE IS BASED ON MINIMUM NET AREA COMPRESSIVE STRENGTH f'm = 1,500 psi
USING TYPE M OR S MORTAR AND GROUT CONFORMING TO ASTM C476 HAVING A
MINIMUM COMPRESSIVE STRENGTH OF 2,500 psi
REINFORCING SHALL BE GRADE 60 DEFORMED PLAIN FINISH BAR SET A MINIMUM OF
3/4" CLEAR TO THE BOTTOM OF THE CMU SHELL INTERIOR FACE TO ALLOW FOR FREE
FLOW OF GROUT AROUND REINFORCMENT.
EXTEND CONTINUOUS MASONRY BOND BEAM REINFORCEMENT A MINIMUIM OF 6"
BEYOND THE CLEAR MASONRY OPENING.
TYPE
MASON CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SHORING OF MASONRY LINTELS
UNTIL GROUT HAS ACHIEVED REQUIRED COMPRESSIVE STRENGTH OR A MINUM OF
TWENTY EIGHT(28) DAYS.
ALL REINFORCED MASONRY LINTELS TO BEAR A NOMINAL 8" EACH END UNLESS
OTHERWISE NOTED ON THE DRAWINGS
5.
1.
4.
6.
3.
2.
MASONRY LINTEL NOTES
SCHEDULE OF DEFORMED BAR REINFORCING FOR MASONRY WALLS
ALL REINFORCEMENT TO BE LAPPED AND SPLICED IN ACCORDANCE WITH MASONRY REINFORCING TENSION LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE, UNLESS NOTED
OTHERWISE ON PLANS AND SECTIONS.
GROUT SHALL BE USED FOR FILLING VOIDS IN MASONRY AT REINFORCING LOCATIONS. (DO NOT USE MORTAR) SEE SPECIFICATIONS FOR GROUT PROPORTIONS. LOW LIFT GROUTING
PROCEDURES TO BE USED ONLY.
CONCRETE FOR FILLING HORIZONTAL BOND BEAMS SHALL BE 2,500 PSI AT 28 DAYS. MAX. AGGREGATE SIZE TO BE 3/8". DO NOT USE MORTAR IN BOND BEAMS. CONCRETE FOR BOND
BEAMS MAY BE MIXED AT SITE.
REFER TO FOUNDATION SECTION, FRAMING SECTIONS, AND TYPICAL TOP OF MASONRY WALL SUPPORT DETAILS FOR BASE AND TOP OF MASONRY WALL CONNECTIONS TO THE
BUILDING STRUCTURE.
EXTERIOR WALLS ARE ANY WALL WITH WIND EXPOSURE AT ANY POINT ALONG THE HEIGHT OF THE WALL.
PROVIDE HORIZONTAL BARS AT TOP OR BOTTOM OF MASONRY WALL OPENINGS. EXTEND BARS 24" OR 44 BAR DIAMETERS, WHICHEVER IS MORE, PAST OPENING.
8.
6.
CONTROL JOINTS SHALL BE LOCATED IN ALL MASONRY WALLS, REFER TO TYPICAL DETAILS. BOND BEAM REINFORCMENT SHALL BE CONTINUOUS THROUGH THE CONTROL JOINT.
INDICATES MAXIMUM DISTANCE FROM FLOOR TO POINT OF SUPPORT ABOVE FLOOR
5.
*
2.
1.
3.
4.
NOTES -
REMARKSWALL THICKNESS AND LOCATION
EXTERIOR WALLS
8" CMU
8" CMU
WALLS ENCLOSING
ELEVATOR SHAFTS
PROVIDE ADDITIONAL VERTICAL BARS AT CORNERS, WITHIN 16" OF SIDES OF OPENINGS, AND WITHIN 8" OF EACH SIDE OF MOVEMENT , CONTROL JOINTS, AND ENDS OF WALLS.7.
6" CMUALL OTHER
INTERIOR
PARTITION
WALLS
14'-0"
8" CMU
16'-0"
---
16'-0"
10" CMU
FIRE WALLS
8" CMU
SHEAR WALLS
12" CMU
16'-0"
MAXIMUM
HEIGHT
OF WALL*
GROUT VOIDS SOLID AT REINFORCING. PROVIDE
CONTINUOUS BOND BEAM REINFORCED WITH
1 # 5 AT 8'-0" o.c. MAXIMUM AND AT TOP OF WALL.
WIRE SIZE SPACING
MINIMUM HORIZONTAL
REINFORCING
(2) W1.7 16"
(2) W1.7 16"
(2) W1.7 16"
(2) W1.7 16"
(2) W1.7 16"
MINIMUM VERTICAL
REINFORCING
SIZE SPACING
32"# 5
32"# 5
24"# 5
48"# 4
48"# 5
GROUT ALL VOIDS SOLID.
28'-0"
16'-0"(2) W1.7 16"
(2) W1.7 16"
24"# 5
24"# 6
12" ACOUSTIC CMU 32'-8" (2) W1.7 16" 16"# 712" CMU
GROUT VOIDS SOLID AT REINFORCING. PROVIDE
CONTINUOUS BOND BEAM REINFORCED WITH
1 # 5 AT 8'-0" o.c. MAXIMUM AND AT TOP OF WALL.
MINIMUM COMPRESSIVE
STRENGTH OF MASONRY
f'm
2750 PSI
1900 PSI
1900 PSI
2750 PSI12" ACOUSTIC CMU
12" CMU
REFER TO MASONRY SHEAR WALL ELEVATION 22/S-4.01,
23/S-4.01 AND 24/S-4.01.
GROUT VOIDS SOLID AT REINFORCING. PROVIDE
CONTINUOUS BOND BEAM REINFORCED WITH
1 # 5 AT 8'-0" o.c. MAXIMUM AND AT TOP OF WALL.
GROUT VOIDS SOLID AT REINFORCING. PROVIDE
CONTINUOUS BOND BEAM REINFORCED WITH
1 # 5 (U.O.N.) AT 8'-0" o.c. MAXIMUM AND AT
TOP OF WALL.
12" ACOUSTIC CMU
12" CMU 2750 PSI
1900 PSI
1900 PSI
GROUT VOIDS SOLID AT REINFORCING. PROVIDE
CONTINUOUS BOND BEAM REINFORCED WITH
1 # 5 AT 8'-0" o.c. MAXIMUM AND AT TOP OF WALL.
GROUT VOIDS SOLID AT REINFORCING. PROVIDE
CONTINUOUS BOND BEAM REINFORCED WITH
1 # 5 AT 8'-0" o.c. MAXIMUM AND AT TOP OF WALL.
1900 PSI
1900 PSI
PROVIDE ADJUSTABLE RECTANGULAR
CAVITY WALL TIES AT ALTERNATE COURSES
AT OPENINGS IN CAVITY WALLS ONLY.
REFER TO PROJECT SPECIFICATIONS.
TYPICAL HORIZONTAL JOINT
REINFORCING AT 16" o.c. REFER
TO PROJECT SPECIFICATIONS.
PROVIDE ADDITIONAL HORIZONTAL JOINT
REINFORCING AT FIRST COURSE ABOVE
AND BELOW WALL OPENING, EXTEND 24"
PAST EACH SIDE OF THE OPENING.
LOOSE STEEL LINTEL (05 5000) OR
MASONRY BOND BEAM (04 2000), REFER
TO PROJECT SCHEDULES FOR SIZE AND
APPLICATION.
CONTINUOUS VERTICAL REINFORCING WITHIN
16" OF EACH SIDE OF OPENING. COORDINATE
LOCATION WITH LINTEL BEARING.
MASONRY OPENING
TYPICAL
2'-0"MASONRY OPENINGTYPICAL
2'-0"
1
CONTINUOUS VERTICAL PREMOLDED
JOINT FILLER FIT INTO SASH BLOCK.
VERTICAL REINFORCING EACH
SIDE OF CONTROL JOINT,
REFER TO SCHEDULE FOR SIZE.
BACKER ROD AND CAULK.
NOTE:
TERMINATE HORIZONTAL BOND
BEAM REINFORCING EACH SIDE OF
CONTROL JOINT (NOT SHOWN).
HORIZONTAL JOINT REINFORCING,
REFER TO SCHEDULE FOR SIZE AND
SPACING. TERMINATE EACH SIDE
OF CONTROL JOINT.
SASH BLOCK EACH SIDE OF JOINT.
CONTROL JOINT (CJ)
CMU WALL, REFER TO SCHEDULE FOR
REINFORCING AND ARCHITECTURAL
DRAWINGS FOR LAYOUT.WF BEAMSTEEL BEAM, REFER
TO FRAMING PLAN.
3/8" THICK BEARING PLATE.
(2) 3/4" DIA. x 4" LONG SHEAR
STUD WELDED TO BEARING PLATE
LENGTH1 1/2"1"1"CL6"
EQ EQ
1/2"bfTYPICAL1/4"1"7"BEAM BEARING PLATES (BP) SHALL BE CENTERED ON CMU WALL AND EMBEDDED IN WALL GROUT.
SET BEAM BEARING PLATE LEVEL TO PROVIDE COMPLETE BEARING OF STEEL BEAM. PITCH BEARING PLATE AS REQUIRED FOR BEAM PITCH. REFER TO FRAMING PLANS FOR BEAM ELEVATIONS.
GROUT CELLS BELOW BEARING PLATE SOLID TWO FULL COURSES DOWN AND A MINIMUM 16" WIDE WHEN BEAMS FRAME PERPENDICULAR TO THE PLANE OF THE WALL.
REMOVE INTERIOR WEB OF MASONRY UNIT AS REQUIRED TO INSTALL BEARING PLATE ON REQUIRED BEAM CENTER LINES PROVIDE 1" CLEAR AROUND SHEAR STUDS FOR GROUT.
COORDINATE AND ADJUST VERTICAL REINFORCING WITH BEARING PLATE LOCATIONS.TO ALLOW CONTINUOUS VERTICAL REINFORCING TO PASS BEAM BEARING, DO NOT EXCEED SPACING LIMITS OF VERTICAL BARS.
REFER TO DEFORMED BAR SCHEDULE FOR MASONRY WALLS FOR VERTICAL WALL REINFORCING REQUIREMENTS.
1.
2.
3.
4.
5.
6.
NOTES:
PROVIDE OPENING IN CMU WALL TO
INSTALL BEAM. FILL SOLID WITH
MASONRY AFTER BEAM IS INSTALLED.WT STEEL LINTEL
COORDINATE LOCATION OF
VERTICAL REINFORCING WITH
LINTEL BEARING. LOCATED
WITHIN 16" OF OPENINGS.6"WIDE FLANGE STEEL BEAM,
REFER TO FRAMING PLAN.
2 3/4"2"2"2 3/4"
3/8" THICK
BEARING PLATE.1 1/2"EQ EQ
MASONRYCL MASONRYCL
BEAMCL
TYPICAL1/4"
MASONRYCL
LINTELCL
CONCRETE FLOOR SLAB CONSTRUCTION
REFER TO FRAMING PLANS.
STEEL FRAMING, REFER TO
FRAMING PLAN FOR SIZE.
1/4" BENT PLATE x 4" LONG AT 48" o.c. (05 5000)
SET TIGHT TO MASONRY WALL. COORDINATE
DIMENSIONS WITH FIELD CONDITIONS.
3/16"
.TYPICAL (05 5000)
MASONRY FIREWALL, REFER TO SCHEDULE
FOR REINFORCING. REFER TO
ARCHITECTURAL DRAWINGS FOR LAYOUT.
1/4" BENT PLATE x 4" LONG AT 48" o.c.
(05 5000) EMBEDDED IN MASONRY
WALL (04 2000). COORDINATE
DIMENSIONS WITH FIELD CONDITIONS.
6"3".2"1 1/2".
1
1
MASONRY SHEAR WALL CHORD
REINFORCING, REFER TO SCHEDULE
FOR SIZE AND QUANTITY
8" MAX.
REFER TO SCHEDULE
SPACING OF VERTICAL REINFORCING
VERTICAL REINFORCING,
REFER TO SCHEDULE FOR SIZE.
GROUT CELLS SOLID AT REINFORCING
LOCATIONS ONLY UNLESS OTHERWISE
NOTED IN SCHEDULE.
HORIZONTAL REINFORCING, REFER TO
SCHEDULE FOR SIZE AND LOCATION.
INTERIOR MASONRY WALL, REFER TO
SCHEDULE FOR REINFORCING. REFER TO
ARCHITECTURAL DRAWINGS FOR LAYOUT.
2'-0" LONG VERTICAL DOWEL (04 2000),
SIZE AND SPACING TO MATCH VERTICAL
WALL REINFORCING. EMBED 3" IN
CONCRETE SLAB ON DECK SET IN EPOXY.
REINFORCED CONCRETE SLAB ON DECK,
REFER TO FRAMING PLAN.
STEEL FRAMING, REFER TO FRAMING
PLAN FOR LAYOUT AND SIZES.
1
3 # 4 CONTINUOUS
VERTICAL DOWEL WITH STANDARD HOOK
(03 3000) TO BE SAME SIZE AND SPACING AS
VERTICAL WALL REINFORCEMENT. REFER TO
SCHEDULE FOR REQUIRED SPLICE LENGTH.
CONCRETE SLAB ON GRADE,
REFER TO FOUNDATION PLAN.
PLUS 1'-0"
WALL THICKNESS8"10"INTERIOR MASONRY WALL, REFER TO
ARCHITECTURAL DRAWINGS FOR
THICKNESS AND LOCATION. REFER TO
SCHEDULE FOR REINFORCING.
GROUT FIRST COURSE SOLID,
ALL VOIDS CONTINUOUS.
1
1
CONTINUOUS ISOLATION JOINT
AND SEALANT, REFER TO PROJECT
SPECIFICATIONS.
UNLESS NOTED OTHERWISE, PROVIDE EITHER HAUNCHED SLAB BASE OR CONTINUOUS FOOTING AT CONTRACTOR'S OPTION FOR
ALL INTERIOR MASONRY WALLS THAT ARE 8" OR GREATER IN NOMINAL THICKNESS. INTERRUPT FOOTING OR HAUNCH 2" CLEAR
EACH SIDE OF ANY PIPING, TYPICAL.
NOTES:
1.
1
REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF INTERIOR MASONRY PARTITIONS AND TYPICAL HEAD AND FIRESTOPPING
DETAILS AS REQUIRED. COORDINATE WITH PROJECT SPECIFICATIONS.
REFER TO FRAMING PLANS FOR STRUCTURAL MEMBER LAYOUTS
PROVIDE A MINIMUM OF TWO (2) CONNECTION POINTS PER SEGMENT OF WALL. LOCATED CLIPS WITHIN 2'-0" OF WALL SEGMENT ENDS.
WALL PERPENDICLAR TO STEEL JOISTS
WALL UNDER STEEL BEAM
PROVIDE CONTINUOUS MASONRY BOND BEAMS IN ACCORDANCE WITH SCHEDULE OF DEFORMED BAR REINFORCING IN MASONRY WALLS.
DIMENSIONS SHOWN IN TYPICAL DETAILS ARE MINIMUM, HORIZONTAL AND VERTICAL LEGS OF CLIPS SHALL BE ADUJSTED TO FIT ACTUAL FIELD CONDITIONS.
1.5.
4.
6.3.
NOTES:
1 1/2 x 1 1/2 x 1/4 DIAGONAL BRACE
AT 48" o.c. (05 5000) PROVIDE 1/4" THICK
GUSSET PLATE AT JOIST TOP CHORD, TYPICAL
EACH SIDE (05 1200)
FLOOR OR ROOF CONSTRUCTION.
OPEN WEB STEEL FLOOR
OR ROOF JOIST.
1 1/2 x 1 1/2 x 1/4
AT 48" o.c (05 5000).
CONTINUOUS MASONRY BOND BEAM,
REFER TO SCHEDULE FOR SPACING
AND TYPICAL REINFORCING.
1/4" BENT PLATE 3"
WIDE EACH SIDE OF
WALL AT 48" o.c.
6"
3"
INTERIOR MASONRY WALL, REFER
TO ARCHITECTURAL DRAWINGS
FOR SIZE AND LOCATION.
WALL UNDER STEEL JOIST
3/16" 1"
.TYPICAL (05 5000)
3/16" 1"
.TYPICAL (05 5000)
3/16" 1"
.TYPICAL (05 5000)
1 1/2 x 1 1/2 x 1/4 STEEL ANGLE WITH L4(v)x3x1/4
BEARING CLIP AT 48" o.c. (05 5000) , TYPICAL EACH
SIDE OF WALL.
FLOOR OR ROOF CONSTRUCTION.
OPEN WEB STEEL FLOOR
OR ROOF JOIST.
CONTINUOUS MASONRY BOND BEAM,
REFER TO SCHEDULE FOR SPACING
AND TYPICAL REINFORCING.
INTERIOR MASONRY WALL, REFER
TO ARCHITECTURAL DRAWINGS
FOR SIZE AND LOCATION.
WALL BETWEEN PARALLEL STEEL JOISTS
3/16" 1"
.TYPICAL(05 5000)
1/4" BENT PLATE 3" WIDE EACH SIDE
OF WALL AT 48" o.c. (05 5000)6"
3"
INTERIOR MASONRY WALL, REFER
TO ARCHITECTURAL DRAWINGS
FOR SIZE AND LOCATION.
FLOOR OR ROOF CONSTRUCTION.
3/16" 1"
.TYPICAL (05 5000)
CONTINUOUS MASONRY BOND
BEAM, REFER TO SCHEDULE FOR
SPACING AND TYPICAL REINFORCING.
OPEN WEB STEEL FLOOR
OR ROOF JOIST.
MASONRY WALL SHALL EXTEND TO UNDERSIDE
OF FLOOR OR ROOF CONSTRUCTION BETWEEN
JOISTS. REFER TO ARCHITECTURAL DRAWINGS
FOR FIRESTOPPING DETAILS.
MASONRY WALL SHALL EXTEND TO
UNDERSIDE OF FLOOR OR ROOF
CONSTRUCTION. REFER TO ARCHITECTURAL
DRAWINGS FOR FIRESTOPPING DETAILS.
REFER TO ARCHITECTURAL DRAWINGS
FOR FIRESTOPPING DETAILS.
FLOOR OR ROOF CONSTRUCTION.
3/16".TYPICAL (05 5000)
INTERIOR MASONRY WALL, REFER
TO ARCHITECTURAL DRAWINGS
FOR SIZE AND LOCATION.
CONTINUOUS MASONRY BOND BEAM,
REFER TO SCHEDULE FOR SPACING
AND TYPICAL REINFORCING.
1/4" BENT PLATE 3" WIDE EACH
SIDE OF WALL AT 48" o.c.,
COORDINATE HORIZONTAL LEG
WITH FIELD CONDITIONS.
(05 5000)
6"
WALL PERPENDICULAR TO STEEL BEAMS
FLOOR OR ROOF CONSTRUCTION.
INTERIOR MASONRY WALL, REFER
TO ARCHITECTURAL DRAWINGS
FOR SIZE AND LOCATION.
CONTINUOUS MASONRY BOND
BEAM, REFER TO SCHEDULE FOR
TYPICAL REINFORCING.
3/16" 1"
.TYPICAL (05 5000)
1/4" BENT PLATE EACH SIDE OF WALL AT
48" o.c., COORDINATE LENGTH WITH
BEAM FLANGE. (05 5000)
6"
3"
WIDE FLANGE STEEL BEAM WIDE FLANGE STEEL BEAM
MASONRY WALL SHALL EXTEND TO
UNDERSIDE OF FLOOR OR ROOF
CONSTRUCTION. REFER TO ARCHITECTURAL
DRAWINGS FOR FIRESTOPPING DETAILS.
WALL PARALLEL TO ROOF OR FLOOR DECK SPAN
CONCRETE SLAB ON STEEL
DECK OR ROOF DECK.
INTERIOR MASONRY WALL, REFER
TO ARCHITECTURAL DRAWINGS
FOR SIZE AND LOCATION.
CONTINUOUS MASONRY BOND
BEAM, REFER TO SCHEDULE FOR
TYPICAL REINFORCING.
CONTINUOUS 1/4" BENT
PLATE EACH SIDE OF WALL,
CONNECT TO STEEL BEAM
OR JOIST EACH END.
(05 5000)
6"
3"
MASONRY WALL SHALL EXTEND TO UNDERSIDE
OF FLOOR OR ROOF CONSTRUCTION. REFER TO
ARCHITECTURAL DRAWINGS FOR TYPICAL HEAD
AND FIRESTOPPING DETAILS.
WALL BETWEEN PARALLEL STEEL BEAMS
FLOOR OR ROOF CONSTRUCTION.
3/16".TYPICAL
INTERIOR MASONRY WALL, REFER
TO ARCHITECTURAL DRAWINGS
FOR SIZE AND LOCATION.
WIDE FLANGE STEEL BEAM
3/16" 1"
.TYPICAL (05 5000)
1/4" BENT PLATE 3" WIDE EACH SIDE
OF WALL AT 48" o.c. (05 5000)6"
3"
1 1/2 x 1 1/2 x 1/4 AT 48" o.c.
(05 5000)CONTINUOUS MASONRY BOND
BEAM, REFER TO SCHEDULE FOR
TYPICAL REINFORCING.
WALL PERPENDICULAR TO FLOOR DECK SPAN
CONCRETE SLAB ON STEEL DECK.
INTERIOR MASONRY WALL, REFER
TO ARCHITECTURAL DRAWINGS
FOR SIZE AND LOCATION.
CONTINUOUS MASONRY BOND BEAM,
REFER TO SCHEDULE FOR SPACING
AND TYPICAL REINFORCING.
1/4" BENT PLATE x 16" LONG AT 48"
o.c. EACH SIDE OF WALL. (05 5000)6"
3"
FASTEN BENT PLATE TO CONCRETE SLAB
WITH (2) 1/2" DIA. EXPANSION ANCHORS
AT 12" o.c., EMBED 3 1/2". LOCATE
ANCHORS IN BOTTOM FLUTES OF DECK.
(05 5000)
1" CLEAR
REFER TO ARCHITECTURAL DRAWINGS FOR
TYPICAL HEAD AND FIRESTOPPING DETAILS.
1" CLEAR
1" CLEAR ..1 1/2" CLEAR .1" CLEAR.1" CLEAR
NOTE: REFER TO "WALL PARALLEL TO DECK SPAN" FOR
LOCATIONS WHERE JOIST SPACING EXCEEDS 48" o.c.
NOTE: REFER TO "WALL PARALLEL TO DECK SPAN" FOR
LOCATIONS WHERE BEAM SPACING EXCEEDS 48" o.c.
MASONRY WALL SHALL EXTEND TO
UNDERSIDE OF FLOOR OR ROOF
CONSTRUCTION. REFER TO ARCHITECTURAL
DRAWINGS FOR FIRESTOPPING DETAILS.
NOTE: PROIDE TYPICAL CLIP CONNECTION AT BOTTOM OF PERPENDICULAR
JOISTS AND BEAMS BEYOND IN ACCORDANCE WITH TYPICAL DETAILS.
REFER TO MASONRY SPECIFICATIONS FOR HORIZONTAL JOINT REINFORCING, MORTAR, GROUT, TIES, AND MISCELLANEOUS ACCESSORIES.7.
PROVIDE FULL BED MORTAR JOINTS AT TOP 3 COURSES OF MASONRY WALLS, TYPICAL.2.
(05 5000)
1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
11
NUT AND OVERSIZE FENDER WASHER
BLOCKING OR FRAME FOR
FIXTURES TO BE ATTACHED TO
MASONRY
1/2" DIAMETER THROUGH BOLT
AND HARDWARE, (05 0001)
3 x 3 x 3/16" PLATE AT EACH
BOLT, (05 0001)
GROUT VOID OF ACOUSTIC BLOCK
SOLID, BEHIND ATTACHMENT.
"T"
GREATER THAN 36TLESS THAN 36T"T"INTERIOR NON-LOAD BEARING
MASONRY PARTITIONS REFER TO
SCHEDULE FOR HORIZONTAL AND
VERTICAL REINFORCING REQUIREMENTS.
.
GREATER THAN 6T
PROVIDE ADDITIONAL LATERAL SUPPORT
TO FLOOR OR ROOF FRAMING ABOVE
WHERE HORIZONTAL SPANS BETWEEN
ADEQUATE CROSS WALLS EXCEED 36T OR
CANTILEVERED WING WALLS EXCEED 6T.
TYPICAL PLAN FOR LATERAL SUPPORT REQUIREMENTS
INTERIOR NON-LOAD BEARING MASONRY PARTITIONS
1.
2.
NOTES:
LATERAL SUPPORT OF INTERIOR NON-LOAD BEARING MASONRY PARTITIONS SHALL BE PROVIDED BY EITHER PERPENDICULAR INTERSECTION CROSS WALLS
OR BY ATTACHMENT TO THE STRUCTURAL ROOF OR FLOOR FRAMING ABOVE WHERE SPANS EXCEED THE LIMITATIONS SHOWN IN THIS PLAN LAYOUT.
REFER TO TYPICAL TOP OF MASONRY WALL LATERAL SUPPORT DETAILS WHERE LATERAL SUPPORT IS TO BE PROVIDED BY ATTACHMENT TO THE STRUCTURAL
ROOF OR FLOOR FRAMING.
MINIMUM 4'-0" LONG CROSS WALL TO
ACT AS LATERAL SUPPORT FOR
INTERSECTING PERPENDICULAR WALLS.
PROVIDE LATERAL SUPPORT FOR WALLS
WITHOUT ADEQUATE INTERSECTING MASONRY
CROSS WALLS THROUGH ATTACHMENTS TO
STRUCTURAL FLOOR OR ROOF FRAMING.
ADDITIONAL LATERAL SUPPORT TO
FLOOR OR ROOF FRAMING IS NOT
REQUIRED WHERE MINIMUM 4'-0" LONG
INTERSECTING CROSS WALLS SPACED AT
NO MORE THAN 36T ARE PRESENT.
UNLESS NOTED OTHERWISE, PROVIDE EITHER HAUNCHED SLAB BASE OR CONTINUOUS FOOTING AT CONTRACTOR'S OPTION FOR
ALL INTERIOR MASONRY WALLS THAT ARE 8" OR GREATER IN NOMINAL THICKNESS. INTERRUPT FOOTING OR HAUNCH 2" CLEAR
EACH SIDE OF ANY PIPING, TYPICAL.
2 # 5 BARS CONTINUOUS
IN SLAB HAUNCH.
4".4"1'-0"NOTES:
1.
INTERIOR MASONRY WALL, REFER TO
ARCHITECTURAL DRAWINGS FOR
THICKNESS AND LOCATION. REFER TO
SCHEDULE FOR REINFORCING.
VERTICAL DOWEL WITH STANDARD HOOK (03 3000)
TO BE SAME SIZE AND SPACING AS VERTICAL WALL
REINFORCEMENT. REFER TO SCHEDULE FOR
REQUIRED SPLICE LENGTH.
GROUT FIRST COURSE SOLID,
ALL VOIDS CONTINUOUS.
tw
1
1
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/12/2021 11:55:27 AMH:\2017\17-030 Dennis Yarmouth MS\Struct\71011 DYIMS 100% CD_SB-01.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
S-7.00
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
TYPICAL MASONRY
DETAILS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
NOT TO SCALE S-7.00
7TYPICAL MASONRY REINFORCING AT WALL OPENINGS
NOT TO SCALE S-7.00
9TYPICAL MASONRY BLOCK CONTROL JOINT
NOT TO SCALE S-7.00
6TYPICAL STEEL BEAM AND LINTEL BEARING ON MASONRY WALL DETAILS
NOT TO SCALE S-7.00
3TYPICAL MASONRY FIREWALL CONNECTION DETAIL
NOT TO SCALE S-7.00
8TYPICAL MASONRY WALL REINFORCING LAYOUT
NOT TO SCALE S-7.00
5TYPICAL INTERIOR MASONRY WALL BASE AT ELEVATED CONCRETE SLAB
NOT TO SCALE S-7.00
4TYPICAL INTERIOR MASONRY WALL BASE AT FOOTING
NOT TO SCALE S-7.00
1TYPICAL TOP OF MASONRY WALL LATERAL SUPPORT DETAILS
1 2-12-21 Structural Bulletin No. 1
NOT TO SCALE S-7.00
2TYPICAL BLOCKING ATTACHMENT AT ACOUSTIC BLOCK
1
1
S-7.003/4" = 1'-0"
10INTERIOR MASONRY WALL ON HAUNCHED SLAB
1
1
(addendum 2)
ALUMINUM
CONCRETE
GLASS
RIGID INSULATION
BRICK IN SECTION
CONCRETE MASONRY UNIT
EARTH
GYPSUM / PLASTER
STEEL
PEA GRAVEL
STONE
BATT INSULATION
PRECAST
GRAVEL
SAND
WOOD - SOLID
PLYWOOD
BRICK
CULTURED STONE
EXTERIOR COMPOSITE
PANEL
WOOD BLOCKING
WOOD SHIM
MATERIALS LEGEND
SEE DISCIPLINE SHEETS FOR DISCIPLINE SPECIFIC SYMBOLS
Sheet No. Sequence
Sheet Type
Discipline
A 101
1t
1i
Room Name
0-0000
NET SF
101
0 GRID LINE
ROOM No.
DOOR No.
WINDOW TYPE
WALL TYPE
NORTH ARROW
N
SPECIALTY
EQUIPMENT /
FURNITURE TAG
SCOPE NOTE
CENTER LINE
FLOW ARROW
INTERIOR
ELEVATION
DETAIL
SPOT
ELEVATION
MARKERS
REVISION No.
REVISION
CLOUD
EXTERIOR
ELEVATION
BUILDING SECTION
SHEET No.
A301
1
A201
1
A211
A501
1
1
3
4 2
DETAIL
SHEET
DETAIL
SHEET
DETAIL
SHEET
DETAIL
SHEET
1
SECTION
MARKERS
CEILING TAG
SD CD
CL
1
000
WALL SECTIONA301
1DETAIL
SHEET
W1 WAINSCOTING
TAG
SF16 STOREFRONT /
CURTAIN WALL TAG
?KEYNOTE TAG
?GLAZING TAG
BL1 BORROWED LITE
TAG
SYMBOLS LEGEND
TYPE 1.1
10'-0" AFF
A100 ROOM #
CEILING TYPE
CEILING HEIGHT
NOTES:
1. HEIGHTS SHOWN ARE TYP
UNLESS OTHERWISE NOTED.
(SEE INT. ELEVS.)
2. PROVIDE BLOCKING AS
REQUIRED FOR MOUNTING
EQUIPMENT AND
ACCESSORIES SHOWN.
3. SEE PLAN OR INT. ELEV. FOR
LENGTH OF TACK STRIPS,
TACK BOARDS &
MARKERBOARDS.
4. REFER TO ELECTRICAL
DWGS, FOR ADDITIONAL
MOUNTING NOTES.
10_4413.01
10_4416.01 27_5123.02
28_3110.03
26_0520.01
TYP.3' - 6"AFF7' - 0"AFF7' - 0"AFF3' - 0"TYPICAL CLASSROOMS
28_3110.02
TYP1' - 6"26 05 20.02
10_1100.01
10_1100.02
26_0520.02
AFF4' - 0"27_1300.06
AFF3' - 6"CL
1' - 6"CL
CLCL
CL
27_1300.05
26_0530.12
27_1300.05
26_0520.02
CL
CL
EQ EQ
AFF3' - 10"WALL MOUNTED
FIRST AID KIT
10_1100.05
AFF5' - 0"CL
10_1423
10_1100.03
PROJECTOR POWER & DATA TO BE
COORDINATED WITH ELEC. DWGS
TYPICAL MOUNTING HEIGHTS FOR EQUIPMENT
4' - 0"ELEVATOR
CALL BUTTON
4' - 6" MAX10_4413.02
23_0000.16
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO.ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
3/2/2021 9:15:25 AMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-0.01
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
NOTES,
ABBREVIATIONS,
LEGENDS & KEYNOTES
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
Abbrevation Description
SW SWITCH
SYMM SYMMETRICAL
SYNTH SYNTHETIC
SYS SYSTEM
T TREAD
T&B TOP AND BOTTOM
T&G TONGUE AND GROOVE
T/S TUB / SHOWER
TB TOWEL BAR
TCZ CEMENTITIOUS TERRAZZO
TEL TELEPHONE
TEMP TEMPERATURE
TEMP TEMPORARY
THK THICKNESS
THRES THRESHOLD
THRU THROUGH
TK BD TACK BOARD
TKP TACKABLE PANELING
TOC TOP OF CONCRETE
TOS TOP OF SLAB
TOW TOP OF WALL
TPD TOILET PAPER DISPENSER
TR ACCENT RAIL
TRTD TREATED
TRZ INTERIOR POURED EPOXY RESIN TERRAZO
TV TELEVISION
TYP TYPICAL
UC UNDERCUT
UGND UNDERGROUND
UL UNDERWRITER'S LABORATORY
UNFIN UNFINISHED
UNO UNLESS NOTED OTHERWISE
UR URINAL
V VOLT
VAC VACUUM
VENT VENTILATE
VERT VERTICAL
VEST VESTIBULE
VIF VERIFY IN FIELD
VNR VENEER
VOL VOLUME
VP VACUUM PUMP
VP VAPOR PRESSURE
VP VENEER PLASTER
VPC VENEER PLASTIC CEILING/SOFFIT
VR VAPOR RETARDER
VS VENT STACK
VS VOLUMETRIC SWITCH
VTR VENT THRU ROOF
W WIDE
W WEST
W / W WALL TO WALL
W/ WITH
W/D WASHER / DRYER
W/O WITHOUT
WB WOOD BASE
WC WATER CLOSET
WC WALLCOVERING
WD WOOD
WDH WOOD HAND RAIL
WDM WOOD WALL MOULDINGS
WDP WOOD PANELING
WDR WOOD CHAIR, CRASH, OR HAND RAIL
WDS ATHLETIC/ACOUSTIC ISOLATED WOOD
FLOORING
WDSHV WOOD SHELVING
WDV WOOD VENEER
WDW WINDOW
WF WIDE FLANGE
WGL WIRED GLASS
WH WALL HUNG
WI WROUGHT IRON
WP WATERPROOF
WP WORKING POINT
WPM WATERPROOF MEMBRANE
WR WEATHER RESISTANT
WR WIRE ROPE
WRP WATER REPELLENT
WT WEIGHT
WWF WELDED WIRE FABRIC
XPS EXTRUDED POLYSTYRENE
YD YARD
Abbrevation Description
PAR PARAPET
PART PARTIAL
PAT PATTERN
PBD PARTICLE BOARD
PCC PRECAST CONCRETE
PED PEDESTAL
PERF PERFORATED
PERIM PERIMETER
PERP PERPENDICULAR
PL PROPERTY LINE
PLAM PLASTIC LAMINATE
PLAS PLASTIC
PLAS PLASTER
PLYWD PLYWOOD
PR PAIR
PREFAB PREFABRICATED
PREFIN PRE-FINISHED
PRF POLYURETHANE SPORTS FLOORING
PROP PROPERTY
PRST PRESSURE TREATED
PS POURED SEALANT
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT PAINT(ED)
PT/E EPOXY PAINT
PT/F FLAT PAINT
PT/HG HIGH GLOSS PAINT
PT/SG SEMIGLOSS PAINT
PTD PAPER TOWEL DISPENSER
PTN PARTITION
PV PAVED
PVC POLYVINYL CHLORIDE
PVG PAVING
Q HEAT TRANSFER
Q RATE OF FLOW
QTY QUANTITY
R RISER
R RADIUS
RA RETURN AIR
RB RUBBER BASE
RC RESILIENT CHANNEL(S)
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
REC RECESSED
RECPT RECEPTACLE
REF REFERENCE
REF REFRIGERATOR
REFL REFLECTED
REG REGISTER
REINF REINFORCE(D)
REQ REQUIRED
RESIL RESILIENT
REST RESTROOM
RET RETURN
REV REVISE / REVISION
RF RESILIENT FLOORING
RFG ROOFING
RH RIGHT HAND
RM ROOM
RO ROUGH OPENING
ROW RIGHT OF WAY
RR ROLL ROOFING
RS RAPID START
RS ROUGH SAWN
RS RUBBER SHEET
RSF RUBBER SHEET FLOORING
RST REINFORCING STEEL
RT RIGHT
RTF RUBBER TILE FLOORING
RTS RUBBER TRANSITION STRIP
RWL RAIN WATER LEADER
S SOUTH
SAFM SPRAY-APPLIED FIREPROOFING MATERIAL
SAN SANITARY
SC SOLID CORE
SCHED SCHEDULE
SCRN SCREEN
SD SOAP DISPENSER
SECT SECTION
SF SQUARE FEET
SGL SINGLE
SH SINGLE HUNG
SHR SHOWER
SHR HD SHOWER HEAD
SHT SHEET
SHTHG SHEATHING
SIM SIMILAR
SL SEA LEVEL
SL SPOT LIGHT
SLDG SLIDING
SND SANITARY NAPKIN DISPENSER
SNDU SANITARY NAPKIN DISPOSAL UNIT
SPEC SPECIFY / SPECIFICATION
SPKR SPEAKER
SQ SQUARE
SQIN SQUARE INCH(ES)
SSP SOLID SURFACE POLYMER
SST STAINLESS STEEL
ST SINGLE THROW
ST STAIRS
ST STREET
ST STAIN
STA STATION
STD STANDARD
STIF STIFFENER
STON STONE
STOR STORAGE
STRUCT STRUCTURE / STRUCTURAL
SUH SUSPENDED UNIT HEATER
SURF SURFACE
SUSP SUSPENDED
Abbrevation Description
GRAN GRANITE
GT GREASE TRAP
GT GROSS TON
GT GROUT
GWB GYPSUM WALLBOARD
GYP GYPSUM
GYP BD GYPSUM BOARD
H HIGH
HC HOLLOW CORE
HCP HANDICAPPED
HD HEAVY DUTY
HDBD HARDBOARD
HDR HEADER
HDW HARDWARE
HDWD HARDWOOD
HDWL HEADWALL
HM HOLLOW METAL
HNDRL HANDRAIL
HORIZ HORIZONTAL
HP HEAT PUMP
HP HIGH PRESSURE
HP HORSEPOWER
HR HAND RAIL
HS HAND SINK
HT HEIGHT
HVAC HEATING / VENTILATION / AIR CONDITIONING
HW HOT WATER
HWP HOT WATER PUMP
HYD HYDRANT
IC IRONING CABINET
ID INSIDE DIAMETER
IN INCH / INCHES
INCL INCLUDE(D) / INCLUDING
INSUL INSULATE / INSULATION
INT INTERIOR
INV INVERT
ITS INTERTEK TESTING SERVICES
J-BOX JUNCTION BOX
JAN CLO JANITOR'S CLOSET
JS JANITOR'S SINK
KIT KITCHEN
L ANGLE
L LITER
LAB LABORATORY
LAM LAMINATE(D)
LAV LAVATORY
LB(S) POUND(S)
LC LINEN CLOSET
LF LINEAR FOOT (FEET)
LH LEFT HAND
LIB LIBRARY
LINO LINOLEUM
LKR LOCKER
LNO LINOLEUM
LPT LOW POINT
LT LIGHT
LTF LINOLEUM TILE FLOORING
LTWT LIGHT WEIGHT
LVR LOUVER
m METER
MACH MACHINE
MAT WALK-OFF MAT
MATL MATERIAL
MAX MAXIMUM
MB MACHINE BOLT
MB MAIL BOX
MB MIXING BOX
MBH MOP/BROOM HOLDER
MC MEDICINE CABINET
MCP ACOUSTIC LAY-IN METAL CEILING PADS
ME MECHANICAL ENGINEER
MECH MECHANICAL
MED MEDIUM
MEZZ MEZZANINE
MFR MANUFACTURE(R)
MH MANHOLE
MIN MINIMUM
MIRR MIRROR
MISC MISCELLANEOUS
MKR BD MARKER BOARD
MLDG MOULDING
mm MILLIMETER
MO MASONRY OPENING
MR MOISTURE RESISTANT
MS MOP SINK
MSB MOP SERVICE BASIN
MTD MOUNTED
MTL METAL
MTS METAL TRANSITION STRIP
MULL MULLION
MVBL MOVABLE
MW MICROWAVE
N NORTH
NA NOT AVAILABLE / APPLICABLE
NAT NATURAL
NFPA NATIONAL FIRE PROTECTION ASSOCIATION
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NTS NOT TO SCALE
OA OVERALL
OC ON CENTER
OD OUTSIDE DIAMETER
OF OUTSIDE FACE
OF / CI OWNER FURNISHED / CONTRACTOR INSTALLED
OFF OFFICE
OPH OPPOSITE HAND
OPNG OPENING
OPP OPPOSITE
OZ OUNCE
PAR PARALLEL
Abbrevation Description
CW CHEMICAL WASTE LINE
CW CLOCKWISE
CW COLD WATER PIPING
D DEEP
DBL DOUBLE
DEG DEGREE
DEMO DEMOLITION
DET DETAIL
DF DRINKING FOUNTAIN
DH DOUBLE HUNG
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DISP DISPENSER
DIV DIVISION
DMPF DAMPPROOFING
DR DOOR / DRAIN
DS DOWNSPOUT
DW DISHWASHER
DWG DRAWING
DWR DRAWER
E EAST
EA EACH
EF EACH FACE
EG VERTICAL END GUARDS
EHD ELECTRIC HAND DRYER
EIFS EXTERIOR INSULATION AND FINISH SYSTEM
EJ EXPANSION JOINT
EL ELEVATION
ELEC ELECTRICAL
ELEV ELEVATOR
EM ELECTROMAGNETIC
EM EXPANDED METAL
EMER EMERGENCY
ENCL ENCLOSED / ENCLOSURE
ENGR ENGINEER
ENTR ENTRANCE
EOS EDGE OF SLAB
EPB ELECTRIC PANEL BOARD
EQ EQUAL(LY)
EQUIP EQUIPMENT
ER POURED EPOXY
ERF POURED EPOXY FLOORING
ESCAL ESCALATOR
EST ESTIMATE
ETR EXISTING TO REMAIN
EW EACH WAY
EWC ELECTRIC WATER COOLER
EXF EXTERIOR FINISH
EXH EXHAUST
EXIST EXISTING
EXP EXPANSION
EXT EXTERIOR
FA FIRE ALARM
FAB FABRIC
FAI FRESH AIR INTAKE
FBRK FIREBRICK
FCP PREFABRICATED FABRIC CEILING PANEL
FCU FAN COIL UNIT
FD FLOOR DRAIN OR FRAME DIMENSION
FDTN FOUNDATION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FF EL FINISH FLOOR ELEVATION
FGL FIBERGLASS
FH FIRE HOSE
FHC FIRE HOSE CABINET
FIN FINISH(ED)
FIN FLR FINISHED FLOOR
FIN FLR FINISH FLOOR
FIXT FIXTURE
FLASH FLASH(ING)
FLR FLOOR
FLRSK FLOOR SINK
FLUOR FLUORESCENT
FM FACTORY MUTUAL
FOC FACE OF CONCRETE
FOF FACE OF FINISH
FOM FACE OF MASONRY
FOS FACE OF STUDS
FOW FACE OF WALL
FP FIREPROOF
FPL FIREPLACE
FR FRAME
FRG FIBER REINFORCED GYPSUM
FRP FIBERGLASS REINFORCED PLASTIC
FRT FIRE RETARDANT TREATED
FSP FIRE STAND PIPE
FSTNR FASTENER
FTG FOOTING
FURG FURRING
FUT FUTURE
FWC FABRIC WALL COVER
FWP NON-ACOUSTIC STRETCHED FABRIC PANEL
WALL INSTALATION
G GROUND
GA GAGE
GALV GALVANIZE(D)
GB GRAB BAR
GC GENERAL CONTRACTOR
GDISP GARBAGE DISPOSAL
GEN GENERAL
GFP GFRP OR GFRG FREESTANDING PANEL
GFRC GLASS FIBER REINCORCED CONCRETE
GFRG GLASS FIBER REINFORCED GYPSUM
GFRP GLASS FIBER REINFORCED POLYMER
GL GLASS / GLAZING
GLZ GLAZING
GPM GALLONS PER MINUTE
GR GROSS
GR LN GRADE LINE
Abbrevation Description
@ AT
A/C AIR CONDITIONER / CONDITIONING
ACC ACCESSIBLE
ACCSY ACCESSORY
ACOUS INSUL ACOUSTICAL INSULATION
ACOUS PNL ACOUSTICAL PANELS
ACP LAY-IN ACOUSTIC PANEL CEILING PADS
ACS DR ACCESS DOOR
ACS FLR ACCESS FLOOR
ACS PNL ACCESS PANEL
ACST ACOUSTICAL
ACT ACOUSTICAL CEILING TILE
AD AREA DRAIN
ADA AMERICANS WITH DISABILITIES ACT
ADDL ADDITIONAL
ADDM ADDENDUM
ADJ ADJUSTABLE / ADJACENT
ADMIN ADMINISTRATION
AFC ABOVE FINISHED COUNTER
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AFS ABOVE FINISHED SLAB
AHR ANCHOR
AHU AIR HANDLING UNIT
ALNMT ALIGNMENT
ALT ALTERNATE
ALUM ALUMINUM
ANOD ANODIZED
APC ACOUSTICAL PANEL CEILING
APPROX APPROXIMATELY
APPVD APPROVED
APT APARTMENT
ARCH ARCHITECT(URAL)
ASPH ASPHALT
ASTM AMERICAN SOCIETY FOR TESTING MATERIALS
ATC ACOUSTICAL TILE CEILING
AUTO AUTOMATIC
AVG AVERAGE
AWP WALL-MOUNTED SOUND ABSORPTION PANEL
AWT ACOUSTIC WALL TREATMENT
BD BOARD
BITUM BITUMINOUS
BL BASELINE
BL BLACK
BLDG BUILDING
BM BEAM
BO BOTTOM OF
BOT BOTTOM
BRG BEARING
BS BOTH SIDES
BSMT BASEMENT
BTWN BETWEEN
BUR BUILT UP ROOFING
BW BOTH WAYS
C CELSIUS
C CHANNEL
C TO C CENTER TO CENTER
CAB CABINET
CB CATCH BASIN
CEM CEMENT
CEM PLAS CEMENT PLASTER (STUCCO)
CER CERAMIC
CG CORNER GUARD
CH CHILLER
CH COAT HOOK
CHBD CHALKBOARD
CHFR CHAMFER
CI CAST IRON
CIP CAST IN PLACE
CJ CONTROL JOINT
CL CENTERLINE
CL D CLOTHES DRYER
CLG CEILING
CLG HT CEILING HEIGHT
CLL CONTRACT LIMIT LINE
CLO CLOSET
CLR CLEAR
CMU CONCRETE MASONRY UNIT
CNTR COUNTER
CO CARBON MONOXIDE
CO CASED OPENING
CO CERTIFICATE OF OCCUPANCY
CO CLEANOUT
CO COMPANY
CO CUTOUT
COL COLUMN
COMB COMBINATION
CONC CONCRETE
CONC FLR SEALED CONCRETE FLOOR
CONSTR CONSTRUCTION
CONT CONTINUE
CONT CONTROLLER
CONV CONVERT
CORR CORRIDOR / CORRUGATED
CPT CARPET
CR CLOSET ROD
CR CONTROL RELAY
CR CONTROL ROOM
CR CRASH RAIL
CS CAST STONE
CS CONTROL SWITCH
CSWK CASEWORK
CT CERAMIC TILE
CTB CERAMIC TILE BASE
CTR CENTER
CU COPPER
CU FT CUBIC FOOT
CU YD CUBIC YARD
CUB CUBICLE CURTAIN
CURT CURTAIN
CW CASEMENT WINDOW
A B
C
D
KEYNOTE TAG KEYNOTE DESCRIPTION
09_5426.13.04 SOLID-WOOD, GRILLE PANEL WALL
09_6400.01 SOLID WOOD FLOORING (TONGUE AND GROOVE), FIELD APPLIED SEALED FINISHED
09_6466.01 WOOD FINGER JOINTED STRIP FLOORING
09_6466.02 PAINTED GAME LINES (REFER TO SPEC. FOR SANDING & PREPARATION REQUIREMENTS) GAMELINES TO
BE VERIFIED BY ARCHITECT/OWNER BEFORE INSTALLATION
09_6466.03 PAINTED SCHOOL LOGO
09_6466.04 ALUMINUM TRANSITION PLATE
09_6466.05 ANCHORED, RESILIENT SLEEPER/SUBFLOOR
09_6466.12 RUBBER VENTED BASE
09_6513.07 WALL BASE, SEE FINISH SCHEDULE
10_1100.01 MARKER BOARD (SEE PLAN FOR LENGTH, SEE SPEC FOR MOUNTING REQUIREMENTS) (101100)
10_1100.02 TACKBOARD (SEE PLAN FOR LENGTH, SEE SPEC FOR BLOCKING REQUIREMENTS) (101100)
10_1100.03 TACK STRIP (SEE PLAN FOR LENGTH) (101100)
10_1100.05 FLAGPOLE AND MOUNTING BRACKET
10_1200.01 CUSTOM SEMI-RECESSED DISPLAY CASE
10_1419.01 ALUMINUM CAST EXTERIOR (ILLUMINATED) DIMENSIONAL LETTER SIGNAGE (SEE ELEC. DWGS &
SIGNAGE SHEETS)
10_1419.03 ALUMINUM CAST EXTERIOR DIMENSIONAL LETTER SIGNAGE, SUSPENDED ON 1/4" RODS
10_1423 INTERIOR PANEL SIGNAGE (101423)
10_1423.03 CUSTOM PRINTED HIGH PRESSURE LAMINATE SUPERGRAPHIC PANEL
10_1423.04 LASER CUT SUPERGRAPHIC
10_1423.16.01 VINYL ROOM NUMBERS AT ONE WINDOW IN EACH ROOM (TYPICAL)
10_2113.19.01 SOLID-PLASTIC TOILET PARTITIONS, FLOOR ANCHORED, OVERHEAD BRACED
10_2113.19.02 SOLID-PLASTIC WALL HUNG URINAL SCREEN (102113.19)
10_2113.19.06 TOILET PARTITION OVERHEAD BRACING
10_2116.19 SOLID-PLASTIC SHOWER AND DRESSING COMPARTMENTS
10_2123.01 PRIVACY CURTAIN, TRACK IN CEILING ABOVE (SEE DETAILS) (102123)
10_2239.02 FOLDING PANEL PARTITION, MIN. 50 STC RATING
10_2600.01 SURFACE MOUNTED STAINLESS STEEL CORNER GUARD (SEE MISC. DETAIL)
10_2600.02 FLUSH-MOUNTED METAL CORNER GUARD, SEE DETAIL
10_2800.04 GRAB BAR
10_4413 FIRE PROTECTION CABINET
10_4413.01 FULLY RECESSED VALVE CABINET
10_4413.02 SEMI-RECESSED FIRE EXTINGUISHER CABINET
10_4413.06 FULLY RECESSED FIRE EXTINGUISHER CABINET
10_4416 FIRE EXTINGUISHER
10_4416.01 SURFACE-MOUNTED FIRE EXTINGUISHER
10_5113.01 PRE-FINISHED METAL LOCKERS (SEE A-5.80 FOR LOCKER TYPES)
10_5113.12 PRE-FINISHED METAL LOCKER FILLER PANEL
10_8213.13 METAL ACOUSTICAL ROOF SCREEN
11_1320.01 RECESSED PROJECTION SCREEN (SEE AV DRAWINGS) (111320)
11_3013.04 REFRIGERATOR/FREEZER WITH ICE MAKER (113013)
11_4000 FOOD SERVICE EQUIPMENT (SEE FOOD SERVICE DRAWINGS)
11_6623.05 RETRACTABLE, MOTORIZED BASKETBALL BACKBOARD AND GOAL (116623)
11_6623.07 VOLLEYBALL FLOOR SLEEVE NET INSERTS (116623)
11_6623.08 SAFETY PADS (116623)
11_6626.01 PULL-UP BAR - WALL MOUNTED (PROVIDE BLOCKING)
11_6626.02 PEGGED BOARD VERTICAL CLIMBER - WALL MOUNTED (PROVIDE BLOCKING) (116626)
11_6626.03 CLIMBING ROPE W ACCESSORIES - CEILING MOUNTED (SEE STRUCTURAL DRAWINGS)
11_6626.05 HORIZONTAL LADDER
11_6626.06 VERTICAL ARM LADDER
11_6626.07 CLIMBING WALL
11_6626.08 TRAVERSE WALL, SEE FF&E DRAWINGS
11_6626.09 STALL BARS
11_6643 INTERIOR SCOREBOARDS
11_6643.01 LED SCOREBOARD W WIRELESS CONTROLS (FASTEN TO CMU & REFER ELECTRICAL DRAWINGS)
11_6643.02 SHOT CLOCK (SEE ELECTRICAL DRAWINGS) (116643)
11_6653.01 ELECTRIC TOP-ROLL GYM DIVIDER SYSTEM (SEE STRUCTURAL AND ELECTRICAL DRAWINGS) (116653)
12_2413 ROLLER WINDOW SHADE (122413)
12_2613.01 LIGHT SHELF (SEE DETAILS)
12_3000 CASEWORK (SEE CASEWORK DRAWINGS)
12_6100.01 773 SEAT FIXED AUDITORIUM SEATING, FRONT TWO ROWS DEMOUNTABLE
12_6600 TELESCOPING STANDS
22_0000.01 IN-WALL BOTTLE FILLING STATION (SEE PLUMBING DRAWINGS AND A-5.80 FOR TYPICAL MOUNTING
HEIGHTS)
22_0000.08 WALL HUNG ADA TOILET (SEE PLUMBING DRAWINGS)
22_0000.11 WALL HUNG URINAL (SEE PLUMBING DRAWINGS)
22_0000.12 WALL HUNG ADA URINAL (SEE PLUMBING DRAWINGS) (220000)
22_0000.14 WALL HUNG ADA SINK (SEE PLUMBING DRAWINGS) (220000)
22_0000.15 ROOF DRAIN (SEE PLUMBING DRAWINGS) (220000)
22_0000.16 OVERFLOW ROOF DRAIN (SEE PLUMBING DRAWINGS)
22_0000.17 MOP SINK (SEE PLUMBING DRAWINGS) (220000)
22_0000.20 UNDER COUNTER SINK (SEE PLUMBING DRAWINGS) (220000)
22_0000.31 STAINLESS STEEL RAIN GARDEN SCUPPER
22_0000.32 OVERFLOW WALL SCUPPER (SEE DETAILS)
22_0000.33 SHOWER FITTING (SEE PLUMBING DRAWINGS AND A-5.80 FOR TYPICAL MOUNTING HEIGHTS)
22_0000.34 SHOWER PAN (SEE PLUMBING DRAWINGS)
23_0000 HVAC ITEM (SEE HVAC DRAWINGS)
23_0000.01 REMOTE CONDENSING UNITS FOR REFRIGERATED ROOMS MOUNTED ON SLEEPERS. REFER TO
KITCHEN DRAWING FOR ADDITIONAL INFORMATION.
23_0000.02 CABINET UNIT HEATER (SEE HVAC DRAWINGS)
23_0000.03 WALL-MOUNTED RADIANT PANEL
23_0000.04 HVAC DIFFUSER (SEE HVAC DRAWINGS)
23_0000.08 ROOF MOUNTED HVAC EQUIPMENT (SEE HVAC DRAWINGS)
23_0000.09 PENTHOUSE ELEVATOR VENT FURNISHED AND INSTALLED BY HVAC
23_0000.12 HYDRONIC RADIANT HEATING ELEMENT
23_0000.13 EXHAUST FAN (SEE MECHANICAL DRAWINGS)
23_0000.15 CEILING MOUNTED CABINET UNIT HEATER (SEE HVAC DRAWINGS)
23_0000.16 THERMOSTAT
23_0000.19 INTEGRATED RADIANT PANEL AND LIGHT SHELVES BELOW (SHOWN AS DASHED LINE) IN SOUTH FACING
CLASSROOMS ONLY
23_0516 EXPANSION FITTINGS AND LOOPS FOR HVAC PIPING
23_8235.01 CONT. RADIANT PANEL (ACTIVE AND IN-ACTIVE) SEE M-SERIES DRAWINGS (238235)
26 05 20.02
26_0000.05 ELECTRICAL POKE-THRUS FOR FUTURE SOLAR PANELS
26_0520.01
26_0520.02
26_0520.03
26_0530.03 ELECTRICAL OUTLET (SEE ELEC. DRAWINGS)
26_0530.12 SWITCH (SEE ELEC. DRAWINGS)
26_5110 INTERIOR LIGHTING (SEE ELEC. DRAWINGS)
26_5110.02 RECESSED LIGHT FIXTURE (SEE ELEC. DRAWINGS)
26_5110.03 WALL MOUNTED LIGHT FIXTURE (SEE ELEC. DRAWINGS)
26_5610.01 EXTERIOR LIGHT FIXTURE (SEE ELEC. DRAWINGS) (265610)
27_1300.01 NETWORK PORT (SEE ELEC. DRAWINGS) (271300)
27_1300.05 VOICE/DATA/COMMUNICATION ITEM (SEE ELEC. DRAWINGS)
27_1300.06 WALL PHONE, SEE ELECTRICAL DRAWINGS
27_5123.02 CLOCK (SEE ELEC. DRAWINGS) (275123)
28_3110.02 FIRE ALARM PULL STATION (SEE FIRE PROTECT. DWGS) (283110)
28_3110.03 FIRE ALARM HORN AND STROBE (SEE FIRE PROTECTION DWGS)
DIVISION 11 EQUIPMENT
DIVISION 22 PLUMBING (FSB)
DIVISION 26 ELECTRICAL (FSB)
TBD.03
KEYNOTE TAG KEYNOTE DESCRIPTION
06_4000.13 WOOD BUILT-IN BENCH, PL-01 (SEE DETAILS). CONTINUOUS BALTIC BIRCH VENEER GRADE PLYWOOD
BENCH W/MOVEMENT JOINTS EVERY 8'-0" O.C. COLOR TO MATCH PL-01
06_4000.24 WOOD WAINSCOT CAP (SEE DETAILS)
06_4000.31 1X HARDWOOD APRON, EASE EDGES AND FINISH BOTTOM
06_4020 INTERIOR ARCHTECTURAL WOODWORK
06_7100.02 STRUCTURAL COMPOSITE Z CLIP (SEE SPEC.)
07 21 00.B6
07 95 13.E1
07_1416 COLD FLUID-APPLIED WATERPROOFING (FSB)
07_1616 CRYSTALLINE WATERPROOFING (FSB)
07_2100.04 RIGID INSULATION
07_2100.06 MINERAL WOOL INSULATION (072100)
07_2100.07 STRUCTURAL FOAM BLOCK
07_2100.11 2" MINERAL WOOL INSULATION
07_2600.04
07_2713
07_2726.05 CONT. SELF-ADHERING AIR AND VAPOR BARRIER (FSB)
07_4213.23 METAL COMPOSITE MATERIAL WALL PANELS (074213.23)
07_4213.23.01 ALUMINUM-FACED COMPOSITE WALL PANEL SYSTEM (074213.23)
07_4213.23.09 RECESSED METAL PANEL BAND, REFER TO DETAILS
07_4213.23.11 ACCENT ROOF EXTENDED FROM CANOPY, SEE DETAILS
07_4213.23.12 BENT METAL PANEL COPING
07_4246.01 FACE-ATTACHED GLASS FIBER REINFORCED CONCRETE PANEL SYSTEM W/COLOR-MATCHED RIVETS
07_5419.01 WHITE, ADHERED PVC MEMBRANE ROOF SYSTEM (SEE ROOF TYPES)
07_5419.02 COVER BOARD AND SUBSTRATE BOARD (SEE SPECIFICATION)
07_5419.05 ROOF WALKWAY PADS (SEE DETAILS) (075419)
07_5419.11 ROOF RIDGE OR TAPERED INSULATION HIGH POINT
07_6200.04 PRE-FINISHED ALUMINUM COPING (076200)
07_7129.01 MANUFACTURED ROOF EXPANSION JOINT (SEE DETAILS)
07_7200.01 SINGLE-LEAF ROOF HATCH/SMOKE VENT
07_7200.02 DOUBLE-LEAF ROOF HATCH/SMOKE VENT
07_7200.06 HATCH INDICATES FUTURE SOLAR PANEL ZONE
07_8100.01 SPRAYED FIRE-RESISTANCE MATERIALS
07_8413.02 PENETRATION FIRESTOPPING (AT HORIZONTAL ASSEMBLIES)
07_8443.01 JOINT FIRESTOPPING (AT JOINTS BETWEEN FIRE-RATED CONSTRUCTION)
07_9200 JOINT SEALANT (FSB)
07_9200.01 STRUCTURAL SILICONE
07_9200.06 CONTINUOUS 3/8" SEALANT WITH BACKER ROD"
07_9200.07 CONTINUOUS 1/2" SEALANT WITH BACKER ROD
07_9200.08 CONTINUOUS 1/2" INTERIOR SEALANT
07_9200.10 CONTINUOUS 3/8" INTERIOR SEALANT
07_9219.02 CONCEALED ACOUSTICAL SEALANT JOINT
07_9513.13.02 WALL/CEILING EXPANSION JOINT COVER
07_9513.13.03 RECESS-MOUNT FLOOR EXPANSION JOINT COVER
07_9513.13.08 ELASTOMERIC-SEAL ACOUSTICAL CEILING JOINT COVER
07_9513.13.09 FOAM SEAL
07_9513.13.11 FOAM SEAL WITH ACRYLIC, ELASTOMERIC PAINT TO MATCH ADJACENT CEILING FINISH
07_9513.16.03 EXPANSION JOINT
08_1113.01 EXTERIOR HOLLOW METAL DOOR AND FRAME (PAINTED)
08_1113.02 INTERIOR HOLLOW METAL DOOR AND FRAME (PAINTED)
08_1113.03 INTERIOR HOLLOW METAL BORROWED LIGHT (PAINTED FRAME)
08_1113.04 INTERIOR HOLLOW METAL FRAME (PAINTED)
08_1113.05 H.M. JAMB ANCHOR - MASONRY TYPE
08_1113.07 H.M. JAMB ANCHOR - STUD WALL TYPE
08_1113.08 H.M. JAMB ANCHOR - CONCRETE WALL TYPE
08_1113.11 SEALANT
08_1113.13 H.M. FRAME, PAINTED
08_1416 FLUSH WOOD DOOR
08_3516.01 SIDE-FOLDING OPEN AIR SECURITY GRILLE AND TOP-MOUNTED TRACK
08_3613.03 OVERHEAD SECTIONAL GLASS DOOR, MOTORIZED OPERATION
08_4413.01 7 1/2" THERMALLY BROKEN IMPACT RESISTANT CURTAINWALL ASSEMBLY, REFER TO ELEVATIONS &
DETAILS
08_4413.02 EXTERIOR SHADING FIN, DEPTH VARIES, REFER TO DETAILS
08_4413.03 10 1/2" THERMALLY BROKEN IMPACT RESISTANT CURTAINWALL ASSEMBLY, REFER TO ELEVATIONS &
DETAILS
08_5113.01 ALUMINUM WINDOW W/TRIPLE GLAZED INSULATED GLAZING UNITS, FIXED AND OPERABLE LITES AS
NOTED, REFER TO ELEVATIONS, SCHEDULE AND DETAILS
08_8000 GLAZING (FSB)
09_0002.01 WALL TILE (SEE FINISH SCHEDULE)
09_0002.02 TILE STARTING POINT
09_0002.05 PORCELAIN WALL TILE WAINSCOT WITH METAL EDGE STRIPS
09_0002.10 OUTSIDE CORNER METAL EDGE STRIP (SEE SPEC.)
09_2216 NON-STRUCTURAL METAL FRAMING (092216)
09_2216.01 1 5/8" METAL STUD FRAMING
09_2216.02 2 1/2" METAL STUD FRAMING
09_2216.04 3 5/8" METAL STUD FRAMING
09_2216.06 6" METAL STUD FRAMING
09_2216.13 1" Z-FURRING
09_2216.14 1 1/2" Z-FURRING
09_2216.21 4" METAL STUD FRAMING (092216)
09_2900 GYPSUM BOARD
09_2900.01 GYPSUM WALL BOARD, PAINTED
09_2900.02 GYPSUM BOARD ON NON-STRUCTURAL METAL FRAMING, SEE PLAN FOR WALL TYPES
09_2900.03 GYPSUM CEILING BOARD, PAINTED
09_2900.06 5/8" CEMENT BOARD TILE BACKER
09_2900.07 CORNER BEAD, TYPICAL
09_2900.11 JOINT SEALANT
09_2900.14 (2) LAYERS OF 5/8" GYPSUM WALL BOARD, PAINTED
09_2900.18 1/2" REVEAL JOINT IN GWB
09_2900.22 SOUND-ATTENUATION BLANKET
09_2900.23 5/8 GYPSUM WALL BOARD, PAINTED
09_5113.01 ACOUSTICAL CEILING TILE (ACT) (SEE CEILING TYPES)
09_5113.12 4" PERIMETER TRIM, GRID AND CEILING (SEE RCPS FOR TYPE) (095113)
09_5426.13 LINEAR WOOD CEILING (SEE CEILING TYPES) (FSB)
09_5426.13.02 ALTERNATING DEPTH X 1 5/16” WIDE LINEAR WOOD GRAIN PANEL GRILLE SUSPENDED CEILING AND
WALL SYSTEM
09_5426.13.03 SOLID-WOOD, GRILLE PANEL CEILING
KEYNOTE TAG KEYNOTE DESCRIPTION
03_3000.02 REINFORCED LIGHT-WEIGHT CONCRETE ON STRUCTURAL STYROFOAM (TYP)
03_3000.03 STRUCTURAL STYROFOAM
03_3000.04 CONCRETE EQUIPMENT PAD (SEE STRUCTURAL DRAWINGS)
03_3000.06 INDICATES LIMIT OF CONCRETE ACOUSTICAL FILL (TYPICAL). SEE STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION.
03_3000.29 CONCRETE WALL (SEE STRUCTURAL DRAWINGS)
03_3543 POLISHED CONCRETE FINISHING
03_3543.01 POLISHED CONCRETE FINISH FLOOR
03_4500 PRE-CAST ARCHITECTURAL CONCRETE (FSB)
04_2000 UNIT MASONRY (FSB)
04_2000.01 8" CONCRETE MASONRY UNIT (CMU)
04_2000.03 PRECAST BASE, REFER TO DETAILS
04_2000.04 SOLDIER COURSE USING CUSTOM BRICK SHAPE, SEE DETAIL
04_2000.05 FILLED REGION INDICATES SPECIAL BRICK PATTERN: EVERY-OTHER BRICK RECESSED 1/2", SEE DETAIL
04_2000.07 PRECAST COPING, REFER TO DETAILS
04_2000.08 CONTROL JOINT
04_2000.09 HEADER COURSING AT RADIUS
04_2000.10 6" CONCRETE MASONRY UNIT
04_2000.11 NORMAN THINBRICK VENEER
04_2000.12 PRECAST HEAD, REFER TO DETAILS
04_2000.24 CMU BOND BEAM, SEE STRUCTURAL DRAWINGS FOR SIZE AND REINFORCING
04_2000.30 4" CONCRETE MASONRY UNIT (CMU)
04_2000.34 CMU CORNER SHAPE
04_2000.46 CMU, GROUT SOLID
04_2000.47 GROUT SOLID
04_2000.50 12" CONCRETE MASONRY UNIT (CMU)
04_2000.51 CMU WALL, SEE PLAN FOR TYPE
04_2000.55 8" CMU BOND BEAM
04_2000.56 BULLNOSE CMU SHAPE AT JAMB, TYPICAL
04_4313.13.04 MORTARED CAVITY
05 40 00.B1
05_1200 STRUCTURAL STEEL FRAMING (SEE STRUCTURAL DRAWINGS)(051200)
05_1200.01 ARCHITECTURALLY EXPOSED STRUCTURAL STEEL, PAINTED (SEE STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION)
05_1200.03 PREFABRICATED BUILDING COLUMN CONSISTING OF A STRUCTURAL-STEEL MEMBER ENCASED IN
MANUFACTURER'S STANDARD INSULATING MATERIAL FOR FIRE PROTECTION AND ENCLOSED IN AN
OUTER, NON-LOAD-BEARING STEEL SHELL; PAINTED
05_1200.11 STEEL LINTEL (SEE STRUCTURAL DRAWINGS)
05_2100 STEEL JOIST FRAMING (SEE STRUCTURAL DRAWINGS)
05_3100.01 STEEL ROOF DECK (SEE STRUCTURAL DWGS)
05_4000 COLD-FORMED METAL FRAMING
05_4000.03 STEEL TRACK
05_4000.11 1-5/8" METAL STUD
05_4000.12 2-1/2" METAL STUD
05_4000.17 8" METAL STUD
05_4000.18 8" METAL JOIST
05_4000.29 LGMF ANGLE
05_5000 METAL FABRICATIONS (FSB)
05_5000.02 BRAKEMETAL PANEL; FINISH TO MATCH CURTAINWALL
05_5000.20 ACCESS LADDER W/HANDRAILS (MISC. METALS), PAINTED (SEE DETAILS)
05_5000.21 ROOF LADDER W/HANDRAILS, GALVANIZED (SEE DETAILS)
05_5113.03 STEEL PLATE (SEE STAIR DETAILS)
05_5113.05 STEEL SUPPORT ANGLE (TYP) WELDED TO STRINGER AND TREAD/RISER SUPPORT
05_5213.02 INTERIOR STEEL PIPE RAILING, SHOP-PRIMED & PAINTED (SEE STAIR DETAILS)
05_5213.03 TYPICAL WALL MOUNTED METAL HANDRAIL, SHOP-PRIMED & PAINTED (PROVIDE BLOCKING, SEE DETAIL)
05_5213.04 INTERIOR STEEL RAILING, NO EXTENSIONS. SEE DETAIL
05_5213.05 EXTERIOR STEEL PIPE RAILING; GALVANIZED & SHOP PAINTED
05_7100.01 INTEGRATED STAINLESS STEEL ANTI SLIP-STRIPS.
05_7100.02 3/16" SHEET STEEL STAIR ELEMENTS BENT TO SHAPE & CONNECTED TO STRINGER
05_7100.03 PRECAST TERRAZZO TREAD AND RISER
05_7100.04 1/8" BED OF MORTAR
05_7100.05 PRECAST TERRAZZO TOPPING
05_7300.01 1-1/2" DIA. STAINLESS STEEL PIPE HANDRAIL
05_7300.02 3/4" X 1-1/2" STAINLESS STEEL BAR POST @3'-6"O.C., WELDED TO PIPE HANDRAIL
05_7300.03 5/8" STAINLESS STEEL COUNTER-SUNK FLAT-HEAD BOLTS
05_7300.04 1-3/8" DIA. STAINLESS STEEL PLUG
05_7300.05 SOLID WOOD (HARDWOOD) PLUG IN OPEN END OF TUBE
05_7300.06 PAINTED STEEL GUARDRAIL: 2" X 1/2" PICKETS @4"O.C. MAX, TYPICAL
05_7300.07 3/8" STEEL PLATE WELDED TO GUARD RAIL
05_7300.08 ALL WELDS TO BE GROUND AND CONFORMED U.O.N., REFER TO SPECIFICATIONS FOR ADDITIONAL
INFORMATION
05_7300.11 RECESSED 1-1/2" DIA. STAINLESS STEEL PIPE HANDRAIL
06_1000 ROUGH CARPENTRY
06_1000.01 2X WOOD BLOCKING
06_1000.02 WOOD BLOCKING AS REQUIRED
06_1000.04 3/4" FIRE-RETARDANT PLYWOOD MOUNTING BOARD, PAINTED (BOTH SIDES AND EDGES WITH 2 COATS
OF WHITE PAINT) AND FIRE TREATED BLOCKING AS REQUIRED AT ELECTRICAL EQUIPMENT FROM 6"
A.F.F. TO 8'-0" A.F.F. - TYP. (COORDINATE WITH ELECTRICAL PRIOR TO MOUNTING PLYWOOD) TYPICAL AT
ALL ELECTRICAL, EMERGENCY ELECTRICAL AND DATA ROOMS.
06_1000.05 WOOD BLOCKING
06_1000.08 PLYWOOD BACKUP PANELS
06_1000.09 IN-WALL WOOD BLOCKING
06_1000.10 1X WOOD BLOCKING
06_1000.11 FT WOOD BLOCKING
06_1000.12 2X F.T. WOOD BLOCKING, TYP.
06_1000.15 SHIM AS REQUIRED
06_1600.02 GYPSUM SHEATHING
06_1600.03 PLYWOOD SHEATHING
06_4000 ARCHITECTURAL WOODWORK
06_4000.01 BUILT-IN TRASH AND RECYCLING STATION W/ 2 DOOR BASE CABINET
06_4000.02 HARDWOOD TRIM WITH CLEAR FINISH
06_4000.04 1X HARDWOOD SILL, EASE EDGES, FINISH TO MATCH PL-01
06_4000.05 SOLID SURFACE PORTAL SURROUND; REFER TO FINISH LEGEND
06_4000.06 PLASTIC LAMINATE ACCENT PORTAL, REFER TO A-5.60 FOR DETAIL
06_4000.08 BUILT-IN RECEPTION DESK REFER TO MILLWORK DETAILS
06_4000.10 HIGH-PRESSURE LAMINATE WALL PANEL, SEE FINISH LEGEND
06_4000.12 CUSTOM MILLWORK SEATING NICHES (SEE DETAILS)
3 2/18/21 ADDENDUM 3
8 3/1/21 ADDENDUM 8
8
8
1' - 5 3/4"EWA-2D: 1'-7 1/4"
1' - 5 1/4"
1' - 8 7/8"1' - 11 1/4"
HIGH PERFORMANCE CONCRETE PANEL
SYSTEM w/COLOR-MATCHED RIVETS -07_4247
2"AIR SPACE
THERMALLY-BROKEN COMPOSITE
FRAMING SUPPORT SYSTEM w/BUTYL
TAPE; HORIZONTAL AND VERTICAL
GIRTS -06_7100
6" RIGID MINERAL WOOL INSULATION - 06_7100
CONTINUOUS SELF-ADHERING WEATHER-
RESISTIVE MEMBRANE -07_2715 -SEAL ALL
PENETRATIONS
COUNTERFLASH EACH HORIZONTAL GIRT;
SEAL ALL PENETRATIONS
5/8" TYPE X GLASS-MAT GYPSUM
SHEATHING -06_1600
ROUT & RETURN ALUMINUM COMPOSITE
PANEL SYSTEM -07_4213.23
COUNTERFLASH EACH HORIZONTAL GIRT
NORMAN FACE-BRICK - 04_2000 THREE-
SIDED FINISHED (TYP). SOLID SHAPES AS
REQUIRED. LIPPED BRICKS AT LOOSE
LINTELS
2"AIR SPACE
THERMALLY-BROKEN MASONRY
ANCHOR w/BUTYL TAPE
5/8" GWB, REFER TO
INTERIOR ELEVATIONS AND
FINISH SCHEDULE FOR
ADDITIONAL INFORMATION
2"AIR SPACE
MASONRY TIE -04_2000
CONTINUOUS FLUID APPLIED WEATHER-
RESISTIVE MEMBRANE [07_2726] - SEAL
ALL PENETRATIONS
12" NOMINAL GROUND-FACED ACOUSTICAL CMU
WITH REINFORCEMENT CAVITY- 04_2000 BY MANUFACTURERSPACING AS REQUIREDEWA-1 GFRC PANEL RAINSCREEN ASSEMBLY EWA-2 METAL PANEL RAINSCREEN ASSEMBLY EWA-3 BRICK ON METAL STUD ASSEMBLY EWA-4A BRICK ON CMU ASSEMBLY
3 5/8"2"6"3 5/8"2"6"11 5/8"6"2"PANEL THICKNESS PER MANUF.6"2"
13mm
1/2" NOM
1' - 7 1/4"
2"AIR SPACE
8" NOMINAL CMU -04_2000
EWA-4B BRICK ON CMU ASSEMBLY
3 5/8"2"6"7 5/8"
5/8" GWB, REFER TO INTERIOR
ELEVATIONS AND FINISH
SCHEDULE FOR ADDITIONAL
INFORMATION
6" RIGID MINERAL WOOL
INSULATION - 04_2000
CONTINUOUS SELF-ADHERING
WEATHER-RESISTIVE MEMBRANE [07_
2715] -SEAL ALL PENETRATIONS
NORMAN FACE-BRICK - 04_2000 THREE-SIDED
FINISHED (TYP). SOLID SHAPES AS REQUIRED.
LIPPED BRICKS AT LOOSE LINTELS
6" RIGID MINERAL WOOL INSULATION - 04_2000
MASONRY TIE -04_2000
NORMAN FACE-BRICK - 04_2000 THREE-SIDED
FINISHED (TYP) SOLID SHAPES AS REQUIRED.
LIPPED BRICKS AT LOOSE LINTELS
6" RIGID MINERAL WOOL INSULATION -
07_2100
6" RIGID MINERAL WOOL INSULATION - 04_2000
8" COLD FORMED METAL
STUDS -05_4000
5/8" GWB, REFER TO INTERIOR
ELEVATIONS AND FINISH
SCHEDULE FOR ADDITIONAL
INFORMATION
COUNTERFLASH EACH ANCHOR
8" COLD FORMED METAL STUDS;
10" COLD FORMED METAL STUDS
@EWA-2D -05_4000
8" COLD FORMED METAL
STUDS -05_4000
5/8" TYPE X GLASS-MAT GYPSUM
SHEATHING -06_1600 5/8" TYPE X GLASS-MAT GYPSUM
SHEATHING -06_1600
CONTINUOUS FLUID APPLIED WEATHER-
RESISTIVE MEMBRANE [07_2726] - SEAL
ALL PENETRATIONS
THERMALLY-BROKEN COMPOSITE
FRAMING SUPPORT SYSTEM w/BUTYL
TAPE; HORIZONTAL AND VERTICAL
GIRTS -06_7100
6" RIGID MINERAL WOOL INSULATION - 06_7100
CONTINUOUS SELF-ADHERING
WEATHER-RESISTIVE MEMBRANE [07_
2715] -SEAL ALL PENETRATIONS
METAL PANEL RAINSCREEN ASSEMBLYEWA-2D
8
8
81 1/2"1' - 0 5/8"RA-1 SLOPING PVC ROOF ON METAL DECK RA-2 TAPERED PVC ROOF ON MET. DECK RA-3 PVC ROOF ON CONCRETE TOPPING1' - 3 5/8"10"3 1/2"1 1/2"SLOPED WHITE PVC ROOF SYSTEM
- WHITE PVC MEMBRANE (SOLAR REFLECTIVE INDEX ≥78 SPEC SECTION 07_5419 )
- 5/8" PROTECTION BOARD
- 10" RIGID INSULATION AND TAPERED INSULATION CRICKETS
- SELF-ADHERING VAPOR BARRIER / RETARDER
- (1) LAYER OF 1/2" DENSDECK
- STRUCTURAL METAL DECKING (SPEC SECTION 05_3100)
- SPRAY FIRE PROOFING WHERE NOTED FOR 1HR RATING PER UL#P713
PROVIDE ACCESSORIES, ALL TRIMS, FASCIAS, EXPANSION ASSEMBLIES,
FLASHING/TERMINATIONS & MISCELLANEOUS ITEMS. SEE 07_7100
TAPERED WHITE PVC ROOF SYSTEM
- WHITE PVC MEMBRANE (SOLAR REFLECTIVE INDEX ≥78; SPEC SECTION 07_5419 )
- 5/8" PROTECTION BOARD
- 10" TAPERED RIGID INSULATION AND TAPERED INSULATION CRICKETS
(10" AVERAGE -- SEE PLANS FOR SLOPES, 6"min AT DRAINS)
- SELF-ADHERING VAPOR BARRIER / RETARDER
- (1) LAYER OF 1/2" DENSDECK
- STRUCTURAL METAL DECKING (SPEC SECTION 05_3100)
- SPRAY FIRE PROOFING WHERE NOTED FOR 1HR RATING PER UL#P713
PROVIDE ACCESSORIES, ALL TRIMS, FASCIAS, EXPANSION ASSEMBLIES,
FLASHING/TERMINATIONS & MISCELLANEOUS ITEMS. SEE 07_7100
WHITE PVC MEMBRANE ROOF SYSTEM
- WHITE PVC MEMBRANE (SOLAR REFLECTIVE INDEX ≥78; SPEC SECTION 07_5419 )
- 5/8" PROTECTION BOARD
- 10" TAPERED RIGID INSULATION AND TAPERED INSULATION CRICKETS
(10" AVERAGE -- SEE PLANS FOR DEPTHS, 6"min AT DRAINS)
- SELF-ADHERING VAPOR BARRIER / RETARDER
- 3 1/2" ACOUSTIC CONCRETE FILL (REFER TO STRUC DWGS)
- STRUCTURAL METAL DECKING (REFER TO STRUC DWGS)
- SPRAY FIRE PROOFING WHERE NOTED FOR 1HR RATING PER UL#P713
PROVIDE ACCESSORIES, ALL TRIMS, FASCIAS, EXPANSION ASSEMBLIES,
FLASHING/TERMINATIONS & MISCELLANEOUS ITEMS. SEE 07_7100
FOR SLOPEVARIES, SEE PLANS1 1/2"RA-4 PVC ROOF w/ACOUSTICAL STEEL DECK1' - 2 5/8"SLOPED WHITE PVC MEMBRANE ROOF SYSTEM
- WHITE PVC MEMBRANE (SOLAR REFLECTIVE INDEX ≥78; SPEC SECTION 07_5419 )
- 5/8" PROTECTION BOARD
- 10" RIGID INSULATION AND TAPERED INSULATION CRICKETS
- SELF-ADHERING VAPOR BARRIER / RETARDER
- (1) LAYER OF 1/2" DENSDECK
- 3 1/2" ACOUSTICAL STEEL DECK (SPEC SECTION 05_3100)
PROVIDE ACCESSORIES, ALL TRIMS, FASCIAS, EXPANSION ASSEMBLIES,
FLASHING/TERMINATIONS & MISCELLANEOUS ITEMS. SEE 07_7100
3 1/2"1/2"10"5/8"5/8"10"RA-5 TAPERED PVC ROOF w/ACOUSTICAL DECK
TAPERED WHITE PVC MEMBRANE ROOF SYSTEM
- WHITE PVC MEMBRANE (SOLAR REFLECTIVE INDEX ≥78; SPEC SECTION 07_5419 )
- 5/8" PROTECTION BOARD
- 10" TAPERED RIGID INSULATION AND TAPERED INSULATION CRICKETS
(10" AVERAGE -- SEE PLANS FOR DEPTHS, 6"min AT DRAINS)
- SELF-ADHERING VAPOR BARRIER / RETARDER
- (1) LAYER OF 1/2" DENSDECK
- 3 1/2" ACOUSTICAL STEEL DECK (SPEC SECTION 05_3100)
PROVIDE ACCESSORIES, ALL TRIMS, FASCIAS, EXPANSION ASSEMBLIES,
FLASHING/TERMINATIONS & MISCELLANEOUS ITEMS. SEE 07_7100
FOR SLOPEVARIES, SEE PLAN3 1/2"1/2"5/8"VARIESEWA-5 GFRC PANEL CMU ASSEMBLY EWA-6 METAL PANEL ON CMU ASSEMBLY
HIGH PERFORMANCE CONCRETE PANEL
SYSTEM w/COLOR-MATCHED RIVETS -07_4247
2"AIR SPACE
THERMALLY-BROKEN COMPOSITE
FRAMING SUPPORT SYSTEM w/BUTYL
TAPE; HORIZONTAL AND VERTICAL
GIRTS - 06_7100
6" RIGID MINERAL WOOL INSULATION - 06_7100
COUNTERFLASH EACH HORIZONTAL GIRT;
SEAL ALL PENETRATIONS
FLUID APPLIED WEATHER-RESISTIVE
MEMBRANE [07_2726] - SEAL ALL
PENETRATIONS
12" NOMINAL GROUND-FACED ACOUSTICAL CMU
WITH REINFORCEMENT CAVITY- 04_2000
ROUT & RETURN ALUMINUM COMPOSITE
PANEL SYSTEM -07_4213.23
2"AIR SPACE
THERMALLY-BROKEN COMPOSITE
FRAMING SUPPORT SYSTEM w/BUTYL
TAPE; HORIZONTAL AND VERTICAL
GIRTS - 06_7100
6" RIGID MINERAL WOOL INSULATION - 06_7100
COUNTERFLASH EACH HORIZONTAL GIRT;
SEAL ALL PENETRATIONS
FLUID-APPLIED WEATHER-RESISTIVE
MEMBRANE [07_2726] -SEAL ALL
PENETRATIONS
12" NOMINAL GROUND-FACED ACOUSTICAL CMU
WITH REINFORCEMENT CAVITY- 04_2000
2 1/2"6"11 5/8"
1' - 8 1/8"
. 2"
6"11 5/8"PANEL THICKNESS PER MFR.
1' - 7 5/8"
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
3/4" = 1'-0"3/1/2021 9:51:44 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-0.02
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
EXTERIOR
ASSEMBLIES
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
EXTERIOR WALL ASSEMBLIES
ROOF ASSEMBLIES
3 2/18/21 ADDENDUM 3
8 3/1/21 ADDENDUM 8
SOUND BATT INSUL @ NON-RATED
PARTITIONS. BATT INSULATION PER UL
DESIGN NUMBER
U.O.N. (1) LAYER 5/8" TYPE "X" GYP BD
EACH SIDE - REFER TO FINISH
SCHEDULE FOR WALL FINISH
WIDTH-REF SCHED
UNDERSIDE OF STRUCTURE
BASE
PLAN
HEAD
TYPE S - STUD PARTITION
SCHEDULED CEILING, REFER TO RCP
STEEL TRACK, FASTEN 2'-0" OC MAX
WALL BASE & FLOOR FINISH AS SCHEDULED
SEALANT BOTH SIDES; FIRE RATED AT RATED PARTITIONS
STEEL TRACK, FASTEN 2'-0" OC MAX
MUD-ON L-BEAD IN FINISHED AREAS
ACOUSTICAL SEALANT BOTH SIDES; FIRE RATED AT RATED PARTITIONS
METAL STUDS SPACED 16" O.C.
REFER TO SCHEDULE FOR SIZE
ACOUSTICAL SEALANT BOTH SIDES; FIRE RATED AT RATED
PARTITIONS
BASE
PLAN
HEAD
TYPE F - FURRED PARTITION
METAL STUDS SPACED 16" O.C.
REFER TO SCHEDULE FOR SIZE
UNDERSIDE OF STRUCTURE
SCHEDULED CEILING, REFER TO RCP
STEEL TRACK, FASTEN 2'-0" OC MAX
WALL BASE & FLOOR FINISH AS SCHEDULED
ACOUSTICAL SEALANT
STEEL TRACK, FASTEN 2'-0" OC MAX
MUD-ON L-BEAD IN FINISHED AREAS
WIDTH-REF SCHED.
ACOUSTICAL SEALANT
U.O.N. (1) LAYER 5/8" TYPE "X" GWB;
REFER TO FINISH SCHEDULE FOR
WALL FINISH
METAL STUDS SPACED 16" O.C. W/
STEEL BRACES, REFER TO SCHEDULE
FOR SIZE
SOUND ATTENUATION FIRE BLANKET -
REFER TO SCHEDULE
UNDERSIDE OF STRUCTURE
BASE
PLAN
HEAD
WALL TYPE D - DOUBLE STUD PARTITION
SCHEDULED CEILING, REFER TO RCP
WALL BASE & FLOOR FINISH AS SCHEDULED
STEEL TRACK, FASTEN 2'-0" OC MAX
MUD-ON L-BEAD IN FINISHED AREAS
STEEL TRACK, FASTEN 2'-0" OC MAX
WIDTH-REF SCHED.
SEALANT BOTH SIDES; FIRE RATED AT RATED PARTITIONS
U.O.N. (1) LAYER 5/8" TYPE "X" GYP BD
EACH SIDE - REFER TO FINISH
SCHEDULE FOR WALL FINISH
ACOUSTICAL SEALANT BOTH SIDES; FIRE RATED AT RATED
PARTITIONS
ACOUSTICAL SEALANT BOTH SIDES; FIRE RATED AT RATED
PARTITIONS
1. REFER TO FLOOR PLANS FOR PARTITION TYPE LOCATIONS.
2. IN ALL BATHROOMS PROVIDE, MOISTURE RESISTANT GYP. BD. ON ALL WALLS AND CEILINGS.
3. IN ALL ROOMS OTHER THAN BATHROOMS WHICH CONTAIN SINKS OR OTHER PLUMBING FIXTURES
PROVIDE MOISTURE RESISTANT GYP. BD. ON THE WET WALL AND RETURN 4'-0" ON THE SIDE WALLS.
4. AT SHOWERS AND OTHER VERTICAL SURFACES THAT ARE SCHEDULED TO RECEIVE TILE FINISHES,
PROVIDE ONE LAYER OF CEMENTITIOUS BACKER BOARD IN PLACE OF THE OUTSIDE LAYER OF GYPSUM
BOARD ON THE SCHEDULED PARTITION. ON RATED WALLS, AT SHOWERS AND OTHER VERTICAL SURFACES
THAT ARE SCHEDULED TO RECEIVE TILE FINISHES, PROVIDE ONE LAYER OF CEMENTITIOUS BACKER
BOARD IN ADDITION TO THE OUTSIDE LAYER OF GYPSUM BOARD ON THE SCHEDULED PARTITION.
MAINTAIN RATED WALL CONSTRUCTION AT THESE LOCATIONS.
5. ALL GYPSUM BOARD SHALL BE 5/8” THICK, UNO. AT FIRE RATED ASSEMBLIES, PROVIDE TYPE ‘X’ GYP. BD.
MINIMUM, OR AS REQUIRED BY FIRE RATED ASSEMBLY.
6. FOR FIRE RATED ASSEMBLIES, OBTAIN AND FULLY CONFORM TO DESIGN REQUIREMENTS OF
UNDERWRITERS LABORATORIES, INC(UL) FOR EACH PARTITION ASSEMBLY, UNLESS MORE STRINGENT
REQUIREMENTS ARE SPECIFIED OR DESIGNATED BY A DETAIL OR NOTE, AS ALLOWED BY UL DESIGN.
7. FIRE-RESISTANCE-RATED & STC-RATED PARTITIONS SHALL CONFORM TO THE MINIMUM REQUIREMENTS
OF THE TESTED ASSEMBLY UNLESS MORE STRINGENT REQUIREMENTS ARE SPECIFIED OR DESIGNATED
BY DETAIL OR NOTE.
8. STC-RATED PARTITION CONSTRUCTION SHALL HAVE ALL PENETRATIONS AND INTERSECTIONS SEALED
AIR TIGHT WITH ACOUSTICAL SEALANT.
9. SEPARATE RECESSED OUTLETS OR SWITCH BOXES LOCATED ON OPPOSITE SIDES OF WALLS OR
PARTITIONS BY A MINIMUM HORIZONTAL DISTANCE OF 24 INCHES (U.L, INC.). FOR PARTITIONS WITH STC
RATINGS OF 60 OR HIGHER, SEPARATE BOXES BY THREE FRAMING BAYS (48", UNO). WHERE BOXES ARE
NOT SEPARATED BY THESE DISTANCES, PROVIDE BACK BOX PUTTY SEAL (KINETICS NOISE CONTROL
"ISOBACKER" OR EQUAL).
10. REFER TO SPECIFICATIONS FOR VERTICAL PARTITION SPACING CRITERIA AND METAL STUD GAUGES,
UNO.
11. REFER TO FINISH SCHEDULE AND REFLECTED CEILING PLANS FOR THE CEILING TYPE AND HEIGHT.
COORDINATE HEIGHTS OF GYP. BD. WITH CEILING HEIGHTS AND WITH PARTITION DETAILS INDICATED.
12. REFER TO FINISH SCHEDULE, FURNITURE PLANS, INTERIOR ELEVATIONS, INTERIOR DETAILS AND
ARCHITECTURAL CASEWORK DETAILS FOR WALL FINISHES AND WALL MOUNTED ACCESSORIES TO
COORDINATE BLOCKING REQUIREMENTS.
13. PROVIDE BLOCKING FOR ALL WALL OR CEILING MOUNTED EQUIPMENT, ARCHITECTURAL WOODWORK,
CASEWORK, LIGHTING, OR OTHER MISCELLANEOUS ITEMS & MEPFP EQUIPMENT TO ENSURE A PROPER
INSTALLATION. ALL BLOCKING TO BE FIRE TREATED.
14. REFER TO SHEET A-0.03 DETAIL FOR TYPICAL DIMENSIONS TO LOCATE DOORS.
15. REFER TO LIFE SAFETY PLANS AND THE PROJECT CODE ANALYSIS SUMMARY FOR FURTHER WALL,
FLOOR/CEILING ASSEMBLY RATING REQUIREMENTS.
16. MAINTAIN CONTINUOUS SMOKE/ FIRE RATED PARTITION AT INTERSECTIONS OF RATED WALLS AND
NON-RATED WALLS. WRAP GYPSUM BOARD AT JAMBS AND HEAD OF NON-RATED DOORWAYS AND
OPENINGS IN RATED WALLS AS REQUIRED TO MAINTAIN WALL RATING.
17. ALL DIMENSIONS SHOWN ARE TO THE FACE OF MASONRY, FACE OF STUD, AND CENTER OF COLUMN
LINES, U.O.N.
18. ALL PARTITION THICKNESSES SHOWN ARE ACTUAL DIMENSIONS. FINISHED FACES OF PARTITIONS TO
RUN FLUSH, CONTINUOUS AND SMOOTH, U.N.O.
19. ALL GYP. BD. WALL AND CEILING CONTROL JOINTS SHALL BE PROVIDED PER THE PROJECT
SPECIFICATIONS. COORDINATE ALL LOCATIONS WITH THE ARCHITECT PRIOR TO INSTALLATION.
20. ALL GYP. BD. WALL AND CEILING CONTROL JOINTS AT RATED CONDITIONS SHALL BE INSTALLED PER
GYPSUM ASSOCIATION GUIDELINES (GA-234-08). UNLESS MORE STRINGENT REQUIREMENTS ARE
SPECIFIED OR DESIGNATED BY DETAIL OR NOTE. COORDINATE ALL LOCATIONS WITH THE ARCHITECT
PRIOR TO INSTALLATION.
21. REFER TO STRUCTURAL DRAWINGS FOR SPECIFICATIONS & REINFORCEMENT REQUIREMENTS OF
MASONRY PARTITIONS.
22. REFER TO WALL SECTIONS FOR EXTERIOR WALL CONSTRUCTION.
23. IN ALL ELECTRICAL ROOMS, INSTALL FRT PLYWOOD FLOOR TO CEILING ON ALL WALLS IN ADDITION TO
WALL TYPE REQUIREMENTS. COORDINATE WITH ELECTRICAL CONTRACTOR.
24. IN ALL LOW VOLTAGE & TELE/DATA ROOMS, INSTALL FRT PLYWOOD FLOOR TO CEILING ON ALL WALLS
IN ADDITION TO WALL TYPE REQUIREMENTS. COORDINATE WITH LOW VOLTAGE CONTRACTOR.
25. WALL FINISHES NOT INDICATED IN ASSEMBLY DIAGRAMS. REFER TO INTERIOR ELEVATIONS AND
DETAILS, FINISH PLANS, FINISH SCHEDULE, AND FINISH LEGEND FOR FINISHES.
26. LEVEL 5 FINISH AT ALL SUPERGRAPHICS; REFER TO INTERIOR ELEVATIONS FOR LOCATIONS.
?
PARTITION TYPE NOTES
CONSTRUCTION TYPE DESIGNATOR
FIRE RATING DESIGNATOR (WHERE APPLICABLE)
PARTITION TYPE SYMBOL
PARTITION INDICATED ON PLANS
FRAMING WIDTH DESIGNATOR
PARTITION TYPE VARIANT DESIGNATOR (SEE TYPE COMMENTS)
X03B-2
BASE
PLAN
HEAD
TYPE M - FULL HT. MASONRY PARTITION
UNDERSIDE OF STRUCTURE
CMU, REFER TO
SCHEDULE FOR SIZE
SEE TYP CMU HEAD DETAILS
STRUCTURE
SCHEDULED CEILING, REFER TO RCP
TOTAL WIDTH
SEE SCHED FOR
HOLLOW BLOCK WALL
UNLESS OTHERWISE
NOTED. REFER TO
SCHEDULE FOR FILL
WALL BASE & FLOOR FINISH AS SCHEDULED
TYPE R - STUD PARTITION W/ RC
METAL STUDS SPACED 24" O.C.
REFER TO SCHEDULE FOR SIZE
SOUND ATTENUATION BLANKET AT ALL NON-
RATED PARTITIONS (REFER TO
TYPES/SCHEDULE)
BATT INSULATION PER UL DESIGN NUMBER
(2) LAYERS OF 5/8" TYPE "X" GWB BOTH
SIDES, REFER TO FINISH SCHEDULE FOR
WALL FINISH
UNDERSIDE OF STRUCTURE
BASE
PLAN
HEAD
SCHEDULED CEILING, REFER TO RCP
TOTAL WIDTH
WIDTH - REF. SCHED.
RC DELUXE RESILIENT CHANNELS, OR EQUAL
WALL BASE & FLOOR FINISH AS SCHEDULED
STEEL TRACK, FASTEN 2'-0" OC MAX
ACOUSTICAL SEALANT BOTH SIDES; FIRE RATED AT RATED
PARTITIONS
ACOUSTICAL SEALANT BOTH SIDES; FIRE RATED AT RATED
PARTITIONS
BASE
PLAN
HEAD
UNDERSIDE OF STRUCTURE
GROUND FACE CMU,
REFER TO SCHEDULE
FOR SIZE
SEE TYP CMU HEAD DETAILS
STRUCTURE
SCHEDULED CEILING, REFER TO RCP
TYPE G - FULL HT. MASONRY PARTITION
ACOUSTICAL CMU - SEE SCHEDULE FOR TYPE
WALL BASE & FLOOR FINISH AS SCHEDULED
MUD-ON L-BEAD IN FINISHED AREAS
GROUND FACE CMU
SEE SCHEDULE FOR WALL TYPE
TOTAL WIDTH
SEE SCHED. FOR
13' - 0" AFFVARIES
ACOUSTICAL SEALANT
ACOUSTICAL SEALANT
SOUND ATTENUATION
BLANKET, SEE WALL TYPES
CEILING, SEE RCPS
DEEP FLANGE EXPANSION TRACK,
ALLOW FOR 1" DEFLECTION OF
STRUCTURE
DO NOT ATTACH GYP. BD. TO TRACK
RUNNER TRACK, SEE WALL TYPE
FOR STUD SIZE
(2) LAYERS OF GWB
SIDE(1) LAYER OF GWB SIDE
SEALANT, TYP
MUD-ON L-BEAD, TYP
METAL STUD & GWB PARTITION,
REFER TO PARTITION TYPE FOR
SIZES
ACOUSTICAL SEAL @
DECK FLUTES, TYP
SCRIBE GYP. BD. TO DECK AT
EXPOSED LOCATIONS
ALIGNSEE STRUCT. DWGS FOR
LATERAL SUPPORTCMU PARTITION, SEE PLANS
1 5/8" METAL. STUDS
SEALANT, TYP
COMPRESSIBLE FILLER
(2) LAYERS 5/8" GWB STEEL JOISTS.
SEE STRUCT DWGS.
MUD-ON L-BEAD, TYP
PRE-FORMED FLUTE FILLER AT DECKS
RUNNING PERPENDICULAR TO THE WALL (TYP)
PROVIDE FIRE-STOPPING / SAFING AS
REQ'D, SEE SPEC FOR MORE INFO
STRUCTURE, SEE STRUCT DWGS
CMU, REFER TO
PARTITION TYPE FOR
SIZE
SOLID GROUT BOND BEAM,
SEE STRUCT DWGS
LATERAL WALL BRACING, SEE
STRUCT DWGS
FIRE RATED SEALANT AND
BACKER ROD, BOTH SIDES OF
WALL
ANCHOR INTO DECKING, SEE STRUCT DWGS
CMU & STRUCTURE1" MIN. CLR BETWEENCMU PARTITION,
SEE PLANS FOR TYPE
BACKER ROD & SEALANT, TYP
MUD-ON L-BEAD, TYP
METAL STUD & GWB PARTITION,
SEE PLANS FOR TYPE
BACKER ROD & SEALANT
CMU PARTITION,
SEE PLANS
BACKER ROD & SEALANT
COMPRESSIBLE FILLER.
PROVIDE FIRE RATED SEALANT AT
UNDERSIDE OF SLAB OR BETWEEN DECK
FLUTES AT RATED PARTITIONS
STRUCTURE, SEE STRUCT DWGS
CMU, REFER TO
PARTITION TYPE FOR
SIZE
SOLID GROUT BOND BEAM,
SEE STRUCT DWGS
LATERAL WALL BRACING, SEE
STRUCT DWGS
FILL FLUTES WITH NON-
HARDENING ACOUSTICAL
SEALANT AND BACKER ROD,
BOTH SIDES OF WALL
ANCHOR INTO DECKING, SEE STRUCT DWGS
SEE PLANS FOR WALL TYPE
SEE PLANS FOR WALL TYPE
CONTINUOUS CLEAR SEALANT BEAD
@ 90 DEGREE TILE INTERSECTIONS
TYP
5/8" CEMENT BOARD TILE
BACKER (09_2900.06)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
GYPSUM BOARD ON
NON-STRUCTURAL METAL
FRAMING, SEE PLAN FOR WALL
TYPES (09_2900.02)
TYP.
SHADED REGION INDICATES RATED PARTITION AS SCHEDULEDNON-RATED PARTITION AS SCHEDULED
GLASS-FACED TYPE-X GWB
CMU PARTITION, SEE PLANS FOR TYPE
FIRE RATED SEALANT, TYP
MUD-ON L-BEAD, TYP
METAL STUD & GWB PARTITION,
SEE PLANS FOR TYPE
FIRE RATED SEALANT, TYP
ALIGN
BASE
PLAN
HEAD
TYPE Z - FURRED PARTITION
METAL Z-FURRING - REFER TO SCHED
FOR SIZE, SPACING & WIDTH AS SPEC
UNDERSIDE OF STRUCTURE
SCHEDULED CEILING, REFER TO RCP
ACOUSTICAL SEALANT
METAL Z-FURRING, FASTEN 2'-0" OC MAX
WALL BASE & FLOOR FINISH AS SCHEDULED
ACOUSTICAL SEALANT
METAL Z-FURRING, FASTEN 2'-0" OC MAX
MUD-ON L-BEAD IN FINISHED AREAS
WIDTH-REF SCHED.1' - 4"U.O.N. (1) LAYER 5/8" TYPE "X" GWB.
REFER TO FINISH SCHEDULE FOR
WALL FINISH
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/19/2021 10:46:21 AMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-0.03
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
INTERIOR ASSEMBLIES
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
TYPEWIDTHFRAMING WIDTHFIRE RATINGSTC RATINGSOUND INSUL.COMMENTS
S02D 3 3/4" 2 1/2" 0 hr No 1 LAYER EACH SIDE
S03A 4 7/8" 3 5/8" 0 hr ≥45 Yes 1 LAYER EACH SIDE
S03A-1 4 7/8" 3 5/8" 1 hr ≥45 Yes 1 LAYER EACH SIDE. UL U419
S03B 6 1/8" 3 5/8" 0 hr 53 Yes 2 LAYERS EACH SIDE
S03B-2 6 1/8" 3 5/8" 2 hr 53 Yes 2 LAYERS EACH SIDE. UL U419
S03C 5 1/2" 3 5/8" 0 hr 49 Yes 2 LAYERS EXTERIOR SIDE, 1 LAYER INTERIOR SIDE
S03C-1 5 1/2" 3 5/8" 1 hr 49 Yes 2 LAYERS EXTERIOR SIDE, 1 LAYER INTERIOR SIDE
S03D 4 7/8" 3 5/8" 0 hr 40 No 1 LAYER EACH SIDE
S03D-1 4 7/8" 3 5/8" 1 hr 40 No 1 LAYER EACH SIDE. UL U419
S03E 6 1/8" 3 5/8" 0 hr 40 No 2 LAYERS EACH SIDE
S03F 5 1/2" 3 5/8" 0 hr 40 No 2 LAYERS EXTERIOR SIDE, 1 LAYER INTERIOR SIDE
S03F-1 5 1/2" 3 5/8" 1 hr 40 No 2 LAYERS EXTERIOR SIDE, 1 LAYER INTERIOR SIDE
S06A 7 1/4" 6" 0 hr ≥45 Yes 1 LAYER EACH SIDE
S06B 8 1/2" 6" 0 hr 53 Yes 2 LAYERS EACH SIDE
S06B-2 8 1/2" 6" 2 hr 53 Yes 2 LAYERS EACH SIDE
S06C-1 7 7/8" 6" 1 hr 50 Yes 2 LAYERS ONE SIDE, 1 LAYER OTHER SIDE
S06E 8 1/2" 6" 0 hr 40 No 2 LAYERS EACH SIDE
S08A 9 1/4" 8" 0 hr 50 Yes 1 LAYER EACH SIDE
S08B 10 1/2" 8" 0 hr 53 Yes 2 LAYERS EACH SIDE
S08B-1 10 1/2" 8" 1 hr 53 Yes 2 LAYERS EACH SIDE. UL U419
S08B-2 10 1/2" 8" 2 hr 53 Yes 2 LAYERS EACH SIDE. UL U419 TYPEWIDTHFRAMING WIDTHFIRE RATINGSTC RATINGSOUND INSUL.COMMENTS
F01A 2 1/4" 1 5/8" 0 hr No 1 LAYER
F02A 3 1/8" 2 1/2" 0 hr No 2 LAYERS
F02B 3 3/4" 2 1/2" 0 hr No 2 LAYERS
F03A 4 1/4" 3 5/8" 0 hr 34 Yes 1 LAYER
F03B 4 7/8" 3 5/8" 0 hr 38 Yes 2 LAYERS
F03C 4 1/4" 3 5/8" 0 hr 30 No 1 LAYER
F03D 4 7/8" 3 5/8" 0 hr 30 No 2 LAYERS
F03E 4 7/8" 3 5/8" 1 hr 30 No 2 LAYERS ONE SIDE
F06A 6 5/8" 6" 0 hr 34 Yes 1 LAYER
F06B 7 1/4" 6" 0 hr 38 Yes 2 LAYERS
F06B-1 7 1/4" 8" 0 hr ≥60 Yes 2 LAYERS GWB EACH SIDE
F06C 6 5/8" 6" 0 hr No 1 LAYER
F08B 9 1/4" 6" 0 hr 38 Yes 2 LAYERS
TYPEWIDTHFRAMING WIDTHFIRE RATINGSTC RATINGSOUND INSUL.COMMENTS
D01B 10 3/4" 3 5/8" 0 hr 60 Yes 2 LAYERS GWB EACH SIDE, 1" AIR SPACE BETWEEN STUDS, 2
ROWS 3" BATT INSULATION
D02B 1' - 0 1/4" 3 5/8" 0 hr 60 Yes 2 LAYERS GWB EACH SIDE, 2.5" AIR SPACE BETWEEN STUDS, 2
ROWS 3" BATT INSULATION
D05B 1' - 2 3/4" 3 5/8" 0 hr 60 Yes 2 LAYERS GWB EACH SIDE, 5" AIR SPACE BETWEEN STUDS, 2
ROWS 3" BATT INSULATION
D08B 1' - 9 3/4" 6" 0 hr ≥65 Yes 6" AND 8" FRAMING. 3 LAYERS GWB EACH SIDE, 4" AIR SPACE
BETWEEN STUDS (NO CROSS-BRACING), 2 ROWS OF 3" MINERAL
WOOL INSULATION.
D08B-1 1' - 9 3/4" 6" 1 hr ≥65 Yes 6" AND 8" FRAMING. 3 LAYERS GWB EACH SIDE, 4" AIR SPACE
BETWEEN STUDS (NO CROSS-BRACING), 2 ROWS OF 3" MINERAL
WOOL INSULATION.
D09A 1' - 5" 3 5/8" 0 hr 40 Yes PLUMBING CHASE - 8" AIR SPACE
D09B 1' - 6 1/4" 3 5/8" 0 hr 50 Yes PLUMBING CHASE - 8" AIR SPACE
D09C 1' - 6 1/4" 3 5/8" 0 hr ≥60 Yes PLUMBING CHASE - 8" AIR SPACE
D11A 1' - 7 1/2" 3 5/8" 0 hr 40 Yes PLUMBING CHASE - 11" AIR SPACE
D11B 1' - 8 3/4" 3 5/8" 0 hr 40 Yes PLUMBING CHASE - 11" AIR SPACE, 2 LAYERS GWB EACH SIDETYPEWIDTHCMU WIDTHFIRE RATINGSTC RATINGSOUND INSUL.COMMENTS
M04 3 5/8" 3 5/8" 0 hr 48 No
M06 5 5/8" 5 5/8" 0 hr 45 No
M06-1 5 5/8" 5 5/8" 1 hr 45 No UL U905
M06-2 5 5/8" 5 5/8" 2 hr 45 No UL U905
M06B 9 7/8" 5 5/8" 0 hr 47 No PROVIDE FULLY GROUTED CORES TO 10'-0" AFF. PROVIDE WALL
TYPE "Z02A" ON BOTH SIDES.
M06C 7 3/4" 5 5/8" 0 hr 47 No PROVIDE FULLY GROUTED CORES TO 10'-0" AFF. PROVIDE WALL
TYPE "Z02A" ON BOTH SIDES.
M08 7 5/8" 7 5/8" 0 hr 48 No
M08-1 7 5/8" 7 5/8" 1 hr 48 No UL U905
M08-2 7 5/8" 7 5/8" 2 hr 48 No UL U905
M08C 7 5/8" 48
M08D 9 3/4" 7 5/8" 0 hr 48 No PROVIDE WALL TYPE "Z02A" ON ONE SIDE.
M11 1' - 6 1/4" 3 5/8" 0 hr 40 No PLUMBING CHASE - 11" AIR SPACE
A B
C
D
TYPEWIDTHFRAMING WIDTHFIRE RATINGSTC RATINGSOUND INSUL.COMMENTS
R06B 9" 6" 0 hr ≥60 Yes 2 LAYERS GWB EACH SIDE
R08B 11" 8" 0 hr ≥60 Yes 2 LAYERS GWB EACH SIDETYPEWIDTHFRAMING WIDTHFIRE RATINGSTC RATINGSOUND INSUL.COMMENTS
G06 5 5/8" 5 5/8" 0 hr 45 No
G12-2 11 5/8" 11 5/8" 2 hr 33 No PROVIDE SOUNDBLOX (BASIS OF DESIGN) ABOVE 8'-4" AFF. UL U905
G12A 11 5/8" 11 5/8" 0 hr 47 No PROVIDE SOUNDBLOX (BASIS OF DESIGN) ABOVE 8'-4" AFF.
G12A-2 11 5/8" 11 5/8" 2 hr 47 No PROVIDE SOUNDBLOX (BASIS OF DESIGN) ABOVE 8'-4" AFF. UL U905
G12B-2 1' - 10 3/8" 11 5/8" 2 hr 60 No PROVIDE SOUNDBLOX (BASIS OF DESIGN) ABOVE 8'-4" AFF. UL U905.
PROVIDE WALL TYPE "F03A" ON ATRIUM SIDE, WITH 6-1/2" AIR SPACE
AND 3" MIN. INSULATION.
1 1/2" = 1'-0"
REFERENCING VIEW: 7/ A-5.58
5 TYP HEAD DETAIL AT GWB
1 1/2" = 1'-0"7 HEAD DETAIL AT CMU & JOIST
1 1/2" = 1'-0"6 TYP HEAD DETAIL AT RATED CMU
1 1/2" = 1'-0"
REFERENCING VIEW: 12/ A-5.53
8 TYP CMU TO GWB PLAN DETAIL
1 1/2" = 1'-0"9 TYP PLAN DETAIL AT CMU CORNER
1 1/2" = 1'-0"1 TYP HEAD DETAIL AT CMU
1 1/2" = 1'-0"2
PARTITION INTERSECTION - WET WALL
AT CLASSROOM DEMISING - STC 53
3" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
3 RATED TO NON-RATED PARTITION INTERSECTION
3 2/18/21 ADDENDUM 3
1 1/2" = 1'-0"4
TYP CMU TO RATED GWB
PLAN DETAIL
TYPEWIDTHFRAMING WIDTHFIRE RATINGSTC RATINGSOUND INSUL.COMMENTS
Z01A 1 5/8" 1" 0 hr No 1" Z-FURRING, 1 LAYER GWB
Z02A 2 1/8" 1 1/2" 0 hr No 1.5" Z-FURRING, 1 LAYER GWB
Z02B 2 3/4" 1 1/2" 0 hr No 1.5" Z-FURRING, 2 LAYERS GWB
3
A
A
B
B
C
C
D.1
D.1
E
E
F
F
G
G
H.1
H.1
K
L.9
Q
U
V
V
W
W
B.5
N
R
B.4
F.4
D1
D1
D2
D2
D3
D4
D5
D6 D8
D10
D11
D14
C1
C1
C2
C3
C4
C5
C7
C8
C9
C9
C11
B1
B4
B14
B20
B24
B24
B17
B22
B31
B32
B32
A2
A5
A9
A10
A15
A17
A24
A32
M.5
B18
B27
D15
D16
D17
D18
D19 D21
D22
D23
D24
D25
D25
D
D
H
H
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C22
J
J
V.5
V.5
A3
A8
A11
A12
A14
T
S
S.2
A23
B21
B21
B25
B23
B28
B28
B29
B29
P.7
M
M.9
N.4
N.7
N.9
P
B2
B3
A22
A21
A20
A19
A18
N.3
L
K.8
K.8
H.8
H.8
H.5
H.5
B19
B15
B16
B9
B6
F.5
D.7
D.7
D.3
D.3
D.5
D.5
JJ
ii
C115
C116
L.5
A4
A1
A6
A7
J.7
B33
B33
MATCHLINE -PART C
MATCHLINE -PART D
MATCHLINE -PART C
MATCHLINE -PART D
MATCHLINE -PART AMATCHLINE -PART BMATCHLINE -PART AMATCHLINE -PART BMATCHLINE -PART B
MATCHLINE -PART C
MATCHLINE -PART B
MATCHLINE -PART C86' - 10"6' - 0"86' - 10"6' - 0"
61' - 7 1/8"
14' - 3 3/4"
120' - 4 1/4"
14' - 3 3/4"
61' - 7 1/8"4' - 8 7/8"86' - 10"4' - 8 7/8"8.0000000°+28.20 ft
+28.20 ft
+28.20 ft
+25.70 ft
+28.20 ft
+28.20 ft
+29.37 ft
+28.20 ft
+28.20 ft
ELEVATOR SHAFT, COORD OPENINGS
AND PIT DEPTH WITH ELEV DWGS
2-1/2" RECESS AT
WALK-OFF MAT,
COORD WITH MFR
2-1/2" RECESS AT WALK-OFF
MAT, COORD WITH MFR
2-1/2" RECESSED IN SLAB AT WALK-OFF
MAT LOCATIONS, COORD WITH MFR
9 1/4"9' - 4 51/64"3 223/256"3 1/4"12' - 8 27/64"3 173/256"ELEVATOR SHAFT, COORD
OPENINGS AND PIT DEPTH
WITH ELEV DWGS
V.9
V.9
S.8
T.2
U.1
S.5
S.1
P.6
P.3
M.3
L.6
B30
B26
B12
B11
B10
B8
B13
B5
B7
K.1
J.3
D12 D13
D20
A31
P.8
P.9
N.5
A25
A26
A27
A28
A29
A30
P.1
P.2
P.4
+28.78 ft
9 0 °9
0
°
8 6 .8 6 °9
3.
1
4
°12' - 2 1/128"9 1/4"
9' - 4 51/64"
3 223/256"16' - 4 67/128"16' - 4 67/128"5' - 5 191/256"90°9 8 .1 3 °81.87°7 1/2"
7' - 10 103/256"
1' - 8 71/256"
6' - 2 1/8"7 1/2"15' - 6 25/256"7 1/2"+28.20 ft
+27.90 ft
+28.20 ft
+27.78 ft
HIGHLOW
HIGHLOW
2-1/2" RECESS AT WALK-OFF
MAT, COORD WITH MFR
SLAB DEPRESSION AT
TOILETS, SEE STRUCT DWGS14' - 4 7/8"31' - 10 3/8"6"2' - 2 13/32"4' - 4"
5' - 1 5/8"1' - 5 3/4"
9 0 °
9 0 °90°90°SLAB DEPRESSION AT TOILETS
AND KITCHEN, SEE STRUCT DWGS
31' - 9 1/8"31' - 9 1/8"4"13' - 0 29/32"15' - 7 3/8"
4"R 4'
- 0 5/8"
5 1/2"
100' - 6 3/4"
29' - 10 9/64"
3' - 7 5/8"
33' - 7 3/256"
3' - 7 5/8"1' - 9 5/8"1' - 9 5/8"5 39/64"120' - 5 17/32"2' - 5 5/8"EOS4 5/8"EOS
4 5/8"
EOS
4 159/256"EOS5"EOS
4 5/8"172°1' - 1 1/8"7' - 0"8' - 8"2' - 9 7/8"5' - 9 5/8"7' - 7 3/8"6' - 3 3/8"7' - 10"6' - 9 1/2"8' - 1 3/4"
6' - 4 1/8"1' - 6 1/4"8' - 2 7/8"7' - 10"6' - 9 1/2"16' - 2 7/8"8' - 5 1/8"14' - 1"6' - 4 1/8"1' - 6 1/4"7' - 11 1/8"6' - 9 1/2"7' - 10"10' - 5"1' - 6 1/4"10' - 2 3/4"3"20' - 11 7/8"5/8"
17' - 5 1/4"
3 5/8"
3' - 3"7' - 6 1/2"3 5/8"6' - 5 3/4"3 5/8"7' - 6 1/2"6' - 3 3/8"
1' - 6 1/4"
6' - 3 1/2"10' - 6 7/8"7' - 10"6' - 9 1/2"20' - 11 7/8"
5/8"3"10' - 2 3/4"1' - 6 1/4"10' - 5"8' - 8"
8' - 11 1/8"13' - 8 7/16"7' - 6 1/2"3 5/8"6' - 5 3/4"3 5/8"7' - 6 1/2"3"8' - 3 3/4"
6' - 4 1/2"
1' - 6 1/4"6' - 4 1/2"7' - 10"6' - 9 1/2"8' - 10 1/2"1' - 0 3/4"12' - 2 1/2"3"59' - 5 1/16"7 5/8"7' - 1"5 5/8"7' - 10 7/8"9 1/16"29' - 7 9/16"
11' - 0 9/16"
4 5/8"32' - 11 1/2"5' - 9"
7 5/8"
6' - 2 3/8"
1' - 3 3/4"6' - 2 1/8"7' - 1"1' - 7 11/16"7' - 10 5/8"1' - 3"
SLAB DEPRESSION AT
TOILETS , SEE STRUCT DWGS
SLAB DEPRESSION AT
TOILETS , SEE STRUCT DWGS
SLAB DEPRESSION AT
TOILETS , SEE STRUCT DWGS
SLAB DEPRESSION AT
TOILETS , SEE STRUCT DWGS
SLAB DEPRESSION AT
TOILETS , SEE STRUCT DWGS SLAB DEPRESSION AT TOILET,
SEE STRUCT DWGS
SLAB DEPRESSION AT
TOILETS , SEE STRUCT DWGS
SLAB DEPRESSION AT
TOILETS , SEE STRUCT DWGS
9' - 2 1/8"10' - 6 5/8"1' - 6 1/4"11' - 3"14' - 1 1/2"
SLAB DEPRESSION AT
TOILETS , SEE STRUCT DWGS
SLAB DEPRESSION AT
TOILETS , SEE STRUCT DWGS4' - 1 1/8"3 5/8"3' - 2 3/4"7' - 7 11/32"
3' - 2 1/32"
10' - 9 3/8"
8' - 2 7/8"3 5/8"
5' - 7"8' - 10 1/8"3 5/8"4' - 4"3 5/8"9' - 6 1/2"6' - 3 1/8"
4"7' - 11 5/8"10 5/8"3' - 1 3/4"
7' - 3 7/8"10' - 5 5/8"6' - 7"6' - 11 185/256"3' - 5 231/256"6' - 3 3/4"4"11 7/16"7' - 10 1/2"6' - 1 51/128"
4 7/8"
90°98°8 1 .8 6 °90.14°11 5/8"13' - 0 29/32"4"18' - 0 57/64"7' - 5 75/256"5' - 11 1/8"15' - 2 149/256"
5' - 11 1/8"
17' - 9 35/256"
D9
EDGE OF SLAB PLAN LEGEND
EOD / EOS EDGE OF DECK / EDGE OF SLAB
STRUCTURAL DECK BREAK /
STEP
COLUMN LABEL
DECK OPENING OR DEPRESSION
##
CL
CENTER LINECL
HP / LP HIGH POINT / LOW POINT
EQP EQUIPMENT PAD, FINAL LOCATION TBD
FB FLOOR BOX - ELECTRICAL
1. ALL DECK/SLAB OPENINGS SHALL BE COORDINATED WITH FINAL
COORDINATION MODEL.
2. COORDINATE EDGE OF DECK AT PERIMETER WITH CURTAIN WALL DESIGN
ASSIST DOCUMENTS.
3. COORDINATE STEEL BENT PLATE DECK EDGE AND POUR STOPS WITH
CURTAINWALL PACKAGE AND EXTERIOR WALL CONSTRUCTION. SEE
STRUTURAL DRAWINGS FOR TYPICAL DETAILS AND OTHER CONDITIONS.
4. COORDINATE ALL OPENINGS WITH STRUCTURAL STEEL FRAMING AND DECK
REQUIREMENTS FOR OPENINGS OF RELATED SIZE. SEE STRUCTURAL DWGS.
5. ALL OPENINGS SHALL HAVE A MINIMUM 1 HOUR RATING AT ROOF AND FLOOR
DECKS. COORDINATE OPENING FRAMING WITH FIRE/SMOKE DAMPERS AS
SHOWN ON MECHANICAL DRAWINGS.
6. COORDINATE ALL CORING WITH MEPFP DRAWINGS. SEE STRUCTURAL
DRAWINGS FOR CORE SPACING REQUIREMENTS AND SUPPORT. CORE
LOCATIONS ON EDGE OF DECK PLANS ARE APPROXIMATE.
7. COORDINATE ALL UTILITY SLAB ON GRADE OPENINGS WITH ASSOCIATED
UTILITY DRAWINGS, IE. PLUMBING, ELECTRICAL, TELCOM, FOOD SERVICE ETC.
8. COORDINATE STEEL FRAMING AND COMPOSITE DECK EDGES WITH STEEL
STAIR STRINGERS, CONCRETE FILLED PAN STAIRS AND STAIR LANDINGS.
9. GC SHALL COORDINATE SHOP PRIMER COMPATIBILITY WITH EXPOSED TO VIEW
STRUCTURAL STEEL THAT REQUIRES THIN FILM FIRE PROOFING (INTUMESCENT
FIRE-RESISTVE COATING)
10. WALLS IDENTIFIED AS "ARCHITECTURAL CONCRETE" OR "EXPOSED TO VIEW
ARCHITECTURAL CONCRETE" SHALL BE PLACED PER THE GUIDELINES AND
STANDARDS OF ACI 303R-04 AND ACI 303.1-97 AS SPECIFIED IN SECTION 033000
CAST-IN-PLACE CONCRETE. WALLS DESIGNATED AS SUCH SHALL BE
ARCHITECTURAL CONCRETE FOR THEIR ENTIRE HEIGHT AND ENTIRE LENGTH.
SO SLAB OPENING FOR CURTAINWALL
CURB
CMU PARTITION
CIP CURB
EDGE OF SLAB PLAN NOTES
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO.ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
1/25/2021 3:56:18 PMC:\REVIT LOCAL\71010_DYIMS_CONSTRUCTION DOCUMENTS_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
A-0.11
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
100% CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
EDGE OF SLAB PLAN -
FIRST FLOOR
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/16" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
1 EDGE OF SLAB PLAN - FIRST FLOOR - OVERALL
A
A
B
B
C
C
D.1
D.1
E
E
F
F
G
G
H.1
H.1
K
L.9
U
V
V
W
W
B.5
N
R
B.4
F.4
D1
D1
D2
D2
D3
D4
D5
D6 D8
D10
D11
D14
C1
C1
C2
C3
C4
C5
C7
C8
C9
C9
C11
B1
B4
B14
B20
B24
B24
B17
B22
A2
A5
A9
A10
A15
A17
M.5
B18
D15
D16
D17
D18
D19 D21
D22
D23
D24
D25
D25
D
D
H
H
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C22
J
J
V.5
V.5
A3
A8
A11
A12
A14
T
S
S.2
B21
B21
B25
B28
B28
B29
B29
P.7
M
M.9
N.4
N.7
N.9
P
B2
A22
L
K.8
K.8
H.8
H.8
H.5
H.5
B19
B15
B16
B9
B6
F.5
D.7
D.7
D.3
D.3
D.5
D.5
JJ
ii
C115
C116
L.5
A4
A1
A6
A7
J.7
B33
B33
MATCHLINE -PART C
MATCHLINE -PART D
MATCHLINE -PART C
MATCHLINE -PART D
MATCHLINE -PART AMATCHLINE -PART BMATCHLINE - PART AMATCHLINE - PART B
MATCHLINE -PART B
MATCHLINE -PART C
ELEVATOR SHAFT, COORD
OPENINGS AND PIT DEPTH
WITH ELEV DWGS
ELEVATOR SHAFT, COORD OPENINGS
AND PIT DEPTH WITH ELEV DWGS
+41.53 ft
+41.53 ft
+41.53 ft
+38.70 ft
V.9
V.9
S.8
T.2
U.1
S.5
S.1
M.3
L.6
B30
B12
B11
B10
B8
B13
B5
B7
K.1
J.3
D12 D13
D20
P.8
N.5
A26
N.6
P.1
+41.87 ft
+42.20 ft+42.20 ft+42.20 ft
+41.87 ft
+42.20 ft
+42.20 ft
+41.87 ft+41.87 ft
9' - 4 1/4"
19' - 11 1/8"10' - 6 7/8"1' - 6 1/4"11' - 3"14' - 1 3/8"
3 5/8"
5' - 7"5' - 3 13/16"3' - 7 1/2"5' - 6 1/8"
3 5/8"1' - 1 1/8"7' - 0"8' - 8"2' - 9 7/8"R 6 ' - 0 "
6' - 9 1/2"1' - 6 1/4"
6' - 10 1/8"
5 3/4"8' - 11 79/128"3/8"SLAB DEPRESSION AT
TOILETS, SEE STRUCT DWGS
OPEN TO BELOWR 6'
- 0"82 °90°8' - 10 3/8"3 5/8"4' - 4"3 5/8"9' - 6 1/2"1' - 2 15/16"4' - 6"4' - 0 1/2"4' - 0"1' - 5"6' - 0"
2' - 8 255/256"
2' - 10 95/128"7' - 11 1/4"3' - 0"2' - 0 7/8"3' - 11"2' - 0"3' - 11"2' - 0"3' - 11"2' - 2 9/16"7 41/128"3' - 0"8' - 7 63/128"3' - 11"6' - 4 1/2"
1' - 6 1/4"6' - 4 1/2"
2' - 1"7' - 10"6' - 9 1/2"7' - 11 1/8"7' - 11"6' - 9 1/2"7' - 10"8' - 8"
2' - 11 1/8"6' - 0"7' - 8 7/16"3"10' - 2 3/4"1' - 6 1/4"10' - 5"3' - 7 1/2"
20' - 11 7/8"7' - 6 1/2"3 5/8"6' - 5 3/4"3 5/8"7' - 6 1/2"3"3' - 5"3 5/8"17' - 3 1/4"
6' - 3 1/2"
1' - 6 1/4"
6' - 3 1/2"3' - 10 5/8"7' - 10"6' - 9 1/2"SLAB DEPRESSION AT
TOILETS, SEE STRUCT DWGS
SLAB DEPRESSION AT
TOILETS, SEE STRUCT DWGS
SLAB DEPRESSION
AT TOILETS, SEE
STRUCT DWGS
SLAB DEPRESSION
AT TOILETS, SEE
STRUCT DWGS
SLAB DEPRESSION AT
TOILETS, SEE STRUCT DWGS
15' - 0"
9' - 0 1/2"
24' - 0 1/2"6' - 10 3/4"5' - 2 1/4"4"12' - 1"3"18' - 0 1/2"
4"
17' - 8 1/2"
4"
23' - 8 1/2"10' - 5"1' - 6 1/4"10' - 2 3/4"3"20' - 11 7/8"5/8"7' - 6 1/2"3 5/8"6' - 5 3/4"3 5/8"7' - 6 1/2"3"17' - 3 1/4"
3 5/8"
3' - 5"3' - 9"3' - 9"3' - 9"3"12' - 2 1/4"3"4"14' - 4 1/2"
9' - 4"
14' - 8 1/2"
24' - 0 1/2"7' - 1 3/4"5' - 0 1/2"18' - 0 1/2"17' - 8 1/2"
4"
6' - 4 1/8"
1' - 6 1/4"
6' - 4 1/8"2' - 1"8' - 0 1/2"7' - 10"3' - 3 3/4"
2' - 8 3/8"
3' - 9 3/8"7' - 11 1/8"
3 5/8"3' - 0 3/4"6' - 10 1/8"7' - 8 3/4"8' - 1 1/8"7' - 8 3/4"6' - 10 1/8"7' - 2 21/64"4' - 11 253/256"2 211/256"12' - 2 81/256"3 7/64"14' - 11 1/4"
9' - 1 1/4"
24' - 0 1/2"
4"
23' - 8 1/2"
4"
17' - 8 1/2"18' - 0 1/2"
3' - 1"
4' - 2 5/8"6"7' - 11 3/4"
5' - 0 1/2"3' - 9 1/2"5/8"7' - 10"6' - 9 1/2"6' - 4 1/8"
1' - 6 1/4"
8' - 2 1/4"
12' - 6 3/8"7' - 10"6' - 9 1/2"D9
MECHANICAL SHAFT
SLAB DEPRESSION AT
TOILETS, SEE STRUCT DWGS
SLAB DEPRESSION AT
TOILETS, SEE STRUCT DWGS
MECHANICAL SHAFT
6' - 0"
2' - 9"
2' - 8"
6' - 5 3/8"
2 3/4"4' - 0"
1' - 7 1/2"
2' - 6"
+41.53 ft4 1/2"26' - 11 7/8"
+40.45 ft
+42.20 ft
EDGE OF SLAB PLAN LEGEND
EOD / EOS EDGE OF DECK / EDGE OF SLAB
STRUCTURAL DECK BREAK /
STEP
COLUMN LABEL
DECK OPENING OR DEPRESSION
##
CL
CENTER LINECL
HP / LP HIGH POINT / LOW POINT
EQP EQUIPMENT PAD, FINAL LOCATION TBD
FB FLOOR BOX - ELECTRICAL
1. ALL DECK/SLAB OPENINGS SHALL BE COORDINATED WITH FINAL
COORDINATION MODEL.
2. COORDINATE EDGE OF DECK AT PERIMETER WITH CURTAIN WALL DESIGN
ASSIST DOCUMENTS.
3. COORDINATE STEEL BENT PLATE DECK EDGE AND POUR STOPS WITH
CURTAINWALL PACKAGE AND EXTERIOR WALL CONSTRUCTION. SEE
STRUTURAL DRAWINGS FOR TYPICAL DETAILS AND OTHER CONDITIONS.
4. COORDINATE ALL OPENINGS WITH STRUCTURAL STEEL FRAMING AND DECK
REQUIREMENTS FOR OPENINGS OF RELATED SIZE. SEE STRUCTURAL DWGS.
5. ALL OPENINGS SHALL HAVE A MINIMUM 1 HOUR RATING AT ROOF AND FLOOR
DECKS. COORDINATE OPENING FRAMING WITH FIRE/SMOKE DAMPERS AS
SHOWN ON MECHANICAL DRAWINGS.
6. COORDINATE ALL CORING WITH MEPFP DRAWINGS. SEE STRUCTURAL
DRAWINGS FOR CORE SPACING REQUIREMENTS AND SUPPORT. CORE
LOCATIONS ON EDGE OF DECK PLANS ARE APPROXIMATE.
7. COORDINATE ALL UTILITY SLAB ON GRADE OPENINGS WITH ASSOCIATED
UTILITY DRAWINGS, IE. PLUMBING, ELECTRICAL, TELCOM, FOOD SERVICE ETC.
8. COORDINATE STEEL FRAMING AND COMPOSITE DECK EDGES WITH STEEL
STAIR STRINGERS, CONCRETE FILLED PAN STAIRS AND STAIR LANDINGS.
9. GC SHALL COORDINATE SHOP PRIMER COMPATIBILITY WITH EXPOSED TO VIEW
STRUCTURAL STEEL THAT REQUIRES THIN FILM FIRE PROOFING (INTUMESCENT
FIRE-RESISTVE COATING)
10. WALLS IDENTIFIED AS "ARCHITECTURAL CONCRETE" OR "EXPOSED TO VIEW
ARCHITECTURAL CONCRETE" SHALL BE PLACED PER THE GUIDELINES AND
STANDARDS OF ACI 303R-04 AND ACI 303.1-97 AS SPECIFIED IN SECTION 033000
CAST-IN-PLACE CONCRETE. WALLS DESIGNATED AS SUCH SHALL BE
ARCHITECTURAL CONCRETE FOR THEIR ENTIRE HEIGHT AND ENTIRE LENGTH.
SO SLAB OPENING FOR CURTAINWALL
CURB
CMU PARTITION
CIP CURB
EDGE OF SLAB PLAN NOTES
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO.ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
1/25/2021 3:56:31 PMC:\REVIT LOCAL\71010_DYIMS_CONSTRUCTION DOCUMENTS_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
A-0.12
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
100% CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
EDGE OF SLAB PLAN -
SECOND FLOOR
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/16" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
1 EDGE OF SLAB PLAN - SECOND FLOOR - OVERALL
EDGE OF SLAB PLAN LEGEND
EOD / EOS EDGE OF DECK / EDGE OF SLAB
STRUCTURAL DECK BREAK /
STEP
COLUMN LABEL
DECK OPENING OR DEPRESSION
##
CL
CENTER LINECL
HP / LP HIGH POINT / LOW POINT
EQP EQUIPMENT PAD, FINAL LOCATION TBD
FB FLOOR BOX - ELECTRICAL
1. ALL DECK/SLAB OPENINGS SHALL BE COORDINATED WITH FINAL
COORDINATION MODEL.
2. COORDINATE EDGE OF DECK AT PERIMETER WITH CURTAIN WALL DESIGN
ASSIST DOCUMENTS.
3. COORDINATE STEEL BENT PLATE DECK EDGE AND POUR STOPS WITH
CURTAINWALL PACKAGE AND EXTERIOR WALL CONSTRUCTION. SEE
STRUTURAL DRAWINGS FOR TYPICAL DETAILS AND OTHER CONDITIONS.
4. COORDINATE ALL OPENINGS WITH STRUCTURAL STEEL FRAMING AND DECK
REQUIREMENTS FOR OPENINGS OF RELATED SIZE. SEE STRUCTURAL DWGS.
5. ALL OPENINGS SHALL HAVE A MINIMUM 1 HOUR RATING AT ROOF AND FLOOR
DECKS. COORDINATE OPENING FRAMING WITH FIRE/SMOKE DAMPERS AS
SHOWN ON MECHANICAL DRAWINGS.
6. COORDINATE ALL CORING WITH MEPFP DRAWINGS. SEE STRUCTURAL
DRAWINGS FOR CORE SPACING REQUIREMENTS AND SUPPORT. CORE
LOCATIONS ON EDGE OF DECK PLANS ARE APPROXIMATE.
7. COORDINATE ALL UTILITY SLAB ON GRADE OPENINGS WITH ASSOCIATED
UTILITY DRAWINGS, IE. PLUMBING, ELECTRICAL, TELCOM, FOOD SERVICE ETC.
8. COORDINATE STEEL FRAMING AND COMPOSITE DECK EDGES WITH STEEL
STAIR STRINGERS, CONCRETE FILLED PAN STAIRS AND STAIR LANDINGS.
9. GC SHALL COORDINATE SHOP PRIMER COMPATIBILITY WITH EXPOSED TO VIEW
STRUCTURAL STEEL THAT REQUIRES THIN FILM FIRE PROOFING (INTUMESCENT
FIRE-RESISTVE COATING)
10. WALLS IDENTIFIED AS "ARCHITECTURAL CONCRETE" OR "EXPOSED TO VIEW
ARCHITECTURAL CONCRETE" SHALL BE PLACED PER THE GUIDELINES AND
STANDARDS OF ACI 303R-04 AND ACI 303.1-97 AS SPECIFIED IN SECTION 033000
CAST-IN-PLACE CONCRETE. WALLS DESIGNATED AS SUCH SHALL BE
ARCHITECTURAL CONCRETE FOR THEIR ENTIRE HEIGHT AND ENTIRE LENGTH.
SO SLAB OPENING FOR CURTAINWALL
CURB
CMU PARTITION
CIP CURB
EDGE OF SLAB PLAN NOTES
A
A
B
B
C
C
D.1
D.1
E
E
F
F
G
G
H.1
H.1
K
L.9
U
V
V
W
B.5
N
R
B.4
F.4
D1 D2
D3
D4
D5
D6 D8
D10
D11
D14
C1
C1
C2
C3
C4
C5
C7
C8
C9
C9
C11
B1
B4
B14
B20
B24
B24
B17
B22
A2
A5
A9
A10
A15
A17
M.5
B18
D15
D16
D17
D18
D19 D21
D22
D23
D24
D25
D25
D
D
H
H
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C22
J
J
V.5
V.5
A3
A8
A11
A12
A14
T
S
S.2
B21
B21
B25
B28
B28
B29
B29
P.7
M
N.4
N.7
N.9
P
A22
L
K.8
K.8
H.8
H.8
H.5
H.5
B19
B15
B16
B9
B6
F.5
D.7
D.7
D.3
D.3
D.5
D.5
JJ
ii
C115
L.5
A4
A1
A6
A7
J.7
B33
B33
MATCHLINE -PART C
MATCHLINE -PART D
MATCHLINE -PART C
MATCHLINE -PART D
MATCHLINE -PART AMATCHLINE -PART BMATCHLINE -PART AMATCHLINE -PART BMATCHLINE -PART B
MATCHLINE -PART C
MATCHLINE -PART B
MATCHLINE -PART C
HP
LP
LP
HP
LP
OPENINGS FOR ROOF VENTS,
COORD WITH MECH DWGS
5' - 9"3' - 9 3/4"
OPENINGS FOR ROOF VENTS,
COORD WITH MECH DWGS
+57.99 ft
+57.99 ft
EOD
2' - 2 1/4"
EOD
2' - 7"
OPENINGS FOR SKYLIGHTS
(TYP OF 8)
2 64 .7 3 °
SHAFT OPENINGS FOR RTU,
REFER TO MECH DWGS
SHAFT OPENINGS FOR RTU,
REFER TO MECH DWGS
SHAFT OPENINGS FOR RTU,
REFER TO MECH DWGS
SHAFT OPENINGS FOR RTU,
REFER TO MECH DWGS
V.9
V.9
S.8
T.2
U.1
S.5
S.1
M.3
L.6
B30
B12
B11
B10
B8
B13
B5
B7
K.1
J.3
D12 D13
D20
N.5
A26
N.6
P.1
D9
+56.78 ft
+55.78 ft
+62.20 ft
+63.85 ft
+62.30 ft
+62.27 ft
+50.42 ft
+51.08 ft
+51.08 ft
+50.24 ft
+50.24 ft
+51.08 ft
+50.24 ft
+51.08 ft
+50.24 ft
+51.08 ft
+51.08 ft
+51.08 ft
+51.08 ft
+55.78 ft
+56.41 ft
+63.20 ft
+63.20 ft
+42.78 ft
+43.58 ft
+43.28 ft
+43.58 ft
+43.58 ft
+43.58 ft
+43.58 ft
+42.78 ft
+43.28 ft
+43.58 ft
+43.58 ft
+43.58 ft
+43.58 ft
+43.58 ft
+43.58 ft
+55.78 ft
+55.78 ft
+56.45 ft
+56.45 ft
+56.45 ft
+55.78 ft
+55.78 ft
+56.45 ft
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO.ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
1/25/2021 3:56:48 PMC:\REVIT LOCAL\71010_DYIMS_CONSTRUCTION DOCUMENTS_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
A-0.13
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
100% CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
EDGE OF SLAB PLAN -
ROOF
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/16" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
1 ROOF - SLAB - OVERALL 1/16"
UP
UP
A
A
B
B
C
C
D.1
D.1
E
E
F
F
G
G
H.1
H.1
K
L.9
Q
U
V
V
W
W
B.5
N
R
B.4
F.4
D1
D1
D2
D3
D4
D5
D6 D8
D10
D11
D14
C1
C1
C2
C3
C4
C5
C7
C8
C9
C9
C11
B1
B4
B14
B20
B24
B24
B17
B22
B31
B32
B32
A2
A5
A9
A10
A15
A17
A24
A32
M.5
B18
B27
D15
D16
D17
D18
D19 D21
D22
D23
D24
D25
D25
D
D
H
H
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C22
J
J
ART CR
B141
ART CR
B139
ART WORKROOM
B140
ART KILN
B140A
MUSIC
A102
MUSIC
A104
MUSIC ENSEMBLE
A106A
MUSIC
A106
GENERAL CR
C119
GENERAL CR
C117
GENERAL CR
C108
HEALTH
C109
SPED CC
C114
CC STORAGE
C114B
SCIENCE CR
C106
SM GRP / EL RESOURCE
C115
WRLD LANG
C111
GENERAL CR
C110
GENERAL CR
C104
GENERAL CR
C102
GENERAL CR
C101
TEACHER WORK
C129
OT STOR
B138A
DOS
C116
ELECTRICAL
C128
GENERAL CR
D113
GENERAL CR
D120
AP2
D134
GENERAL CR
D111
SPED RESOURCE
D116
GENERAL CR
D112
GENERAL CR
D110
SPED SAILS
D108
SPED RESOURCE
D106
GENERAL CR
D104
GENERAL CR
D105 GENERAL CR
D107
SCIENCE CR
D109
TOILET
D129
TOILET
D130
PREP
D109A
SPED TOILET
D128
TOILET
D132
SOC WRK STOR
D126
SOC WORK
D124
TOILET
D121
SPED TOILET
D122
TOILET
D117
GENERAL CR
D103
GENERAL CR
D101
GENERAL CR
D102
SPEECH
D115
ELECTRICAL
D125
STAFF LUNCH
A120
SPED OT
B138
PREP
C106A
TOILET
C122
TOILET
C121
CUST STOR
C123
MAKER SPACE
C125
STAGE
A116A
CUST WORK
A117
KITCH OFF
A119B
USDA DRY STORAGE
A119C
USDA FREEZER
A119D
CAF STORAGE
A115
SCHOOL STORE
B101A
EMERG ELEC
C127
FLEXIBLE LEARNING
C100A
FLEXIBLE LEARNING
C100B
MAKER SPACE
C137
FLEXIBLE LEARNING
C100C
READING STOR
C133
CUST STOR
C134
SPED RESOURCE
C112
GYMNASIUM
B123
CHANGING ROOM
B128GN CHANGE
B129A
GYM LOCKERS 6-7
B129
HEALTH OFF
B124A
CHANGING ROOM
B131
ADAPTIVE PE
B125
SRO OFFICE
B122
GYM LOCKERS 4-5
B126
GYM STOR
C135
TOILET
C131 TOILET
C132
TOILET
D133
TOILET
B135
TOILET
B136
CUST STOR
B137
CONF RM
B103
STOR
B106A
GEN OFFICE
B102
COPY RM
B106
PRINCIPAL
B105
PSYCH
B107
TEAM LEADER
B109
RECORDS
B111
PRINCIPAL WAIT
B104
OPEN WORK
B104A
STOR
D119
FLEXIBLE LEARNING
C100D
SM GRP / EL RESOURCE
C113
FLEXIBLE LEARNING
D100A
FLEXIBLE LEARNING
D100C
FLEXIBLE LEARNING
D100D
AUDITORIUM
A109
AUDITORIUM
A109F
IDF
C130
EMERG ELEC
D127
IDF
A107
ELECTRICAL
A118
WATER/FIRE SERVICE
A103
LOBBY
B101
VESTIBULE
B100
VESTIBULE
B121
TOILET
A119A TOILET
A117A
IDF
D123
FLEXIBLE LEARNING
D100B
CORRIDOR
A101
VEST
A109A
VEST
A109B
VEST
A109C
VEST
A109D
STAIR B1
ST-B1
CORRIDOR
B143
CORRIDOR
B134
ELEV B1
EL-B1
STAIR C2
ST-C2
STAIR C1
ST-C1
CORRIDOR
C124
CORRIDOR
C136
VEST
C138
STAIR D2
ST-D2
STAIR D1
ST-D1
MATCHLINE -PART C
MATCHLINE -PART D
MATCHLINE -PART C
MATCHLINE -PART D
MATCHLINE -PART AMATCHLINE -PART BMATCHLINE -PART AMATCHLINE -PART BMATCHLINE -PART B
MATCHLINE -PART C
MATCHLINE -PART B
MATCHLINE -PART C
RESTING
B112D
RESTING
B112E
NURSE OFFICE
B112C
NURSE OFFICE
B112B
EXAM ROOM
B112F
TOILET
B114
COPY RM
B118
CONF RM
B119STOR
B118A
GEN OFFICE
B120
OPEN WORK
B116A
TEAM LEADER
B113
PSYCH
B115
PRINCIPAL
B117
GENERAL CR
C103
SPED RESOURCE
C105
SPED RESOURCE
C107
MUSIC ENSEMBLE
A104A
SPED STAR II
D114
GENERAL CR
D118
TOILET
C120
TOILET
C118
ECR
C126
SPED TOILET CC
C114A
TOILET
B108
KITCHEN
A119E
KITCHEN
A119F
KITCHEN
A119
HEALTH OFF
B132
MATTACHEESE COURTYARD
CRT-1
WIXON COURTYARD
CRT-2
GYM STOR
B127
TEAM UNIFORM
B124
IDF
B133A
NURSE STORAGE
B112H
ELEV C1
EL-C1
TOILET
B130
CAFETORIUM
A116
1
A-3.01
4
A-3.01
4
A-3.01
2
A-3.01
3
A-3.01
3
A-3.01
V.5
V.5
A3
A8
A11
A12
A14
T
S
S.2
A23
B21
B21
B25
B23
B28
B28
B29
B29
P.7
M
M.9
N.4
N.7
N.9
P
B2
B3
A22
A21
A20
A19
A18
N.3
L
K.8
K.8
H.8
H.8
H.5
H.5
B19
B15
B16
B9
B6
F.5
D.7
D.7
D.3
D.3
D.5
D.5
JJ
ii
C115
C116
2
A-3.01
1
A-3.01
1
A-3.11
1
A-3.11
1' - 4 1/4"
14' - 0 249/256"5' - 11 7/256"
21' - 6 1/2"
49' - 11 1/4"
17' - 3"
4' - 11 1/4"
6' - 9 3/4"7' - 0"
8' - 9 1/4"4' - 8 1/2"
1' - 4 1/4"
143' - 8"1' - 4 1/4"18' - 6 3/4"19' - 8 3/4"9' - 2"9' - 0"9' - 0"33' - 0"23' - 0 1/4"1' - 4 1/4"26' - 11"24' - 0 1/4"25' - 8"9' - 5"24' - 2 1/2"3' - 4 1/2"1' - 4 1/4"
18' - 8"
28' - 10"
23' - 7"
29' - 1"
18' - 1"
10' - 7 1/2"
20' - 9 1/2"
19' - 0"
28' - 4"
28' - 4"
9' - 7"1' - 4 1/4"30' - 8 3/4"9' - 11 3/4"12' - 8 1/4"30' - 8 3/4"1' - 4 1/4"86' - 10"6' - 0"1' - 4 1/4"30' - 8 3/4"10' - 0"2' - 8 1/4"9' - 11 3/4"30' - 8 3/4"1' - 4 1/4"86' - 10"6' - 0"30' - 8 3/4"9' - 11 3/4"12' - 8 1/4"30' - 8 3/4"1' - 4 1/4"86' - 10"6' - 0"
61' - 7 1/8"
14' - 3 3/4"
120' - 4 1/4"
14' - 3 3/4"
61' - 7 1/8"4' - 8 7/8"86' - 10"9
0
°
6' - 0"
24' - 8 3/4"
6' - 0"
24' - 7 1/4"
6' - 0 3/4"
6' - 0 3/4"
5' - 11 1/4"24' - 8"
4' - 7"
26' - 1"
6' - 0"
15' - 8"
4' - 10"4' - 2"6' - 0"
24' - 7 1/4"
12' - 1 1/2"
5' - 11 1/4"24' - 8"
6' - 0"
24' - 8 3/4"
6' - 0"4' - 8 7/8"3.14°4' - 8 1/2"
39' - 5 1/4"
25' - 1 1/2"
16' - 9 1/2"
8' - 2"
2"
95' - 7"159' - 7 9/16"11' - 4 1/2"
19' - 3"
3' - 6"
5' - 7 1/2"
3' - 5 1/2"
15' - 0"
3' - 0"
5' - 3 1/2"
3' - 0 1/4"
6' - 9 1/2"
4' - 7 3/4"
15' - 6 1/4"
7' - 10 1/4"3' - 7 1/2"4' - 6"1' - 10 1/2"11' - 6"10' - 10 1/4"8.0000000°30' - 3 1/2"25' - 11"5' - 11"11' - 5"8' - 7 3/4"8' - 8 1/4"17' - 4"25' - 11"5' - 4 3/4"12' - 8 1/8"4' - 8 5/8"1' - 4 1/4"L.5
A4
A1
A6
A7
J.7
B33
B33
2-
A-3.12
ELECTRICAL
A125
CUST STOR
A124
AUDITORIUM LOBBY
A100
VESTIBULE
A100A
TOILET
A111
CORRIDOR
A100B
TOILET
A112
TOILET
A121
IDF
A109G
V.9
V.9
S.8
T.2
U.1
S.5
S.1
P.6
P.3
M.3
L.6
B30
B26
B12
B11
B10
B8
B13
B5
B7
K.1
J.3
D12 D13
D20
A31
P.8
P.9
N.5
A25
A26
A27
A28
A29
A30
P.1
P.2
P.4
D9
ISOLATION
B112J
NURSE OFFICE / WAITING
B112
24' - 2 1/2"4' - 5 1/2"19' - 4"6' - 0"
24' - 8 3/4"
30' - 8"
42' - 8"
30' - 8"
36' - 8"
36' - 8"
30' - 8"
30' - 8 3/4"
6' - 0"
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO.ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/16" = 1'-0"1/25/2021 3:57:13 PMC:\REVIT LOCAL\71010_DYIMS_CONSTRUCTION DOCUMENTS_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
A-1.01
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
100% CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
OVERALL FIRST FLOOR
PLAN
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
1/16" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
1 OVERALL FIRST FLOOR PLAN
A B
C
D
DN
DN
UP
A
A
B
B
C
C
D.1
D.1
E
E
F
F
G
G
H.1
H.1
K
L.9
U
V
V
W
W
B.5
N
R
B.4
F.4
D1
D1
D2
D3
D4
D5
D6 D8
D10
D11
D14
C1
C1
C2
C3
C4
C5
C7
C8
C9
C9
C11
B1
B4
B14
B20
B24
B24
B17
B22
A2
A5
A9
A10
A15
A17
M.5
B18
D15
D16
D17
D18
D19 D21
D22
D23
D24
D25
D25
D
D
H
H
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C22
J
J
MAKER SPACE
C225
MAKER SPACE
C235
GENERAL CR
C217
GENERAL CR
C214
GOSNOLD
C238
SPED NECC
C212
GENERAL CR
C215
READING STOR
C236
HEALTH
C213
SM GRP / EL RESOURCE
C208
PREP
C210A
SCIENCE CR
C210
PREP
C206A
TEACHER WORK
C229
TOILET
C232
TOILET
C231
WRLD LANG
C211
WRLD LANG
C209
SPED RESOURCE
C203 SPED RESOURCE
C205
WRLD LANG
C207
GENERAL CR
C201
GENERAL CR
C202
GENERAL CR
C204
AP1
C216
ELECTRICAL
C228
EMERG ELEC
C227
CUST STOR
C223
GENERAL CR
D213
GENERAL CR
D211
SPED STAR II
D218 GENERAL CR
D220
AP1
D234
PREP
D209A
CUST STOR
D231
GENERAL CR
D214
GENERAL CR
D212
GENERAL CR
D210
SCIENCE CR
D207
SM GRP / EL RESOURCE
D205
PREP
D207A
SPED SAILS
D208
SPED RESOURCE
D206
GENERAL CR
D204
SPEECH
D215
GENERAL CR
D201 SPED BEH
D203
STOR
D219
TOILET
B209
TOILET
B210 CUST STOR
B211
TOILET
C221
TOILET
C222
SPED RESOURCE
D216
TOILET
D229
TOILET
D230
IT DIRECTOR
B217
IT SECRETARY
B216A
IT TECH WORK
B216
IT EQUIPMENT
B218
MDF
B220 MECHANICAL
B219
FLEXIBLE LEARNING
C200A
ECR
B212CUST STOR
B202
TOILET
B214
TOILET
B213
CUST STOR
C233
SPED TOILET
D217
SPED TOILET
C237
FLEXIBLE LEARNING
C200B
FLEXIBLE LEARNING
C200C
FLEXIBLE LEARNING
C200D
FLEXIBLE LEARNING
D200A
FLEXIBLE LEARNING
D200D
FLEXIBLE LEARNING
B200C
IDF
C230
SCIENCE CR
D209
STAIR D1
ST-D1-2
CORRIDOR
D200
STAIR D2-2
ST-D2
CORRIDOR
C200
STAIR C2
ST-C2-2
SCIENCE CR
C206
STAIR C1
ST-C1-2
CORRIDOR
C234
CORRIDOR
C224
CORRIDOR
B208
CORRIDOR
B225
STAIR B1
ST-B1
CORRIDOR
D200
IDF
D223
FLEXIBLE LEARNING
D200B
TOILET
D228
TOILET
C218 TOILET
C220
STOR
C226
GUID WAIT RM
B221
GUID
B223
GUID
B224
GUID STOR
B222
MEDIA CENTER
B203
COMPUTER LAB
B206
MEDIA WORK
B204
INNOVATION / MEDIA LAB
B205
IEP SM CONF
B201
IEP LRG CONF
B207
RECORDING
B205B
RECORDING
B205A
GENERAL CR
D202
SOC WORK
D224
SOC WRK STOR
D226
ELECTRICAL
D225
TOILET
D238 SPED TOILET
D233
FLEXIBLE LEARNING
D200C
TOILET
D221
SPED TOILET
D222
EMERG ELEC
D227
LOBBY
B200
CORRIDOR
C200
1
A-3.01
4
A-3.01
4
A-3.01
2
A-3.01
3
A-3.01
3
A-3.01
V.5
V.5
A3
A8
A11
A12
A14
T
S
S.2
B21
B21
B25
B28
B28
B29
B29
P.7
M
N.4
N.7
N.9
P
A22
L
K.8
K.8
H.8
H.8
H.5
H.5
B19
B15
B16
B9
B6
F.5
D.7
D.7
D.3
D.3
D.5
D.5
JJ
ii
C115
C116
MATCHLINE -PART C
MATCHLINE -PART D
MATCHLINE -PART C
MATCHLINE -PART D
MATCHLINE -PART AMATCHLINE -PART BMATCHLINE -PART AMATCHLINE -PART BMATCHLINE -PART B
MATCHLINE -PART C
2
A-3.01
1
A-3.01
L.5
A4
A1
A6
A7
J.7
B33
B33
2-
A-3.12
ELEV B1
EL-B1
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
V.9
V.9
S.8
T.2
U.1
S.5
S.1
M.3
L.6
B30
B30
B12
B11
B10
B8
B13
B5
B7
K.1
J.3
D12 D13
D20
N.5
A26
N.6
P.1
D9
MATCHLINE -PART B
MATCHLINE -PART C
1' - 0 3/4"
14' - 1"
5' - 11"
13' - 5 1/2"
8' - 1"
20' - 0"
23' - 3 1/4"
6' - 8"
17' - 3"
4' - 11 1/4"
6' - 9 3/4"7' - 0"8' - 9 1/4"4' - 8 1/2"1' - 0 3/4"
143' - 1"1' - 0 3/4"18' - 6 3/4"19' - 8 3/4"1' - 1 1/8"8' - 0 7/8"9' - 0"9' - 0"33' - 0"23' - 0 1/4"8' - 0 7/8"1' - 0 3/4"26' - 11"24' - 0 1/4"24' - 2 1/2"3' - 4 1/2"20' - 9 1/2"
19' - 0"
28' - 4"
28' - 4"
9' - 7"0"30' - 8 3/4"9' - 11 3/4"12' - 8 1/4"30' - 8 3/4"1' - 1 1/8"85' - 2 5/8"6' - 0"1' - 1 1/8"30' - 8 3/4"10' - 0"2' - 8 1/4"9' - 11 3/4"30' - 8 3/4"1' - 1 1/8"86' - 3 3/4"6' - 0"30' - 8 3/4"9' - 11 3/4"12' - 8 1/4"30' - 8 3/4"1' - 1 1/8"86' - 3 3/4"6' - 0"
61' - 4"
14' - 3 3/4"
120' - 4 1/4"
14' - 3 3/4"
61' - 4"6' - 1 1/8"86' - 3 3/4"30' - 8 3/4"
30' - 7 1/4"
12' - 1 1/2"
30' - 7 1/4"
30' - 8"
6' - 0"
24' - 8"
30' - 7 1/4"
12' - 1 1/2"
30' - 7 1/4"
30' - 8 3/4"
6' - 0"6' - 1 1/8"101' - 6 1/2"123' - 9"11' - 6"10' - 10 1/4"1' - 1 1/8"
30' - 8 3/4"
30' - 8"
42' - 8"
30' - 8"
36' - 8"
36' - 8"
30' - 8"
30' - 8 3/4"
6' - 0"1' - 2 1/4"8' - 8 1/8"25' - 11"5' - 11"11' - 5"8' - 7 3/4"8' - 8 1/4"17' - 4"25' - 11"8' - 10 5/8"1' - 2 1/4"
25' - 1 3/4"
25' - 1 1/2"
25' - 1 1/2"
27' - 1 1/2"28' - 8"9' - 4"10' - 0"26' - 9"
37' - 10"
1' - 4"
23' - 6 1/2"
2' - 0"
25' - 1 1/2"
25' - 1 1/2"
25' - 1 1/2"
25' - 1 3/4"
1' - 2 1/4"19' - 0"15' - 5 3/4"21' - 9 1/2"24' - 4"1' - 0 3/4"4' - 8 1/2"13' - 10 1/4"18' - 10 1/8"10 5/8"35' - 1"1' - 0 3/4"
44' - 0 1/2"3' - 5 1/2"
10' - 3 1/2"
13' - 3 1/2"
18' - 8 1/2"
4' - 10 1/2"5' - 6"
18' - 1"
10' - 7 1/2"
1' - 1 1/8"
30' - 8 3/4"
30' - 8"
12' - 0"
30' - 8"
30' - 8"
30' - 8"
30' - 8"
12' - 0"
30' - 8"
30' - 8 3/4"
1' - 1 1/8"
4' - 10 7/8"
2' - 4 3/4"
4' - 10 7/8"1' - 1 1/8"
30' - 8 3/4"
30' - 8"
12' - 0"
29' - 3"
32' - 1"
15' - 8"
4' - 10"10' - 2"
15' - 11 3/4"
26' - 8 1/4"
30' - 8"
30' - 8 3/4"
1' - 1 1/8"1' - 1 1/8"30' - 8 3/4"12' - 8 1/4"9' - 11 3/4"30' - 8 3/4"1' - 1 1/8"20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO.ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/16" = 1'-0"1/25/2021 3:57:36 PMC:\REVIT LOCAL\71010_DYIMS_CONSTRUCTION DOCUMENTS_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
A-1.02
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
100% CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
OVERALL SECOND
FLOOR PLAN
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/16" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
1 OVERALL SECOND FLOOR PLAN
A
A
B
B
C
C
D.1
D.1
E
E
F
F
G
G
H.1
H.1
K
L.9
U
V
V
W
W
B.5
N
R
B.4
F.4
D1
D1
D2
D2
D3
D4
D5
D6 D8
D10
D11
D14
C1
C1
C2
C3
C4
C5
C7
C8
C9
C9
C11
B1
B4
B14
B20
B24
B24
B17
B22
A2
A5
A9
A10
A15
A17
M.5
B18
D15
D16
D17
D18
D19 D21
D22
D23
D24
D25
D25
D
D
H
H
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C22
J
J
MATCHLINE -PART C
MATCHLINE -PART D
MATCHLINE -PART C
MATCHLINE -PART D
MATCHLINE -PART AMATCHLINE -PART BMATCHLINE -PART AMATCHLINE -PART BMATCHLINE -PART B
MATCHLINE -PART C
MATCHLINE -PART B
MATCHLINE -PART C
V.5
V.5
A3
A8
A11
A12
A14
T
S
S.2
B21
B21
B25
B28
B28
B29
B29
P.7
M
N.4
N.7
N.9
P
A22
L
K.8
K.8
H.8
H.8
H.5
H.5
B19
B15
B16
B9
B6
F.5
D.7
D.7
D.3
D.3
D.5
D.5
JJ
ii
C115
FUTURE SOLAR PANEL ZONE
FUTURE SOLAR PANEL ZONE
FUTURE SOLAR PANEL ZONE
FUTURE SOLAR PANEL ZONE
FUTURE SOLAR PANEL ZONE
FUTURE SOLAR PANEL ZONE
FUTURE SOLAR PANEL ZONE
FUTURE SOLAR PANEL ZONE
FUTURE SOLAR PANEL ZONE
FUTURE SOLAR PANEL ZONE
FUTURE SOLAR PANEL ZONE
FUTURE SOLAR PANEL ZONE
FUTURE SOLAR PANEL ZONE
L.5
A4
A1
A6
A7
J.7
B33
B33
V.9
V.9
S.8
T.2
U.1
S.5
S.1
M.3
L.6
B30
B12
B11
B10
B8
B13
B5
B7
K.1
J.3
D12 D13
D20
N.5
A26
N.6
P.1
D9
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO.ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/16" = 1'-0"1/25/2021 3:58:07 PMC:\REVIT LOCAL\71010_DYIMS_CONSTRUCTION DOCUMENTS_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
A-1.03
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
100% CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
OVERALL ROOF PLAN
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/16" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
1 OVERALL ROOF PLAN
REF.UPAAAAAAAAK
L.9UV
V
W
W
R
B1
B4
B14
A2
A5
A9
A10
A15
A17
M.5
A-4.20
1
M A TC H L IN E -P A R T A
M A TC H L IN E -P A R T B
A-4.10
15
MUSIC
A102
MUSIC
A104
MUSIC ENSEMBLE
A106A
MUSIC
A106
STAGE
A116A
CUST WORK
A117
KITCH OFF
A119B
USDA DRY STORAGE
A119C
USDA FREEZER
A119D
CAF STORAGE
A115
SCHOOL STORE
B101A
AUDITORIUM
A109
AUDITORIUM
A109F
IDF
A107
ELECTRICAL
A118
WATER/FIRE SERVICE
A103
LOBBY
B101VESTIBULE
B100
TOILET
A119A
TOILET
A117A
CORRIDOR
A101
VEST
A109A
VEST
A109B
VEST
A109C
VEST
A109D
STAIR B1
ST-B1
A109B
A115A
MUSIC ENSEMBLE
A104A
KITCHEN
A119
KITCHEN
A119E
KITCHEN
A119F
A-2.113A-2.114A-2.111A119B
A109A
A109AA
A109DA
A109C
A104AA106ABA104AA
A106AA
EXT08
A109CB
A109CAA102A
EXT07
A104B
A107A
EXT11EXT10
EXT15EXT13
EXT12
A103A
A118A
EXT14
A117AA
A106A
EXT16
A119AA
A116C
A120A
CAFETORIUM
A116
B101C
3
A-3.01
3
A-3.01
A-4.2913 15
14
16
D05B
R08B
F03D
V.5
V.5
A3
A8
A11
A12
A14
T SS.2
M.9
N.4
P
B2
B3
A18
L K.8
B9
B6
M08-1
M08-1
R08B
EXT03
M06-1
A118AA
EMERG. ELEC.
A118A
A-2.112EXT09
G1B
G1B
G1A
G1A
G1A
G1A
G1B
G1B
G1A
G1A
G1A
G1A
G1A
G1B
G1B G1A G1B G1A
DN
DN
DN
DN
DN DN
R06B
A-4.22
5
A-4.26
11' - 6 1/8"EWA-3
EWA-3
EWA-2D
EWA-3
EWA-3
EWA-3
EWA-3
M06
M08
F03C
M08D
M06
M08
M08
37' - 7 1/2"
17' - 10 3/4"19' - 0 3/4"
2
A-3.01
B100A
B100B20' - 1 1/8"10 3/4"6' - 9 7/8"L.5
EXT04
A4
A1
A6
A7
2
A-3.22
A-5.13
7
A-5.12
3
A-5.13
7 SIM
5 1/4"7' - 8 5/8"A-5.12
1
A-5.13
11
A-5.52
18
3 ' - 5 1/2"11' - 2 1/2"
A-5.52
9
A-5.52
11
A-5.14
6
A-5.17
3
TOILET
A112
ELECTRICAL
A125 28' - 8 1/2"29' - 1"23' - 7"28' - 10"6' - 9 3/4"11' - 10 1/4"1' - 4 1/4"A117A
A119D
A119E
B101A
B104A
A124A
A125A
A121A
A109BA
A109G
TOILET
A111
TOILET
A121
IDF
A109G
CORRIDOR
A100B
AUDITORIUM LOBBY
A100
B101AA
B119C
EXT18
STAFF LUNCH
A120
EXT05
EXT06
A100AB
A100AA
VESTIBULE
A100A
CUST STOR
A124
A101A
A119GA
VEST.
A119G
BL16
BL07
M08
A119CA
1' - 2"A-4.29
1
2
A-3.01
2
A-3.01
A-4.30
1
4' - 8 1/2"8' - 9 1/4"7' - 0"6' - 9 3/4"4' - 11 1/4"17' - 3"6' - 8"23' - 3 1/4"20' - 0"8' - 1"13' - 5 1/2"5' - 11"14' - 1"143' - 8"7' - 8 1/2"3' - 5 3/4"
UP
UP
9' - 0"9' - 0"33' - 0"23' - 0 1/4"9' - 2"19' - 8 3/4"18' - 6 3/4"
41' - 0"
33' - 11 1/8"5' - 0" M.O.
2' - 0 7/8"
89' - 8"
6' - 4" M.O.
4"
6' - 4" M.O.
2' - 10 1/2"
6' - 4" M.O.11' - 6 3/4"20' - 0" M.O.35' - 2"
26' - 11"
5' - 11"
9' - 8 1/4"
8' - 5"
25' - 8"
87.2736890°
111' - 10"62' - 1 7/8"
M.O.
6' - 4"
1 0' - 6 1/8"
M.O.
3' - 4"
8' - 8 1/2"
M.O.
5 ' - 0"
8 5/8"
10' - 0" M.O.7' - 10 1/4"5' - 7 5/8"M.O.4' - 8 3/8"1' - 3 5/8"M.O.4' - 8 3/8"6' - 3 5/8"M.O.5' - 8 3/8"5' - 3 5/8"M.O.5' - 8 3/8"7' - 3 5/8"M.O.5' - 8 3/8"3' - 3 5/8"M.O.5' - 8 3/8"6' - 3 5/8"M.O.4' - 8 3/8"2' - 3 5/8"M.O.4' - 8 3/8"4' - 3 5/8"M.O.5' - 8 3/8"5' - 3 5/8"M.O.5' - 8 3/8"2' - 3 5/8"M.O.5' - 8 3/8"5' - 3 5/8"M.O.5' - 8 3/8"5' - 3 5/8"M.O.5' - 8 3/8"2' - 3 5/8"M.O.4' - 8 3/8"6' - 4"3' - 4" M.O.15' - 7 1/8"13' - 0 1/8"
8' - 4 1/2"7' - 6 5/8"
60' - 0 5/8"
12_3000
G1B
G1B
G1B
G1B
129' - 5 7/8"22' - 1 1/2"M.O.4' - 8 3/8"1' - 3 5/8"M.O.4' - 8 3/8"1' - 3 5/8"M.O.4' - 8 3/8"1' - 3 5/8"M.O.4' - 8 3/8"7 3/8"M.O.5' - 0"4' - 9 3/4"18' - 1" M.O.6' - 6"18' - 1" M.O.6' - 6"18' - 1" M.O.6' - 11 7/8"M.O. (LOW)7' - 4"10' - 9"10' - 9"M.O. (LOW)7' - 4"25' - 8 1/4"2' - 3"27' - 11 3/8"08_4413.03
08_4413.031' - 4 1/4"1' - 4 1/4"
38' - 5 5/8"
7' - 10 3/8"
112' - 8 1/4"
6' - 4 7/8"4' - 8" M.O.
1' - 9 5/8"
5' - 8 3/8" M.O.
1' - 9 5/8"
4' - 8 3/8" M.O.
1' - 9 5/8"
5' - 8 3/8" M.O.5' - 10 3/4"R 5' - 8 7/8"R 4' - 0"08_4413.03
8' - 6 7/8"
4"
22_0000.01
A101AA
B101CAB101D
R 5 ' - 8 7 /8 "
14' - 2 1/8"14' - 6 5/8"
4' - 6 3/4"
TYPE 3
TYPE 3A
TYPE 3TYPE 3TYPE 3TYPE 3
TYPE 4TYPE 4TYPE 4
TYPE 4A
3 7/8"C9C31C32C33M08M084' - 8"EWA-4B
V.9
V.9
S.8
T.2
U.1
S.5
S.1
B12
B11
B10
B8
B13
B5
B7
4"37' - 6 1/4"4"04_2000.09
04_2000.0904_2000.09
B102C
B100C
A-5.52
7
A111A
A-5.14
7
A-5.14
8
4' - 4 1/4"
2
A-3.23
14' - 1 1/4"2' - 0"+2 8 .2 0 ft+2 8 .2 0 ft20' - 8 1/2"+2 8.2 0 ft+2 8 .2 0 ft+28 .2 0 ft+2 8 .2 0 ft+2 8 .2 0 ft+2 8 .2 0 ft+2 8 .2 0 ft+2 8 .2 0 ft+2 8 .2 0 ft+2 8 .2 0 ft+2 8 .2 0 ft8 1/2"1' - 0 1/2"8 1/2"1"3"06_1000.04
06_1000.04
06_1000.04
06_1000.04
37' - 0"
5' - 4"
8' - 9 1/4"
G1A G1A
1
A-3.31
A-5.52
4
A-5.11
1
A-5.11
7
5
46
2
A-3.31
A-5.12
1 SIM
A-5.14
4
R 2' - 6 1/4"R 4' - 1 1/2"1
A-3.28
4
A-3.33
CG-01CG-01
CG-01CG-01
CG-01
CG-01CG-01
CG-01
CG-01
CG-01CG-01
C34C35C1C381 | A-2.21
2 | A -2.21
6 | A-2.22
3 | A-2.23
7 | A-2.221 | A-2.24
2 | A-2.248
8
8
8
8
8
8
8
1. REFER TO SHEET A-0.01 FOR PLAN LEGEND, ABBREVIATIONS & KEYNOTES.
2. REFER TO SHEET AF-0.01 FOR INTERIOR FINISH SCHEDULE & LEGEND.
3. REFER TO SHEET A-0.02 FOR EXTERIOR ASSEMBLIES AND SHEET A-0.03 FOR INTERIOR
ASSEMBLIES, PARTITION HEAD DETAILS.
4. REFER TO SHEET G-0.10 AND CODE SHEETS FOR ADDITIONAL RATING INFORMATION.
5. CASEWORK SHOWN IN PLAN, SEE CASEWORK SHEETS FOR ELEVATIONS AND DETAILS.
6. REFER TO SHEET AF-0.03, TYPICAL MOUNTING HEIGHTS FOR EQUIPMENT LEGEND, FOR
TYPICAL ELECTRICAL AT TEACHING WALLS.
7. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
8. OWNER SUPPLIED SOAP AND PAPER TOWEL DISPENSERS AT ALL SINKS. CONTRACTOR TO
INSTALL AND TO PROVIDE REQUIRED BLOCKING.
9. REFER TO SHEET A-0.01 FOR TYPICAL EQUIPMENT MOUNTING HEIGHT.
10. REFER TO SHEET A-5.80 FOR TYPICAL LOCKER TYPES, ADA REQUIREMENTS AND NOTES.
PLAN GENERAL NOTES
11. REFER TO SHEET A-0.02 FOR ROOF TYPES.
12. ALL DIMENSIONS SHOWN ARE TO THE FACE OF THE MASONRY, FACE OF STUDS AND CENTER
OF COLUMN LINES, UNLESS OTHERWISE NOTED. PARTITIONS LOCATED ON GRID LINES TO BE
CENTERED ON GRID LINE.
13. ALL DIMENSIONS THAT CALL-OUT CLEAR OR CLR. ARE FACE OF GWB OR MASONRY.
14. SEE INTERIOR ELEVATIONS AND ROOM FINISH SCHEDULE FOR PAINTED ACCENT WALLS.
15. REFER TO DOOR SCHEDULE FOR DOOR DETAILS AND THRESHOLD DETAILS.
16. REFER TO FINISH SCHEDULE AND LEGEND FOR FLOOR TYPES AND DOOR SCHEDULE FOR
FLOOR TRANSITIONS.
17. REFER TO SHEET AF-1.20 FOR PORCELAIN TILE WAINSCOT DETAIL.
18. FOR WALL MOUNTED PROJECTOR LOCATIONS REFER TO INT ELEVATIONS.
19. SEE A-5.80 FOR MARKERBOARD, TACKBOARD AND ACOUSTIC PANEL SCHEDULES.
1t
1i
101 DOOR No.
WINDOW TYPE
WALL TYPE
SPOT ELEVATION
MARKERS
SF16 STOREFRONT /
CURTAIN WALL TAG
?
KEYNOTE TAG
BL1 BORROWED LITE
TAG
FLOOR PLAN LEGEND
OVERHEAD
ELEMENT
TA-XX EQUIPMENT TAG
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
3/1/2021 9:52:06 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-1.11A
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
FIRST FLOOR PLAN -
PART A
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
1 FIRST FLOOR PLAN - PART A - AUDITORIUM / CAFE
2 2/12/21 ADDENDUM 2
8 3/1/21 ADDENDUM 8
REF.REF.UP
UP
H.1
K
Q
N
C5
C7
C9
C11
B14 B20
B24
B24
B17
B22
B31 B32
A17
A24
A32
M.5
B18
B27
H
C13
C15
C17
C19
C21 C22
J J
MATCHLINE - PART AMATCHLINE - PART BMATCHLI
NE
-PART AMATCHLI
NE
-PART BART CR
B141
ART CR
B139
ART WORKROOM
B140
ART KILN
B140A
OT STOR
B138A
SPED OT
B138
SCHOOL STORE
B101A
GYMNASIUM
B123
GYM LOCKERS 6-7
B129
HEALTH OFF
B124A
CHANGING ROOM
B131
ADAPTIVE PE
B125
SRO OFFICE
B122
GYM LOCKERS 4-5
B126
TOILET
B135
TOILET
B136
CUST STOR
B137
CONF RM
B103
STOR
B106A
GEN OFFICE
B102
COPY RM
B106
PRINCIPAL
B105
PSYCH
B107 TEAM LEADER
B109
RECORDS
B111
PRINCIPAL WAIT
B104
OPEN WORK
B104A
LOBBY
B101
VESTIBULE
B100
VESTIBULE
B121
STAIR B1
ST-B1
CORRIDOR
B143
CORRIDOR
B134
ELEV B1
EL-B1
MATCHLINE -PART B
MATCHLINE -PART C
A-3.41
2
A-4.11
11
A-4.12
14
A-4.52
1
A-4.12
1
A-3.42
2
A-3.51
4
B140AA B137A
B139A
B125A
B140A
B124A
B122A
EXT27
EXT26
EXT28
EXT29
EXT25
B129AA
B125B
B138A
B105A
B107A
B109A
EXT02
EXT01
EXT23
HEALTH OFF
B132
TOILET
B108 EXAM ROOM
B112F
RESTING
B112D
RESTING
B112E
NURSE OFFICE
B112B NURSE OFFICE
B112C
CONF RM
B119
STOR
B118A
TOILET
B114
COPY RM
B118
OPEN WORK
B116A
GEN OFFICE
B120
PRINCIPAL
B117
PSYCH
B115
TEAM LEADER
B113
GYM STOR
B127
CHANGING ROOM
B128
GN CHANGE
B129A
TOILET
B130
TEAM UNIFORM
B124
ELECTRICAL
B133
B132A
B133A
A-2.12
3
A-2.12
2
A-2.12
1
A-2.13
5
A-2.12
5
A-2.12
6
A-2.12
4
B101C
B100BB100A
EXT20EXT19
B111A
B120A
B117A
B115A
B113A
B121A B121B
B123A
B127A
EXT21 EXT22
B133AA
NURSE STORAGE
B112H
BL06
IDF
B133A
1
A-3.01
1
A-3.01
3
A-3.01
3
A-3.01
S08B
S06B
A23
B21
B21
B25B23 B28 B29
P.7
M
N.4
N.7
N.9
P
A22A21A20A19
A18
N.3
L L
K.8 K.8
H.8
H.8
H.5 H.5
B19
B15 B16
EXT03
BL06
F03D
F03D
B133BA
EMERG ELEC
B133B
G1A
G1A
G1A
G1A
G1B
G1B
G1BG1A
G1B G1B G1B G1A G1B G1B G1B G1B
MATTACHEESE COURTYARD
CRT-1
S06B
A-4.41
1
A-4.48
3
A-2.12
1
11' - 3"
11' - 1 3/8"
CORRIDOR
B101B
B123B
EWA-2C
EWA-2C EWA-4B
EWA-2
EWA-3
EWA-2
EXT04
G1B
PRINCIPAL WAIT
B116
J.7
B33
1
A-3.12
1
A-3.12
2
A-3.12
1
A-3.26
A-5.17
3
28' - 4"28' - 4"19' - 0"20' - 9 1/2"14' - 8 1/2"32' - 2"TOILET
A112 21' - 7 1/2"8' - 8 1/8"31' - 10"11' - 5"8' - 7 3/4"26' - 0 1/4"25' - 11"5' - 4 3/4"3' - 5 7/8"6' - 1 1/2"4' - 8 1/2"39' - 5 1/4"25' - 1 1/2"16' - 9 1/2"10' - 4"
B101A
B101B
B125C
B116A
B104A
B102A
B112BA B112CA
B106A
B106B B118AA
B118B
B118AB114AB112C
B112FA
B108A
B112GA
B103B
B119B
BL13
TOILET
A111
TOILET
A121IDF
A109G
CORRIDOR
A100B
B101AA
B119C
EXT18
B141A BL13
B128BB131AB131B
G1A
G1A
G1A
G1A G1B
TB-01 TB-01 TB-01
MB-01
MB-03
MB-01
A-4.52
A-4.53
8
7 5
4 SIM./OPP.
SIM./OPP.
2
A-3.12
CORR.
B110
A-4.53
1
B140B
B138AA
A-4.53
987.2736890°95' - 7"
51' - 9 1/8"5' - 0" M.O.38' - 9 7/8"
CHANGING ROOM TOILETS
B131A CHANGING ROOM TOILETS
B128A
5' - 11 1/2"
1' - 2 1/4"
1' - 11 5/8"
4' - 9"
1' - 2 1/2"
08_4413.03
08_4413.03
123' - 9"14' - 1 1/8"21' - 9 1/2"7 5/8"9' - 10 3/8"27' - 2 1/8"6' - 4" M.O.59' - 8"6' - 4" M.O.4' - 11 3/8"9' - 5 1/8" M.O.08_4413.03
08_4413.03
1' - 4 1/8"7' - 0 3/8"6' - 4" M.O.5' - 11 1/2"
10 7/8"4' - 9"1' - 2 1/2"
6' - 1 1/2"4' - 8 1/2"39' - 5 1/4"25' - 1 1/2"16' - 9 1/2"8' - 4"2' - 0"3' - 11 1/4"20' - 11 1/4"
86' - 2 3/8"
8' - 9 1/4"
5' - 8 3/8" M.O.
4' - 3 5/8"5' - 8 3/8" M.O.
9' - 3 5/8"
5' - 8 3/8" M.O.
7' - 3 5/8"
5' - 8 3/8" M.O.
7' - 3 5/8"
5' - 8 3/8" M.O.
6' - 7 5/8"
5' - 0" M.O.
8"5' - 8 3/8"
1' - 4 3/8"
10' - 2"2' - 0"11' - 6"14' - 4"
2' - 2"51' - 4 1/8" M.O.1' - 5 1/4"118' - 0 5/8"1' - 7 5/8"
M.O.
4' - 8 3/8"3' - 3 5/8"
M.O.
5' - 8 3/8"4' - 3 5/8"
M.O.
4' - 8 3/8"4' - 9 5/8"
M.O.
5' - 0"5' - 6"
M.O.
4' - 8 3/8"4' - 7 1/8"
M.O.
5' - 0"4' - 8 1/2"
M.O.
4' - 8 3/8"3' - 3 5/8"
M.O.
5' - 8 3/8"4' - 3 5/8"
M.O.
4' - 8 3/8"6' - 3 5/8"
M.O.
4' - 8 3/8"
2' - 3 5/8"
4' - 8 3/8" M.O.9' - 3 5/8"
M.O.
4' - 8 3/8"4' - 8 5/8"
08_4413.01 24' - 3 1/4" M.O.EXT24
24' - 4 1/8"1' - 9 7/8"9' - 7"1' - 11 1/2"1' - 11 1/2"
13' - 6"
3' - 0"5' - 3 1/2"
3' - 0 1/4"
6' - 9 1/2"
4' - 7 3/4"
15' - 6 1/4"
7' - 10 1/4"
137' - 3 5/8"
5' - 8 3/8" M.O.
4' - 3 5/8"
4' - 8 3/8" M.O.7' - 3 5/8"4' - 8 3/8" M.O.
34' - 3 5/8"
4' - 8 3/8" M.O.6' - 3 5/8"4' - 8 3/8" M.O.
5' - 3 5/8"
5' - 8 3/8" M.O.
NURSE OFFICE / WAITING
B11237' - 9 1/8"15' - 0 3/8"21' - 3 1/4"08_4413.01
DIVISION 11
DIVISION 22 1' - 2 1/4"1' - 4 3/8"1' - 4 1/4"1' - 1 3/4"B101CA
B101BA
B101D
R
5' -
8
7
/
8
"
R 5' - 8 7/8"
C6B
C8B
C10C12
C14
C16
4' - 4 1/2"
3 7/8"
C33
S.5
S.1
P.6
P.3
M.3
L.6
B30B26
B12
B12
B11 B13
K.1
J.3 J.3
A31
P.8
P.9
N.5
A25 A26 A27 A28
A29
A30
A-4.603
04_2000.09
04_2000.09
B120C
B120B
B102C
B102B
B100C
B112JA
ISOLATION
B112J
B106AA
P.1
P.2
P.44' - 4 1/4"A-5.15
8
B112A
B112B
B119A
B103A
B136A
B135A
1
A-4.60 57
4+28.20 ft
+28.20 ft +28.20 ft
B128A
11_6626.07+28.20 ft +28.20 ft
+28.20 ft
+28.20 ft+28.20 ft+28.20 ft+28.20 ft+28.20 ft
TB-05
TB-05
TB-05
8 1/2"
1' - 0 1/2"
8 1/2"
1"3"
05_1200.0105_1200.01
05_1200.0105_1200.01
05_1200.0105_1200.01
05_1200.01
05_1200.0105_1200.01
05_1200.0105_1200.01
06_1000.04
06_1000.0406_1000.04
06_1000.04+28.20 ft
A-4.60
6
A-4.60
8
A-4.60
2
B126A
B131AA B129A B128AA
MATCHL INE -PART B
MATCHLINE -PART C
4
A-3.33
3
A-3.35
CG-01CG-01
C34
C35
C36
C37
13B
A-5.05
C11 | A-2.212 | A-2.213 | A-2.214 | A-2.217 | A-2.21
9 | A-2.2110 | A-2.21 8 | A-2.216 | A-2.21
5 | A-2.211 | A-2.222 | A-2.22
3 | A-2.224 | A-2.22
8
8
8
8
8
8
8
8
8
8
8
8
8
1. REFER TO SHEET A-0.01 FOR PLAN LEGEND, ABBREVIATIONS & KEYNOTES.
2. REFER TO SHEET AF-0.01 FOR INTERIOR FINISH SCHEDULE & LEGEND.
3. REFER TO SHEET A-0.02 FOR EXTERIOR ASSEMBLIES AND SHEET A-0.03 FOR INTERIOR
ASSEMBLIES, PARTITION HEAD DETAILS.
4. REFER TO SHEET G-0.10 AND CODE SHEETS FOR ADDITIONAL RATING INFORMATION.
5. CASEWORK SHOWN IN PLAN, SEE CASEWORK SHEETS FOR ELEVATIONS AND DETAILS.
6. REFER TO SHEET AF-0.03, TYPICAL MOUNTING HEIGHTS FOR EQUIPMENT LEGEND, FOR
TYPICAL ELECTRICAL AT TEACHING WALLS.
7. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
8. OWNER SUPPLIED SOAP AND PAPER TOWEL DISPENSERS AT ALL SINKS. CONTRACTOR TO
INSTALL AND TO PROVIDE REQUIRED BLOCKING.
9. REFER TO SHEET A-0.01 FOR TYPICAL EQUIPMENT MOUNTING HEIGHT.
10. REFER TO SHEET A-5.80 FOR TYPICAL LOCKER TYPES, ADA REQUIREMENTS AND NOTES.
PLAN GENERAL NOTES
11. REFER TO SHEET A-0.02 FOR ROOF TYPES.
12. ALL DIMENSIONS SHOWN ARE TO THE FACE OF THE MASONRY, FACE OF STUDS AND CENTER
OF COLUMN LINES, UNLESS OTHERWISE NOTED. PARTITIONS LOCATED ON GRID LINES TO BE
CENTERED ON GRID LINE.
13. ALL DIMENSIONS THAT CALL-OUT CLEAR OR CLR. ARE FACE OF GWB OR MASONRY.
14. SEE INTERIOR ELEVATIONS AND ROOM FINISH SCHEDULE FOR PAINTED ACCENT WALLS.
15. REFER TO DOOR SCHEDULE FOR DOOR DETAILS AND THRESHOLD DETAILS.
16. REFER TO FINISH SCHEDULE AND LEGEND FOR FLOOR TYPES AND DOOR SCHEDULE FOR
FLOOR TRANSITIONS.
17. REFER TO SHEET AF-1.20 FOR PORCELAIN TILE WAINSCOT DETAIL.
18. FOR WALL MOUNTED PROJECTOR LOCATIONS REFER TO INT ELEVATIONS.
19. SEE A-5.80 FOR MARKERBOARD, TACKBOARD AND ACOUSTIC PANEL SCHEDULES.
1t
1i
101 DOOR No.
WINDOW TYPE
WALL TYPE
SPOT ELEVATION
MARKERS
SF16 STOREFRONT /
CURTAIN WALL TAG
?
KEYNOTE TAG
BL1 BORROWED LITE
TAG
FLOOR PLAN LEGEND
OVERHEAD
ELEMENT
TA-XX EQUIPMENT TAG
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
3/1/2021 9:52:30 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-1.11B
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
FIRST FLOOR PLAN -
PART B
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
1 FIRST FLOOR PLAN - PART B - GYMNASIUM / ADMIN
2 2/12/21 ADDENDUM 2
8 3/1/21 ADDENDUM 8
DWREF.
REF.DW
REF.
DW
REF.D.1
D.1
E E
F F
G G
H.1 H.1
F.4
D1
D3
D5
D10
D14
C1
C1
C2
C3
C4
C5
C6
C7
C8 C9
C9 C11
D16
D18
D22
D24
D
D
H H
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C22
MATCHLINE -PART C
MATCHLINE -PART D
M ATCHLINE -PART C
MATCHLINE -PART D
GENERAL CR
C119
GENERAL CR
C108
SPED CC
C114
CC STORAGE
C114B
SCIENCE CR
C106
GENERAL CR
C110
GENERAL CR
C104
GENERAL CR
C102
GENERAL CR
C101
TEACHER WORK
C129
DOS
C116
ELECTRICAL
C128
PREP
C106A
TOILET
C122
TOILET
C121
CUST STOR
C123
MAKER SPACE
C125
EMERG ELEC
C127
FLEXIBLE LEARNING
C100A
FLEXIBLE LEARNING
C100B
MAKER SPACE
C137
FLEXIBLE LEARNING
C100C
READING STOR
C133
CUST STOR
C134
SPED RESOURCE
C112
GYM STOR
C135
TOILET
C131
TOILET
C132
FLEXIBLE LEARNING
C100DIDF
C130
STAIR C2
ST-C2
STAIR C1
ST-C1
CORRIDOR
C124
CORRIDOR
C136
VEST
C138
MATCHLINE - PART B
MATCHLINE - PART C
MATCHLINE - PART B
MATCHLINE - PART C
A-4.13
2
A-4.14
13
2' - 0 3/8"1' - 9 1/8"ECR
C126
A-3.51
12
A-3.43
2
A-3.43
8
TYP
C107A C109A
C129B
C133A
C106AA
C125B
C100D
D100B
C100C
C102A
C101A
C104A C110A C112A
C128A
C131A C132A
C137B
EXT31
C134AC127A
C130A
C103A
C108A
C126A
C118A C120A
C105A
C136A
EXT36
EXT35
GENERAL CR
C103
SPED RESOURCE
C105
SPED RESOURCE
C107
HEALTH
C109
WRLD LANG
C111
SM GRP / EL RESOURCE
C113
SM GRP / EL RESOURCE
C115
GENERAL CR
C117
SPED TOILET CC
C114A
TOILET
C118
TOILET
C120
A-4.13
1
A-2.13
5
A-2.13
1
A-2.13
7
A-2.13
8
A-2.13
4
A-2.13
3
A-2.14
3
C100BC100A
C101B
4
A-3.01
4
A-3.01
A-4.61
10
12
A-4.61 6
A-4.61
11
13
A-4.619 8
7
A-4.63
3
1
A-4.63
2
4
A-4.63 56
7
W2
S06B
S06B
S06B
S06B
S06B
S06B
S06B
S06B
S06B
S06B
S06B
S06B S06B
S06B
S06B
S06B S06B
S06B
S06B
S06B
S06B
S03A
S03A
S03A
S06B
S06B
S06B
S06B
F03D
F03D
S06B
F03D
F03D F03D F03D
S03B
S03BS03B
S03BS03B
S03B-2S03B-2
F03D F03D
S06B
F03D
F03DF03D
F03D
F03D F03D
S06B
WIXON COURTYARD
CRT-2
S03A
F03D
F03D
F.5
D.7
D.7
D.3
D.3
D.5
D.5
JJ
ii
C115
C115
C116
F03D
S03B-2S03B-2
S06B
G1A G1A G1B G1B G1A G1A G1B
G1B
G1AG1AG1B
G1B G1A G1A G1B G1B G1B G1B G1B G1B G1A G1A G1A G1B
G1BG1AG1AG1B
G1B
G1B
G1B
G1A
G1A
G1B
F03C
F03C F03C
F03C
CORRIDOR
C141
CORRIDOR
C142
CORRIDOR
C139
CORRIDOR
C140
A-4.629 11
UP
A-4.63
9
10 8
G1B
G1B
G1A
EWA-3
EWA-3
EWA-3EWA-2
EWA-2
EWA-2
EWA-2
EWA-2
EWA-2
EWA-2 EWA-3EWA-3
EWA-2
EWA-3
EWA-3
EWA-3 EWA-2 EWA-2 EWA-3 EWA-3
A-5.60
4
A-5.60
4
C102B
C106A
C108B
C119B
EXT34
A-4.13
3
A-6.06
12
A-6.06
12
A-6.06
12
ELEV C1
EL-C1
1
A-3.01
1
A-3.01
30' - 8"30' - 8"12' - 0"
17' - 11 1/2"
A-5.20
3
A-5.18
1CORRIDOR
B143A-5.18
46' - 2 7/8"7' - 5 7/8"7' - 6 1/2"6' - 3 1/2"6' - 3 1/2"7' - 6 1/2"9' - 9 1/2"7' - 4"6' - 2 7/8"7' - 5 7/8"A-5.18
10
A-4.62
17
EQ EQ
A-5.18
5
EXT33
EXT32
EXT37
MB-04MB-04
MB-01
MB-03
MB-01
TB-01
MB-01
MB-03
MB-01
TB-01
TB-03
MB-04
TB-03
MB-01
MB-03
MB-01
G1B
MB-04MB-04 MB-04MB-04
TB-01
MB-01
MB-03
MB-01
TB-01
TB-03
MB-03
TB-03
MB-01
MB-03
MB-01
MB-01
MB-03
MB-01
TB-01
MB-01
MB-03
MB-01
TB-01
MB-01
MB-03
MB-01
TB-01
MB-03
TB-02
MB-01
MB-03
MB-01
TB-01
TB-01TB-03
MB-03
TB-03
A-4.56
19
MB-03
MB-01
MB-03
MB-01
MB-01
MB-03
MB-01
TB-01
MB-01
MB-03
MB-01
TB-01
A-4.54
13
MB-01 MB-01MB-01
F03D
TB-01
MB-01
MB-03
MB-01
TB-01
MB-01
MB-03
MB-01
TB-01
MB-01
MB-03
MB-01
TB-01
TB-02
MB-03
TB-02
TB-03
MB-03
TB-03
MB-01
A-4.54
12
A-4.55
MB-01
MB-03
MB-01
MB-01
MB-03
MB-01
TB-01
MB-01
MB-03
MB-01
TB-01
TB-01
MB-01
MB-03
MB-01
TB-01
MB-04MB-04
MB-03
MB-01
MB-01
MB-01
C137A
A-4.56
10
11 9
SIM./OPP.
SIM./OPP
.
SIM./OPP.
A-4.54
9
A-5.60
10
F03D 30' - 1 3/4"30' - 1 3/4"A-4.54
9
7 5 SIM./OPP.
SIM./OPP.
SIM./OPP.
6 SIM./OPP.
A-4.54
6 SIM.
A-4.54 75 SIM.
SIM.
6
4
SIM.
SIM.
A-4.547 5
6
4
SIM./OPP.
SIM./OPP.
SIM./OPP.
SIM./OPP.A-4.56
10
119
SIM./OPP.
SIM./OPP.
SIM./OPP.
A-4.56
10
11 9
SIM./OPP.
SIM./OPP.
SIM./OPP.
8
SIM./OPP.
A-6.06
12
A-4.545
SIM./OPP.
A-4.545 7
6
4
SIM./OPP.
SIM./OPP.
SIM./OPP.
SIM./OPP.
A-4.56
10
11 9 SIM.
SIM.
SIM.
A-4.54
6
4
SIM./OPP.
SIM./OPP.
A-4.55
7
A-4.55
9
SIM.
SIM.
A-4.54
6
4 SIM.
SIM.
BL01A
MB-02MB-02 MB-02
S06B
G3G3
G3 G3 G3 G3 G3 G3 G3 G3 G3 G3 G3 G3
G3G3G3G1BG1B
G3 G3
BL01A
BL01A BL01A BL01A BL01A BL01A BL01A
BL01A
BL01A
A-4.54
1
A-4.56
4
C129A
A-4.547 5
6
SIM./OPP.
SIM./OPP.
SIM./OPP.
A-4.545
6
7 SIM.
SIM.
SIM.
C117A C119A
A-4.56
1
C115AC113A
A-4.62
10
A-4.62
12
A-4.55
1
A-4.57
5
C114A
C114AA
C111A
A-4.56
6
EXT24
S06B
1' - 4 1/4"
3' - 7 5/8"
M.O.
4' - 8 3/8"13' - 3 5/8"
M.O.
5' - 8 3/8"
1' - 3 5/8"
M.O.
6' - 10 3/4"
1' - 1 1/4"
M.O.
5' - 8 3/8"12' - 3 5/8"
M.O.
5' - 8 3/8"30' - 8 3/4"12' - 8"10' - 0"30' - 8 3/4"1' - 4 1/4"1' - 1 3/4"86' - 10"1' - 4 1/4"33' - 5 5/8"12' - 4 1/2"40' - 11 7/8"33' - 5 1/8"6' - 4" M.O.1' - 2 3/4"1' - 6 1/8"10' - 10 3/8" M.O.C114BA
6' - 0"30' - 8 3/4"30' - 8"12' - 0"30' - 8"30' - 8"30' - 8"30' - 8"12' - 0"30' - 8"30' - 8 3/4"
1' - 4 1/4"
61' - 2 5/8"
1' - 4 1/4"
3' - 11 5/8"4' - 0 3/8"13' - 11 5/8"5' - 0 3/8"
1' - 11 5/8"
6' - 2 3/4"
1' - 9 1/4"
5' - 0 3/8"13' - 7 5/8"
M.O.
4' - 8 3/8"
G3
ABOVE
06_4000.13
06_4000.13
1' - 8 1/4"
M.O.
4' - 8 3/8"4' - 10 5/8"
M.O.
6' - 10 3/4"
2' - 0 1/4"
M.O.
5' - 8 3/8"
8 5/8"
M.O.
6' - 10 3/4"
9 3/8"
M.O.
5' - 8 3/8"13' - 8 1/2"
M.O.
4' - 8 3/8"4' - 7 5/8"
M.O.
4' - 8 3/8"13' - 7 7/8"
M.O.
5' - 8 3/8"
10 1/2"
M.O.
6' - 10 3/4"
1' - 4 1/4"
M.O.
5' - 8 3/8"
1' - 4 5/8"
M.O.
6' - 10 3/4"4' - 6 1/4"
M.O.
4' - 8 3/8"
F03D TYP
DIVISION 11
ABOVE
15' - 4" O.C.
61' - 9 3/4"
3' - 11 5/8"4' - 0 3/8"14' - 5 5/8"5' - 0 3/8"
1' - 5 3/4"
6' - 2 3/4"
1' - 3 1/4"
5' - 0 3/8"14' - 5 5/8"4' - 0 3/8"
1' - 9 3/4"30' - 8 3/4"9' - 11 3/4"12' - 8 1/4"30' - 8 3/4"2' - 6"1' - 1 3/4"86' - 10"33' - 5 5/8"12' - 4 3/4"40' - 11 5/8"1' - 4 1/4"33' - 3 5/8"5' - 0 3/8"2' - 7 3/4"1' - 6 3/8"10' - 10 3/8" M.O.DIVISION 11 2' - 7 1/2"8' - 0 1/2"2' - 1"
19' - 6"44' - 1 7/8"1' - 2"M.O.
4' - 8 3/8"4' - 3 5/8"
M.O.
4' - 8 3/8"
1' - 1 1/8"
6' - 10 3/4" M.O.
1' - 3 3/4"M.O.
4' - 8 3/8"4' - 3 5/8"
M.O.
4' - 8 3/8"5' - 3 5/8"
M.O.
4' - 8 3/8"5' - 3 5/8"
M.O.
4' - 8 3/8"9' - 3 5/8"
M.O.
4' - 8 3/8"9' - 3 5/8"
M.O.
4' - 8 3/8"
C123A
7' - 0"MB-02
DIVISION 11
ABOVE ABOVE
12_3000
30' - 1 3/4"DIVISION 117' - 0"11' - 6"
1' - 2"
4' - 7"4' - 7"
1' - 2"
1' - 4 1/4"
62' - 2 3/4"
2' - 2 3/4"
4' - 0 3/8"13' - 11 5/8"5' - 0 3/8"
1' - 9 1/4"
M.O.
6' - 6 3/4"
1' - 7 5/8"
5' - 0 3/8"13' - 11 5/8"4' - 0 3/8"3' - 11 5/8"
DIVISION 11
2' - 7 5/8"7' - 2 1/2"
F03DF03D12_3000
12_3000
12_3000
A-5.55
6
TYP
7' - 2 1/2"
A-5.55
6
OPP.A-5.55
6
OPP.
12_3000
ABOVE
DIVISION 11
DIVISION 11
A-5.55
6
OPP.
29' - 0"
C100AA C100BA
C100DAC100CA
D100BA
D100AA
D100A 7 3/4"1' - 4 1/4"7 3/4"7' - 2 1/2"
34' - 0"
2' - 0"
2' - 0"
11' - 2 1/2"
30' - 0"
A-5.60
7
ABOVE
C18
C19
C20
C22
C23
C25
C27
A-2.13
2
A-2.13
6
10 8
D13
D20
C116A
MB-03
MB-01
MB-01 MB-01
MB-03
MB-01
C107BC105B C113B C115B
12' - 0"30' - 8"30' - 7 3/4"
C121A
C122A
1' - 2"
4' - 7"4' - 7"
1' - 2"
1' - 2"
4' - 7"4' - 7"
1' - 2"
11' - 6"
D100AA
D100A
A-5.20
7
4
A-3.28
A-5.55
1
A-5.18
8
A-5.55
4
D9
A-4.62 31A-4.62
4
A-4.62
2
06_4000.01+28.20
f
t
+28.20
f
t
+28.20
f
t+28.20
f
t
C125A
+28.20
f
t +28.20
f
t
+28.20
f
t
05_1200.0105_1200.01
05_1200.0105_1200.01
06_1000.04
06_1000.04
05_1200.01
05_1200.01
05_1200.01
05_1200.01
05_1200.0105_1200.01
05_1200.0105_1200.01
05_1200.01
2
A-3.35
SIM.
3' - 1"
7' - 2 1/2"7' - 2 1/2"2' - 2"2' - 4"7' - 2 3/4"7' - 2 3/4" 2' - 4"
A-5.20
2
30' - 8 3/4"
4' - 7" 4' - 7"
14
A-5.06
TYPE 1ATYPE 1TYPE 1TYPE 1TYPE 1
TYPE 1A
TYP OF (8)TYP OF (9)
TYPE 1A
TYPE 1TYPE 1
TYP OF (21)
TYPE 1 TYPE 1ATYPE 1
TYP OF (7)
TYPE 1ATYPE 1A
F03D
TYPE 1ATYPE 1
TYP OF (7)
TYPE 1
TYPE 1TYPE 1
TYPE 1A
TYPE 1TYPE 1
TYP OF (22)TYP OF (24)TYPE 1ATYPE 1TYPE 1
TYP OF (22)TYPE 1TYPE 1A
F03C
TYPE 1
TYP OF (20)
F03C
TYPE 1TYPE 1
F03C
A-4.60
6
22_0000.01
5SIM.7SIM.
A-5.55
8
2' - 1"7' - 10 3/4"6' - 8 1/8"7' - 2 7/8"7' - 7 5/8"10' - 1 1/8"4' - 10 7/8"8' - 2"9' - 3 5/8"8' - 7 1/8"28' - 11 3/4"9' - 6 1/2"3' - 10"9' - 9 1/4"ALIGNALIGNALIGNALIGN7' - 9 5/8"6' - 7 1/8"
A-5.66
3
3
A-3.35
4
A-3.35
13B
A-5.056 | A-2.207 | A-2.208 | A-2.209 | A-2.2010 | A-2.20
8
F03CF03C
8
8
F03CF03C
8
A-5.60
21
8
5 | A-2.20 4 | A-2.208
8
8
8
8
8
8
4 | A-2.205 | A-2.20
8
8
1. REFER TO SHEET A-0.01 FOR PLAN LEGEND, ABBREVIATIONS & KEYNOTES.
2. REFER TO SHEET AF-0.01 FOR INTERIOR FINISH SCHEDULE & LEGEND.
3. REFER TO SHEET A-0.02 FOR EXTERIOR ASSEMBLIES AND SHEET A-0.03 FOR INTERIOR
ASSEMBLIES, PARTITION HEAD DETAILS.
4. REFER TO SHEET G-0.10 AND CODE SHEETS FOR ADDITIONAL RATING INFORMATION.
5. CASEWORK SHOWN IN PLAN, SEE CASEWORK SHEETS FOR ELEVATIONS AND DETAILS.
6. REFER TO SHEET AF-0.03, TYPICAL MOUNTING HEIGHTS FOR EQUIPMENT LEGEND, FOR
TYPICAL ELECTRICAL AT TEACHING WALLS.
7. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
8. OWNER SUPPLIED SOAP AND PAPER TOWEL DISPENSERS AT ALL SINKS. CONTRACTOR TO
INSTALL AND TO PROVIDE REQUIRED BLOCKING.
9. REFER TO SHEET A-0.01 FOR TYPICAL EQUIPMENT MOUNTING HEIGHT.
10. REFER TO SHEET A-5.80 FOR TYPICAL LOCKER TYPES, ADA REQUIREMENTS AND NOTES.
PLAN GENERAL NOTES
11. REFER TO SHEET A-0.02 FOR ROOF TYPES.
12. ALL DIMENSIONS SHOWN ARE TO THE FACE OF THE MASONRY, FACE OF STUDS AND CENTER
OF COLUMN LINES, UNLESS OTHERWISE NOTED. PARTITIONS LOCATED ON GRID LINES TO BE
CENTERED ON GRID LINE.
13. ALL DIMENSIONS THAT CALL-OUT CLEAR OR CLR. ARE FACE OF GWB OR MASONRY.
14. SEE INTERIOR ELEVATIONS AND ROOM FINISH SCHEDULE FOR PAINTED ACCENT WALLS.
15. REFER TO DOOR SCHEDULE FOR DOOR DETAILS AND THRESHOLD DETAILS.
16. REFER TO FINISH SCHEDULE AND LEGEND FOR FLOOR TYPES AND DOOR SCHEDULE FOR
FLOOR TRANSITIONS.
17. REFER TO SHEET AF-1.20 FOR PORCELAIN TILE WAINSCOT DETAIL.
18. FOR WALL MOUNTED PROJECTOR LOCATIONS REFER TO INT ELEVATIONS.
19. SEE A-5.80 FOR MARKERBOARD, TACKBOARD AND ACOUSTIC PANEL SCHEDULES.
1t
1i
101 DOOR No.
WINDOW TYPE
WALL TYPE
SPOT ELEVATION
MARKERS
SF16 STOREFRONT /
CURTAIN WALL TAG
?
KEYNOTE TAG
BL1 BORROWED LITE
TAG
FLOOR PLAN LEGEND
OVERHEAD
ELEMENT
TA-XX EQUIPMENT TAG
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
3/1/2021 9:53:00 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-1.11C
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
FIRST FLOOR PLAN -
PART C
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
1 FIRST FLOOR PLAN - PART C - CLASSROOMS
2 2/12/21 ADDENDUM 2
8 3/1/21 ADDENDUM 8
REF.DW
AA
BB
CC
D.1D.1
B.5
B.4
D1
D1
D2
D3
D4
D5
D6 D8
D10
D11
D14
D15
D16
D17
D18
D19 D21
D22
D23
D24
D25
D25
DD
MATCHLINE - PART C
MATCHLINE - PART D
MATCHLINE - PART C
MATCHLINE - PART D
GENERAL CR
D113
GENERAL CR
D120
AP2
D134
GENERAL CR
D111
SPED RESOURCE
D116
GENERAL CR
D112
GENERAL CR
D110SPED SAILS
D108
SPED RESOURCE
D106
GENERAL CR
D104
GENERAL CR
D105 GENERAL CR
D107
SCIENCE CR
D109
TOILET
D129
TOILET
D130
PREP
D109A
SPED TOILET
D128 TOILET
D132SOC WRK STOR
D126
SOC WORK
D124
TOILET
D121
SPED TOILET
D122
TOILET
D117
GENERAL CR
D103
GENERAL CR
D101
GENERAL CR
D102
SPEECH
D115
ELECTRICAL
D125 TOILET
D133
STOR
D119
FLEXIBLE LEARNING
D100A FLEXIBLE LEARNING
D100C
FLEXIBLE LEARNING
D100D
EMERG ELEC
D127
IDF
D123 FLEXIBLE LEARNING
D100B
CORRIDOR
D136
STAIR D2
ST-D2
STAIR D1
ST-D1
A-4.13
11
1' - 4 1/8"
SPED STAR II
D114
SIM.
GENERAL CR
D118
D109AA
D100B
D131A
D101A D103A
D115A
D122A
D121A
C137B
D117A
D107AD105A
D103B D105B
EXT35
D102A D104A D106A D108A D116A D118A D120A
D109A D111A D113A
D119A
D125A D128A D133A
D110A D112A
D134A
D127A
D132AD126A
D123A
D120BD104B
A-3.43
2
SIM.
A-3.43
8 SIM.
CORRIDOR
D100
A-2.14
1
A-2.14
4
A-2.14
3
A-2.14
2
A-4.647
D111B
W1
W1
JJii C115 C116
S06B
S06B
S06B
S06B
F03D
F03D F03D
S06B
S06B S06B
S06B
F03D F03D S06B F03D
S06B
S06BS06B
S06B S06B
S06B
F03D
S06B
F03D
F03D F03D F03D F03D
S06B
S06B
F03DF03D
S06B
S06B
F03D
S06B
S03B
S06B
S06B
S06B
S06B
F03DF03D
F03DF03DF03D
F03B
S06B S06B
S06B
S06B
S06B
F03D F03D F03D
S03BS03B S03BS03B
S03B-2S03B-2
S03B-2
S03B-2
F03CF03C
F03C
S03A
F03C
S03D
S03D
G1B G1A G1A G1B G1B G1A G1B G1B G1B G1B G1A G1A G1B
G1BG1AG1AG1BW07W07G1BG1AG1AG1BG1BG1AG1AW07G1BW07G1BG1AG1AG1B
F03C
F03D F03D
S06B
A-4.64
8
10
A-4.64
9
11
A-4.65
3
1
6
A-4.65
2
4
A-4.645 4
A-4.64 3
2
1
CORRIDOR
D135
UP
A-4.13
13
A-4.13
10
F03C
A-4.13
12
F03C
G1B
EWA-3
EWA-3
EWA-3
EWA-3
EWA-2EWA-2EWA-2
EWA-3EWA-3
EWA-2 EWA-2EWA-2
EWA-3
EWA-3
EWA-3
EWA-3 EWA-3
D108B
EXT34
A-6.06
12
A-6.06
12
A-6.06
12
A-6.06
12
A-6.06
12
D137A
STOR
D137
MAKER SPACE
C137
CORRIDOR
C136
1
A-3.13
53' - 2 3/8"
S03B
S03BS03BS03B A-0.03
3
A-0.03
3
A-5.19
3
MAKER SPACE
C125CORRIDOR
C124
A-5.19
4
R06B
EXT37
A-4.14
13
MB-04
TB-01
MB-01
MB-03
MB-01
TB-01
MB-01
MB-03
MB-01
MB-04
TB-01
MB-01
MB-03
MB-01
TB-01
TB-01
MB-01
MB-03
MB-01
TB-01
TB-01
MB-01
MB-03
MB-01
TB-01
MB-01
MB-03
MB-01
TB-01
MB-01
MB-03
MB-01
TB-01
MB-01
MB-03
MB-01
TB-01
MB-04MB-04
MB-01
MB-03
MB-01
MB-04 MB-04
MB-04MB-04 MB-04 MB-04 MB-04MB-04
MB-01
MB-03
MB-01
TB-01
MB-01
MB-03
MB-01
TB-01
MB-01
MB-03
MB-01
TB-01
MB-01
MB-03
MB-01
TB-01MB-01
MB-03
MB-01
F03DA-4.5713 11
12
MB-01
MB-03
MB-01
A-4.54
16
A-4.54
17
A-4.57
9
10
TB-02
TB-02
14
TB-01
MB-03
MB-01
MB-03
MB-01
TB-02
TB-02
TB-01
MB-03
TB-02
MB-02
TB-02MB-02
TB-03 MB-02
MB-01 TB-01
30' - 1 3/4"30' - 1 3/4"A-4.55 3 SIM.
S06BS06B
A-4.57
12
14
1113
SIM.
SIM.
SIM.SIM.
A-4.54
9
4
A-4.54
9
4
SIM./OPP.SIM.
SIM./OPP.SIM.
MB-02
MB-02
MB-02MB-02
G3 G3 G3 G3G3G3
G3G3
G4
G3G3G3G3
G4
G3G3
BL01A BL01A BL01A BL01A
BL01ABL01ABL01A
A-4.56
5
D124A
A-4.57
3
A-4.54 57
6
SIM.
SIM.
SIM.
A-4.54 75
6 SIM./OPP.
SIM./OPP.
SIM./OPP.
A-4.54 75
6 SIM./OPP.
SIM./OPP.
SIM./OPP.
4 SIM./OPP.
A-4.54 57
6 SIM.
SIM.
4
SIM.
SIM.
57
SIM./OPP.SIM./OPP.
5 7
SIM. SIM.
1
A-3.01
1
A-3.01
4
A-3.01
4
A-3.01
A-4.57
2
SIM./OPP.
D112B
28' - 4 1/4"
EXT39
EXT38
MB-03 D100BAD100AA
6' - 0"30' - 8 3/4"42' - 8"29' - 3"32' - 1"30' - 8"42' - 8"30' - 8"30' - 8 3/4"
1' - 4 1/4"
208' - 11 1/2"
3' - 7 5/8"
M.O.
4' - 8 3/8"13' - 3 5/8"
M.O.
5' - 8 3/8"
1' - 3 5/8"
6' - 10 3/4" M.O.
1' - 1 1/4"
M.O.
5' - 8 3/8"13' - 3 5/8"
9 1/4"
M.O.
3' - 11 1/8"
63' - 2 1/2"
3' - 7 5/8"
M.O.
4' - 8 3/8"13' - 3 5/8"
M.O.
5' - 8 3/8"
1' - 3 5/8"
6' - 10 3/4" M.O.
1' - 1 1/4"
M.O.
5' - 8 3/8"13' - 3 5/8"
M.O.
4' - 8 3/8"
2' - 10 1/2"7 3/4"1' - 4 1/4"30' - 8 3/4"9' - 11 3/4"12' - 8 1/4"30' - 8 3/4"1' - 4 1/4"33' - 5 5/8"12' - 4 3/4"40' - 11 5/8"33' - 0"5' - 8 3/8" M.O.2' - 3 3/8"1' - 6 3/8"10' - 10 3/8" M.O.86' - 10"272' - 2"
G1A
G1A
M.O.
4' - 8 3/8"
9 1/2"
M.O.
6' - 10 3/4"11' - 7 3/8"
M.O.
5' - 8 3/8"
3' - 3 5/8"
M.O.
4' - 8 3/8"4' - 3 5/8"
M.O.
4' - 8 3/8"11' - 3 5/8"4' - 8 3/8"9' - 3 5/8"
M.O.
4' - 8 3/8"2' - 0"30' - 8 3/4"12' - 8 1/4"9' - 11 3/4"30' - 8 3/4"1' - 4 1/4"7 3/4"86' - 10"40' - 11 5/8"12' - 4 3/4"33' - 5 5/8"32' - 11 5/8"M.O.5' - 8 3/8"2' - 3 3/4"1' - 5 3/8"10' - 11 3/8" M.O.272' - 2"
120' - 4 1/4"14' - 3 3/4"61' - 7 1/8"
3' - 7 5/8"
M.O.
4' - 8 3/8"13' - 3 5/8"
M.O.
5' - 8 3/8"
1' - 3 5/8"
M.O.
6' - 10 3/4"
1' - 1 1/4"
M.O.
5' - 8 3/8"13' - 3 5/8"
M.O.
4' - 8 3/8"
1' - 3 1/8"
3' - 1 1/2"
R.O.
8' - 0 3/4"3' - 1 1/2"
1' - 3 1/8"
M.O.
4' - 8 3/8"13' - 3 5/8"
M.O.
5' - 8 3/8"
1' - 1 1/4"
M.O.
6' - 10 3/4"
1' - 3 5/8"
M.O.
5' - 8 3/8"13' - 3 5/8"
M.O.
4' - 8 3/8"4' - 3 5/8"
M.O.
4' - 8 3/8"13' - 3 5/8"
M.O.
5' - 8 3/8"
1' - 5 1/4"
M.O.
6' - 10 3/4"
11 5/8"
M.O.
5' - 8 3/8"13' - 3 5/8"
M.O.
4' - 8 3/8"
1' - 4 3/4"
3' - 1 1/2"
R.O.
8' - 0 3/4"
M.O.
4' - 8 3/8"13' - 3 5/8"
M.O.
5' - 8 3/8"
1' - 1 1/4"
M.O.
6' - 10 3/4"
1' - 3 5/8"
M.O.
5' - 8 3/8"13' - 3 5/8"
M.O.
4' - 8 3/8"3' - 7 5/8"
21' - 4"
DIVISION 11
12_3000
12_3000
40' - 0"30' - 2"
10_1100.01
06_4000.06
DIVISION 11 9' - 5 3/4"18' - 9 1/4"
12_3000
30' - 1 3/4"30' - 1 3/4"30' - 2"
12_3000
A-5.55
6
OPP.
A-5.55
6
12_3000
C30
C29
D13 D20
MB-01
D106B D116B
MB-01
MB-03
MB-01MB-01
MB-03
MB-01
MB-01
MB-03
MB-01
MB-01
MB-01
MB-03
MB-01
MB-03
MB-01
MB-01
MB-03
MB-01
MB-01
MB-03
MB-01
MB-01
MB-03
MB-01
MB-01
MB-03
MB-01MB-01
MB-03
MB-01
TB-01
MB-01
MB-03
MB-01
TB-01
D129A
D130A
1' - 2"
4' - 7"4' - 7"
1' - 2"
A-5.19
1
D100AA
D100A
A-5.19
5
D114A
1
A-3.35
2
A-3.35
A-5.56
1
A-5.56
2
SIM./OPP.A-5.56
5
A-5.56
5
D9
A-4.56
24 +28.20 ft+28.20 ft+28.20 ftC125A
06_1000.04
06_1000.04
06_1000.04
05_1200.01 05_1200.01 05_1200.01
05_1200.01
1' - 4 1/4" 30' - 8 3/4"30' - 7 1/4"12' - 1 1/2"30' - 7 1/4"30' - 8"30' - 8"30' - 7 1/4"12' - 1 1/2"30' - 7 1/4"30' - 8 3/4" 1' - 4 1/4"
14
A-5.06
TYPE 1TYPE 1 TYPE 1A
TYP OF (19)
TYPE 1TYPE 1A TYPE 1
TYP OF (42)
TYPE 1A
TYPE 1TYPE 1
TYP OF (21)
TYPE 1TYPE 1
ALIGNALIGNALIGNALIGN10' - 9 1/4"7' - 7 1/8"6' - 7 1/4"5' - 10 1/2"9' - 9 1/8"6' - 7 3/4"5 5/8"2' - 9 1/2"10' - 11 1/2"11' - 0"7' - 5 7/8"20' - 5 7/8"
S03B
9' - 8 7/8"9' - 5 3/8"6' - 7 3/4"1' - 9 3/8"
2 | A-2.20
1 | A-2.203 | A-2.204 | A-2.205 | A-2.20
8
8
8
8
8
4 | A-2.205 | A-2.20
8
8
2 | A-2.20
1 | A-2.203 | A-2.208
8
8
1. REFER TO SHEET A-0.01 FOR PLAN LEGEND, ABBREVIATIONS & KEYNOTES.
2. REFER TO SHEET AF-0.01 FOR INTERIOR FINISH SCHEDULE & LEGEND.
3. REFER TO SHEET A-0.02 FOR EXTERIOR ASSEMBLIES AND SHEET A-0.03 FOR INTERIOR
ASSEMBLIES, PARTITION HEAD DETAILS.
4. REFER TO SHEET G-0.10 AND CODE SHEETS FOR ADDITIONAL RATING INFORMATION.
5. CASEWORK SHOWN IN PLAN, SEE CASEWORK SHEETS FOR ELEVATIONS AND DETAILS.
6. REFER TO SHEET AF-0.03, TYPICAL MOUNTING HEIGHTS FOR EQUIPMENT LEGEND, FOR
TYPICAL ELECTRICAL AT TEACHING WALLS.
7. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
8. OWNER SUPPLIED SOAP AND PAPER TOWEL DISPENSERS AT ALL SINKS. CONTRACTOR TO
INSTALL AND TO PROVIDE REQUIRED BLOCKING.
9. REFER TO SHEET A-0.01 FOR TYPICAL EQUIPMENT MOUNTING HEIGHT.
10. REFER TO SHEET A-5.80 FOR TYPICAL LOCKER TYPES, ADA REQUIREMENTS AND NOTES.
PLAN GENERAL NOTES
11. REFER TO SHEET A-0.02 FOR ROOF TYPES.
12. ALL DIMENSIONS SHOWN ARE TO THE FACE OF THE MASONRY, FACE OF STUDS AND CENTER
OF COLUMN LINES, UNLESS OTHERWISE NOTED. PARTITIONS LOCATED ON GRID LINES TO BE
CENTERED ON GRID LINE.
13. ALL DIMENSIONS THAT CALL-OUT CLEAR OR CLR. ARE FACE OF GWB OR MASONRY.
14. SEE INTERIOR ELEVATIONS AND ROOM FINISH SCHEDULE FOR PAINTED ACCENT WALLS.
15. REFER TO DOOR SCHEDULE FOR DOOR DETAILS AND THRESHOLD DETAILS.
16. REFER TO FINISH SCHEDULE AND LEGEND FOR FLOOR TYPES AND DOOR SCHEDULE FOR
FLOOR TRANSITIONS.
17. REFER TO SHEET AF-1.20 FOR PORCELAIN TILE WAINSCOT DETAIL.
18. FOR WALL MOUNTED PROJECTOR LOCATIONS REFER TO INT ELEVATIONS.
19. SEE A-5.80 FOR MARKERBOARD, TACKBOARD AND ACOUSTIC PANEL SCHEDULES.
1t
1i
101 DOOR No.
WINDOW TYPE
WALL TYPE
SPOT ELEVATION
MARKERS
SF16 STOREFRONT /
CURTAIN WALL TAG
?
KEYNOTE TAG
BL1 BORROWED LITE
TAG
FLOOR PLAN LEGEND
OVERHEAD
ELEMENT
TA-XX EQUIPMENT TAG
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
3/1/2021 9:53:22 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-1.11D
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
FIRST FLOOR PLAN -
PART D
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
1 FIRST FLOOR PLAN - PART D - CLASSROOMS
2 2/12/21 ADDENDUM 2
8 3/1/21 ADDENDUM 8
UP
K
L.9
UV
V
W
W
R
B1
B4
B14
A2
A5
A9
A10
A15
A17
MDF
B220
FLEXIBLE LEARNING
B200CA-2.013A-3.42
3
GUID WAIT RM
B221
GUID
B224
STAIR B1
ST-B1A-2.113A-2.114A-2.111IEP SM CONF
B201
DN2
A-3.01
3
A-3.01
3
A-3.01
V.5
V.5
A3
A8
A11
A12
A14
T SS.2
M.9
N.4
N.9P
B2
B3
L K.8
B16
B9
B6
A-2.112F02B
CUST STOR
B202
L.5
A4
A1
A6
A7
A-5.13
9
A-5.12
2
A-5.12
4
A-5.13
10
A-5.13
8
A-5.13
6
A-5.14
3
A-5.14
2
BL14
BL12
B201A
B203A
B202A
2
A-3.01
B200AA
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
SEE ROOF PLAN A-1.13A FOR ROOF
INFORMATION THIS AREA
REFER TO FIRST FLOOR PLAN
REFER TO FIRST FLOOR PLAN
REFER TO FIRST FLOOR PLAN REFER TO FIRST FLOOR PLAN
REFER TO FIRST FLOOR PLAN
REFER TO FIRST FLOOR PLAN
C9C31C32C33V.9
V.9
S.8
T.2
U.1
S.5
S.1
B12
B11
B10
B8
B13
B5
B7
F08B
EWA-1
D01B
1
A-3.21
1
A-3.31
M A T C H L IN E -P A R T A
M A T C H L IN E -P A R T B
A-5.11 4
2
A-3.31
A-5.12
2 SIM
A-5.11
10
A-5.11
13
A-5.11
2
A-5.14
5
A-4.6012
1
A-3.28
4
A-3.33
C11 | A-2.21
6 | A-2.229 | A-2.228 | A-2.22
3 | A-2.23
7 | A-2.2210 | A-2.22
11 | A-2.226 | A-2.234 | A-2.231 | A-2.24
2 | A-2.248
8
8
8
8
8
8
8
8
8
8
8
1. REFER TO SHEET A-0.01 FOR PLAN LEGEND, ABBREVIATIONS & KEYNOTES.
2. REFER TO SHEET AF-0.01 FOR INTERIOR FINISH SCHEDULE & LEGEND.
3. REFER TO SHEET A-0.02 FOR EXTERIOR ASSEMBLIES AND SHEET A-0.03 FOR INTERIOR
ASSEMBLIES, PARTITION HEAD DETAILS.
4. REFER TO SHEET G-0.10 AND CODE SHEETS FOR ADDITIONAL RATING INFORMATION.
5. CASEWORK SHOWN IN PLAN, SEE CASEWORK SHEETS FOR ELEVATIONS AND DETAILS.
6. REFER TO SHEET AF-0.03, TYPICAL MOUNTING HEIGHTS FOR EQUIPMENT LEGEND, FOR
TYPICAL ELECTRICAL AT TEACHING WALLS.
7. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
8. OWNER SUPPLIED SOAP AND PAPER TOWEL DISPENSERS AT ALL SINKS. CONTRACTOR TO
INSTALL AND TO PROVIDE REQUIRED BLOCKING.
9. REFER TO SHEET A-0.01 FOR TYPICAL EQUIPMENT MOUNTING HEIGHT.
10. REFER TO SHEET A-5.80 FOR TYPICAL LOCKER TYPES, ADA REQUIREMENTS AND NOTES.
PLAN GENERAL NOTES
11. REFER TO SHEET A-0.02 FOR ROOF TYPES.
12. ALL DIMENSIONS SHOWN ARE TO THE FACE OF THE MASONRY, FACE OF STUDS AND CENTER
OF COLUMN LINES, UNLESS OTHERWISE NOTED. PARTITIONS LOCATED ON GRID LINES TO BE
CENTERED ON GRID LINE.
13. ALL DIMENSIONS THAT CALL-OUT CLEAR OR CLR. ARE FACE OF GWB OR MASONRY.
14. SEE INTERIOR ELEVATIONS AND ROOM FINISH SCHEDULE FOR PAINTED ACCENT WALLS.
15. REFER TO DOOR SCHEDULE FOR DOOR DETAILS AND THRESHOLD DETAILS.
16. REFER TO FINISH SCHEDULE AND LEGEND FOR FLOOR TYPES AND DOOR SCHEDULE FOR
FLOOR TRANSITIONS.
17. REFER TO SHEET AF-1.20 FOR PORCELAIN TILE WAINSCOT DETAIL.
18. FOR WALL MOUNTED PROJECTOR LOCATIONS REFER TO INT ELEVATIONS.
19. SEE A-5.80 FOR MARKERBOARD, TACKBOARD AND ACOUSTIC PANEL SCHEDULES.
1t
1i
101 DOOR No.
WINDOW TYPE
WALL TYPE
SPOT ELEVATION
MARKERS
SF16 STOREFRONT /
CURTAIN WALL TAG
?
KEYNOTE TAG
BL1 BORROWED LITE
TAG
FLOOR PLAN LEGEND
OVERHEAD
ELEMENT
TA-XX EQUIPMENT TAG
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
3/1/2021 9:53:39 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-1.12A
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
SECOND FLOOR PLAN -
PART A
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
1 SECOND FLOOR PLAN - PART A
8 3/1/21 ADDENDUM 8
CooktopREF.DN
UP
K
N
C5
C7
C9
C11
B14 B20
B24
B24
B17
B22
A17
M.5
B18
H
C13
C15
C17 C19
C21 C22
J J
GYMNASIUM
B123
SPED RESOURCE
C205
WRLD LANG
C207
WRLD LANG
C209
WRLD LANG
C211
HEALTH
C213
GENERAL CR
C215
GENERAL CR
C217
TOILET
B209
TOILET
B210
CUST STOR
B211IT DIRECTOR
B217
IT SECRETARY
B216A
IT TECH WORK
B216
IT EQUIPMENT
B218
MDF
B220
MECHANICAL
B219
ECR
B212
TOILET
B214
TOILET
B213
FLEXIBLE LEARNING
B200C
A-4.11
22MATCHLINE - PART AMATCHLINE - PART B
MATCHLINE -PART B
MATCHLINE -PART C
CORRIDOR
B208CORRIDOR
B225
A-3.42
3
A-3.51
3
B211A
B219A
B221A
ST-B1B
B216A
B200B
B223AB224A
B220A B218A
B217A
B222A
ST-B1C
B200A
B212A
GUID WAIT RM
B221 GUID STOR
B222
GUID
B223
GUID
B224
OPEN TO LOBBY
BELOW
STAIR B1
ST-B1
OPEN TO GYM
BELOW
A-2.12
3
A-2.12
2
A-2.12
1
A-2.13
5
A-2.12
5
A-2.12
6
A-2.12
4
MEDIA CENTER
B203
MEDIA WORK
B204
RECORDING
B205B
INNOVATION / MEDIA LAB
B205
RECORDING
B205A
COMPUTER LAB
B206
IEP LRG CONF
B207
B203B
B206A
B204A
B205BA
B207A
B205AA
B205A
B218B
IEP SM CONF
B201
BL04
DN
1
A-3.01
3
A-3.01
3
A-3.01
A12
B21
B21
B25
B28
B28
B29
B29
P.7
M
N.4
N.7
N.9
P
A22
L L
K.8 K.8
H.8
H.8
H.5 H.5
B19
B15 B16
G2B G2B
F02B
A-4.44
1
C6
C7
C8
C5
C4
C3
C2
CORRIDOR
B200B
LOBBY
B200
CUST STOR
B202
SEE ROOF PLAN A-1.13B FOR
ROOF INFORMATION THIS AREA
J.7
B33
B33
1
A-3.12
2
A-3.12
B219B
A-5.15
5
A-5.15
5
A-5.15
5
A-5.15
5
A-5.15
3
A-5.17
5
BL14
BL12
BL09
BL10
BL09
BL10
BL09
BL08
BL09
B201A
B203A
B202A
B214A B213A
BL03
11
A-5.70
A-4.47
2
A-3.12
C200A
C200B
C200BA
C200AB
B200AA
B200BA
BL11 G12B-2
SEE ROOF PLAN A-1.13B FOR
ROOF INFORMATION THIS AREA 8' - 8 1/8"31' - 10"11' - 5"8' - 7 3/4"26' - 0 1/4"25' - 11"5' - 4 3/4"3' - 5 7/8"123' - 9"1' - 4 7/8"8' - 0 1/4" M.O.35' - 0 1/4"35' - 1" M.O.35' - 6 3/8"8' - 8 1/4" M.O.1' - 2 1/4"1' - 2 1/8"12' - 8 5/8" M.O.88' - 9 7/8"
101' - 6 1/2"
1' - 2 1/4"50' - 3 1/4"25' - 1 1/2"
127' - 3 3/8"
12' - 8 5/8" M.O.90' - 10"9 3/4"21' - 10 1/8" R.O.1' - 0 1/2"39' - 9"
26' - 9"
37' - 10"
32' - 8 3/4" R.O.
34' - 7"
32' - 8 3/8" R.O.
SEE ROOF PLAN A-1.13B FOR
ROOF INFORMATION THIS AREAOPEN TO BELOWC6B
C8B
C11
C13
C15
C17
S.5
S.1
M.3
L.6
B30
B30
B12
B11 B13
K.1
J.3 J.3
N.5
A26
A30
N.6
A-5.53
9
A-5.53
9
A-5.53
9
SIM.
11
A-5.70
11
A-5.70
11_6643.01
11_6626.07
11_6643.01
P.1
B209A
B210A
A-6.10
12
A-6.10
10
A-6.10
10
A-4.6011 9
A-4.6015 13
16
1
A-3.21
05_1200.0105_1200.01
05_1200.0105_1200.01
05_1200.0105_1200.01
05_1200.01
05_1200.0105_1200.01
05_1200.0105_1200.01
3' - 5 7/8"11' - 6"10' - 10 1/4"10' - 9 1/4"28' - 4"28' - 4"19' - 0"20' - 9 1/2"14' - 8 1/2"
7' - 0 5/8"
R.O.
4' - 0 3/8"9' - 11 5/8"
R.O.
4' - 0 3/8"
2' - 11 5/8"
R.O.
4' - 0 3/8"6' - 11 5/8"
R.O.
4' - 0 3/8"3' - 11 5/8"
R.O.
6' - 0 3/8"3' - 11 5/8"
R.O.
4' - 0 3/8"14' - 11 5/8"
R.O.
4' - 0 3/8"15' - 11 5/8"
R.O.
4' - 0 3/8"3' - 8 3/4"
R.O.
6' - 0 3/8"4' - 2 1/2"
R.O.
4' - 0 3/8"
G2BG2BG2BG3G3G2BG2BG2BG3G3
MATCHLI
NE
-PART AMATCHLI
NE
-PART BBL08
25' - 1 3/4"25' - 1 1/2"25' - 1 1/2"25' - 1 1/2"2' - 0"28' - 8"19' - 4"A-4.60
12
A-4.60
10
A-4.60
14
A-4.46
2
A-4.463 1
3
A-3.253' - 0"A-5.55
5
4
A-3.33
3
A-3.35
SIM.
C11 | A-2.212 | A-2.213 | A-2.214 | A-2.217 | A-2.21
9 | A-2.2110 | A-2.21 8 | A-2.216 | A-2.226 | A-2.21
5 | A-2.211 | A-2.222 | A-2.22
3 | A-2.224 | A-2.22
5 | A-2.22
6 | A-2.23
8
8
8
8
8
8
8
8
8
88
8
8
8
8
8
8
1. REFER TO SHEET A-0.01 FOR PLAN LEGEND, ABBREVIATIONS & KEYNOTES.
2. REFER TO SHEET AF-0.01 FOR INTERIOR FINISH SCHEDULE & LEGEND.
3. REFER TO SHEET A-0.02 FOR EXTERIOR ASSEMBLIES AND SHEET A-0.03 FOR INTERIOR
ASSEMBLIES, PARTITION HEAD DETAILS.
4. REFER TO SHEET G-0.10 AND CODE SHEETS FOR ADDITIONAL RATING INFORMATION.
5. CASEWORK SHOWN IN PLAN, SEE CASEWORK SHEETS FOR ELEVATIONS AND DETAILS.
6. REFER TO SHEET AF-0.03, TYPICAL MOUNTING HEIGHTS FOR EQUIPMENT LEGEND, FOR
TYPICAL ELECTRICAL AT TEACHING WALLS.
7. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
8. OWNER SUPPLIED SOAP AND PAPER TOWEL DISPENSERS AT ALL SINKS. CONTRACTOR TO
INSTALL AND TO PROVIDE REQUIRED BLOCKING.
9. REFER TO SHEET A-0.01 FOR TYPICAL EQUIPMENT MOUNTING HEIGHT.
10. REFER TO SHEET A-5.80 FOR TYPICAL LOCKER TYPES, ADA REQUIREMENTS AND NOTES.
PLAN GENERAL NOTES
11. REFER TO SHEET A-0.02 FOR ROOF TYPES.
12. ALL DIMENSIONS SHOWN ARE TO THE FACE OF THE MASONRY, FACE OF STUDS AND CENTER
OF COLUMN LINES, UNLESS OTHERWISE NOTED. PARTITIONS LOCATED ON GRID LINES TO BE
CENTERED ON GRID LINE.
13. ALL DIMENSIONS THAT CALL-OUT CLEAR OR CLR. ARE FACE OF GWB OR MASONRY.
14. SEE INTERIOR ELEVATIONS AND ROOM FINISH SCHEDULE FOR PAINTED ACCENT WALLS.
15. REFER TO DOOR SCHEDULE FOR DOOR DETAILS AND THRESHOLD DETAILS.
16. REFER TO FINISH SCHEDULE AND LEGEND FOR FLOOR TYPES AND DOOR SCHEDULE FOR
FLOOR TRANSITIONS.
17. REFER TO SHEET AF-1.20 FOR PORCELAIN TILE WAINSCOT DETAIL.
18. FOR WALL MOUNTED PROJECTOR LOCATIONS REFER TO INT ELEVATIONS.
19. SEE A-5.80 FOR MARKERBOARD, TACKBOARD AND ACOUSTIC PANEL SCHEDULES.
1t
1i
101 DOOR No.
WINDOW TYPE
WALL TYPE
SPOT ELEVATION
MARKERS
SF16 STOREFRONT /
CURTAIN WALL TAG
?
KEYNOTE TAG
BL1 BORROWED LITE
TAG
FLOOR PLAN LEGEND
OVERHEAD
ELEMENT
TA-XX EQUIPMENT TAG
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
3/1/2021 9:54:01 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-1.12B
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
SECOND FLOOR PLAN -
PART B
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
1 SECOND FLOOR PLAN - PART B
2 2/12/21 ADDENDUM 2
8 3/1/21 ADDENDUM 8
DW
REF.REF.DW
REF.
DW
DWCooktopREF.D.1
D.1
E E
F F
G G
H.1 H.1
F.4
D1
D3
D5
D10
D14
C1
C1
C2
C3
C4
C5
C6
C7
C8 C9
C9 C11
B24
B22
D16
D18
D22
D24
D
D
H H
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C22
MAKER SPACE
C235
PREP
C206A
TOILET
C222
TOILET
C221
CUST STOR
C223
GENERAL CR
C204
GENERAL CR
C202
AP1
C216
FLEXIBLE LEARNING
C200A
SPED RESOURCE
C203
GOSNOLD
C238
FLEXIBLE LEARNING
C200D
SPED TOILET
C237
READING STOR
C236
SPED NECC
C212
GENERAL CR
C214
SM GRP / EL RESOURCE
C208
PREP
C210A
SCIENCE CR
C210
FLEXIBLE LEARNING
C200C
TEACHER WORK
C229 IDF
C230
ELECTRICAL
C228
EMERG ELEC
C227
FLEXIBLE LEARNING
C200B
CUST STOR
C233
CORRIDOR
C200
STAIR C2
ST-C2-2
SCIENCE CR
C206
TOILET
C231
TOILET
C232
STAIR C1
ST-C1-2
CORRIDOR
C234
CORRIDOR
B208
CORRIDOR
B225
A-3.51
11
MATCHLINE -PART C
MAT CHL INE -PART D
MATCHLINE -PART C
MATCHLINE -PART D
MATCHLINE - PART B
MATCHLINE - PART C
MATCHLINE - PART B
MATCHLINE - PART C
A-3.43
9
A-3.43
3B
TOILET
C218
TOILET
C220
C236A
C201A C203A
C200C C200D
C207A
C209A C213AC211A C215A C217A
C216A
C202A C204A C208A
C238A
C228A
C212A C214A
C206AA
C235A
C233A
C223A
C225A
C231A C232A
C237A
C227A C230A
C225AA
C218A C220A
C226A
GENERAL CR
C215 GENERAL CR
C217
WRLD LANG
C211
WRLD LANG
C209
WRLD LANG
C207
HEALTH
C213
STOR
C226
SPED RESOURCE
C205
A-2.13
5
A-2.13
1
A-2.13
7
A-2.13
8
A-2.13
4
A-2.13
3
A-2.14
3
C206A
MAKER SPACE
C225
CORRIDOR
C224
10_2239.02
4
A-3.01
4
A-3.01
F03D
S06B
S06B
S06B
S06B
F03D F03D
S06B
S03E
F03D
S06B
S06B
S06B
F03D
F03D
S06B
F03D
S06B
S06B
S06B
S03B
S03B
S03B
S03B-2
S03B
S03B-2
S03B
S03BS03B
F03D
S06B
S06B
S06B
F03D F03D F03D
S06BF03D
F03D
S06BS06B
S06B
F03D
S06B
S06B
F03B
F03B
S03A
F03B
S06B
S06B
S06B
F03D S06B
S06B
S06B
S06B
S06B
F03D
S06B
S06B
S03B
F03DF03D
S06B
F03D
S06B
F03D F03D
S06B
S06B
F03D
S03A
F03B
S06B
S06B
S06B
F03D
S06B
S06B
F03D
B15 B16
F.5
D.7
D.7
D.3
D.3
D.5
D.5
JJ
ii
C115
C115
C116
S03B-2
S06B
G2B G2A G2A G2B
G2B G2A G2A G2A G2B G2A G2A G2B G2B G2A G2A G2B G2B G2A G2A G2B
G2BG2AG2AG2BG2BG2BG2B
G2B
G2B
G2A
G2B
G2A
G2A
G2B
G2B
G2A
G2A
F03CF03C F03C
A-4.61
13
11
A-4.61 89A-4.63
1
3
SIM.
SIM.
SIM.
SIM.
SIM. SIM.
A-4.61
12
10
SIM.
SIM.
A-4.636 5
SIM. SIM.
A-4.617 6SIM. SIM.
A-4.63
2
4
SIM.
SIM.
R06B
S06B
C210A
F03CF03CF03CF03C
BL02
A-4.62 1513
D213B
C215B
C212BC202B
C205A
C209B C211B
A-6.06
12 A-6.06
12
A-6.06
12A-5.20
6
G2A G2B
G2B
G2B
A-5.60
1
MAKER SPACE
C235
A-4.14
24
G2A
A-4.13
9
A-4.13
7
A-0.03
3S03B-2
A-0.03
3
A-5.18
37' - 5 7/8"CORRIDOR
C239
CORRIDOR
C241
CORRIDOR
C240
CORRIDOR
C243GENERAL CR
C201
A-4.13
8
26' - 0"MB-04
MB-01
MB-03
MB-01
TB-01
MB-01
MB-03
MB-01
TB-01
MB-04
MB-01
MB-03
MB-01
MB-04
MB-01
MB-03
MB-01
MB-04
MB-01
MB-03
MB-01
TB-01
MB-01
MB-03
MB-01
TB-01
MB-04
TB-01
MB-01
MB-03
MB-01
TB-01
MB-01
MB-03
MB-01
MB-01
MB-03
MB-01
MB-01
MB-03
MB-01
TB-01
TB-01
MB-01
MB-03
MB-01
MB-04
MB-01
MB-03
MB-01
MB-04
MB-01
MB-03
MB-01
TB-01
MB-01
MB-03
MB-01
TB-01
MB-04
MB-01
MB-03
MB-01
TB-01
MB-01
MB-03
MB-01
TB-01
MB-04
TB-04MB-01 MB-01
MB-01
MB-03
MB-01
MB-02
MB-03
MB-03
MB-01
MB-01
MB-01
MB-02
MB-04
MB-02
MB-04
MB-01
A-4.556
MB-01
MB-03
MB-01
MB-04
TB-01
MB-01
MB-03
MB-01
TB-01
MB-02
TB-02
F03D5' - 0"30' - 1 3/4"30' - 1 3/4"A-4.54
6
9
A-4.54
6
9 A-4.553
A-4.55
4
SIM.
SIM.
SIM.
SIM.
A-4.56
12SIM.
SIM.
SIM.
A-4.54
6
4
7 5 SIM.
SIM.
A-4.54
6
4
75
SIM./OPP.
SIM./OPP.
SIM./OPP.
SIM./OPP.
A-4.54
6
9
SIM.
SIM.
SIM.
SIM.
A-4.54
6
4
7
SIM.
SIM./OPP.
SIM./OPP.
A-4.56
18SIM.
30' - 2"
MB-02MB-02
MB-02
MB-02
G3G3
G3 G3 G3 G3 G3 G3 G3 G3
G2A
G3G3G2BG2BG2BG2B
G3 G3
G3 G3
G3 G3
BL01A
BL02A
BL01A
BL01A BL01A
BL01ABL01ABL01ABL01A
A-4.56
4
C229BC229A
SIM.
57
SIM./OPP.SIM./OPP.
A-4.54
6
4
75
SIM./OPP.
SIM./OPP.
SIM./OPP.
SIM./OPP.SIM.
SIM.
A-4.54
6
4
7 5 SIM.
SIM.
A-4.54
6
4
75
SIM./OPP.
SIM./OPP.
SIM./OPP.
SIM./OPP.SIM.
SIM.
A-4.54
6
4
7 5 SIM.
SIM.
57
SIM./OPP. SIM./OPP.
5 7
SIM. SIM.
1
A-3.01
1
A-3.01
C200A C200B
D200B
D200A
A-4.57
1
D201B
A-4.56
3
C210AA
A-4.56 17
5 SIM.
A-4.55
9
A-4.55
7 SIM.
SIM.
A-4.55
7
A-4.55
9
SIM.7' - 6 3/8"D200BA
D200AA
C200CA C200DA
C200BAC200AB 1' - 1 1/8"30' - 8 3/4"12' - 8"10' - 0"30' - 8 3/4"2' - 6"86' - 3 3/4"1' - 4 7/8"32' - 11 3/8"12' - 7 5/8"40' - 8 3/4"33' - 9 1/4"R.O.5' - 1 3/8"1' - 10 1/8"1' - 6 1/8"11' - 1 1/2" R.O.4' - 10 7/8"271' - 7 3/4"
61' - 6 7/8"121' - 1 5/8"14' - 5 1/2"60' - 11"
3' - 8"
R.O.
4' - 1 3/8"14' - 4 5/8"
R.O.
5' - 1 3/8"
1' - 5 7/8"
6' - 1 3/8" R.O.
1' - 3 3/8"
R.O.
5' - 1 3/8"13' - 0 5/8"
R.O.
5' - 1 3/8"
2' - 1 5/8"
13' - 6 3/4"
1' - 11 3/8"
R.O.
4' - 1 3/8"14' - 4 5/8"
R.O.
5' - 1 3/8"
1' - 4 7/8"
R.O.
6' - 1 3/8"
1' - 4 3/8"
R.O.
5' - 1 3/8"14' - 4 5/8"
R.O.
4' - 1 3/8"5' - 2 5/8"
M.O.
4' - 1 3/8"14' - 2 7/8"
R.O.
5' - 1 3/8"
1' - 6 5/8"
R.O.
6' - 1 3/8"
2' - 0 3/8"
R.O.
5' - 1 3/8"13' - 4 5/8"
R.O.
4' - 1 3/8"
2' - 0 3/4"
3' - 8"
R.O.
4' - 1 3/8"13' - 10 5/8"
R.O.
5' - 1 3/8"
1' - 11 3/4"
6' - 1 3/8" M.O.
1' - 9 1/2"
R.O.
5' - 1 3/8"13' - 10 5/8"
R.O.
4' - 1 3/8"
1' - 1 5/8"
2' - 6 1/8"
3' - 5 7/8"1' - 1 1/8"30' - 8 3/4"9' - 11 3/4"12' - 8 1/4"30' - 8 3/4"2' - 6"86' - 3 3/4"1' - 4 7/8"40' - 8 1/2"12' - 7 7/8"32' - 11 3/8"33' - 1 3/4"5' - 1 3/8" M.O.2' - 5 3/8"1' - 6 3/8"11' - 1 1/2" M.O.1' - 1 1/8"
4' - 10 7/8"3' - 8"
R.O.
4' - 1 3/8"13' - 10 5/8"
R.O.
5' - 1 3/8"
1' - 11 7/8"
6' - 1 3/8" R.O.
1' - 9 1/2"
R.O.
5' - 1 3/8"13' - 10 5/8"
R.O.
4' - 1 3/8"
2' - 2 3/8"
3' - 6 1/2"
2' - 5 1/2"
29' - 0"
33' - 0"
2' - 0"
2' - 0"
62' - 8 1/8"
3' - 8"
R.O.
4' - 1 3/8"13' - 10 5/8"
R.O.
5' - 1 3/8"
1' - 11 7/8"
6' - 1 3/8" R.O.
1' - 9 1/2"
R.O.
5' - 1 3/8"14' - 2 5/8"
R.O.
4' - 1 3/8"
2' - 6 3/4"10' - 6 1/4"45' - 7 1/4"2' - 11 1/2"39' - 2" M.O.44' - 1 7/8"19' - 6"10' - 8 1/2"
EWA-2
1' - 5 5/8"
R.O.
4' - 1 3/8"18' - 10 5/8"
R.O.
4' - 1 3/8"4' - 10 5/8"
R.O.
4' - 1 3/8"5' - 10 5/8"
R.O.
4' - 1 3/8"5' - 10 5/8"
R.O.
4' - 1 3/8"9' - 10 5/8"
R.O.
4' - 1 3/8"9' - 10 5/8"
R.O.
4' - 1 3/8"4' - 3 5/8"
7' - 11 3/4"2' - 0"
9' - 11 3/4"
89' - 10 3/4"4' - 5 3/8"51' - 4 1/8"4' - 4 7/8"60' - 1 7/8"30' - 0"2' - 0"
2' - 0"
34' - 0"
16' - 9 1/4"2' - 0"9' - 6"F03DF03D2' - 4 1/2"30' - 1 3/4"30' - 2"11' - 6"30' - 2"30' - 2"30' - 2"30' - 2"11' - 6"14' - 10"14' - 10"30' - 1 3/4"
16' - 9 1/4"
2' - 0"9' - 5 3/4"2' - 4 1/4"S06B
30' - 1 3/4"30' - 1 3/4"30' - 5"
10_5113.01
C18
C19
A-2.13
2
A-2.13
6
C28
C26
C24
C21
D12
D20
TB-01
MB-01
MB-03
MB-01
TB-01
TB-01
MB-01
MB-03
MB-01
TB-01
C221A
C222A
1' - 2"
4' - 7"4' - 7"
1' - 2"
A-5.18
2
1' - 2"
4' - 7"4' - 7"
1' - 2"
1' - 2"
4' - 7"4' - 7"
1' - 2"
1' - 2"
4' - 7"4' - 7"
1' - 2"
11' - 6"
1' - 2"
4' - 7"4' - 7"
1' - 2"
1' - 2"
4' - 7"4' - 7"
1' - 2"4' - 4"4
A-3.28
D9
A-4.625 7A-4.62
6
A-4.62
8
A-4.62
14
A-4.62
16
05_1200.0105_1200.01
05_1200.0105_1200.01
05_1200.0105_1200.01 4' - 4"15
A-5.06
TYPE 1 TYPE 1ATYPE 1
TYP OF (7)
TYPE 1ATYPE 1
TYP OF (7)
TYPE 1
TYPE 1ATYPE 1TYPE 1
TYP OF (4)
F03C F03C
TYPE 1TYPE 1
TYP OF (20)
F03D TYPE 1TYPE 1 TYPE 1A
TYP OF (22)
TYPE 1TYPE 1
TYP OF (22)
TYPE 1A
TYPE 1
TYPE 1A
TYPE 1
TYP OF (4)
TYPE 1TYPE 1
TYPE 1A
TYP OF (30)
TYPE 1 TYPE 1A
TYP OF (20)
TYPE 1
12' - 0 1/4"3' - 0"26
A-5.55
8
A-5.55
5
5/8"3' - 10"7' - 9 3/4"6' - 7 1/8"3' - 9"ALIGNALIGNALIGNALIGN7' - 10"5' - 2 7/8"9' - 3 5/8"
7' - 6 1/4"9' - 6 1/2"3' - 10"7 3/8"8' - 7 1/8"2' - 1"7' - 10 3/4"6' - 8 1/8"
3' - 11 1/8"8' - 2 3/4"4' - 8 1/8"4' - 1 1/8"5' - 9"
C235B
3
A-3.35
4
A-3.35
A-5.55
76 | A-2.207 | A-2.208 | A-2.209 | A-2.204 | A-2.205 | A-2.20
4 | A-2.2110 | A-2.20
8
F03CF03C
8
8
F03CF03C
8
8
1. REFER TO SHEET A-0.01 FOR PLAN LEGEND, ABBREVIATIONS & KEYNOTES.
2. REFER TO SHEET AF-0.01 FOR INTERIOR FINISH SCHEDULE & LEGEND.
3. REFER TO SHEET A-0.02 FOR EXTERIOR ASSEMBLIES AND SHEET A-0.03 FOR INTERIOR
ASSEMBLIES, PARTITION HEAD DETAILS.
4. REFER TO SHEET G-0.10 AND CODE SHEETS FOR ADDITIONAL RATING INFORMATION.
5. CASEWORK SHOWN IN PLAN, SEE CASEWORK SHEETS FOR ELEVATIONS AND DETAILS.
6. REFER TO SHEET AF-0.03, TYPICAL MOUNTING HEIGHTS FOR EQUIPMENT LEGEND, FOR
TYPICAL ELECTRICAL AT TEACHING WALLS.
7. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
8. OWNER SUPPLIED SOAP AND PAPER TOWEL DISPENSERS AT ALL SINKS. CONTRACTOR TO
INSTALL AND TO PROVIDE REQUIRED BLOCKING.
9. REFER TO SHEET A-0.01 FOR TYPICAL EQUIPMENT MOUNTING HEIGHT.
10. REFER TO SHEET A-5.80 FOR TYPICAL LOCKER TYPES, ADA REQUIREMENTS AND NOTES.
PLAN GENERAL NOTES
11. REFER TO SHEET A-0.02 FOR ROOF TYPES.
12. ALL DIMENSIONS SHOWN ARE TO THE FACE OF THE MASONRY, FACE OF STUDS AND CENTER
OF COLUMN LINES, UNLESS OTHERWISE NOTED. PARTITIONS LOCATED ON GRID LINES TO BE
CENTERED ON GRID LINE.
13. ALL DIMENSIONS THAT CALL-OUT CLEAR OR CLR. ARE FACE OF GWB OR MASONRY.
14. SEE INTERIOR ELEVATIONS AND ROOM FINISH SCHEDULE FOR PAINTED ACCENT WALLS.
15. REFER TO DOOR SCHEDULE FOR DOOR DETAILS AND THRESHOLD DETAILS.
16. REFER TO FINISH SCHEDULE AND LEGEND FOR FLOOR TYPES AND DOOR SCHEDULE FOR
FLOOR TRANSITIONS.
17. REFER TO SHEET AF-1.20 FOR PORCELAIN TILE WAINSCOT DETAIL.
18. FOR WALL MOUNTED PROJECTOR LOCATIONS REFER TO INT ELEVATIONS.
19. SEE A-5.80 FOR MARKERBOARD, TACKBOARD AND ACOUSTIC PANEL SCHEDULES.
1t
1i
101 DOOR No.
WINDOW TYPE
WALL TYPE
SPOT ELEVATION
MARKERS
SF16 STOREFRONT /
CURTAIN WALL TAG
?
KEYNOTE TAG
BL1 BORROWED LITE
TAG
FLOOR PLAN LEGEND
OVERHEAD
ELEMENT
TA-XX EQUIPMENT TAG
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
3/1/2021 9:54:30 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-1.12C
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
SECOND FLOOR PLAN -
PART C
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
1 SECOND FLOOR PLAN - PART C
8 3/1/21 ADDENDUM 8
DW
REF.REF.DW
AA
BB
CC
D.1D.1
B.5
B.4
D1
D1
D2
D2 D3
D4
D5
D6 D8
D10
D11
D14
D15
D16
D17
D18
D19 D21
D22
D23
D24
D25
D25
DD
SPED STAR II
D218 GENERAL CR
D220
AP1
D234
CUST STOR
D231
GENERAL CR
D214
GENERAL CR
D212
GENERAL CR
D210SPED SAILS
D208
SPED RESOURCE
D206
GENERAL CR
D204
SPEECH
D215 STOR
D219
SPED RESOURCE
D216
TOILET
D229
GENERAL CR
D211 GENERAL CR
D213
FLEXIBLE LEARNING
D200D
FLEXIBLE LEARNING
D200A
STAIR D2-2
ST-D2
SPED TOILET
D217
CORRIDOR
D200
MAKER SPACE
C225
CORRIDOR
C224
STAIR D1
ST-D1-2
SM GRP / EL RESOURCE
D205
PREP
D207A
SPED BEH
D203GENERAL CR
D201
SCIENCE CR
D207
SCIENCE CR
D209
PREP
D209A
CORRIDOR
C234
TOILET
D230
MATCHLINE - PART C
MATCHLINE - PART D
MATCHLINE - PART C
MATCHLINE - PART D
IDF
D223
D231A
D201A D203A
D222A
D221A
C225A
D209AA
D217A D219A
TOILET
D228
A-4.14
24 SIM.
D206A D208A D214A D216A D218A D220A
D209A D211A D213A
D225A
D210A D212A
D234A
D202A D204A
D226A
D227A
D233A
D232A
D223A
D228A
A-3.43
9
SIM.
A-3.43
3B SIM.
A-2.14
1
A-2.14
4
A-2.14
3
A-2.14
2
GENERAL CR
D202
SPED TOILET
D233
TOILET
D238
SOC WORK
D224
ELECTRICAL
D225
SOC WRK STOR
D226
EMERG ELEC
D227
SPED TOILET
D222
TOILET
D221
10_2239.02
D215A
W1
W1
FLEXIBLE LEARNING
D200B
FLEXIBLE LEARNING
D200C
F03D
S06B
S06B
F03CS06B
S06B
S06B
S06B
S06B
S06B
F03D
F03D
S06B
S06B
S06B
S06B
F03D F03D
S06B S06B
F03D
S06B
S06B
S06B
S06B
S06B
S06B
S06B
F03D
F03DF03D
F03D
F03D
S03B
S03B
S03B
S03B S03B
S03B
S03B-2
S03B
S03B-2
S06BS06B
F03DF03D
S06B
S06B
S06B
F03D
F03D F03D
S03B
S06B
F03B
S03A
S03A
F03D
F03D
F03B
S06B
S06B
S03B
S06B
S06B
F03B
S03A
F03C
F03C
F03C
S03E
JJii C115 C116
S03B-2
G2B G2BG2AG2BG2AG2AG2B
G2B G2A G2A G2B W07 W07 G2B G2A G2A G2B G2B G2A G2A G2B W07 W07 G2B G2A G2A G2B
G2BG2AG2A
F03C F03C F03C
S03B-2
F03DF03D
S06B
S06B
F03D
BL02
22_0000.01
D208B D212B
D213B
D207AA
D207A D205A
D204B
A-6.06
12
A-6.06
12
A-6.06
12
A-6.06
12
A-6.06
12
A-6.06
12
G2A G2B G2B G2B
STOR
D237 D237A
A-5.60
1
TYP
READING STOR
D232
D238A
MAKER SPACE
C235
1
A-3.01
1
A-3.01
1
A-3.13
1
A-3.13
39' - 6 1/2"20' - 0"40' - 4"
8' - 0"11' - 4 1/4"F03DF03DF03DF03DF03D
F03D
A-4.13
17
A-4.13
15
6' - 2 7/8"6' - 2 7/8"6' - 1 7/8"7' - 5 7/8"A-4.13
14
A-4.13
16
A-0.03
3
A-0.03
3
F03B
F03B
F03B
S03E
CORRIDOR
D235
MB-01
A-4.5418
A-5.58
1 SIM.
MB-01
MB-03
MB-01
TB-02
MB-01
MB-03
MB-01
TB-02
TB-01
MB-03
TB-01MB-01
MB-03
MB-01
TB-01
MB-04
MB-01
MB-03
MB-01
MB-04 MB-04 MB-04
MB-01
MB-03
MB-01
MB-04
MB-01
MB-03
MB-01
TB-01
MB-04MB-04
TB-01
MB-04
TB-01
TB-03 MB-02
MB-01 TB-01
TB-01
MB-01
MB-03
MB-01
TB-01
MB-04
TB-01
MB-01
MB-03
MB-01
TB-01
MB-04
TB-01
MB-01
MB-03
MB-01
TB-01
MB-04
MB-03
MB-01
MB-03
MB-03
TB-01
MB-01
MB-03
MB-01
TB-01
MB-03
MB-01
MB-02
MB-04
MB-02 TB-02
MB-02TB-02
A-4.55 531' - 8 1/8"22' - 0"MB-02MB-02MB-02MB-02
A-4.57
10
9
SIM.
SIM.
G3 G3 G3 G3 G3 G3
G4
G3G3G3G3
G4
G3G3 G3G3
BL01A
BL01A
BL01A BL01A
BL01ABL02ABL01A
A-4.54 5
4
7
6
A-4.56
5
D224A
SIM.
SIM./OPP.
A-4.54 5
SIM.
SIM.SIM.
SIM.
A-4.54 7
4
5
9
SIM.
SIM.SIM.
SIM.
A-4.55 3
SIM.
A-4.56 14
13
SIM.
SIM.
A-4.54 5
4
7
6
SIM.
SIM.SIM.
SIM.
A-4.545
4
7
6
SIM./OPP.
SIM./OPP.
SIM./OPP.SIM./OPP.
A-4.545
9
7
6
F03DSIM.
SIM.
SIM.
SIM.
A-4.545
9
7
6
SIM.
SIM.
SIM.
SIM.
A-4.54
9
5
6
SIM./OPP.
SIM./OPP.
SIM./OPP.
A-4.547
4
5
9
SIM.
SIM.SIM.
SIM.
A-4.54
4
5
9
SIM.
SIM.
SIM.
4
A-3.01
4
A-3.01
D200BD200A
A-4.57
4
D201B
A-4.57
2
D218B
A-4.57
12
11
14
13
SIM.
SIM.
SIM.
SIM.
A-4.57
12
11
14
13
SIM.
SIM.
SIM.
SIM.
D200BAD200AA
1' - 1 1/8"30' - 8 3/4"30' - 7 1/4"12' - 1 1/2"30' - 7 1/4"30' - 8"30' - 8"30' - 7 1/4"12' - 1 1/2"30' - 7 1/4"30' - 8 3/4"6' - 0"
271' - 7 3/4"
61' - 4"14' - 3 3/4"120' - 4 1/4"75' - 7 3/4"
4' - 10 7/8"
3' - 8"
R.O.
4' - 1 3/8"13' - 10 5/8"
R.O.
5' - 1 3/8"
1' - 11 7/8"
R.O.
6' - 1 3/8"
1' - 9 1/2"
R.O.
5' - 1 3/8"13' - 10 5/8"
R.O.
4' - 1 3/8"4' - 8 1/8"
R.O.
8' - 0 3/4"
R.O.
4' - 1 3/8"13' - 10 5/8"
R.O.
5' - 1 3/8"
1' - 7 7/8"
R.O.
6' - 1 3/8"
2' - 1 1/2"
R.O.
5' - 1 3/8"13' - 10 5/8"
R.O.
4' - 1 3/8"4' - 10 5/8"
R.O.
4' - 1 3/8"13' - 10 5/8"
R.O.
5' - 1 3/8"
1' - 11 7/8"
R.O.
6' - 1 3/8"
1' - 9 1/2"
R.O.
5' - 1 3/8"13' - 10 5/8"
R.O.
4' - 1 3/8"
1' - 6 5/8"
3' - 1 1/2"
R.O.
8' - 0 3/4"3' - 1 1/2"
1' - 6 5/8"
R.O.
4' - 1 3/8"13' - 10 5/8"
R.O.
5' - 1 3/8"
1' - 9 1/2"
R.O.
6' - 1 3/8"
1' - 11 7/8"
R.O.
5' - 1 3/8"13' - 10 5/8"
R.O.
4' - 1 3/8"3' - 8"2' - 0"30' - 8 3/4"9' - 11 3/4"12' - 8 1/4"30' - 8 3/4"1' - 1 1/8"86' - 3 3/4"40' - 8 1/2"12' - 7 7/8"32' - 11 3/8"33' - 0 3/8"R.O.5' - 1 3/8"2' - 6 7/8"1' - 5 3/8"11' - 2 1/2" R.O.6' - 0"30' - 8 3/4"24' - 7 1/4"18' - 0 3/4"29' - 3"32' - 1"30' - 8"15' - 11 3/4"26' - 8 1/4"30' - 8"24' - 8 3/4"6' - 0"
1' - 1 1/8"
61' - 8 5/8"113' - 10 5/8"33' - 1 3/8"62' - 11 1/8"
4' - 10 7/8"
3' - 8"
R.O.
4' - 1 3/8"14' - 4 5/8"
R.O.
5' - 1 3/8"
1' - 5 7/8"
6' - 1 3/8" R.O.
1' - 3 1/2"
R.O.
5' - 1 3/8"14' - 4 5/8"
R.O.
4' - 1 3/8"
3' - 1 3/4"
271' - 7 3/4"
R.O.
5' - 1 3/8"10' - 4 5/8"
R.O.
6' - 1 3/8"
2' - 1 1/2"
R.O.
5' - 1 3/8"
3' - 10 5/8"
R.O.
4' - 1 3/8"4' - 10 5/8"
R.O.
4' - 1 3/8"11' - 10 5/8"
R.O.
4' - 1 3/8"9' - 10 5/8"
R.O.
4' - 1 3/8"
2' - 11 3/4"
3' - 8"
R.O.
4' - 1 3/8"13' - 10 5/8"
R.O.
5' - 1 3/8"
1' - 11 7/8"
6' - 1 3/8" R.O.
1' - 9 1/2"
M.O.
5' - 1 3/8"13' - 10 5/8"
R.O.
4' - 1 3/8"
1' - 11 1/8"2' - 0"30' - 8 3/4"12' - 8 1/4"9' - 11 3/4"30' - 8 3/4"86' - 3 3/4"40' - 8 1/2"12' - 7 7/8"32' - 11 3/8"33' - 0"R.O.5' - 1 3/8"2' - 7 1/4"1' - 6 3/8"R.O.11' - 1 1/2"1' - 1 1/8"10 7/8"5' - 0"5' - 0"1' - 11 7/8"R.O.2' - 0 3/8"5' - 0"R.O.2' - 0 3/8"1' - 11 7/8"M.O.2' - 0 3/8"M.O.2' - 0 3/8"4' - 4 7/8"C30
C29
A-2.13
6
D12 D20
MB-01
MB-03
MB-01
MB-01
MB-03
MB-01
MB-01
MB-03
MB-01
MB-01
MB-03
MB-01
MB-01
MB-03
MB-01
MB-01
MB-03
MB-01
MB-01
MB-03
MB-01
MB-01
MB-03
MB-01
MB-01
MB-03
MB-01
MB-01
MB-03
MB-01
D230A
D229A
1' - 2"
4' - 7"4' - 7"
1' - 2"1' - 2"
4' - 7"4' - 7"
1' - 2"4' - 4"A-5.19
6
1
A-3.35
2
A-3.35
4
A-3.28
A-5.56
2A-5.56
4 A-5.56
5
D9 7 1/4"A-4.56
24
A-5.20
10
15
A-5.06
TYPE 1A
TYPE 1TYPE 1
TYP OF (21)
TYPE 1TYPE 1
TYP OF (4)
TYPE 1TYPE 1A TYPE 1
TYP OF (41)
TYPE 1A TYPE 1A TYPE 1TYPE 1 TYPE 1A
TYP OF (18)
C235B ALIGNALIGNALIGNALIGN3' - 4 3/8"9' - 2 7/8"5' - 2"3' - 4 3/8"3"2' - 1"7' - 10 3/8"6' - 7 3/4"3' - 3 3/4"7' - 4 3/4"11' - 4 3/4"7' - 6"20' - 4 1/8"1 3/4"
6' - 7 7/8"5' - 10 1/2"9' - 8 1/2"6' - 7 3/4"5/8"4' - 1 1/8"4' - 8 7/8"8' - 5 3/4"4' - 6 1/4"
A-5.56
2
2 | A-2.20
1 | A-2.203 | A-2.204 | A-2.205 | A-2.20
MB-04
TB-01
MB-03
TB-01 MB-01
MB-01
MB-01
4' - 0"2' - 0"4' - 0"2' - 0"4' - 0"7' - 0"8
1. REFER TO SHEET A-0.01 FOR PLAN LEGEND, ABBREVIATIONS & KEYNOTES.
2. REFER TO SHEET AF-0.01 FOR INTERIOR FINISH SCHEDULE & LEGEND.
3. REFER TO SHEET A-0.02 FOR EXTERIOR ASSEMBLIES AND SHEET A-0.03 FOR INTERIOR
ASSEMBLIES, PARTITION HEAD DETAILS.
4. REFER TO SHEET G-0.10 AND CODE SHEETS FOR ADDITIONAL RATING INFORMATION.
5. CASEWORK SHOWN IN PLAN, SEE CASEWORK SHEETS FOR ELEVATIONS AND DETAILS.
6. REFER TO SHEET AF-0.03, TYPICAL MOUNTING HEIGHTS FOR EQUIPMENT LEGEND, FOR
TYPICAL ELECTRICAL AT TEACHING WALLS.
7. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
8. OWNER SUPPLIED SOAP AND PAPER TOWEL DISPENSERS AT ALL SINKS. CONTRACTOR TO
INSTALL AND TO PROVIDE REQUIRED BLOCKING.
9. REFER TO SHEET A-0.01 FOR TYPICAL EQUIPMENT MOUNTING HEIGHT.
10. REFER TO SHEET A-5.80 FOR TYPICAL LOCKER TYPES, ADA REQUIREMENTS AND NOTES.
PLAN GENERAL NOTES
11. REFER TO SHEET A-0.02 FOR ROOF TYPES.
12. ALL DIMENSIONS SHOWN ARE TO THE FACE OF THE MASONRY, FACE OF STUDS AND CENTER
OF COLUMN LINES, UNLESS OTHERWISE NOTED. PARTITIONS LOCATED ON GRID LINES TO BE
CENTERED ON GRID LINE.
13. ALL DIMENSIONS THAT CALL-OUT CLEAR OR CLR. ARE FACE OF GWB OR MASONRY.
14. SEE INTERIOR ELEVATIONS AND ROOM FINISH SCHEDULE FOR PAINTED ACCENT WALLS.
15. REFER TO DOOR SCHEDULE FOR DOOR DETAILS AND THRESHOLD DETAILS.
16. REFER TO FINISH SCHEDULE AND LEGEND FOR FLOOR TYPES AND DOOR SCHEDULE FOR
FLOOR TRANSITIONS.
17. REFER TO SHEET AF-1.20 FOR PORCELAIN TILE WAINSCOT DETAIL.
18. FOR WALL MOUNTED PROJECTOR LOCATIONS REFER TO INT ELEVATIONS.
19. SEE A-5.80 FOR MARKERBOARD, TACKBOARD AND ACOUSTIC PANEL SCHEDULES.
1t
1i
101 DOOR No.
WINDOW TYPE
WALL TYPE
SPOT ELEVATION
MARKERS
SF16 STOREFRONT /
CURTAIN WALL TAG
?
KEYNOTE TAG
BL1 BORROWED LITE
TAG
FLOOR PLAN LEGEND
OVERHEAD
ELEMENT
TA-XX EQUIPMENT TAG
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
3/1/2021 9:54:52 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-1.12D
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
SECOND FLOOR PLAN -
PART D
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
1 SECOND FLOOR PLAN - PART D
2 2/12/21 ADDENDUM 2
8 3/1/21 ADDENDUM 8
K
L.9
UV
V
W
W
R
B1
B4
B14
B17
A2
A5
A9
A10
A15
A17
MATCHLINE -PART A
MATCHLINE -PART B
M A TC H L IN E -P A R T A
M A TC H L IN E -P A R T B
1
A-3.11
1
A-3.11
V.5
V.5
A3
A8
A11
A12
A14
T SS.2
M.9
N.4
N.9P
B2
B3
L K.8
B15
B16
B9
B6
RA-1
RA-2
RA-1
07_5419.05
22_0000.15
22_0000.15
07_5419.05
22_0000.15
22_0000.15
22_0000.15
22_0000.15
07_5419.05
23_0000.08
23_0000.08
23_0000.08
23_0000.08
23_0000.13
23_0000.08
23_0000.08
23_0000.08
L.5
A4
A1
A6
A7
22_0000.15 22' - 4 3/4"RA-1
RA-1
V.9
V.9
S.8
T.2
U.1
S.5
S.1
B12
B11
B10
B8
B13
B5
B7
ST-B1D
07_7200.06
07_7200.06
07_7200.06
05_5000.21
05_5000.21
07_7200.02
07_7200.02
05_5000.21
23_0000.01
07_7200.06
07_5419.11
07_5419.11
RA-3
RA-2
RA-2 RA-1
19A
A-5.31
8
A-5.31
SIMILAR
14
A-5.01
Sim
6
A-5.31
3
A-5.01
Sim
9
A-5.31
TYP
21
A-5.31 21
A-5.31 12
A-5.31
1
A-5.31
TYP
TYP
8
A-5.31
SIMILAR
21
A-5.31
TYP
9
A-5.31
11
A-5.31
11
A-5.31
TYP
19A
A-5.31 12
A-5.31
10
A-5.31
12
A-5.3111
A-5.31
RA-2
R A -3
RA-2 21
A-5.31
17
A-5.31
23_0000.08
23_0000.08
6
A-5.31
15
A-5.31
15
A-5.31
6
A-5.31
9
A-5.31
TYP
5
A-5.02
Sim
11
A-5.02
Sim
7
A-5.02
Sim
6
A-5.31 R A -3
21
A-5.31
1
A-5.31
TYP
1
A-5.31
TYP
TYP
5
A-5.01
Sim
2
A-5.31
TYP
2
A-5.31
TYP
1
A-5.31
TYP
1
A-5.31
TYP
TYP?
?
03_3000.06 23_0516
03_3000.06
03_3000.06
07_7200.0107_7200.01
10
A-5.01
Sim
10
A-5.01
Sim
R A -3
7
A-5.01
Sim
14
A-5.01
Sim
14
A-5.01
Sim
12
A-5.31
NO GUARD RAIL REQ.10 ' - 0" 780 CMR 1015.6
NO GUARD R AIL REQ.10' - 0" 780 CMR 1015.6
NO GUARD RAIL REQ.10' - 0" 780 CMR 1015.6NO GUARD RAIL REQ.10' - 0" 780 CMR 1015.6NO GUARD RAIL REQ.
10' - 0" 780 CMR 1015.6
NO GUARD RAIL REQ.10 ' - 0" 780 CMR 1015.6NO GUARD RAIL REQ.10' - 0" 780 CMR 1015.6NO GUARD RAIL REQ.10' - 0" 780 CMR 1015.6NO GUARD RAIL REQ.
10' - 0" 780 CMR 1015.6
NO GUARD RAIL REQ.10' - 0" 780 CMR 1015.6MIN2' - 6"8"MIN2' - 6"05_5213.054' - 6"9' - 0"
9' - 4"05_5213.05
RA-1
19B
A-5.31
11
A-5.01
11
A-5.01
11
A-5.01
11
A-5.01
1
A-5.31
1
A-5.31
26_0000.05 3
26_0000.05
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
ROOF SLOPE DIRECTION
VTR VENT THRU ROOF
ROOF LEGEND
FUTURE SOLAR PANEL LOCATION
TAPERED INSULATION
ACCESS LADDER
RA-1 ROOF TYPE TAG
(REFER TO SUMMARY FOR TYPES)
WALKWAY PADS
(REFER TO DETAILS)
ROOF DRAIN
(SEE DETAILS & PLUMBING DWGS)
ROOF SMOKE VENT
1. REFER TO SHEET A-1.01 FOR GENERAL NOTES, SYMBOLS AND
ABBREVIATIONS.
2. REFER TO SHEET A-0.02 FOR ROOF TYPES.
3. SEE STRUCTURAL DRAWINGS FOR ROOF STRUCTURAL STEEL
SLOPING, AND FOR FULL EXTENT OF STRUCTURAL DECKING.
4. REFER TO STRUCTURAL DRAWINGS FOR FULL EXTENT OF
ACOUSTIC DECK & CONCRETE EQUIPMENT PADS.
5. PROVIDE LIGHTNING PROTECTION SYSTEM AS SPECIFIED AT
BUILDING AREAS A, B, C AND D. REFER TO LIGHTNING PROTECTION
SPECIFICATIONS.
6. ALL WOOD BLOCKING OR PLYWOOD SHEATHING IS TO BE
SELECTED SO AS TO MAINTAIN PERFORMANCE AND WARRANTY OF
ROOFING SYSTEMS AS SPECIFIED.
7. INSULATION TO BE AT NOMINAL 10" THICKNESS (MIN. AVERAGE),
WITH 6" MINIMUM THICKNESS AT ROOF DRAINS.
8. THE CONTRACTOR MUST COORDINATE ALL ROOF PENETRATIONS
WITH MECHANICAL, ELECTRICAL AND PLUMBING CONTRACTORS, AS
WELL AS WITH MECHANICAL, ELECTRICAL AND PLUMBING
DRAWINGS. COORDINATE WORK TO ENSURE 12” MINIMUM CLEAR
BETWEEN PIPE OR CONDUIT PENETRATIONS TO ALLOW FOR
PROPER FLASHING. IF 12” MINIMUM IS NOT PROVIDED, THEN
PROVIDE CLUSTERED PENETRATION FLASHINGS PER NRCA DETAILS
TP-16 OR TP-17. PITCH POCKETS SHALL NOT BE USED.
9. REFER TO HVAC DRAWINGS FOR MECHANICAL EQUIPMENT AND
ROOF TOP UNITS.
10. MECHANICAL EQUIPMENT CURBS ARE PROVIDED AND
INSTALLED BY MECHANICAL CONTRACTORS.
11. NO EQUIPMENT REQUIRING MAINTENANCE SHALL BE LOCATED
WITHIN 12' - 0" OF ANY ROOF EDGE, U.N.O.
ROOF GENERAL NOTES
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/8" = 1'-0"2/19/2021 10:46:38 AMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-1.13A
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
ROOF PLAN - PART A
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
1 ROOF PLAN - PART A
2 2/12/21 ADDENDUM 2
3 2/18/21 ADDENDUM 3
H.1
K
N
C5
C7
C9
C11
B20
B24
B24
B17
B22
A17
M.5
B18
H
C13
C15
C17
C19
C21
J J
MATCHLINE - PART AMATCHLINE - PART BMATCHLI
NE
-PART AMATCHLI
NE -PART BMATCHLINE -PART B
MATCHLINE -PART C
B21
B25
B28
B28
B29
B29
M
N.4
N.7
N.9
A22
L L
K.8 K.8
H.8
H.8
H.5 H.5
B19
B15 B16
RA-2
RA-4
RA-3
RA-1
RA-2
RA-2
23_0000.08
07_5419.05
22_0000.15
23_0000.0807_5419.05
07_5419.05
22_0000.15
22_0000.15
22_0000.15
22_0000.15
23_0000.08
23_0000.08
22_0000.15
22_0000.15
22_0000.15
22_0000.15
22_0000.15
22_0000.15
22_0000.15
22_0000.15
23_0000.08
J.7
B33
B33
S.5
S.1
M.3
L.6
B30
B30
B12
B11 B13
K.1
J.3
N.5
A26
A30
N.6
ST-B1D
RA-1
P.1
05_5000.21
05_5000.21
07_5419.11
RA-5
12
A-5.31
8
A-5.31
8
A-5.31
07_5419.11
07_5419.11
1
A-5.3121
A-5.31
TYP
23_0000.08
TYP
TYP
TYP
12
A-5.31
RA-3
9
A-5.31
TYP
6
A-5.31
13
A-5.3112
A-5.31
TYP
20
A-5.31
16
A-5.31
18
A-5.31
15
A-5.02
Sim
15
A-5.02
Sim
10
A-5.03
Sim17
A-5.03
Sim
2
A-5.03
Sim
10
A-5.04
Sim
16
A-5.04
Sim
4
A-5.04
Sim
ROOF EXPANSION JOINT
3
A-5.04
Sim
19B
A-5.31
11
A-5.31
6
A-5.31
TYP
3
A-5.03
Sim
RA-1
RA-2
9
A-5.31
15
A-5.31
15
A-5.31
16
A-5.04
Sim
07_5419.11
07_5419.11
15
A-5.31
7
A-5.06
Sim
19A
A-5.31
21
A-5.31
TYP
TYP
TYP
3
A-5.05
Sim
3
A-5.06
Sim
11
A-5.05
Sim
3
A-5.05
Sim
07_5419.11
3
A-5.06
Sim
3
A-5.06
Sim
1
A-5.31
12
A-5.31
5
A-5.31
5
A-5.31
5
A-5.31
TYP
BOILER
FLUES (X6)
07_5419.11
7
A-5.04
6
A-5.04
Sim
2
A-5.04
Sim
12
A-5.31
13
A-5.04
Sim
20
A-5.31
16
A-5.31
RA-5 RA-5
RA-2
RA-1 RA-1
RA-2
RA-2
RA-1
19B
A-5.31
?
?
12
A-5.05
Sim
12
A-5.05
Sim
23_0000.09
03_3000.06
03_3000.06
07_6200.04
07_6200.04
07_6200.04
07_6200.04
07_6200.04
07_5419.11
1
A-5.04
Sim
3
A-5.04
Sim
7
A-5.01
Sim
12
A-5.31
NO GUARD RAIL REQ.10' - 0" 780 CMR 1015.6NO GUARD RAIL REQ.
10' - 0" 780 CMR 1015.6NO GUARD RAIL REQ.10' - 0" 780 CMR 1015.6NO GUARD RAIL REQ.
10' - 0" 780 CMR 1015.6
OSHA 1910.28(B)(13)
9' - 10"OSHA 1910.28(B)(13)3' - 0"05_5213.05
NO GUARD RAIL REQ.
10' - 0" 780 CMR 1015.6
NO GUARD RAIL REQ.
10' - 0" 780 CMR 1015.6NO GUARD RAIL REQ.10' - 0" 780 CMR 1015.6NO GUARD RAIL REQ.10' - 0" 780 CMR 1015.62' - 10"05_5213.05
8"8"
8"8"
05_5213.05
40' - 0 1/2"6"05_5213.05
NO GUARD RAIL REQ.10' - 0" 780 CMR 1015.66"1' - 6"MIN
2' - 6"8"
MIN2' - 6"
8"
8"8"MIN
2' - 6"
MIN
2' - 6"8"8"8"
MIN
2' - 6"
11
A-5.01
11
A-5.01
11
A-5.01
11
A-5.01
1
A-5.31
26_0000.05
26_0000.05
8
8
A-5.21
5
8
ROOF SLOPE DIRECTION
VTR VENT THRU ROOF
ROOF LEGEND
FUTURE SOLAR PANEL LOCATION
TAPERED INSULATION
ACCESS LADDER
RA-1 ROOF TYPE TAG
(REFER TO SUMMARY FOR TYPES)
WALKWAY PADS
(REFER TO DETAILS)
ROOF DRAIN
(SEE DETAILS & PLUMBING DWGS)
ROOF SMOKE VENT
1. REFER TO SHEET A-1.01 FOR GENERAL NOTES, SYMBOLS AND
ABBREVIATIONS.
2. REFER TO SHEET A-0.02 FOR ROOF TYPES.
3. SEE STRUCTURAL DRAWINGS FOR ROOF STRUCTURAL STEEL
SLOPING, AND FOR FULL EXTENT OF STRUCTURAL DECKING.
4. REFER TO STRUCTURAL DRAWINGS FOR FULL EXTENT OF
ACOUSTIC DECK & CONCRETE EQUIPMENT PADS.
5. PROVIDE LIGHTNING PROTECTION SYSTEM AS SPECIFIED AT
BUILDING AREAS A, B, C AND D. REFER TO LIGHTNING PROTECTION
SPECIFICATIONS.
6. ALL WOOD BLOCKING OR PLYWOOD SHEATHING IS TO BE
SELECTED SO AS TO MAINTAIN PERFORMANCE AND WARRANTY OF
ROOFING SYSTEMS AS SPECIFIED.
7. INSULATION TO BE AT NOMINAL 10" THICKNESS (MIN. AVERAGE),
WITH 6" MINIMUM THICKNESS AT ROOF DRAINS.
8. THE CONTRACTOR MUST COORDINATE ALL ROOF PENETRATIONS
WITH MECHANICAL, ELECTRICAL AND PLUMBING CONTRACTORS, AS
WELL AS WITH MECHANICAL, ELECTRICAL AND PLUMBING
DRAWINGS. COORDINATE WORK TO ENSURE 12” MINIMUM CLEAR
BETWEEN PIPE OR CONDUIT PENETRATIONS TO ALLOW FOR
PROPER FLASHING. IF 12” MINIMUM IS NOT PROVIDED, THEN
PROVIDE CLUSTERED PENETRATION FLASHINGS PER NRCA DETAILS
TP-16 OR TP-17. PITCH POCKETS SHALL NOT BE USED.
9. REFER TO HVAC DRAWINGS FOR MECHANICAL EQUIPMENT AND
ROOF TOP UNITS.
10. MECHANICAL EQUIPMENT CURBS ARE PROVIDED AND
INSTALLED BY MECHANICAL CONTRACTORS.
11. NO EQUIPMENT REQUIRING MAINTENANCE SHALL BE LOCATED
WITHIN 12' - 0" OF ANY ROOF EDGE, U.N.O.
ROOF GENERAL NOTES
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/8" = 1'-0"3/1/2021 9:55:13 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-1.13B
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
ROOF PLAN - PART B
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
1 ROOF PLAN - PART B
2 2/12/21 ADDENDUM 2
3 2/18/21 ADDENDUM 3
8 3/1/21 ADDENDUM 8
D.1
D.1
E E
F F
G G
H.1 H.1
F.4
D1
D3
D5
D10
D14
C1
C1
C2
C3
C4
C5
C6
C7
C8
C9
C9 C11
D16
D18
D22
D24
D
D
H H
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C22
MATCHLINE -PART C
MATCHLINE -PART D
MATCHLINE -PART C
MATCHLINE -PART D
MATCHLINE - PART B
MATCHLINE - PART C
MATCHLINE - PART B
MATCHLINE - PART C
RA-2
RA-1
RA-1
F.5
D.7
D.7
D.3
D.3
D.5
D.5
JJ
ii
C115
C115
C116
07_5419.05
22_0000.15
23_0000.08
23_0000.08
23_0000.08
23_0000.08
23_0000.08
23_0000.08
23_0000.08
22_0000.15
23_0000.13
23_0000.13
23_0000.13
22_0000.15
22_0000.15
RA-3
D12
D20
D9
07_7200.06
07_7200.06
07_7200.06
07_7200.06
RA-1 RA-1RA-1
RA-1 RA-1RA-1
12
A-5.05
Sim
12
A-5.05
Sim
12
A-5.31
9
A-5.31
21
A-5.31
12
A-5.31
1
A-5.31
21
A-5.31
9
A-5.31
07_5419.1107_5419.11
RA-2
20
A-5.31
16
A-5.31
18
A-5.31
6
A-5.31
6
A-5.31
7
A-5.06
Sim
7
A-5.06
Sim
4
A-5.06
Sim
4
A-5.06
Sim
7
A-5.06
Sim
7
A-5.06
Sim
11
A-5.31
11
A-5.31
(TYP) INDICATES LIMIT
OF CONCRETE
ACOUSTICAL FILL -- SEE
STRUCTURAL DWGS.
9
A-5.31
3
A-5.05
Sim 3
A-5.05
Sim
3
A-5.05
Sim
3
A-5.05
Sim
11
A-5.31
03_3000.06
23_0000.09
22_0000.16
TYP
TYP
07_7129.01 07_7129.01
07_5419.05
RA-2
RA-1
VTR
2
A-5.31
TYP
TYP
VTR
2
A-5.31
TYP
12
A-5.05
Sim
12
A-5.05
Sim
05_5213.056"1' - 6"6"MIN
2' - 6"8"MIN
2' - 6"
8"NO GUARD RAIL REQ.10' - 0" 780 CMR 1015.6NO GUARD RAIL REQ.10' - 0" 780 CMR 1015.6NO GUARD RAIL REQ.
10' - 0" 780 CMR 1015.6
NO GUARD RAIL REQ.
10' - 0" 780 CMR 1015.6
NO GUARD RAIL REQ.
10' - 0" 780 CMR 1015.6
05_5213.05
8"6"MIN
2' - 6"8"8"05_5213.05
6" 1' - 6"
MIN
2' - 6"8"MIN
2' - 6"
8"
05_5213.05
8"8"
11
A-5.01
21
A-5.31
326_0000.05
3
3
3
3 3 3 3 3
333333
1. REFER TO SHEET A-1.01 FOR GENERAL NOTES, SYMBOLS AND
ABBREVIATIONS.
2. REFER TO SHEET A-0.02 FOR ROOF TYPES.
3. SEE STRUCTURAL DRAWINGS FOR ROOF STRUCTURAL STEEL
SLOPING, AND FOR FULL EXTENT OF STRUCTURAL DECKING.
4. REFER TO STRUCTURAL DRAWINGS FOR FULL EXTENT OF
ACOUSTIC DECK & CONCRETE EQUIPMENT PADS.
5. PROVIDE LIGHTNING PROTECTION SYSTEM AS SPECIFIED AT
BUILDING AREAS A, B, C AND D. REFER TO LIGHTNING PROTECTION
SPECIFICATIONS.
6. ALL WOOD BLOCKING OR PLYWOOD SHEATHING IS TO BE
SELECTED SO AS TO MAINTAIN PERFORMANCE AND WARRANTY OF
ROOFING SYSTEMS AS SPECIFIED.
7. INSULATION TO BE AT NOMINAL 10" THICKNESS (MIN. AVERAGE),
WITH 6" MINIMUM THICKNESS AT ROOF DRAINS.
8. THE CONTRACTOR MUST COORDINATE ALL ROOF PENETRATIONS
WITH MECHANICAL, ELECTRICAL AND PLUMBING CONTRACTORS, AS
WELL AS WITH MECHANICAL, ELECTRICAL AND PLUMBING
DRAWINGS. COORDINATE WORK TO ENSURE 12” MINIMUM CLEAR
BETWEEN PIPE OR CONDUIT PENETRATIONS TO ALLOW FOR
PROPER FLASHING. IF 12” MINIMUM IS NOT PROVIDED, THEN
PROVIDE CLUSTERED PENETRATION FLASHINGS PER NRCA DETAILS
TP-16 OR TP-17. PITCH POCKETS SHALL NOT BE USED.
9. REFER TO HVAC DRAWINGS FOR MECHANICAL EQUIPMENT AND
ROOF TOP UNITS.
10. MECHANICAL EQUIPMENT CURBS ARE PROVIDED AND
INSTALLED BY MECHANICAL CONTRACTORS.
11. NO EQUIPMENT REQUIRING MAINTENANCE SHALL BE LOCATED
WITHIN 12' - 0" OF ANY ROOF EDGE, U.N.O.
ROOF GENERAL NOTES
ROOF SLOPE DIRECTION
VTR VENT THRU ROOF
ROOF LEGEND
FUTURE SOLAR PANEL LOCATION
TAPERED INSULATION
ACCESS LADDER
RA-1 ROOF TYPE TAG
(REFER TO SUMMARY FOR TYPES)
WALKWAY PADS
(REFER TO DETAILS)
ROOF DRAIN
(SEE DETAILS & PLUMBING DWGS)
ROOF SMOKE VENT
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/8" = 1'-0"2/19/2021 10:47:19 AMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-1.13C
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
ROOF PLAN - PART C
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
1 ROOF PLAN - PART C
2 2/12/21 ADDENDUM 2
3 2/18/21 ADDENDUM 3
AA
BB
CC
D.1D.1
B.5
B.4
D1
D1
D2
D3
D4
D5
D6 D8
D10
D11
D14
D15
D16
D17
D18
D19 D21
D22
D23
D24
D25
D25
DD
MATCHLINE - PART C
MATCHLINE - PART D
MATCHLINE - PART C
MATCHLINE - PART D
RA-1
JJii C115 C116
RA-1
22_0000.15
22_0000.15
22_0000.15
23_0000.08
23_0000.08
23_0000.08
23_0000.13
23_0000.13
23_0000.13
23_0000.08
23_0000.0813' - 7"OUTSIDE PANEL DIM.
63' - 4"
D12 D13 D20D9
07_7200.06
07_7200.06
10_8213.13 10_8213.13
10_8213.13
10_8213.13
10_8213.13
23_0000.08
07_7200.06
A-5.19
9
22_0000.16
11
A-5.31
12
A-5.05
Sim
12
A-5.05
Sim
9
A-5.05
Sim
9
A-5.05
Sim
4
A-5.06
Sim
7
A-5.06
Sim
22_0000.16
21
A-5.31
1
A-5.31
6
A-5.31
07_7129.01 07_7129.01
TYPICAL TYPICAL
07_5419.11
7
A-5.06
Sim
03_3000.06
TYPICAL
6
A-5.31 07_5419.11
6
A-5.05
Sim
6
A-5.05
Sim
22_0000.15
7
A-5.06
Sim
7
A-5.06
Sim
4
A-5.06
Sim
9
A-5.31
TYPICAL
9
A-5.05
Sim
9
A-5.05
Sim
A-5.19
9
VTR
03_3000.06
TYPE 1.1
9' -10" AFF
RA-1
RA-1
RA-1
RA-2RA-2
?
?
2
A-5.31
1
A-5.31
VTR
2
A-5.31
TYPICAL
12
A-5.05
Sim 12
A-5.05
Sim
05_5213.05
NO GUARD RAIL REQ.10' - 0" 780 CMR 1015.6NO GUARD RAIL REQ.
10' - 0" 780 CMR 1015.6 NO GUARD RAIL REQ.10' - 0" 780 CMR 1015.6NO GUARD RAIL REQ.
10' - 0" 780 CMR 1015.6
MIN
2' - 6"8"1' - 6"6"11
A-5.01
1
A-5.31
3
26_0000.05
3
333333
3 3 3 3 3
3
3
1. REFER TO SHEET A-1.01 FOR GENERAL NOTES, SYMBOLS AND
ABBREVIATIONS.
2. REFER TO SHEET A-0.02 FOR ROOF TYPES.
3. SEE STRUCTURAL DRAWINGS FOR ROOF STRUCTURAL STEEL
SLOPING, AND FOR FULL EXTENT OF STRUCTURAL DECKING.
4. REFER TO STRUCTURAL DRAWINGS FOR FULL EXTENT OF
ACOUSTIC DECK & CONCRETE EQUIPMENT PADS.
5. PROVIDE LIGHTNING PROTECTION SYSTEM AS SPECIFIED AT
BUILDING AREAS A, B, C AND D. REFER TO LIGHTNING PROTECTION
SPECIFICATIONS.
6. ALL WOOD BLOCKING OR PLYWOOD SHEATHING IS TO BE
SELECTED SO AS TO MAINTAIN PERFORMANCE AND WARRANTY OF
ROOFING SYSTEMS AS SPECIFIED.
7. INSULATION TO BE AT NOMINAL 10" THICKNESS (MIN. AVERAGE),
WITH 6" MINIMUM THICKNESS AT ROOF DRAINS.
8. THE CONTRACTOR MUST COORDINATE ALL ROOF PENETRATIONS
WITH MECHANICAL, ELECTRICAL AND PLUMBING CONTRACTORS, AS
WELL AS WITH MECHANICAL, ELECTRICAL AND PLUMBING
DRAWINGS. COORDINATE WORK TO ENSURE 12” MINIMUM CLEAR
BETWEEN PIPE OR CONDUIT PENETRATIONS TO ALLOW FOR
PROPER FLASHING. IF 12” MINIMUM IS NOT PROVIDED, THEN
PROVIDE CLUSTERED PENETRATION FLASHINGS PER NRCA DETAILS
TP-16 OR TP-17. PITCH POCKETS SHALL NOT BE USED.
9. REFER TO HVAC DRAWINGS FOR MECHANICAL EQUIPMENT AND
ROOF TOP UNITS.
10. MECHANICAL EQUIPMENT CURBS ARE PROVIDED AND
INSTALLED BY MECHANICAL CONTRACTORS.
11. NO EQUIPMENT REQUIRING MAINTENANCE SHALL BE LOCATED
WITHIN 12' - 0" OF ANY ROOF EDGE, U.N.O.
ROOF GENERAL NOTES
ROOF SLOPE DIRECTION
VTR VENT THRU ROOF
ROOF LEGEND
FUTURE SOLAR PANEL LOCATION
TAPERED INSULATION
ACCESS LADDER
RA-1 ROOF TYPE TAG
(REFER TO SUMMARY FOR TYPES)
WALKWAY PADS
(REFER TO DETAILS)
ROOF DRAIN
(SEE DETAILS & PLUMBING DWGS)
ROOF SMOKE VENT
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/8" = 1'-0"2/19/2021 10:47:36 AMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-1.13D
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
ROOF PLAN - PART D
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
1 ROOF PLAN - PART D
2 2/12/21 ADDENDUM 2
3 2/18/21 ADDENDUM 3
TVE ANAN
ANTVE
AN
AN
TVE
AN
TVE
TAN
AN
AN
AN
ANANANTTTAN
AN
AN SK
L.9
UV
V
W
W
R
B1
B4
B14
A2
A5
A9
A10
A15
A17
MATCHLINE -PART A
MATCHLINE -PART B
M A T C H L IN E -P A R T A
M A T C H L IN E -P A R T B
TYPE 1.1
10' -6" AFF
A101
TYPE 2.2
9' -0" AFF
A109C
TYPE 1.1
9' -10" AFF
A120
TYPE 2.3
8' -0" AFF
A119A
TYPE 2.3
8' -0" AFF
A117A
EXPOSED
TYPE 4.1
A119E
EXPOSED
TYPE 4.1
A119F
EXPOSED
TYPE 4.1
A119D
TYPE 2.2
9' -0" AFF
A109D
V.5
V.5
A3
A8
A11
A12
A14
T SS.2
M.9
N.4
N.9
B2
B3
L K.8
B9
B6
EXPOSED
TYPE 4.2
A115
TYPE 2.6
8' -0" AFF
A111, A112
TYPE 2.2
8' -4" AFF
A109B
L.5
A4
A1
A6
A7
TYPE 2.6
8' -0" AFF
A111, A112
10
A-5.41
EXPOSED
TYPE 4.1
A125
TYPE 2.2
17' -10" AFF
TYPE 1.3
17' -10" AFF
A101B
10
A-5.414' - 0"EQEQEQ(1) FULL TILE6' - 0"EQREFER TO SECOND FLOOR
REFLECTED CEILING PLAN
2' - 6"2' - 6"3' - 10 45/256"2' - 4 83/256"REFER TO A-4.27
8' - 0"
TYPE 2.2
8' -6" AFF
TYPE 2.6
8' -4" AFF
A121
8' - 0"
REFER TO SECOND FLOOR
REFLECTED CEILING PLAN
10
A-5.41
10
A-5.41
EXPOSED
TYPE 4.1
A118
TYPE 1.2
9' -0" AFF
A119G
TYPE 1.2
9' -0" AFF
A119B
REFER TO SECOND FLOOR
REFLECTED CEILING PLAN
EXPOSED
TYPE 4.1
A109G
23_0000.15
EXPOSED
TYPE 4.1
A118A
EXPOSED
TYPE 4.1
A103
EXPOSED
TYPE 4.1
A107
23_0000.15
WOOD BENCH ALCOVES,
SEE MILLWORK DWGS
2' - 6"2' - 6"TYPE 2.2
9' -0" AFF
A109A
A-4.29
2
A-4.30
2
A-4.20
3
MUSIC
A102
MUSIC
A104
MUSIC ENSEMBLE
A106A
MUSIC ENSEMBLE
A104A
MUSIC
A106 TYPE 2.6
6' -9" AFF
TYPE 2.6
6' -9" AFF
REFER TO SECOND FLOOR
REFLECTED CEILING PLAN
TYPE 1.2
11' -0" AFF
A119 TYPE 2.3
10' -0" AFF
ALIGN
CL
CL
ALIGN
ALIGN
8"
ALIGNALIGN
ALIGNALIGN
5' - 5"
TYPE 2.3
11' -0" AFF
TYPE 2.3
11' -0" AFF
TYPE 1.2
11' -0" AFF
A119C
TYPE 1.2
11' -0" AFF
TYPE 1.2
11' -0" AFF
2' - 6"EQ EQ 2' - 6"
ALIGNALIGN
2' - 6"
2' - 6"
EQ EQ
8"
AUDITORIUM
A109
STAGE
A116A
V.9
V.9
S.8
T.2
U.1
S.5
S.1
B12
B11
B10
B8
B13
B5
B7
TYPE 2.6
8' -0" AFF
A124
TYPE 1.2
10' -0" AFF
A117
TYPE 2.2
9' -10" AFF3' - 4"EQEQ CLEQEQCL
3' - 6"3' - 2 1/2"
CL2' - 0 1/8"2' - 0"2' - 6"CL
EQ EQ
2' - 6"11_4000
EQ
LW4
LR8
LR8
RC
RC
LP4
RC
RC
RC
RC
RC
2' - 6"
64' - 0" (32) FULL TILES
EQ EQ
LR4
LS8
LS4
LR4
LR4
LR4
LR4
LR4
LR4
LR4
5
A-5.41TYP
LS8
LS8
LR4
LR4
LR4
LR4
LR4
LR4
LR4
LR4
LR4
LR4
LS4
LS8
EQ EQ
RC RC1' - 6"RC
RC
LWS
RC
EQEQRC
RC
LS4
10
A-5.41
LWS
LWS
6
A-5.41
6
A-5.41
RC
RCEQEQTYPE 2.6
8' -0" AFF
3' - 0"2' - 6"
RC
RC
2' - 6"
EQEQ
RC 2' - 6"EQEQ
RC RC RC
LP8
LP8
LP8
LP4
PC PC
PC
LP4
LP4
LP4
LP4
PC
PC
PC
PC
LR6
LR4
PC
PC EQEQRC EQEQ3' - 0"EQ EQ
TYPE 2.2
9' -4" AFF
TYPE 2.2
8' -2" AFF
RC
RC
3' - 0"
3' - 0"
6"6"A-5.43
9
ALIGNVESTIBULE
A100A
CLEQ EQ
CLEQEQEQEQCL EQEQ
2' - 6"
06_4000.12
9' - 4" TYP
EQEQ3' - 5 1/4"3' - 0"3' - 6"4' - 0"TYP1' - 4 1/2"
RC
RC
RC
RC
RC
RC
LK22
LK22
LK22
LK22
LK22
LK22
LK22
LK22
LK22
LK22
LK22
LK22
LK22
LK24 LK24
LK22
LK22
LK22
EXTENT OF HOOD
LWS
LWS
LK22
16
A-5.41
LSV8
LSV8
LSV8
LSV8
LSV8
LSV8
LSV8
LSV8
LK22
LK22
LK22
LK22
LK22
LK22
LK22
LR4
LR4
LR4
16
A-5.41
LPA6 LPA7 LPA8 LPA9
LPA9
LPA5
LS8
5
A-5.41
23
A-5.41
23
A-5.41
RA-1
6
A-5.41
4' - 8"
TYPE 2.4
10' -0" AFF
ST-B1
TYPE 2.4
16' -8" AFF
6' - 0"
SLOPED
TYPE 2.4
12"
10_1419.03
ACOUSTICAL CEILING TILES (ACT) / PANELS (ACP)
1.1 24" x 48" ACOUSTICAL TEGULAR CEILING TILE ON SUSPENDED GRID
(BASIS-OF -DESIGN: ARMSTRONG ULTIMA HIGH NRC OR EQUAL)
1.2 24" x 48" ANTIMICROBAL ACOUSTICAL CEILING TILE ON SUSPENDED GRID
(BASIS-OF-DESIGN: ARMSTRONG HEALTHZONE ULTIMA HIGH NRC OR EQUAL)
1.3 24" X 72" ACOUSTICAL TEGULAR CEILING TILE ON SUSPENDED GRID
(BASIS-OF -DESIGN: ARMSTRONG ULTIMA HIGH NRC OR EQUAL)
1.4 SEAMLESS ACOUSTICAL CEILING PANELS ON SUSPENDED GRID
(BASIS-OF-DESIGN: ARMSTRONG ACOUSTIBUILT OR EQUAL)
1.5 24" X 48" ACOUSTICAL SCORED (6" X 48") TEGULAR ON SUSPENDED GRID
(BASIS-OF-DESIGN: ARMSTRONG CIRRUS SECOND LOOK 514 OR EQUAL)
1.6 24" x 24" ACOUSTICAL TEGULAR CEILING TILE ON SUSPENDED GRID
(BASIS-OF -DESIGN: ARMSTRONG ULTIMA HIGH NRC OR EQUAL)
GYPSUM WALL BOARD CEILING (GWB)
2.1 5/8" GYPSUM BOARD CEILING ON 3-5/8" MTL STUDS, PAINTED
2.2 5/8" GYPSUM BOARD CEILING ON SUSPENDED GRID SYSTEM, PAINTED (NON-RATED)
2.3 5/8" MOISTURE RESISTANT GYPSUM BOARD CEILING ON SUSPENDED GRID SYSTEM, PAINTED
(NON-RATED)
2.4 5/8" GYPSUM BOARD CEILING ON 7/8" MTL HATS, PAINTED (UNDERSTAIRS)
2.5 5/8" GYPSUM BOARD CEILING ON 3-5/8" MTL STUDS, PAINTED (1 HR RATED)
2.6 5/8" MOISTURE RESISTANT GYPSUM BOARD CEILING ON SUSPENDED GRID SYSTEM,
PAINTED, WITH 3-1/2" SAFB BATT INSULATION (NON-RATED)
ACCENT CEILING SYSTEMS
3.1 10" x 48" OR 96" LINEAR FELT BLADE SUSPENDED CEILING ON SUSPENDED GRID SPACED 4" OC
(BASIS-OF-DESIGN: ARMSTRONG FELTWORKS BLADES EBB & FLOW OR EQUAL)
3.2 6" x 48" OR 96" LINEAR FELT BLADE SUSPENDED CEILING ON SUSPENDED GRID SPACED 8" OC
(BASIS-OF-DESIGN: ARMSTRONG FELTWORKS BLADES OR EQUAL)
3.3 24" x 48" WOOD OPEN CELL SUSPENDED GRID
(BASIS-OF-DESIGN: RULON CUBES CONTINUOUS OR EQUAL)
3.4 6" WIDE LINEAR WOODGRAIN CEILING ON SUSPENDED GRID AND WALL SYSTEM
(BASIS-OF-DESIGN: RULON WOOD LINEAR OPEN SYSTEM OR EQUAL)
3.5a 24" X 96" ACOUSTIC PERFORATED METAL PANEL WITH WOOD VENEER
(BASIS-OF-DESIGN: USG ILLUSIONS ARBOREAL OR EQUAL)
3.5b 24" X 96" ACOUSTIC METAL PANEL WITH WOOD VENEER
(BASIS-OF-DESIGN: USG ILLUSIONS ARBOREAL OR EQUAL)
3.6 EXTERIOR LINEAR WOOD--LOOK SUSPENDED PVC CEILING ON SUSPENDED GRID
(BASIS OF DESIGN: RULON LINEAR SYSTEM OR EQUAL)
3.7 LINEAR WOODGRAIN BLADE SUSPENDED CEILING ON SUSPENDED CURVED TRACK/GRID
(BASIS OF DESIGN: ARMSTRONG WOODWORKS GRILLE OR EQUAL)
3.8 2 5/16" AND 3 3/4" ALTERNATING DEPTH X 1 5/16" WIDE LINEAR WOODGRAIN PANEL GRILLE
SUSPENDED CEILING AND WALL SYSTEM
(BASIS OF DESIGN: RULON PANEL GRILLE OR EQUAL)
3.9 24" x 24" 3-DIMENSIONAL METAL PANELS ON SUSPENDED GRID
(BASIS OF DESIGN: USG GEOMETRIX OR EQUAL)
EXPOSED STRUCTURE
4.1 EXPOSED STRUCTURE
4.2 EXPOSED STRUCTURE - PAINT ALL SURFACES EXPOSED TO VIEW INCLUDING (BUT NOT
LIMITED TO) DECKING, BEAMS, TRUSSES, DUCTWORK (INCLUDING VISIBLE PORTIONS INSIDE
DUCTWORK), PIPING, ETC. AND OTHER NON PRE-FINISHED ITEMS INCLUDING (BUT NOT
LIMITED TO) CONDUIT, CABLE TRAYS, HANGERS, ETC. - ASSUME TWO COLORS
4.3 EXPOSED STRUCTURE - SPRAY-APPLIED FIRE RESISTIVE MATERIAL & ACOUSTICAL
INSULATION ON ALL STRUCTURAL ELEMENTS INCLUDING BUT NOT LIMITED TO DECKING,
BEAMS, TRUSSES. PAINT ALL OTHER SURFACES EXPOSED TO VIEW INCLUDING BUT NOT
LIMITED TO DUCTWORK (INCLUDING VISIBLE PORTIONS INSIDE DUCTWORK), PIPING, ETC.
AND OTHER NON PRE-FINISHED ITEMS INCLUDING (BUT NOT LIMITED TO) CONDUIT, CABLE
TRAYS, HANGERS, ETC. - ASSUME TWO COLORS
CEILING TYPES
10
LINEAR RECESSED
LIGHT FIXTURE
(4' AND 8' LENGTHS)
CUBICLE CURTAIN
TRACK
CC
LIFT SYSTEM
TRACK
LS
TYPE 1.1
10'-0" AFF
A100
CEILING TYPE
CEILING HEIGHT
CEILING TAG
REFLECTED CEILING PLAN LEGEND
LR4 OR LR8
LP4, LP6, LP8 & LP12
RC
RECESSED CAN
LIGHT FIXTURE
LWS
LINEAR WALL WASHER /
CONTINUOUS COVE LIGHT
FIXTURE (REFER TO FLOOR
PLANS FOR LENGTHS)
LS4 OR LS8
LW8
LINEAR WALL
MOUNTED LIGHT
FIXTURE
(8' LENGTH)
RECESSED LIGHT
FIXTURE
2' x 2' AND 2' x 4'
LR22 OR LR24
ROOM NUMBER
CEILING TYPE
CEILING HEIGHT
SOFFIT TAG
LINEAR SURFACE
MOUNTED
LIGHT FIXTURE
(4' AND 8' LENGTHS)
LINEAR PENDANT
LIGHT FIXTURE
(4', 6', 8' AND 12' LENGTHS)
PC
PENDANT CYLINDER
LIGHT FIXTURE
LSV4 OR LSV8
LINEAR SURFACE
MOUNTED VANDAL
PROOF LIGHT FIXTURE
(4' AND 8' LENGTHS)
PENDANT LIGHT
FIXTURE
LPG
TYPE 1.1
10'-0" AFF
LIGHT FIXTURES (REFER TO ELEC DWGS)MECHANICAL EQUIPMENT
(REFER TO MECH DWGS)
SUPPLY GRILLE
RETURN GRILLE
EXHAUST GRILLE
RADIANT CEILING
HEATING PANEL
INDOOR AIR HANDLER
CEILING UNIT
FINISHED GWB CEILING
EXPOSED CEILING
INDICATED ACT
CEILING TILES,
SEE RCP FOR
TYPE & PATTERN
WOOD CEILING,
SEE RCP FOR
TYPE
SLOPED CEILING
DIRECTION
HIGH
LOW
LAY-IN WEDGE SOUND
REFLECTION CEILING PANEL
SUSPENDED SOUND
REFLECTOR PANELS
SPRINKLER
(REFER TO FIRE PROTECTION DWGS)
S CEILING MOUNTED SPEAKER
(REFER TO ELECTRICAL DWGS)
S CEILING MOUNTED SMOKE DETECTOR
(REFER TO ELECTRICAL DWGS)
OS CEILING MOUNTED OCCUPANCY SENSOR
(REFER TO ELECTRICAL DWGS)
ADDITIONAL FIXTURES
SECURITY CAMERA - CEILING MOUNTED
(REFER TO SECURITY DWGS)
SECURITY CAMERA - PEDESTAL MOUNTED
(REFER TO SECURITY DWGS)
SECURITY CAMERA - WALL MOUNTED
(REFER TO SECURITY DWGS)
WALL CLOCK - WALL MOUNTED
(REFER TO ELEC DWGS)
EXIT SIGNS -
CEILING MOUNTED
(REFER TO ELEC DWGS)
EXIT SIGNS -
WALL MOUNTED
(REFER TO ELEC DWGS)
PENDANT LIGHT
FIXTURE
LPD1 OR LPD5
1. REFER TO SHEET A-1.21A FOR CEILING LEGEND AND CEILING TYPES.
2. NOT ALL LIGHTING IS SHOWN FOR CLARITY (IE. UNDERCOUNTER AND VERTICAL WALL
ACCENT FIXTURES, ETC). REFER TO ELEC DWGS FOR FULL SCOPE LIGHTING PLANS.
3. REFER TO ELECTRICAL DWGS FOR MORE INFORMATION.
4. ALL CEILING GRIDS TO BE CENTERED IN ROOM UNLESS OTHERWISE NOTED.
5. ALL LIGHTING FIXTURES LOCATED AT A GWB CEILING OR EXPOSED CEILING, ASSUME
LOCATION TO BE CENTERED IN THE ROOM UNLESS OTHERWISE NOTED.
6. ALL SPRINKLER HEADS AT ACT CEILING, SHALL BE INSTALLED CENTERED OF TILE, UNLESS
OTHERWISE NOTED.
7. REFER TO FLOOR PLANS FOR WALL TYPES.
8. PAINT UNDERSIDE OF ALL STAIR ASSEMBLIES.
9. ALL ACCESS PANELS IN CEILINGS TO BE PAINTED.
10. REFER TO EXTERIOR ELEVATIONS FOR QUANTITIES, LOCATIONS AND MOUNTING HEIGHTS
FOR ALL EXTERIOR LIGHTS.
11. REFER TO ELECTRICAL/FIRE ALARM DRAWINGS FOR SMOKE DETECTOR QUANTIFIES AND
LOCATIONS.
REFLECTED CEILING PLAN NOTES
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO.ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
3/5/2021 11:56:58 AMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-1.21A
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
FIRST FLOOR
REFLECTED CEILING
PLAN - PART A
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
1 FIRST FLOOR REFLECTED CEILING PLAN - PART A
2 2/12/21 ADDENDUM 2
3 2/18/21 ADDENDUM 3
8 3/1/21 ADDENDUM 8
10 3/5/21 ADDENDUM 10
TVETVEAN
AN
AN
AN
AN
ANTVE
TVE
TVE
AN
AN
AN TVE
TVETVE
AN
AN
TVETVEAN
AN AN
TVE
AN
M
T
ANAN
AN
AN
AN
ANAN
AN
AN
AN
TVE
TVE
H.1
H.1
K K
Q
N
C5
C7
C9
C11
B20
B24
B24
B17
B17 B31
B32
B32A17A24A32
M.5
B18
B27
B27
H
H
C13
C15
C17
C19
C21 C22
J J
MATCHLINE - PART AMATCHLINE - PART BMATCHLI
NE
-PART AMATCHLI
NE
-PART BMATCHLINE -PART B
MATCHLINE -PART C
ELEV B1
EL-B1
MATTACHEESE COURTYARD
CRT-1
TYPE 1.1
9' -0" AFF
B111
TYPE 1.1
9' -0" AFF
B109
TYPE 1.1
9' -0" AFF
B107
TYPE 1.1
9' -0" AFF
B105
TYPE 1.1
9' -0" AFF
B117
TYPE 2.3
10' -0" AFF
B121
TYPE 2.3
9' -0" AFF
B128
TYPE 2.3
9' -0" AFF
B129A
TYPE 1.1
9' -0" AFF
B138A
TYPE 1.1
9' -10" AFF
B138
TYPE 1.1
9' -10" AFF
B139
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -0" AFF
B103
TYPE 2.3
9' -0" AFF
B114
TYPE 1.1
9' -0" AFF
B106
TYPE 1.2
9' -0" AFF
B112F
TYPE 1.2
9' -0" AFF
B112
TYPE 1.1
9' -0" AFF
B112E
TYPE 1.2
9' -0" AFF
B112B
TYPE 1.1
9' -0" AFF
B106A
TYPE 1.1
9' -0" AFF
B118A
EXPOSED
TYPE 4.1
B133
EXPOSED
TYPE 4.1
B127
TYPE 2.2
9' -0" AFF
B126
EXPOSED
TYPE 4.1
B133A
EXPOSED
TYPE 4.1
B137
TYPE 2.3
9' -0" AFF
B108
A12 A23 B21
B21
B25
B25
B23
B23
B28
B28
B29
B29
P.7
M
N.4
N.7
N.9
P
A22A21A20A19A18
N.3
L
K.8 K.8
H.8
H.5 H.5
B19
B15
B16
TYPE 1.1
9' -0" AFF
B115
TYPE 1.1
9' -0" AFF
B113
EXPOSED
TYPE 4.1
B133A
TYPE 1.1
9' -4" AFF
A100B
12
A-5.41
4
A-5.41
3
A-5.41
9
A-5.41
TYPE 1.5
10' -0" AFF
TYPE 1.5
10' -0" AFF
TYPE 3.2
9' - 6" AFF
TYPE 1.1
9' -0" AFF
B102
TYPE 2.2
9' -0" AFF
TYPE 2.2
9' -0" AFF
TYPE 3.6
11' -5" AFF
L.5
J.7
B33
B33
EXPOSED
TYPE 4.1
B134
TYPE 1.1
9' -0" AFF
B118
TYPE 2.3
9' -0" AFF
B130 TYPE 2.3
9' -0" AFF
B129
TYPE 2.3
9' -0" AFF
B131
TYPE 2.3
9' -0" AFF
B131
TYPE 2.3
9' -0" AFF
B128
TYPE 2.3
9' -0" AFF
B132
4' - 0"3' - 0"EQEQ4' - 0"3' - 0"
16
A-5.41
16
A-5.41 4' - 7"EQEQ
4' - 0"EQ
EQ
10
A-5.41
10
A-5.4110
A-5.418' - 0" TYPTYPE 2.3
9' -0" AFF
B135
REFER TO SECOND FLOOR
REFLECTED CEILING PLANTYPE 1.2
9' -0" AFF
B112
16
A-5.41
2' - 6"2' - 6"6' - 6"6' - 6"4' - 0"6' - 0"3' - 6"10
A-5.41
EQEQ 5' - 0"EQEQ2' - 11 1/8"
10
A-5.41
10
A-5.41
10_2123.0110_2123.01
10
A-5.41
10
A-5.41
TYPE 2.2
11' -0" AFF
TYPE 2.2
11' -0" AFF 3' - 6"EQEQCL
EQ
(2) FULLTILES
8' - 0"EQ
EQ
(2) FULL TILES
8' - 0"EQ
A-4.53
2
A-4.52
2
ART CR
B141
ART KILN
B140A
ART WORKROOM
B140
SRO OFFICE
B122
TEAM UNIFORM
B124
ADAPTIVE PE
B125HEALTH OFF
B124A
TYPE 2.5
9' -0" AFF
B101A
TYPE 2.2
11' -0" AFF
TYPE 1.1
9' -0" AFF
B110
18' - 0"1' - 0"18' - 0"1' - 0"18' - 0"1' - 0"18' - 0"1' - 0"18' - 0"4' - 0"EXPOSED
TYPE 4.2
B143
S.1
P.6
P.3
M.3
L.6
B30
B30
B26
B26B11B10B13
K.1
J.3
A31
P.8
P.9
N.5
A25 A26 A27 A28 A29 A30
TYPE 2.2
11' -0" AFF
TYPE 2.2
11' -0" AFF
TYPE 2.2
11' -0" AFF
TYPE 1.2
9' -0" AFF
B112J
TYPE 1.2
9' -0" AFF
B112
TYPE 2.2
9' -0" AFF 3' - 0"3' - 0"TYPE 1.1
9' -8" AFF
A116
ALIGNALIGN1' - 0"1' - 0"10
A-5.41
A-4.42
4
P.1
P.2
P.4
CL
CL
TYPE 2.2
9' -0" AFF TYPE 2.2
9' -0" AFF
TYPE 2.2
9' -0" AFF
TYPE 2.2
9' -0" AFF
EQEQ 12' - 0" TYP8' - 0" TYP
TYPE 1.4
8' -2" AFF
ALIGN
23_8235.01
2' - 6"CLEQEQCL
EQEQ
3' - 0"
EQEQ3' - 0"
TYPE 2.2
9' -0" AFF
ALIGN
ALIGN
5
A-5.41
TYP
ALIGN
ALIGN4' - 0"FULL TILE4' - 0"LP8 LP8 LP8 LP8
LP8 LP8 LP8 LP8
LR4
TYPE 2.3
9' -0" AFF
TYPE 2.3
9' -10" AFF
LS4
RC RC
LWS
LWS
LWS
LWS EQ60' - 0" (30) FULL TILESEQ2' - 6"3' - 0"3' - 0"RC
RC
RC
CL
EQEQ
RC
LR8
LR8
LR8
EQEQ
EQEQRC
LWS
LWS
LS8
LS4LR8
LR8
LR8
LR8
4' - 2 5/8"2' - 0"1' - 10"RC RC
EQEQ3' - 0"RC
RC EQEQRC
RC
RC
RC RC
EQ44' - 0" (22) FULL TILESEQLW4 8' - 0" TYPLR8
LR8
LR8
LR8
LR8
23_8235.01
RC RC
TYP
LR4
RC
LR4
LR4LP12
RC
12' - 0" (3) FULL TILES
1' - 0"
RC
RC
RC 20' - 0" (10) FULL TILES1' - 0"
RC
RC
RC
RC
LR4
TYP
TYP
SL4
SL4
SL5 SL5
SL4
SL4
SL4
RC
RC
RC RC RC
RCRCRC
LR4
LR4
LR6
LWS
LWS
LR4
LR4
LR24
LR24
LR24
RC RC
LP8
LP8
RC RC
RC RC
RC
LP4
RC
RC
RC
LR4
RC
RC
RC
LR4
LR4
RC
LWS
RC
RC
RC
LR24
LR24
RC
1' - 6"
RC RC RC RC
2' - 6"2' - 6"6' - 6"6' - 6"
CL CL
RC RC RC
2' - 6"6' - 6"6' - 6"2' - 6"
RC RC RC
2' - 6"6' - 6"6' - 6"
RC RC RC
2' - 6"6' - 6"6' - 6"2' - 6"2' - 6"
TYP
EXPOSED
TYPE 4.1
B101
TYPE 1.4
9' -4" AFF TYPE 1.4
9' -4" AFF
TYPE 1.4
9' -4" AFF
TYPE 1.4
9' -4" AFF
TYPE 1.4
9' -4" AFF
TYPE 2.1
9' -0" AFF
LS4
LS4
LS4
LR4
LR4
LR4
RC
LR4
LR4
LR4
LR4
LR4
TYPE 2.3
9' -0" AFF
B112G
RC
RC
RC
RC
RC
LP8 9' - 4" TYPLP4
LP8
LP8
LP4
LP4
LP4
LP4
LP8
LP4
LP4
EQ TYPEQ TYPTYP
3' - 6"
TYP
3' - 6"
PC PC
PC PC
PC
PC
TYP
3' - 6"
PCPC
PCPC
PC PC
R 6 ' - 0 "
LP8
LP8
LP8
LP4
1' - 2"
PC
TYP
3' - 6"
PC
PC
LP4
LP4
LP4
LP4 EQ4' - 0"EQTYP
3' - 5 1/4"
PC
PC
PC
PC
TYPE 2.3
10' -0" AFF
B101
3' - 0"
3' - 0"
RC RC RC
RC RC RC3' - 0"
3' - 0"
EQEQ EQEQ
EQEQ
EQEQ
6' - 0"4' - 0"LR4
LR4
LR4
3' - 0"LR6
LR6
3
A-5.41
LR4
LR4TYP
LR4
LR4
LR6
LR6
LR6
7
A-5.41
SIMFULL TILELR4
LR4EQEQEQEQ
3' - 0"LR6
FELT RIVER #1
SEE DWG A-5.44 FOR
MORE INFO
FELT RIVER #2
SEE DWG A-5.44 FOR
MORE INFO
LR4
LR4
LR4
LR4
LR4
TYPE 2.2
9' -0" AFF
5
A-5.41
LR4
LR4
LR4
LR4
LR4
LR4
TYPE 1.1
9' -0" AFF
5
A-5.41
TYP
PC
PC
3' - 6"
3' - 6"3' - 4"RC
RC
RC
RC
RC
RC
RC
RC
LP12
A-4.42
4
SIM/
OPP
5
A-5.41
ALIGN
ALIGN
ALIGN
LR4
LR4
LR4
LR4
LR4
LR4
ALIGN
ALIGN
ALIGN
LR4
LR4
LR4
LR4
TYPE 2.2
9' -0" AFF
TYP
3' - 6"
1' - 6"EQEQRC
LWS
3' - 0"3' - 0"CL2' - 0"1' - 10"3' - 2"EQEQRC
RC
RC
RC RC
CL
2' - 0"3' - 0"
3' - 0"1' - 7 1/2"1' - 7 1/2"EQEQ3' - 0"3' - 0"3' - 0"CLEQEQ1' - 7 1/2"
RC
RC
RC
RC
RC
RC
RCRC
CL EQEQ
CLEQEQRC
RC
RCRCRC
3' - 0"
LWS
LWS LWS
CLEQEQEQ EQ
RC
1' - 6"1' - 7 1/2"3' - 0"3' - 0"EQEQ1' - 7 1/2"1' - 7 1/2"RC
RC
RC
3' - 0"3' - 0"3' - 0"EQEQ4' - 2 5/8"
RC
EQEQ3' - 0"
RC
EQEQ3' - 0"
RC
PC
10' - 0"
PC
6' - 0"7' - 6"
PC
ALIGN
EQ EQ
RC
EQ EQ
3' - 0"EQEQTYPE 2.2
9' -4" AFF
TYPE 2.2
8' -2" AFF
RC
RC3' - 0"3' - 0"EQEQ
6"6"6"17' - 0"9' - 4" TYP4' - 8" TYP4' - 8" TYPCLEQEQCL EQEQ 4 1/4"9
A-5.41TYP
PC9' - 4" TYPEQEQ
3' - 5 1/4"
3' - 0"
3' - 6"
4' - 0"
12
A-5.41TYP
TYPE 2.1
9' -0" AFF
1' - 2"1' - 4 1/2"4 1/2"1' - 2"TYPE 3.2
9' - 6" AFF
2' - 6"
RC
EQEQ
2' - 6"
RC
EQEQ
INTEGRATED RADIANT PANEL AND
LIGHT SHELVES BELOW (SHOWN AS
DASHED LINE) IN SOUTH FACING
CLASSROOMS ONLY (23_0000.19)
3
A-5.41
TYP
23
A-5.41
23
A-5.41
6
A-5.41
9
A-5.41
4' - 8"TYPE 2.4
10' -0" AFF
ST-B1
6' - 0"SLOPED
TYPE 2.4
TYPE 2.4
16' -8" AFF
A-5.21
4
812"10_1419.03 12"10_1419.03
8
8
8
8
1. REFER TO SHEET A-1.21A FOR CEILING LEGEND AND CEILING TYPES.
2. NOT ALL LIGHTING IS SHOWN FOR CLARITY (IE. UNDERCOUNTER AND VERTICAL WALL
ACCENT FIXTURES, ETC). REFER TO ELEC DWGS FOR FULL SCOPE LIGHTING PLANS.
3. REFER TO ELECTRICAL DWGS FOR MORE INFORMATION.
4. ALL CEILING GRIDS TO BE CENTERED IN ROOM UNLESS OTHERWISE NOTED.
5. ALL LIGHTING FIXTURES LOCATED AT A GWB CEILING OR EXPOSED CEILING, ASSUME
LOCATION TO BE CENTERED IN THE ROOM UNLESS OTHERWISE NOTED.
6. ALL SPRINKLER HEADS AT ACT CEILING, SHALL BE INSTALLED CENTERED OF TILE, UNLESS
OTHERWISE NOTED.
7. REFER TO FLOOR PLANS FOR WALL TYPES.
8. PAINT UNDERSIDE OF ALL STAIR ASSEMBLIES.
9. ALL ACCESS PANELS IN CEILINGS TO BE PAINTED.
10. REFER TO EXTERIOR ELEVATIONS FOR QUANTITIES, LOCATIONS AND MOUNTING HEIGHTS
FOR ALL EXTERIOR LIGHTS.
11. REFER TO ELECTRICAL/FIRE ALARM DRAWINGS FOR SMOKE DETECTOR QUANTIFIES AND
LOCATIONS.
REFLECTED CEILING PLAN NOTES
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
3/1/2021 9:56:08 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-1.21B
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
FIRST FLOOR
REFLECTED CEILING
PLAN - PART B
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
1 FIRST FLOOR REFLECTED CEILING PLAN - PART B
2 2/12/21 ADDENDUM 2
3 2/18/21 ADDENDUM 3
8 3/1/21 ADDENDUM 8
AN
AN
ANAN
TVETVE
TVETVETVETVE
ANAN
TVE TVEAN AN
AN
TVE
AN
TVETVE
AN
AN
AN
TVETVETVE
AN
AN
TVE
AN
TVE
AN
ANTVE TVEAN
AN
TVETVE
TVE T VE
TVETVE
TVE
AN
AN
AN
AN
AN
AN
T
AN TVETVE
TVE
TVE
TVE
T VE
AN
AN
D.1
D.1
E E
F F
G G
H.1 H.1
F.4
D1
D3
D5
D10
D14
C1
C1
C2
C3
C4
C5
C6
C7
C8 C9
C9 C11
D16
D18
D22
D24
D
D
H H
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C22
MAT CHLINE -PART C
MATCHLINE -PART D
MATCHLINE -PART C
MATCHLINE -PART D
MATCHLINE - PART B
MATCHLINE - PART C
MATCHLINE - PART B
MATCHLINE - PART C
ELEV C1
EL-C1
TYPE 1.1
9' -10" AFF
C119
TYPE 1.4
11' -0" AFF
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
C113
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
C111
TYPE 1.1
9' -10" AFF
C109
TYPE 1.4
11' -0" AFF
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
C107
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
C105
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
C103
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
C101
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
C102
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
C108
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
C110
TYPE 1.1
10' -2" AFF
C137
TYPE 1.4
8' -2" AFF
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
C112
TYPE 2.3
8' -0" AFF
C114A
TYPE 3.4
8' -8" AFF
C100D
TYPE 1.1
9' -0" AFF
C134
TYPE 1.1
9' -0" AFF
C133
TYPE 1.4
7' -6" AFF
TYPE 3.4
8' -8" AFF
C100C
TYPE 2.3
8' -0" AFF
C131
TYPE 2.3
8' -0" AFF
C132
TYPE 1.4
7' -6" AFF
TYPE 1.4
7' -6" AFF
TYPE 2.2
7' -2" AFF
TYPE 3.4
8' -8" AFF
C100B
TYPE 2.3
9' -0" AFF
C121
TYPE 2.3
9' -0" AFF
C122
TYPE 3.4
8' -8" AFF
C100A
TYPE 2.3
8' -0" AFF
C118
TYPE 2.3
8' -0" AFF
C120
TYPE 1.4
7' -6" AFF
TYPE 2.2
7' -2" AFF
TYPE 1.4
7' -6" AFF
TYPE 1.4
7' -6" AFF
TYPE 1.4
7' -6" AFF
TYPE 1.4
7' -6" AFF
TYPE 1.4
7' -6" AFF TYPE 1.4
7' -6" AFF
TYPE 1.4
7' -6" AFF
TYPE 1.4
7' -6" AFF
EXPOSED
TYPE 4.1
C130
EXPOSED
TYPE 4.1
C128
EXPOSED
TYPE 4.1
C127EXPOSED
TYPE 4.1
C126
F.5
D.7
D.7
D.3
D.3
D.5
D.5
JJ
ii
C115
C115
C116
EXPOSED
TYPE 4.1
C123
17
A-5.41
TYPE 1.5
10' -0" AFF
TYPE 1.5
10' -0" AFF
TYPE 1.5
10' -0" AFF
TYPE 1.5
10' -0" AFF
TYPE 1.5
10' -0" AFF
18
A-5.41
TYPE 2.2
9' -0" AFF
TYPE 2.2
9' -0" AFF
TYPE 2.2
9' -0" AFF
TYPE 2.2
7' -2" AFF
ALIGN ALIGNALIGNALIGNALIGN
ALIGN ALIGN ALIGN ALIGN
EXPOSED
TYPE 4.3
C142
EXPOSED
TYPE 4.3
C136
EXPOSED
TYPE 4.1
C141
EQ
(2) FULL TILES
8' - 0"EQ
WOOD PORTAL,
SEE MILLWORK
DWGS
EXPOSED
TYPE 4.1
C141
ALIGN
ALIGN
EXPOSED
TYPE 4.1
C135
EXPOSED
TYPE 4.3
C140
EQ
(2) FULL TILES
8' - 0"EQ
EQ
(2) FULL TILES
8' - 0"EQ
EXPOSED
TYPE 4.2
C139
ALIGN
2' - 6"3' - 0"EQ EQ
EQEQ
ALIGN
ALIGN
(2) FULL TILES
8' - 0"8' - 0" TYPEQ22' - 0" (11) FULL TILESEQ(2) FULL TILES
8' - 0"
ALIGN ALIGN
ALIGN ALIGN
ALIGNALIGNALIGNALIGN
ALIGNALIGN
ALIGN
ALIGN
TYPE 2.2
9' -0" AFF
FULL TILE
ALIGNALIGN
2' - 6"EQEQALIGN
4' - 6"4' - 6"6' - 6"EXPOSED
TYPE 4.2
C100
WOOD PORTAL, SEE
MILLWORK DWGS
TYPE 1.1
9' -0" AFF
C100
ALIGN ALIGN ALIGN ALIGN ALIGN
ALIGN
ALIGNALIGN
TYPE 1.1
9' -0" AFF
C100
10' - 0" TYP12' - 0" TYPTYPE 2.4
11' -6 3/4" AFF
ST-C2ALIGN
ALIGNEQEQTYPE 1.1
9' -0" AFF
C100 ALIGNALIGNALIGNALIGNEQEQOPEN TO ABOVE WOOD VENEER CEILING
AT BUILT-IN BENCH,
SEE MILLWORK DWGS
TYPE 2.4
11' -10 1/2" AFF
ST-C1
OPEN TO ABOVE
UNDERSIDE OF STAIRS
UNDERSIDE OF STAIRS
2' - 0"EQEQEQ EQ
21
A-5.41
18
A-5.41
18
A-5.41
18
A-5.41
18
A-5.41
17
A-5.41
21
A-5.41
17
A-5.41
17
A-5.41
10
A-5.41
10
A-5.41
10
A-5.41
A-4.54
2
A-4.55
2
A-4.57
6
A-4.56
2
A-4.56
7
DOS
C116
A-4.62
18
TEACHER WORK
C129
GENERAL CR
C117
SPED CC
C114SCIENCE CR
C106
MAKER SPACE
C125
PREP
C106A
SM GRP / EL RESOURCE
C115
VEST
C138A-4.54
3
CC STORAGE
C114B
EQEQ
9
A-5.41
TYP
EQ EQ
9
A-5.41
TYP
D13
D20
ALIGNALIGNALIGNTYPE 2.2
9' -0" AFF
D9
TYPE 2.2
9' -0" AFF
TYPE 2.2
9' -0" AFF EQ24' - 0" (12) FULL TILESEQ10' - 0" TYP 12' - 0" TYPEQ24' - 0" (12) FULL TILESEQ40' - 0" (20) FULL TILE6' - 6"6' - 6"INTEGRATED RADIANT PANEL AND
LIGHT SHELVES BELOW (SHOWN AS
DASHED LINE) IN SOUTH FACING
CLASSROOMS ONLY (23_0000.19)
LR4
SL5 SL5
RC RC
LP4
LP6
LP4
LR4
RC
FELT RIVER #3
SEE DWG A-5.44
FOR MORE INFO
FELT RIVER #3
SEE DWG A-5.44
FOR MORE INFO
LR8
LR8
LR8
LP8
LP8
LP8
LP8
LP8
LP8
LP8
LP8
LP8
LP8
LP8
LP8
LP8
LP8
LP8 LP8
LP8LP8
LP8
LP8
LP8 LP8
LP8LP8
LP8
LP8
LP8 LP8
LP8LP8
(2) FULL TILES
8' - 0"
EQ
LR8
LR8
LR8
EQ
TYPE 1.5
10' -0" AFF
LR4 LR4 LR4 LR4
LRSA
LRSA
RC
RC
RC
LR4 LR4 LR4 LR4 LR4 LR4 LR4 LR4 LR4 LR4 LR4 LP4
LP6
LP4
EQ22' - 0" (11) FULL TILESEQLR4 LR4 LR4
LR4
LWS
LWS
LP8
LP8
LP8
LP8
LP8
LP8
LR4 LR4 LR4 LR4 LR4 LR4 LR4 LR4 LR4 LR4 LR4 LR4
LRSA
LRSA
LP8 LP8
LP8 LP8LP8
LP8
LP8 LP8 LP8
LP8
LP8LP8
LS4
LS4
LRSA
LRSA
LS4
LS4 RC
TYPE 2.1
9' -0" AFF
TYPE 2.1
9' -0" AFF
LS4 LS4
LR4 LR4
LRSA
LRSA
LR4 LR4 LR4 LR4
LP8 LP8
LP8
LP8
LWS
RCRC
10
A-5.41
LP8
LP8
LP8
LP8
LP8
LP8
LP8
LP8
LP8
LP8
LP8
LP8
ALIGNALIGN
8' - 0" TYPLR8
LR8
LR8
RC
TYP
RC
RC
LS4
RC RC RC
LWS
LWS
RC RC RC
ALIGN LR4 LR4 LR4
RC RC RC
RC EQEQ2' - 0"TYPE 2.4
8' -7 5/8" AFF
SLOPED
TYPE 2.4
2' - 0"2' - 0"
RC
SLOPED
TYPE 2.4
TYPE 2.4
8' -7 5/8" AFF
EQ EQ TYP
22
A-5.41 5
A-5.41
TYP
LWS LWS 23
A-5.41
TYPEQ58' - 0" (29) FULL TILESEQEQ EQ8' - 0" TYPCL
CL
LR8
LR8
LR8
LR8
LR8
LR8
LR8
LR8
LR8
LR8
8' - 0" TYPLP8
LP8
LP8
LP8
7
A-5.41
5
A-5.41
TYPE 2.2
10' -2" AFF
TYPE 1.4
8' -2" AFF
10' - 0" TYP4
A-5.41
3' - 0"8' - 0" TYPLR8
LR8
LR8
LR8
LR8
9
A-5.41
TYP
EQEQ
EQEQ
9' - 8"
TYPE 2.1
9' -0" AFF
TYPE 2.1
9' -0" AFF
TYP
TYP
TYP
EQEQ
WOOD PORTAL,
SEE MILLWORK
DWGS
3
A-5.41
TYP
3
A-5.41
TYP
3
A-5.41 TYP
TYP
TYP
7' - 9 1/2"
EXPOSED
TYPE 4.3
C100
TYPE 3.2
9' - 6" AFF
TYP
INTEGRATED RADIANT PANEL AND
LIGHT SHELVES BELOW (SHOWN AS
DASHED LINE) IN SOUTH FACING
CLASSROOMS ONLY (23_0000.19)
9
A-5.41
TYP
7
A-5.41 TYP
4
A-5.41
SIM/TYP
4
A-5.41
SIM/TYP
3
A-5.41TYP
7
A-5.41 SIM
7
A-5.41 SIM
3
A-5.41
7
A-5.41
TYP
TYP
22
A-5.41TYP5
A-5.41
TYP
7
A-5.41
LR4
LR4
WOOD VENEER CEILING
AT BUILT-IN BENCH,
SEE MILLWORK DWGS
RC
TYPE 3.2
9' - 6" AFF
22
A-5.41
21
A-5.41
21
A-5.41
TYP
TYP
9
A-5.41
3
3
3
3
3
3
1. REFER TO SHEET A-1.21A FOR CEILING LEGEND AND CEILING TYPES.
2. NOT ALL LIGHTING IS SHOWN FOR CLARITY (IE. UNDERCOUNTER AND VERTICAL WALL
ACCENT FIXTURES, ETC). REFER TO ELEC DWGS FOR FULL SCOPE LIGHTING PLANS.
3. REFER TO ELECTRICAL DWGS FOR MORE INFORMATION.
4. ALL CEILING GRIDS TO BE CENTERED IN ROOM UNLESS OTHERWISE NOTED.
5. ALL LIGHTING FIXTURES LOCATED AT A GWB CEILING OR EXPOSED CEILING, ASSUME
LOCATION TO BE CENTERED IN THE ROOM UNLESS OTHERWISE NOTED.
6. ALL SPRINKLER HEADS AT ACT CEILING, SHALL BE INSTALLED CENTERED OF TILE, UNLESS
OTHERWISE NOTED.
7. REFER TO FLOOR PLANS FOR WALL TYPES.
8. PAINT UNDERSIDE OF ALL STAIR ASSEMBLIES.
9. ALL ACCESS PANELS IN CEILINGS TO BE PAINTED.
10. REFER TO EXTERIOR ELEVATIONS FOR QUANTITIES, LOCATIONS AND MOUNTING HEIGHTS
FOR ALL EXTERIOR LIGHTS.
11. REFER TO ELECTRICAL/FIRE ALARM DRAWINGS FOR SMOKE DETECTOR QUANTIFIES AND
LOCATIONS.
REFLECTED CEILING PLAN NOTES
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/19/2021 10:48:54 AMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-1.21C
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
FIRST FLOOR
REFLECTED CEILING
PLAN - PART C
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
1 FIRST FLOOR REFLECTED CEILING PLAN - PART C
2 2/12/21 ADDENDUM 2
3 2/18/21 ADDENDUM 3
TVETVETVE TVE TVE
TVE TVE
TVE TVE TVE TVE TVE
TVETVETVE
AN AN
AN
AN
AN
AN
AN
ANAN
AN
AN
AN
AN AN
TVE
TVE
TAN
AN
TVEAN
TVE
TVETVETVE
AN AN AN
AN
AA
BB
CC
D.1
D.1
B.5
B.4
D1
D1
D2
D3
D4
D5
D6 D8
D10
D11
D14
D15
D16
D16
D17
D18
D19 D21
D22
D23
D24
D25
D25
D
D
MATCHLINE - PART C
MATCHLINE - PART D
MATCHLINE - PART C
MATCHLINE - PART D
ALIGN ALIGN
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
D111
TYPE 1.4
11' -0" AFF
TYPE 2.3
8' -0" AFF
D117
TYPE 1.1
8' -0" AFF
D119
TYPE 2.2
7' -2" AFF
TYPE 2.3
8' -0" AFF
D121
TYPE 2.3
8' -0" AFF
D122
TYPE 3.4
8' -8" AFF
D100B
TYPE 2.2
7' -2" AFF
TYPE 1.1
9' -0" AFF
D124
TYPE 1.1
9' -0" AFF
D126
TYPE 3.4
8' -8" AFF
D100C
TYPE 2.3
8' -0" AFF
D128
TYPE 2.3
8' -0" AFF
D132
TYPE 2.3
8' -0" AFF
D133
TYPE 3.4
8' -8" AFF
D100D
TYPE 1.1
9' -0" AFF
D134
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
D120
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
D118
TYPE 1.1
9' -10" AFF
D116
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
D114
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -0" AFF
D112
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
D110
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
D108
TYPE 1.1
9' -10" AFF
D106
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
D104
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
D102
TYPE 1.1
9' -0" AFF
D115
TYPE 1.1
9' -10" AFF
D101
TYPE 1.4
11' -0" AFF
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
D103
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
D105
TYPE 1.1
9' -10" AFF
D107
TYPE 1.4
11' -0" AFF
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
D109
TYPE 1.1
9' -10" AFF
D113
TYPE 1.4
7' -6" AFF
TYPE 1.4
7' -6" AFF
TYPE 1.4
7' -6" AFF
TYPE 1.4
7' -6" AFFTYPE 1.4
7' -6" AFF
TYPE 2.2
7' -2" AFF
TYPE 1.4
7' -6" AFF
TYPE 1.4
7' -6" AFF
TYPE 1.4
7' -6" AFF
TYPE 1.4
7' -6" AFF
TYPE 1.4
7' -6" AFF
TYPE 2.2
7' -2" AFF
EXPOSED
TYPE 4.1
D123
EXPOSED
TYPE 4.1
D127
TYPE 1.4
7' -6" AFF
TYPE 1.4
7' -6" AFF
TYPE 1.4
7' -6" AFF
TYPE 1.4
7' -6" AFFTYPE 1.4
7' -6" AFF
TYPE 3.4
8' -8" AFF
D100A
JJii C115 C116EXPOSED
TYPE 4.1
D131
EXPOSED
TYPE 4.1
D125
TYPE 1.5
10' -0" AFF
TYPE 1.5
10' -0" AFF
TYPE 3.2
9' - 6" AFF
TYPE 2.2
9' -0" AFF
TYPE 2.2
9' -0" AFF
TYPE 2.2
7' -6" AFF
ALIGNALIGNALIGN
ALIGNALIGNALIGN
ALIGN
ALIGNALIGNEQEQ
(2) FULL TILES
8' - 0"EQ
ALIGNALIGN EQALIGN
ALIGN
EQ
(2) FULL TILES
8' - 0"EQ
ALIGN
ALIGN
ALIGNALIGN ALIGNALIGNALIGN
ALIGNALIGN ALIGN(EQ) TYP.CUT TILEALIGN ALIGN
ALIGN
ALIGN
ALIGN
ALIGNALIGNALIGN
ALIGN ALIGN
ALIGN
ALIGNALIGN
ALIGNALIGNALIGNALIGN
ALIGN
ALIGNALIGN
23_8235.0123_8235.01
ALIGN
TYPE 3.4
8' -8" AFF
D100D
TYPE 1.1
9' -0" AFF
D100
TYPE 1.1
9' -0" AFF
D100
EXPOSED
TYPE 4.2
D136
EXPOSED
TYPE 4.2
D100
TYPE 1.1
9' -0" AFF
D109A
TYPE 2.3
9' -0" AFF
D130
TYPE 2.3
9' -0" AFF
D129
TYPE 1.1
9' -0" AFF
D100
TYPE 1.1
9' -0" AFF
D100
TYPE 1.1
9' -0" AFF
D100
TYPE 1.1
9' -0" AFF
D100
EXPOSED
TYPE 4.2
D135 EQEQ EQ 3' - 0"2' - 6"2' - 6"
EQ EQ2' - 6"2' - 6"3' - 0"EQ8' - 0" TYPALIGNALIGN
ALIGN
ALIGN
8' - 0" TYPALIGNALIGNALIGN
23_8235.01
23_8235.01
23_8235.01
23_8235.01 23_8235.01
2' - 0"12' - 0" TYP.10' - 0" TYP.
2' - 0"2' - 8 3/16"OPEN TO ABOVE
OPEN TO ABOVE
TYPE 2.4
8' -4 1/2" AFF
TYPE 2.2
11' -8" AFF
ST-D2
WOOD VENEER CEILING AT
BUILT-IN BENCH, SEE
MILLWORK DWGS
UNDERSIDE OF STAIRS
UNDERSIDE OF STAIRS
3' - 0"EQEQEQ EQTYPE 2.2
11' -8" AFF
ST-D1
FULL TILE
WOOD VENEER CEILING AT
BUILT-IN BENCH, SEE
MILLWORK DWGS
EQEQ
EQEQ18
A-5.41
18
A-5.41
18
A-5.41
18
A-5.41
18
A-5.41
18
A-5.41
18
A-5.41
17
A-5.41 17
A-5.41
17
A-5.41 17
A-5.41
23_8235.01
10
A-5.41
10
A-5.41 10
A-5.41
10
A-5.41
10
A-5.41
TYPE 2.2
11' -0" AFF
TYPE 2.2
11' -0" AFF
1' - 8"D12 D13 D20D9
15
A-5.4122' - 0" (11) FULL TILES22' - 0" (11) FULL TILES10' - 0" TYP 12' - 0" TYPTYP
23_0000.19
23_0000.19
TYPE 2.2
7' -6" AFF
TYPE 2.2
7' -2" AFF
EQLR8
FELT RIVER #4
SEE DWG A-5.44
FOR MORE INFO
FELT RIVER #4
SEE DWG A-5.44
FOR MORE INFO
LR4 LR4 LR4LS4
TYP
LR8
LS4
LR8
LR8
RC
TYP
LWS
LWS
RC RC RC
RC
RC RC
RC
RC
LP8
LP8
LP8
8
A-5.41
23_8235.01
AT 11'-0" AFF
23_8235.01
AT 11'-0" AFF
8
A-5.41
LR4 LR4 LR4 LR4 LR4 LR4 LR4
LR4
LR4 LR4 LR4 LR4 LR4 LR4 LR4 LR4 LR4 LR4 LR4 LR4 LR4 LR4 2' - 0"
RC RC
RC
RC
LR4 LR4
LR8
LR8
LR8
RC
LP4
LP4
LR4 LR4
3
A-5.41
LP8
LP8
LS4
LR4 LR4
LS4
7
A-5.41
LP8LP8 LP8
LP8LP8LP8
SIM
LP8
LP8 LP8
LP8 LP8
LP8LP8
LP8LP8
LP8 LP8
LP8 LP8 LP8
LP8LP8 LP8
LP8
LP8
LP8
LP8 LP8
LP8LP8LP8LP8
LP8LP8LP8
LP8
LP8 LP8
LP8 LP8
LP8
LP8 LP8 LP8
LP8LP8LP8
LP8 LP8
LP8
LP8LP8LP8
LP8
LP8 LP8
LP8 LP8
LP8
LP8 LP8
LP8 LP8 LP8 LP8
LP8
LP8LP8
LP8LP8
LP8LP8
LP8LP8
LP8
LP8LP8
LP8 LP8
LR4
LR4
RC
TYPE 2.1
9' -0" AFF
TYPE 2.1
9' -0" AFF
WOOD PORTAL
SEE MILLWORK
DWGS
TYPE 2.1
9' -0" AFF
TYPE 2.1
9' -0" AFF
LR4 LR4 LR4
LR4 LR4
LR4
LWS
LWS
LRSA
LRSALRSA
LRSA
LR4 LR4 LR4 LR4 LR4 LR4 LR4 LR4 LR4 LR4
LWS
LRSA
LRSA
LP4
LP4
5' - 6 1/2"
LWS LWS
LR4 LR4 LR4 LR4
LP8
LP8LP8
LP8LP8
LP8
7
A-5.41
SIM
LP8
LP8 LP8
LP8 LP8
LP8
TYP
11
A-5.41
9
A-5.41
1' - 8"LR4 LR4
12' - 0" (6) FULL TILES
3
A-5.41
7
A-5.41
3
A-5.41
TYP
4
A-5.41
SIM
9
A-5.41 TYP
LRSA
LRSA
TYP
7
A-5.41 TYP
23_8235.01
RC
LWS
9
A-5.41
21
A-5.41 21
A-5.41
21
A-5.41
3
3 3
33
1. REFER TO SHEET A-1.21A FOR CEILING LEGEND AND CEILING TYPES.
2. NOT ALL LIGHTING IS SHOWN FOR CLARITY (IE. UNDERCOUNTER AND VERTICAL WALL
ACCENT FIXTURES, ETC). REFER TO ELEC DWGS FOR FULL SCOPE LIGHTING PLANS.
3. REFER TO ELECTRICAL DWGS FOR MORE INFORMATION.
4. ALL CEILING GRIDS TO BE CENTERED IN ROOM UNLESS OTHERWISE NOTED.
5. ALL LIGHTING FIXTURES LOCATED AT A GWB CEILING OR EXPOSED CEILING, ASSUME
LOCATION TO BE CENTERED IN THE ROOM UNLESS OTHERWISE NOTED.
6. ALL SPRINKLER HEADS AT ACT CEILING, SHALL BE INSTALLED CENTERED OF TILE, UNLESS
OTHERWISE NOTED.
7. REFER TO FLOOR PLANS FOR WALL TYPES.
8. PAINT UNDERSIDE OF ALL STAIR ASSEMBLIES.
9. ALL ACCESS PANELS IN CEILINGS TO BE PAINTED.
10. REFER TO EXTERIOR ELEVATIONS FOR QUANTITIES, LOCATIONS AND MOUNTING HEIGHTS
FOR ALL EXTERIOR LIGHTS.
11. REFER TO ELECTRICAL/FIRE ALARM DRAWINGS FOR SMOKE DETECTOR QUANTIFIES AND
LOCATIONS.
REFLECTED CEILING PLAN NOTES
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/19/2021 10:49:16 AMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-1.21D
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
FIRST FLOOR
REFLECTED CEILING
PLAN - PART D
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
1 FIRST FLOOR REFLECTED CEILING PLAN - PART D
2 2/12/21 ADDENDUM 2
3 2/18/21 ADDENDUM 3
ANANANANTVE
TVE
K
L.9
UV
V
W
W
R
B1
B4
B14
B17
A2
A5
A9
A10
A15
A17
MATCHLINE -PART A
MATCHLINE -PART B
V.5
V.5
A3
A8
A11
A12
A14
T SS.2
M.9
N.4
N.9P
P
B2
K.8
B16
B9
B6
L.5
A4
A1
A6
A7
REFER TO FIRST FLOOR
REFLECTED CEILING PLAN
A-4.27
1
A-4.23
1
REFER TO FIRST FLOOR REFLECTED
CEILING PLAN
A-4.20
2
MUSIC
A102
MUSIC
A104
MUSIC ENSEMBLE
A106A
MUSIC ENSEMBLE
A104A
MUSIC
A106
AUDITORIUM
A109
AUDITORIUM
A109F
STAGE
A116A
REFER TO FIRST FLOOR
REFLECTED CEILING PLAN
REFER TO FIRST FLOOR
REFLECTED CEILING PLAN
REFER TO FIRST FLOOR
REFLECTED CEILING PLAN
REFER TO FIRST FLOOR
REFLECTED CEILING PLAN
REFER TO FIRST FLOOR
REFLECTED CEILING PLAN
CAF STORAGE
A115
AUDITORIUM LOBBY
A100
CORRIDOR
A100B
V.9
V.9
S.8
T.2
U.1
S.5
S.1
B12
B11
B10
B8
B13
B5
B7
CUST STOR
B202
IEP SM CONF
B201
17' - 10"
3' - 8"
3' - 6"
EQ
LR8
LR8LW4
LW8
LW4
8' - 0 " TYP
TYPE 2.4
10' -0" AFF
ST-B1
5' - 0"
3SLOPED
TYPE 2.4
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/8" = 1'-0"2/19/2021 10:49:38 AMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-1.22A
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
SECOND FLOOR
REFLECTED CEILING
PLAN - PART A
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
1 SECOND FLOOR REFLECTED CEILING PLAN - PART A
NOTE:
REFER TO SHEET A-1.21A FOR CEILING LEGEND AND CEILING TYPES.
3 2/18/21 ADDENDUM 3
AN
AN
AN
AN
TVETVE
TVETVE
TVE
AN
AN
TVEAN AN
AN
AN
AN
AN
AN
AN
AN
AN
AN
AN
TVETVETVE
TVETVE H.1
K
N
C5
C7
C9
C11
B14 B20
B24
B24
B17
B22
B22
A17
M.5
B18
H
C13
C15
C17
C19
C21
J J
MATCHLINE - PART AMATCHLINE - PART BMATCHLI
NE
-PART AMATCHLI
NE
-PART BMATCHLINE -PART B
MATCHLINE -PART C
MECHANICAL
B219
TYPE 2.3
9' -0" AFF
B209
TYPE 2.3
9' -0" AFF
B213
TYPE 2.3
9' -0" AFF
B214
EXPOSED
TYPE 4.1
B212
A12
B21
B21
B25
B25
B28
B28
B29
B29
P.7
M
N.4
N.7
N.9
P
A22
L L
K.8 K.8
H.8
H.8
B19
B15 B16
EXPOSED
TYPE 4.1
B211
TYPE 1.5
10' -0" AFF
TYPE 1.5
10' -0" AFF
L.5
J.7
B33
B33
A-4.49
1
CLEQ
CORRIDOR
A100B
MEDIA CENTER
B203
INNOVATION / MEDIA LAB
B205
MEDIA WORK
B204
MEDIA CENTER
B203
GYMNASIUM
B123
A-4.45
1
S.5
S.1
M.3
L.6
B30
B30
B12
B11B10 B13
K.1
J.3 J.3
N.5
A26
COMPUTER LAB
B206
LOBBY
B200
IT TECH WORK
B216
IT EQUIPMENT
B218
IT DIRECTOR
B217
GUID WAIT RM
B221
MDF
B220
GUID STOR
B222
GUID
B223
GUID
B224
ELEV B1
EL-B1
RECORDING
B205B RECORDING
B205A
CUST STOR
B202
IEP SM CONF
B201
EXPOSED
TYPE 4.2
B208
EXPOSED
TYPE 4.2
B225
N.6
10
A-5.41
10
A-5.41
7
A-5.41
EQ
(2) FULL TILES
8' - 0"EQ
60' - 0" (30) FULL TILESEQEQ
(2) FULL TILES
8' - 0"
SKYLIGHT
SKYLIGHT
SKYLIGHT
SKYLIGHT
SKYLIGHT
SKYLIGHT
SKYLIGHT
SKYLIGHT
P.1EQEQ7
A-5.41
17' - 10"EXPOSED
TYPE 4.2
ST-B1
3' - 8"3' - 6"LR8
LR8
LR8
LR8
8' - 0" TYPLR8
EQ
LR8
LR8
EQ44' - 0" (22) FULL TILESEQLR8
LR8
LR8
LR8
LR8
LW4
LW8
LW4 8' - 0" TYPLS4
LWS
LWS
2' - 6"EQ EQ EQ EQEQ
TYPE 2.3
9' -0" AFF
B210
EQEQEQ
3' - 0"3' - 0"RCRCRCRC
RC RC RC RC
LWS
LWS
TYP
LS4
TYP
EQEQEQEQEQEQ4' - 0"EQEQEQEQEQEQ4' - 0"EQEQEQEQEQEQ4' - 0"EQEQEQEQEQEQ4' - 0"EQEQEQEQEQEQEQEQEQEQEQEQ4' - 0"4' - 0"EQEQEQEQEQEQ4' - 0"1' - 0"EQ EQ
TYPE 2.3
9' -10" AFF
RC
RC
RC
2' - 6"
3
3
TYPE 2.4
10' -0" AFF
ST-B1 5' - 0"3
SLOPED
TYPE 2.4
1. REFER TO SHEET A-1.21A FOR CEILING LEGEND AND CEILING TYPES.
2. NOT ALL LIGHTING IS SHOWN FOR CLARITY (IE. UNDERCOUNTER AND VERTICAL WALL
ACCENT FIXTURES, ETC). REFER TO ELEC DWGS FOR FULL SCOPE LIGHTING PLANS.
3. REFER TO ELECTRICAL DWGS FOR MORE INFORMATION.
4. ALL CEILING GRIDS TO BE CENTERED IN ROOM UNLESS OTHERWISE NOTED.
5. ALL LIGHTING FIXTURES LOCATED AT A GWB CEILING OR EXPOSED CEILING, ASSUME
LOCATION TO BE CENTERED IN THE ROOM UNLESS OTHERWISE NOTED.
6. ALL SPRINKLER HEADS AT ACT CEILING, SHALL BE INSTALLED CENTERED OF TILE, UNLESS
OTHERWISE NOTED.
7. REFER TO FLOOR PLANS FOR WALL TYPES.
8. PAINT UNDERSIDE OF ALL STAIR ASSEMBLIES.
9. ALL ACCESS PANELS IN CEILINGS TO BE PAINTED.
10. REFER TO EXTERIOR ELEVATIONS FOR QUANTITIES, LOCATIONS AND MOUNTING HEIGHTS
FOR ALL EXTERIOR LIGHTS.
11. REFER TO ELECTRICAL/FIRE ALARM DRAWINGS FOR SMOKE DETECTOR QUANTIFIES AND
LOCATIONS.
REFLECTED CEILING PLAN NOTES
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/19/2021 10:50:01 AMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-1.22B
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
SECOND FLOOR
REFLECTED CEILING
PLAN - PART B
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
1 SECOND FLOOR REFLECTED CEILING PLAN - PART B
2 2/12/21 ADDENDUM 2
3 2/18/21 ADDENDUM 3
ANAN
ANANANANAN
AN AN AN
AN AN
TVETVETVETVETVETVE
TVETVETVE
TVE TVE TVE TVE
AN AN
AN
TVE TVEAN
AN
T VETVE
TVE
TVE
TVE
AN
AN
AN
AN
AN
AN
ANTVE
AN
AN
AN
AN
AN
AN
AN
AN
AN
AN
TVE
TVE
T
T TVETVE
TVE
TVE
TVE
TVE
D.1
D.1
E E
F F
G G
H.1 H.1
F.4
D1 D2
D3 D4
D5
D10
D14
C1
C1
C2
C3
C4
C5
C6
C7
C8 C9
C9 C11
D16
D18
D22
D24
D
D
H H
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C22
MATCHLINE -PART C
MATCHLINE -PART D
MATCHLINE -PART C
MATCHLINE -PART D
MATCHLINE - PART B
MATCHLINE - PART C
MATCHLINE - PART B
MATCHLINE - PART C
TYPE 1.1
9' -10" AFF
C217
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
C215
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -0" AFF
C238
TYPE 2.2
10' -6" AFF
ST-C2
TYPE 1.1
9' -10" AFF
C214
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
C212
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -0" AFF
C233
TYPE 1.1
10' -2" AFF
C235
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
C210
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
C206
TYPE 1.1
9' -0" AFF
C225A
TYPE 1.1
10' -2" AFF
C225
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
C202
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
C202
TYPE 1.1
9' -0" AFF
C216
TYPE 2.2
10' -6" AFF
ST-C1
TYPE 1.4
7' -6" AFF
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
C201
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
C203
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
C205
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
C207
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
C209
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
C211
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
C213
TYPE 1.4
7' -6" AFF
TYPE 1.4
7' -6" AFF
TYPE 3.4
8' -8" AFF
C200D
TYPE 2.3
8' -0" AFF
C237
TYPE 1.1
8' -0" AFF
C236
TYPE 2.3
8' -0" AFF
C323
TYPE 2.3
8' -0" AFF
C231TYPE 3.4
8' -8" AFF
C200C
TYPE 1.1
9' -0" AFF
C229
TYPE 1.4
7' -6" AFF
TYPE 1.4
7' -6" AFF
TYPE 3.4
8' -8" AFF
C200BTYPE 1.1
7' -0" AFF
C226
TYPE 2.3
9' -0" AFF
C221
TYPE 2.3
9' -0" AFF
C222
TYPE 2.3
8' -0" AFF
C218
TYPE 2.3
8' -0" AFF
C219
TYPE 3.4
8' -8" AFF
C200A
TYPE 1.4
7' -6" AFF
TYPE 1.4
7' -6" AFF
TYPE 2.2
7' -2" AFF
TYPE 1.4
7' -6" AFF
TYPE 1.4
7' -6" AFF
TYPE 1.4
7' -6" AFF
EXPOSED
TYPE 4.1
C230
EXPOSED
TYPE 4.1
C228
EXPOSED
TYPE 4.1
C227
WOOD PORTAL, SEE
MILLWORK DWGS
WOOD PORTAL, SEE
MILLWORK DWGS
WOOD PORTAL, SEE
MILLWORK DETAILS
WOOD PORTAL,
SEE MILLWORK
DWGS
F.5
D.7
D.3
D.5
JJ
ii
C115
C115
C116
EXPOSED
TYPE 4.2
C239
TYPE 3.2
9' - 6" AFF
TYPE 1.4
8' -2" AFF
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
C208
TYPE 1.4
7' -6" AFF
TYPE 2.2
7' -2" AFF
TYPE 1.1
9' -0" AFF
C208A
TYPE 2.2
9' -0" AFF
TYPE 1.5
10' -0" AFF
TYPE 2.2
9' -0" AFF
TYPE 1.5
10' -0" AFF
TYPE 2.2
7' -6" AFF
TYPE 1.5
10' -0" AFF
TYPE 1.5
10' -0" AFF
TYPE 2.2
9' -0" AFF
TYPE 1.5
10' -0" AFF
TYPE 2.2
7' -6" AFF
TYPE 2.2
7' -2" AFF
TYPE 1.4
7' -6" AFF
TYPE 1.4
7' -6" AFF
TYPE 2.2
9' -0" AFF
TYPE 1.5
10' -0" AFF
TYPE 2.2
7' -2" AFF
TYPE 1.4
7' -6" AFF
TYPE 1.4
7' -6" AFF
ALIGN
ALIGN ALIGN
ALIGNALIGN
EXPOSED
TYPE 4.3
C224
EQ
(2) FULL TILES
8' - 0"EQ
EQ
(2) FULL TILES
8' - 0"EQ
EQ
(2) FULL TILES
8' - 0"EQ
EQEXPOSED
TYPE 4.2
C240
EQ
(2) FULL TILES
8' - 0"EQ
ALIGN
ALIGNALIGNALIGN
EXPOSED
TYPE 4.2
C234
EQ
(2) FULL TILES
8' - 0"EQ
ALIGN ALIGNALIGN
12' - 0" TYP10' - 0" TYP
ALIGN ALIGN ALIGNALIGN
ALIGN
ALIGN
ALIGN
ALIGN
ALIGN
ALIGN
TYPE 1.1
9' -0" AFF
C200
ALIGN EQEXPOSED
TYPE 4.2
C241
EXPOSED
TYPE 4.2
C2438' - 0"FULL TILEALIGNALIGN
ALIGNALIGN
ALIGNALIGNALIGNALIGN10' - 0"TYPE 1.4
8' -2" AFF
TYPE 1.1
9' -0" AFF
C100
EXPOSED
TYPE 4.2
C200
ALIGN
ALIGNALIGNALIGNALIGN
6' - 0"6' - 0"
ALIGN
TYPE 1.1
9' -0" AFF
C200
TYPE 1.1
9' -0" AFF
C200
ALIGN
ALIGN5
A-5.58 ALIGNALIGN8' - 0" TYPEQ
(2) FULL TILES
8' - 0"EQ
2' - 6"2' - 6"2' - 6 1/2"EQ7' - 4"ALIGNALIGN2' - 6"2' - 6"2' - 6"EQ2' - 6"EQ EQ
18
A-5.41
18
A-5.41
18
A-5.41
18
A-5.41
18
A-5.41
3' - 0"
EQEQ
ALIGNALIGN ALIGN ALIGN ALIGN ALIGN
ALIGN ALIGN
ALIGN ALIGN
ALIGN
ALIGN
17
A-5.41
17
A-5.4117
A-5.41
17
A-5.41
EXPOSED
TYPE 4.1
C227
21
A-5.41
10
A-5.41
10
A-5.41 10
A-5.41
10
A-5.41
TYPE 2.2
11' -0" AFF
TYPE 2.2
11' -0" AFF
23_8235.01
TYPE 2.2
10' -6" AFF
D12 D13
D20
ALIGNALIGNALIGNALIGNTYPE 3.4
8' -8" AFF
C200A
D9
TYPE 2.2
9' -0" AFF EQ58' - 0" (29) FULL TILES2' - 6"EQ EQ
22' - 0" (11) FULL TILESEQEQ24' - 0" (12) FULL TILESEQ22' - 0" (11) FULL TILESEQ EQ
10' - 0" 5 FULL TILES 24' - 0" (12) FULL TILESEQEQ10' - 0" (5) FULL TILES
7' - 4"EQ40' - 0" (20) FULL TILESEQEQTYPE 2.2
10' -2" AFF
TYPE 1.4
9' -10" AFF
TYPE 1.4
9' -10" AFF EQEQEQEQ8' - 0" TYPRC
LR8
LR8
LR8
FELT RIVER #3
SEE DWG A-5.44
FOR MORE INFO
FELT RIVER #3
SEE DWG A-5.44
FOR MORE INFO
3
A-5.41
TYP
3
A-5.41
TYP
7
A-5.41
TYP
7
A-5.41
TYP
3
A-5.41TYP
7
A-5.41
SIM
7
A-5.41
SIM
RC RC RC
RCRCRC
LR8
LR8
LR8
TYP
RC
LR8
LR8
LR8
LR8
LR8
8' - 0" TYPLR8
LR8
LR8
LWS
7
A-5.41
SIM
LR4
LR4
LWS
RC
LR4LR4LR4LR4LR4LR4LR4LR4LR4LR4
LWS LWS
LR4
LR8
LR8
LR8
RC
LR4 LR4
LP8
LP8 LP8
LP8 LP8
LP8 LP8
LP8
LP8 LP8
LP8
LR4LR4LR4
LR4LR4 LR4 LP4
LP6
LP4 LR4
RC
LWS
LR4 LR4
LRSA
LRSA
LR4
LR4
LP8LP8LP8
LP8 LP8 LP8
LP8 LP8 LP8
LP8 LP8 LP8LP8LP8LP8
LP8 LP8 LP8
LP8LP8LP8
LP8 LP8 LP8LP8LP8LP8
LP8 LP8 LP8LP8
LP8LP8
LP8LP8
LP8LP8LP8
LP8 LP8
LP8LP8
LP8 LP8
LP8LP8LP8
LP8 LP8 LP8
INTEGRATED RADIANT PANEL AND
LIGHT SHELVES BELOW (SHOWN AS
DASHED LINE) IN SOUTH FACING
CLASSROOMS ONLY (23_0000.19)
INTEGRATED RADIANT PANEL AND
LIGHT SHELVES BELOW (SHOWN AS
DASHED LINE) IN SOUTH FACING
CLASSROOMS ONLY (23_0000.19)
3
A-5.41TYP
LR4
LP8LP8LP8
LP8 LP8 LP8LP8
LP8LP8
LP8LP8
LP8
LP8LP8LP8LP8
LP8 LP8 LP8 LP8
LRSA
LRSA
LS4
LR4LR4LR4
LS4
LR4LR4
LR4LR4
LP4
LP6
LP4 LR4 LR4
LRSA
LRSA
LR4LR4
LR4LR4
LRSA
LRSA
LR4 LR4
LR4LR4
RCRC RC
RCRC RC
LP8 LP8 LP8
LP8LP8LP8 LP8
LP8 LP8
LP8 LP8
LP8
LR4
LS4 LWS
LWS
RC
RC RC
RC
RC RC RC
3' - 0"2' - 6"2' - 6"
TYP
EQEQ
RC1' - 10"1' - 10"LP8
LP8
LP8
LP8
LR4 LR4 LR4 LR4
RC
LR4
LR4
LR8
LR8
LR8
LR8
LR8
LR8
LR8
LP8
LP8
LP8
LP8
TYP
RCEQ7' - 4"7' - 4"EQEXPOSED
TYPE 4.2
C200
EQEQ
TYP
EQEQ
7' - 8 1/2"
EQEQ
23
A-5.41
TYPE 2.1
9' -0" AFF
TYPE 2.1
9' -0" AFF
TYP
TYPE 2.1
9' -0" AFF
TYPE 2.1
9' -0" AFF
TYPE 2.1
9' -0" AFF
EQEQ
9' - 6 1/2"
7
A-5.41
SIM
4
A-5.41
SIM/TYP
4
A-5.41
SIM/TYP
22
A-5.41
7
A-5.413
A-5.41
4
A-5.41
4
A-5.41
TYP
TYP
9
A-5.41
TYP
9
A-5.41
TYP
9
A-5.41
TYP
9
A-5.41
TYP 9
A-5.41
TYP 21
A-5.41 TYP
7
A-5.41 8
A-5.41
4
A-5.41TYP
7
A-5.41
8
A-5.41
4
A-5.41 TYP
2' - 6"3' - 0"4
A-5.41
SIM/TYP
TYPE 3.2
9' - 6" AFF
TYP
22
A-5.41TYP
TYPE 2.3
8' -0" AFF
C237
5
A-5.41
RC
3
3
3
3
3
3
1. REFER TO SHEET A-1.21A FOR CEILING LEGEND AND CEILING TYPES.
2. NOT ALL LIGHTING IS SHOWN FOR CLARITY (IE. UNDERCOUNTER AND VERTICAL WALL
ACCENT FIXTURES, ETC). REFER TO ELEC DWGS FOR FULL SCOPE LIGHTING PLANS.
3. REFER TO ELECTRICAL DWGS FOR MORE INFORMATION.
4. ALL CEILING GRIDS TO BE CENTERED IN ROOM UNLESS OTHERWISE NOTED.
5. ALL LIGHTING FIXTURES LOCATED AT A GWB CEILING OR EXPOSED CEILING, ASSUME
LOCATION TO BE CENTERED IN THE ROOM UNLESS OTHERWISE NOTED.
6. ALL SPRINKLER HEADS AT ACT CEILING, SHALL BE INSTALLED CENTERED OF TILE, UNLESS
OTHERWISE NOTED.
7. REFER TO FLOOR PLANS FOR WALL TYPES.
8. PAINT UNDERSIDE OF ALL STAIR ASSEMBLIES.
9. ALL ACCESS PANELS IN CEILINGS TO BE PAINTED.
10. REFER TO EXTERIOR ELEVATIONS FOR QUANTITIES, LOCATIONS AND MOUNTING HEIGHTS
FOR ALL EXTERIOR LIGHTS.
11. REFER TO ELECTRICAL/FIRE ALARM DRAWINGS FOR SMOKE DETECTOR QUANTIFIES AND
LOCATIONS.
REFLECTED CEILING PLAN NOTES
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/19/2021 10:50:21 AMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-1.22C
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
SECOND FLOOR
REFLECTED CEILING
PLAN - PART C
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
1 SECOND FLOOR REFLECTED CEILING PLAN - PART C
2 2/12/21 ADDENDUM 2
3 2/18/21 ADDENDUM 3
TVETVE
TVE
TVE TVE TVE TVE
TVE
TVE
TVETVE
TVE
TVE
TVE
AN AN
AN
AN AN AN
AN
AN
AN
AN
AN
AN
AN
AN
AN
AN
TVEAN
AN
AN
AN
AN
AN
TVE TTVEAN
TVE
TVETVETVE
AA
BB
CC
D.1D.1
B.5
B.4
D1
D1
D2
D2 D3
D4
D5
D6 D8
D10
D11
D14
D15
D16
D17
D17 D18
D19 D21
D22
D23
D24
D25
D25
DD
MATCHLINE - PART C
MATCHLINE - PART D
MATCHLINE - PART C
MATCHLINE - PART D
TYPE 1.1
9' -10" AFF
D220
TYPE 1.1
9' -10" AFF
D218
TYPE 1.1
9' -0" AFF
D226
TYPE 1.1
9' -10" AFF
D216TYPE 2.3
9' -0" AFF
D228
TYPE 2.3
8' -0" AFF
D233
TYPE 1.1
9' -10" AFF
D214
TYPE 1.4
7' -6" AFF
TYPE 1.4
7' -6" AFF
TYPE 1.4
7' -6" AFF
TYPE 1.4
7' -6" AFFTYPE 1.4
7' -6" AFF
TYPE 1.4
11' -0" AFF TYPE 1.4
11' -0" AFF
TYPE 1.4
11' -0" AFF
TYPE 2.2
7' -2" AFF
TYPE 2.2
7' -2" AFF
TYPE 2.2
10' -6" AFF
ST-D2
TYPE 2.3
9' -0" AFF
D229
TYPE 2.3
9' -0" AFF
D230
TYPE 1.1
9' -0" AFF
D209A
TYPE 1.1
9' -10" AFF
D209
TYPE 1.4
11' -0" AFFTYPE 1.1
9' -10" AFF
D207
TYPE 1.4
7' -6" AFF
TYPE 1.1
9' -10" AFF
D203
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
D201
TYPE 1.4
11' -0" AFF
TYPE 1.4
7' -6" AFF
TYPE 1.4
7' -6" AFF
TYPE 2.2
10' -6" AFF
ST-D1
TYPE 1.1
9' -0" AFF
D215
TYPE 2.3
8' -0" AFF
D222
TYPE 2.3
8' -0" AFF
D221
TYPE 2.2
8' -0" AFF
D219
TYPE 2.3
8' -0" AFF
D217
TYPE 3.4
8' -8" AFF
D200A TYPE 2.2
7' -2" AFF
TYPE 1.4
7' -6" AFF
TYPE 1.1
9' -10" AFF
D202
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
D204
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
D206
TYPE 1.1
9' -10" AFF
D208
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
D210
TYPE 1.4
11' -0" AFF
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
D212
TYPE 1.4
7' -6" AFF
TYPE 1.4
7' -6" AFF
TYPE 2.2
7' -2" AFF
TYPE 3.4
8' -8" AFF
D200B
TYPE 1.4
7' -6" AFF
TYPE 1.4
7' -6" AFFTYPE 2.2
7' -2" AFF
TYPE 1.1
9' -0" AFF
D224
TYPE 3.4
8' -8" AFF
D200C
TYPE 1.1
9' -0" AFF
D234
EXPOSED
TYPE 4.1
D227
EXPOSED
TYPE 4.1
D225
EXPOSED
TYPE 4.1
D223
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
D211
TYPE 1.1
9' -10" AFF
D213
TYPE 1.4
11' -0" AFF
WOOD PORTAL, SEE
MILLWORK DETAILS
JJii C115 C116
EXPOSED
TYPE 4.1
D231
TYPE 1.4
11' -0" AFF
TYPE 1.4
7' -6" AFF
TYPE 1.1
9' -10" AFF
D205TYPE 1.1
9' -0" AFF
D207A
TYPE 1.4
11' -0" AFF
TYPE 2.2
9' -0" AFF
TYPE 2.2
9' -0" AFF
TYPE 2.2
7' -6" AFF
TYPE 2.2
7' -6" AFF
TYPE 1.5
10' -0" AFF
ALIGN
EQ
(2) FULL TILES
8' - 0"EQ
ALIGN
ALIGN12' - 0" (TYP)10' - 0" (TYP)
TYPE 3.4
8' -8" AFF
D200D
ALIGN
ALIGN
ALIGN
ALIGN
ALIGN
ALIGN
ALIGN
ALIGN
ALIGN
ALIGN
ALIGNALIGNALIGN
ALIGN
ALIGN
ALIGN
ALIGN
ALIGN ALIGN
ALIGNALIGN
EXPOSED
TYPE 4.2
D236
ALIGNALIGN
TYPE 1.1
9' -0" AFF
ALIGNALIGN
ALIGN
ALIGN
EXPOSED
TYPE 4.2
D200
TYPE 1.1
9' -4" AFF
D232
ALIGNALIGN
ALIGNALIGN ALIGNALIGN
TYPE 2.3
9' -4" AFF
D238
ALIGN
ALIGN
ALIGNALIGN
ALIGN ALIGNALIGNALIGN
EXPOSED
TYPE 4.2
D200
EXPOSED
TYPE 4.2
D223
EQ
(2) FULL TILES
8' - 0"EQ
8' - 0" TYPTYPE 1.5
10' -0" AFF
ALIGN ALIGN ALIGNALIGN
ALIGN
ALIGN
TYPE 1.1
9' -0" AFF
D200
ALIGNALIGN 3' - 0"2' - 6"2' - 6"EQEQ
2' - 6"2' - 6"EQEQ
3' - 0"2' - 6"
18
A-5.41
18
A-5.41 2' - 6"2' - 6"2' - 6"2' - 6"
18
A-5.41
18
A-5.41
18
A-5.41
18
A-5.41
18
A-5.41
18
A-5.41
2' - 6"2' - 6"2' - 6"1' - 8"17
A-5.41 17
A-5.41
17
A-5.41
17
A-5.41
10
A-5.41
10
A-5.4110
A-5.41
10
A-5.41
10
A-5.41
TYPE 2.2
11' -0" AFF
TYPE 2.2
11' -0" AFF
5
A-5.58
10_2239.02
23_8235.01
D12 D13 D20D9
TYPE 2.2
7' -2" AFF TYPE 1.4
7' -6" AFF
EQ EQ
10' - 0" (5) FULL TILES
EQEQ
10' - 0" (5) FULL TILES
FULL TILE
EQ22' - 0" (11) FULL TILESEQ22' - 0" (11) FULL TILESEQEQ15
A-5.41
TYP
INTEGRATED RADIANT PANEL AND
LIGHT SHELVES BELOW (SHOWN AS
DASHED LINE) IN SOUTH FACING
CLASSROOMS ONLY (23_0000.19)
15
A-5.06
FELT RIVER #4
SEE DWG A-5.44
FOR MORE INFO
FELT RIVER #4
SEE DWG A-5.44
FOR MORE INFO
22
A-5.41
22
A-5.41
22
A-5.41
22
A-5.41 22
A-5.41TYPTYP
TYP TYP TYP
EQ8' - 8"EQTYPE 2.1
9' -0" AFF
TYPE 2.1
9' -0" AFF
LR4
ALIGN
23
A-5.41
TYP
5' - 6 1/2"EQ8' - 8"EQEQEQ
LP4
LP4
LR4 LR4 LR4 LR4
LR4 LR4
LR8
LR8
LP8
LWS LWS LWSLWS
LWS
LRSA
LRSA
LR4
LR4LR4
LP8
LP8
LP8LP8LP8
LP8
LP8LP8
LP8LP8
LR4
LP8
LP8LP8
LP8LP8LP8
LR4LR4
LR4LR4LR4
LP8LP8LP8
LP8LP8LP8
LR4 LR4
LR4
LR4
LR4LR4LR4LR4
LR4
LR4
LR4LR4LR4LR4LR4LR4
LP8
LP8
LR4LR4LR4
LR4
LR4LR4LR4LR4LR4LR4LR4LR4
LWS
LWS
LP8LP8LP8
LP8LP8
LP8LP8LP8
LP8LP8LP8
LP8LP8LP8
LP8LP8
LP8LP8LP8
LP8LP8LP8
LP8LP8LP8
LP8LP8
LP8LP8LP8
LP8 LP8 LP8 LP8
LP8
LP8
LP8LP8
LP8
LP8LP8LP8
LP8
LP8LP8
LP8LP8LP8 RC
LS4
RCLP8
LP8
LP8
LP8
LP8
LP8
LP8
LP8 LP8LP8
LP8
LR4
LR4 LR4
LR4 LR4
LR4
LP8
LP8
LP8
LP8
LP8
LP8
LP8
LP8
LR4
LP4LRSA
LRSA
LS4LS4LRSA
LRSA
LRSA
LRSA
LS8
RC
RC
LR4
LR4LR4
LR4
LR8
LR8
RC
RC RC RC
RC
RC RC
LWS
RC
RCRC
RC RC
RC
RC
RC
RC
RC
LR4
RC
RC
RC
RC
LP8
LP8
4
A-5.41
LP4
EQEQ 21
A-5.41 TYP
5' - 6 1/2"TYP
TYP
TYPE 2.1
9' -0" AFF
8
A-5.41
23_8235.01
AT 11'-0"" AFF
7
A-5.41 3
A-5.41
7
A-5.41
SIM
TYP
TYP
7
A-5.41 3
A-5.41
7
A-5.41
SIM
TYP
TYP
3
A-5.41
7
A-5.41
SIM
TYP
TYPE 2.1
9' -0" AFF
LR4
4
A-5.41
TYP
LP8
LR8
7
A-5.41
3
A-5.41
TYP
9
A-5.41TYP
EQEQ
TYP 1' - 8"9
A-5.41TYP
TYP
4
A-5.41
SIM/TYP
LR8
3
A-5.41
TYP
SIM
7
A-5.41
SIM/TYP
8
A-5.41
23_8235.01
AT 11'-0"" AFF
3
A-5.41
3
A-5.41
7
A-5.41
3
A-5.41
INTEGRATED RADIANT PANEL AND
LIGHT SHELVES BELOW (SHOWN AS
DASHED LINE) IN SOUTH FACING
CLASSROOMS ONLY (23_0000.19)
10' - 0" TYP 12' - 0" TYP21
A-5.41
21
A-5.41
TYPE 1.1
9' -0" AFF
D200
3 3
33
1. REFER TO SHEET A-1.21A FOR CEILING LEGEND AND CEILING TYPES.
2. NOT ALL LIGHTING IS SHOWN FOR CLARITY (IE. UNDERCOUNTER AND VERTICAL WALL
ACCENT FIXTURES, ETC). REFER TO ELEC DWGS FOR FULL SCOPE LIGHTING PLANS.
3. REFER TO ELECTRICAL DWGS FOR MORE INFORMATION.
4. ALL CEILING GRIDS TO BE CENTERED IN ROOM UNLESS OTHERWISE NOTED.
5. ALL LIGHTING FIXTURES LOCATED AT A GWB CEILING OR EXPOSED CEILING, ASSUME
LOCATION TO BE CENTERED IN THE ROOM UNLESS OTHERWISE NOTED.
6. ALL SPRINKLER HEADS AT ACT CEILING, SHALL BE INSTALLED CENTERED OF TILE, UNLESS
OTHERWISE NOTED.
7. REFER TO FLOOR PLANS FOR WALL TYPES.
8. PAINT UNDERSIDE OF ALL STAIR ASSEMBLIES.
9. ALL ACCESS PANELS IN CEILINGS TO BE PAINTED.
10. REFER TO EXTERIOR ELEVATIONS FOR QUANTITIES, LOCATIONS AND MOUNTING HEIGHTS
FOR ALL EXTERIOR LIGHTS.
11. REFER TO ELECTRICAL/FIRE ALARM DRAWINGS FOR SMOKE DETECTOR QUANTIFIES AND
LOCATIONS.
REFLECTED CEILING PLAN NOTES
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/19/2021 10:50:41 AMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-1.22D
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
SECOND FLOOR
REFLECTED CEILING
PLAN - PART D
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
1 SECOND FLOOR REFLECTED CEILING PLAN - PART D
2 2/12/21 ADDENDUM 2
3 2/18/21 ADDENDUM 3
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
MAXIMUM HEIGHT
+63' -2 3/8"
2
A-3.01
2
A-3.01
2-
A-3.12
2-
A-3.12
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
MAXIMUM HEIGHT
+63' -2 3/8"
3
A-3.01
3
A-3.01
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
MAXIMUM HEIGHT
+63' -2 3/8"
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
MAXIMUM HEIGHT
+63' -2 3/8"
3
A-3.01
3
A-3.01
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO.ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/16" = 1'-0"1/25/2021 4:09:52 PMC:\REVIT LOCAL\71010_DYIMS_CONSTRUCTION DOCUMENTS_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
A-2.01
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
100% CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
OVERALL EXTERIOR
ELEVATIONS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/16" = 1'-0"
REFERENCING VIEW: 1/ A-1.12A
3 OVERALL EXTERIOR ELEVATION (SOUTH)
1/16" = 1'-0"
REFERENCING VIEW: 1/ A-416
2 OVERALL EXTERIOR ELEVATION (EAST)
1/16" = 1'-0"
REFERENCING VIEW: 1/ A-416
1 OVERALL EXTERIOR ELEVATION (NORTH)
1/16" = 1'-0"
REFERENCING VIEW: 1/ A-416
4 OVERALL EXTERIOR ELEVATION (WEST)
5 _OVERALL EXTERIOR PERSPECTIVE
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
B1B4B14B17
MAXIMUM HEIGHT
+63' -2 3/8"SEE PART BEXTERIOR ELEVATIONS7
A-3.22
07_4246.01
B2B3B9B6
23_0000.08
EXT16EXT18
AUDITORIUM ROOF BEYOND
04_2000.11
EWA-3
EWA-1
EWA-2
EWA-2
1A1A1A1A1A1A1A1A1A1A1A
1A1A1A1A1A1A1A
1A
1A 1A
1A
G2B
G1B
CJCJ
CJ
1A
1A
2
A-3.22
2
A-5.14
1A1A1A1A1A1A1A1A
1A
1A
1A
1A 1A 1A 1A
08_4413.0308_4413.0308_4413.03
G1B G1B G1B G1B
B12 B11 B10 B8B13 B5B7
04_2000.03 04_2000.0404_2000.04
04_2000.0504_2000.08
04_2000.03
04_2000.07
07_6200.04
23_0000.0823_0000.08
05_5000.21 05_5000.21
07_4213.23.01
23_0000.08
08_5113.01
+28.20 ft+28.20 ft+28.20 ft 8' - 4"13' - 4"13' - 4"07_4213.23.12
1A
1A
1A
1A
1A
1A
13
A-5.05
Sim
A-3.26
1
EXT17
22_0000.32
C33 C32 C31
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
A2 A5 A9 A10 A15 A17
MAXIMUM HEIGHT
+63' -2 3/8"
G1BG1AG1AG1AG1AG1AG1BG1BG1AG1AG1AG1AG1BG1B SEE PART BEXTERIOR ELEVATIONS2
A-3.01
2
A-3.01
23_0000.08
A3 A8
A11
A12 A14 A19A18
EWA-2
EWA-3
EWA-2
CJ CJ CJ CJ CJ
A4A1 A6 A7
T.O.AUDITORIUM ROOF DECK
+60' -8 3/8"
B.O. MUSIC WING ROOF
+50' -0 3/8"
W04 W04 W03 W03 W03 W03 W04 W04 W03 W03 W03 W03 W03 W04
08_4413.01
04_2000.07
04_2000.04
04_2000.04
09_2900.18
04_2000.05
04_2000.03
04_2000.08
08_5113.01
04_2000.03 2' - 6"5' - 10"4' - 10"8' - 6"13' - 4"1A
G1A
05_5000.21
07_4213.23.01
07_6200.04
07_4246.01
6
A-3.21 1
A-3.28
1A
C9
1A
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
Q U V WRM.5
MAXIMUM HEIGHT
+63' -2 3/8"SEE PART BEXTERIOR ELEVATIONSV.5TSS.2P.7N.3
EWA-2
EWA-3
EWA-2
EWA-2
EWA-1
EWA-4B
EWA-1
EXT09
EXT10EXT11EXT13EXT14EXT15 EXT08
23_0000.08
EXT12
3
A-3.01
3
A-3.01
CJ
CJ CJ CJ CJ
24' - 0"
T.O.AUDITORIUM ROOF DECK
+60' -8 3/8"
1
A-3.22
B.O. MUSIC WING ROOF
+50' -0 3/8"
V.9P.8 P.9N.5 N.6
04_2000.07
09_2900.18
04_2000.04
04_2000.04
04_2000.03
04_2000.05
07_4213.23.09
07_4213.23.12
05_5000.2105_5000.21
2' - 6"5' - 10"4' - 10"8' - 6"13' - 4"07_4213.23.01
05_5000.21
+28.20 ft
+28.20 ft +28.20 ft+28.20 ft
23_0000.0823_0000.08
W03 W03
G1AG1A
4
A-3.22
5
A-3.22
6
A-3.21
5
A-3.21
13
A-5.05
R 2' - 8"13
A-5.05
Sim
22_0000.32 22_0000.32
05_5213.05
C38
3
04_2000.12
3
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
QUVWR
MAXIMUM HEIGHT
+63' -2 3/8"
V.5 T SS.2 P.7
G1B G1A G1B G1A
07_4213.23.01
23_0000.08
EWA-3
EWA-2
CJ
CJ
T.O.AUDITORIUM ROOF DECK
+60' -8 3/8"
B.O. MUSIC WING ROOF
+50' -0 3/8"
08_4413.0308_4413.03
EXT05 EXT06
V.9 P.8P.9
04_2000.04
04_2000.04
04_2000.0304_2000.05
04_2000.03
04_2000.08
04_2000.08
23_0000.08
04_2000.07
08_4413.02
08_5113.01
09_2900.18 2' - 6"5' - 10"4' - 10"8' - 6"13' - 4"+28.20 ft+28.20 ft
07_4213.23.11
1A 1A 1A 1A 1A 1A 1A 1A 1A
1A
1A1A
1A
1A 1A 1A 1A 1A 1A 1A
1A 1A 1A
1A 1A
1A 1A
1A 1A
1A 1A
1A 1A
1A
1A 1A
1A 1A 1A
1A
1A
33 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
05_5000.21
05_5000.21
1A
A-5.11
3
2
A-3.21
1
A-3.21
10
A-5.01
Sim
12
A-5.01
Sim
3
A-3.21
10
A-5.06
Sim
C1
EXTERIOR GLAZING LEGEND
INDICATES IGU-1A (TYP IGU u.o.n.)
• U: 0.23 SHGC: 0.40
• Double glazed IGU: 1/4" Starphire w/Solarban 60 on #2 / 1/2"
90% Krypton +10% Air / 1/4" Heat Strengthened Glass/.090
Dupont SGP/1/4" Heat Strengthened Glass, warm-edge spacer.
INDICATES IGU-1B
• U: 0.23 SHGC: 0.40
• Double glazed IGU: 1/4" Starphire w/Solarban 60 on #2 / 1/2"
90% Krypton +10% Air / 1/4" Heat Strengthened Glass/.090
Dupont SGP/1/4" Heat Strengthened Glass, acid etch #6, warm-
edge spacer.
INDICATES IGU-2A
• U: 0.22 SHGC: 0.22
• Double glazed IGU: 1/4" Starphire w/Solarban 90 on #2 / 1/2"
90% Krypton +10% Air / 1/4" Heat Strengthened Glass/.090
Dupont SGP/1/4" Heat Strengthened Glass, warm-edge spacer.
INDICATES IGU-2B
• U: 0.22 SHGC: 0.22
• Double glazed IGU: 1/4" Starphire w/Solarban 90 on #2 / 1/2"
90% Krypton +10% Air / 1/4" Heat Strengthened Glass/.090
Dupont SGP/1/4" Heat Strengthened Glass, acid etch #6, warm-
edge spacer.
INDICATES GLASS SPANDREL PANEL, COLOR 1
INDICATES GLASS SPANDREL PANEL, COLOR 2
INDICATES GLASS SPANDREL PANEL, COLOR 3
INDICATES PAINTED BACK PAN, REFER TO EXTERIOR
SECTIONS AND DETAILS FOR ADDITIONAL INFORMATION
1A
1B
2A
2B
3
4
5
6
3
3
EXTERIOR ELEVATIONS GENERAL NOTES
1. CONTROL JOINTS AT BRICK LOCATIONS SHALL BE SPACED NO MORE THAN 30' APART. REFER TO
EXTERIOR ELEVATIONS FOR LOCATIONS AND QUANTITIES.
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/8" = 1'-0"2/19/2021 10:51:25 AMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-2.11
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
EXTERIOR
ELEVATIONS - PART A
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
1 EXTERIOR ELEVATION - PART A (NORTH)
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
3 EXTERIOR ELEVATION - PART A (SOUTH)
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
4 EXTERIOR ELEVATION - PART A (WEST)
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
2 EXTERIOR ELEVATION - PART A (EAST)
2 2/12/21 ADDENDUM 2
3 2/18/21 ADDENDUM 3
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
B14B20B24B17B22B31B32B18B27
MAXIMUM HEIGHT
+63' -2 3/8"
G1B G1B G1B G1A G1B
G1B
G2B SEE PART AEXTERIOR ELEVATIONS1
A-3.01
B21B25B23B28B29 B19
EXT22 EXT21
EXT18
G1BG1B
G2B
EXT25
EWA-4B
EWA-5EWA-6
EWA-1
EWA-3
EWA-1
07_6200.04
23_0000.08
04_2000.11
1B
1B 1B
1B
1B 1B
CJCJ
22' - 0"23' - 11 3/4"
CJ CJCJCJCJ
B33
2
A-3.12
26_5610.01
G1B
G2BG2B
26_5610.01
G2B G2B G2B G2B
G1A
08_4413.03
08_4413.03
1A
1A
1A
B30 B26 B12
04_2000.07
04_2000.04
04_2000.04
04_2000.05
04_2000.03
07_4213.23.01
07_4246.01
23_0000.08
04_2000.08
05_5000.21
G3 G3G3G3
23_0000.08
08_5113.01 8' - 4"13' - 4"13' - 4"+28.20 ft
+28.20 ft
07_4213.23.01
2
A-3.25
1
A-3.25
A-3.26
1
4
A-3.25 4
A-3.23
7
A-3.22
C8
C8B
EXT17
1B
1B
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
L.9N J
MAXIMUM HEIGHT
+63' -2 3/8"SEE PART CEXTERIOR ELEVATIONS3
A-3.01
3
A-3.01
MM.9N.4N.7N.9P L K.8 H.5
EXT28 EXT27 EXT26
EWA-6
EWA-5EWA-6
EWA-3 EWA-3
08_4413.03
23_0000.08
EWA-2C
EWA-6
08_4413.01
EWA-2SEE PART AEXTERIOR ELEVATIONS1B 1B 1B 1B 1B 1B 1B
1B1B1B1B1B1B1B
1B 1B 1B 1B 1B 1B 1B 1B
1B
1B 1B
1B
1B 1A 1A 1A 1A 1A 1A 1A
1B 1B
1B 1B
1B 1B
CJCJCJCJ
1A 1A 1A 1A
1A
1A
EXT24
L.5 J.7
1
A-3.12
4
A-3.25
1
A-3.26
2
A-3.26
1A1A
1A1A
1A1A
26_5610.01
26_5610.01
08_4413.03
08_4413.03
08_4413.03
08_4413.03
08_4413.01
1A
1A
1A1A
1A
1A
1A
1A1A1A1A1A1A1A
S.5 S.1 P.6 P.3 M.3 L.6 K.1 J.3
8' - 4"13' - 4"13' - 4"04_2000.07
09_2900.18
04_2000.04
04_2000.04
04_2000.03
04_2000.05
07_4213.23.01
07_6200.04
07_4246.01
07_4213.23.01
04_2000.03
05_5000.21
07_4213.23.01
+28.20 ft+28.20 ft +28.20 ft
23_0000.08
P.1P.2P.4
4
A-3.25
1
A-3.25
SIMILAR
22_0000.32 22_0000.32
07_4213.23.01
C6
C6B
C7
C8
C8B
C11
C10
07_9513.16.03
07_9513.16.03
07_9513.16.03
22_0000.32
05_5213.05
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
A17 A24
A32
MAXIMUM HEIGHT
+63' -2 3/8"
G1A
10_1419.01
1
A-3.23
A23A22A21A20A19A18
G1A G1B G1B G1B G1AG1AG1A
EWA-6EWA-5
EWA-3
EWA-2
EWA-3
07_6200.04
04_2000.07
EWA-5EWA-1
EWA-3
EWA-2
EXT02 EXT01 EXT29EXT03
2A 2A 2A
2A2A
2A
4 4 4 4
2B 2B
2B 2B
2B 2B2A
2A2A2A
2A2A2A
2A 2A 2A2A
2A2A
2A2A
2A2A
2A
2A
2A
2A 2A
1
A-3.01
1
A-3.01
CJ
CJCJ
07_9513.16.03
CJ
G1B
2-
A-3.12
3
A-3.24
2
A-3.24 3
A-3.23
2A
2A
2A
2A 2A
2A
08_4413.03 08_4413.01 08_4413.03 08_4413.01
08_4413.03
08_4413.03
A31
A25 A26 A27 A28 A29 A30
G1A G1A G1A
08_4413.02
07_6200.04
08_4413.0208_4413.02
07_4246.01
07_4213.23.01
04_2000.04
04_2000.04
04_2000.03
04_2000.05
23_0000.08
08_4413.02
05_5000.21
23_0000.08
23_0000.08
08_5113.01 8' - 4"13' - 4"13' - 4"+28.20 ft+28.20 ft
2A
2A
EXT04
1
A-3.33
4' - 0"6' - 0"
3
A-3.251
A-3.24
3
A-3.24
4
A-3.24
22_0000.32
C6
C6B
C5
C4
C3
C2
CJ
2A
2B
2B
2B
10_1419.03
8
59"8
8
10_1419.0359"12"812"KJH.5
EWA-2
EXT23
1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A
1A 1A 1A 1A 1A
1A
1A 1A
J.7
08_4413.01
1A 1A 1A
08_4413.01
1A 1A 1A 1A 1A
1A 1A 1A 1A 1A 1A
K.1J.3
09_2900.18
07_4213.23.01
+28.20 ft
4
A-3.26
C13
C12
07_9513.16.03
05_5213.05
H.8
EWA-2
EXT20
1A 1A 1A 1A 1A 1A 1A
1A 1A 1A
1A
1A 1A 1A
08_4413.01
08_4413.01
1A 1A 1A 1A
1A1A1A1A1A
04_2000.03
07_4213.23.01
+28.20 ft
4
A-3.26
C15
C14
07_9513.16.03
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
H.8
EWA-2
EXT19
1A 1A 1A 1A 1A 1A 1A 1A 1A 1A
1A 1A 1A 1A
1A
1A 1A 1A 1A
08_4413.01
08_4413.01
1A 1A
1A 1A 13' - 4"13' - 4"04_2000.03
07_4213.23.01
+28.20 ft
C17
C16
EXTERIOR GLAZING LEGEND
INDICATES IGU-1A (TYP IGU u.o.n.)
• U: 0.23 SHGC: 0.40
• Double glazed IGU: 1/4" Starphire w/Solarban 60 on #2 / 1/2"
90% Krypton +10% Air / 1/4" Heat Strengthened Glass/.090
Dupont SGP/1/4" Heat Strengthened Glass, warm-edge spacer.
INDICATES IGU-1B
• U: 0.23 SHGC: 0.40
• Double glazed IGU: 1/4" Starphire w/Solarban 60 on #2 / 1/2"
90% Krypton +10% Air / 1/4" Heat Strengthened Glass/.090
Dupont SGP/1/4" Heat Strengthened Glass, acid etch #6, warm-
edge spacer.
INDICATES IGU-2A
• U: 0.22 SHGC: 0.22
• Double glazed IGU: 1/4" Starphire w/Solarban 90 on #2 / 1/2"
90% Krypton +10% Air / 1/4" Heat Strengthened Glass/.090
Dupont SGP/1/4" Heat Strengthened Glass, warm-edge spacer.
INDICATES IGU-2B
• U: 0.22 SHGC: 0.22
• Double glazed IGU: 1/4" Starphire w/Solarban 90 on #2 / 1/2"
90% Krypton +10% Air / 1/4" Heat Strengthened Glass/.090
Dupont SGP/1/4" Heat Strengthened Glass, acid etch #6, warm-
edge spacer.
INDICATES GLASS SPANDREL PANEL, COLOR 1
INDICATES GLASS SPANDREL PANEL, COLOR 2
INDICATES GLASS SPANDREL PANEL, COLOR 3
INDICATES PAINTED BACK PAN, REFER TO EXTERIOR
SECTIONS AND DETAILS FOR ADDITIONAL INFORMATION
1A
1B
2A
2B
3
4
5
6
EXTERIOR ELEVATIONS GENERAL NOTES
1. CONTROL JOINTS AT BRICK LOCATIONS SHALL BE SPACED NO MORE THAN 30' APART. REFER TO
EXTERIOR ELEVATIONS FOR LOCATIONS AND QUANTITIES.
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/8" = 1'-0"3/1/2021 9:56:56 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-2.12
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
EXTERIOR
ELEVATIONS - PART B
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
1 EXTERIOR ELEVATION - PART B (NORTH)
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
2 EXTERIOR ELEVATION - PART B (EAST)
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
3 EXTERIOR ELEVATION - PART B (SOUTH)
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
5 EXTERIOR ELEVATION - PART B (COURTYARD EAST)
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
6 EXTERIOR ELEVATION - PART B (COURTYARD WEST)
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
4 EXTERIOR ELEVATION - PART B (WEST)
2 2/12/21 ADDENDUM 2
8 3/1/21 ADDENDUM 8
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
C1C2C3C4C5C6C7C8C9C11C12C13C14C15C16C17C18C19C20C21C22
MAXIMUM HEIGHT
+63' -2 3/8"
G2B
G1B
G2BSEE PART BEXTERIOR ELEVATIONSSEE PART AEXTERIOR ELEVATIONSG6 G8
G1B
EWA-3
EWA-1
G1B
G7
G1B
G7
G2B
G6
G2A G2A
G6
G2B
G1AG1AG1A
G5
G1B
G6
G2B G2A G2A
G6
G5
G1B G1A G1A
G5
G1B
G2B
EWA-1
EWA-3
EWA-1
EWA-3
07_6200.04
04_2000.07
1
A-3.01
1
A-3.01
CJ CJ CJ CJ CJ
G2B
G8
G1B
G2BG2BG2B
CJ CJ
G3 G3
G3 G3 G3 G3 G1B G1B G3 G3
G3 G3
G1B
G2B 8' - 4"13' - 4"13' - 4"04_2000.03 04_2000.0404_2000.04 04_2000.05
05_5000.21
23_0000.08
23_0000.08
23_0000.08
EQEQ
EQEQ
EQEQ EQEQ
3
A-3.28
SIMILAR
3
A-3.27
3
A-3.28 3
A-3.27
SIMILAR
22_0000.32
22_0000.3222_0000.32
3
A-3.35
4
A-3.35
13B
A-5.05
05_5213.05
2
2
2
2
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
EFGH.1 F.4H
SEE PART BEXTERIOR ELEVATIONS4
A-3.01F.5
EXT31
EWA-3
EWA-1 EWA-1
EWA-3
07_6200.04
04_2000.07
G2A
1A
1A
1A1A
3
1A
CJ
CJCJ
16' - 0"
CJ
3
A-5.18
EXT32
1A
08_4413.01
04_2000.0404_2000.04
04_2000.03
04_2000.0504_2000.08
07_4246.01
09_2900.18 13' - 4"13' - 4"+28.20 ft
1
A-3.27
C19
2
A-3.28
22_0000.32
2
2
1A
3 3
2
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
C1 C2 C3 C4 C5 C6 C7 C8 C9 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22
G2A G2A
G6
G2B
G1B
G5
G1AG1A
G5
G1B
G6
G2BG2B
G6
G2AG2A
G6
G2B
G1B
G5
G1A G1A G1B
G2B
G6
G2AG2A
G6
G2B
G1B G1A G1A
G5
G1B
G1AG1A
G2A
G6
G2B G2A G2A
G5
G1BG1B
G5
EWA-1
EWA-3
EWA-1
EWA-3
EWA-1
EWA-3
07_6200.04
04_2000.07
07_6200.0404_2000.07
07_6200.04
04_2000.07
07_4213.23
04_2000.11
1
A-3.01
1
A-3.01
CJ CJCJCJCJCJCJCJCJ
G3 EWA-3G3G3G3 G3 G3 G3 G3 G3G3G3G3
EQ EQ
EQ EQ EQ EQ EQ EQ
EQ EQ EQ EQ
EQ EQ
EQ EQ EQ EQ
G3 G3 G3 G3 G3 G3 G3 G3
04_2000.04
04_2000.03
04_2000.04
04_2000.05
04_2000.04
04_2000.04
04_2000.03
04_2000.05
23_0000.08
10_1423.16.01
04_2000.04
04_2000.04
04_2000.05
04_2000.03
08_5113.01 13' - 4"13' - 4"2
A-3.35
SIMILAR
5
A-3.27
4
A-3.285
A-3.27
4
A-3.28
13
A-5.05
Sim
OVERFLOW
SCUPPER
(TYPICAL)
22_0000.32
2
A-3.35
SIMILAR
3
A-3.35
4
A-3.35
13B
A-5.05
2
2
2
2
2
2
2
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
E F G H.1F.4 H
SEE PART BEXTERIOR ELEVATIONS4
A-3.01
4
A-3.01
F.5
EWA-1
EWA-3
EWA-1
EWA-3
04_2000.11
04_2000.07 07_6200.04
G2A
G1A
CJCJCJ
16' - 0"
1A 1A
1A 1A
4 4
08_4413.01
EXT33 13' - 4"13' - 4"04_2000.05
04_2000.03
04_2000.0404_2000.04
+28.20 ft
07_4246.01
07_4213.23.01
CJ
3
A-3.27
1
A-3.27
1A 1A
C18
07_4213.23.12
2
A-3.28
1' - 6 1/8"28' - 0"
22
2
1A
4
1A
1A
1A
2
D.7D.3
EWA-2 07_4213.23.01
EXT36
4
A-3.26
3
A-3.2608_4413.01
08_4413.01
1A 1A1A1A1A1A1A1A1A1A1A
1A 1A 1A 1A 1A 1A 1A 1A 1A 1A1A 1A
1A1A
1A
1A
1A 1A
+28.20 ft
04_2000.03
07_4213.23.12
C24
C22
07_9513.16.03
2
D.5
EWA-2
EXT35
07_4213.23.01
1A
1A
08_4413.01
1A 1A 1A 1A 1A 1A 1A 1A 1A
1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A1A
+28.20 ft
04_2000.03
C26
C25
07_4213.23.12 07_9513.16.03
05_5213.05
2
2
EXTERIOR GLAZING LEGEND
INDICATES IGU-1A (TYP IGU u.o.n.)
• U: 0.17 SHGC: 0.37
• Double glazed IGU: 1/4" Starphire w/Solarban 60 on #2 / 1/2"
90% Krypton +10% Air / 1/4" Clear Glass
INDICATES IGU-1B
• U: 0.17 SHGC: 0.37
• Double glazed IGU: 1/4" Starphire w/Solarban 60 on #2 / 1/2"
90% Krypton +10% Air / 1/4" Clear Glass, acid etch #4
INDICATES IGU-2A
• U: 0.17 SHGC: 0.20
• Double glazed IGU: 1/4" Starphire w/Solarban 90 on #2 / 1/2"
90% Krypton +10% Air / 1/4" Clear Glass
INDICATES IGU-2B
• U: 0.17 SHGC: 0.20
• Double glazed IGU: 1/4" Starphire w/Solarban 90 on #2 / 1/2"
90% Krypton +10% Air / 1/4" Clear Glass, acid etch #4
INDICATES GLASS SPANDREL PANEL, COLOR 1
INDICATES GLASS SPANDREL PANEL, COLOR 2
INDICATES GLASS SPANDREL PANEL, COLOR 3
1A
1B
2A
2B
3
4
5
2
2
2
EXTERIOR ELEVATIONS GENERAL NOTES
1. CONTROL JOINTS AT BRICK LOCATIONS SHALL BE SPACED NO MORE THAN 30' APART. REFER TO
EXTERIOR ELEVATIONS FOR LOCATIONS AND QUANTITIES.
D.5
SEE PART DEXTERIOR ELEVATIONS07_4213.23.01
08_4413.01
1A1A1A1A1A1A1A1A1A
1A
EXT34
1A1A1A1A1A1A1A1A1A1A1A
EWA-2
+28.20 ft
04_2000.03
4
A-3.2607_4213.23.12
C28
C27
07_9513.16.03
05_5213.05
2
2
D.7 D.3
4
A-3.26 07_4213.23.01
1A
1A
1A 1A 1A 1A 1A 1A 1A 1A 1A
1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A1A
1A1A1A1A1A
1A1A1A1A1A
EXT37
EWA-2
08_4413.01
08_4413.01
+28.20 ft
04_2000.03
C21
C20
07_4213.23.12 07_9513.16.03
205_5213.05
2
2
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/8" = 1'-0"2/13/2021 2:37:49 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-2.13
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
EXTERIOR
ELEVATIONS - PART C
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
8 EXTERIOR ELEVATION - PART C (NORTH)
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
7 EXTERIOR ELEVATION - PART C (EAST)
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
5 EXTERIOR ELEVATION - PART C (SOUTH)
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
1 EXTERIOR ELEVATION -PART C (WEST)
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
3 EXTERIOR ELEVATION - PART C (COURTYARD EAST)
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
4 EXTERIOR ELEVATION - PART C (COURTYARD WEST)
2 2/12/21 ADDENDUM 2
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
2 EXTERIOR ELEVATION - PART C (LINK WEST)
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
6 EXTERIOR ELEVATION - PART C (LINK EAST)
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
D1D2D3D4D5D6D8D10D11D14D15D16D17D18D19D21D22D23D24D25
G2B
G6
G2A G2A
G6
G2B
G1B
G2B
G6
G5
G1B
G5
G1AG1A
G5
G1B
G2A G2A
G6
G2B G2B
G6
G2A G2A
G6
G2B
G1B
G5
G1AG1A
G5
G1BG1B
G5
G1AG1A G1B
G5
G6
G2B G2A G2A
G6
G2B
G1B
G5
G1AG1A
EWA-1
EWA-3
EWA-1
EWA-3
EWA-1
EWA-3
EWA-2
EWA-2
04_2000.07
07_4213.23.01
07_4213.23.01
07_4213.23
1
A-3.01
1
A-3.01
CJCJCJCJCJCJCJCJCJ
1
A-3.13
3
A-3.27
G4
G4G3G3
G3G3 G3 G3
G3 G3 G3 G3
G3 G3 G4
G4 G3 G3
G3 G3
D12D13D20
13' - 4"13' - 4"04_2000.0404_2000.04
04_2000.05
04_2000.03
10_8213.13
10_8213.13
04_2000.07
04_2000.04
04_2000.04
04_2000.03
09_2900.18
04_2000.05
08_5113.01
07_6200.04
3
A-3.28
D9
EQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQ
14
A-5.06
3
A-3.28
SIMILAR5
A-3.26
3
A-3.27 5
A-3.26
22_0000.32
CJCJ
4
A-3.27 4
A-3.27
3
A-3.27
22_0000.32 2
2
2
2 2
2 2 2 2
22_0000.32
2
2
05_5213.05
2
2
2
2
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
ABCD.1 B.5 B.4DSEE PART C EXTERIOR ELEVATIONSW07
W07
EWA-1
EWA-3
EWA-1
EWA-2
EWA-3
23_0000.08
4
A-3.01
4
A-3.01
1A1A
1A 1A
44
G2A
G1A
CJ
CJCJCJ
2
A-3.27 08_4413.01
EXT38EXT37
1A
1A1A
1A
1A
04_2000.07
04_2000.04
04_2000.04
04_2000.03
09_2900.18
04_2000.05
10_8213.13
1A1A
1A
07_4246.01
07_4213.23.01
04_2000.08 13' - 4"13' - 4"+28.20 ft+28.20 ft
1
A-3.27
13
A-5.05
Sim
22_0000.32
C30
1A 1A
6 1/8"6 1/8"
2' - 5 3/4"
2
2
2
2
2 2
2
1A
1A
1A
4
2
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
D1 D2 D3 D4 D5 D6 D8 D10 D11 D14 D15 D16 D17 D18 D19 D21 D22 D23 D24 D25
G1B G1BG1AG1A
G2B G2B
G6
G2A G2A
G6
G1BG1B
G7
G2A
G8
G1B G1B
G2B
G1B
G1B
G2B G2B
G1A G1A
G2A
G6
G2A
G6
EWA-1
EWA-3
G5G5G7G7
G1A
G5 G5
EWA-1
EWA-3
EWA-1
EWA-3
07_6200.04
04_2000.07
04_2000.11
1
A-3.01
1
A-3.01
G2A G2B G2B
G8
G2B
G8
G1B
CJ CJ CJ CJCJCJ
23_0000.08
G3G3
G3 G3 G3 G3
G3 G3
G3 G3
G3 G3
D12 D13 D20
13' - 4"13' - 4"04_2000.07
04_2000.04
04_2000.04
04_2000.03
04_2000.05
07_4246.01
07_6200.04
10_8213.13
09_2900.18
04_2000.07
09_2900.18
04_2000.04
04_2000.04
04_2000.03
04_2000.05
07_6200.04
08_5113.01
10_8213.13
23_0000.08
1
A-3.35
2
A-3.35
4
A-3.28
D9
EQ EQEQEQ
EQ EQEQEQ
EQ EQ
1
A-3.13
15
A-5.06
2
A-3.35
1
A-3.35
4
A-3.28
13
A-5.05
Sim
5
A-3.27 4
A-3.28
5
A-3.27
CJ CJCJCJ
2
22 2
2 2
2
13B
A-5.05
Sim
2
2
05_5213.05
2
22
2
22_0000.32
2
2
2
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
A B C D.1B.5B.4 D SEE PART C EXTERIOR ELEVATIONSW07
W07
EWA-1
EWA-3
EWA-1
EWA-3
EWA-2
1A1A
1A 1A
4 4
G1A
G2A
16' - 1"
CJCJCJ
08_4413.01
EXT39
1A
04_2000.04
04_2000.04
07_4213.23.01
04_2000.07
04_2000.03
07_6200.04
04_2000.05 13' - 4"13' - 4"EXT34
07_4246.01
2
A-3.27
1
A-3.27
13
A-5.05
Sim
1A 1A
C29
07_4213.23.12
07_4213.23.01
CJ CJ
22_0000.32
6 1/8"
16' - 0"5 3/4"
2
2
2
2
2
1A
1A
1A
4
2
EXTERIOR GLAZING LEGEND
INDICATES IGU-1A (TYP IGU u.o.n.)
• U: 0.17 SHGC: 0.37
• Double glazed IGU: 1/4" Starphire w/Solarban 60 on #2 / 1/2"
90% Krypton +10% Air / 1/4" Clear Glass
INDICATES IGU-1B
• U: 0.17 SHGC: 0.37
• Double glazed IGU: 1/4" Starphire w/Solarban 60 on #2 / 1/2"
90% Krypton +10% Air / 1/4" Clear Glass, acid etch #4
INDICATES IGU-2A
• U: 0.17 SHGC: 0.20
• Double glazed IGU: 1/4" Starphire w/Solarban 90 on #2 / 1/2"
90% Krypton +10% Air / 1/4" Clear Glass
INDICATES IGU-2B
• U: 0.17 SHGC: 0.20
• Double glazed IGU: 1/4" Starphire w/Solarban 90 on #2 / 1/2"
90% Krypton +10% Air / 1/4" Clear Glass, acid etch #4
INDICATES GLASS SPANDREL PANEL, COLOR 1
INDICATES GLASS SPANDREL PANEL, COLOR 2
INDICATES GLASS SPANDREL PANEL, COLOR 3
1A
1B
2A
2B
3
4
5
2
2
2
EXTERIOR ELEVATIONS GENERAL NOTES
1. CONTROL JOINTS AT BRICK LOCATIONS SHALL BE SPACED NO MORE THAN 30' APART. REFER TO
EXTERIOR ELEVATIONS FOR LOCATIONS AND QUANTITIES.
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/8" = 1'-0"2/13/2021 2:38:26 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-2.14
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
EXTERIOR
ELEVATIONS - PART D
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-1.11D
1 EXTERIOR ELEVATION - PART D (NORTH)
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
2 EXTERIOR ELEVATION - PART D (EAST)
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
3 EXTERIOR ELEVATION - PART D (SOUTH)
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
4 EXTERIOR ELEVATION - PART D (WEST)
2 2/12/21 ADDENDUM 2
G2B
G1B
1' - 4"1' - 4"8 3/8"15' - 11"4 7/8"2' - 10 3/4"8 3/8"5' - 11 5/8"2' - 11"2' - 11"EWA-1
EWA-3
EWA-2
07_4213.23.12
07_4213.23.01
08_4413.03
04_2000.03
04_2000.07
04_2000.04
04_2000.04
09_2900.18
07_4246.01
07_6200.04
3
1B
1B
4
1A
3
2B
2B
4
2A 1' - 0"2' - 10"1/2"25' - 3" F.D.04_2000.03
07_4213.23.01
07_4213.23.12
08_4413.03
CLCLCLPANEL JOINT8' - 2 3/8"PANEL JOINT8' - 5 3/8"PANEL JOINT8' - 8 1/4"2
A-2.15
2
A-2.15
3
6' - 0"8' - 0"1' - 11 5/8"
M.O.
4' - 0 3/8"5' - 11 5/8"
4' - 1 5/8" F.D.5' - 5 5/8" F.D.1/2"1/2"G1B
EWA-3EWA-2
EWA-2
A-6.10
10
A-6.10
2
A-6.10
2
A-6.06
2
A-6.06
2
04_2000.03
09_2900.18
07_4213.23.01
08_4413.03
2
2
2
2
2
2
EXTERIOR GLAZING LEGEND
INDICATES IGU-1A (TYP IGU u.o.n.)
• U: 0.17 SHGC: 0.37
• Double glazed IGU: 1/4" Starphire w/Solarban 60 on #2 / 1/2"
90% Krypton +10% Air / 1/4" Clear Glass
INDICATES IGU-1B
• U: 0.17 SHGC: 0.37
• Double glazed IGU: 1/4" Starphire w/Solarban 60 on #2 / 1/2"
90% Krypton +10% Air / 1/4" Clear Glass, acid etch #4
INDICATES IGU-2A
• U: 0.17 SHGC: 0.20
• Double glazed IGU: 1/4" Starphire w/Solarban 90 on #2 / 1/2"
90% Krypton +10% Air / 1/4" Clear Glass
INDICATES IGU-2B
• U: 0.17 SHGC: 0.20
• Double glazed IGU: 1/4" Starphire w/Solarban 90 on #2 / 1/2"
90% Krypton +10% Air / 1/4" Clear Glass, acid etch #4
INDICATES GLASS SPANDREL PANEL, COLOR 1
INDICATES GLASS SPANDREL PANEL, COLOR 2
INDICATES GLASS SPANDREL PANEL, COLOR 3
1A
1B
2A
2B
3
4
5
2
2
2
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/13/2021 2:38:35 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-2.15
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
EXTERIOR MOCK-UP
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-2.15
3 SOUTH ELEVATION
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-2.15
2 WEST ELEVATION
1/2" = 1'-0"1 EXTERIOR MOCK-UP PLAN
2 2/12/21 ADDENDUM 2
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
D19D21
96" PF39"96" PF96" PF96" PF96" PF96" PF96" PF96" PF96" PF39"24"96" PF55 1/2" PF55 1/2" PFG4
G412"PF
12 1/2"
PF
24 1/2"
PF
EQ
PF
EQ
PF
24 1/2"
PF
12 1/2"
CB
B
B
CB
CB
B B B B
CB
CB
CB CBCB
B
CB
CB
CB
CB 24"90" PF90" PF2' - 3"CB CB
CB CB
CB
CB
CB
CB
B B
CB
CB
CB
CB
B B
CB CB
CB CB
B
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"96" PF96" PF96" PF24"96" PF39"12"27"PF
12 1/2"PF
10 7/8"
PF
23 3/8"11 7/8" PF
90" PF55 1/2" PFW07
W07
96" PFPF25 1/2"102 7/8" PF96 3/8" PFCB CB CBCBB
B BBB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CBCB
B
CB
CB
CB
CBCB
B
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
W07
W07 96" PF24"39"12 1/2" PF
96" PF55 1/2" PF96" PF96" PF96" PF96 3/8" PF90" PF12"10 7/8" PF
PF
23 5/8"
PF
11 7/8"PF18"CB CBCBCB B
B B B B
CB
CB
CB
CB
CB
CB
CB
CB
CB
B
B
PANELIZATION INTENT KEY
METAL PANEL ANGLED BEND: INDICATES AN ANGLED
BEND OR FOLD WITHIN THE CONTINUOUS SURFACE OF A
SINGLE PANEL.
METAL PANEL CORNER BEND: INDICATES A 90 DEGREE
BEND OR FOLD WITHIN THE CONTINUOUS SURFACE OF A
SINGLE PANEL.
METAL PANEL JOINT, INDICATING THE DIVISION BETWEEN
SEPARATE PANELS. TYPICALY 1/2" AND AS OTHERWISE
NOTED.
NOTE:PANEL DIMENSIONS ARE FROM THE EDGE OF
EITHER THE PANEL JOINT OR THE PANEL BEND. "PF"
INDICATES THAT THE DIMENSION REPRESENTS THE FACE
OF THE PANEL. TYPICAL PANEL SIZE IS 35.5"x96" U.N.O.
B
CB
METAL PANEL LARGE RADIUS BEND: INDICATES A LARGE
RADIUS BEND WITHIN THE CONTINUOUS SURFACE OF A
SINGLE PANEL. REFER TO PLANS FOR ADDITIONAL
INFORMATION.
RB
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
CB.4
PF
54 3/4"
PF
17 7/8"96" PF63 1/2"90" PF96" PF12"27"PF
56"
PF
36 1/16"
PF
37 5/16"
CB CB CBB
B
CB CB CB
B B
CB
CB
CB
CB
CB
CB
CB
CB
CB CB
B
B
CB
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
D1D2
96" PF63 1/2"96" PF90" PF27"PF
29 5/8"
PF
18 7/8"12"CBCB B
B
CB
CB
CB
CB
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
D.5
EXT34
C28
96" PF96" PF97" PF63 1/2"PF
33 7/8"
PF
37 3/8"
PF
37 5/16"
PF
36 1/16"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
36 3/4"
PF
17 3/4"
PF
17 7/8"12"73 1/2" PFCBCBCBCBCB CB CB CB CB CB CB CB CB CB CB
BBBB B B B B B B B B B B B
CBCBCB CB CB CB CB CB CB CB CB
CBCBCB CB CB CB CB CB CB CB CB
CBCBCB CB CB CB CB CB CB CB CB
CB CB CB CB CB CB CB CB CB
BB B B B B B B B B B
B B B B B B B B B
C27
CBCB
CB
CB
CB
CB
CB
CB
CB
CB
CB63 1/2"96" PF96" PF97" PF12"FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
D.5
C26
C25 96" PF39"69 1/2" PF24"24"63 1/2"96" PF96" PF97" PF12"39"96" PF96" PF96" PF25" PF96" PF96" PF25" PF12"63 1/2"96" PF96" PF97" PFPF
24 3/8"
PF
23 1/2"
PF
36 3/4"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
37 7/8"
PF
23 1/2"
PF
20 3/8"PF39 1/2"PF
17 1/4"
PF
21 1/4"
CB
B
CB CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
B B B B B B B B B B B B
B B B B B B B B B B
CB CB CB CB CB CB CB CB CB CB CB CB
CB CB CB CB CB CB CB CB CB CB CB CB
CB CB CB CB CB CB CB CB CB CB CB CB
CB CB CB CB CB CB CB CB CB CB
CB
CB
CB
CB
CB
CB CB
CB
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
D.7D.3
4
A-3.26
3
A-3.26
C24
C22
C23
EXT3696" PF55 1/2" PF96" PF97" PF69 1/2" PF96" PF55 1/2" PF96" PF97" PF12"PF29 1/2"PF39 1/2"PF
17 3/4"
PF
37 1/4"
PF
36 3/4"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 3/4"
PF
35 1/2"PF22"CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
B
CB
B
CB
B
CB
CB CB CB CB CB CB CB CB CB CB CB CB CB
CB CB CB CB CB CB CB CB CB CB CB CB CB
CB CB CB CB CB CB CB CB CB CB CB CB CB
CB CB CB CB CB CB CB CB CB CB CB CB CB
B B B B B B B B B B B B B
B B B B B B B B B B B B B
CB
CB
CB
CB
CB
CB
CB
CB
CB CB CB CB CB CB CB
B B B B B B
7 1/8"
PF
16 1/2"
PF
36 1/2"
PF
36 1/2"
PF
17"PF
10 1/4"
CB CB CB CB24"96" PF96" PFPF15"PF25"96" PF63 1/2"96" PF97" PF12"CB
CB
CB
CB96"CB
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
D.7 D.3
96" PF63 1/2"96" PF97" PF12"63 1/2"96" PF96" PF97" PF12"PF
17 3/4"
PF
52 3/8"
PF
36 3/4"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
37 7/8"
PF
48 7/8"
PF
17 7/8"69 1/2" PF39 1/2" PFC21
C20
EXT37
45 3/4" PF49 3/4" PF
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB
CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB
CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB
CB CB CB CB CB CB CB CB CB CB CB CB CB CB
B B B B B B B B B B B B B B B B B
B B B B B B B B B B B B B B B
CB
CB
CB
CB
CB CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
C115
96" PF96" PF97" PF12"PF
35 1/2"
PF
35 1/2"
PF
17 1/2"
PF
30"63 1/2"24"31" PF96" PF96" PF96" PF25"CB CB CB CB CB
B B B B
B
CB
CB
CB
CB
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
3/1/2021 9:57:22 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-2.20
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
PANELIZATION INTENT
ELEVATIONS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
2 TYP D-WING NORTH BAY - NORTH
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
1 TYP D-WING NORTH BAY - WEST
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
3 TYP D-WING NORTH BAY - EAST
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
4 TYP STAIR
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
5 TYP STAIR - SIDE
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
6 NW CONNECTOR - WEST
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
7 NW CONNECTOR - EAST
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
8 NE CONNECTOR - WEST
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
9 NE CONNECTOR - EAST
8 3/1/21 ADDENDUM 8
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
10 NE CONNECTOR - SOUTH
8
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
H.8
C17
C16
EXT19 96" PF96" PF97" PF96" PF97" PF63 1/2"96" PF63 1/2"PF
15 7/8"PF
10 1/8"
PF
36 3/4"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
EQ
PF
EQ
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
36 3/4"
PF
12 3/8"
PF
17 3/4"12"12"69 1/2" PF39 1/2" PFCB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB CB CB CB CB CB CB CB CB CB CB CB
CB CB CB CB CB CB CB CB CB CB CB CB
CB CB CB CB CB CB CB CB CB CB CB CB
CB CB CB CB CB CB CB CB CB CB
B B B B B B B B B B B
B B B B B B B B B
B
B
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB CB
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
H.8
6
A-5.17
EXT20
C14
C15
PF
17 3/4"
PF
20 1/8"
PF
36 3/4"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
EQ
PF
EQ
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
36 3/4"
PF
19 5/8"
PF
17 7/8"
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB CB CB CB CB CB CB CB CB CB CB CB
CB CB CB CB CB CB CB CB CB CB CB CB
CB CB CB CB CB CB CB CB CB CB
CB CB CB CB CB CB CB CB CB CB CB CB
B B B B B B B B B B B B
B B B B B CB CB B B B B B
CB CB
CB
CB
CB
CB
CB
CB
CB
CB
63 1/2"96" PF96" PF97" PF12"FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
KJH.5 J.7J.3
63 1/2"96" PF96" PF97" PF12"63 1/2"96" PF96" PF97" PF12"PF
17 7/8"
PF
41 1/2"
PF
36 3/4"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
EQ
PF
EQ
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 5/8"
PF
21"
PF
17 3/4"
C13
C12
EXT23 69 1/2" PF39 1/2" PFCB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB
CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB
CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB
CB CB CB CB CB CB
CB CB
CB CB CB CB CB CB CB CB CB
B B B B B B B B B B B B B B B B B
B B B B B B B B B B B B B B B
CB
CB
CB
CB
CB
CB
CB
CB
CB
PANELIZATION INTENT KEY
METAL PANEL ANGLED BEND: INDICATES AN ANGLED
BEND OR FOLD WITHIN THE CONTINUOUS SURFACE OF A
SINGLE PANEL.
METAL PANEL CORNER BEND: INDICATES A 90 DEGREE
BEND OR FOLD WITHIN THE CONTINUOUS SURFACE OF A
SINGLE PANEL.
METAL PANEL JOINT, INDICATING THE DIVISION BETWEEN
SEPARATE PANELS. TYPICALY 1/2" AND AS OTHERWISE
NOTED.
NOTE:PANEL DIMENSIONS ARE FROM THE EDGE OF
EITHER THE PANEL JOINT OR THE PANEL BEND. "PF"
INDICATES THAT THE DIMENSION REPRESENTS THE FACE
OF THE PANEL. TYPICAL PANEL SIZE IS 35.5"x96" U.N.O.
B
CB
METAL PANEL LARGE RADIUS BEND: INDICATES A LARGE
RADIUS BEND WITHIN THE CONTINUOUS SURFACE OF A
SINGLE PANEL. REFER TO PLANS FOR ADDITIONAL
INFORMATION.
RB
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
J H.5J.7
1
A-3.26
2
A-3.26J.3
C11
C10
EXT24 96" PF96" PF96" PF85 1/2" PFPF
36 3/4"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
37 7/8"
PF
33 1/2"
PF
35 1/2"30"97" PF96 1/2"97" PF12"PF
17 7/8"
PF
27"73 1/2" PF69 1/2" PF63 1/2"12"EXPANSION JOINT
CB
B
CB
CB
B
CB
B
CB
CB
B
CB
B
CB
CB
B
CB
B
CB
CB
B
CB
B
CB
CB
B
CB
B
CB
CB
B
CB
B
CB
CB
B
CB
B
CB
CB
B
CB
B
CB
CB
B
CB
CB
B
CB
CB
B
CB
CB
B
CB
CB
B
CB
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
PF39 1/2"CB
CB
B
CB
CB
B
CB
CB
B
CB
CB
B
CB
CB
B
CB
CB
B
CB CB
CB CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
B32B33
T.O.S. GYM HIGH POINT
+62' -7 3/4"
7
A-5.15 80 1/2" PF12"96" PF96 1/2"C8
C8B 96" PFCB
B
CB
B
CB
B
CB
B
B
CB
CB
B
CB
CBCBCB
CBCBCB
CB
CB
CB
CBCB
CBCB
CB
CB
CB
CB
CB
B B BB
B B
PF
16 7/8"
PF
38 1/2"
PF
47 1/2"
PF
48"
PF
32"40 1/8" PF57 5/8" PF63 1/2"J.7K.1
C8
C8B
63 1/2"96" PF96" PF96" PF80 1/2" PF12"PF
28 1/4"
PF
47 3/4"
PF
38 1/8"
PF
16 7/8"40 1/8" PFCB
B
CB
B
CB
B
CB
B
B
CB CB CB
CB CB CB
CB CB CB
CB CB CB
B B B
B B B
CB
CB
CB
CB
CB
CB
CB
CB 57 5/8" PFCB
B31 B32 B33
4
A-3.24
96 1/2"96" PF80 1/2" PF12"CB
B
CB
B
CB
B
CB
B
CB
B
CB
BCB
CB CB CBCB
CB CB CBCB
CB CB
CB CB96" PF63 1/2"40 1/8" PFCB
CB 57 5/8" PFPF
32"
PF
47 3/4"
PF
47 1/2"
PF
38 1/2"
PF
16 7/8"
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
N.7
T.O.S. GYM HIGH POINT
+62' -7 3/4"
4
A-3.25
P.3 P.1P.2
CB
B
CB
B
CB
B
CB
B
CBB CB
CBCBCB
CB
CB
CB
CB
CB
CBCBCB
CBCBCB
CBCBCB
C6
C6B
CB
CB
BBB
BBB40 1/8" PF96" PF63 1/2"96" PF96" PF80 1/2" PF12"57 5/8" PFPF
16 7/8"
PF
47"
PF
47 3/4"
PF
32"
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
B32
1
A-3.01 B25B28B29B30
PF
12 1/2"
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
14 3/4"
CB
CB4"PF14"FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
J
7
A-5.15
PF
12 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
28 5/8"4"PF14"CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
B
CB
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
3/1/2021 9:57:49 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-2.21
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
PANELIZATION INTENT
ELEVATIONS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
1 SW CONNECTOR - WEST
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
2 SW CONNECTOR - EAST
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
3 SE CONNECTOR - WEST
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
4 SE CONNECTOR - EAST
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
7 NE GYM CORNER - NORTH
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
8 NE GYM CORNER - EAST
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
10 SE GYM CORNER - SOUTH
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
9 SE GYM CORNER - EAST
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
6 LOCKER ROOMS - NORTH
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
5 LOCKER ROOMS - EAST
8 3/1/21 ADDENDUM 8
8
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
P.6 P.3 P.2P.4
23 1/2"23 1/2"
PF
35 1/2"
PF
35 1/2"
PF
27 3/4"17 3/8"4"PF14"CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
RB
RB
ARC START
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
B31 B32
4
A-3.24
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"23 5/8"23 1/2"23 1/2"17 3/8"4"14"CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B RB
RB
ARC START
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
Q P.7P.8P.9
PF
35 1/2"
CB
PF
35 1/2"
PF
35 1/2"22"23 1/2"23 1/2"
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
RB
RB4"14"17 3/8"
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
A32A31
SEE A-5.21 FOR
ADDITIONAL INFORMATION
ARC START
23 1/2"23 1/2"17 3/8"
CB
B
CB
B
CB
B
RB
RB 4"14" PFSECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
B24B21B23
1
A-3.24
7
A-5.16
C5
96 1/2"85" PF12"PF
12 3/8"
PF
52"
PF
51 3/4"
PF
51 3/4"
PF
51 3/4"
PF
52"
PF
9 3/4"
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB CB CB CB CB
CB CB CB CB CB
B B B B B
CB
CB
CB
CB
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
N.9P
9
A-5.163
A-3.21
2
A-3.21
B.O. MUSIC WING ROOF
+50' -0 3/8"
S.8T.2U.1 S.5 S.1
1
A-3.21
EXT05 EXT06
C1
SEE A-5.21 FOR ADDITIONAL INFORMATION
SEE A-5.21 FOR ADDITIONAL INFORMATION
16 7/8"23 1/2"24"
PF
9 1/4"
PF
7 1/8"
CB
B
B
CB
B
B
CB
B
B
CB
B
B
CB
B
B
CB
B
B
CB
B
B
CB
B
B
CB
B
B
CB
B
B
CB
B
B
CB
B
B
CB
B
B
CB
B
B
CB
B
B
CB
B
B
CB
B
B
CB
B
B
CB
B
B
CB
B
B
CB
B
B
CB
B
B
CB
B
B
CB
B
B
CB
B
CB
B
CB
B
CB
B
CB
B
RB
RB
RB
SECOND FLOOR
+41' -6 3/8"
VWV.5
B.O. MUSIC WING ROOF
+50' -0 3/8"
V.9
2' - 0"72" PF52 1/4" PF12"24"40 7/8"
PF
35 1/2"
ARC START ARC START
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
RB
RB
RB
96 1/2" PF27 3/4" PF12"CB
B
CB
B
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
19 3/4"24"27"
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
A15 A17
B.O. MUSIC WING ROOF
+50' -0 3/8"
1
A-3.28
C9
31 1/4"
PF
24"
PF
EQ
PF
EQ 24"23 1/2"96 1/2" PF27 3/4" PF12"24"19 1/8"72" PF52 1/4" PF12"CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
RB
RB
RB
ARC START ARC START
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
A2 A5 A9 A10 A15
2
A-3.01A3A8 A11 A12 A14A4A1A6A7
B.O. MUSIC WING ROOF
+50' -0 3/8"
PF
12 1/2"
PF
47 3/8"
PF
27 3/8"
PF
27 3/8"
W04 W04 W03 W03 W03 W03 W04 W04 W03 W03 W03 W03 W03 W04
PF
29 5/8"
PF
29 5/8"
PF
47 5/8"
PF
47 5/8"
PF
35 5/8"
PF
35 5/8"
PF
29 1/2"
PF
29 1/2"
PF
29 1/2"
PF
29 1/2"
PF
41 5/8"
PF
41 5/8"
PF
47 3/8"
PF
23 5/8"
PF
47 5/8"
PF
29 1/2"
PF
29 1/2"
PF
29 1/2"
PF
29 1/2"
PF
35 5/8"
PF
47 5/8"
PF
47 3/8"
PF
35 5/8"
PF
47 3/8"
PF
29 1/2"
PF
29 1/2"
PF
35 5/8"
PF
35 5/8"
PF
29 1/2"
PF
29 1/2"
PF
35 5/8"
PF
29 1/2"
PF
29 1/2"
PF
35 5/8"
PF
35 5/8"
PF
29 1/2"
PF
29 1/2"
PF
35 5/8"
PF
35 5/8"
PF
29 1/2"
PF
29 1/2"
PF
35 5/8"
PF
47 3/8"96 1/2" PF27 3/4" PF12"24"40 7/8"
PF
10 5/8"24"72" PF52 1/4" PF12"72" PF52 1/4" PFCB
BB
CB
B CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
RB
RB
RB
ARC START
CB
CB
CB
CB
CB
CB
CB CB
CB
CB CB
CB
CB CB
CB
CBCBCB
CB CB
CB CB
CB CB
CB CB
CB CB
CB CB
CB CB
CB CB
CB CB
CB CB
CB CB
CB CB
CB CB
CB CB
CB CB
CB CB
CB CB
SECOND FLOOR
+41' -6 3/8"
V WV.5
B.O. MUSIC WING ROOF
+50' -0 3/8"
V.9
W03 W03
PF
12 1/2"
PF
37 1/8"
PF
35 1/2"
PF
29 5/8"
PF
29 1/2"
PF
29 1/2"
PF
12 1/2"
PF
35 1/2"
PF
38"
PF
29 5/8"
PF
29 1/2"
PF
29 1/2"
PF
29 5/8"
PF
35 1/2"
PF
35 1/2"
PF
29 5/8"96 1/2" PF72" PF52 1/4" PF12"12"27 3/4" PF24"CB
BB
CB
B
CB
CB
CB CB
CB CB
CB CB
CB
CB
B
CB
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B B
SECOND FLOOR
+41' -6 3/8"
A2 A1
B.O. MUSIC WING ROOF
+50' -0 3/8"
PF
12 1/2"72" PF24"96 1/2"27 3/4" PF12"52 1/4" PF12"PF
11"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
CB
B
CB
B
CB
B
CB
B
CB
B B
B
CB
CB
PANELIZATION INTENT KEY
METAL PANEL ANGLED BEND: INDICATES AN ANGLED
BEND OR FOLD WITHIN THE CONTINUOUS SURFACE OF A
SINGLE PANEL.
METAL PANEL CORNER BEND: INDICATES A 90 DEGREE
BEND OR FOLD WITHIN THE CONTINUOUS SURFACE OF A
SINGLE PANEL.
METAL PANEL JOINT, INDICATING THE DIVISION BETWEEN
SEPARATE PANELS. TYPICALY 1/2" AND AS OTHERWISE
NOTED.
NOTE:PANEL DIMENSIONS ARE FROM THE EDGE OF
EITHER THE PANEL JOINT OR THE PANEL BEND. "PF"
INDICATES THAT THE DIMENSION REPRESENTS THE FACE
OF THE PANEL. TYPICAL PANEL SIZE IS 35.5"x96" U.N.O.
B
CB
METAL PANEL LARGE RADIUS BEND: INDICATES A LARGE
RADIUS BEND WITHIN THE CONTINUOUS SURFACE OF A
SINGLE PANEL. REFER TO PLANS FOR ADDITIONAL
INFORMATION.
RB
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
3/1/2021 9:58:15 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-2.22
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
PANELIZATION INTENT
ELEVATIONS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
1 SE GYM LOCKERS - EAST
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
2 SE GYM LOCKERS - SOUTH
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
3 ADAPTIVE PE - EAST
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
4 ADAPTIVE PE - SOUTH
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12B
5 COMPUTER LAB - SOUTH
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
6 AUDITORIUM LOBBY - EAST
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12A
8 MUSIC - EAST
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
7 AUDITORIUM LOBBY - SOUTH
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12A
9 MUSIC - SOUTH
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12A
10 MUSIC - WEST
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12A
11 MUSIC - NORTH
8 3/1/21 ADDENDUM 8
8
PANELIZATION INTENT KEY
METAL PANEL ANGLED BEND: INDICATES AN ANGLED
BEND OR FOLD WITHIN THE CONTINUOUS SURFACE OF A
SINGLE PANEL.
METAL PANEL CORNER BEND: INDICATES A 90 DEGREE
BEND OR FOLD WITHIN THE CONTINUOUS SURFACE OF A
SINGLE PANEL.
METAL PANEL JOINT, INDICATING THE DIVISION BETWEEN
SEPARATE PANELS. TYPICALY 1/2" AND AS OTHERWISE
NOTED.
NOTE:PANEL DIMENSIONS ARE FROM THE EDGE OF
EITHER THE PANEL JOINT OR THE PANEL BEND. "PF"
INDICATES THAT THE DIMENSION REPRESENTS THE FACE
OF THE PANEL. TYPICAL PANEL SIZE IS 35.5"x96" U.N.O.
B
CB
METAL PANEL LARGE RADIUS BEND: INDICATES A LARGE
RADIUS BEND WITHIN THE CONTINUOUS SURFACE OF A
SINGLE PANEL. REFER TO PLANS FOR ADDITIONAL
INFORMATION.
RB
MAIN ROOF
+54' -10 3/8"
T.O.AUDITORIUM ROOF DECK
+60' -8 3/8"
B.O. MUSIC WING ROOF
+50' -0 3/8"
35 1/2"20 1/2"
DIMENSIONS THIS FACE ARE
PROJECTED TO FLAT PLANE
33"66 1/2" PF12"8 1/2"91" PFCB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
RB
RB
RB
ARC STARTARC START
MAIN ROOF
+54' -10 3/8"
A2 A5 A9 A10
2
A-3.01A3A8 A11 A12 A14A4A6A7
T.O.AUDITORIUM ROOF DECK
+60' -8 3/8"
B.O. MUSIC WING ROOF
+50' -0 3/8"
4
A-3.32
5
A-3.32
24"DIMENSIONS AT CURVED
FACE ARE PROJECTED TO
FLAT PLANE
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"23 1/2"23 1/2"23 1/8"
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
B
CB
CB
RB
RB
RB 33"66 1/2" PF12"91" PF8 1/2"91" PF12"FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
U VRTSS.2
T.O.AUDITORIUM ROOF DECK
+60' -8 3/8"
1
A-3.22
B.O. MUSIC WING ROOF
+50' -0 3/8"96 1/2"24"CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
B
CB
CB
CB
B
CB
B
CB
B
CB
B
CB
CB
CB
B
EXT09
EXT10EXT11 EXT08
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
15 3/8"
PF
20 1/8"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
20 1/8"
PF
19 3/4"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
36"
PF
35 1/2"
PF
8"72"96" PF91" PF12"24"24"96 1/2"96" PF66 1/2" PF27 3/4" PF12"40" PFPF15 1/2"PF22"76" PF76" PF
PF
33 1/2"
PF
23 1/2"
PF
35 1/2"
PF
33 3/8"
PF
32"
PF
32"61 3/4" PF61 3/4" PFPF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
16 1/2"
91 3/4" PF 107 1/2" PF 87 1/2" PF 88 1/2" PF 76" PF
PF22"90" PF90" PFSECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
B1B45
A-3.01
2
A-3.11
B2B9B6
6
A-3.22
T.O.AUDITORIUM ROOF DECK
+60' -8 3/8"
B12 B5B7
1
A-3.32
2
A-3.32
PF
35 1/2"
PF
31 1/8"PF
3 7/8"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"12"24"PF
25"72"CB
B CB
B
CB
CB
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
96" PF91" PF96 1/2"96" PF66 1/2" PFMAIN ROOF
+54' -10 3/8"
B14
T.O.AUDITORIUM ROOF DECK
+60' -8 3/8"
B.O. MUSIC WING ROOF
+50' -0 3/8"
B12
8 1/2"24"33"66 1/2"12"PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
37 1/8"
CB
B
CB
B
CB
B
CB
B
CB
B
23 1/2"23 1/2"23 1/2"23 1/2"23 1/4"
CB
B
CB
B
CB
B
CB
B
CB
B
RB
RB
RB
RB
RB
DIMENSIONS AT CURVED
FACE ARE PROJECTED TO
FLAT PLANE
ARC START
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
3/1/2021 9:58:33 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-2.23
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
PANELIZATION INTENT
ELEVATIONS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 8/ A-5.21
1 AUDITORIUM - EAST
1/4" = 1'-0"2 AUDITORIUM - SOUTH
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
3 AUDITORIUM - WEST
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12A
4 AUDITORIUM - NORTH
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12A
6 WIXON ENTRY - SOUTH
8 3/1/21 ADDENDUM 8
8
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
K L.9
3
A-3.01
M.9 N.4 N.9K.8 L.5
5
A-3.22
PF
12 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
25 1/2"PF31 1/2"4"B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
CB
B
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
B1B2B3
2
A-3.22
PF
12 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
24 1/4"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"
PF
35 1/2"4"PF31 1/2"CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B
CB
B CB
B
PANELIZATION INTENT KEY
METAL PANEL ANGLED BEND: INDICATES AN ANGLED
BEND OR FOLD WITHIN THE CONTINUOUS SURFACE OF A
SINGLE PANEL.
METAL PANEL CORNER BEND: INDICATES A 90 DEGREE
BEND OR FOLD WITHIN THE CONTINUOUS SURFACE OF A
SINGLE PANEL.
METAL PANEL JOINT, INDICATING THE DIVISION BETWEEN
SEPARATE PANELS. TYPICALY 1/2" AND AS OTHERWISE
NOTED.
NOTE:PANEL DIMENSIONS ARE FROM THE EDGE OF
EITHER THE PANEL JOINT OR THE PANEL BEND. "PF"
INDICATES THAT THE DIMENSION REPRESENTS THE FACE
OF THE PANEL. TYPICAL PANEL SIZE IS 35.5"x96" U.N.O.
B
CB
METAL PANEL LARGE RADIUS BEND: INDICATES A LARGE
RADIUS BEND WITHIN THE CONTINUOUS SURFACE OF A
SINGLE PANEL. REFER TO PLANS FOR ADDITIONAL
INFORMATION.
RB
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
3/1/2021 9:58:43 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-2.24
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
PANELIZATION INTENT
ELEVATIONS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
8 3/1/21 ADDENDUM 8
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
1 KITCHEN - WEST
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
2 KITCHEN - NORTH
8
KL.9NJ3A-3.013A-3.01MM.9N.4N.7N.9PLK.8H.5ADAPTIVE PEB125GYMNASIUMB123GYM LOCKERS 6-7B1297' - 8 1/8" 10' - 9 1/4" 10' - 10 1/4" 11' - 6"3' - 4 1/2"5' - 4 3/4" 18' - 9 3/4" 7' - 1 1/4"2' - 3 3/4"15' - 0 1/4" 8' - 8 1/4"1' - 11 1/2"6' - 8 1/4"1' - 8 3/4"9' - 8 1/4" 5' - 11" 25' - 11"1' - 0"L.5J.7A-3.243A-3.251A-3.252A-3.252P.3M.3L.6K.1J.3P.1P.2EFGF.4H4A-3.014A-3.01F.5A-3.275GENERAL CRC217CORRIDORC200GENERAL CRC214SPED CCC114CORRIDORC100GENERAL CRC119SIM.30' - 8 3/4" 10' - 0"2' - 8 1/4"9' - 11 3/4" 30' - 8 3/4"9' - 10"9' - 10"9' - 0"9' - 0"9' - 10"9' - 10"T.O.S. GYM HIGH POINT+62' -7 3/4"A-3.273FIRST FLOOR+28' -2 3/8"SECOND FLOOR+41' -6 3/8"MAIN ROOF+54' -10 3/8"ABCD.1B.5B.4DGENERAL CRD213GENERAL CRD113CORRIDORD100FLEXIBLE LEARNINGD200DGENERAL CRD220GENERAL CRD1209' - 10"9' - 10"9' - 0"9' - 0"9' - 10"9' - 10"30' - 8 3/4" 9' - 11 3/4"2' - 8 1/2"9' - 11 3/4"30' - 8 3/4"A-3.1324A-3.014A-3.01FIRST FLOOR+28' -2 3/8"SECOND FLOOR+41' -6 3/8"MAIN ROOF+54' -10 3/8"C1C2C3C4C5C6C7C8C9C11C12C13C14C15C16C17C18C19C20C21C22A-3.271A-3.271STAIR C2ST-C2CORRIDORC100CORRIDORC200STAIR C1ST-C113' - 4"13' - 4"UVWRA-3.216V.5TSS.2AUDITORIUMA109MUSIC ENSEMBLEA104AMUSIC ENSEMBLEA106A4' - 8 1/2" 13' - 10 1/4" 19' - 8 3/4" 9' - 2" 23' - 0 1/4"33' - 0" 9' - 0" 9' - 0"12' - 0"12' - 0"CORRIDORA101A-3.226A-3.226SIMILARV.9FIRST FLOOR+28' -2 3/8"SECOND FLOOR+41' -6 3/8"MAIN ROOF+54' -10 3/8"KL.93A-3.013A-3.01A-3.227M.9N.4N.9PK.8L.5T.O.AUDITORIUM ROOF DECK+60' -8 3/8"B.O. MUSIC WING ROOF+50' -0 3/8"STAGEA116ACAFETORIUMA1165' - 10"4' - 10"8' - 6"13' - 4"FIRST FLOOR+28' -2 3/8"SECOND FLOOR+41' -6 3/8"MAIN ROOF+54' -10 3/8"B1B4B14B20B24B17B22B31B32B18B271A-3.011A-3.01A-3.224A-3.255O.H.B21B25B23B28B29B2B3B19B9B6GYMNASIUMB123LOBBYB101LOBBYB200CAFETORIUMA116KITCHENA11922' - 4"11' - 10 1/4"6' - 9 3/4"28' - 10"10' - 3 1/2"13' - 3 1/2"18' - 8 1/2"4' - 10 1/2"5' - 6"12' - 10"3' - 10"1' - 5"9' - 4 1/2"1' - 3"21' - 8"28' - 4"28' - 4"19' - 0"20' - 9 1/2"14' - 8 1/2"6' - 2 3/4"3' - 11 1/4"2' - 0"6' - 8"1' - 8"16' - 9 1/2"25' - 1 1/2"39' - 5 1/4"4' - 8 1/2"6' - 1 1/2"B33T.O.S. GYM HIGH POINT+62' -7 3/4"IEP SM CONFB201A-3.256LOBBYB200USDA DRY STORAGEA119C10' - 0"B30B26B12B11B10B8B13B5B77' - 9 87/256"13' - 4"13' - 4"3/32" = 1'-0"REFERENCING VIEW: 1/ A-1.011NORTH-SOUTH BUILDING SECTION 13/32" = 1'-0"REFERENCING VIEW: 1/ A-1.014EAST - WEST SECTION - CLASSROOM WING3/32" = 1'-0"REFERENCING VIEW: 1/ A-1.012NORTH-SOUTH BUILDING SECTION AT AUDITORIUM / CAFE3/32" = 1'-0"REFERENCING VIEW: 1/ A-1.013EAST WEST SECTION AT MAIN WING20 Ashburton Place, Floor 8 Boston, MA 02108 T. +1 617 449 4000 F. +1 617 449 4049SCALE:SEALDRAWING TITLE:PROJECT TITLE:PROJECT No:Owner's Project Manager:Civil / Site:Structural:Mechanical / Electrical:Plumbing / Fire Protection:Theater Consultant:DATENO.ISSUEKEY PLANFood Service:Landscape:FF & E:Envelope Consultant:Code Consultant:Acoustical Consultant:Owner:Sustainability Consultant:Elevator Consultant:3/32" = 1'-0"1/25/2021 4:13:42 PMC:\REVIT LOCAL\71010_DYIMS_CONSTRUCTION DOCUMENTS_r.higginsYDR3H.rvt71011DENNIS-YARMOUTHINTERMEDIATE /MIDDLE SCHOOLJANUARY 19, 2021A-3.01286 Station AvenueSouth Yarmouth, MA 02664PMA CONSULTANTS35 Braintree Hill Office Park, Suite 300Braintree, MA 02184CDW CONSULTANTS, INC.6 Huron DriveNatick, MA 01760GIRARD & CO10 Waterchase Drive #300Rocky Hill, CT 06067GARCIA, GALUSKA, DeSOUSA, INC.370 Faunce Corner RoadNorth Dartmouth, MA 02747100% CONSTRUCTION DOCUMENTSVAV INTERNATIONAL400 W. Cummings Park Drive #4700Woburn, MA 01801THEATER DESIGN48 Fair Street, Suite C3Cold Spring, NY 10516CRABTREE McGRATH ASSOCIATES161 West Main StreetGeorgetown, MA 01833TRAVERSE LANDSCAPE150 Chestnut Street, 4th FloorProvidence, RI 02903POINT LINE SPACE75 Lowell StreetCarlisle, MA 01741RJ KENNEY ASSOCIATES72 Washington StreetPlainville, MA 02762R.W. SULLIVAN ENGINEERING529 Main Street Suite 203Boston, MA 02129CAVANAUGH TOCCI ASSOCIATES327F Boston Post RoadSudbury, MA 01776OVERALL BUILDINGSECTIONS296 Station AvenueSouth Yarmouth, MA 02664DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICTTHORNTON TOMASETTI386 Fore Street, Suite 401Portland, ME 04101SYSKA HENNESSY GROUP10 Post Office Square, Suite 725Boston, MA 02109A BCD
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
ORCHESTRA
+25' -8 3/8"
A17
MAXIMUM HEIGHT
+63' -2 3/8"
2
A-3.01
25.70
OUTDOOR STAGE
"ORCHESTRA"
A-3.21
4
A12
AUDITORIUM
A109F
AUDITORIUM
A109
AUDITORIUM
A209 2' - 6"10' - 8"8' - 6"13' - 4"2' - 6"A4 A6 A7
T.O.AUDITORIUM ROOF DECK
+60' -8 3/8"
A-3.21
5
TOILET
A111
CORRIDOR
A100B
B.O. MUSIC WING ROOF
+50' -0 3/8"
A-3.21
2
RETRACTABLE SOUND REFLECTORS--
SEE THEATRICAL RIGGING PLANS
A-6.03
22
3
A-3.32
A-5.57
7
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
KL.9
MAXIMUM HEIGHT
+63' -2 3/8"
3
A-3.01
M.9N.4N.9P K.8
STAGE
A116A
CAFETORIUM
A116
2' - 0" 3' - 4 1/2"8' - 4"13' - 4"13' - 4"L.5
2
A-5.52
13
A-5.52
A-3.22
6
A-3.22
7
P.3
33' - 7 1/2"25' - 8"
23_0000.08
07_7200.02
A-5.58
7
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"3/1/2021 9:59:12 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-3.11
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
BUILDING SECTIONS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.01
1 EAST-WEST SECTION AT AUDITORIUM
1/4" = 1'-0"
REFERENCING VIEW: 4/ A-2.23
2 BUILDING SECTION @ CAFETORIUM
8 3/1/21 ADDENDUM 8
8
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
B24B22 B31 B32B27
MAXIMUM HEIGHT
+63' -2 3/8"
10
A-3.51
1
A-3.01
B21 B25B23 B28 B29 B33
T.O.S. GYM HIGH POINT
+62' -7 3/4"
A-3.25
6
GYMNASIUM
B123
LOBBY
B101
LOBBY
B200
A-3.25
5
B30B26
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
K LK.8
1
A-3.12
A-3.23
4
ART CR
B139
IT TECH WORK
B216
LOBBY
B200IT SECRETARY
B216A
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
QM.5
MAXIMUM HEIGHT
+63' -2 3/8"
1
A-3.41
A-3.23
1
P.7N.3
T.O.S. GYM HIGH POINT
+62' -7 3/4"
LOBBY
B101
TEAM LEADER
B113
TOILET
B114
MEDIA CENTER
B203
CONF RM
B119
STOR
B118A
CORR.
B110
N.5 N.6
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO.ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"1/25/2021 4:15:01 PMC:\REVIT LOCAL\71010_DYIMS_CONSTRUCTION DOCUMENTS_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
A-3.12
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
100% CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
BUILDING SECTIONS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
1 EAST WEST SECTION AT GYMNASIUM
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
2 BUILDING SECTION AT CENTRAL COMMONS
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
ABCD.1 D
A-3.27
5 A-3.27
3
A-3.27
4
4
A-3.01
GENERAL CR
D120GENERAL CR
D113
GENERAL CR
D213
GENERAL CR
D220
CORRIDOR
D200
CORRIDOR
D100
30' - 8 3/4"30' - 8 3/4"13' - 4"13' - 4"3' - 2"9' - 9"FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
ABCD.1 D
A-3.26
5
A-3.27
4
4
A-3.01
SPED RESOURCE
D106
SPED RESOURCE
D206
CORRIDOR
D200
CORRIDOR
D100
CORRIDOR
D135
CORRIDOR
D235 13' - 4"13' - 4"2' - 0"30' - 8 3/4"30' - 8 3/4"
A-3.35
2 9' - 9"20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO.ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"1/25/2021 4:15:27 PMC:\REVIT LOCAL\71010_DYIMS_CONSTRUCTION DOCUMENTS_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
A-3.13
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
100% CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
BUILDING SECTIONS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1B/ A-3.01
2 BUILDING SECTION AT TYPICAL CLASSROOM WING
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11D
1 BUILDING SECTION @ CLASSROOM WING EXTENSION
MAXIMUM HEIGHT
+63' -2 3/8"
A14
COMPOSITE METAL PANEL FOLDS
OVER TO CREATE COPING -
CONTINUOUS WITH WALL PANELS
BELOW: 07 4213.23
THERMALLY-BROKEN RAINSCREEN
ATTACHMENT SYSTEM: 07_4213.23
COUNTERFLASH EACH HORIZONTAL GIRT
DEFLECTION HEAD:
05_4000
SELF-ADHERING WEATHER
RESISTIVE MEMBRANE: 07_2715
A-5.01
7
T.O.AUDITORIUM ROOF DECK
+60' -8 3/8"
A-5.01
6
EWA-2VARIES
B.O. MUSIC WING ROOF
+50' -0 3/8"
CONTINUOUS FIRE
TREATED WD
BLOCKING : 06_1000
METAL BASE FLASHING
AND COUNTER-
FLASHING :07_6200
STEEL BEAM WITH SPRAY-
ON FIREPROOFING - SEE
STRUCTURAL DWGS
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
W
A-6.06
3
MUSIC ENSEMBLE
A106A13' - 4"10 C + 10 J2' - 2 3/4"35 COURSES + 36 JNTS.7' - 9 7/8" M.O.10 C + 10 J2' - 3" TO M.O.9"A-5.01
13
EWA-2
EWA-3
RADIANT PANEL
REFER TO RCP
EXTERIOR SUN CONTROL
DEVICE: 10_7113
A-5.01
12
A-5.06
10
A-5.01
14
COMPOSITE METAL PANEL
FOLDS OVER TO CREATE
COPING - CONTINUOUS WITH
WALL PANELS BELOW: 07 4213.23
CONTINUOUS UNDER-SLAB
VAPOR RETARDER: 07 2600
EXTERIOR GRADE
B.O. MUSIC WING ROOF
+50' -0 3/8"
METAL FLASHING:
04_2000
(TYPICAL)
4' - 0"
PCC BASE: 04_
2000
PRECAST CONC
COPING : 03_4500 2' - 0 5/8"6' - 5 3/8"STEEL BEAM WITH SPRAY-
ON FIREPROOFING - SEE
STRUCTURAL DWGS 2' - 7"1' - 4"
1' - 5"9"6". 8"2' - 10 1/2".4 7/8"2' - 7 5/8"3
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
A2
T.O.AUDITORIUM ROOF DECK
+60' -8 3/8"
A-5.01
9
A-5.01
8
COMPOSITE METAL PANEL FOLDS
OVER TO CREATE COPING -
CONTINUOUS WITH WALL PANELS
BELOW: 07 4213.23
VARIESTOP OF BLCKG3' - 2 1/2"1' - 8"17' - 6"MULTI-LEAF
VERTICAL LIFT
DOOR: 08 3619
MCM DOOR SURROUND
(BEYOND): 07 4213.23
3" HIGH-DENSITY RIGID
INSULATION: 07_2100
CONTROLLED
ENGINEERED FILL (SEE
STRUCTURAL)
B.O. MUSIC WING ROOF
+50' -0 3/8"
5 57/256"
DEFLECTION HEAD: 05_4000
STAGE FLOOR
ASSEMBLY: SEE
FINISH SCHEDULE
8" COLD FORMED METAL STUDS
5/8" EXTERIOR GYPSUM SHEATHING
COUNTER FLASH EACH HORIZONTAL
GIRT
CONTINUOUS AIR & VAPOR BARRIER
6" RIGID MINERAL WOOL INSULATION
THERMALLY BROKEN RAINSCREEN
ATTACHMENT SYSTEM w/BUTYL TAPE;
HORIZONTAL AND VERTICAL GIRTS
ROUT & RETURN ALUMINUM COMPOSITE
PANEL SYSTEM
5/8" GWB, REFER TO INTERIOR ELEVATIONS
AND FINISH SCHEDULE FOR ADDITIONAL
INFORMATION
WOOD DECKING:06_2013
(SEE L.A. DETAILS)
5" SLAB ON
GRADE:03_3000
3" HIGH
DENSITY
RIGID
INSULATION:
07_2100
HEAVY DUTY
ALUM.
THRESHOLDR.O.15' - 0"STEEL BEAM WITH SPRAY-
ON FIREPROOFING - SEE
STRUCTURAL DWGS MIN VERTICAL DIM. OF INSULATION.4' - 0"?
?
A-5.01
14
SIMILAR
SECOND FLOOR
+41' -6 3/8"
A-5.01
5
A-5.01
41' - 2"2" CONCRETE TOPPING SLAB:
03_3000, WITH POLISHED CONC
FINISH:03_3543
ENTRANCE FLOOR
MAT: 12_4813
ALUMINUM FRAMED
ENTRANCES: 08 4113
CONCRETE SLAB:
03_3000
APRON SLAB--SEE
STRUCTURAL
DETAILS
COMPOSITE METAL PANEL COPING -
CONTINUOUS WITH WALL PANELS:
07_4213.23
8" FIBERGLASS BATT
INSULATION BETWEEN LGM
CHANNELS: 07_2100
6" MINERAL WOOL INSULATION:
07_2100
GLAZED ALUM CURTAIN WALL 08 4413
CURTAIN WALL ENGINEERED BY MFGR TO
SUPPORT WEIGHT OF METAL PANEL - SEE
"DELEGATED DESIGN" IN 08_4413
CONTINUOUS UNDER-SLAB
VAPOR RETARDER: 07_2600
3" HIGH DENSITY RIGID
INSULATION: 07_2100
RA-2
13' - 4"10' - 11 1/4"MIN. VERTICAL DIM. OF INSULATION4' - 0"B13
GLAZED ALUM
CURTAIN WALL 08
4413
FIRST FLOOR
+28' -2 3/8"
MAIN ROOF
+54' -10 3/8"
A-5.01
3
A-5.01
2
A-5.01
1
RA-2
7' - 8 3/4"10.5" GLAZED ALUM
CURTAIN WALL 08 4413
SPANDREL GLASS 9 1/4"CONTINUOUS UNDER-
SLAB VAPOR
RETARDER: 07_2600
EXTERIOR GRADE
3" HIGH DENSITY
RIGID INSULATION:
07_2100
(TYP)
4' - 0"3' - 7 3/4"2" CONCRETE TOPPING
SLAB: 03_3000, WITH
POLISHED CONC FINISH:03_
3543
METAL COMPOSITE PANEL
(BY 07_4213.23) -- INSTALLED
BY CURTAIN WALL
SUBCONTRAACTOR
.1019" GLAZED-IN
ALUMINUM PLATE (BY
CURTAIN WALL
MANUFACTURER)
2" SEMI RIGID INSULATION
CLIPPED TO CUTAIN WALL FRAME
(BY CURTAIN WALL
SUBCONTRACTOR)
CURTAIN WALL ENGINEERED BY
MFGR TO SUPPORT WEIGHT OF
METAL PANEL - SEE "DELEGATED
DESIGN" IN 08_4413
CONTINUOUS UNDER-
SLAB VAPOR
RETARDER.: 07_2616.13 13' - 4"PRECAST CONC. BASE: 03_4500
CONC FOUNDATION: 03_3000
GROUT SOLID BELOW SILL
COMPOSITE METAL PANEL
FOLDS OVER TO CREATE
COPING - CONTINUOUS WITH
WALL PANELS BELOW: 07 4213.23
8" FIBERGLASS BATT
INSULATION BETWEEN LGM
CHANNELS: 07_2100
6" MINERAL WOOL INSULATION:
06_7100
METAL COMPOSITE PANEL (BY
07_4213.23)
STEEL BEAM WITH SPRAY-
ON FIREPROOFING - SEE
STRUCTURAL DWGS MIN. VERTICAL DIM. OF INSULATION4' - 0"B13
2' - 10 3/4"1' - 4"C1
3
SECOND FLOOR
+41' -6 3/8"
B.O. MUSIC WING ROOF
+50' -0 3/8"
B13
A-5.02
3TO R.O.6' - 7 1/2"A-5.01
3
C1
3
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
3/4" = 1'-0"2/19/2021 10:51:51 AMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-3.21
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
EXTERIOR WALL
SECTIONS - PART A
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-3.11
4 WALL SECTION AT AUDITORIUM (EAST)
3/4" = 1'-0"
REFERENCING VIEW: 3/ A-2.11
6 WALL SECTION AT MUSIC WING
3/4" = 1'-0"
REFERENCING VIEW: 4/ A-2.11
5 WALL SECTION AT AUDITORIUM STAGE
3/4" = 1'-0"
REFERENCING VIEW: 2/ A-2.11
3 WALL SECTION AT AUDITORIUM ENTRANCE
3/4" = 1'-0"
REFERENCING VIEW: 2/ A-2.11
2 WALL SECTION AT AUDITORIUM LOBBY
2 2/12/21 ADDENDUM 2
3 2/18/21 ADDENDUM 3
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12A
1 WALL SECT. AT AUDITORIUM CORR.
SIMILAR
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
B1B4
SOLDIER COURSE
NORMAN FACE-
BRICK, 1/3
RUNNING BOND:
04_2000
KITCHEN
A119
EWA-1
RA-1
EWA-2
A-5.02
10
A-5.02
7
A-5.02
12
/8 A-5.062' - 7"47' - 6"
SOLDIER COURSE /8 A-5.06
PRECAST
CONCRETE
STRINGOURSE 04_
2000
A-5.02
11
CONTINUOUS UNDER-SLAB
VAPOR RETARDER: 07_2616.13
3" HIGH-DENSITY RIGID
INSULATION: 07_2100
METAL THRU-WALL
FLASHING: 04_2000
LOADING DOCK
APRON
CONTROLLED
ENGINEERED FILL - SEE
STRUCTURAL DRAWINGS
MANUFACTURED METAL
COPING: 07_7100
DEFLECTION HEAD:
05_4000
COMPOSITE METAL PANEL FOLDS
OVER TO CREATE COPING -
CONTINUOUS WITH WALL PANELS
BELOW: 07 4213.23
PARAPET FLASHING:
07_5419
PARAPET FLASHING:
07_5419
DEFLECTION HEAD:
05_4000
EWA-3
CONTINUOUS FIRE
TREATED WD
BLOCKING : 06_1000
METAL BASE FLASHING
AND COUNTER-
FLASHING :07_6200
HIGH DENSITY
RIGID INSULATION:
07_2100 8"4 7/8"8"55 COURSES + 56 JOINTS12' - 3"T.O. BLOCKING
+52.11 ft
STEEL LATERAL
BRACE [05_
1200] - CF METAL
FRAMING TO
CONFORM
METAL THRU-WALL
FLASHING: 07_6200
3
FIRST FLOOR
+28' -2 3/8"
MAIN ROOF
+54' -10 3/8"
K
ALUMINUM CURTAIN
WALL: [08_4413]AND
INSULATED GLAZING
A-5.02
4
RA-1
EWA-1
A-5.02
5
MANUFACTURED METAL
COPING: 07_7100
DEFLECTION HEAD:
05_4000
CONTROLLED
ENGINEERED
FILL -- SEE
STRUCTURAL
PRECAST
CONCRETE BASE:
03_4500
PARAPET FLASHING :
07_5419
(TYPICAL)
4' - 1 1/8"2' - 4 5/8"6' - 11 1/2"18' - 4 1/2"1' - 4"8" MIN2" CONCRETE TOPPING SLAB: 03_3000,
WITH POLISHED CONC FINISH:03_3543
MIN. VERTICAL DIM. OF INSULATION4' - 0"K.1
C32
3
3
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
K
A-5.02
7
CONTINUOUS UNDER-SLAB
VAPOR RETARDER: 07_2616.13
FINISHED GRADE
METAL THRU-
WALL FLASHING:
04_2000
EWA-3
EWA-2
COMPOSITE METAL PANEL FOLDS
OVER TO CREATE COPING -
CONTINUOUS WITH WALL PANELS
BELOW: 07 4213.23
PARAPET FLASHING:
07_5419
PRECAST CONC
BASE: 04_2000
A-6.06
3
MIN VERTICAL INSUL. DIM.4' - 0"2" CONCRETE
TOPPING SLAB:
03_3000, WITH
POLISHED CONC
FINISH:03_3543
K.1
8"A-5.06
5
SIM.11"2' - 2 1/2"35 COURSES + 36 JOINTS7' - 9 7/8" M.O.10 C. + 10 J.2' - 2 3/4"4 7/8"METAL THRU-WALL
FLASHING: 07_6200
3
FIRST FLOOR
+28' -2 3/8"
A2
A-5.01
10
B.O. MUSIC WING ROOF
+50' -0 3/8"
CONTINUOUS UNDER-
SLAB VAPOR RETARDER:
07_2616.13
FROST APRON -- SEE
STRUCTURAL DWGS
3" HIGH DENSITY RIGID
INSULATION: 07_2100
EWA-2
COMPOSITE METAL PANEL FOLDS
OVER TO CREATE COPING -
CONTINUOUS WITH WALL PANELS
BELOW: 07 4213.23
PARAPET FLASHING: 07_5419
3" HIGH DENSITY RIGID
INSULATION: 07_2100
DEFLECTION HEAD:
05_4000
8" COLD FORMED METAL STUDS
5/8" EXTERIOR GYPSUM SHEATHING
COUNTER FLASH EACH HORIZONTAL
GIRT
CONTINUOUS AIR & VAPOR BARRIER
6" RIGID MINERAL WOOL INSULATION
THERMALLY BROKEN RAINSCREEN
ATTACHMENT SYSTEM w/BUTYL TAPE;
HORIZONTAL AND VERTICAL GIRTS
ROUT & RETURN ALUMINUM COMPOSITE
PANEL SYSTEM
CONCRETE SLAB: 03_3000,
WITH POLISHED CONC
FINISH:03_3543
TABBY SEASHELL CONCRETE
PAVING: 32_1314
HEAVY DUTY ALUMINUM
THRESHOLD MIN. VERTICAL DIM. OF INSULATION4' - 4"8' - 2"8 5/8"
MAIN ROOF
+54' -10 3/8"
MAXIMUM HEIGHT
+63' -2 3/8"
P
T.O.AUDITORIUM ROOF DECK
+60' -8 3/8"
A-5.01
6
COMPOSITE METAL PANEL FOLDS
OVER TO CREATE COPING -
CONTINUOUS WITH WALL PANELS
BELOW: 07 4213.23
COMPOSITE FRAMING SUPPORT
SYSTEM: 06_7100
DEFLECTION
HEAD:
05_4000
SELF ADHERING WRM: 07_2715
METAL BASE FLASHING AND
COUNTER- FLASHING : 07_6200
SIMILAR
A-5.01
7
SIMILAR
FIRST FLOOR
+28' -2 3/8"
ORCHESTRA
+25' -8 3/8"
B1
A-5.02
7
A-5.02
9
A-5.02
8
OVERHEAD COILING
DOOR: 08_3323
CONTINUOUS UNDER-SLAB
VAPOR RETARDER: 07_
2616.13
3" HIGH-DENSITY RIGID
INSULATION (CONTINUOUS):
07_2100
LOADING DOCK
APRON
CONTROLLED
ENGINEERED FILL - SEE
STRUCTURAL DRAWINGS
FACE OF FOUNDATION
WALL (BEYOND)
SOLDIER
COURSE
NORMAN FACE-
BRICK, 1/3
RUNNING BOND:
04_2000
PRECAST CONCRETE
COPING: 04_2000
COMPOSITE METAL COPING,
CONTINUOUS WITH WALL PANELS:
07_4213.23
PARAPET FLASHING:
07_5419
LINTEL BLOCK: 04_2000
MIN. VERTICAL DIM. OF INSULATION3' - 11 1/4"ALUMINUM-FACED
COMPOSITE WALL PANEL
SYSTEM (074213.23)8"34 COURESES + 35 JOINTS7' - 7 1/8" M.O.METAL THRU-WALL
FLASHING: 07_6200
MAIN ROOF
+54' -10 3/8"
EWA-2
A-5.31
18
A-5.31
16
DEFLECTION HEAD:
05_4000
8" COLD FORMED METAL STUDS
A-5.03
7
SCUPPER BOX AND
DOWNSPOUT
ALUM THRESHOLD: 08_4413
SET DOOR THRESHOLD IN BED OF
SEALANT AT PERIMETER 08_1113.11
REINFORCED CONCRETE
CURB : [03_3000] SEE
STRUCTURAL DETAIL
A-5.05
15
1' - 10"APPLIED FIREPROOFING:
07_8100 6' - 8"20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
3/4" = 1'-0"2/19/2021 10:52:25 AMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-3.22
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
EXTERIOR WALL
SECTIONS - PART A
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
3/4" = 1'-0"
REFERENCING VIEW: 4/ A-2.11
4 WALL SECTION AT KITCHEN
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-2.11
7 WALL SECTION AT CAFETERIA
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
2 WALL SECTION AT BREAK ROOM
3/4" = 1'-0"
REFERENCING VIEW: 4/ A-2.11
1 WALL SECTION AT MUSIC WING DOOR
3/4" = 1'-0"
REFERENCING VIEW: 2/ A-3.01
6 SECTION AT AUDIT. / CAFETORIUM
3/4" = 1'-0"
REFERENCING VIEW: 4/ A-2.11
5 WALL SECTION AT CUSTODIAL WORK
2 2/12/21 ADDENDUM 2
3 2/18/21 ADDENDUM 3
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-3.42
3 WALL SECTION AT STAIR BULKHEAD
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
Q
MAXIMUM HEIGHT
+63' -2 3/8"
P.7
14" BLADE SUNSHADE VERSOLEIL, TYPICAL
7" BLADE SUNSHADE VERSOLEIL, TYPICAL
ACM
PANEL
A-5.03
2
A-5.03
10
13' - 4"TEAM LEADER
B113
MEDIA CENTER
B203
RA-1
EWA-3
A-5.03
9
A-5.03
8
9' - 0"ROUGH OPENING15' - 4 3/8"2' - 10 1/8"EWA-1
11' - 5"TYPE 1.1
9' -0" AFF
A-5.03
5
RA-2
HUNG STEEL LINTEL:
05_1200
COMPOSITE METAL PANEL GLAZED
INTO CURTAINWALL: 07_4213.23
ALUMINUM CURTAIN
WALL: 08_4413
METAL
THRU-WALL
FLASHING:
04 2000
CONTINUOUS UNDER-
SLAB VAPOR RETARDER:
07_2616.13
PRECAST CONC
BASE: 04_2000 EXTERIOR
GRADE
LINEAR PLASTIC
CEILING: 09 54258 C + 7 J1' - 9 1/8"35 COURSES + 36 JOINTS.7' - 9 3/4"13 COURSES + 13 JOINTS.2' - 10 5/8"MANUFACTURED METAL
COPING: 07_7113
PARAPET FLASHING:
07_5419
CONTINUOUS FIRE
TREATED WD
BLOCKING : 06_1000
METAL BASE FLASHING
AND COUNTER-
FLASHING :07_6200
(TYPICAL)
4' - 0"
HIGH DENSITY RIGID
INSULATION: 07_2100 4"6"8"A-5.06
5
RADIANT PAN:
23_000
3
C4
3
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
K L
T.O.S. GYM HIGH POINT
+62' -7 3/4"
A-5.02
14
A-5.02
15
A-5.06
6
A-5.06
7
2' - 10 1/2"MANUFACTURED METAL
COPING: 07_7100
DEFLECTION
HEAD: 05_4000 35 COURSES + 36 JOINTS7' - 9 3/4"THRU-WALL
FLASHING:
04 2000 10 COURSES + 10 JTS.2' - 2 5/8"EWA-1
EWA-1
EWA-3
PARAPET FLASHING:
07_5419
2' - 4 3/4"RA-1
METAL BASE
FLASHING AND
COUNTERFLASHING:
07_6200
CONTINUOUS UNDER-
SLAB VAPOR RETARDER:
07_2616.13
EXTERIOR
GRADE
CONTINUOUS FIRE
TREATED WD
BLOCKING: 06_1000
METAL THRU-WALL
FLASHING: 07_6200
PRECAST CONC.
COPING:04_2000 MIN. VERTICAL DIM. OF INSULATION.4' - 0"8"9"10 C. + 10 J.2' - 2 3/4"4 7/8"ROUGH OPENING7' - 9 3/4"2' - 7 3/4"T.O. BLOCKING
+57.27 ft
SIMILAR
A-5.06
5
3
SECOND FLOOR
+41' -6 3/8"
P.7
T.O.S. GYM HIGH POINT
+62' -7 3/4"
A-5.03
6
A-5.03
10
EWA-1
RA-1
HUNG STEEL LINTEL:
05_1200
EWA-1
COMPOSITE METAL PANEL GLAZED
INTO CURTAINWALL: 07_4213.23
ALUMINUM CURTAIN
WALL: 08_4413
10' - 4 1/4"ROUGH OPENING7' - 10 1/4"CONTINUOUS FIRE
TREATED WD
BLOCKING : 06_1000
METAL BASE FLASHING
AND COUNTER-
FLASHING :07_6200
A-5.03
8
C3
3
FIRST FLOOR
+28' -2 3/8"
B1
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
3/4" = 1'-0"2/19/2021 10:52:55 AMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-3.23
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
EXTERIOR WALL
SECTIONS - PART B
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
3/4" = 1'-0"
REFERENCING VIEW: 3/ A-2.12
1 WALL SECTION AT MEDIA CENTER
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-2.12
4 WALL SECTION AT ART ROOM
3/4" = 1'-0"
REFERENCING VIEW: 3/ A-2.12
3 WALL SECTION AT MEDIA CENTER CLERESTORY
2 2/12/21 ADDENDUM 2
3 2/18/21 ADDENDUM 3
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
2 PATIAL WALL SECTION AT WALK-IN FREEZER
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
MAXIMUM HEIGHT
+63' -2 3/8"
P
3
A-5.15
6
A-5.16
A-5.03
3
A-5.03
8
A-5.03
12
A-5.03
2
A-5.03
11
CONTINUOUS UNDER-
SLAB VAPOR RETARDER:
07 2600
3" HIGH DENSITY RIGID
INSULATION: 07 2100 --
TO 4'-0" INSIDE
FOUNDATION
FROST APRON -- SEE
STRUCTURAL DWGS
14" BLADE SUNSHADE
VERSOLEIL, TYPICAL
ALUMINUM CURTAIN
WALL: 08_4413
PARAPET FLASHING:
07_5419
CONTINUOUS FIRE
TREATED WD
BLOCKING : 06_1000
METAL BASE FLASHING
AND COUNTER-
FLASHING :07_6200
TABBY SEASHELL CONCRETE
PAVING: 32_1314
COMPOSITE METAL PANEL FOLDS
OVER TO CREATE COPING -
CONTINUOUS WITH WALL PANELS
BELOW: 07 4213.23
P.6
R.O.10' - 2 1/2"2' - 8"5 1/2"C5
3
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
Q
A-5.04
2
A-6.06
3
METAL THRU-WALL
FLASHING: 04 2000
CONTINUOUS UNDER-
SLAB VAPOR
RETARDER: 07
2616.13
PRECAST CONC
BASE: 04_2000
P.9
A-5.06
5
8"10 C. + 10 JTS.2' - 2 5/8"35 COURSES + 36 JOINTS7' - 9 3/4" M. O.3
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAXIMUM HEIGHT
+63' -2 3/8"
T.O.S. GYM HIGH POINT
+62' -7 3/4"
A-5.04
6
A-5.04
9
A-5.04
10
SOLDIER
COURSE
/8 A-5.06
SOLDIER
COURSE
/8 A-5.06
METAL THRU-WALL
FLASHING: 04_2000
CONTINUOUS
UNDER-SLAB
VAPOR RETARDER:
07_2616.13
PRECAST CONC
BASE: 04_2000
EWA-3
COMPOSITE METAL COPING,
CONTINUOUS WITH WALL PANELS:
07_4213.23
PARAPET FLASHING:
07_5419
DEFLECTION
HEAD:05_4000
COMPOSITE METAL PANEL FOLDS
OVER TO CREATE COPING -
CONTINUOUS WITH WALL PANELS
BELOW: 07 4213.23
CONTINUOUS FIRE
TREATED WD
BLOCKING : 06_1000
METAL BASE FLASHING
AND COUNTER-
FLASHING : 07_6200
EWA-2 3' - 1"MASONRY OPENING15' - 4 3/8"PRECAST CONC.
COPING: 04_2000 10 1/2"P.6P.1 P.2
8"4 7/8"55 COURSES + 56 JOINTS12' - 3 1/8"3
C6
3
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
Q
MAXIMUM HEIGHT
+63' -2 3/8"
A-5.03
17
A-5.03
16
A-5.03
13
CONTINUOUS FIRE
TREATED WD
BLOCKING : 06_1000
METAL BASE FLASHING
AND COUNTER-
FLASHING :07_6200
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
3/4" = 1'-0"2/19/2021 10:53:20 AMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-3.24
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
EXTERIOR WALL
SECTIONS - PART B
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
3/4" = 1'-0"
REFERENCING VIEW: 3/ A-2.12
1 WALL SECTION AT MATTACHEESE ENTRANCE
3/4" = 1'-0"
REFERENCING VIEW: 3/ A-2.12
3 WALL SECTION AT ADAPTIVE PE
3/4" = 1'-0"
REFERENCING VIEW: 3/ A-2.12
4 WALL SECTION AT GR 4-5 GYM LOCKERS
3/4" = 1'-0"
REFERENCING VIEW: 3/ A-2.12
2 WALL SECT. AT WIXON ENT. / MEP SCREEN
2 2/12/21 ADDENDUM 2
3 2/18/21 ADDENDUM 3
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
B33
T.O.S. GYM HIGH POINT
+62' -7 3/4"
4
A-5.15
A-5.04
15A
A-5.04
14
CONTROLLED
ENGINEERED
FILL -- SEE
STRUCTURAL
COMPOSITE METAL PANEL FOLDS
OVER TO CREATE COPING -
CONTINUOUS WITH WALL PANELS
BELOW: 07 4213.23
3" HIGH DENSITY RIGID
INSULATION: 07_2100
PRECAST CONC. BASE:
04_2000
3" HIGH DENSITY RIGID
INSULATION WITH
INTEGRAL AVB--USED AS
POUR STOP: 07_2100 WOOD ATHLETIC
FLOORING SYSTEM:
09_6466
A-5.04
10
1' - 10 57/64"
9/64"1' - 5 1/4"5 41/64"ROUGH OPENING15' - 4 5/8"8 1/8"ROUGH OPENING11' - 3 7/8"1' - 4"2' - 7 7/8"C6B
3
C6
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
STEEL TRUSS: 05_2100
PRECAST CONC.
COPING: 04_2000
SOLDIER COURSE
ACOUSTICAL CMU 04_4200
SOLDIER COURSE
NORMAN FACE-BRICK, 1/3
RUNNING BOND: 04_2000
GYMNASIUM
B123
C7
RA-4
EWA-6
55 COURSES + 56 JOINTS12' - 3 1/8"3' - 0 7/8"ROUGH OPENING15' - 4 3/8"A-5.04
13
A-5.04
12
/8 A-5.06
/8 A-5.06
B33
T.O.S. GYM HIGH POINT
+62' -7 3/4"12" GROUND FACED CMU12" ACOUSTICAL GROUND FACED CMUMETAL THRU-WALL FLASHING:
07_6200
METAL THRU-WALL
FLASHING: 04 2000
HIGH DENSITY
RIGID
INSULATION:
07_2100
PRECAST CONC BASE: 04_2000
CONTINUOUS UNDER-
SLAB VAPOR
RETARDER: 07 2600
MANUFACTURED METAL
COPING: 07_7100
PARAPET FLASHING:
07_5419
WOOD ATHLETIC FLOORING
SYSTEM: 09_6466
4' - 0"
1' - 5 3/4"
1' - 6 1/2"
1' - 11"
1' - 5 3/4"
A-5.04
11
12
A-6.10
8"3
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
J
A-5.05
10
A-5.05
11
SOLDIER
COURSE
SOLDIER
COURSE
/8 A-5.06
/8 A-5.06
PRECAST COPING:
04_2000
NORMAN FACE-BRICK:
04_4200
METAL THRU-WALL
FLASHING: 04_2000
CONTINUOUS UNDER-
SLAB VAPOR
RETARDER: 07_1210
PRECAST CONC
BASE: 04_2000
COMPOSITE METAL PANEL
FOLDS OVER TO CREATE
COPING - CONTINUOUS
WITH WALL PANELS
BELOW: 07 4213.23
PARAPET FLASHING:
07_5419
RA-2
1' - 5"
1' - 8"
3"8"55 COURSES + 56 JOINTS12' - 3 1/8"3
J.7
T.O.S. GYM HIGH POINT
+62' -7 3/4"
A-5.04
16
A-5.05
14
EWA-5
MANUFACTURED METAL
COPING: 07_7100
CONTINUOUS FIRE
TREATED WD
BLOCKING : 06_1000
METAL BASE FLASHING
AND COUNTER-
FLASHING : 07_6200
PARAPET FLASHING:
07_5419
RA-4
12" ACOUSTICAL CMU:
04_2000
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
B24 B25
T.O.S. GYM HIGH POINT
+62' -7 3/4"
CONTINUOUS UNDER-
SLAB VAPOR RETARDER:
07_2600
WOOD ATHLETIC FLOORING
SYSTEM: 09_6466
SCHEDULED BASE: SEE FINISH
SCHEDULE (SHEET AF-0.02)
TELESCOPING STANDS: 12_6600
2" CONCRETE TOPPING SLAB: 03_3000,
WITH POLISHED CONC FINISH:03_3543
TILE WAINSCOT: 09_0002
120 MINUTE RATED
GLASS AND FRAME:
08_8813
12" GROUND FACED CMU12" ACOUSTICAL GROUND FACED CMUFIRE TREATED WD
CURB : 06_1000
ROOF TO WALL
EXPANSION JOINT:
07_7200
EWA-5
MANUFACTURED METAL
COPING: 07_7100
PARAPET FLASHING:
07_5419
12" GROUND FACED CMU12" ACOUSTICAL GROUND FACED CMUSTEEL BRACE: 05_2000
2 HOUR RATED CMU
PARAPET: 04:4200
2' - 0"MASONRY OPENING6' - 0 3/8"A-5.04
4
A-5.04
3
3"12" ACOUSTICAL
CMU: 04_2000
A-6.04
15
A-6.04
13
14
A-6.04
A-5.70
12
PENETRATION FIRESTOPPING (AT
HORIZONTAL ASSEMBLIES)
(07_8413.02)
2"A-6.05
24
3
SECOND FLOOR
+41' -6 3/8"
T.O.S. GYM HIGH POINT
+62' -7 3/4"
P.3P.1
A-5.04
1
A-5.04
16
SIMILAR
MANUFACTURED METAL
COPING: 07_7100
FIRE TREATED WOOD
CURB : 06_1000
ROOF-TO-WALL
EXPANSION JOINT : 07_
7129
PARAPET FLASHING:
07_5419
12" ACOUSTICAL
CMU: 04_2000
STAINLESS STEEL
DIMENSIONAL LETTER
SIGNAGE 10_1419
4' - 1 1/2"STAINLESS STEEL
STAND-OFF POSTS TO
PENETRATE
CLADDING PANELS
AND ATTACH TO
BLOCKING: 10_1419
SHEET METAL
BLOCKING [10_1419]
BEHIND THE
CLADDING PANELS TO
ANCHOR SIGNAGE
LETTERS - ATTACH
TO CFS SYSTEM
COMPOSITE FRAMING
SUPPORT SYSTEM
AND MINERAL WOOL
INSULATION [06_7100]
CONTINUOUS 2 HOUR
RATED JOINT FIRESTOPPING
BETWEEN DECK AND FIRE
WALL: 07_8443
EWA-5
2 HOUR RATED CMU FIRE
WALL: 04_200012" GROUND FACED CMU12" ACOUSTICAL GROUND FACED CMU20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
3/4" = 1'-0"2/19/2021 10:53:46 AMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-3.25
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
EXTERIOR WALL
SECTIONS - PART B
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-2.12
4 WALL SECTION AT GYM CORNER
3/4" = 1'-0"
REFERENCING VIEW: 3/ A-3.01
5 WALL SECTION AT GYM CURTAIN WALL
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-2.12
1 WALL SECT. @ GYM NORTH
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-2.12
2 WALL SECTION AT GYMNASIUM - TYP
3/4" = 1'-0"
REFERENCING VIEW: 3/ A-3.01
6 WALL SECTION AT GYMNASIUM WEST WALL
2 2/12/21 ADDENDUM 2
3 2/18/21 ADDENDUM 3
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12B
3 WALL SECTION AT GYM EXPANSION JT
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
B24 B25
A-5.05
3
A-5.05
2
A-5.05
1
THRU-WALL
FLASHING:
07 6200
CONTINUOUS UNDER-
SLAB VAPOR RETARDER:
07_2616.13
PRECAST CONC
BASE: 04_2000
2' - 2"
COMPOSITE METAL PANEL FOLDS
OVER TO CREATE COPING -
CONTINUOUS WITH WALL PANELS
BELOW: 07 4213.23
PARAPET FLASHING:07_5419
4' - 0"
HIGH DENSITY RIGID
INSULATION: 07_2100
2' - 2 3/4"
DEFLECTION
HEAD: 05_4000
CONTINUOUS HUNG STEEL
LINTEL: 05_1200
CONTINUOUS HUNG STEEL
LINTEL: 05_12003' - 3 1/2"ROUGH OPENING7' - 6 3/4"2' - 5 7/8"3' - 3 1/2"ROUGH OPENING. 7' - 6 1/2". 2' - 6"C11
C10
3
3
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
C115
A-5.05
8
A-5.05
7
COMPOSITE METAL PANEL FOLDS
OVER TO CREATE COPING -
CONTINUOUS WITH WALL PANELS
BELOW: 07 4213.23
PARAPET FLASHING: 07_5419
EWA-2
THRU-WALL
FLASHING:
07_6200
CONTINUOUS UNDER-
SLAB VAPOR RETARDER:
07_2616.13
PRECAST CONC
BASE: 04_2000
HIGH DENSITY RIGID
INSULATION: 07_2100
HIGH DENSITY RIGID
INSULATION: 07_2100
DEFLECTION
HEAD: 05_4000
CONTINUOUS HUNG STEEL
LINTEL: 05_1200
A-5.05
3
3' - 3 1/2"ROUGH OPENING7' - 6 1/2"2' - 6"3' - 3 1/2"ROUGH OPENING7' - 6 1/2"2' - 6"C24
C22
3
3
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
CONTINUOUS UNDER-
SLAB VAPOR RETARDER:
07_2616.13
FROST APRON -- SEE
STRUCTURAL DWGS
3" HIGH-DENSITY RIGID
INSULATION: 07_2100
ENTRANCE FLOOR MAT :
12_ 4813
COMPOSITE METAL PANEL FOLDS
OVER TO CREATE COPING -
CONTINUOUS WITH WALL PANELS
BELOW: 07 4213.23
PARAPET FLASHING: 07_5419
EWA-2
ROUGH OPENING10' - 0"DEFLECTION HEAD:
05_4000
3" HIGH-DENSITY RIGID
INSULATION: 07_2100
DEFLECTION
HEAD: 05_4000
CONTINUOUS HUNG STEEL
LINTEL: 05_1200TO TOP OF BLOCKING3' - 6 3/8"A-5.01
14 SIMILAR
A-6.10
3
A-5.03
11
SIMILAR
C23
3
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
B24 B25
A-5.05
3
A-5.06
3CONTINUOUS FIRE
TREATED WD CURB :
06_1000
ROOF EXPANSION
JOINT: 07_9513.16
COMPOSITE METAL PANEL FOLDS
OVER TO CREATE COPING -
CONTINUOUS WITH WALL PANELS
BELOW: 07 4213.23
PARAPET FLASHING:07_5419
CONTINUOUS HUNG STEEL
LINTEL: 05_1200
C11
3
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
A-5.05
6
A-5.05
5
A-5.05
4
COMPOSITE METAL PANEL FOLDS
OVER TO CREATE COPING -
CONTINUOUS WITH WALL PANELS
BELOW: 07 4213.23
THERMALLY-BROKEN RAINSCREEN
ATTACHMENT SYSTEM: 07_4213.23
DEFLECTION
HEAD:
05_4000
SELF ADHERING WRM: 07_2715
EWA-2
THRU-WALL
FLASHING:
07_6200 CONTINUOUS UNDER-
SLAB VAPOR
RETARDER: 07_
2616.13
PRECAST CONC
BASE: 04_2000
HIGH DENSITY RIGID
INSULATION: 07_2100 9"2' - 7 3/4"ROUGH OPENING7' - 10 1/4"2' - 10 1/2"2' - 10 1/8"2' - 7 3/4"ROUGH OPENING7' - 9 3/4"20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
3/4" = 1'-0"2/19/2021 10:54:10 AMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-3.26
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
EXTERIOR WALL
SECTIONS @ 'LINKS' -
PARTS C-D
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
1 TYPICAL SECTION AT B-C LINK
3/4" = 1'-0"
REFERENCING VIEW: 5/ A-2.12
4 TYP. SECT. @ C-D LINK BUILDING - COURTYARD
3/4" = 1'-0"
REFERENCING VIEW: 3/ A-2.13
3 SECTION @ C-D LINK BUILDING - COURTYD ENTRY
3/4" = 1'-0"
REFERENCING VIEW: 2/ A-2.12
2 WALL SECTION AT SO LINK / GYM
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-2.14
5 WALL SECTION AT CLASSROOM EXTENSION
2 2/12/21 ADDENDUM 2
3 2/18/21 ADDENDUM 3
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
D
R.O.10' - 5 1/2"2' - 10 1/2"10 COURSES + 10 JOINTS2' - 2 3/4"55 COURSES + 56 JOINTS7' - 9 3/4"10 C. + 10 J.2' - 2 5/8"8"EXTERIOR SUN
CONTROL
DEVICE: 10_7113
GENERAL CR
D113
GENERAL CR
D213
A-5.06
6
A-5.06
7
11' - 0" AFFLIGHT SHELF W/ INTEGRATED
RADIANT PANEL
11' - 0" AFFTYPE 1.4
11' -0" AFF
TYPE 1.4
11' -0" AFF
EWA-1
EWA-3
RA-1
13' - 4"13' - 4"A-5.06
10
THRU-WALL
FLASHING:
04 2000 CONTINUOUS UNDER-
SLAB VAPOR RETARDER:
07_2616.16
EXTERIOR
GRADE T.O. BLCKG2' - 5"PCC
COPING:
04_2000
MANUFACTURED
METAL COPING:
07_7100
P'PET FLASHING:
07_5419
EXTERIOR SUN
CONTROL
DEVICE: 10_7113
LIGHT SHELF W/ INTEGRATED
RADIANT PANEL
TYPICAL
4' - 0"
3" HIGH-DENSITY
RIGID INSULATION:
07_2100
A-5.06
5
A-5.06
11
4 7/8"9"3
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
D24 D25
STAIR D2
ST-D2
STAIR D2-2
ST-D2
A-5.06
1
A-5.06
4
13' - 4"13' - 4"CONTINUOUS UNDER-
SLAB VAPOR RETARDER:
07 2616.13
3" HIGH DENSITY RIGID
INSULATION: 07_2100
FROST APRON [03_3000]--
SEE STRUCTURAL DWGS
BROOM FIN.
CONCRETE PAVING:
32_1313
3" HIGH-DENSITY RIGID
INSULATION: 07_2100
6' - 0"
COMPOSITE METAL
PANEL FOLDS OVER TO
CREATE COPING -
CONTINUOUS WITH WALL
PANELS BELOW: 07
4213.23
PARAPET FLASHING:
07_5419
RA-2
TYP CW LATERAL BRACE:
ALUM. TEE FASTENED TO
BACK OF VERTICAL
MULLION
SLOTTED CONNECTION
FOR VERTICAL
MOVEMENT
C30
3
D24
A-5.06
6
THRU-WALL
FLASHING:
04 2000 CONTINUOUS UNDER-
SLAB VAPOR RETARDER:
07 2616.13 EXTERIOR
GRADE
PCC
COPING:
04_2000
MANUFACTURED
METAL COPING:
07_7100
P'PET FLASHING:
07_5419
TYPICAL
4' - 0"
3" HIGH-DENSITY
RIGID INSULATION:
07_2100
EWA-1
RADIANT PANEL:
23_0000
RADIANT PANEL:
23_0000
RA-2
A-5.06
5
A-5.06
7
SIMILAR
METAL
THRU-WALL
FLASHING:
04_2000 4 7/8"10 C. + 10 J.2' - 2 3/4"55 COURSES + 56 JOINTS7' - 9 3/4" M.O.10 C. + 10 J.2' - 2 3/4"3
3
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
A
A-5.06
7
A-5.06
6
METAL THRU-WALL
FLASHING: 04_2000
CONTINUOUS UNDER-SLAB
VAPOR RETARDER: 07_2616.13
EXTERIOR
GRADE
MANUFACTURED
METAL COPING:
07_7100
P'PET FLASHING:
07_5419
PRECAST
CONC.
COPING:
04_2000
TYPICAL
4' - 0"
HIGH DENSITY RIGID
INSULATION: 07_2100
VARIES1' - 0"RADIANT PANEL:
23_0000
RADIANT PANEL:
23_0000
RA-1
2' - 10 1/2"ROUGH OPENING7' - 9 3/4"2' - 3 1/8"55 COURSES + 56 JOINTS7' - 9 3/4" M.O.10 C. + 10 J.2' - 2 3/8"PRECAST
CONC.
BASE: 04_
2000 2' - 7 3/4"T.O. BLCKG.2' - 5"EWA-1
A-5.02
6
METAL
THRU-WALL
FLASHING:
04_2000 4 7/8"8"3
3
MAIN ROOF
+54' -10 3/8"
B
RA-2
1' - 7"9' - 0"ROOFTOP EQUIP
SCREEN: 10_8213.13
GALVANIZED STEEL
FRAME: 05_1200
A-5.05
9 3' - 2"9' - 9"7' - 2"1' - 0"10"20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
3/4" = 1'-0"2/19/2021 10:54:34 AMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-3.27
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
EXTERIOR WALL
SECTIONS @
ACADEMIC WINGS -
PARTS C-D
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
3/4" = 1'-0"
REFERENCING VIEW: 5/ A-2.13
5 TYPICAL SECTION @ CLASSROOM WING SOUTH
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-2.13
1 TYPICAL SECTION @ CLASSROOM WING CW
3/4" = 1'-0"
REFERENCING VIEW: 2/ A-2.14
2 TYPICAL SECTION @ CLASSROOM WING END WALL
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-2.13
3 TYP. SECT @ CLASSROOM WING NORTH
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-2.14
4 WALL SECTION AT ACOUSTICAL SCREEN
``
2 2/12/21 ADDENDUM 2
3 2/18/21 ADDENDUM 3
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
D.1 D
THRU-WALL
FLASHING:
04_2000
CONTINUOUS UNDER-SLAB
VAPOR RETARDER: 07_2616.13
EXTERIOR
GRADE
METAL
THRU-WALL
FLASHING:
07_6200
PCC
COPING:
04_2000
MANUFACTURED
METAL COPING:
07_7100
P'PET FLASHING:
07_5419
3" HIGH-DENSITY
RIGID INSULATION:
07_2100
RADIANT PANEL:
23_0000
RADIANT PANEL:
23_0000
A-5.06
7
A-5.06
9
A-5.06
5
SIMILAR
A-5.06
9SIMILAR
3
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
A
A-5.06
12
THRU-WALL
FLASHING:
04_2000
CONTINUOUS UNDER-SLAB
VAPOR RETARDER: 07_2616.13
EXTERIOR
GRADE
METAL
THRU-WALL
FLASHING:
07_6200
PCC STRINGCOURSE
04_2000
MANUFACTURED
METAL COPING:
07_7100
P'PET FLASHING:
07_5419
3" HIGH-DENSITY
RIGID INSULATION:
07_2100
RADIANT PANEL:
23_0000
RADIANT PANEL:
23_0000
4' - 0"
A-5.06
7
A-5.06
2 4 7/8"10 COURSES + 10 JOINTS2' - 2 3/4"9 COURSES + 10 JTS.2' - 0 3/8"8"36 COURSES + 36 JOINTS8' - 0"2' - 7 3/4"ROUGH OPENG2' - 0 3/4"3
FIRST FLOOR
+28' -2 3/8"
C21
THRU-WALL
FLASHING:
07 6200 CONTINUOUS UNDER-
SLAB VAPOR RETARDER:
07_2616.13
PRECAST CONC
BASE: 03_4500
HIGH DENSITY RIGID
INSULATION: 07_2100
A-5.05
1
SIMILAR
TYP CW LATERAL BRACE:
ALUM. TEE FASTENED TO
BACK OF VERTICAL
MULLION
SLOTTED CONNECTION
FOR VERTICAL
MOVEMENT
C19
3
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
V
B.O. MUSIC WING ROOF
+50' -0 3/8"
A-5.01
14
CONTINUOUS UNDER-
SLAB VAPOR
RETARDER: 07_2600
EXTERIOR
GRADE
3" HIGH DENSITY
RIGID INSULATION:
07_2100
(TYP)
4' - 0"
2" CONCRETE TOPPING
SLAB: 03_3000, WITH
POLISHED CONC FINISH:03_
3543PRECAST CONC.
BASE: 04_2000
CONC FOUNDATION:
03_3000
MIN. VERTICAL DIM. OF INSULATION4' - 0"A-5.02
1
A-5.02
2
METAL THRU-
WALL FLASHING:
07_6200
PCC LINTEL
PIECE 04_2000 4 7/8"M.O.11' - 7 1/8"T.O. BLOCKING
50.61'2' - 7"A-5.43
1
C9
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
3/4" = 1'-0"2/19/2021 10:54:52 AMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-3.28
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
EXTERIOR WALL
SECTIONS - PARTS A-D
(MISC)
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
2 2/12/21 ADDENDUM 2
3 2/18/21 ADDENDUM 3
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
4 WALL SECTION AT SOUTH-FACING CLERESTORY
3/4" = 1'-0"
REFERENCING VIEW: 8/ A-2.13
3 WALL SECTION AT BASE AT NW CORNER
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-2.13
2 WALL SECTION AT C-D STAIR C.W. BASE
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
1 WALL SECT AT AUDIT. LOBBY SOUTH
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
A8
FIRST FLOOR
-2.50 ft
B.O. MUSIC WING ROOF
+50' -0 3/8"
MUSIC
A104
MUSIC ENSEMBLE
A106A
SPRAYED FIRE-RESISTANCE
MATERIALS (07_8100.01)
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
V
FIRST FLOOR
-2.50 ft
B.O. MUSIC WING ROOF
+50' -0 3/8"
SPRAYED FIRE-RESISTANCE
MATERIALS
CORRIDOR
A101
MUSIC ENSEMBLE
A104A
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
MAXIMUM HEIGHT
+63' -2 3/8"
T.O.AUDITORIUM ROOF DECK
+60' -8 3/8"
B.O. MUSIC WING ROOF
+50' -0 3/8"
AUDITORIUM LOBBY
A100
AUDITORIUM
A209
A-3.21
4
SPRAYED FIRE-RESISTANCE
MATERIALS (07_8100.01)
SPRAYED FIRE-RESISTANCE
MATERIALS (07_8100.01)
LINEAR WOOD CEILING (SEE
CEILING TYPES) (FSB) (09_5426.13)
ALTERNATING DEPTH X 1 5/16”WIDE
LINEAR WOOD GRAIN PANEL GRILLE
SUSPENDED CEILING AND WALL
SYSTEM (09_5426.13.02)
INTERIOR LIGHTING (SEE ELEC.
DRAWINGS) (26_5110)
ALTERNATING DEPTH X 1 5/16”WIDE
LINEAR WOOD GRAIN PANEL GRILLE
SUSPENDED CEILING AND WALL
SYSTEM (09_5426.13.02)
ALTERNATING DEPTH X 1 5/16”WIDE
LINEAR WOOD GRAIN PANEL GRILLE
SUSPENDED CEILING AND WALL
SYSTEM (09_5426.13.02)
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO.ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
3/4" = 1'-0"1/25/2021 4:18:43 PMC:\REVIT LOCAL\71010_DYIMS_CONSTRUCTION DOCUMENTS_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
A-3.31
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
100% CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
INTERIOR WALL
SECTIONS - PART A
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
1 INTERIOR WALL SECTION - A8
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
2 INTERIOR WALL SECTION V
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.20
3 Section 145
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
MAXIMUM HEIGHT
+63' -2 3/8"
P
T.O.AUDITORIUM ROOF DECK
+60' -8 3/8"
B.O. MUSIC WING ROOF
+50' -0 3/8"
AUDITORIUM
A109
STAGE
A116A
A-3.22
6
SPRAYED FIRE-RESISTANCE
MATERIALS (07_8100.01)
A-5.57
1
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
R
MAXIMUM HEIGHT
+63' -2 3/8"
T.O.AUDITORIUM ROOF DECK
+60' -8 3/8"
B.O. MUSIC WING ROOF
+50' -0 3/8"
VEST
A109D
AUDITORIUM
A109F
SPRAYED FIRE-RESISTANCE
MATERIALS (07_8100.01)
INTERIOR STEEL PIPE RAILING,
SHOP-PRIMED & PAINTED (SEE
STAIR DETAILS) (05_5213.02)
GYPSUM CEILING BOARD, PAINTED
(09_2900.03)
S08B-1
JOINT FIRESTOPPING (AT JOINTS
BETWEEN FIRE-RATED
CONSTRUCTION) (07_8443.01)
COLD-FORMED METAL FRAMING
(05_4000)
(2) LAYERS OF 5/8" GYPSUM
WALL BOARD, PAINTED
(09_2900.14)
JOINT FIRESTOPPING (AT
JOINTS BETWEEN FIRE-RATED
CONSTRUCTION) (07_8443.01)
A-5.57
1
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
MAXIMUM HEIGHT
+63' -2 3/8"
P
T.O.AUDITORIUM ROOF DECK
+60' -8 3/8"
B.O. MUSIC WING ROOF
+50' -0 3/8"
VEST
A109D
CUST WORK
A117
SPRAYED FIRE-RESISTANCE MATERIALS
(07_8100.01)
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
U
MAXIMUM HEIGHT
+63' -2 3/8"
T.O.AUDITORIUM ROOF DECK
+60' -8 3/8"
B.O. MUSIC WING ROOF
+50' -0 3/8"
WATER/FIRE SERVICE
A103
CORRIDOR
A101
AUDITORIUM
A109F
SPRAYED FIRE-RESISTANCE
MATERIALS (07_8100.01)
SPRAYED FIRE-RESISTANCE
MATERIALS (07_8100.01)
S06B S08B-1
SPRAYED FIRE-RESISTANCE
MATERIALS (07_8100.01)
SPRAYED FIRE-RESISTANCE
MATERIALS (07_8100.01)
CONCEALED ACOUSTICAL SEALANT
JOINT (07_9219.02)
JOINT FIRESTOPPING (AT JOINTS
BETWEEN FIRE-RATED
CONSTRUCTION) (07_8443.01)
S03A-1
JOINT FIRESTOPPING (AT JOINTS
BETWEEN FIRE-RATED
CONSTRUCTION) (07_8443.01)
JOINT FIRESTOPPING (AT JOINTS
BETWEEN FIRE-RATED CONSTRUCTION)
(07_8443.01)
SPRAYED FIRE-RESISTANCE MATERIALS
(07_8100.01)
JOINT FIRESTOPPING (AT JOINTS
BETWEEN FIRE-RATED CONSTRUCTION)
(07_8443.01)
INTERIOR STEEL PIPE RAILING,
SHOP-PRIMED & PAINTED (SEE STAIR
DETAILS) (05_5213.02)
ACCESS LADDER W/HANDRAILS (MISC.
METALS), PAINTED (SEE DETAILS)
(05_5000.20)
BRACE BACK TO
STRUCTURE
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
U
MAXIMUM HEIGHT
+63' -2 3/8"
T.O.AUDITORIUM ROOF DECK
+60' -8 3/8"
FIRST FLOOR
-2.50 ft
1
A-5.61
B.O. MUSIC WING ROOF
+50' -0 3/8"
AUDITORIUM LOBBY
A100
AUDITORIUM
A209
SPRAYED
FIRE-RESISTANCE
MATERIALS
(07_8100.01)
SPRAYED FIRE-RESISTANCE
MATERIALS (07_8100.01)
SPRAYED FIRE-RESISTANCE
MATERIALS (07_8100.01)
SPRAYED FIRE-RESISTANCE
MATERIALS (07_8100.01)
RECESSED LIGHT FIXTURE
(SEE ELEC. DRAWINGS)
(26_5110.02)
GYPSUM CEILING BOARD,
PAINTED (09_2900.03)
6" METAL STUD
FRAMING (09_2216.06)
8" METAL STUD
(05_4000.17)
3 5/8" METAL STUD
FRAMING (09_2216.04)
(2) LAYERS OF 5/8"
GYPSUM WALL
BOARD, PAINTED
(09_2900.14)
GYPSUM CEILING
BOARD, PAINTED
(09_2900.03)
(2) LAYERS OF 5/8"
GYPSUM WALL
BOARD, PAINTED
(09_2900.14)
6" METAL STUD
FRAMING (09_2216.06)
8" METAL STUD (05_4000.17)
6" METAL STUD FRAMING
(09_2216.06)
MINERAL WOOL INSULATION
(072100) (07_2100.06)
PACK TIGHT WITH
(2) LAYERS OF 5/8" GYPSUM
WALL BOARD, PAINTED
(09_2900.14)
SPRAYED FIRE-RESISTANCE
MATERIALS (07_8100.01)
SPRAYED FIRE-RESISTANCE
MATERIALS (07_8100.01)
AROUND COLUMN
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO.ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
3/4" = 1'-0"1/25/2021 4:19:07 PMC:\REVIT LOCAL\71010_DYIMS_CONSTRUCTION DOCUMENTS_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
A-3.32
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
100% CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
INTERIOR WALL
SECTIONS - PART A
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
3/4" = 1'-0"
REFERENCING VIEW: 5/ A-4.22
1 INTERIOR WALL SECTION P (2)
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-3.11
3 INTERIOR WALL SECTION R
3/4" = 1'-0"
REFERENCING VIEW: 5/ A-4.22
2 INTERIOR WALL SECTION P
3/4" = 1'-0"
REFERENCING VIEW: 5/ A-4.22
4 INTERIOR WALL SECTION U (2)
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.20
5 INTERIOR WALL SECTION U
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
M.5
MAXIMUM HEIGHT
+63' -2 3/8"
T.O.S. GYM HIGH POINT
+62' -7 3/4"
MEDIA WORK
B204
NURSE OFFICE / WAITING
B112
LOBBY
B101
6" METAL STUD FRAMING
(09_2216.06)
6" METAL STUD FRAMING
(09_2216.06)
INTERIOR HOLLOW METAL
BORROWED LIGHT (PAINTED
FRAME) (08_1113.03)
ACOUSTICAL CEILING TILE
(ACT) (SEE CEILING TYPES)
(09_5113.01)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
6" METAL STUD FRAMING
(09_2216.06)
ACOUSTICAL CEILING TILE
(ACT) (SEE CEILING TYPES)
(09_5113.01)
HVAC ITEM (SEE HVAC
DRAWINGS) (23_0000)
RECESSED LIGHT FIXTURE
(SEE ELEC. DRAWINGS)
(26_5110.02)
26
A-6.03
A-6.03
27
EZY-JAMB SRC SINGLE-RABBET
DOOR FRAME - SEE DETAILS
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
INTERIOR HOLLOW METAL
BORROWED LIGHT (PAINTED
FRAME) (08_1113.03)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
A-5.51
2
MEDIA CENTER
B20319' - 7 1/2"SPRAYED FIRE-RESISTANCE
MATERIALS (07_8100.01)
8" METAL JOIST (05_4000.18)
?
CONCEALED ACOUSTICAL
SEALANT JOINT (07_9219.02)
SPRAYED FIRE-RESISTANCE
MATERIALS (07_8100.01)
GYPSUM CEILING BOARD,
PAINTED (09_2900.03)
?
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
B.O. MUSIC WING ROOF
+50' -0 3/8"
B12
SPRAYED FIRE-RESISTANCE
MATERIALS (07_8100.01)
ACOUSTICAL CEILING TILE (ACT)
(SEE CEILING TYPES) (09_5113.01)
INTERIOR HOLLOW METAL
BORROWED LIGHT (PAINTED
FRAME) (08_1113.03)
PLASTIC LAMINATE ACCENT
PORTAL, REFER TO A-5.60 FOR
DETAIL (06_4000.06)
ACOUSTICAL CEILING TILE
(ACT) (SEE CEILING TYPES)
(09_5113.01)
5/8 GYPSUM WALL BOARD, PAINTED
(09_2900.23)
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
FIRST FLOOR
-2.50 ft
B.O. MUSIC WING ROOF
+50' -0 3/8"
B12
CUST STOR
B202
CAF STORAGE
A115
CORRIDOR
A100B
SPRAYED FIRE-RESISTANCE
MATERIALS
SPRAYED FIRE-RESISTANCE
MATERIALS
WALL TILE (SEE FINISH SCHEDULE)
ACOUSTICAL CEILING TILE (ACT)
(SEE CEILING TYPES)
S08B-1 F03C
COLD-FORMED METAL FRAMING
(05_4000)
STEEL TRACK (05_4000.03)
STEEL TRACK (05_4000.03)
COLD-FORMED METAL FRAMING
(05_4000)
STEEL TRACK (05_4000.03)
GYPSUM BOARD ON
NON-STRUCTURAL METAL
FRAMING, SEE PLAN FOR WALL
TYPES (09_2900.02)
5/8" CEMENT BOARD TILE BACKER
(09_2900.06)
STEEL TRACK (05_4000.03)
S08B-1
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO.ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
3/4" = 1'-0"1/25/2021 4:19:25 PMC:\REVIT LOCAL\71010_DYIMS_CONSTRUCTION DOCUMENTS_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
A-3.33
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
100% CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
INTERIOR WALL
SECTIONS - PART B
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
3/4" = 1'-0"
REFERENCING VIEW: 3/ A-2.12
1 INTERIOR WALL M.5
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.26
3 INTERIOR WALL SECTION B12 (2)
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.20
2 INTERIOR WALL SECTION B12
SECOND FLOOR
+41' -6 3/8"
A22 A21
3
A-3.23A25A26
RECORDING
B205B
RECORDING
B205A
MEDIA CENTER
B203
MEDIA CENTER
B203
R06B
3 5/8" METAL STUD
FRAMING (09_2216.04)
R06B
R06B
4" PERIMETER TRIM, GRID AND
CEILING (SEE RCPS FOR TYPE)
(095113) (09_5113.12)
5/8 GYPSUM WALL BOARD, PAINTED
(09_2900.23)
4" PERIMETER TRIM, GRID AND
CEILING (SEE RCPS FOR TYPE)
(095113) (09_5113.12)
8" METAL JOIST (05_4000.18)
3 5/8" METAL STUD FRAMING
(09_2216.04)
5/8 GYPSUM WALL BOARD, PAINTED
(09_2900.23)
ACOUSTICAL CEILING TILE (ACT)
(SEE CEILING TYPES) (09_5113.01)
GYPSUM BOARD (09_2900)
MARKER BOARD (SEE PLAN FOR
LENGTH, SEE SPEC FOR MOUNTING
REQUIREMENTS) (101100)
(10_1100.01)
INTERIOR ARCHTECTURAL
WOODWORK (06_4020)
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
MAXIMUM HEIGHT
+63' -2 3/8"
P.7
T.O.S. GYM HIGH POINT
+62' -7 3/4"
N.6
1
A-3.34
RECORDING
B205A
INNOVATION / MEDIA LAB
B205
GYPSUM BOARD (09_2900)
ACOUSTICAL CEILING TILE (ACT)
(SEE CEILING TYPES) (09_5113.01)
GYPSUM BOARD (09_2900)
8" METAL JOIST (05_4000.18)
8" METAL JOIST (05_4000.18)
CONCEALED ACOUSTICAL SEALANT
JOINT (07_9219.02)
CONCEALED ACOUSTICAL SEALANT
JOINT (07_9219.02)
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO.ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
3/4" = 1'-0"1/25/2021 4:19:45 PMC:\REVIT LOCAL\71010_DYIMS_CONSTRUCTION DOCUMENTS_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
A-3.34
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
100% CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
INTERIOR WALL
SECTIONS - PART B
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
3/4" = 1'-0"
REFERENCING VIEW: 2/ A-3.34
1 INTERIOR WALL SECTION AT MEDIA RECORDING EAST-WEST
3/4" = 1'-0"
REFERENCING VIEW: 3/ A-4.42
2
INTERIOR WALL SECTION - MEDIA CENTER RECORDING
NORTH-SOUTH
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
D.1D
FIRST FLOOR
-2.50 ft
MAKER SPACE
C125
GENERAL CR
D105
EQUIPMENT (DIVISION 11)
ACOUSTICAL CEILING TILE
(ACT) (SEE CEILING TYPES)
(09_5113.01)
ACOUSTICAL CEILING TILE
(ACT) (SEE CEILING TYPES)
(09_5113.01)
FOAM SEAL (07_9513.13.09)
FOAM SEAL (07_9513.13.09)
GYPSUM CEILING BOARD,
PAINTED (09_2900.03)
EQUIPMENT (DIVISION 11)
FOAM SEAL (07_9513.13.09)
MARKER BOARD (SEE PLAN FOR
LENGTH, SEE SPEC FOR MOUNTING
REQUIREMENTS) (101100)
(10_1100.01)
MARKER BOARD (SEE PLAN FOR
LENGTH, SEE SPEC FOR MOUNTING
REQUIREMENTS) (101100)
(10_1100.01)
FOAM SEAL (07_9513.13.09)
A-5.05
12
2
F03BF03B
F03B
F03B
2
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
D.1D
FIRST FLOOR
-2.50 ft
H.M. FRAME, PAINTED
(08_1113.13)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
(2) LAYERS OF 5/8" GYPSUM
WALL BOARD, PAINTED
(09_2900.14)
GYPSUM CEILING BOARD,
PAINTED (09_2900.03)
WALL/CEILING EXPANSION
JOINT COVER (07_9513.13.02)
WOOD WAINSCOT CAP (SEE
DETAILS) (06_4000.24)
WOOD WAINSCOT CAP (SEE
DETAILS) (06_4000.24)
INTERIOR HOLLOW METAL
BORROWED LIGHT (PAINTED
FRAME) (08_1113.03)
INTERIOR HOLLOW METAL
BORROWED LIGHT (PAINTED
FRAME) (08_1113.03)
GYPSUM CEILING BOARD,
PAINTED (09_2900.03)
HARDWOOD TRIM WITH CLEAR
FINISH (06_4000.02)
HARDWOOD TRIM WITH CLEAR
FINISH (06_4000.02)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
WALL/CEILING EXPANSION
JOINT COVER (07_9513.13.02)
RECESS-MOUNT FLOOR
EXPANSION JOINT COVER
(07_9513.13.03)
WALL/CEILING EXPANSION
JOINT COVER (07_9513.13.02)
3 5/8" METAL STUD FRAMING
(09_2216.04)
3 5/8" METAL STUD FRAMING
(09_2216.04)
ACOUSTICAL CEILING TILE
(ACT) (SEE CEILING TYPES)
(09_5113.01)
ACOUSTICAL CEILING TILE
(ACT) (SEE CEILING TYPES)
(09_5113.01)
A-5.05
12
A-6.05
20
2
A-6.05
26 2
5/8 GYPSUM WALL BOARD,
PAINTED (09_2900.23)
2
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
G
(TBD.03)
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
F
SCIENCE CR
C106
CORRIDOR
C100
SCIENCE CR
C206
CORRIDOR
C200
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
3/4" = 1'-0"2/13/2021 2:42:03 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-3.35
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
INTERIOR WALL
SECTIONS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
3/4" = 1'-0"1
INTERIOR WALL SECTION - COLUMN
LINE D @ CLASSROOMS
3/4" = 1'-0"2
INTERIOR WALL SECTION - COLUMN
LINE D @ CORRIDORS
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
3 INTERIOR WALL SECTION - COLUMN LINE G
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
4 INTERIOR WALL SECTION - COLUMN LINE F
2 2/12/21 ADDENDUM 2
2 2
UP
DN
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
MAXIMUM HEIGHT
+63' -2 3/8"
LOBBY
B101
LOBBY
B2008' - 4"13' - 4"13' - 4"T.O.S. GYM HIGH POINT
+62' -7 3/4"
A-3.47
1
A-3.47
4
A-3.47
7
A-3.47
2
PLATFORM RISERS3' - 6"1' - 2"1' - 2"1' - 2"19 RISERS11' - 0"OPEN TO
BEYOND
3
6
A-3.41
B21
LOBBY
B101
CUSTOM MILLWORK PLATFORMS
2' - 4"4 RISERS @ 6"2' - 4"A-3.47
10
4
A-3.41M
WIDTH VARIES. REFER TO PLAN6 169/256"13' - 4"7' - 9 3/8"13' - 4"15
A-6.04
13
A-6.0414
A-6.04
B20
M.5
4
A-3.41
1
A-3.41
6
A-3.41
6
A-3.41
B21
5
A-3.41
HANDRAIL
HANDRAIL
PLATFORM
BENCH
BENCH
GUARDRAIL / HANDRAIL
GUARDRAIL / HANDRAIL
HANDRAIL
HANDRAIL 22' - 9"36' - 0"
34' - 7 3/4"
TREAD
11"PLATFORM7' - 9"20' - 9 1/2"1' - 10 3/4"
3' - 2 1/8"
HANDRAIL
1' - 2 1/8"7' - 8 7/8"18 TREADS
16' - 6"
A29 A30
2 23/256"7' - 8"REFER TO:A-3.48
FOR PRECAST
TERRAZZO JOINTING
9' - 6"B20
M.5
4
A-3.41
4
A-3.41
1
A-3.41
1
A-3.41
6
A-3.41
6
A-3.41
B21
5
A-3.41
5
A-3.41
18 TREADS
16' - 6"
GUARDRAIL/HANDRAIL
GUARDRAIL/HANDRAIL
OPEN TO BELOW 22' - 9"36' - 0"
TREAD
11"7' - 9"20' - 9 1/2"1' - 10 3/4"
3' - 2 1/8"
3' - 0"7' - 8 7/8"LANDING
2' - 0 7/8"
A26
A27
A28
A29 A30
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
MAXIMUM HEIGHT
+63' -2 3/8"T.O.S. GYM HIGH POINT
+62' -7 3/4"
A-3.47
8
A-3.47
5
3 PLATFORM RISERS3' - 6"4 RISERS2' - 4"6 169/256"7' - 9 87/256"13' - 4"13' - 4"A25A26A27A28A29
OPEN TO BEYOND
3
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"2/19/2021 10:55:27 AMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-3.41
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
STAIR PLANS &
SECTIONS - PART B
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 2-/ A-3.12
1 STAIR-PART B (1.1)
1/4" = 1'-0"
REFERENCING VIEW: 2/ A-3.41
4 STAIR-PART B (1.2)
1/4" = 1'-0"
REFERENCING VIEW: 2/ A-3.41
6 STAIR-PART B (1.3)
7 STAIR-PART B (1)_FIRSTFL.
8 STAIR-PART B (1)_SECOND FL.
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
2 STAIR-1ST FL-PART B (1)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
3 STAIR-2ND FL-PART B (1)
1/4" = 1'-0"
REFERENCING VIEW: 2/ A-3.41
5 STAIR-PART B (1.1)1
2 2/12/21 ADDENDUM 2
3 2/18/21 ADDENDUM 3
UP
UP
DN
K
B14
1
A-3.42
STAIR B1
ST-B1
S08B
S06B
S03C-1
S06B
K.8
B15
EXT18
LANDING
7' - 0"
STAIR (11 TREADS)
10' - 1"
MID- LANDING
5' - 0"
HANDRAIL
HANDRAIL
27' - 4 11/16"
TREAD
11"4' - 0"A-5.17
4
B119C
+28.20 ft
1' - 11"
K
B14
1
A-3.42 STAIR B1
ST-B1
LK.8
F03B
B15
F03D
F03D
HANDRAIL
HANDRAIL
R 4' - 0"R 4 ' - 0"B12
MID LANDING
5' - 0"
11 TREADS
10' - 1"6' - 9 5/8"4"
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
K
MAXIMUM HEIGHT
+63' -2 3/8"
LK.8
ST-B1B
ST-B1C
EXT18
5' - 11"26' - 11"12 RISERS6' - 8"12 RISERS6' - 8"1-HR HORIZONTAL
SHAFTWALL- CORRIDOR
CEILING & STAIR SOFFIT
32' - 10"8' - 4"13' - 4"13' - 4"19
A-5.41
A-3.45
9 12 RISERS7' - 6"11 RISERS6' - 10 1/2"5' - 0"
A-3.22
3
A-5.06
7
SIM
WALL MOUNTED LIGHT FIXTURE
(SEE ELEC. DRAWINGS) (26_5110.03)
WALL MOUNTED LIGHT FIXTURE
(SEE ELEC. DRAWINGS) (26_5110.03)
WALL MOUNTED LIGHT FIXTURE
(SEE ELEC. DRAWINGS) (26_5110.03)
1
A-3.42
L
K.8
3' - 7 1/4"4 5/8"HANDRAIL
HANDRAIL
ST-B1D
10 TREADS
9' - 2"5' - 0 5/8"
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO.ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"1/25/2021 4:20:44 PMC:\REVIT LOCAL\71010_DYIMS_CONSTRUCTION DOCUMENTS_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
A-3.42
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
100% CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
STAIR PLANS &
SECTIONS - PART B
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
2 STAIR-1ST FL-PART B (2)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12A
3 STAIR-2ND FL-PART B (2)
1/4" = 1'-0"
REFERENCING VIEW: 2/ A-3.42
1 STAIR-PART B (2.1)1/4" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
4 STAIR-ROOF-PART B (2)
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
FIRST FLOOR
2.50 ft
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
C2
7
A-3.43
STAIR C1
ST-C1-2
A-3.45
9 17 RISERS9' - 10 1/4"6 RISERS3' - 5 3/4"13' - 4"13' - 4"STAIR C1
ST-C1
A-5.06
4
A-3.45
1
A-3.45
8
2
2
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
GF.4
5
A-3.43
STAIR C1
ST-C1-2
STAIR C1
ST-C1
A-3.45
3
A-3.45
4
A-3.45
713' - 4"13' - 4"F
C21 C22
1
A-3.43
4
A-3.43
4
A-3.43
STAIR C2
ST-C2
F.5
A-5.20
9
A-5.20
8
10
A-3.44
5
A-3.44
2
A-3.28
A-5.55
6
+28.20 ft
HANDRAIL
HANDRAIL/GUARDRAIL
TREAD
11"
16 TREADS
14' - 8"
4
A-5.66
1' - 11"
2
F
C21 C22
1
A-3.43
4
A-3.43
4
A-3.43
STAIR C2
ST-C2-2
F.5
A-5.19
8
A-5.19
7
OPP.
R 5' - 0"
R 5' - 0"
HANDRAIL
HANDRAIL/GUARDRAIL
HANDRAIL
HANDRAIL/GUARDRAIL
3
A-3.46
A-3.46
9
5' - 0"1' - 10 1/2"5' - 0"LANDING
5' - 6" 3' - 6 3/4"
LANDING
6' - 5"
5 TREADS
4' - 7"
G
F.4
C1
C2
5
A-3.43
7
A-3.43
7
A-3.43
STAIR C1
ST-C1
A-5.20
8 R 5' - 0"EXT33
A-5.55
6
+28.20 ft
HANDRAIL
HANDRAIL / GUARDRAIL
16 TREADS
14' - 8"
1' - 11"
TREAD
11"
2
G
F.4
C1 C2
5
A-3.43
7
A-3.43
7
A-3.43
STAIR C1
ST-C1-2
A-5.19
8
A-5.19
7 R 5' - 0 "HANDRAIL / GUARDRAIL
HANDRAIL / GUARDRAIL
HANDRAIL
HANDRAIL
5' - 0"1' - 10 1/2"5' - 0"5 1/4"6' - 5"
5' - 6"
5 TREADS
4' - 7"
3' - 6 1/4"
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
C21 4
A-3.43
STAIR C2
ST-C2-2
STAIR C2
ST-C2
MILLWORK BENCH 23 RISERS13' - 4"10
A-3.44
A-3.44
1 13' - 4"A-3.45
6
6 RISERS3' - 5 3/4"17 RISERS9' - 10 1/4"A-3.47
12
A-5.06
4
FOR STAIR MILLWORK
DETAILS
REFER TO:A-3.44
2
2
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
F
1
A-3.43
STAIR C2
ST-C2-2
STAIR C2
ST-C2
F.5
A-3.46
513' - 4"13' - 4"20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"2/13/2021 2:43:17 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-3.43
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
STAIR PLANS &
SECTIONS - PARTS C &
D
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 7/ A-3.43
5 STAIR-PART C (2.1)
1/4" = 1'-0"
REFERENCING VIEW: 5/ A-3.43
7 STAIR-PART C (2.2)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
2 STAIR-1ST FL-PART C (1)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12A
3B STAIR-2ND FL-PART C (1)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
8 STAIR-1ST FL-PART C (2)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12A
9 STAIR-2ND FL-PART C (2)
1/4" = 1'-0"
REFERENCING VIEW: 2/ A-3.43
1 STAIR-PART C (1.1)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-3.43
4 STAIR-PART C (1.2)
6 STAIR-PART C (1)
2 2/12/21 ADDENDUM 2
2
2
2
FIRST FLOOR
+28' -2 3/8"1st f l oor
28' -2 1/2"
4
A-3.43
10
A-3.44
11
A-3.44
3/4" REVEAL, PAINT TO
MATCH GUARDRAIL FINISH
PLYWOOD TO
END AT CEILING
GWB.BOARD WALL TO BE PAINTED,
SEE FINISH SCHEDULE
1/2" SOLID SURFACE W/PLYWOOD BACKING
REFER TO FINISH LEGEND
A-5.41
21
WOOD BUILT-IN BENCH, PL-01 (SEE
DETAILS). CONTINUOUS BALTIC BIRCH
VENEER GRADE PLYWOOD BENCH
W/MOVEMENT JOINTS EVERY 8'-0" O.C.
COLOR TO MATCH PL-01 (06_4000.13)
18
A-5.6016
A-5.60
3/16" EXPANSION JOINT
ALIGN19
A-5.60
LASER CUT OPENINGS ON SOLID
SURFACE PANEL. 50% OPENING MIN.
REQUIRED
1"8 1/2"1"1' - 5"1' - 6"2' - 2 1/2"2' - 3 1/2"R 5"1" TYP.3"6"1' - 3"3 1/2"REMOVABLE PANEL FOR
ACCESS TO MECHANICAL UNIT
3
SELF-EDGED FINISHED.
COLOR TO MATCH PL-01
3
FIRST FLOOR
+28' -2 3/8"
C21c21
Light Shelf 1
ELEV. = 8' - 6 1/4"
Auditorium Level 1
28' -2 3/8"
Level 1
0' -0"
Level 1
0' -0"
C21
1st floor
28' -2 1/2"
c21
FIRST FLOOR
-2.50 ft
10
A-3.44
A-3.44
12
A-3.44
8
A-3.44
7
(1) LAYERS OF 3/4" PLYWOOD
BACKING
(2). LAYERS OF GWB.BOARD,
SEE FLOORPLAN FOR WALL
TYPE
TILE WALL
BEYOND, SEE
FINISH SCHEDULE
1/8" REVEAL
CONTINUOUS 1" VENEER
GRADE STEAMED PLYWOOD
BENCH W/ MOVEMENT
JOINTS EVERY 8'-0"
1/2" SOLID SURFACE
W/PLYWOOD BACKING
REFER TO FINISH LEGEND1"3 1/2"1' - 3"6"REMOVABLE PANEL FOR
ACCESS TO MECHANICAL UNIT
FIRST FLOOR
+28' -2 3/8"
5
A-3.44
4
A-3.44
CUT OPENING BEYOND FOR AIR
GWB.BOARD TO BE PAINTED,
SEE FINISH SCHEDULE
VENEER GRADE
PLYWOOD
MECHANICAL UNIT, GC TO
COORDINATE WITH MECHANICAL
ENGINEER FOR SIZE AND
SPECIFICATIONS, MODIFY FRAMING
AS NEEDED
1/2" SOLID SURFACE
W/PLYWOOD BACKING
REFER TO FINISH LEGEND
2' - 2 1/2"1"1"1' - 10 3/4"10 1/2"1' - 8"
REMOVABLE PANEL FOR
ACCESS TO MECHANICAL UNIT
METAL CLIP ATTACHMENT AT
REMOVABLE PANEL FOR ACCESS
TO MECHANICAL UNIT.
BASIS OF DESIGN: SUGATSUNE
METAL PROFILE MOUNTING CLIP
SYSTEM. SEE SPEC.
WOOD BUILT-IN BENCH, PL-01 (SEE
DETAILS). CONTINUOUS BALTIC BIRCH
VENEER GRADE PLYWOOD BENCH
W/MOVEMENT JOINTS EVERY 8'-0" O.C.
COLOR TO MATCH PL-01 (06_4000.13)
FIRST FLOOR
+28' -2 3/8"
C21
4
A-3.4310
A-3.44
11
A-3.44
VOID SPACE UNDER
STAIRCASE
PLYWOOD TO
END AT CEILING
1/2" SOLID SURFACE
W/PLYWOOD BACKING
REFER TO FINISH LEGEND
PROVIDE METAL STUD AS
NEEDED TO SUPPORT
RECESSED SS MECHANICAL GRILLE FOR
MECHANICAL INTAKE. SEE SPEC.
A-5.60
18
3/4" REVEAL, PAINT TO
MATCH GUARDRAIL FINISH
PLYWOOD BACKUP PANELS (06_1000.08)
?
3
A-3.44
1/2" REVEAL JOINT IN GWB
(09_2900.18)
REMOVABLE PANEL FOR
ACCESS TO MECHANICAL UNIT
WOOD BUILT-IN BENCH, PL-01 (SEE
DETAILS). CONTINUOUS BALTIC
BIRCH VENEER GRADE PLYWOOD
BENCH W/MOVEMENT JOINTS
EVERY 8'-0" O.C. COLOR TO MATCH
PL-01 (06_4000.13)
1/2" SOLID SURFACE W/PLYWOOD BACKING
REFER TO FINISH LEGEND
3/16" EXPANSION JOINTS.
REMOVABLE PANEL FOR
ACCESS TO MECHANICAL UNIT
WOOD BUILT-IN BENCH, PL-01 (SEE
DETAILS). CONTINUOUS BALTIC
BIRCH VENEER GRADE PLYWOOD
BENCH W/MOVEMENT JOINTS
EVERY 8'-0" O.C. COLOR TO MATCH
PL-01 (06_4000.13)
SELF-EDGED FINISHED.
COLOR TO MATCH PL-01
3/4" REVEAL PAINTED TO MATCH
CEILING
CONTINUOUS 1" VENEER GRADE STEAMED
PLYWOOD BENCH W/ MOVEMENT JOINTS
EVERY 8'-0"
ATTACH STUD RUNNER TO UNDERSIDE
OF STEEL PANS (AND SLOPE TO STAIR)
CEILING AS SCHEDULED
(2). LAYERS OF
GWB.BOARD, TO BE
PAINTED, SEE FINISH
SCHEDULE
ATTACH STUD RUNNER TO
UNDERSIDE OF STEEL PANS (AND
SLOPE TO STAIR)
PLYWOOD BACKUP PANELS
(06_1000.08)
(1) LAYER OF 3/4"
PLYWOOD BACKING
CONTINUOUS 1" VENEER
GRADE STEAMED PLYWOOD
BENCH W/ MOVEMENT
JOINTS EVERY 8'-0"
1/2" SOLID SURFACE
REFER TO FINISH
LEGEND
1/8" REVEAL TYP
3/4" PLYWOOD
BACKING
A-5.60
19
FIRST FLOOR
+28' -2 3/8"
4
A-3.44
A-3.44
9
(2). LAYERS OF GWB.
BOARD TO BE PAINTED,
SEE FINISH SCHEDULE,
REFER TO FLOORPLAN
FOR WALL TYPE
1" STEAMED VENEER
GRADE PLYWOOD BENCH
(1). LAYER OF VENEER
GRADE PLYWOOD.
PROVIDE METAL
STUD AS NEED TO
SUPPORT
3/4" REVEAL, PAINTED
TO MATCH RAILING
1/2" SOLID SURFACE
W/PLYWOOD BACKING
REFER TO FINISH LEGEND
3
A-3.44
1"1' - 5"1' - 6"ATTACH STUD RUNNER TO
UNDERSIDE OF STEEL PANS
(AND SLOPE TO STAIR)
SELF-EDGED FINISHED.
COLOR TO MATCH PL-01
3
1" VENEER GRADE STEAMED PLYWOOD
BENCH W/ MOVEMENT JOINTS EVERY
8'-0"
FT WOOD BLOCKING (06_1000.11)
ATTACH STUD RUNNER TO UNDERSIDE
OF STEEL PANS (AND SLOPE TO STAIR)
1/2" ALUMINUM REVEAL
CONTINUOUS & ATTACHED TO
STRINGER WITH POWDER
ACTUATED FASTENERS
ZEE CLIP ATTACHMENT OF PLYWOOD
TO BLOCKING
3/4" REVEAL PAINTED TO MATCH
STAIR GUARLDRAIL
1' - 8"3/4"C21
4
A-3.43
F.5
10
A-3.44
5
A-3.44
4
A-3.44
11
A-3.44
2
A-3.28
BENCH1' - 8"1' - 8"1' - 8"5' - 9 1/4"3' - 6 5/8"R 6"WOOD BUILT-IN BENCH, PL-01 (SEE
DETAILS). CONTINUOUS BALTIC
BIRCH VENEER GRADE PLYWOOD
BENCH W/MOVEMENT JOINTS
EVERY 8'-0" O.C. COLOR TO MATCH
PL-01 (06_4000.13)
1/2" SOLID SURFACE W/
3/4" PLYWOOD BACKING
REFER TO FINISH LEGEND
METAL CLIP
ATTACHMENT.
METAL CLIP ATTACHMENT AT REMOVABLE PANEL
FOR ACCESS TO MECHANICAL UNIT.
BASIS OF DESIGN: SUGATSUNE METAL PROFILE
MOUNTING CLIP SYSTEM. SEE SPEC.
REMOVABLE PANEL ATTACHMENT NTS
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/19/2021 10:56:43 AMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-3.44
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
STAIR MILLWORK
DETAILS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-3.43
1 STAIR MILLWORK ELEVATION - C & D WINGS
3/4" = 1'-0"
REFERENCING VIEW: 2/ A-3.43
5 STAIR MILLWORK SECTION
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-3.43
10 TYP. STAIR MILLWORK SECTION
3/4" = 1'-0"
REFERENCING VIEW: 3/ A-3.44
4 STAIR MILLWORK SECTION - C & D WINGS
2 3D VIEW STAIR MILLWORK
6 3D VIEW STAIR MILLWORK 2
1 1/2" = 1'-0"
REFERENCING VIEW: 5/ A-3.44
12 GWB TO BENCH DETAIL
1 1/2" = 1'-0"
REFERENCING VIEW: 5/ A-3.44
8 GWB WALL UNDER STAIR
1 1/2" = 1'-0"
REFERENCING VIEW: 5/ A-3.44
7 STAIR MILLWORK BENCH DETAIL
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-3.44
11 STAIR MILLWORK SECTION
1 1/2" = 1'-0"
REFERENCING VIEW: 11/ A-3.44
9 MILLWORK ATTACHMENT DETAIL
2 2/12/21 ADDENDUM 2
3 2/18/21 ADDENDUM 3
3/4" = 1'-0"
REFERENCING VIEW: 4/ A-3.44
3 STAIR MILLWORK PLAN
3
LANDING TO HANDRAIL 2' - 10"LANDING TO GUARDRAIL 3' - 10"1 1/2'' NOM. O.D. CONT.
PAINTED METAL PIPE HANDRAIL BY
MISC. METALS (WHERE APPLICABLE,
SEE PLANS)
METAL SUPPORT WELDED ON FACE OF
PICKET. CONFORMED WELDED TYPICAL
PAINTED STEEL GUARD RAIL
1/2" x 2" PICKET @ 4" O.C. MAX. TYP
FINISH FLOOR AS SCHEDULED
2
2' - 10"3' - 6"SEE STAIR PLAN
TREAD DEPTHSECTIONRISER HEIGHTSEE STAIRSTEEL CARRIER ANGLE BY MISC.
METALS
STEEL STRINGER, BY MISC.
METALS
2" CONCRETE FILL
STEEL PAN TREAD W/
FINISH AS SCHED.
SEE NOSING DETAIL
GYP WALL -
SEE SECTION
1 1/2'' NOM. O.D. CONT.
PAINTED METAL PIPE HANDRAIL BY
MISC. METALS (WHERE APPLICABLE,
SEE PLANS)
PAINTED STEEL GUARDRAIL
11/2'' X 1/2'' PICKETS @ 4'' O.C.
MAX, TYP
2
RUBBER RISER, SEE SPEC
RUBBER TREAD/LANDING
SEE FINISH SCHEDULE
SEE STAIR PLAN
TREAD DEPTH
SECTIONRISER HEIGHTSEE STAIR2" CONCRETE FILL STEEL PAN
TREAD W/ FINISH AS SCHED. SEE
NOSING DETAIL
3'' X 2'' ANGLE WELDED TO STEEL
STRINGER & ANCHORED TO CONC.
SLAB W/ 5/8'' ANCHOR BOLTS TYP
SEE STAIR PLAN
TREAD DEPTH
SECTIONRISER HEIGHTSEE STAIRRUBBER TREADS AND RISERS
SEE FINISH SCHED
1' - 3
"
CONCRETE SLAB, SEE
STRUCTURAL DRAWINGS
STEEL STRINGER
ANGLE SUPPORT BEYOND, TYP
1-1/2" NOM OD CONTINUOUS PTD STEEL
PIPE RAIL BY MISC METALS
(PROVIDE S/S AT LOBBY STAIR & RAMPS)
PIPE RAIL BRACKET WITH
EXPANSION ANCHOR AT
MASONRY WALL LOCATIONS
PROVIDE WOOD BLOCKING AS REQ'D
AT METAL STUD WALL LOCATIONS
FACE OF WALL
1 1/2"2' - 10" AFF1-1/2" ACTUAL OD PTD STEEL
PIPE RAIL BY MISC METALS
(PROVIDE S/S AT LOBBY STAIR)
PTD STEEL WALL MOUNT, TYP
(PROVIDE S/S AT LOBBY
STAIR)
PROVIDE WALL MOUNTS AT
4'-0" OC MAX SPACED EQ
BOTTOM OF STAIR
TOP OF STAIR
1' - 0"
(SEE PLAN)
DEPTH OF TREAD 2' - 10" AFF1' - 0"
A-3.45
14
CLR1 1/2"FACE OF CMU/STUD WALL1 1/2"PROVIDE WOOD BLOCKING AS REQ'D
AT METAL STUD WALL LOCATIONS
PTD STEEL PIPE RAIL BRACKET WITH
EXPANSION ANCHOR AT MASONRY WALL
LOCATIONS
(PROVIDE S/S AT LOBBY STAIR & RAMPS)
WALL MOUNTED SUPPORT
BRACKET, SEE DETAILS
1-1/2" NOM OD CONTINUOUS PTD PIPE RAIL BY MISC
METALS
(PROVIDE S/S AT LOBBY STAIR & RAMPS)
1-1/2" ACTUAL OD PTD STEEL PIPE RAIL WELDED TO
SUPPORT
2-3/4" DIA PTD STEEL PLATE WELDED TO SUPPORT
ARM
PTD STEEL SUPPORT ARM2 1/2"2" CONCRETE FILL STEEL PAN TREAD W/
FINISH AS SCHEDULED SEE NOSING DETAIL SECTIONRISER HEIGHTSEE STAIRSEE STAIR PLAN
TREAD WIDTH
3" CONCRETE FILL AT LANDING
1' - 0"
1-1/2" ACTUAL PAINTED PIPE RAIL BY
MISC METALS
STEEL WALL BRACKET. SEE
SPECIFICATIONS
2' - 10" AFFRETURN HANDRAIL
TO WALL
STEEL FRAMING, REFER TO FRAMING
PLANS FOR SIZING
STEEL CARRIER ANGLE
GWB SOFFIT AS NOTED
SLIP ANGLES TO ATTACH STAIR
STRINGERS 3' - 10"2' - 10"ANGLE, BY MISC. METALS.
STEEL TUBE STRINGER BY
MISC. METALS.
RUBBER TREAD SEE
FINISH SCHEDULE
CONFORMED WELDED
CONNECTION
1 1/2'' NOM. O.D. CONT.
PAINTED METAL PIPE HANDRAIL
(WHERE APPLICABLE, SEE PLANS)
PAINTED STEEL GUARDRAIL
11/2'' X 1/2'' PICKETS @ 4'' O.C.
MAX, TYP.
3/4" REVEAL
METAL STUD FRAMING
GWB CEILING
CONFORMED WELDED
CONNECTION
3' - 10"2' - 10"ANGLE, BY MISC. METALS.
STEEL TUBE STRINGER BY
MISC. METALS.
FOLDED STEEL PLATE
RUBBER TREAD SEE
FINISH SCHEDULE
CONFORMED WELDED
CONNECTION
1 1/2'' NOM. O.D. CONT.
PAINTED METAL PIPE HANDRAIL
(WHERE APPLICABLE, SEE PLANS)
PAINTED STEEL GUARDRAIL
11/2'' X 1/2'' PICKETS @ 4'' O.C.
MAX, TYP
3/4" REVEAL3' - 10"2' - 10"ANGLE, BY MISC. METALS.
STEEL TUBE STRINGER BY
MISC. METALS.
FOLDED STEEL PLATE
RUBBER TREAD SEE
FINISH SCHEDULE
CONFORMED WELDED
CONNECTION
1 1/2'' NOM. O.D. CONT.
PAINTED METAL PIPE HANDRAIL
(WHERE APPLICABLE, SEE PLANS)
PAINTED STEEL GUARDRAIL
11/2'' X 1/2'' PICKETS @ 4'' O.C.
MAX, TYP
3/4" REVEAL
METAL STUD FRAMING
CEILING AS SCHEDULED
CONFORMED WELDED
CONNECTION
2
SECOND FLOOR
+41' -6 3/8"
2" CONCRETE FILL STEEL PAN TREAD
W/ FINISH AS SCHEDULED SEE NOSING
DETAIL SECTIONRISER HEIGHTSEE STAIRSEE STAIR PLAN
TREAD WIDTH
STEEL FRAMING, REFER TO FRAMING
PLANS FOR SIZING
STEEL CARRIER ANGLE
GUARDRAIL STANCHIONS AT BALCONY
RETURN (BEYOND)
3" CONCRETE FILL AT LANDING
GWB SOFFIT AS NOTED
1 1/2'' NOM. O.D. CONT.
PAINTED METAL PIPE HANDRAIL BY
MISC. METALS (WHERE APPLICABLE,
SEE PLANS)2' - 10" AFFSLIP ANGLES TO ATTACH STAIR
STRINGERS
2
SECOND FLOOR
+41' -6 3/8"
1 1/2'' NOM. O.D. CONT.
PAINTED METAL PIPE HANDRAIL BY
MISC. METALS (WHERE APPLICABLE,
SEE PLANS)
PAINT TO MATCH GUARDRAIL U.O.N.
HEADER CHANNEL, BY MISC. METALS.
STEEL STRINGER, MISC. METALS
FINISH FLOOR AS SCHEDULED
STEEL CARRIER ANGLE
3" CONCRETE FILL AT LANDING
3 1/2" MAX
SECTIONSEE STAIRSEE STAIR PLAN
TREAD WIDTH2' - 10"3' - 6"FOR STAIR MILLWORK
DETAILS
REFER TO:A-3.44
2
FIRST FLOOR
+28' -2 3/8"
1 1/2'' NOM. O.D. CONT.
PAINTED METAL PIPE HANDRAIL BY
MISC. METALS (WHERE
APPLICABLE, SEE PLANS)
PAINTED STEEL GUARDRAIL
11/2'' X 1/2'' PICKETS @ 4'' O.C.
MAX, TYP
3'' X 3'' ANGLE WELDED TO STEEL
STRINGER & ANCHORED TO CONC.
SLAB W/ 5/8'' ANCHOR BOLTS
SEE STAIR PLAN
TREAD DEPTHSECTIONRISER HEIGHTSEE STAIRRUBBER TREADS AND RISERS
SEE FINISH SCHED11"
RETURN TO
GUARDRAIL TYPICAL
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/13/2021 2:44:37 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-3.45
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
STAIR DETAILS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1" = 1'-0"2 GUARDRAIL AT LANDING (ELEVATION)
1" = 1'-0"5 GUARDRAIL TYP DETAIL (ELEVATION)
3" = 1'-0"
REFERENCING VIEW: 1/ A-3.42
9 METAL PAN NOSING (SECTION)
1" = 1'-0"13 METAL PAN STAIR (SECTION)
3" = 1'-0"11 WALL SUPPORT DETAIL (SECTION)
1 1/2" = 1'-0"15 WALL MOUNTED HANDRAIL AT STAIRS
3" = 1'-0"10 SUPPORT DETAIL (PLAN)
3" = 1'-0"
REFERENCING VIEW: 15/ A-3.45
14 WALL SUPPORT DETAIL
1" = 1'-0"12 HANDRAIL AT LANDING (ELEVATION)
1" = 1'-0"
REFERENCING VIEW: 7/ A-3.43
3 GUARDRAIL AT STRINGER
1" = 1'-0"
REFERENCING VIEW: 7/ A-3.43
4 GUARDRAIL AT STRINGER @ GWB WALL
1" = 1'-0"
REFERENCING VIEW: 7/ A-3.43
7 GUARDRAIL AT STRINGER @ WOOD CEILING
2 2/12/21 ADDENDUM 2
1" = 1'-0"
REFERENCING VIEW: 1/ A-3.43
6 GUARDRAIL AT LANDING (ELEVATION)
1" = 1'-0"
REFERENCING VIEW: 5/ A-3.43
1 GUARDRAIL AT TOP OF LANDING
2
1" = 1'-0"
REFERENCING VIEW: 5/ A-3.43
8 GUARDRAIL AT BOTTOM (ELEVATION)
FACE TO BE WELDED TO
GUARDRAIL. CONFORMED
WELDS TYP U.O.N.
STRUCTURAL BEAM. SEE
STRUCTURAL FOR BEAM &
CONNECTION
STIFFENER PLATE
FINISHED FLOOR AS SCHEDULED
STEEL ANGLE BY MISC. METAL
GWB CEILING AS NOTED
STIFFENER PLATE AND ANGLE
N.T.S.STEEL ANGLE BOLTED ONTO
STIFFENER PLATE AND CONFORMED
WELDED CONNECTION TO GUARDRAIL
1/2" x 2" x BAR STOCK STEEL
PICKETS, EQ. SPACING MAX 4" O.C.
BOLTED CONNECTION
WELDED CONNECTION.
CONFORMED WELD TYP U.O.N
STIFFENER PLATE
BEAM WEB. SEE STRUCTURAL
TOP VIEW OF CONNECTION DETAIL
PAINTED STEEL GUARDRAIL: 2" X
1/2" PICKETS @4"O.C. MAX, TYPICAL
3/8" STEEL PLATE WELDED TO
GUARD RAIL
GWB CEILING AS NOTED
STEEL ANGLES BY MISC. METALS.
FINISH FLOOR AS
SCHEDULED
STIFFENING PLATE
STEEL ANGLE BY MISC. METALS.
KICKER SEE STRUCTURAL
ALIGN3' - 10"PAINTED STEEL GUARDRAIL: 2" X
1/2" PICKETS @4"O.C. MAX, TYPICAL
ALL WELDS TO BE GROUND AND
CONFORMED U.O.N., REFER TO
SPECIFICATIONS FOR ADDITIONAL
INFORMATION
3/8" STEEL PLATE WELDED TO
GUARD RAIL
1/2" REVEAL5' - 5 1/2"4 1/8"1/2"1/2" X 1/2" PAINTED STL
PICKETS @ 4" O.C. MAX
TYP
WALL, SEE PLANS
FOR WALL TYPE.
CONC.
SLAB
2"
SEE STAIR PLANS
VARIES
2' - 10"3' - 10"1 1/2'' NOM. O.D. CONT.
PAINTED METAL PIPE HANDRAIL BY
MISC. METALS (WHERE
APPLICABLE, SEE PLANS)
STRAINLESS STEEL PIPERAIL IN
ATRIUM STAIR
2
A-3.46
PAINTED STEEL GUARDRAIL
11/2'' X 1/2'' PICKETS @ 4'' O.C.
MAX, TYP
MAX
4"
2"
2
5
A-3.46
2
1/8"
3/4"
WALL, SEE FLOOR PLANS
FOR WALL TYPE.
1/2" x 2" x BAR STOCK STEEL
PICKETS, EQ. SPACING MAX 4" O.C.
BY MISC. METALS
1 1/2'' NOM. O.D. CONT.
PAINTED METAL PIPERAIL
(WHERE APPLICABLE, SEE
PLANS)
2" CONCRETE FILL
STEEL PAN TREAD W/
FINISH AS SCHED. SEE
NOSING DETAIL.
TYP.
1 1/2"
1/2" X 2" PTD STEEL PICKETS
@ 4" MAX O.C. TYP
SEE PLANS2
1/2" X 2" PTD STEEL PICKETS
@ 4" MAX O.C. TYP
1 1/2'' NOM. O.D. CONT.
PAINTED STEEL PIPERAIL
(WHERE APPLICABLE, SEE
PLANS)
2" CONCRETE FILL STEEL PAN
TREAD W/ FINISH AS SCHED.
SEE NOSING DETAIL
6" MIN
CLR
1 1/2"CLR1 1/2"TYP.
4" MAX.
STEEL CHANNEL STRINGER
SEE STRUCTURAL DWG'S
3" CONCRETE FILL AT
INTERMEDIATE STEEL LANDING
SEAL ALL PENETRATIONS WITH
FIRE-RATED SEALANT
5/8" GWB SOFFIT
INTERMEDIATE LANDING
T.O.C.3"11 1/2"1' - 3"ALIGN NOSING OF
FLIGHTS TYP
TREAD11"LINE OF NOSING
4 1/4"1' - 4 1/2"1" NOSING2" CONCRETE FILL STEEL PAN
TREAD W/ FINISH AS SCHED. SEE
NOSING DETAIL
METAL SUPPORT WELDED ON
FACE OF PICKET. CONFORMED
WELDED TYPICAL
1' - 7"
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/13/2021 2:44:51 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-3.46
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
STAIR DETAILS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1" = 1'-0"1 STAIR-GUARDRAIL AT @ UPPER FLOOR ISOMETRIC
1" = 1'-0"
REFERENCING VIEW: 4/ A-3.43
5 GUARDRAIL AT UPPER FLOOR B & C WING
1" = 1'-0"7 GUARDRAIL AT UPPER LEVEL (ELEVATION)
3" = 1'-0"
REFERENCING VIEW: 7/ A-3.46
2 GUARDRAIL DETAIL (PLAN)
3/4" = 1'-0"6 GUARDRAIL DETAIL (PLAN) @ C & D WINGS
3/4" = 1'-0"8
GUARDRAIL DETAIL
(PLAN) @ UPPER LEVEL
2 2/12/21 ADDENDUM 2
1" = 1'-0"
REFERENCING VIEW: 3B/ A-3.43
3 LANDING SUPPORT DETAIL 3/4" = 1'-0"
REFERENCING VIEW: 3B/ A-3.43
9 GUARDRAIL DETAIL (PLAN) @ C & d WINGS
2
REINF. LIGHT WEIGHT POURED
CONCRETE ON HIGH DENSITY
STROFOAM
1/4" UNDERBED
2" POLISHED CONCRETE
TOPPING SLAB: 03_3543
2"POURED CONCRETE SLAB
STEEL PLATE INSTALLED LEVEL WITH
CONCRETE
TUBE STEEL STRINGER
TOP OF TERRAZO PLATFORM
2"EQEQEQ1/4"
UNDERBED
3' - 6"1 1/2"
PROFILE OF CONCRETE PIER TO PICK UP
STRINGER BEYOND
POLISHED CONCRETE FINISH
FLOOR (03_3543.01)
PRECAST TERRAZZO TOPPING
(05_7100.05)
STRUCTURAL STYROFOAM
(03_3000.03)
WOOD BUILT-IN BENCH, PL-01 (SEE
DETAILS). CONTINUOUS BALTIC
BIRCH VENEER GRADE PLYWOOD
BENCH W/MOVEMENT JOINTS
EVERY 8'-0" O.C. COLOR TO MATCH
PL-01 (06_4000.13)
3
8
A-3.48
3
SELF-EDGED FINISHED.
COLOR TO MATCH PL-01R 6"R 8"
COUNTERSUNK SCREWS
PLUGGED TO MATCH BENCH
OPEN TO
BEYOND
3
A-3.47
3
HANDRAIL AND GUARD TO
MATCH STAIR SLOPE
2' - 4"2' - 10"2' - 10"1' - 11"2' - 9"1' - 0"
STEEL TUBE STRINGER
BEYOND
1/8" CAULK JOINT 1 1/2"1/8"1 1/4"
1/4"7"3/16"83.16°INTEGRATED STAINLESS STEEL
ANTI SLIP-STRIPS.
3/16" SHEET STEEL STAIR
ELEMENTS BENT TO SHAPE &
CONNECTED TO STRINGER
(05_7100.02)
PRECAST TERRAZZO TREAD
AND RISER (05_7100.03)
1/8" BED OF MORTAR
(05_7100.04)
STEEL SUPPORT ANGLE (TYP)
WELDED TO STRINGER AND
TREAD/RISER SUPPORT
(05_5113.05)
STEEL PLATE (SEE STAIR
DETAILS) (05_5113.03)
A-3.47
9 2' - 10"1/2" PAINTED STEEL FLAT BAR
SITTING ON TERRAZZO PANEL
CEILING AS SCHEDULED
* NOTE: RAILINGS - PAINTED FINISH TYP
HANDRAIL SS @ ATRIUM
CEILING AS SCHEDULED.
REFER TO RCP
(1) LAYER 5/8" GWB
3-5/8" METAL STUDS.
BRACED AS NEEDED
SPRAY APPLIED FIREPROOFING
STEEL BEAM SEE STRUCTURAL
1' - 2"
1-1/2" DIA. STAINLESS STEEL
PIPE HANDRAIL (05_7300.01)
PAINTED STEEL GUARDRAIL: 2"
X 1/2" PICKETS @4"O.C. MAX,
TYPICAL (05_7300.06)
PRECAST TERRAZZO TOPPING
(05_7100.05)
STEEL SUPPORT ANGLE (TYP) WELDED
TO STRINGER AND TREAD/RISER
SUPPORT (05_5113.05)
CORNER BEAD, TYPICAL
(09_2900.07)
WOOD BUILT-IN BENCH, PL-01 (SEE
DETAILS). CONTINUOUS BALTIC
BIRCH VENEER GRADE PLYWOOD
BENCH W/MOVEMENT JOINTS
EVERY 8'-0" O.C. COLOR TO MATCH
PL-01 (06_4000.13)
ELEVATION ASKEW
PORCELAIN TILE FLOORING.
SEE FINISH SCHEDULE
3
2" POLISHED CONCRETE
TOPPING SLAB: 03_3543
POURED CONCRETE SLAB
A-3.47
9
2' - 10"2' - 10" AFF, TYP.1' - 10 1/4"2' - 9"1' - 0"
INTEGRATED STAINLESS
STEEL ANTI SLIP-STRIPS.
(05_7100.01)
STEEL ANGLES BY MISC. METALS.
CONTINUOUS DECK CLOSURE
1' - 2"
(1) LAYER 5/8" GWB
3-5/8" METAL STUDS.
BRACED AS NEEDED3' - 10"1' - 7 1/2"2' - 8 1/2"SPRAY APPLIED FIREPROOFING
PAINTED STEEL GUARDRAIL: 2" X
1/2" PICKETS @4"O.C. MAX, TYPICAL
(05_7300.06)
ALL WELDS TO BE GROUND AND
CONFORMED U.O.N., REFER TO
SPECIFICATIONS FOR ADDITIONAL
INFORMATION (05_7300.08)
3/8" STEEL PLATE WELDED TO
GUARD RAIL (05_7300.07)
CORNER BEAD, TYPICAL
(09_2900.07)
PORCELAIN TILE FLOORING.
SEE FINISH SCHEDULE
9"OUTRIGGER WELDED TO STEEL
PLATE
4"LONG CLIP WELDED TO STEEL
PLATE @ 48" O.C.
STIFFENER PLATE WELDED TO
BEAM. SEE STRUCTURAL
STEEL BEAM: SEE STRUCTURAL
3
TOP OF TERRAZO TOPPING PANELS1 1/2"1 129/256"3/4"3/4"3/4"4"
1/4" UNDERBED
STRUCTURAL STYROFOAM
(03_3000.03)
REINFORCED LIGHT-WEIGHT
CONCRETE ON STRUCTURAL
STYROFOAM (TYP) (03_3000.02)
5/8" STAINLESS STEEL
COUNTER-SUNK FLAT-HEAD
BOLTS (05_7300.03)
3/4" X 1-1/2" STAINLESS STEEL
BAR POST @3'-6"O.C., WELDED
TO PIPE HANDRAIL (05_7300.02)
SOLID WOOD (HARDWOOD)
PLUG IN OPEN END OF TUBE
(05_7300.05)
1-3/8" DIA. STAINLESS STEEL
PLUG (05_7300.04)
1-1/2" DIA. STAINLESS STEEL
PIPE HANDRAIL (05_7300.01)3"1/4" UNDERBED
3/4" X 1-1/2" STAINLESS STEEL
BAR POST @3'-6"O.C., WELDED
TO PIPE HANDRAIL (05_7300.02)
1-1/2" DIA. STAINLESS STEEL
PIPE HANDRAIL (05_7300.01)
TOP OF TERRAZO TOPPING PANELS
5/8" STAINLESS STEEL
COUNTER-SUNK FLAT-HEAD
BOLTS (05_7300.03)
REINFORCED LIGHT-WEIGHT
CONCRETE ON STRUCTURAL
STYROFOAM (TYP) (03_3000.02)
STRUCTURAL STYROFOAM
(03_3000.03)
1/2"1/2"3"3/4" X 1-1/2" STAINLESS STEEL
BAR POST @3'-6"O.C., WELDED
TO PIPE HANDRAIL (05_7300.02)
3/4" X 1-1/2" STAINLESS STEEL
BAR POST @3'-6"O.C., WELDED
TO PIPE HANDRAIL (05_7300.02)
1-1/2" DIA. STAINLESS STEEL
PIPE HANDRAIL (05_7300.01)
3/4" X 1-1/2" STAINLESS STEEL
BAR POST @3'-6"O.C., WELDED
TO PIPE HANDRAIL (05_7300.02)
1-1/2" DIA. STAINLESS STEEL
PIPE HANDRAIL (05_7300.01)
3/4" X 1-1/2" STAINLESS STEEL
BAR POST @3'-6"O.C., WELDED
TO PIPE HANDRAIL (05_7300.02)
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/19/2021 10:58:05 AMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-3.47
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
STAIR DETAILS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1" = 1'-0"
REFERENCING VIEW: 1/ A-3.41
1 SECTION THROUGH STAIR PLATFORM
1" = 1'-0"
REFERENCING VIEW: 1/ A-3.41
4 SECTION THROUGH STAIR AT PLATFORM
1" = 1'-0"
REFERENCING VIEW: 1/ A-3.41
7 SECTION @ PLATFORM STEPS
3" = 1'-0"
REFERENCING VIEW: 4/ A-3.47
3 METAL PAN NOSING (SECTION) - TERRAZZO STAIR
1" = 1'-0"
REFERENCING VIEW: 5/ A-3.41
8 SECTION THROUGH STAIR AT PLATFORM
1" = 1'-0"
REFERENCING VIEW: 1/ A-3.41
2 SECTION AT TOP LANDING OF STAIR @ ATRIUM
1" = 1'-0"
REFERENCING VIEW: 5/ A-3.41
5 SECTION @ PLATFORM STEPS
2 2/12/21 ADDENDUM 2
3 2/18/21 ADDENDUM 3
1" = 1'-0"
REFERENCING VIEW: 4/ A-3.41
10 GUARD RAIL DETAIL @ SECOND FLOOR ATRIUM
HANDRAIL AND
END POST
3" = 1'-0"
REFERENCING VIEW: 5/ A-3.47
9 END POST ELEVATION TYPICAL
3" = 1'-0"11 BALUSTER ELEVATION TYPICAL
3" = 1'-0"
REFERENCING VIEW: 1/ A-3.43
12 BALUSTER SECTION TYPICAL
3" = 1'-0"6 HANDRAIL TYP.
FIRST FLOOR
+28' -2 3/8"1st floor28' -2 1/2"
FIRST FLOOR
+28' -2 3/8"1st floor28' -2 1/2"22' - 9"36' - 0"
34' - 7 3/4"
5' - 0"
5' - 2"
5' - 0"
2' - 4"
0"
3' - 6"7' - 9"9' - 6"1' - 2"
1' - 0"7 3/4"1' - 0"1' - 0"TREAD
1' - 0"
TREAD
1' - 0"1' - 0 1/8"5' - 0"
FIRST FLOOR
+28' -2 3/8"1' - 2"1' - 2"1' - 2"ELEVATION ASKEW
1/2" FLAT BAR RESTING ON
TERRAZZO PLATFORM
PROFILE OF STEEL TUBE
STRINGER BEYOND
5' - 0"5' - 0"5' - 2"1' - 0"1' - 0"7 3/4"1' - 0"1' - 0"
1' - 0"1' - 0"5' - 1 123/128"5' - 0"1' - 2"
2' - 4"
3' - 6"5' - 0"5' - 2"5' - 0"5' - 0"1' - 0"1' - 0"7 3/4"1' - 0"1' - 2"
2' - 4"
3' - 6"
FINISH BACK FACE
W/TERRAZZO PANEL TYP
5' - 0"SEATING TREAD1' - 2"PLATFORM2' - 4"SEATING TREAD1' - 2"ALIGN
ALIGN
REFER TO PLAN
VARIES
REFER TO PLAN
VARIES
90.0000000°90.0000000°REFER TO PLAN
TREAD DEPTH
8 ' - 0"
SELF-EDGED FINISH TO
MATCH PL-01
WOOD BUILT-IN BENCH, PL-01 (SEE
DETAILS). CONTINUOUS BALTIC
BIRCH VENEER GRADE PLYWOOD
BENCH W/MOVEMENT JOINTS
EVERY 8'-0" O.C. COLOR TO MATCH
PL-01 (06_4000.13)
1
A-3.41
5
A-3.418' - 0"3
7' - 2"SELF-EDGED FINISHED. COLOR TO
MATCH PL-01
WOOD BUILT-IN BENCH, PL-01 (SEE
DETAILS). CONTINUOUS BALTIC
BIRCH VENEER GRADE PLYWOOD
BENCH W/MOVEMENT JOINTS
EVERY 8'-0" O.C. COLOR TO MATCH
PL-01 (06_4000.13)
PLATFORM BELOW
OPEN
R 3 "R 2"
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/19/2021 10:58:27 AMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-3.48
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
STAIR DETAILS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"1 STAIR-1ST FL-PART B_ PRECAST TERRAZZO JOINTS
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.41
2 STAIR-1ST FL-PART B_ PRECAST TERRAZZO PLATFORM
4 STAIR-1ST FL-PART B_ PRECAST TERRAZZO JOINTS
5 STAIR-1ST FL-PART B_ PRECAST TERRAZZO JOINTS 2
1 1/2" = 1'-0"3 STAIR - SEATING TREAD - DIAGRAM
3 2/18/21 ADDENDUM 3
6 STAIR MILLWORK @ ATRIUM
3
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-3.47
8 STAIR MILLWORK @ ATRIUM
10
A-3.51
10
A-3.51
7
A-3.51
7
A-3.51
ELEV B1
EL-B1
M08-1
F02B
M08-1
M08-1
M08-1
L
K.8
8' - 8"7' - 0"TYP
9 7/8"3' - 6"
WOOD PORTAL
ARCHITECTURAL
WOODWORK (06_4000)
10
A-3.51
7
A-3.51
7
A-3.51
M08-1
M08-1
B21
L
K.8
7' - 0 1/2"8' - 4 1/4"ECR
B212
4"M08-1
M08-1
F02B
F03D 7' - 0"8' - 8"
S03A-1
S03A-1
B212A
A-3.51
15
A-0.03
4
3' - 6"
ARCHITECTURAL WOODWORK
(06_4000)WOOD PORTAL
A-3.51
1
14
A-3.51
14
A-3.51
13
A-3.51
13
A-3.51
F03D
M08-1
M08-1
M08-1 S03F-1
F06C
M08-1
8' - 8"6' - 0"TYP
3' - 6"
ECR
C126
ELEV C1
EL-C1
S03F-1
SEMI-RECESSED FIRE
EXTINGUISHER CABINET
(10_4413.02)
S03F-1
7' - 6 3/8"7' - 8 3/4"S03D-1
S03D-1
F03D
A-3.51
16
14
A-3.51
14
A-3.51
13
A-3.51
13
A-3.51
F03D
F03DM08-1
M08-1
M08-1
A-3.51
16
3' - 6"6' - 0"8' - 8"
ELEV C1
EL-C1
S03E
S03E
F03D
F06A
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
B22
10
A-3.51
B21
9
A-3.51
6
A-3.51
6
A-3.51 B.O. HOIST BEAM13' - 9" MIN.13' - 4"5' - 0"EXHAUST FAN - REF. HVAC
COLD FLUID-APPLIED
WATERPROOFING (FSB)
(07_1416)
HOIST BEAM BY MISC. METALS
METAL FABRICATIONS
(FSB) (05_5000)
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
7
A-3.51
L K.8
B.O. HOIST BEAM13' - 9"13' - 4"5' - 0"EXHAUST FAN - REF. HVAC
2 1/2"
5 1/2"
METAL FABRICATIONS (FSB)
(05_5000)
HOIST BEAM BY MISC. METALS
COLD FLUID-APPLIED
WATERPROOFING (FSB)
(07_1416)
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
14
A-3.51
6' - 0"13' - 4"B.O. HOIST BEAM13' - 9"EXHAUST FAN - REF. HVAC
COLD FLUID-APPLIED
WATERPROOFING (FSB)
(07_1416)
METAL FABRICATIONS (FSB)
(05_5000)
HOIST BEAM BY MISC. METALS
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
13
A-3.51
B.O HOIST BEAM13' - 9"13' - 4"6' - 0"EXHAUST FAN - REF. HVAC
METAL FABRICATIONS (FSB)
(05_5000)
HOIST BEAM BY MISC. METALS
COLD FLUID-APPLIED
WATERPROOFING (FSB)
(07_1416)
RATED CMU
RATED CMU BOND
BEAM, SEE
STRUCTURAL
HOISTWAY
FRAME GROUT
SOLID
ELEVATOR DOOR
ASSEMBLY
ELEVATOR
HOISTWAY 7'-0" A.F.F.PARTITION AS
SCHEDULED
16 GA. STAINLESS
STEEL FRAME
8
1 1/2"(2) LAYERS OF 3/4" VENEER
GRADE PLYWOOD EXPOSED
EDGE, SANDED W/ EASED EDGES
2"
1/2"
9 1/2"8 1/2"2"10 3/4"8'-2" A.F.F.ELEVATOR DOOR FRAME BY ELEV. MFR.
GROUT SOLID.
EXTRUDED ALUMINUM SILL w/ NON-SLIP
SURFACE BY ELEV. MFR TO RUN WIDTH
OF HOISTWAY. INSTALL FLUSH WITH
FINISH FLOOR
COORD. REQUIREMENTS FOR ROUGH OPENING
WITH ELEV. MFR REQUIREMENTS
4" X 4" X STL ANGLE BY MISC. METALS.
COORD. OFFSET FROM FLOOR LEVEL w/
ELEV. MFR REQUIREMENTS
8" CMU BOND BEAM , SEE
STRUCTURAL
STRUCTURAL BEAM, SEE STRUCTURAL
RATED CMU
SECOND FLOOR
SEE PLAN
REF.
COMPOSITE SLAB, SEE STRUCTURAL
ATRIUMELEVATOR SHAFT
3"
STEEL GRATING BY MISC.
METALS
L3X3X1/4 (GALV.) w/ EXP. BOLTS @
MIN.12" O.C. BY MISC. METALS
TYP. AT ELEVATOR PIT FLOOR AND WALLS.AT SUMP2' - 0"2' - 0"2 1/2"
WATER STOP, TYP @ ELEVATOR PIT
CONCRETE EQUIPMENT PAD
(SEE STRUCTURAL DRAWINGS)
COLD FLUID-APPLIED
WATERPROOFING (FSB)
(07_1416)
RATED CMU
RATED CMU BOND
BEAM, SEE
STRUCTURAL
HOISTWAY
FRAME GROUT
SOLID
ELEVATOR DOOR
ASSEMBLY
ELEVATOR
HOISTWAY 2"7'-0" A.F.F.PARTITION AS
SCHEDULED
16 GA. STAINLESS STEEL FRAME
16 GA. STAINLESS STEEL FRAME
1/2"
B21
L
S03D-1
S03D-1
S03F-1
S03A-1
M08-1
M08-1
ECR
B212
LOBBY
B200
A-0.03
4
A-0.03
3
SPRAYED FIRE-RESISTANCE
MATERIALS (07_8100.01)
IN-WALL BOTTLE FILLING STATION
(SEE PLUMBING DRAWINGS AND
A-5.80 FOR TYPICAL MOUNTING
HEIGHTS) (22_0000.01)
STRUCTURAL STEEL FRAMING (SEE
STRUCTURAL DRAWINGS)(051200)
(05_1200)
5/8" CEMENT BOARD TILE BACKER
(09_2900.06)
5/8 GYPSUM WALL BOARD, PAINTED
(09_2900.23)
1' - 4"
3" x 3" x 1/4" GALV. MTL. CLIP
ANGLE WELDED TO SIDE RAIL;
SECURE ANGLE TO PIT WALLS w/
3/8" DIAM. EXPANSION BOLTS;
PROVIDE MIN (2) CLIP ANGLES
FOR EACH SIDE RAIL
A-3.51
9 TO T.O. LADDER4' - 0"PIT DEPTH5' - 0"1' - 4" CLEAR
TYP.1' - 0"1' - 0"3"3/8" x 3" GALV. MTL. BAR
STOCK @ SIDE RAILS
#8 GALV. METAL
REINFORCING BAR RUNG
NOTE: COORDINATE FINAL LADDER
LOCATION WITH ELEVATOR MFR
PROVIDE STEEL ANGLE FULL
WIDTH OF HOISTWAY. BY MISC.
METALS.
PIT LADDER BY MISC.
METALS
CRYSTALLINE WATERPROOFING
(FSB) (07_1616)
L
2"
ELEVATOR DOOR ASSEMBLY
HOISTWAY FRAME GROUT SOLID
16 GA. STAINLESS STEEL FRAME
ARCHITECTURAL WOODWORK
(06_4000)
1 1/2"
10 1/2"
PARTITION AS SCHEDULED
8
10 3/4"1"MASONRY ANCHOR
1/2"2"(2) LAYERS OF 3/4" VENEER GRADE PLYWOOD
EXPOSED EDGE, SANDED W/ EASED EDGES
2"
PARTITION AS SCHEDULED
HOISTWAY FRAME GROUT SOLID
16 GA. STAINLESS STEEL FRAME
ELEVATOR DOOR ASSEMBLY
8 3/4"1/2"MASONRY ANCHOR 8
8
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
3/1/2021 9:59:46 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-3.51
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
ELEVATOR PLANS,
SECTIONS, & DETAILS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
4 ELEV B1 - 1ST FL-PART B
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12B
3 ELEV B1 - 2ND FL-PART B
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
12 ELEV C1 - 1ST FL-PART C
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12C
11 ELEV C1 - 2ND FL-PART C
1/4" = 1'-0"
REFERENCING VIEW: 3/ A-3.51
7 ELEV B1 - PART B (1)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-3.12
10 ELEV B1 - PART B (2)
1/4" = 1'-0"
REFERENCING VIEW: 11/ A-3.51
13 ELEV C1 - PART C (1)
1/4" = 1'-0"
REFERENCING VIEW: 11/ A-3.51
14 ELEV C1 - PART C (2)
1" = 1'-0"
REFERENCING VIEW: 7/ A-3.51
6 ELEV B1 - PART B - HEAD DETAIL
1" = 1'-0"
REFERENCING VIEW: 5/ A-3.51
9 ELEVATOR SILL DETAIL
1" = 1'-0"8 ELEVATOR SUMP PIT
1" = 1'-0"2 ELEV C1 - PART C - HEAD DETAIL
2 2/12/21 ADDENDUM 2
8 3/1/21 ADDENDUM 8
1 1/2" = 1'-0"
REFERENCING VIEW: 3/ A-3.51
15 ECR B212 ENTRY
1" = 1'-0"5 ELEVATOR PIT LADDER
1" = 1'-0"
REFERENCING VIEW: 3/ A-3.51
1 ELEVATOR JAMB DETAIL_ELEV B1
1" = 1'-0"
REFERENCING VIEW: 11/ A-3.51
16 ELEVATOR JAMB DETAIL_ELEV C1
TOILET
A117A
TOILET
A119A
A117AA
M06C
M06C
D09A
N.4
8' - 0 3/4"
M06C
A-4.1020
A-4.10
19
17
16186' - 2 1/4"6' - 4 1/4"1' - 3"4' - 6"14' - 11 5/8"EMERG. ELEC.
A118A
8' - 6 3/8"1' - 6 1/2"6' - 3 3/4"
A118AA
A117A
M06-2
M08-2
M06C
M06
10 1/2"
5 1/4"M06-2
A119AA
A-4.10
17
18
SIM.
SIM.
21
1' - 6"
1' - 6"1' - 0 1/2"GYPSUM WALL BOARD,
PAINTED (09_2900.01)
TA-9.1
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
TILE STARTING POINT
(09_0002.02)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)6"6' - 0"7' - 0"2
TA-3.1
TA-1.1
TA-2.1
WALL HUNG ADA SINK
(SEE PLUMBING
DRAWINGS) (220000)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
TA-9.1
EQ. EQ.
CL
TILE STARTING POINT
(09_0002.02)
TA-3.1
TA-1.1
TA-2.1
TA-5.2
TA-5.2
WALL HUNG ADA TOILET
(SEE PLUMBING
DRAWINGS)
WALL HUNG ADA SINK
(SEE PLUMBING
DRAWINGS) (220000)
(22_0000.14)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)CL
TILE STARTING POINT
(09_0002.02)
TA-5.2
TA-5.2
TA-7.1
WALL HUNG ADA TOILET
(SEE PLUMBING
DRAWINGS) (22_0000.08)
TILE STARTING POINT
(09_0002.02)
EQ.EQ.
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
TA-3.1
TA-1.1
TA-2.1
WALL HUNG ADA SINK
(SEE PLUMBING
DRAWINGS) (220000)
TA-9.1
TILE STARTING POINT
(09_0002.02)
WALL BASE, SEE FINISH
SCHEDULE
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)7' - 0"6' - 0"6"2
A-4.10
6
4
A-4.10
10
9
5
A-4.103 2
A-4.10 11
14
13
12
A-5.61
4
8
S.5
S.1
B11
TOILET
A111
TOILET
A121
TOILET
A112
CUST STOR
A124
TA-11
A121A
TA-3.1
TA-3.1
TA-3.1
TA-1.2
6' - 9 1/8"
2' - 10"
2' - 10"
2' - 10"
1' - 8 3/8"
A111A
A112A
A124A
MOP SINK (SEE PLUMBING
DRAWINGS) (220000) (22_0000.17)
16' - 4 1/2"
16' - 4 1/2"
FIRE EXTINGUISHER (10_4416)
TA-8.1
S03A
S03A
S03A
S03D
D09C
S03D
F03C
S03A
D09A
S03C
S06A
S03A
S03D
F03C
F03C
S06A
F03C
S03D
S06A
S06A
CORRIDOR
A100B
6' - 9 1/8"3' - 2 3/4"3' - 2 3/4"1' - 8"2' - 6 5/8"6' - 9 7/8"14' - 2 3/8"14' - 2 3/8"7' - 10 3/4"
4' - 5 7/8"
15' - 2 1/4"
17' - 3 1/8"
4' - 6"
3' - 11"
3 2' - 9"3' - 0 1/4"8' - 10 3/8"2' - 3 3/4"11' - 10 5/8"10' - 5 3/4"1' - 9 1/8"4' - 2 7/8"1' - 7 1/8"3' - 9 1/4"8 5/8"1' - 2"7
3' - 7 13/16"
SPRAYED FIRE-RESISTANCE
MATERIALS (07_8100.01)
1' - 6"1' - 6"
1' - 6"3' - 0"2' - 10"CLEAR
4' - 0"
CLEAR
4' - 0"
15' - 2 1/4"
CLR
6"
2
ENLARGED TOILET PLAN NOTES
1. REFER TO INTERIOR ASSEMBLIES SHEET FOR TYPICAL CONSTRUCTION NOTES.
2. REFER TO SHEET AF-0.03 FOR EQUIPMENT SCHEDULE AND TYPICAL MOUNTING HEIGHTS
3. REFER TO SHEET AF-0.01, AF-0.02 & AF-1.20 FOR TILE SPECIFICATIONS & LAYOUT
OPEN TO
BEYOND
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
H.M. FRAME, PAINTED
(08_1113.13)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)6"EQ EQ
CL
TILE STARTING POINT
(09_0002.02)
WALL HUNG URINAL (SEE
PLUMBING DRAWINGS)
(22_0000.11)
WALL HUNG URINAL (SEE
PLUMBING DRAWINGS)
(22_0000.11)
SOLID-PLASTIC WALL
HUNG URINAL SCREEN
(102113.19) (10_2113.19.02)
TILE STARTING POINT
(09_0002.02)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
2' - 8"
TILE STARTING POINT
(09_0002.02)WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
SOLID-PLASTIC WALL
HUNG URINAL
SCREEN (102113.19)
(10_2113.19.02)
TA-1.2TA-3.1
TA-2.1
OPEN TO
BEYOND
TILE STARTING POINT
(09_0002.02)
WALL BASE, SEE FINISH
SCHEDULE
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
H.M. FRAME, PAINTED
(08_1113.13)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)7' - 0"6"2
2' - 8" 2' - 8" 1' - 8 127/128"
TA-2.1
TA-1.1
TA-3.1
TYP
TYP
4
A-5.41
SIM.
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
EQ EQ
TILE STARTING POINT
(09_0002.02)
TILE STARTING POINT
(09_0002.02)
WALL HUNG ADA SINK (SEE PLUMBING
DRAWINGS) (220000) (22_0000.14)3' - 2"TYP
TA-7.1
SOLID-PLASTIC TOILET
PARTITIONS, FLOOR
ANCHORED, OVERHEAD
BRACED
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
OPEN TO
BEYOND
WALL BASE, SEE FINISH
SCHEDULE
TILE STARTING POINT
(09_0002.02)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)7' - 0"6"2
SOLID-PLASTIC TOILET
PARTITIONS, FLOOR
ANCHORED, OVERHEAD
BRACED (10_2113.19.01)
WALL HUNG ADA TOILET
(SEE PLUMBING
DRAWINGS) (22_0000.08)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
1' - 9" 2' - 8" 2' - 8"
TA-3.1 TYP
TYP
TYP
WALL HUNG ADA SINK
(SEE PLUMBING
DRAWINGS) (220000)
(22_0000.14)
TA-1.2
TA-2.1
WALL TILE (SEE
FINISH SCHEDULE)
(09_0002.01)
TILE STARTING POINT
(09_0002.02)
WALL BASE, SEE
FINISH SCHEDULE
(09_6513.07)EQ EQ
CL
TILE STARTING POINT
(09_0002.02)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
2
TA-9.1
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)6"7' - 0"8' - 0"2
TA-11
TA-3.1
TA-1.1
TA-2.1
WALL HUNG ADA TOILET
(SEE PLUMBING
DRAWINGS) (22_0000.08)
WALL HUNG ADA SINK
(SEE PLUMBING
DRAWINGS) (220000)
(22_0000.14)4' - 0"WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
1' - 0 1/2"
TA-3.1
TA-1.1
TA-2.1
TA-5.2
TA-5.2
TA-7.1
WALL HUNG ADA TOILET
(SEE PLUMBING
DRAWINGS) (22_0000.08)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
TA-11
WALL HUNG ADA SINK
(SEE PLUMBING
DRAWINGS) (220000)
(22_0000.14)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
CL
1' - 8"
TA-5.2
TA-5.2
TA-7.1
WALL HUNG ADA TOILET
(SEE PLUMBING
DRAWINGS) (22_0000.08)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
TA-9.1
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
SOLID-PLASTIC TOILET
PARTITIONS, FLOOR
ANCHORED, OVERHEAD
BRACED
SOLID-PLASTIC TOILET PARTITIONS,
FLOOR ANCHORED, OVERHEAD
BRACED
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
TILE STARTING POINT
(09_0002.02)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL HUNG URINAL (SEE
PLUMBING DRAWINGS)
(22_0000.11)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
TILE STARTING POINT
(09_0002.02)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/13/2021 2:47:22 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-4.10
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
ENLARGED PLANS &
INT ELEVS - TOILETS -
PART A
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"15
ENLARGED PLAN -
TOILETS A117A & A119A
2 2/12/21 ADDENDUM 2
1/4" = 1'-0"19
INTERIOR ELEVATION -
TOILET A119A (WEST)
1/4" = 1'-0"16
INTERIOR ELEVATION -
TOILET A119A (NORTH)
1/4" = 1'-0"17
INTERIOR ELEVATION -
TOILET A119A (EAST)
1/4" = 1'-0"18
INTERIOR ELEVATION -
TOILET A119A (SOUTH)
1/4" = 1'-0"20
INTERIOR ELEVATION -
TOILET A117A (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.20
1 ENLARGED PLAN - TOILETS A111, A112 & A121
1/4" = 1'-0"2
INTERIOR ELEVATION -
TOILET A111(NORTH)
1/4" = 1'-0"4
INTERIOR ELEVATION -
TOILET A111 (EAST)
1/4" = 1'-0"3
INTERIOR ELEVATION -
TOILET A111 (SOUTH)
1/4" = 1'-0"5
INTERIOR ELEVATION -
TOILET A111 (SOUTH)
1/4" = 1'-0"6
INTERIOR ELEVATION -
TOILET A111 (WEST)
1/4" = 1'-0"8
INTERIOR ELEVATION -
TOILET A112 (NORTH)
1/4" = 1'-0"9
INTERIOR ELEVATION -
TOILET A112 (EAST)
1/4" = 1'-0"10
INTERIOR ELEVATION -
TOILET A112 (WEST)
1/4" = 1'-0"12
INTERIOR ELEVATION -
TOILET A121 (EAST)
1/4" = 1'-0"13
INTERIOR ELEVATION -
TOILET A121 (SOUTH)
1/4" = 1'-0"14
INTERIOR ELEVATION -
TOILET A121 (WEST)
1/4" = 1'-0"11
INTERIOR ELEVATION -
TOILET A121 (NORTH)
SIM. TOILET A117A (EAST)SIM. TOILET A117A (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.10
7
INTERIOR ELEVATION -
TOILET A111(NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 15/ A-4.10
21
INTERIOR ELEVATION -
TOILET A117A (EAST)
K
B22
TOILET
B135
TOILET
B136
CUST STOR
B137
B137A
B21
A-4.11
18
20
21
A-4.11
16
17
14
S03D
F03C
S03D
S03B
S03F
S06B
15
19
5' - 0" CLR.
22_0000.17
TA-8.1
17' - 8 1/8"
3' - 3"
3' - 3"EQEQ5' - 0" CLR.
5' - 7"
A-0.03
2
4' - 4"1' - 11"A-5.51
7
A-5.51
7
1' - 0"4' - 2 3/4"AF-1.20
12
SIM.
SIM.
A-5.17
2
B136A
B135A
A-4.1113 1210 1/4"1' - 6"1' - 6"
2' - 11" CLR
2' - 11" CLR
K
B20 B22
S06B
D11A
S03F
S03D
S03D
B211A
TOILET
B210
TOILET
B209
CUST STOR
B211
TOILET
B213
TOILET
B214
S06B
S06B
D11A
S03A-1
B214A B213A
B21
L
K.8
A-4.11
23
20' - 0 5/8"
5' - 0" CLR
11' - 3"5' - 0" CLR.6' - 9 1/2"
22_0000.17
TA-8.1
25
A-4.11
27
2426
2830
29
A-4.11
31
34
33 4' - 4"3' - 3"
S03B
F03D
6' - 10 1/8"
3' - 3"
23' - 7 1/4"
A-0.03
2
EQEQA-4.11
31
34
33
SIM/OPP
SIM/OPP
SIM/OPP
CLR
6"1' - 11"5' - 3"10' - 6 7/8"S03A-1
A-5.51
7
A-5.51
7
5' - 0" CLR.B209A
B210A
A-0.03
4 7' - 10 5/8"7' - 11 1/2"4' - 4"32
A-4.11 1213
8' - 8 1/4"32
SIM/OPP 1' - 6"1' - 6"1' - 6"1' - 6"
7' - 5 1/2"7' - 5 1/2"
5' - 0" CLR
2' - 11" CLR 2' - 11" CLR 2' - 11" CLR
CLR
6"
2' - 11" CLR 2' - 11" CLR 2' - 11" CLR
TA-1.1
TOILET PARTITION
OVERHEAD BRACING
SOLID-PLASTIC TOILET
PARTITIONS, FLOOR
ANCHORED, OVERHEAD
BRACED (10_2113.19.01)
WALL HUNG URINAL (SEE
PLUMBING DRAWINGS)
(22_0000.11)
TA-5.2
OPEN
BEYOND
TA-2.1
TA-3.1
WALL HUNG ADA TOILET
(SEE PLUMBING
DRAWINGS) (22_0000.08)
TA-5.2
CL
EQEQ.
TILE STARTING POINT
(09_0002.02)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)CL CL CL1' - 4"1' - 4"
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
TA-3.1
TA-1.1
11' - 0"TILE STARTING POINT
(09_0002.02)
WALL BASE, SEE FINISH
SCHEDULE
H.M. FRAME, PAINTED
(08_1113.13)
OPEN TO
BEYOND
6"7' - 0"8' - 0"2
TOILET PARTITION
OVERHEAD BRACING
(10_2113.19.06)
SOLID-PLASTIC TOILET
PARTITIONS, FLOOR
ANCHORED, OVERHEAD
BRACED (10_2113.19.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
TA-3.1
7
A-5.51
GYPSUM WALL
BOARD, PAINTED
(09_2900.01)
SIM.
TILE STARTING POINT
(09_0002.02)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL TILE (SEE
FINISH SCHEDULE)
(09_0002.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
TA-5.2
TA-5.2
WALL HUNG ADA TOILET
(SEE PLUMBING
DRAWINGS) (22_0000.08)11' - 0"9' - 0"6' - 6"6"2
A-5.17
TILE STARTING POINT
(09_0002.02)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
WALL HUNG URINAL (SEE
PLUMBING DRAWINGS)
(22_0000.11)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
OPEN
BEYOND
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
TYP
TYP
TA-5.2
TA-5.2
WALL HUNG ADA TOILET
(SEE PLUMBING
DRAWINGS) (22_0000.08)
SOLID-PLASTIC TOILET
PARTITIONS, FLOOR
ANCHORED, OVERHEAD
BRACED (10_2113.19.01)
WALL HUNG ADA SINK
(SEE PLUMBING
DRAWINGS) (220000)
(22_0000.14)
TA-3.1
EQEQ
TILE STARTING POINT
(09_0002.02)
TA-1.1
CL CL CL1' - 4"1' - 4"
H.M. FRAME, PAINTED
(08_1113.13)
SOLID-PLASTIC TOILET
PARTITIONS, FLOOR
ANCHORED, OVERHEAD
BRACED (10_2113.19.01)WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL HUNG ADA SINK
(SEE PLUMBING
DRAWINGS) (220000)
(22_0000.14)TA-7.1
TA-5.2
OPEN
BEYOND
TA-5.2
WALL HUNG ADA TOILET
(SEE PLUMBING
DRAWINGS) (22_0000.08)
TA-3.1
TILE STARTING POINT
(09_0002.02)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
CL
EQ EQ
CLCLCL1' - 4"1' - 4"
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
OPEN
BEYOND
SOLID-PLASTIC TOILET
PARTITIONS, FLOOR
ANCHORED, OVERHEAD
BRACED (10_2113.19.01)
TA-1.2
TA-5.2
TA-7.1
TA-5.2
TYP
TYP
TA-3.1
TA-7.1
WALL HUNG ADA TOILET
(SEE PLUMBING
DRAWINGS) (22_0000.08)
WALL HUNG ADA SINK
(SEE PLUMBING
DRAWINGS) (220000)
(22_0000.14)
TA-2.1
CL
EQ EQ
TILE STARTING POINT
(09_0002.02)
CLCLCL1' - 4"1' - 4"
TA-6.1
SOLID-PLASTIC TOILET
PARTITIONS, FLOOR
ANCHORED, OVERHEAD
BRACED (10_2113.19.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
TA-3.1
7
A-5.51
TILE STARTING POINT
(09_0002.02)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
TA-5.2
TA-5.2
TA-7.1
WALL HUNG ADA TOILET
(SEE PLUMBING
DRAWINGS)
TILE STARTING POINT
(09_0002.02)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
TA-3.1
WALL HUNG ADA SINK
(SEE PLUMBING
DRAWINGS) (220000)
(22_0000.14)
H.M. FRAME, PAINTED
(08_1113.13)
EQ.EQ.
TILE STARTING POINT
(09_0002.02)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
OPEN TO
BEYOND 8' - 0"7' - 0"6"GYPSUM WALL BOARD,
PAINTED (09_2900.01)
TA-3.1
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
TILE STARTING POINT
(09_0002.02)
H.M. FRAME, PAINTED
(08_1113.13)OPEN TO
BEYOND
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)6"7' - 0"8' - 0"2
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
TA-5.2
TA-5.2
WALL HUNG ADA TOILET
(SEE PLUMBING
DRAWINGS) (22_0000.08)
TILE STARTING POINT
(09_0002.02)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
SOLID-PLASTIC TOILET
PARTITIONS, FLOOR
ANCHORED, OVERHEAD
BRACED (10_2113.19.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
TA-3.1
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
7
A-5.51
TILE STARTING POINT
(09_0002.02)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
H.M. FRAME, PAINTED
(08_1113.13)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL HUNG ADA SINK
(SEE PLUMBING
DRAWINGS) (220000)
(22_0000.14)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
TA-3.1
TA-3.1
H.M. FRAME, PAINTED
(08_1113.13)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
OPEN TO
BEYOND
TILE STARTING POINT
(09_0002.02)7' - 0"8' - 0"6"2
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
TA-5.2
TA-7.1
TA-5.2
WALL HUNG ADA TOILET
(SEE PLUMBING
DRAWINGS) (22_0000.08)
TILE STARTING POINT
(09_0002.02)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
TA-6.1
SOLID-PLASTIC TOILET
PARTITIONS, FLOOR
ANCHORED, OVERHEAD
BRACED (10_2113.19.01)
TA-3.1
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
7
A-5.51
TILE STARTING POINT
(09_0002.02)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
TA-7.1
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
TA-5.2
TA-5.2
WALL HUNG ADA TOILET
(SEE PLUMBING
DRAWINGS) (22_0000.08)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
TILE STARTING POINT
(09_0002.02)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
TA-1.1
TA-2.1
WALL HUNG ADA SINK
(SEE PLUMBING
DRAWINGS) (220000)
(22_0000.14)
TA-3.1
TA-5.2
TA-5.2
TA-7.1
WALL HUNG ADA TOILET
(SEE PLUMBING
DRAWINGS) (22_0000.08)
1' - 8"
TILE STARTING POINT
(09_0002.02)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
WALL HUNG ADA SINK
(SEE PLUMBING
DRAWINGS) (220000)
(22_0000.14)
TA-2.1
TA-3.1
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
TA-9.1
TILE STARTING POINT
(09_0002.02)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
1' - 0"7' - 0"8' - 0"6"2
TA-5.2
TA-5.2
TA-7.1
WALL HUNG ADA TOILET
(SEE PLUMBING
DRAWINGS) (22_0000.08)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
TILE STARTING POINT
(09_0002.02)
WALL BASE, SEE
FINISH SCHEDULE
(09_6513.07)
TA-3.1
WALL HUNG ADA SINK
(SEE PLUMBING
DRAWINGS) (220000)TA-10.1
TA-5.4
TA-5.3
SHOWER FITTING (SEE
PLUMBING DRAWINGS
AND A-5.80 FOR TYPICAL
MOUNTING HEIGHTS)
(22_0000.33)
SHOWER PAN (SEE
PLUMBING DRAWINGS)
(22_0000.34)
TILE STARTING POINT
(09_0002.02)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
A23A22
B108A
TOILET
B108
6' - 3 1/8"7' - 11 5/8"A-4.11
3
6
5
SIM./OPP.
SIM./OPP.
SIM./OPP.
N.6
A-5.53
3
CLR
6"1' - 6"TA-9.1
SHOWER FITTING (SEE
PLUMBING DRAWINGS
AND A-5.80 FOR TYPICAL
MOUNTING HEIGHTS)
(22_0000.33)7' - 0"8' - 0"TILE STARTING POINT
(09_0002.02)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)6"WALL HUNG ADA TOILET
(SEE PLUMBING
DRAWINGS) (22_0000.08)
TA-7.1
TA-5.2
TA-5.2
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
TILE STARTING POINT
(09_0002.02)
WALL BASE, SEE FINISH
SCHEDULE
TA-3.1
TA-1.1
TA-2.1
WALL HUNG ADA SINK
(SEE PLUMBING
DRAWINGS) (220000)
(22_0000.14)
WALL HUNG ADA TOILET
(SEE PLUMBING
DRAWINGS)
TA-5.2
TA-5.2
TA-7.1
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
CL
TILE STARTING POINT
(09_0002.02)
1' - 8"
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
TA-3.1
TA-1.1
TA-2.1
WALL HUNG ADA SINK
(SEE PLUMBING
DRAWINGS) (220000)
INTERIOR HOLLOW METAL
BORROWED LIGHT
(PAINTED FRAME)
(08_1113.03)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
TA-9.1
WALL BASE, SEE FINISH
SCHEDULE
TILE STARTING POINT
(09_0002.02)7' - 0"8' - 0"2
6"TA-5.2
TA-5.2
TA-7.1
TA-3.1
TA-1.1
TA-2.1
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL HUNG ADA SINK
(SEE PLUMBING
DRAWINGS) (220000)
(22_0000.14)WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
WALL HUNG ADA TOILET
(SEE PLUMBING
DRAWINGS)6' - 6"CL
TILE STARTING POINT
(09_0002.02)
1' - 8"
WALL BASE, SEE
FINISH SCHEDULE
(09_6513.07)
N.3
A-4.11 810
7
A-4.116
3
5
9
B112GA
B114A 7' - 11 5/8"TOILET
B114
6' - 3 1/4"
S03A
S06A
D09A
N.5
A26 A28
N.6
ISOLATION
B112J
9' - 5 1/4"5' - 2"S08A6' - 7"7' - 3 7/8"
B112JA
D09A
S03A
S03A CLR
6"
4
12" MIN1' - 6 3/4"6"1' - 6"1' - 6"
CLR
6"3' - 3 1/4"3' - 1 3/4"
NURSE TOILET
B112G
ENLARGED TOILET PLAN NOTES
1. REFER TO INTERIOR ASSEMBLIES SHEET FOR TYPICAL CONSTRUCTION NOTES.
2. REFER TO SHEET AF-0.03 FOR EQUIPMENT SCHEDULE AND TYPICAL MOUNTING HEIGHTS
3. REFER TO SHEET AF-0.01, AF-0.02 & AF-1.20 FOR TILE SPECIFICATIONS & LAYOUT
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL TILE (SEE
FINISH SCHEDULE)
(09_0002.01)
WALL BASE, SEE
FINISH SCHEDULE
(09_6513.07)
GYPSUM WALL
BOARD, PAINTED
(09_2900.01)
TILE STARTING POINT
(09_0002.02)
OPEN TO
BEYOND
WALL TILE (SEE
FINISH SCHEDULE)
(09_0002.01)
WALL BASE, SEE
FINISH SCHEDULE
(09_6513.07)
GYPSUM WALL
BOARD, PAINTED
(09_2900.01)
OPEN TO
BEYOND
OPEN TO
BEYOND WALL TILE (SEE
FINISH SCHEDULE)
(09_0002.01)
GYPSUM WALL
BOARD, PAINTED
(09_2900.01)
WALL BASE, SEE
FINISH SCHEDULE
(09_6513.07)
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/13/2021 2:48:27 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-4.11
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
ENLARGED PLANS &
INT ELEVS - TOILETS -
PART B
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
11 ENLARGED PLAN - TOILETS B135 & B136
1/4" = 1'-0"22
ENLARGED PLAN - TOILETS B209 &
B210, STAFF TOILETS B213 & B214
1/4" = 1'-0"16
INTERIOR ELEVATION -
TOILET B135 (SOUTH)
1/4" = 1'-0"15
INTERIOR ELEVATION -
TOILET B135 (EAST)
1/4" = 1'-0"14
INTERIOR ELEVATION -
TOILET B135 (NORTH)
1/4" = 1'-0"17
INTERIOR ELEVATION -
TOILET B135 (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 22/ A-4.11
25 INT ELEV-B209 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 22/ A-4.11
27 INT ELEV-B210 (NORTH)
1/4" = 1'-0"18
INTERIOR ELEVATION -
TOILET B136 (NORTH)
1/4" = 1'-0"20
INTERIOR ELEVATION -
TOILET B136 (SOUTH)
1/4" = 1'-0"21
INTERIOR ELEVATION -
TOILET B136 (WEST)
1/4" = 1'-0"19
INTERIOR ELEVATION -
TOILET B136 (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 22/ A-4.11
24 INT ELEV-B209 (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 22/ A-4.11
26 INT ELEV-B209 (WEST)1/4" = 1'-0"
REFERENCING VIEW: 22/ A-4.11
23 INT ELEV-B209 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 22/ A-4.11
28 INT ELEV-B210 (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 22/ A-4.11
30 INT ELEV-B210 (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 22/ A-4.11
29 INT ELEV-B210 (SOUTH)
1/4" = 1'-0"31
INT ELEV - STAFF TOILET
B213 (NORTH)
1/4" = 1'-0"34
INT ELEV - STAFF TOILET
B213 (WEST)
1/4" = 1'-0"33
INT ELEV - STAFF TOILET
B213 (SOUTH)
1/4" = 1'-0"10
INT ELEV - STAFF TOILET
B112G (EAST)1/4" = 1'-0"8
INT ELEV - STAFF TOILET
B112G (WEST)
1/4" = 1'-0"2
ENLARGED PLAN - STAFF
TOILET B1081/4" = 1'-0"7
INT ELEV - STAFF TOILET
B112G (NORTH)
1/4" = 1'-0"3
INT ELEV - STAFF TOILET
B114 (NORTH)
1/4" = 1'-0"6
INT ELEV - STAFF TOILET
B114 (WEST)
1/4" = 1'-0"5
INT ELEV - STAFF TOILET
B114 (SOUTH)
1/4" = 1'-0"9
INT ELEV - STAFF TOILET
B112G (SOUTH)
SIM/OPP AT TOILET B214
1/4" = 1'-0"1
ENLARGED PLAN - STAFF TOILET B114
& NURSE TOILET B112G
SIM./OPP. AT TOILET B108
SIM/OPP AT TOILET B214
SIM/OPP AT TOILET B214
SIM./OPP. AT TOILET B108 SIM./OPP. AT TOILET B108
2 2/12/21 ADDENDUM 2
1/4" = 1'-0"
REFERENCING VIEW: 22/ A-4.11
32
INT ELEV - STAFF TOILET
B213 (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.11
4
INT ELEV - STAFF TOILET
B114 (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 11/ A-4.11
12
INT ELEV - TOILET B135 & B136
ENTRANCE (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 11/ A-4.11
13
INT ELEV - TOILET B135& B136
ENTRANCE (WEST)
B24
J J
B129AA
EXT25
B128A
CHANGING ROOM
B128
GYM LOCKERS 6-7
B129
GN CHANGE
B129A
TOILET
B130
CHANGING ROOM
B131
M06
M08
EWA-4B
G12-2
B25 B28 B29
B132A
B133AA
B133A
ELECTRICAL
B133
IDF
B133A
M06
M06
M06M06
M06
M06-2
M06-2
M0611 3/8"M06-2
EMERG ELEC
B133B
3' - 1"A-4.12
3
A-4.12 12
13
4 2
A-4.1223
11
10
A-4.12
13
10
11
SIM./OPP.
B133BA 8' - 2 1/2"3' - 8"A-4.126
HEALTH OFF
B132
J.7 J.78' - 0 5/8"3' - 1 1/8"12' - 4 1/8"12' - 10 1/4"11' - 4 7/8"5' - 0"7
G12A
M06-2
M06-2
1' - 6"A-5.15
10
A-6.03
19
A-5.15
9
25
26
24
M11 20' - 10 3/8"M11
A-4.12 20
19
21
A-0.03
3
B131AB131B B128B
M08
A-4.1215 1612
SIM./OPP.
SIM./OPP.SIM./OPP.A-4.1217 18
22
M08
M06
M113' - 10"12' - 8 1/2"5' - 0"6
A-5.70
6
A-5.70
7
A-5.70
10' - 8 3/8"5' - 5"9' - 5"
3' - 6 3/4"
6
A-5.70
1' - 6"3' - 0"3' - 0"1' - 6"3' - 0"3' - 0"5' - 0" CLR2' - 0"
Z01A
A-5.51
7
TYPE 5A
TYPE 5TYPE 5
TYPE 5TYPE 5 TYPE 5A
B30
J.3
21
A-6.05
+28.20 ft
M04
TYP OF (10)
TYP OF (5)
TYPE 5A
TYPE 5TYPE 5
TYP OF (10)
CHANGING ROOM TOILETS
B131A
B131AA B129A B128AA
CHANGING ROOM TOILETS
B128A1' - 6"1' - 6"4' - 4 1/8"
17' - 8 3/128"1' - 6"1' - 6"3' - 1" OCCL3' - 1" OC1' - 10"5' - 0" CLR3' - 1" OC3' - 1" OC3' - 10"M08
A-5.53
2
A-5.53
2
M04M04
A-5.53
2
TA-6.1
2
TA-6.1
TA-6.12
1
A-3.01
10_5113.0104_2000.51
22_0000.01
04_2000.51 08_1113.13
10_5113.0110_5113.01
B128A
22_0000.01
B131A
04_2000.51
10_2116.19TA-10.2 TA-10.2
TILE TO CEILING
2
04_2000.51
22_0000.33
TA-5.5
TA-10.1 10_2116.1922_0000.34
TA-10.2TA-10.2
TILE TO CEILING
2
B131A
OPEN TO
BEYOND
2
9
A-5.15
6
A-5.70
10_2116.19
B31 B32A32
GYM LOCKERS 4-5
B126S06B
G12A
EWA-3
EWA-3
A-4.12
9
4
A-3.24
8
1' - 5 7/8"1' - 5 1/4"3' - 10"F03D
2' - 0"
27
TYPE 5ATYPE 5TYPE 5A
TYPE 5TYPE 5
WOOD LOCKER
ROOM BENCH MB-02
TB-01 C6C
28
P.6
P.1
P.2
P.4
6
A-5.70
TYPE 5A
TYP OF (6)
TYP OF (5)
B126A
13
A-5.05
GYPSUM WALL BOARD,
PAINTED
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
PRE-FINISHED METAL
LOCKERS (SEE A-5.80 FOR
LOCKER TYPES)
WALL CURVED IN VIEW
TA-1.1
TA-7.1
TA-5.2
TA-5.2
22_0000.08
22_0000.14
TA-3.1
TA-10.1
TA-5.4
TA-5.3
6
A-5.70
SHOWER PAN (SEE
PLUMBING DRAWINGS)
SHOWER FITTING (SEE
PLUMBING DRAWINGS
AND A-5.80 FOR TYPICAL
MOUNTING HEIGHTS)
TILE TO CEILING
TA-5.2
TA-5.2
TA-7.1
22_0000.08
TA-3.1
TA-1.1 TA-2.1
22_0000.14
4' - 10"
TA-6.1
TA-3.1
22_0000.08
TA-9.1
04_2000.51
A-5.70
6
TA-5.2
TA-5.2
TA-7.1
22_0000.08 A-5.70
6
TILE TO CEILING
204_2000.51
09_0002.01
22_0000.34
TA-5.4
TA-5.3
TA-10.1
6
A-5.7006_4020
TILE TO CEILING
2
TA-5.2
TA-5.2
TA-7.1
22_0000.08
04_2000.51
TA-3.1
TA-1.1
TA-2.1
22_0000.14
9"TA-6.1
2TA-3.1
08_1113.01
04_2000.51
TA-2.1
TA-1.1
22_0000.14
22_0000.08
TA-5.2
TA-9.1
INSULATED METAL PANELS
PAINTED TO MATCH FRAME,
REF. DOOR TYPES.
PRE-FINISHED METAL
LOCKERS (SEE A-5.80 FOR
LOCKER TYPES)
6
A-5.70
GYPSUM WALL BOARD,
PAINTED
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
CMU WALL, SEE PLAN FOR
TYPE (04_2000.51)
TA-1.2
WALL HUNG ADA SINK (SEE
PLUMBING DRAWINGS) (220000)
(22_0000.14)
SOLID-PLASTIC TOILET PARTITIONS,
FLOOR ANCHORED, OVERHEAD BRACED
(10_2113.19.01)
TA-7.1
CL
EQEQ
CL CL CL1' - 4"1' - 4"
04_2000.51
10_2113.19.01
04_2000.51
2
TA-1.1
SOLID-PLASTIC WALL
HUNG URINAL SCREEN
(102113.19) (10_2113.19.02)
WALL HUNG URINAL (SEE PLUMBING
DRAWINGS) (22_0000.11)
22_0000.14 10_2113.19.01
CL
EQ EQ
CLCLCL1' - 4"1' - 4"
TA-5.2
TA-5.2
TA-7.1
22_0000.08
ENLARGED TOILET PLAN NOTES
1. REFER TO INTERIOR ASSEMBLIES SHEET FOR TYPICAL CONSTRUCTION NOTES.
2. REFER TO SHEET AF-0.03 FOR EQUIPMENT SCHEDULE AND TYPICAL MOUNTING HEIGHTS
3. REFER TO SHEET AF-0.01, AF-0.02 & AF-1.20 FOR TILE SPECIFICATIONS & LAYOUT
6' - 0"2' - 0"6"
MB-02TB-01
4' - 0"3' - 0"WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)WALL CURVED IN VIEW
GYPSUM WALL BOARD,
PAINTED
8' - 0"OPEN TO
BEYOND
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/13/2021 2:49:23 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-4.12
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
ENLARGED PLANS &
INT ELEVS - TOILETS &
LOCKERS AT GYM -
PART B
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
14 ENLARGED PLAN - CHANGING ROOMS/TOILETS B128 - B132
1/4" = 1'-0"
REFERENCING VIEW: 14/ A-4.12
3 INT ELEV-B129 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 14/ A-4.12
2 INT ELEV-B129 (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 14/ A-4.12
4 INT ELEV-B129 (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 14/ A-4.12
13 INT ELEV-B131 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 14/ A-4.12
12 INT ELEV-B131 (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 14/ A-4.12
11 INT ELEV-B131 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 14/ A-4.12
10 INT ELEV-B131 CHANGING (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
1 ENLARGED PLAN - GYM LOCKERS 4-5 B126
1/4" = 1'-0"9 INT ELEV-B126 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 14/ A-4.12
7 INT ELEV-B132 (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 14/ A-4.12
6 INT ELEV-B132 (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 14/ A-4.12
23 INT ELEV-B129A (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 14/ A-4.12
24 INT ELEV-B129A (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 14/ A-4.12
25 INT ELEV-B129A (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 14/ A-4.12
26 INT ELEV-B129A (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 14/ A-4.12
19 INT ELEV-B130 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 14/ A-4.12
20 INT ELEV-B130 (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 14/ A-4.12
21 INT ELEV-B130 (NORTH)
1/4" = 1'-0"8 INT ELEV-B126 (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 14/ A-4.12
16 INT ELEV-B128 TLT (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 14/ A-4.12
15 INT ELEV-B128 TLT (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 14/ A-4.12
18 INT ELEV-B131 TLT (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 14/ A-4.12
17 INT ELEV-B131 TLT (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 14/ A-4.12
22 INT ELEV-B130 (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.12
27 INT ELEV-B126 (EAST)
2 2/12/21 ADDENDUM 2
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.12
28 INT ELEV-B126 (NORTH)
2
2
2
2
F
C20
SPED TOILET CC
C114A
C114AA
D09B
S06B
S06B
1' - 3"12' - 2 1/2"8' - 10 1/2"A-4.13
19
21
20 18
1' - 6"
TOILET
C132
TOILET
C131
C132A
C131A
S03A
D11A S03A
S03A
6"6"
A-4.135
4
6
TYP
TYP
TYP
A-4.13 5
4
6
SIM.
SIM.
SIM.7' - 10"6' - 4 1/2"1' - 6 1/4" 6' - 4 1/2"
S03A
22_0000.01
06_4000.01
S03F
S03F
S03F
A-5.55
81' - 6"1' - 6"TOILET
C118
TOILET
C120
D11A
S03A
S03A
S03A
S03A
A-4.14 11
10
12
A-4.14
12
11
10 SIM.
SIM.
SIM. SIM.7' - 10"6' - 3 1/2"
3 5/8"6' - 3 3/8"6' - 3 1/2"1' - 3"C118A C120A
SIM.
SIM.1' - 3"SPED TOILET
C237
7' - 11 1/8"7' - 10"2' - 3"
A-4.14 8
7
9
SIM./OPP.
SIM./OPP.
SIM./OPP.
C237A
1' - 6"12" MIN
6' - 3 1/2" 1' - 6 1/4" 6' - 3 1/2"
S03A
S03A
TOILET
C218
TOILET
C2207' - 10"D11A
C218A C220A
F03B
F03B
F03B F03B
F03B
F03B
6' - 1 1/4"6' - 1 1/4"
6 5/8"6 5/8"
A-4.145
4
6
A-4.14
4
5
6
SIM./OPP.
SIM./OPP.
SIM./OPP.
F03A F03A
1' - 8 1/2"
11"
TA-9.1
TA-3.1
TA-1.1
TA-2.1
WALL HUNG ADA SINK
(SEE PLUMBING
DRAWINGS) (220000)
(22_0000.14)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)7' - 0"WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
TILE STARTING POINT
(09_0002.02)6"6' - 0"2
TA-3.1
3' - 6"TA-1.1
TA-2.1
WALL HUNG ADA SINK
(SEE PLUMBING
DRAWINGS) (220000)
(22_0000.14)
WALL HUNG ADA
TOILET (SEE
PLUMBING
DRAWINGS)
(22_0000.08)
TA-5.2
TA-5.2
TA-7.1
GYPSUM WALL
BOARD, PAINTED
(09_2900.01)
WALL TILE (SEE
FINISH SCHEDULE)
(09_0002.01)6"2' - 10"3' - 2"1' - 5"1' - 6"3' - 0"5' - 6"6"2' - 4"
TILE STARTING POINT
(09_0002.02)
TA-20
TA-5.2
TA-5.2
TA-7.1
WALL HUNG ADA TOILET
(SEE PLUMBING
DRAWINGS) (22_0000.08)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
TA-20
TA-9.1
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
TILE STARTING POINT
(09_0002.02)
ENLARGED TOILET PLAN NOTES
1. REFER TO INTERIOR ASSEMBLIES SHEET FOR TYPICAL CONSTRUCTION NOTES.
2. REFER TO SHEET AF-0.03 FOR EQUIPMENT SCHEDULE AND TYPICAL MOUNTING HEIGHTS
3. REFER TO SHEET AF-0.01, AF-0.02 & AF-1.20 FOR TILE SPECIFICATIONS & LAYOUT
TOILET
D132
TOILET
D133
A-4.14 11
10
12
SIM.
SIM.
SIM.
6' - 4 1/8"
6 5/8"
S03A
S03A
S03A D11A 7' - 10"A-4.148
9
7
SIM.
SIM.
SIM.
D132A D133A
A-5.55
8
1' - 3"1' - 3"2' - 3"12" MIN
SPED TOILET
D128
D09A
S03A
S03A
S03A
D128A
7' - 10"A-4.148SIM.
9 SIM.
8' - 5 1/8"
1' - 3 3/4"
2' - 9"7 SIM.
A-5.51
7 SIM.1' - 3"12" MIN
D8
SPED TOILET
D122
TOILET
D121
8' - 2 7/8"7' - 10"6' - 4 1/8"
2' - 3"
A-4.148
7
9A-4.13 5
4
6
SIM./OPP.
SIM./OPP.
SIM./OPP.
D122A
D121A
2' - 4 3/8"A-5.51
7 SIM.
D9
S03A
S03A
D11A
S03A
A-5.55
8 1' - 3"1' - 6"12" MIN
CLR
6"
TOILET
D117
A-4.135
4
6
6' - 3 3/8"
D117A
6' - 3 3/8"
6"
S03A
S03A
S03AD09A1' - 6"7' - 11 3/4"7' - 10"SPED TOILET
D217
2' - 3"
D217A
A-4.142
3
1
SIM./OPP.
SIM./OPP.
SIM./OPP.
S03AF03B
F06B
S03A
S03F
S03A1' - 6"12" MIN
D8
SPED TOILET
D222
TOILET
D221
8' - 2 1/4"6' - 4 1/8"
2' - 3"
CLR
6"
D221A
D222A
A-4.14
1
2
3
2' - 4 3/8"
D9
S03A
S03A
S03A
D11A
S03A1' - 6"1' - 6"12" MIN
7' - 10"D18
TOILET
D238
TOILET
D228
7' - 10"6' - 4 1/8"6' - 4 1/8"
CLR
6"
D228A
D238A
CLR
6"
1' - 6 1/4"
8' - 5 1/8"
A-4.145
4
6
A-4.14 5
6
4
SIM.
SIM.
SIM.
SIM./
OPP.
SIM./
OPP.
SIM./
OPP.
S03A
S03AD11A
S03A1' - 6"1' - 6"7' - 11 1/8"7' - 10"F03AD09A
S03A
S03A
SPED TOILET
D233
2' - 8 1/8"
A-4.142
1
3
SIM.
SIM.
SIM.1' - 6"12" MIN 2' - 3"
WALL HUNG ADA TOILET
(SEE PLUMBING
DRAWINGS) (22_0000.08)
TA-7.1
TA-5.2
TA-5.2
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
TILE STARTING POINT
(09_0002.02)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
1' - 8"
WALL HUNG ADA SINK
(SEE PLUMBING
DRAWINGS) (220000)
(22_0000.14)
TA-1.1
TA-3.1
TA-2.1
WALL HUNG ADA TOILET
(SEE PLUMBING
DRAWINGS) (22_0000.08)
TA-7.1
TA-5.2
TA-5.2
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
TILE STARTING POINT
(09_0002.02)
TA-3.1
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
TA-2.1
WALL HUNG ADA SINK
(SEE PLUMBING
DRAWINGS) (220000)
(22_0000.14)
TA-9.1
WALL BASE, SEE
FINISH SCHEDULE
(09_6513.07)
TILE STARTING POINT
(09_0002.02)6"6' - 0"7' - 0"2 7' - 10"6' - 4 1/2"1' - 6 1/4" 6' - 4 1/2"EQEQC231A C232A
6 5/8"6 5/8"
TOILET
C231
TOILET
C232
A-4.13
4
6
5 A-4.13
4
6
5
SIM./OPP.
SIM./OPP.
SIM./OPP.
SIM.
SIM.
SIM.
S03A S03FD11A
S03A
S03A 1' - 9 1/8"20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/13/2021 2:50:04 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-4.13
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
ENLARGED PLANS &
INT ELEVS - TOILETS -
PART C & D
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"1
ENLARGED PLAN - SPED TOILET CC
C114A
1/4" = 1'-0"2
ENLARGED PLAN - STAFF TOILET C131
& STAFF TOILET 132
1/4" = 1'-0"3
ENLARGED PLAN - 4TH/5TH GR. TOILET
C118 & 4TH/5TH GR. TOILET C120
1/4" = 1'-0"7
ENLARGED PLAN - 6TH/7TH GR. SPED
TOILET C237
1/4" = 1'-0"9
ENLARGED PLAN - 6TH/7TH GR. TOILET
C128 & 6TH/7TH GR. TOILET C220
1/4" = 1'-0"18
INT ELEV-C114A SPED
(EAST)
1/4" = 1'-0"19
INT ELEV-C114A SPED
(SOUTH)
1/4" = 1'-0"20
INT ELEV-C114A SPED
(WEST)
1/4" = 1'-0"21
INT ELEV-C114A SPED
(NORTH)
TYPICAL STAFF TOILET RM. ELEVATIONS - PART C & D
1/4" = 1'-0"10
ENLARGED PLAN - 4TH/5TH GR. TOILET
D132 & 4TH/5TH GR. TOILET D133
1/4" = 1'-0"11
ENLARGED PLAN - SPED
TOILET D128
1/4" = 1'-0"12
ENLARGED PLAN - STAFF TOILET D121
& SPED TOILET D122
1/4" = 1'-0"13
ENLARGED PLAN - STAFF
TOILET D117
1/4" = 1'-0"17
ENLARGED PLAN - SPED
TOILET D217
1/4" = 1'-0"16
ENLARGED PLAN - STAFF TOILET D221
& SPED TOILET D222
1/4" = 1'-0"15
ENLARGED PLAN - 6TH/7TH GR. TOILET
D228 & 6TH/7TH GR. D238
1/4" = 1'-0"14
ENLARGED PLAN - SPED
TOILET D233
1/4" = 1'-0"4
INT ELEV - STAFF TOILET
D117 (NORTH)
1/4" = 1'-0"5
INT ELEV - STAFF TOILET
D117 (WEST)
1/4" = 1'-0"6
INT ELEV - STAFF TOILET
D117 (SOUTH)
1/4" = 1'-0"8
ENLARGED PLAN - STAFF TOILET C231
& STAFF TOILET C232
SIM. STAFF TOILET C131
SIM./OPP. STAFF TOILET C132
SIM. STAFF TOILET C231
SIM./OPP. STAFF TOILET C232
SIM./OPP. STAFF TOILET D121
SIM./OPP. STAFF TOILET D221
SIM. STAFF TOILET C131
SIM./OPP. STAFF TOILET C132
SIM. STAFF TOILET C231
SIM./OPP. STAFF TOILET C232
SIM./OPP. STAFF TOILET D121
SIM./OPP. STAFF TOILET D221
SIM. STAFF TOILET C131
SIM./OPP. STAFF TOILET C132
SIM. STAFF TOILET C231
SIM./OPP. STAFF TOILET C232
SIM./OPP. STAFF TOILET D121
SIM./OPP. STAFF TOILET D221
2 2/12/21 ADDENDUM 2
F
C8
3' - 5"3' - 9"TOILET
C222
TOILET
C221 22' - 2"20' - 11 7/8"10' - 5"3' - 3" 3' - 3" 5' - 0"
5' - 0" CLR3' - 9"A-4.14
26
2527
28
22_0000.17
TA-8.1
A-4.14
32
29 31
30
D11A
C223A
A-5.51
7
A-5.51
77' - 6 1/2"7' - 6 1/2"EQEQ7' - 1"1' - 6"1' - 6"
3' - 3" OC 3' - 3" OC
A-4.1423 22
SIM/OPP
SIM
2
SIM
A-4.1423 22
2
SIM/OPP
7' - 6"2
WALL HUNG ADA SINK
(SEE PLUMBING
DRAWINGS) (220000)
(22_0000.14)
WALL HUNG ADA URINAL
(SEE PLUMBING
DRAWINGS) (220000)
(22_0000.12)
TA-5.2
TA-5.2
WALL HUNG ADA TOILET
(SEE PLUMBING
DRAWINGS) (22_0000.08)
SOLID-PLASTIC WALL
HUNG URINAL SCREEN
(102113.19) (10_2113.19.02)
TA-3.1
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
EQ EQ
1' - 4" 1' - 4"
TA-3.1
WALL HUNG ADA SINK
(SEE PLUMBING
DRAWINGS) (220000)
(22_0000.14)
TA-3.1
TILE STARTING POINT
(09_0002.02)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
TILE STARTING POINT
(09_0002.02)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
OPEN TO
BEYOND
WALL HUNG ADA TOILET
(SEE PLUMBING
DRAWINGS) (22_0000.08)
SOLID-PLASTIC TOILET
PARTITIONS, FLOOR
ANCHORED, OVERHEAD
BRACED (10_2113.19.01)
TA-5.2
TA-5.2
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
TILE STARTING POINT
(09_0002.02)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
TA-3.1
7
A-5.51
WALL TILE (SEE
FINISH SCHEDULE)
(09_0002.01)
WALL BASE, SEE
FINISH SCHEDULE
(09_6513.07)
TILE STARTING POINT
(09_0002.02)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
TA-3.1
WALL HUNG ADA TOILET
(SEE PLUMBING
DRAWINGS) (22_0000.08)
TA-9.1
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
TILE STARTING POINT
(09_0002.02)6' - 0"6"7' - 0"2
TA-5.1
TA-5.2
WALL HUNG ADA TOILET
(SEE PLUMBING
DRAWINGS) (22_0000.08)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)TILE STARTING POINT
(09_0002.02)
TA-3.1
WALL HUNG ADA TOILET
(SEE PLUMBING
DRAWINGS) (22_0000.08)
TA-5.1
TA-5.2
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
1' - 8"
TILE STARTING POINT
(09_0002.02)
TA-2.1
TA-1.1
F
C8
TOILET
C121
TOILET
C122
CUST STOR
C123
R06B
R06B
S06B
A-4.14
17
15
16 14
A-4.14
19
5' - 0" CLR
22' - 2"18
21
20
5' - 0" CLR
1' - 3"
1' - 4 3/4"5' - 6"3' - 2"7' - 4 1/2"
20' - 11 7/8"
3' - 3" OC 3' - 3" OC
3' - 3"10' - 5"10' - 2 3/4"EQEQ7' - 6 1/2"7' - 6 1/2"3' - 9"3' - 9"3' - 3" OC 3' - 3" OC7' - 1"A-5.51
7
A-5.51
7
22_0000.17
TA-8.1
20' - 11 7/8"
A-4.1423 22
D11A
S03F
S03D
1' - 3"EQEQ
A-4.1423 22
SIM/OPPSIM/OPP
2 7' - 6"
2
TA-3.1 TA-3.1
WALL HUNG ADA SINK
(SEE PLUMBING
DRAWINGS) (220000)
(22_0000.14)
OPEN TO
BEYOND
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
TA-5.2
TA-5.1
WALL HUNG ADA TOILET
(SEE PLUMBING
DRAWINGS) (22_0000.08)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
TILE STARTING POINT
(09_0002.02)
TA-1.2
WALL HUNG ADA SINK
(SEE PLUMBING
DRAWINGS) (220000)
(22_0000.14)
SOLID-PLASTIC TOILET
PARTITIONS, FLOOR
ANCHORED, OVERHEAD
BRACED (10_2113.19.01)
WALL HUNG URINAL (SEE
PLUMBING DRAWINGS)
(22_0000.11)
TYP
TYPGYPSUM WALL BOARD,
PAINTED (09_2900.01)GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
TA-5.1
TA-5.2
WALL HUNG ADA TOILET
(SEE PLUMBING
DRAWINGS) (22_0000.08)
TA-3.1
7' - 0"EQ EQ
1' - 4" 1' - 4"
WALL TILE (SEE
FINISH SCHEDULE)
(09_0002.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
TA-3.1
WALL HUNG ADA SINK
(SEE PLUMBING
DRAWINGS) (220000)
(22_0000.14)
TA-3.1
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
TILE STARTING POINT
(09_0002.02)
OPEN
TO
BEYOND
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
SOLID-PLASTIC TOILET
PARTITIONS, FLOOR
ANCHORED, OVERHEAD
BRACED (10_2113.19.01)
TA-3.1
7
A-5.51
TILE STARTING POINT
(09_0002.02)
WALL HUNG ADA SINK
(SEE PLUMBING
DRAWINGS) (220000)
(22_0000.14)
SOLID-PLASTIC TOILET
PARTITIONS, FLOOR
ANCHORED, OVERHEAD
BRACED (10_2113.19.01)
TA-7.1
TA-5.2
TA-5.1
WALL HUNG ADA TOILET
(SEE PLUMBING
DRAWINGS) (22_0000.08)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
TA-3.1
7' - 0"TILE STARTING POINT
(09_0002.02)
EQEQ
1' - 4"1' - 4"
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
TA-5.2
TA-7.1
TA-5.1
TILE STARTING POINT
(09_0002.02)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
SOLID-PLASTIC TOILET
PARTITIONS, FLOOR
ANCHORED, OVERHEAD
BRACED (10_2113.19.01)
TA-3.1
7
A-5.51
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
TILE STARTING POINT
(09_0002.02)
TA-6.1 2
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
TA-9.1
TA-3.1
TILE STARTING POINT (09_0002.02)
WALL BASE, SEE FINISH SCHEDULE
(09_6513.07)6"6' - 0"7' - 0"2WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
TA-3.1 TA-5.1
TA-5.2
WALL HUNG ADA TOILET
(SEE PLUMBING
DRAWINGS) (22_0000.08)
TILE STARTING POINT
(09_0002.02)
TA-1.1
TA-2.1
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
TA-5.2
TA-5.1
WALL HUNG ADA
TOILET (SEE
PLUMBING
DRAWINGS)
(22_0000.08)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
TILE STARTING POINT
(09_0002.02)
TA-9.1TA-3.1
WALL HUNG ADA SINK
(SEE PLUMBING
DRAWINGS) (220000)
(22_0000.14)
WALL HUNG ADA TOILET
(SEE PLUMBING
DRAWINGS) (22_0000.08)
WALL BASE, SEE
FINISH SCHEDULE
(09_6513.07)
WALL TILE (SEE
FINISH SCHEDULE)
(09_0002.01)
TILE STARTING POINT
(09_0002.02)
GYPSUM WALL
BOARD, PAINTED
(09_2900.01)6' - 0"7' - 0"6"2
TA-1.1
TA-3.1
TA-2.1
WALL HUNG ADA SINK
(SEE PLUMBING
DRAWINGS) (220000)
(22_0000.14)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
TA-7.1
TA-5.2
TA-5.2
WALL HUNG ADA TOILET
(SEE PLUMBING
DRAWINGS) (22_0000.08)WALL BASE, SEE
FINISH SCHEDULE
(09_6513.07)
TILE STARTING POINT
(09_0002.02)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
TA-5.2
TA-5.2
TA-7.1
WALL HUNG ADA TOILET
(SEE PLUMBING
DRAWINGS) (22_0000.08)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
WALL BASE, SEE
FINISH SCHEDULE
(09_6513.07)
TILE STARTING POINT
(09_0002.02)
TA-9.1
TA-3.1
TA-2.1
WALL HUNG ADA SINK
(SEE PLUMBING
DRAWINGS) (220000)
(22_0000.14)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
TILE STARTING POINT
(09_0002.02)TA-5.2
TA-5.2
TA-7.1
WALL HUNG ADA TOILET
(SEE PLUMBING
DRAWINGS) (22_0000.08)
TA-3.1
TA-1.1
TA-2.1
WALL HUNG ADA SINK
(SEE PLUMBING
DRAWINGS) (220000)
(22_0000.14)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
TILE STARTING POINT
(09_0002.02)
WALL BASE, SEE
FINISH SCHEDULE
(09_6513.07)
TA-5.2
TA-5.2
TA-7.1
WALL HUNG ADA TOILET
(SEE PLUMBING
DRAWINGS) (22_0000.08)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
TILE STARTING POINT
(09_0002.02)
WALL BASE, SEE
FINISH SCHEDULE
(09_6513.07)
TA-3.1
TA-3.1
TA-1.2
WALL HUNG ADA SINK
(SEE PLUMBING
DRAWINGS) (220000)
(22_0000.14)
OPEN TO
BEYOND
TILE STARTING POINT
(09_0002.02)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
TA-1.2
TA-3.1
WALL HUNG ADA SINK
(SEE PLUMBING
DRAWINGS) (220000)
(22_0000.14)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
WALL HUNG ADA TOILET
(SEE PLUMBING
DRAWINGS) (22_0000.08)
TA-5.2
TA-5.2
TA-7.1
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
EQEQ
TILE STARTING POINT
(09_0002.02)
TILE STARTING POINT
(09_0002.02)
EQEQ
1' - 4"1' - 4"TA-1.1
TA-5.2
TA-5.2
TA-7.1
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
TILE STARTING POINT
(09_0002.02)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
TA-3.1
7
A-5.51
TILE STARTING POINT
(09_0002.02)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
TA-6.1
2
ENLARGED TOILET PLAN NOTES
1. REFER TO INTERIOR ASSEMBLIES SHEET FOR TYPICAL CONSTRUCTION NOTES.
2. REFER TO SHEET AF-0.03 FOR EQUIPMENT SCHEDULE AND TYPICAL MOUNTING HEIGHTS
3. REFER TO SHEET AF-0.01, AF-0.02 & AF-1.20 FOR TILE SPECIFICATIONS & LAYOUT
OPEN TO
BEYOND
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
TILE STARTING POINT
(09_0002.02)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
OPEN TO
BEYOND
H.M. FRAME, PAINTED
(08_1113.13)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
TILE STARTING POINT
(09_0002.02)7' - 0"6"2
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/13/2021 2:51:02 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-4.14
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
ENLARGED PLANS &
INT ELEVS - TOILETS -
PART C & D
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"24
ENLARGED FLOOR PLAN - 6TH/7TH GR.
TOILETS C221 & C222
1/4" = 1'-0"
REFERENCING VIEW: 24/ A-4.14
26 INT ELEV-C221 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 24/ A-4.14
27 INT ELEV-C221 (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 24/ A-4.14
25 INT ELEV-C221 (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 24/ A-4.14
28 INT ELEV-C221 (SOUTH)
1/4" = 1'-0"7
INT ELEV - 4TH/5TH GR.
SPED TLT D122 (NORTH)
1/4" = 1'-0"9
INT ELEV - 4TH/5TH GR.
SPED TLT D122 (SOUTH)
1/4" = 1'-0"8
INT ELEV - 4TH/5TH GR.
SPED TLT D122 (WEST)
TYPICAL 4TH/5TH GRADE TOILET ELEVATIONS
SIM. SPED TOILET D128
SIM. TOILET D133
SIM. SPED TOILET D128
SIM. TOILET D133
SIM. SPED TOILET D128
SIM. TOILET D133
TYPICAL 4TH/5TH GRADE GANG TOILETS
TYPICAL 4TH/5TH GRADE GANG TOILETS
1/4" = 1'-0"13
ENLARGED FLOOR PLAN - 4TH/5TH GR.
TOILETS C121 & C122
1/4" = 1'-0"
REFERENCING VIEW: 13/ A-4.14
18 INT ELEV-C122 (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 13/ A-4.14
14 INT ELEV-C121 (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 13/ A-4.14
15 INT ELEV-C121 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 13/ A-4.14
16 INT ELEV-C121 (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 13/ A-4.14
17 INT ELEV-C121 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 13/ A-4.14
19 INT ELEV-C122 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 13/ A-4.14
20 INT ELEV-C122 (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 13/ A-4.14
21 INT ELEV-C122 (NORTH)
SIM. AT D130 (NORTH)SIM. AT D130 (EAST)SIM. AT D130 (WEST)
SIM. AT D130 (SOUTH)
SIM. AT D129 (NORTH)
SIM. AT D129 (EAST)SIM. AT D129 (SOUTH)SIM. AT D129 (WEST)
1/4" = 1'-0"10
INT ELEV - 4TH/5TH GR.
TOILET C118 (NORTH)
1/4" = 1'-0"11
INT ELEV - 4TH/5TH GR.
TOILET C118 (EAST)
1/4" = 1'-0"12
INT ELEV - 4TH/5TH GR.
TOILET C118 (SOUTH)
SIM./OPP TOILET C120
SIM. TOILET D132
TYPICAL 6TH/7TH GRADE TOILET ELEVATIONS
1/4" = 1'-0"1
INT ELEV - 6TH/7TH GR.
SPED TLT D222 (NORTH)
1/4" = 1'-0"2
INT ELEV - 6TH/7TH GR.
SPED TLT D222 (WEST)
1/4" = 1'-0"3
INT ELEV - 6TH/7TH GR.
SPED TLT D222 (SOUTH)
1/4" = 1'-0"4
INT ELEV - 6TH/7TH GR.
TOILET C220 (NORTH)
1/4" = 1'-0"5
INT ELEV - 6TH/7TH GR.
TOILET C220 (WEST)
1/4" = 1'-0"6
INT ELEV - 6TH/7TH GR.
TOILET C220 (SOUTH)
SIM./OPP TOILET C120
SIM. TOILET D132
SIM./OPP TOILET C120
SIM. TOILET D132
SIM. SPED TOILET D217
SIM. SPED TOILET D233
SIM. SPED TOILET D217
SIM. SPED TOILET D233
SIM. SPED TOILET D217
SIM. SPED TOILET D233
SIM./OPP. TOILET C218
SIM. TOILET D228
SIM./OPP. TOILET D238
SIM./OPP. TOILET C218
SIM. TOILET D228
SIM./OPP. TOILET D238
SIM./OPP. TOILET C218
SIM. TOILET D228
SIM./OPP. TOILET D238
1/4" = 1'-0"
REFERENCING VIEW: 24/ A-4.14
29 INT ELEV-C222 (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 24/ A-4.14
30 INT ELEV-C222 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 24/ A-4.14
31 INT ELEV-C222 (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 24/ A-4.14
32 INT ELEV-C222 (NORTH)
SIM. 4TH/5TH GR. TOILETS D129 & D130
SIM. 6TH/7TH GR. TOILETS D229 & D230SIM. AT D230 (NORTH)SIM. AT D230 (EAST)SIM. AT D230 (WEST)SIM. AT D230 (SOUTH)
2 2/12/21 ADDENDUM 2
1/4" = 1'-0"
REFERENCING VIEW: 13/ A-4.14
22
INT ELEV-C121 & C122
ENTRANCE (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 13/ A-4.14
23
INT ELEV-C121 & C122
ENTRANCE (WEST)
SIM. AT D229 (NORTH)SIM. AT D229 (EAST)SIM. AT D229 (SOUTH)SIM. AT D229 (WEST)
U
V
B14
A10
A15
A-4.21
4
A-4.221
5
A11
A12
N.4
P
P
B9
VEST
A109B
VEST
A109A
D08B-1
S03B
D08B-1
S03B
S03B
D08B
A109A
A109AA
A109B
D08B
A-5.53
6
IDF
A109G
TOILET
A121
TOILET
A112
ELECTRICAL
A125
3
A-3.21
A100AA
A100AB
EXT05
EXT06
A101A
A125A
A124A
A121A
A109BA
A109G
TOILET
A111
CUST STOR
A124
VESTIBULE
A100A
A-4.21
2
AUDITORIUM LOBBY
A100
2
A-3.21
7' - 3 1/8"
CORRIDOR
A100B
7' - 7 1/8"R 1' - 11 3/8"9' - 1 3/8"2' - 9 1/4"BL16
MUSIC
A106
3' - 11"
6' - 4 3/8"
S03C
3' - 6"
4' - 7 1/4"4' - 2 3/8"
32' - 9"
4' - 2 1/4"
8' - 2 3/8"
7' - 3 1/8"7' - 0 7/8"6' - 7 1/2"A-5.61
1
7 5/8"
A-5.61
4
A-4.102
SIM./
OPP.
3
SIM./
OPP.
D09A
S03A
1
A-4.21 3 6' - 5 1/8"
19' - 10 3/4"
6' - 5 1/8"
A101AA
B101AB101D
C1A-5.51
6
S.8
T.2
U.1
S.5
S.1
B11
B10
B13 3' - 4 1/2"3' - 11 1/8"3' - 11 3/4"
3' - 7"3' - 7 1/8"
B100C
22_0000.01
A-5.16
5
A-5.52
10
A-5.52
8 A-5.52
6
A-5.52
14
2
A-3.33
+28.20 ft +28.20 ft
1' - 0"
A-4.10
1
A111A
A112A
A-5.11
7
5
46
A-5.52
3
5
A-3.32
3
A-3.31
4
A-3.28
1
A-5.66
U
V
A15
A17
A11
A12
TYPE 2.2
9' -0" AFF
TYPE 2.2
9' -0" AFF
AUDITORIUM LOBBY
A100
TYPE 3.8
9' - 4" AFF
S.8
S.8T.2U.1
B11
B10
B13
REFER TO SECOND FLOOR
REFLECTED CEILING PLAN
A-5.43
9 1
A-5.43
4
A-5.43EQEQEQEQ
RC
LPA7
LPA6
LPA8 LPA9
LPA9
LPA53' - 8"5' - 3"3' - 6"4' - 6"5' - 4"5' - 4"EQ EQ
EQ EQ
RC
TYP
3' - 0"
EQ
EQ
3' - 0"EQEQRC
RC
RC
TYPE 2.3
11' -0" AFF
A100A
UV
A15
A17
3' - 0"
10' - 0"
10' - 0"
10' - 0"2' - 6"6
A-5.42
TYPE 3.8
17' -10" AFF
S.8T.2U.1
B10
B13
EQ
EQ
EQ
EQ
EQ
EQ
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO.ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"1/25/2021 4:30:35 PMC:\REVIT LOCAL\71010_DYIMS_CONSTRUCTION DOCUMENTS_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
A-4.20
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
100% CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
ENLARGED PLANS &
INT ELEVS -
AUDITORIUM LOBBY -
PART A
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
1 ENLARGED FLOOR PLAN - AUDITORIUM LOBBY
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.21A
3 ENLARGED RCP - AUDITORIUM LOBBY A100 (LOW)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.22A
2 ENLARGED RCP-A100 AUDITORIUM LOBBY A100 (HIGH)
6
A-5.53
9
A-5.16 3
A-3.21
2
A-3.21
5
A-5.16
1
A-3.21
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
17
AF-1.2017
AF-1.20RB-03 AT HOLD OPENS
MRB-01 17' - 10"18' - 3"REFER TO:A-5.42 OPEN TO BEYOND
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
6
A-5.43
ALIGN
17
AF-1.20
MRB-01
?
?
BL16
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)ALIGNTILE STARTING POINT
(09_0002.02)
CUSTOM SEMI-RECESSED
DISPLAY CASE
(10_1200.01)
ALIGH
RB-03 AT HOLD OPENS17
AF-1.20
MRB-01 SUPER
GRAPHIC
DOOR
REFER TO:A-5.42P-04
PT-13
APPROXIMATE LOCATION AND EXTENTS
OF SUPER GRAPHIC WALL COVERING
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
17
AF-1.20
17
AF-1.20 MRB-01
OPEN TO
BEYOND
OPEN TO
BEYOND
4
A-5.61
6
A-5.61
TYP
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
IN-WALL BOTTLE FILLING
STATION (SEE PLUMBING
DRAWINGS AND A-5.80
FOR TYPICAL MOUNTING
HEIGHTS) (22_0000.01)
A125A A121A A109BA
ALIGN
EQ EQ
TILE STARTING POINT
(09_0002.02)
EQ EQ
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
TILE STARTING POINT
(09_0002.02)
17
AF-1.20 RB-03 AT HOLD OPENS
MRB-01 8
CUSTOM SEMI-RECESSED
DISPLAY CASE (10_1200.01)
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"3/1/2021 10:00:07 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-4.21
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
ENLARGED PLANS &
INT ELEVS -
AUDITORIUM LOBBY -
PART A
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.20
1 INTERIOR ELEVATION - CORR. A100B (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.20
3 INTERIOR ELEVATION - LOBBY A100 (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.20
5 INTERIOR ELEVATION - LOBBY A100 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.20
4 INTERIOR ELEVATION - LOBBY A100 (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.20
2 INTERIOR ELEVATION - CORR. A100B (WEST)
2 2/12/21 ADDENDUM 2
3 2/18/21 ADDENDUM 3
8 3/1/21 ADDENDUM 8
DN
AAAAAAAAU R
B1
B4
A2
A5
A10
1
A-3.11
1
A-3.11
A-4.24 43
A-4.221
4
A-4.25
1
3
A-4.25
4
2
A11
A12
T SS.2 N.9P
P
B9
B6
AUDITORIUM
A109F
AUDITORIUM
A109
VEST
A109C
IDF
A107
WATER/FIRE SERVICE
A103
VEST
A109D
EXT09
EXT10
EXT11
A109DA
A109CB
A107A
A103A
A109C
S06B
S06B
S06B
S06B
S08B-1
D08B
S03B
REF. EL. 25.70
REF. EL. 26.95
REF. EL. 31.70
DN
DN
DN
DN
DN
S08B-1
D08B
D08B
D08B
S08B-1
D08B
A109CA
9' - 11"
S03B
REF. EL. 33.45
REF. EL. 35.20
REF. EL. 36.95
REF. EL. 38.70
REF. EL. 40.45
REF. EL. 29.95
REF. EL. 28.20
D08B-1
A6
A7
A-5.52
5
A-5.52
12
A-5.13
3
A-5.13
5
A-5.13
4
A-5.13
2
A-5.13
1
D08B
D08B5' - 2 1/2" 12' - 11 1/2"
A-4.22 2
3
ACCESS LADDER TO STORAGE LOFT
ACCESS LADDER TO STORAGE LOFT
CONTOL PANELS, SECURE MILLWORK
REF. EL. 42.20
S03AS03A
S06A
S06A
S.8 S.5 S.1
B5
F06B
F06B
S06B
A-5.52
1
A-5.52
14
5
A-4.24
10_4413.06
10_4413.0610_4413.06
+28.20 ft
EXT08
4
A-3.32
A-5.52
16
A-5.52
8
A-5.52
3
5
A-3.32
3
A-3.32
3
A-3.31
1
A-3.32
2
A-3.32
7
12_6100.01
05_7300.1105_7300.1105_7300.1105_7300.11
05_7300.1105_7300.11
05_5213.04 05_5213.04
S03B
10_4413.06
10_4413.06
6
A-4.24
7
A-4.24
8
8
8
44' - 0"
8
A109B
A109G1' - 9"5' - 9 1/8"
2
A-3.01
5
A-3.32
1' - 9"7' - 8 5/8"
05_5213.04
A109A
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO.ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"3/2/2021 11:56:30 AMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-4.22
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
ENLARGED PLANS &
INT ELEVS -
AUDITORIUM - PART A
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
5 ENLARGED FLOOR PLAN - AUDITORIUM A109
1/4" = 1'-0"4
INTERIOR ELEVATION -
AUDITORIUM A109
(PARTIAL EAST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.10
1 INTERIOR ELEVATION - AUDITORIUM A109 (PARTIAL SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.20
2 INT ELEV-A109 AUD (NORTH2)
1/4" = 1'-0"
REFERENCING VIEW: 5/ A-4.22
3 INT ELEV-A109 AUD (EAST2)
2 2/12/21 ADDENDUM 2
3 2/18/21 ADDENDUM 3
8 3/1/21 ADDENDUM 8
U R
B1
B4
A2
A5
A10
1
A-3.11
A11
A12
T SS.2 P
B2
B9
B6
14
A-5.41
A6
A7
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5a
STORAGE
LOFT
STORAGE
LOFT
6' - 8"1' - 6"8' - 0"1' - 6"8' - 0"1' - 6"8' - 0"1' - 6"8' - 0"1' - 6"8' - 0"1' - 6"1' - 6" 8' - 0" 1' - 6" 8' - 0" 1' - 6" 8' - 0"
24' - 6"
EXPOSED
TYPE 4.3
A109
25' - 0"
22' - 6"
25' - 6"
23' - 6"
26' - 0"
26' - 6"
24' - 0"
24' - 6"
25' - 0"
25' - 6"
26' - 0"
26' - 6"
27' - 0"
27' - 0"
27' - 6"
28' - 0"
28' - 6"
29' - 0"
22' - 6"
23' - 0"
23' - 6"
24' - 0"
25' - 0"
24' - 6"
25' - 6"
26' - 0"
26' - 6"
27' - 0"
RECESSED PROJECTION SCREEN
(SEE AV DRAWINGS) (111320)
TYPE X.X
9' - 6" AFF
CL
WALL MOUNTED
PROJECTOR
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5b
28' - 4"
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5a
28' - 3"
29' - 0 1/2"
27' - 9 1/4"
29' - 0 1/2"
23' - 0"
27' - 10"
27' - 4"
26' - 10"
26' - 4"
25' - 10"
25' - 4"
24' - 10"
24' - 3 3/4"
24' - 9"
25' - 3"
25' - 9 3/4"
26' - 3 3/4"
26' - 9 1/2"
27' - 3 1/4"
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5a
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5b
SLOPED
TYPE 3.5b
SLOPED SOUND REFLECTIVE
WOOD VENEER PANEL (TYP
at wall/ceiling intersection)
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO.ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"1/25/2021 4:31:37 PMC:\REVIT LOCAL\71010_DYIMS_CONSTRUCTION DOCUMENTS_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
A-4.23
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
100% CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
ENLARGED PLANS &
INT ELEVS -
AUDITORIUM - PART A
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.22A
1 ENLARGED RCP-A109 AUDITORIUM
2
A-3.01
23_0000
5
A-5.52
WOOD VENEER ACOUSTIC
PANELS: 50% NON-
PEROFRATED w/DENSE
CORE/50% PERFORATED
SOUND ABOSORPTION
PANELS NRC 0.7+ PATTERN
TBD
LONG-THROW PROJECTOR
SLOPED SOUND
REFLECTIVE WOOD VENEER
PANEL (TYP at wall/ceiling
intersection)
METAL ACCESS LADDER
3
A-3.32
1/2" X 2 1/2" PAINTED STL PICKET FLOOR
MOUNTED GUARDRAIL @ 4" O.C. MAX TYP 3' - 6"2
A-3.01
AUDITORIUM
A109
WOOD VENEER ACOUSTIC PANELS: 50% NON-
PEROFRATED w/DENSE CORE/50% PERFORATED SOUND
ABOSORPTION PANELS NRC 0.7+ PATTERN TBD
A109CB12
A-5.52
OPERABLE REFLECTORS
RECESSED PROJECTOR SCREEN
METAL ACCESS LADDER
SLOPED SOUND REFLECTIVE
WOOD VENEER PANEL (TYP at
wall/ceiling intersection)
5
A-4.24
4
A-3.32
16
A-5.52
5
A-3.32
ORCHESTRA
+25' -8 3/8"
BRACKET
BOLTED TO WALL
PLASTIC LAMINATE
PL-0118"18"18"FRT BLOCKING
4x4 STEEL TUBE
6" METAL STUD
FRAMING
5/8" GWB, PAINTED
1 1/2" CLRCL
CL
CL
CL
1 1/2" CLR
SLOPING RAMP
SURFACE4"2 1/4"STAINLESS STEEL
RAILING
2 1/2" METAL STUD
FRAMING
RB-01 WALL BASE
CL
13"
8
TOP OF WALL SLOPES
18"1"
1"3' - 0"3"3/4" X 1-1/2” STAINLESS
STEEL BAR POST
WELDED TO PIPE HANDRAIL
1-1/2” DIA STAINLESS
STEEL PIPE HANDRAIL
SLIP RESISTANT RUBBER
NOSING RN-01
SEE FINISH SCHEDULE
CARPET TREADS AND RISERS
SEE FINISH SCHEDULE
FIRST FLOOR
+28' -2 3/8"
ORCHESTRA
+25' -8 3/8"3"3/4" X 1-1/2” STAINLESS
STEEL BAR POST
WELDED TO PIPE HANDRAIL
1-1/2” DIA STAINLESS
STEEL PIPE HANDRAIL
WALL BEYOND
CARPET TILE FLOORING
SEE FINISH SCHEDULE
SLIP RESISTANT RUBBER
NOSING RN-01
SEE FINISH SCHEDULE
CARPET TREADS AND RISERS
SEE FINISH SCHEDULE
RISER6"SEE PLAN
TREAD
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
3/1/2021 10:02:14 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-4.24
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
ENLARGED PLANS &
INT ELEVS -
AUDITORIUM - PART A
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.10
4 INTERIOR ELEVATION - AUDITORIUM A109 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.10
3 INTERIOR ELEVATION - AUDITORIUM A109 (SOUTH)
1 INTERIOR PERSEPECTIVE - AUDITORIUM (LOOKING AT STAGE)2 INTERIOR PERSEPECTIVE - AUDITORIUM (LOOKING AT REAR)
2 2/12/21 ADDENDUM 2
3 2/18/21 ADDENDUM 3
8 3/1/21 ADDENDUM 8
1 1/2" = 1'-0"
REFERENCING VIEW: 5/ A-4.22
5 TYPICAL RECESSED HANDRAIL DETAIL
1" = 1'-0"
REFERENCING VIEW: 1/ A-4.20
6 AUDITORIUM SEATING RAILING
1" = 1'-0"
REFERENCING VIEW: 5/ A-4.22
7 HANDRAIL DETAIL AT STAGE
A109AA109B
AP-01 AP-01 AP-01 AP-01 AP-01 AP-01 AP-01 AP-01 AP-01 AP-01 AP-01 AP-01AP-01AP-01AP-01AP-01AP-01AP-01AP-01AP-01AP-01AP-01AP-01
5' - 0"2' - 4"W-2
W-02 W-02
A109DAALIGN
HIGH-PRESSURE LAMINATE WALL
PANEL, SEE FINISH LEGEND
(06_4000.10)
OPEN TO BEYOND
8
8
1
A-3.11
5
A-5.52
12
A-5.52
OPEN TO BEYOND
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
1
A-3.11
EXT09
EXT10
HVAC ITEM (SEE HVAC
DRAWINGS) (23_0000)
HVAC ITEM (SEE HVAC
DRAWINGS) (23_0000)
FULLY RECESSED FIRE
EXTINGUISHER CABINET
(10_4413.06)
22
A-6.03
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"3/1/2021 10:02:28 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-4.25
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
ENLARGED PLANS &
INT ELEVS -
AUDITORIUM - PART A
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 5/ A-4.22
3 INTERIOR ELEVATION - AUDITORIUM A109 (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 5/ A-4.22
1 INTERIOR ELEVATION - AUDITORIUM A109 (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 5/ A-4.22
4 INTERIOR ELEVATION - STAGE A109F (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 5/ A-4.22
2 INTERIOR ELEVATION - STAGE A109F (WEST)
8 3/1/21 ADDENDUM 8
K
L.9
B4
A-4.286
1
5
3A-4.282 4
M.9
N.4
N.9P
L
K.8
B9
B6
A116C
A120A
EXT16
A115A
S08B-1
D08B
F06B
F08B
S08B-1
R08B
F06B
F08B
S08B
F03C
F03C
F03C
S08B
EWA-3
CAFETORIUM
A116
CAF STORAGE
A115
STAGE
A116A
MILLWORK SURROUNDED BY PARTIAL-HEIGHT WALLS
MILLWORK
MILLWORK
A-5.62
1
A-5.62
6
A-5.62
6
L.5
10' - 11 1/4"30' - 2 1/2"10' - 10 1/2"A-5.58
6
52' - 0 1/4"27' - 11 7/8"18' - 1"A-5.52
2
A-5.14
1
A-5.52
13
A-5.53
6
S08B-1
D08B-1
9' - 0"
9' - 0"
A119D
A119E
A-5.62
9
7
A-5.58
A-4.21
2
S03B
1
6"1' - 1"6' - 5 5/8"4' - 7"6"S03A
F03D
S03A-1
SCHOOL STORE
B101A
STAIR B1
ST-B1
B101A
B101D
B119C
B101AA
EXT18C31C32C33 B12
B8
B13
B5
B732' - 1 1/2"F06B-1
F06B-1
F06B-1
2
A-3.33
SIM.
10_4413.06
A-5.52
17
1
A-3.32
21 2' - 1"3
A-3.33
4
A-3.33
05_5213.0305_5213.03
A-4.28 7
8
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"3/1/2021 10:03:08 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-4.26
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
ENLARGED PLANS &
INT ELEVS -
CAFETORIUM - PART A
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
1 ENLARGED FLOOR PLAN - CAFETORIUM A116
8 3/1/21 ADDENDUM 8
KL.9
B4
M.9N.4N.9 K.8
B9
B6
20
A-5.41
L.5
2' - 6"11 1/2" TYP18' - 8" (LOW, TYP)
19' - 7" (HIGH, TYP)10' - 0" TYPWALL MOUNTED
PROJECTOR
EXPOSED
TYPE 4.3
A116
ARCHED
TYPE 3.7
LARGE VENUE REAR
PROJECTION SCREEN
TYP OF (60)
EXPOSED
TYPE 4.3
A116A
B12
B8
B5
B7
TYPE 1.4
19' -8" AFF
TYPE 1.4
19' -8" AFF
TYPE 1.4
19' -8" AFF
LP8 LP8
LP8
LP8LP8
9' - 0"12' - 0"LP8
LP8LP8
LPBS10LPBS10LPBS10LPBS10LPBS10LPBS10LPBS10LPBS10LPBS10
LPBS10LPBS10LPBS10LPBS10LPBS10LPBS10LPBS10LPBS10LPBS10
LPBS10LPBS10LPBS10LPBS10LPBS10LPBS10LPBS10LPBS10LPBS10
LPBS10LPBS10LPBS10LPBS10LPBS10LPBS10LPBS10LPBS10LPBS10
LPBS10LPBS10LPBS10LPBS10LPBS10LPBS10LPBS10LPBS10LPBS10
LPBS10LPBS10LPBS10LPBS10LPBS10LPBS10LPBS10LPBS10LPBS10
LP8 LP8LP8
23
A-5.41
23
A-5.41
23
A-5.41
2
A-5.81
2
A-5.81
2
A-5.81
2
2
2 20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"2/13/2021 2:53:22 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-4.27
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
ENLARGED PLANS &
INT ELEVS -
CAFETORIUM - PART A
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.22A
1 ENLARGED RCP - CAFETORIUM A116 & STAGE A116A
2 2/12/21 ADDENDUM 2
STRUCTURAL STEEL
FRAMING (SEE
STRUCTURAL
DRAWINGS)(051200)
(05_1200)
EXT16
HVAC ITEM (SEE HVAC
DRAWINGS) (23_0000)
20
A-5.41
1
A-5.14
18' - 0"18' - 0"18' - 0"
EXT17
PB-01
OPEN TO LOBBY BEYOND
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
CAFETORIUM
A116
STAGE
A116A
HVAC ITEM (SEE HVAC
DRAWINGS) (23_0000)
1
A-5.41
BL12 BL14
PT-04
4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"1' - 5 1/2"
TB-02 MB-05 MB-05 TB-02
4' - 0"2
A-3.33
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
TILE STARTING POINT
(09_0002.02)
RECESSED PROJECTION
SCREEN (SEE AV
DRAWINGS) (111320)
(11_1320.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
3
A-3.33
4
A-3.33
PB-01
B119C
W-02 PANELS AT PROSCENIUM
7
A-5.58
RECESSED HANDRAIL
RECESSED PROJECTION
SCREEN (SEE AV
DRAWINGS) (111320)
(11_1320.01)
1
A-3.32
A115A
1
A-5.66
10' - 0"8
B101D
8
RECESSED PROJECTION
SCREEN (SEE AV
DRAWINGS) (111320)
(11_1320.01)
STAGE
A116A
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
A120AA116C
CAFETORIUM
A116
3
A-5.14
2
A-5.14
A119D A119E6
A-5.58
PT-04
4' - 0" 4' - 0" 4' - 0" 4' - 0" 5' - 6"
MB-05MB-05TB-02
4' - 0"A-5.58
7
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
PB-01PB-01
7
A-5.58
MOTORIZED PROJECTION SCREEN
6
A-5.58
4
A-5.58
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
1
A-5.66
5
A-3.01
2
A-3.11
STAGE
A116A
MB-03MB-06TB-02MB-05 MB-06 TB-02 MB-05
4' - 0"EQ4' - 0"4' - 0"6' - 0"8' - 0"6' - 0"4' - 0"4' - 0"EQ
1
A-3.32
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WOOD WAINSCOT/HVAC COVER,
SOLID VENEER GRADE PLYWOOD.
PLYWOOD ENDS TO BE EXPOSED,
SANDED AND EASED. COLOR TO
MATCH PL-01
PORTAL SURROUND, 2 LAYERS
SOLID VENEER GRADE PLYWOOD.
PLYWOOD ENDS TO BE EXPOSED,
SANDED AND EASED. COLOR TO
MATCH PL-01
A-5.62
14
A-5.60
6 SIM
PB-01
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"3/1/2021 10:03:35 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-4.28
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
ENLARGED PLANS &
INT ELEVS -
CAFETORIUM - PART A
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.26
5 INTERIOR ELEVATION - CAFETORIUM A116 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
3 INTERIOR ELEVATION - CAFETORIUM A116 EAST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.20
6 INTERIOR ELEVATION - CAFETORIUM A116 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
1 INTERIOR ELEVATION - CAFETORIUM A116 (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.20
4 INTERIOR ELEVATION - STAGE A116A (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.20
2 INTERIOR ELEVATION - STAGE A116A (SOUTH)
3 2/18/21 ADDENDUM 3
8 3/1/21 ADDENDUM 8
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.26
7 INT ELEV-A116 HVAC WALL (NORTH)
8
AN
TVE
MB-03MB-05
3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6"6' - 6"AP-04 AP-04 AP-04 AP-04 AP-04 AP-04 AP-04 AP-04 AP-04
BL16
EQ 4' - 0" 8' - 0" 4' - 0" EQ
MB-05
3' - 0"4' - 0"A106A
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
AP-03 AP-03 AP-03 AP-03
EQ2' - 0"EQ EQ2' - 0"EQ EQ2' - 0"EQ
3' - 0"4' - 6"1' - 9"6' - 6"EQ3' - 6"EQ
AP-04 AP-04 AP-04 AP-04
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
AP-03AP-03 6' - 6"1' - 9"4' - 6"3' - 0"EQ2' - 0"EQ EQ3' - 6"EQ
AP-04AP-04
CASEWORK (SEE
CASEWORK DRAWINGS)
(12_3000)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
ACOUSTICAL CEILING TILE
(ACT) (SEE CEILING
TYPES) (09_5113.01)
15
A-5.52
11
A-5.52
AP-03AP-03AP-03
AP-04AP-04AP-04AP-04AP-04AP-04AP-04AP-04
4' - 0"1' - 9"6' - 6"3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6"
AP-04
1
A-3.31
11
A-5.52
EQ 6' - 0" EQ
4' - 0"3' - 0"MB-06
2
A-3.31
EQ4' - 4"8"4' - 0"8"4' - 4"EQ
MB-05
3' - 0"4' - 0"AP-03 AP-03
3' - 0"7' - 0"15
A-5.52
11
A-5.52
EQ 6' - 0"EQ
4' - 0"MB-06
15
A-5.52
EQ 4' - 4" 2' - 0" 4' - 4" EQ
7' - 0"3' - 0"AP-03 AP-03AP-03 AP-03
3' - 0"7' - 0"4' - 4"4' - 4"1' - 0"
0"
EQ 6' - 0" EQ
3' - 0"MB-06
1
A-3.31
VW
A9
A15
A-4.29
10
9
12
11
V.5
A8
A11
A14
A-5.52
15
A-5.52
11
A-4.29
7
6
8
A-4.29
5
3
4
MUSIC ENSEMBLE
A104A
MUSIC ENSEMBLE
A106A
MUSIC
A106
R08B
R06B
R06B R06B
F03D
F03D
R06B
R06B
MB-03
MB-05
MB-06
MB-05
MB-06
F03D
F03D
D02B
D01B
A106AB A104AA
A106AA
A106A
BL16 ALIGNV.9
D05B
1
A-3.31
2
A-3.31
CG-02
CG-02
CG-02
CG-02
CG-02
15
A-5.67
SIM
8
APPROXIMATE LOCATION AND EXTENTS
OF SUPER GRAPHIC WALL COVERING
4
A-3.32
16
A-5.52
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
CONT. GWB REVEAL
8' - 1 1/2"8
888
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
11
A-5.52
3 1/2"4"3 1/2"10' - 6"IN-WALL BOTTLE FILLING STATION
(SEE PLUMBING DRAWINGS AND
A-5.80 FOR TYPICAL MOUNTING
HEIGHTS) (22_0000.01)
2
A-3.31 SOLID SURFACE PORTAL
SURROUND; REFER TO FINISH
LEGEND (06_4000.05)
SOLID SURFACE PORTAL
SURROUND; REFER TO FINISH
LEGEND (06_4000.05)
SOLID SURFACE PORTAL
SURROUND; REFER TO FINISH
LEGEND (06_4000.05)
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
ALIGN BOTTLE FILLER WITH TOP OF TILE 8' - 1 1/2"CONT. GWB REVEAL
888
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
1
A-3.22
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
CONT. GWB REVEAL
EXT08
8
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)8' - 1 1/2"CONT. GWB REVEAL
A101AA
8
VW
A9
A15
V.5
A8
A11
A144' - 0"EQEQEQ4' - 0"TYPE 2.2
8' -6" AFF
TYPE 1.1
12' -0" AFF
104A
TYPE 1.4
9' -0" AFF
TYPE 1.1
12' -0" AFF
A1016A
TYPE 1.6
16' -0" AFF
A106
22
A-5.41
4
A-5.41
5
A-5.41
V.9
TYPE 1.4
12' -0" AFF
TYPE 1.4
16' -0" AFF
TYPE 3.9
16' -0" AFF
TYPE 3.9
16' -0" AFF
TYPE 3.9
16' -0" AFF
TYPE 3.9
16' -0" AFF
LP8 LP8
LP8LP8
LP8 LP8
EQ EQ
EQEQRC
EQ EQ
RC
RC
RC
RC
CONT. RADIANT PANEL (ACTIVE AND
IN-ACTIVE) SEE M-SERIES
DRAWINGS (238235) (23_8235.01)ALIGNLP8
LP8
7
A-5.41
LP8
LP8
INTEGRATED RADIANT PANEL AND
LIGHT SHELVES BELOW (SHOWN AS
DASHED LINE) IN SOUTH FACING
CLASSROOMS ONLY (23_0000.19)
3
A-5.41
INTEGRATED RADIANT PANEL AND
LIGHT SHELVES BELOW (SHOWN AS
DASHED LINE) IN SOUTH FACING
CLASSROOMS ONLY (23_0000.19)
INTEGRATED RADIANT PANEL AND
LIGHT SHELVES BELOW (SHOWN AS
DASHED LINE) IN SOUTH FACING
CLASSROOMS ONLY (23_0000.19)ALIGN20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"3/1/2021 10:04:16 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-4.29
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
ENLARGED PLANS &
INT ELEVS - MUSIC -
PART A
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.29
9 INT ELEV-A106 MUSIC (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.20
12 INT ELEV-A106 MUSIC (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.29
11 INT ELEV-A106 MUSIC (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.20
10 INT ELEV-A106 MUSIC (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.29
3 INT ELEV-A104A (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.29
4 INT ELEV-A104A (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.29
5 INT ELEV-A104A (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.29
6 INT ELEV-A106A (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.29
7 INT ELEV-A106A (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.29
8 INT ELEV-A106A (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
1 ENLARGED-A106 A104A A106A MUSIC
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
15 INTERIOR ELEVATION - CORRIDOR A101 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
13 INTERIOR ELEVATION - CORRIDOR A101 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
16 INT ELEV-A101 (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
14 INT ELEV-A101(EAST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.21A
2 ENLARGED RCP-A106, A104A & A106A MUSIC
2 2/12/21 ADDENDUM 2
8 3/1/21 ADDENDUM 8
TVE
AN
AN
TVE
VW
A5
A-4.305
6
3
4
V.5
A3
A8
A4
A1
A6
A-5.52
18
A-4.3010
8
7
9
MUSIC
A104
MUSIC
A102
D05B
R06B
R06B
R08B
F03D
F03D
R06B
R06B
V.9
F03D
3' - 7 3/4"
A-5.52
11
SIM./OPP.
+28.20 ft
1
A-3.31
CG-02
CG-02
CG-02
CG-02
CG-02
11
A-5.52
3' - 0" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6"
AP-04AP-04AP-04AP-04AP-04AP-04AP-04AP-04AP-04AP-04AP-04AP-04AP-04AP-04
4' - 0"3' - 0"MB-06
MB-03
MB-06
EQ 6' - 0" 8' - 0" 6' - 0" EQ 4' - 0"1' - 3"3' - 0"6"4' - 0"3' - 0"AP-04 AP-04
AP-04
EQ 4' - 0"1' - 0"4' - 0"EQ
AP-04
MB-05MB-05MB-05
EQ 4' - 0"EQ
AP-04 AP-04 AP-04AP-04
EQ 4' - 0"EQ
8
8
18
A-5.52
AP-04AP-04AP-04AP-04AP-04AP-04AP-04AP-04AP-04
3' - 0" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6"6' - 6"1' - 9"4' - 6"3' - 0"3' - 6"
AP-03
AP-04
3' - 6"
15
A-5.52
18
A-5.52
MB-05 MB-06
AP-04 AP-04
EQ2' - 0"EQ
AP-03
EQ3' - 6"EQ
AP-03
EQ4' - 0"EQ 4' - 6"3' - 0"EQ6' - 0"EQ 3' - 0"4' - 0"2' - 3"6' - 6"AP-04 AP-04
15
A-5.52
11
A-5.52
3' - 6"3' - 6"3' - 6"
AP-04 AP-04 AP-04 AP-04 AP-04 AP-04 AP-04 AP-04
AP-03AP-03AP-036' - 6"1' - 9"4' - 0"3' - 6"3' - 0"3' - 6"3' - 6"3' - 6"3' - 6"3' - 6"3' - 6"3' - 6"3' - 6"
AP-04
1
A-3.31
18
A-5.52
AP-04AP-04AP-04AP-04AP-04AP-04AP-04AP-04AP-04
3' - 0"3' - 6"3' - 6"3' - 6"3' - 6"3' - 6"3' - 6"3' - 6"3' - 6"3' - 6"
AP-03 AP-03 AP-03 AP-03 AP-036' - 6"1' - 9"4' - 6"3' - 0"AP-04
8
8
8
11' - 0"8
MB-03 MB-06MB-06
4' - 0"3' - 0"AP-04AP-04AP-04
AP-04AP-04AP-04AP-04AP-04AP-04AP-04
3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6"
AP-04
6' - 6"9' - 3"4' - 0"6' - 0"8' - 0"6' - 0"4' - 0"
AP-04 AP-04 AP-04 AP-04 AP-04 AP-04 AP-04 AP-04
7' - 6"3' - 6"9"4' - 0"2' - 0"87' - 10"4"CG-02
TB-02TB-02
EQ4' - 0"EQ EQ4' - 0"EQ
MB-05
AP-04 AP-04
MB-05
3' - 0" 4' - 0" 2' - 3" 6' - 6"
AP-04
AP-04
EQ2' - 6"EQ
8
VW
A5
V.5
A3
A8
A4
A1
A6
TYPE 2.2
8' -2" AFF
TYPE 1.6
16' -0" AFF
A104
TYPE 1.4
9' -0" AFF
TYPE 1.4
11' -0" AFF
TYPE 1.6
16' -0" AFF
A102
4' - 0"4' - 0"EQEQEQEQ2' - 0"EQEQEQEQTYPE 2.2
8' -6" AFF
4
A-5.41
22
A-5.41
4
A-5.41
22
A-5.41 4' - 0"V.9
TYPE 3.9
16' -0" AFF
TYPE 3.9
16' -0" AFF
TYPE 3.9
16' -0" AFF
TYPE 3.9
16' -0" AFF
TYPE 3.9
16' -0" AFF
TYPE 3.9
16' -0" AFF
EQEQ EQEQRC
EQ EQ
RC
RC
RC
RC
RC
LP8 LP8
LP8LP8
LP8 LP8
LP8 LP8
LP8 LP8
2' - 0"EQ EQ
RC
RC
LP8 LP8
LP8 LP8
LP8LP8
LP8 LP8 4' - 0"RC
RC
RC
RC
RC
INTEGRATED RADIANT PANEL AND
LIGHT SHELVES BELOW (SHOWN AS
DASHED LINE) IN SOUTH FACING
CLASSROOMS ONLY (23_0000.19)
INTEGRATED RADIANT PANEL AND
LIGHT SHELVES BELOW (SHOWN AS
DASHED LINE) IN SOUTH FACING
CLASSROOMS ONLY (23_0000.19)
INTEGRATED RADIANT PANEL AND
LIGHT SHELVES BELOW (SHOWN AS
DASHED LINE) IN SOUTH FACING
CLASSROOMS ONLY (23_0000.19)
TYPE 3.9
16' -0" AFF
TYPE 3.9
16' -0" AFF
TYPE 3.9
16' -0" AFF
TYPE 3.9
16' -0" AFF
TYPE 3.9
16' -0" AFF
TYPE 3.9
16' -0" AFF
TYPE 3.9
16' -0" AFF
TYPE 3.9
16' -0" AFF
EQ EQ
8
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO.ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"3/2/2021 12:05:03 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-4.30
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
ENLARGED PLANS &
INT ELEVS - MUSIC -
PART A
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
1 ENLARGED-A102 A104 MUSIC1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.29
3 INT ELEV-A104 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.30
8 INT ELEV-A102 (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.30
6 INT ELEV-A104 (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.29
5 INT ELEV-A104 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.30
4 INT ELEV-A104 (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.30
9 INT ELEV-A102 (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.30
7 INT ELEV-A102 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.30
10 INT ELEV-A102 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.21A
2 ENLARGED RCP-A102 104 MUSIC
2 2/12/21 ADDENDUM 2
8 3/1/21 ADDENDUM 8
UP
Q
N
B14
B14
B20 B24
B24
B17
A17
A24
M.5
M.5
B18
4
A-3.41
4
A-3.41
1
A-3.41
6
A-3.41
10
A-3.51
7
A-3.51
A-4.428
A-4.426
1
A-3.23
A-4.42
11
7
A-4.42
3
A-4.42 95
2
A-4.43
28
29
A-4.4326A-4.43 24
A-4.4317
16
19
A-4.436
9
A-4.43 3
4
5
A-4.42 10
A-4.43
20
18
A-4.43
15
14
13
A23
B21
B21 B25
B25B23
P.7
M
N.4
P
A22A21
A20
A19
A18
N.3
L L
K.8 K.8
B19
VESTIBULE
B121
PRINCIPAL
B117
PSYCH
B115
TEAM LEADER
B113
RECORDS
B111
TEAM LEADER
B109
PSYCH
B107
PRINCIPAL
B105
OPEN WORK
B104A
PRINCIPAL WAIT
B104
COPY RM
B106
STOR
B106A
TOILET
B108
EXAM ROOM
B112F
RESTING
B112E
RESTING
B112D
COPY RM
B118
GEN OFFICE
B120
CONF RM
B119
CONF RM
B103
LOBBY
B101
VESTIBULE
B100
SCHOOL STORE
B101A
B100BB100A
EXT03
B105A
B107A
G1B
B111A
B109A
G1A
G1B
B113A
B115A
B117A
B120A
EXT01
EXT02
B121A
B121B
B122A
B123A
B138AB139A
S08B
S06B M08-1
G12B-2
UP
UP
S03A
NURSE STORAGE
B112H
NURSE OFFICE
B112B
NURSE OFFICE
B112C
TOILET
B114
STOR
B118A
SIM./OPP.
GEN OFFICE
B102
OPEN WORK
B116A
G1B
G1A
LINE OF FLOOR ABOVE
S06B
S03D
A-6.04
20
S03A
M06B
M06B
M06B
S06A
S06A
G12B-2
A-5.67
5
A-4.11 810
7
MAIL RM
B102B
MAIL RM
B120B
L.5
G1B
EXT04
25
A-5.67
1
A-5.67
1
14' - 3 3/4"
12' - 5 3/4"
5' - 1 1/4"
12' - 4 7/8"
7' - 10 1/4"
15' - 6 1/4"
4' - 7 3/4"
6' - 9 1/2"
3' - 0 1/4"5' - 3 1/2"3' - 0"
S03A
S06A
16' - 6 5/8"B106A
B106B
B103B
NURSE OFFICE / WAITING
B112
B119B
B118B
B118A
B118AA
B108A
B114A
B112GA
B112C
B112FA
B112BA
B112CA
B102A
14' - 9 3/8"
14' - 4 3/8"
11' - 9 1/4"
6' - 3"
11' - 9 7/8"
6' - 3 1/8"14' - 3"1
A-3.24
A-5.53
15
8' - 1 7/8"
6' - 10"
14' - 6 1/2"
M08C
S03A
S06A
6' - 3 1/4"
14' - 8 3/8"9' - 3 1/2"14' - 8 3/8"
1
A-3.33
16' - 2 3/8"A-5.53
8
6' - 4 5/8"
8' - 1 7/8"
6' - 6 1/2"
10' - 10 1/4"
A-5.16
4
A-5.53
5
A-5.53
6
A-5.53
106' - 0 1/4"PRINCIPAL WAIT
B116
14' - 6 3/8"
A-6.04
20
A-5.16
2
A-5.16
6
A-5.16
3
A-5.53
710' - 0"24' - 2 1/2"23' - 9 1/2"10' - 0"16' - 2 3/8"A-5.53
7
A-5.53
10
A-5.53
15
A-5.53
14
A-5.53
9
A-6.10
16
A-5.53
9
A-5.53
9
A-5.53
13
B116A
B104A
A-4.11
2
A-4.116
3
5
9
B141A
B101AA
BL05
BL05
BL07
BL07
B112CA
BL07
BL07
B101A
6' - 0 1/4"8' - 1"
4' - 5 1/4"
10' - 0 11/16"
B106AA
4"5' - 1 1/4"A-4.11
1
BL13 BL13
5
A-3.41
M08C
F02B
F02B
MB-01
MB-02
MB-01
TB-01
MB-01
MB-02
MB-01
TB-01
MB-03
MB-01
MB-02
MB-01
TB-01
MB-01
MB-02
MB-01
TB-01
MB-03
TB-04
A-4.4321
A-4.43 7
8
A-4.43
11
1012
MB-01
MB-01
TB-02 A-4.43 23
22
TB-01
TB-01
MB-02
TB-01
TB-01
MB-02
5' - 7"TB-01
TB-01
MB-02
TB-01
TB-01
MB-02
MB-01
TB-02
MB-01
MB-03
TB-04
TB-01
TB-04
TB-01
MB-03
MB-01
MB-01
MB-01
TB-04
A-5.67
14
S08B-1
S08B
S03C-1
S03A-1
S06C-1
S06A
S08A
S08A
S03A
S03A
S03A
S03A
S03A
S03A
CORRIDOR
B101B
S06B
S08B
S08A
S03A
S03A
S03A
A-4.43 14 SIM./OPP.
A-4.4323
22
A-4.43
11
10 12
A-4.43 17
16
19
SIM./OPP
SIM./OPP
SIM./OPP
SIM./OPP
SIM./OPP
SIM./OPP
SIM./OPP
SIM./OPP
A-4.43
8
7
SIM./OPP.
SIM./OPP.
A-4.4323
22
SIM./OPP
SIM./OPP
SIM.
SIM.
A-4.43 23
22
A-4.43 27
A-4.42
1
1' - 1"2 1/16"
SIM./OPP.
SIM./OPP.
5' - 1 1/4"5' - 1 1/4"
CORR.
B110
B101CA
B101C
CL
EQEQ
11' - 5"
B101BA
B101B
B123B
B101D
SIDE-FOLDING OPEN
AIR SECURITY GRILLE
SIDE-FOLDING OPEN
AIR SECURITY GRILLE
08_4413.01
08_4413.01
08_4413.01
08_4413.01
11' - 11 7/8"29' - 8 5/8"2' - 1"
6 1/2"
B100C
B12
B12
P.9
N.5
A25
A26
A27
A28
A29
A30
A-3.41
2
D09A
S03A
B112JA
ISOLATION
B112J
B112D
A-5.53
3
A-5.16
5
SIM.
P.1
A-5.53
11
A-5.53
4
A-6.10
13
A-6.10
14
A-6.10
1510 7/8"3' - 3 1/8"11 1/2"4' - 7" 4' - 7"3' - 2"A-3.48
2
1' - 3 1/2"
A-6.03
16
18
A-6.05
11' - 8 1/4"4' - 7"4' - 7"4' - 4"2
A-3.33
A-5.67
5
+28.20 ft
+28.20 ft
A-4.1113 12
23
A-6.054' - 4"4' - 7"4' - 7"
B103A
B112A
B112B
6"
B119A
EQEQ
4
3
A-3.33
S06B
F03D
F03B
CG-02
CG-02
CG-02
CG-02
CG-02
CG-02
CG-02
CG-02
CG-02
CG-02
CG-02
CG-01
CG-01
CG-01
CG-01
CG-01CG-01
CG-02CG-02
CG-02
CG-02
CG-02CG-02
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
BL15
1' - 2"
C34
C35
C36
C37
2
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"2/13/2021 2:54:53 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-4.41
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
ENLARGED PLANS &
INT ELEVS - LOBBY,
VESTS & ADMIN - PART
B
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
1 ENLARGED FLOOR PLAN - LOBBY, VESTS & OFFICES
2 2/12/21 ADDENDUM 2
10
AF-1.20
2" RECESSED TACKABLE
DISPLAY SURFACE
2
A-3.12
ELEVATOR DOOR, SEE PLANS &
DETAILS
BL13BL13
2" RECESSED TACKABLE
DISPLAY SURFACE
2" RECESSED TACKABLE
DISPLAY SURFACE
16
A-6.03
6"3' - 6"CL
CL
EQ EQ
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
ALIGN BOTTLE FILLER WITH TOP OF TILE
TB-07 TB-07 TB-07 TB-07 TB-07
2
A-5.70
8
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
10
AF-1.20APPROXIMATE LOCATION AND EXTENTS
OF SUPER GRAPHIC WALL COVERING
B123B B123A
1
A-3.12
16
A-6.10
16
A-6.03
18
A-6.05
17
A-6.03
H.M. FRAME, PAINTED
(08_1113.13)
23
A-6.05
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
RB-03 TYP AT
HOLD OPENS
10
AF-1.20
2-
A-3.12
BL09 BL08 BL09 BL10 BL09 BL08 BL10 BL09
OPEN TO
BEYOND
OPEN TO
BEYOND
APPROXIMATE LOCATION AND EXTENTS
OF SUPER GRAPHIC WALL COVERING
B112A B103AB112BB119AB120A B102A
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
BL15
CONT. GWB REVEAL
ALIGN
8
8
7 1/2" THERMALLY
BROKEN IMPACT
RESISTANT CURTAINWALL
ASSEMBLY, REFER TO
ELEVATIONS & DETAILS
(08_4413.01)
OPEN TO CAFETORIUM BEYOND
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
10
AF-1.20
A-5.44
9
1
A-5.41
APPROXIMATE LOCATION AND EXTENTS
OF SUPER GRAPHIC WALL COVERING
2' - 4"2' - 6"5' - 6"WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
PLASTIC LAMINATE ACCENT
PORTAL, REFER TO A-5.60 FOR
DETAIL (06_4000.06)
RB-03 TYP AT HOLD OPENS
WALL TILE (SEE
FINISH SCHEDULE)
(09_0002.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
1/2" REVEAL JOINT IN GWB
(09_2900.18)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
10
AF-1.20
A-5.44
8
A-5.44
9
LOBBY
B101
2
A-5.51
APPROXIMATE LOCATION AND EXTENTS
OF SUPER GRAPHIC WALL COVERING
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
OPEN TO BEYOND
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
RB-03 TYP AT HOLD OPENS
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
10
AF-1.20
1/2" REVEAL JOINT IN GWB
(09_2900.18)
1
A-3.12
APPROXIMATE LOCATION AND EXTENTS
OF SUPER GRAPHIC WALL COVERING
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
RB-03 TYP AT
HOLD OPENS8' - 1 1/2"PORCELAIN WALL TILE
WAINSCOT, SEE MISC DETAILS
10
AF-1.20
6
A-5.53
M.5
A20
A19
A18
N.3 10"8"
EQEQ
CLEQEQ3' - 6"90 °R 6 3/4"ALIGN
ALIGN
SIDE-FOLDING OPEN AIR
SECURITY GRILLE AND
TOP-MOUNTED TRACK
(08_3516.01)
EQ
EQ EQEQCL
CL
EQ EQ3' - 6"EQEQTYPE 2.1
9' -0" AFF
TYPE 2.1
7' -6" AFF
TYPE 2.2
8' -2" AFF
ALIGN
5' - 0"
5' - 0"EQEQALIGN3' - 4 3/4"4 1/2"RC
RC
RC
RC
RC
RC
RC
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO.ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"3/2/2021 12:12:36 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-4.42
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
ENLARGED PLANS &
INT ELEVS - LOBBY,
VESTS & ADMIN - PART
B
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.26
11 INTERIOR ELEVATION - LOBBY B101 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.41
9 INTERIOR ELEVATION - LOBBY B101 (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.41
3 INTERIOR ELEVATION - LOBBY B101 (SOUTH)
1/4" = 1'-0"2
INTERIOR ELEVATION -
LOBBY B101 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.20
8 INTERIOR ELEVATION - LOBBY B101 (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.20
10 INTERIOR ELEVATION - LOBBY B101 (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.41
7 INTERIOR ELEVATION - LOBBY B101 (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.41
5 INTERIOR ELEVATION - LOBBY B101 (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.41
6 INTERIOR ELEVATION - LOBBY B101 (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.20
1 INT ELEV-B101 LOBBY (SOUTH)
2 2/12/21 ADDENDUM 2
3 2/18/21 ADDENDUM 3
8 3/1/21 ADDENDUM 8
1/4" = 1'-0"4
ENLARGED RCP -
RECEPTION DESK
BULLET PROOF SECURE
TRANSACTION WINDOW
(REFER TO SPECS)
19
A-6.04
TRANSACTION DRAWER (REFER TO SPECS)
B104A
BL066
A-5.53
B100C5
A-5.16
NORMAN THINBRICK VENEER
(04_2000.11)
PRE-CAST ARCHITECTURAL
CONCRETE (FSB) (03_4500)
7 1/2" THERMALLY
BROKEN IMPACT
RESISTANT CURTAINWALL
ASSEMBLY, REFER TO
ELEVATIONS & DETAILS
(08_4413.01)
19
A-6.04
BULLET PROOF SECURE
TRANSACTION WINDOW
(REFER TO SPECS)
TRANSACTION DRAWER
(REFER TO SPECS)
B116A
PRE-CAST ARCHITECTURAL
CONCRETE (FSB) (03_4500)
NORMAN THINBRICK VENEER
(04_2000.11)
BL06
OPEN TO
BEYOND
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
CONT. GWB REVEAL
8' - 1 1/2"8
FLUSH-MOUNTED METAL CORNER
GUARD, SEE DETAIL (10_2600.02)4"7' - 9 1/2"19
A-6.04
SECURE TRANSACTION
WINDOW
2
A-5.51
MILLWORK RECEPTION DESK
OPEN TO
BEYOND
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
CONT. GWB REVEAL FLUSH-MOUNTED METAL
CORNER GUARD, SEE DETAIL
(10_2600.02)
8
CASEWORK (SEE
CASEWORK DRAWINGS)
(12_3000)
OPEN TO OPEN
WORK BEYOND
MB-03
WALL BASE, SEE FINISH SCHEDULE
(09_6513.07)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
CONT. GWB REVEALFLUSH-MOUNTED METAL
CORNER GUARD, SEE DETAIL
(10_2600.02)
FLUSH-MOUNTED METAL
CORNER GUARD, SEE DETAIL
(10_2600.02)
8
MB-02MB-01TB-01 MB-01 TB-01
MARKER BOARD (SEE PLAN FOR
LENGTH, SEE SPEC FOR MOUNTING
REQUIREMENTS) (101100)
(10_1100.01)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
EQ2' - 0"4' - 0"6' - 0"4' - 0"2' - 0"EQ
3' - 0"4' - 0"8' - 1 1/2"CONT. GWB REVEAL
8
EQ8' - 0"EQ
3' - 0"4' - 0"MB-03
MARKER BOARD (SEE PLAN FOR
LENGTH, SEE SPEC FOR MOUNTING
REQUIREMENTS) (101100)
(10_1100.01)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
CONT. GWB REVEAL
8
1' - 0" 4' - 0" 6' - 0" 4' - 0"
MB-01 MB-02 MB-01
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)3' - 0"4' - 0"CONT. GWB REVEAL
8' - 1 1/2"8
1
A-3.33
WALL BASE, SEE FINISH SCHEDULE
(09_6513.07)
INTERIOR HOLLOW METAL
BORROWED LIGHT (PAINTED
FRAME) (08_1113.03)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
BL05 BL05
1
A-3.33
3' - 4"OPEN TO
BEYOND
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
CONT. GWB REVEAL
8' - 1 1/2"FLUSH-MOUNTED METAL
CORNER GUARD, SEE DETAIL
(10_2600.02)
8
8
EQ 6' - 0"3' - 8"2' - 6"TB-04
1
A-3.33
BL07 BL07 BL07 BL07OPEN TO
BEYOND
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)8' - 1 1/2"CONT. GWB REVEAL
88
3' - 0" 4' - 0"
MB-01
4' - 0"3' - 0"CONT. GWB REVEAL
8' - 1 1/2"8
7 1/2" THERMALLY
BROKEN IMPACT
RESISTANT CURTAINWALL
ASSEMBLY, REFER TO
ELEVATIONS & DETAILS
(08_4413.01)1' - 10"8' - 2"10' - 0"5
A-5.16
TB-02
4' - 0"3' - 0"4' - 0"4' - 0"8' - 1 1/2"CONT. GWB REVEAL
8
4' - 0" 1' - 0"
MB-01
3' - 0"4' - 0"8' - 1 1/2"CONT. GWB REVEAL
8
8
4' - 0" 5' - 6"
MB-01
4' - 0"3' - 0"WALL BASE, SEE
FINISH SCHEDULE
(09_6513.07)
GYPSUM WALL
BOARD, PAINTED
(09_2900.01)
MARKER BOARD (SEE PLAN FOR
LENGTH, SEE SPEC FOR MOUNTING
REQUIREMENTS) (101100)
(10_1100.01)CONT. GWB REVEAL
8
2' - 0"1' - 0"
TB-01
3' - 0"4' - 0"3
A-5.53
8' - 1 1/2"8
1' - 6" 6' - 0"4' - 6"2' - 6"TB-04
CONT. GWB REVEAL
8
MB-01
1' - 0"4' - 0"3' - 0"4' - 0"WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
MARKER BOARD (SEE
PLAN FOR LENGTH, SEE
SPEC FOR MOUNTING
REQUIREMENTS) (101100)
(10_1100.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
CONT. GWB REVEAL
8
6"2' - 0"4' - 0"3' - 0"TB-01
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)8' - 1 1/2"CONT. GWB REVEAL
8
MB-02 TB-01
2' - 0"6' - 0"4' - 0"4' - 0"3' - 0"WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
MARKER BOARD (SEE
PLAN FOR LENGTH, SEE
SPEC FOR MOUNTING
REQUIREMENTS) (101100)
(10_1100.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)8' - 1 1/2"CONT. GWB REVEAL
8
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
2
A-5.51
SEMI-RECESSED FIRE
EXTINGUISHER CABINET
(10_4413.02)
SEMI-RECESSED FIRE
EXTINGUISHER CABINET
(10_4413.02)
CONT. GWB REVEAL
8' - 1 1/2"8
CASEWORK (SEE
CASEWORK DRAWINGS)
(12_3000)
REFRIGERATOR/FREEZER
WITH ICE MAKER (113013)
(11_3013.04)
CASEWORK (SEE
CASEWORK DRAWINGS)
(12_3000)
OPEN TO PRINCIPAL WAITINGOPEN TO PRINCIPAL WAITING
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
WALL BASE, SEE FINISH SCHEDULE
(09_6513.07)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
CONT. GWB REVEAL
8
6
A-5.16
16
A-6.10
PRE-CAST ARCHITECTURAL
CONCRETE (FSB) (03_4500)
NORMAN THINBRICK VENEER
(04_2000.11)
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"3/1/2021 10:06:46 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-4.43
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
ENLARGED PLANS &
INT ELEVS - LOBBY,
VESTS & ADMIN - PART
B
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"24
INTERIOR ELEVATION -
VESTIBULE B100 (EAST)
1/4" = 1'-0"26
INTERIOR ELEVATION -
VESTIBULE B100 (WEST)
1/4" = 1'-0"28
INTERIOR ELEVATION -
VESTIBULE B121 (SOUTH)
1/4" = 1'-0"29
INTERIOR ELEVATION -
VESTIBULE B121 (WEST)
1/4" = 1'-0"16
INTERIOR ELEVATION -
OFFICE 102 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.41
17 INTERIOR ELEVATION - OFFICE B102 (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.41
19 INTERIOR ELEVATION - OFFICE B102 (EAST)
1/4" = 1'-0"3
INTERIOR ELEVATION -
CONF B103 (EAST)
1/4" = 1'-0"4
INTERIOR ELEVATION -
CONF B103 (SOUTH)
1/4" = 1'-0"5
INTERIOR ELEVATION -
CONF B103 (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.41
13 INTERIOR ELEVATION - NURSE B112 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.41
15 INTERIOR ELEVATION - NURSE B112 (SOUTH)
1/4" = 1'-0"14
INTERIOR ELEVATION -
NURSE B112 (WEST)
1/4" = 1'-0"9
INTERIOR ELEVATION - RESTING B112D
& B112E (NORTH)
1/4" = 1'-0"6
INTERIOR ELEVATION -
RESTING B112D & B112E
(WEST)
1 INTERIOR PERSEPECTIVE - LOBBY2INTERIOR PERSEPECTIVE - LOBBY
1/4" = 1'-0"25
INTERIOR ELEVATION -
VESTIBULE B100 (SOUTH)
1/4" = 1'-0"10
INTERIOR ELEVATION -
PRINCIPAL B105 (EAST)
1/4" = 1'-0"11
INTERIOR ELEVATION -
PRINCIPAL B105 (NORTH)
1/4" = 1'-0"12
INTERIOR ELEVATION -
PRINCIPAL B105 (WEST)
1/4" = 1'-0"7
INTERIOR ELEVATION -
COPY RM. B106 (EAST)
1/4" = 1'-0"8
INTERIOR ELEVATION -
COPY RM. B106 (NORTH)
1/4" = 1'-0"21
INTERIOR ELEVATION -
NURSE B112B (WEST)
1/4" = 1'-0"22
INTERIOR ELEVATION -
PSYCH B107 (SOUTH)
1/4" = 1'-0"23
INTERIOR ELEVATION -
PSYCH B107 (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.20
18 INTERIOR ELEVATION - OPEN WORK B104A (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.11
20 INTERIOR ELEVATION - OPEN WORK B104A (NORTH)
1/4" = 1'-0"27
INTERIOR ELEVATION -
VESTIBULE B121 (EAST)
2 2/12/21 ADDENDUM 2
8 3/1/21 ADDENDUM 8
DN
UP
K K
N
B14
B14
B20 B24
B24
B17 B22
B22
A17
M.5
B18
1
A-3.41
1
A-3.42
A-4.47 10
A-4.42
3
B21
P.7
N.4
N.9
P
A22
L L
B19
A-4.46
6
MEDIA CENTER
B203
INNOVATION / MEDIA LAB
B205
RECORDING
B205B
RECORDING
B205A
MEDIA WORK
B204
B205A
B204A
B203B
B205AA
B205BA
A-4.47
5
7
S08A
S06A
S08A
S08B
EWA-1
R06B
R06B
EWA-1
S06B
S06A
BL04
A-4.47 8
A-4.4711
C5
C4
C3
C2
A-4.465
A-5.65
11
A-5.65
1
A-5.65
5
A-4.46
1
A-3.33
A-5.17
6
A-5.16
7
2
A-3.24
A-5.16
8
18
5
A-3.41
A-5.63
1
A-5.64
1
A-5.64
3
A-5.64
5
8 4
TB-01
TB-01 MB-01
MB-02
MB-02
TB-01
A-4.47
14
A-4.47 23
15
22
A-4.47
13
12
B205AA
MB-02
TB-01
MB-01
19
20
17
A-5.65
9
A-5.65
9
SIM.
A-5.67
11
A-4.46
7
9
CORRIDOR
B200A
GUID
B224
GUID
B223
GUID WAIT RM
B221
GUID STOR
B222
MDF
B220
MECHANICAL
B219 IT EQUIPMENT
B218
IT DIRECTOR
B217
IT TECH WORK
B216
IT SECRETARY
B216A
CORRIDOR
B200B
LOBBY
B200
IEP LRG CONF
B207
COMPUTER LAB
B206
CUST STOR
B202
FLEXIBLE LEARNING
B200C
IEP SM CONF
B201
STAIR B1
ST-B1
MB-02
MB-02
MB-01
MB-03
MB-03
TB-01 TB-01 MB-02
TB-04
MB-01
TB-03
TB-04
MB-02
MB-02
MB-03
MB-03MB-02
A-4.46 10
11
A-4.46 2224 A-4.4622 24
SIM./OPP.SIM./OPP.
B201A
ST-B1B
B203A
B202A
B200A
ST-B1C
B224A B223A
B222AB221A
B220A
B219B
B219A
B218A B216A B214A
B213A
B212A
B200B
12' - 2 5/8"29' - 8"B200AA
B200BA
MB-02
MB-03
TB-02R 3' - 0
"
R 3' - 1 1/4"
B206A
B207A
1' - 5 1/4"
B12
B12
N.5
A26
A30
4" CONC. PADS FOR
HVAC EQUIPMENT
4" CONC. PADS FOR
HVAC EQUIPMENT
3' - 0"3' - 0"3' - 0"7' - 11 1/4"3' - 11"2' - 0"3' - 11"2' - 0"3' - 11"1' - 10 1/2"4' - 6"4' - 0 1/2"4' - 0"1' - 5"4' - 0"
1' - 7 1/2"
2' - 6"
2 3/4"3' - 11" 3' - 5 1/4"
2 3/4"
2' - 10 3/4"
2' - 9"3' - 0"3' - 0"
S06B
S06B
S08B
S03A
S08B14' - 4 1/4"± 23' - 0 1/4"4"27' - 6"11' - 3 3/4"
20' - 6"7' - 5 1/2"4"± 11' - 0"9' - 6"11' - 8"23' - 9"
13' - 11 3/4"13' - 11 3/4"4' - 3 1/4"S03B-2
S03A
13' - 9 3/4"18' - 9 1/4"
S06B-2
S06B
S06B
S06B
S06B
S06B-2
EQ EQ
S08B-2
S03B
S03B
A-3.41
3
A-3.42
3
S06B
S08B
F03D 9' - 6"16' - 6 1/8"3' - 4 1/2"
19' - 7 3/8"
S06B
F03D
1' - 8 1/4"16' - 7 3/8"15' - 8 7/8"OPEN TO LOBBY
BELOW
N.6
A-4.476
BL08
BL09
BL10
BL09
BL08
BL10
BL09
BL09
BL14
BL12
BL11
BL03
A-5.53
9
SIM.
A-5.53
9
A-5.53
9
A-5.54
2
A-5.54
3
A-5.16
8 SIM./OPP.CAF STORAGEA1158" CONC. PADS FOR
HVAC EQUIPMENT
8" CONC. PADS FOR
HVAC EQUIPMENT
2' - 6"1' - 8"A-5.54
8
A-5.54
7
A-5.54
1
A-5.54
6
A-5.54
5
A-5.17
1
S08B-1
S06B
F06B
A-5.54
4
MB-01
A-3.51
15
15
A-6.04
13
A-6.04
2
A-3.33 24
A-6.05
10_4413.06
10_4413
10_4413
CL
4' - 7"4' - 7"
4' - 7" 4' - 7"
10_4413.06
1
A-3.34
S03B-2
S06B
S06B-2S06B-2
S06B-2
S06B
4' - 3"
A-4.46
2
A-4.463 1
21
20
A-4.47
16
18
1917
A-4.46
12
14
1513
21
23
A-4.47
9
A-4.46 25
A-4.46
28
26
F03B
F02B
A-4.46
16
S08A
R06B
S08A
R06B
23
21
SIM./OPP.
SIM./OPP.
27
2
A-3.34
3
A-3.33
4
A-3.33
CG-02
CG-02
CG-02CG-02
CG-02
CG-02CG-02
CG-01
CG-01
CG-01
BL16
15
A-5.67
3' - 3"CG-02CG-02
SIM
5 | A-2.22
6 | A-2.23
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"3/1/2021 10:07:25 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-4.44
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
ENLARGED PLANS &
INT ELEVS - MEDIA
CENTER & LOBBY -
PART B
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12B
1 ENLARGED FLOOR PLAN - MEDIA CENTER B203
2 2/12/21 ADDENDUM 2
8 3/1/21 ADDENDUM 8
TVEAN
AN
AN
AN
AN
AN
AN
AN
AN
TVETVETVE
TVETVEK K
N
B14
B14
B20 B24
B24
B17
A17
M.5
B18
B21
B21
P.7
M
N.4
N.9
P
A22
L L
B19
13
A-5.41
L.5
EQ
34' - 0"
EQ
9"8' - 0"9"8' - 0"9"8' - 0"9"8' - 0"29' - 0"
34' - 0"
1' - 0"
1' - 0"8' - 0"9"8' - 0"9"8' - 0"9"8' - 0"9"6' - 0"
2' - 6"6' - 0"6' - 0"6' - 0"6' - 0"EQ EQ
TYPE 1.1
10' -5" AFF
B206
TYPE 1.1
10' -0" AFF
B204
TYPE 1.1
9' -0" AFF
B205B
TYPE 1.1
9' -0" AFF
B205A
TYPE 1.4
8' -6" AFF
TYPE 3.3
9' - 6" AFF
TYPE 3.1
10' - 0" AFF
TYPE 1.1
9' -0" AFF
B205
EXPOSED
TYPE 4.3
B203
TYPE 1.4
11' -0" AFF
TYPE 1.4
12' -10" AFF
TYPE 1.4
14' -8" AFF
TYPE 1.4
16' -6" AFF
TYPE 1.4
12' -10" AFF
TYPE 1.4
14' -8" AFF
TYPE 1.4
16' -6" AFF
TYPE 1.4
8' -6" AFF
EXPOSED
TYPE 4.3
B203
EXPOSED
TYPE 4.3
B203
WOOD PORTAL, SEE
MILLWORK DWGS
23_8235.01
TYPE 1.1
9' -0" AFF
B201
TYPE 2.2
9' -0" AFF
TYPE 3.2
9' - 6" AFF
EXPOSED
TYPE 4.3
B203
SKYLIGHT
SKYLIGHT
SKYLIGHT
SKYLIGHT
SKYLIGHT
SKYLIGHT
SKYLIGHT
SKYLIGHT
1' - 2"
18' - 0"1' - 0"12' - 0"1' - 0"
2' - 6"6' - 6"6' - 6"2' - 6"4' - 0"2' - 6"7' - 0"2' - 6"
18' - 0"1' - 0"18' - 0"1' - 0"12' - 0"
TYPE 1.1
10' -0" AFF
B207
TYPE 3.2
9' - 6" AFF
TYPE 1.4
15' -6" AFF
B200
23_8235.01
TYPE 1.4
8' -6" AFF
B12
B12
N.5
N.5
A26
TYP
1' - 0"
6' - 0"
7' - 4"
7' - 4"
7' - 4"
1' - 0"
33' - 0"TYP1' - 0"6' - 0"
7' - 0"
7' - 0"
7' - 0"
6' - 0"ALIGNALIGNTYPE 1.4
11' -0" AFF
1' - 0"
31' - 0"
6' - 0"
9' - 6"
9' - 6"
6' - 0"
CL
CL
CL
CL
6' - 0"
8' - 6"
8' - 6"
6' - 0"
1' - 0"
9
A-5.41
TYP
9
A-5.41
TYP TYP1' - 0"TYP1' - 0"EQEQ6' - 0"
7' - 4"
7' - 4"
7' - 4"
6' - 0"
11
A-5.44
9
A-5.41 TYP
N.6
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQEQEQ4' - 0"EQ
2' - 6"6' - 6"6' - 6"2' - 6"4' - 0"EQEQTYPE 1.4
9' -4" AFF
TYPE 1.4
9' -4" AFFEQEQ2' - 0"2' - 0"TYPE 1.4
9' -4" AFF
2' - 6"6' - 6"6' - 6"2' - 6"4' - 0"EQEQ2' - 6"7' - 0"2' - 6"EQEQ4' - 0"TYPE 1.4
9' -4" AFF
TYPE 1.4
9' -4" AFF
TYPE 2.1
9' -0" AFF
TYPE 2.1
9' -0" AFF
TYPE 2.1
9' -0" AFF
TYPE 2.2
9' -0" AFF
TYPE 1.1
9' -0" AFF
B220 ALIGNTYPE 1.1
9' -0" AFF
B221
TYPE 1.1
9' -0" AFF
B224
TYPE 2.2
11' -0" AFF
TYPE 1.1
9' -0" AFF
B223
TYPE 2.2
11' -0" AFF
EXPOSED
TYPE 4.1
B216
TYPE 1.1
9' -0" AFF
B218
TYPE 1.1
9' -0" AFF
B217
TYPE 2.2
11' -0" AFF
TYPE 1.1
9' -0" AFF
B216
TYPE 2.2
11' -0" AFF
5' - 9 7/8"
9' - 0"
6' - 0"8' - 0"6' - 0"
TYPE 1.1
9' -0" AFF
B222
ALIGN
TYPE 1.1
9' -0" AFF
16
A-5.41 20' - 0" (10) FULL TILES3' - 2 1/4"7
A-5.41
3
A-5.41
TYPE 2.2
9' -0" AFF
EQ9' - 4" TYP7' - 6"
EXPOSED
TYPE 4.2
A116
2' - 6"
TYP
3' - 6"
10' - 6"
6' - 4 1/2"
9' - 4 1/2"9' - 4" TYP.5' - 9 1/2"
5' - 11"
8' - 7 3/4"
3' - 6"
17' - 10"
3' - 0"
12' - 0"
7
A-5.41
3
A-5.41
7
A-5.41
3
A-5.41
7
A-5.41
3
A-5.41
EQ
ALIGN
EXPOSED
TYPE 4.1
B202
23_8235.0123_8235.0123_8235.0123_8235.01
MATCHLI
NE
-PART BMATCHLI
NE
-PART AMATCHLINE - PART BMATCHLINE - PART A
LPD5EQ
EQ4' - 3"
LPD1
LPD1
8
A-5.31
TYP
1' - 7"2' - 9"2' - 9"26' - 6"
FELT RIVER #5
SEE DWG A-5.44 FOR
MORE INFO
FELT RIVER #6
SEE DWG A-5.44 FOR
MORE INFO
RC RC
RC
PC
RC
RC
RC
RC
RC RC
RC
RC
RC
RC
LP12
PC
LP4
PC
PC
LP4
PC
PC
PC
PC
PC
3' - 8"
10' - 0"
2' - 4"
6' - 0"
LR4 LR4
LR4 LR4
LR4
LR24
LR4LR4
LR24
LS8 LS8
LS8
LS8
RC
LR24LR24
LP6
LPD1
LPD1
LPD1
LPD1
LPD1
LPD1
LPD1
LPD1
LPD1
LPD1
LR4
LR4
LR4
LR4
LR4
PC
LP4
LP4
LP4
LP4
LP4
4' - 8"
6' - 6 3/4"
5' - 9 1/4"
1' - 6 7/8"
5' - 10 1/4"
2' - 9"
1' - 11"
TYPE 3.2
9' - 6" AFF
12
A-5.41
1' - 2"1' - 2"TYPE 3.2
9' - 6" AFF
LP4
LP4
RC
PC
PC
RC RC RC RC RC RC RC RC RC RC RC PC
PC
PC
PC
LR24 LR4LR4
LR4 LR4
LR4
LR4
LR4
LR4
7
A-5.41
LR4LR4 LR4
LR24
LR24
LR24
PC
PC
PC
PC
PC
RC
15' - 9"
2' - 0"
8' - 2"
13' - 0"
4' - 0"
2' - 0"
3' - 6"
6' - 7 1/2"
2' - 4"
2' - 8"
PC
PC
PC
PC
PCLPD5
PC
PC
PC
4' - 6"
2' - 0"
PC
LP6
PC
LP6
2' - 10"
7' - 6"
PC
23
A-5.41
23
A-5.41
23
A-5.41EQEQEQEQEQEQ4' - 0"EQEQEQEQEQEQ4' - 0"EQEQEQEQEQEQ4' - 0"EQEQEQEQEQEQEQEQEQEQEQEQ4' - 0"4' - 0"EQEQEQEQEQEQ4' - 0"EQ
EQ
3
TYPE 3.1
10' - 0" AFF
3
3
3
3
11
A-5.44
12
A-5.44
3
3
3
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"2/19/2021 11:02:20 AMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-4.45
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
ENLARGED PLANS &
INT ELEVS - MEDIA
CENTER & LOBBY -
PART B
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
2 2/12/21 ADDENDUM 2
3 2/18/21 ADDENDUM 3
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.22B
1 ENLARGED RCP - MEDIA CENTER B203
REFER TO SHEET
A-3.51 FOR DETAILS
B218A B216A B214A B213A B212A
2
A-3.12
2
A-5.51
TYP
CEILINGS AS SCHEDULED, TYP
8
A-5.54
14
A-6.04
FULLY RECESSED FIRE
EXTINGUISHER CABINET
(10_4413.06)
IN-WALL BOTTLE FILLING STATION
(SEE PLUMBING DRAWINGS AND
A-5.80 FOR TYPICAL MOUNTING
HEIGHTS) (22_0000.01)3' - 6"6"
CL
CL
EQ EQ
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
CUSTOM SEMI-RECESSED DISPLAY
CASE (10_1200.01)
ALIGN BOTTLE FILLER WITH TOP OF TILE8' - 1 1/2"CONT. GWB REVEAL
8
LINEAR WOOD WALL
SYSTEM SEE FINISH LEGEND
10
AF-1.20
BL03
BL11
APPROXIMATE LOCATION AND EXTENTS
OF SUPER GRAPHIC WALL COVERING
MILLWORK PLATFORM
15
A-6.04
13
A-6.04
14
A-6.04
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)RB-03 TYP AT HOLD OPENS
?
?
RB-03
3
A-3.01
1' - 11 23/32" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0"
10
AF-1.20
BL14
10
AF-1.20
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
H.M. FRAME, PAINTED
(08_1113.13)
3
A-3.33
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
CUSTOM SEMI-RECESSED DISPLAY
CASE (10_1200.01)
SOLID-WOOD, GRILLE
PANEL WALL
(09_5426.13.04)
RB-03
RB-03 TYP AT HOLD OPENS
MILLWORK PLATFORM
B206AB207A
SOLID-WOOD, GRILLE
PANEL WALL
(09_5426.13.04)
WALL BASE, SEE FINISH SCHEDULE
(09_6513.07)
CUSTOM PRINTED HIGH PRESSURE
LAMINATE SUPERGRAPHIC PANEL
(10_1423.03)
3
A-3.01
10
AF-1.20
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
FULLY RECESSED FIRE
EXTINGUISHER CABINET
(10_4413.06)
SOLID SURFACE PORTAL
SURROUND; REFER TO FINISH
LEGEND (06_4000.05)
OPEN TO BEYOND
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
RB-03 TYP AT HOLD OPENS
BL16 B203AB221A 10' - 0"8
CONT. GWB REVEAL
8' - 1 1/2"8
SSM-10
10
AF-1.20
10
AF-1.20
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
OPEN TO BEYOND
SOLID SURFACE PORTAL
SURROUND; REFER TO FINISH
LEGEND (06_4000.05)
CONT. GWB REVEAL
8' - 1 1/2"8
1' - 1" 6' - 0"
MB-024' - 0"3' - 0"LINEAR WOOD WALL SYSTEM
SEE FINISH LEGEND
MARKER BOARD (SEE PLAN FOR
LENGTH, SEE SPEC FOR MOUNTING
REQUIREMENTS) (101100)
(10_1100.01)
RB-03
WALL ANGLED IN VIEW
WALL BASE, SEE FINISH SCHEDULE
(09_6513.07)CUSTOM PRINTED HIGH PRESSURE
LAMINATE SUPERGRAPHIC PANEL
(10_1423.03)4' - 0"3' - 0"MB-01
4' - 0"1' - 0"
B201A
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
MARKER BOARD (SEE
PLAN FOR LENGTH, SEE
SPEC FOR MOUNTING
REQUIREMENTS) (101100)
(10_1100.01)
CONT. GWB REVEAL
8' - 1 1/2"8 EQ 8' - 0" EQ
MB-03 4' - 0"3' - 0"WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
CONT. GWB REVEAL
8
BL12
EQ 4' - 0" EQ
MB-01
4' - 0"3' - 0"3
A-3.33
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
MARKER BOARD (SEE
PLAN FOR LENGTH, SEE
SPEC FOR MOUNTING
REQUIREMENTS) (101100)
(10_1100.01)
CONT. GWB REVEAL
8
8
MB-02
4' - 0"3' - 0"1' - 0"6' - 0"
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
MARKER BOARD (SEE
PLAN FOR LENGTH, SEE
SPEC FOR MOUNTING
REQUIREMENTS) (101100)
(10_1100.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)8' - 1 1/2"CONT. GWB REVEAL
8
MB-01 TB-02
3' - 0"4' - 0"4' - 0"3' - 0"4' - 0"WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
TACKBOARD (SEE PLAN
FOR LENGTH, SEE SPEC
FOR BLOCKING
REQUIREMENTS) (101100)
(10_1100.02)
CONT. GWB REVEAL
8
TB-02
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
TACKBOARD (SEE PLAN
FOR LENGTH, SEE SPEC
FOR BLOCKING
REQUIREMENTS) (101100)
(10_1100.02)8' - 1 1/2"CONT. GWB REVEAL8
12
A-5.41
2
A-3.12
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)B224A
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
CONT. GWB REVEAL
8
B207A
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
CONT. GWB REVEAL
8 8
MB-02
BL11
MARKER BOARD (SEE
PLAN FOR LENGTH, SEE
SPEC FOR MOUNTING
REQUIREMENTS) (101100)
(10_1100.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
CONT. GWB REVEAL 88
MB-03
EQ8' - 0"EQ
3' - 0"4' - 0"WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
8
MB-02 MB-03 MB-02
EQ6' - 0"8' - 0"6' - 0"EQ
3' - 0"4' - 0"MARKER BOARD (SEE
PLAN FOR LENGTH, SEE
SPEC FOR MOUNTING
REQUIREMENTS) (101100)
(10_1100.01)
CONT. GWB REVEAL
8
TB-01TB-01
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
TACKBOARD (SEE PLAN
FOR LENGTH, SEE SPEC
FOR BLOCKING
REQUIREMENTS) (101100)
(10_1100.02)
8
TB-03MB-01
TB-04TB-04
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
MARKER BOARD (SEE PLAN FOR
LENGTH, SEE SPEC FOR MOUNTING
REQUIREMENTS) (101100)
(10_1100.01)
TACKBOARD (SEE PLAN
FOR LENGTH, SEE SPEC
FOR BLOCKING
REQUIREMENTS) (101100)
(10_1100.02)8' - 1 1/2"CONT. GWB REVEAL
8
2
A-3.12
MB-02
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
CONT. GWB REVEAL88
8
B218B B217A
TB-04
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
CONT. GWB REVEAL 888
6' - 0" 6"6" 8' - 0" 4' - 0"
MB-02
MB-03
TB-02
3' - 0"4' - 0"B206A
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
MARKER BOARD (SEE PLAN FOR
LENGTH, SEE SPEC FOR MOUNTING
REQUIREMENTS) (101100)
(10_1100.01)
CONT. GWB REVEAL
8
8
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"3/1/2021 10:08:39 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-4.46
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
ENLARGED PLANS &
INT ELEVS - MEDIA
CENTER & LOBBY -
PART B
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
6 INT ELEV-B200 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 22/ A-4.11
4 INT ELEV-B200 (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
8 INT ELEV-B200 (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
11 INT ELEV-B200 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
10 INT ELEV-B200A (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
5 INT ELEV-B200B (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
7 INT ELEV-B200C (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
9 INT ELEV-B200C (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
20 INT ELEV-B201 (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
17 INT ELEV-B201 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
18 INT ELEV-B201 (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
19 INT ELEV-B201 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
22 INT ELEV-B224 (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
24 INT ELEV-B224 (WEST)
2 2/12/21 ADDENDUM 2
3 2/18/21 ADDENDUM 3
8 3/1/21 ADDENDUM 8
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12A
2 INT ELEV-B101 RAILING (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12B
1 INT ELEV-B101 RAILING (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12A
3 INT ELEV-B101 RAILING (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
23 INT ELEV-B224 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
21 INT ELEV-B224 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
12 INT ELEV-B207 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
13 INT ELEV-B207 (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
14 INT ELEV-B207 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
15 INT ELEV-B207 (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
28 INT ELEV-B217 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
25 INT ELEV-B216A (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 22/ A-4.11
26 INT ELEV-B216A (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
27 INT ELEV-B216A (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
16 INT ELEV-B206 (NORTH)
88
SSM-10 8
7
A-5.44 13
A-5.41
2-
A-3.12
1
A-3.33
EQ 6' - 0" EQ EQ 6' - 0" EQ
MB-02 MB-02
3' - 0"4' - 0"BL09BL08BL09BL08BL10BL09
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
1
A-3.23
2-
A-3.12
3
A-3.23
12' - 0"2
A-3.341' - 6"6' - 1"9' - 3"P-07
P-06
P-07
P-06
1
A-3.34
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
CUSTOM PRINTED HIGH
PRESSURE LAMINATE
SUPERGRAPHIC PANEL
(10_1423.03)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
CUSTOM PRINTED HIGH PRESSURE
LAMINATE SUPERGRAPHIC PANEL
(10_1423.03)
CUSTOM PRINTED HIGH PRESSURE
LAMINATE SUPERGRAPHIC PANEL
(10_1423.03)
CUSTOM PRINTED HIGH PRESSURE
LAMINATE SUPERGRAPHIC PANEL
(10_1423.03)
OPEN TO BEYOND R 2' - 0
"R 1' - 0"1
A-3.34
CUSTOM PRINTED HIGH
PRESSURE LAMINATE
SUPERGRAPHIC PANEL
(10_1423.03)
CUSTOM PRINTED HIGH
PRESSURE LAMINATE
SUPERGRAPHIC PANEL
(10_1423.03)
CUSTOM PRINTED HIGH
PRESSURE LAMINATE
SUPERGRAPHIC PANEL
(10_1423.03)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
CUSTOM PRINTED HIGH PRESSURE
LAMINATE SUPERGRAPHIC PANEL
(10_1423.03)
OPEN TO BEYOND
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
B203A BL16
2
TB-01
BL10BL09
WALL BASE, SEE FINISH SCHEDULE
(09_6513.07)
TACKBOARD (SEE PLAN FOR
LENGTH, SEE SPEC FOR BLOCKING
REQUIREMENTS) (101100)
(10_1100.02)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
1
A-3.33
TB-01TB-01MB-01
4' - 0"3' - 0"4' - 0"2' - 0"1' - 0"1' - 0"2' - 0"4' - 0"
MB-01
WALL BASE, SEE FINISH SCHEDULE
(09_6513.07)
4' - 0" 6" 3' - 0" 1' - 3"1' - 3" 3' - 0" 6" 4' - 0"
MB-01 MB-01
4' - 0"3' - 0"AP-02AP-02
B205A
2
A-3.34
MB-07
2' - 0"4' - 0"4' - 0"4' - 0"4' - 0"
MB-07MB-07 MB-07B205AA
4"7' - 10"TB-01MB-01
4' - 0"3' - 0"4' - 0"3' - 6"
1
A-3.34
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
MARKER BOARD (SEE
PLAN FOR LENGTH, SEE
SPEC FOR MOUNTING
REQUIREMENTS) (101100)
(10_1100.01)
TACKBOARD (SEE PLAN
FOR LENGTH, SEE SPEC
FOR BLOCKING
REQUIREMENTS) (101100)
(10_1100.02)EQ6' - 0"EQ
MB-02
4' - 0"3' - 0"2
A-3.34
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
MARKER BOARD (SEE
PLAN FOR LENGTH, SEE
SPEC FOR MOUNTING
REQUIREMENTS) (101100)
(10_1100.01)
1
A-3.34
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
2
A-3.34
AP-02AP-02AP-02AP-02
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
1
A-3.34
6"8' - 0"EQEQ
EQEQ
2' - 10"BL04
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
3
A-3.23
AP-02AP-02AP-02AP-02
1
A-3.34
EQ 3' - 0" 6" 3' - 0" 6" 3' - 0" EQ
4' - 0"3' - 0"AP-02AP-02AP-02
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"2/13/2021 3:00:07 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-4.47
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
ENLARGED PLANS &
INT ELEVS - MEDIA
CENTER - PART B
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12A
5 INT ELEV-B203 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12A
7 INTERIOR ELEVATION - MEDIA CENTER B203 (SOUTH AT DESK)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
8 INTERIOR ELEVATION - MEDIA CENTER B203 (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
11 INTERIOR ELEVATION - MEDIA CENTER B203 (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
10 INTERIOR ELEVATION - MEDIA CENTER B203 (EAST)
1 INTERIOR PERSEPECTIVE - MEDIA B2034INTERIOR PERSEPECTIVE - MEDIA B203 3 INTERIOR PERSEPECTIVE - MEDIA B203 2 INTERIOR PERSEPECTIVE - MEDIA B203
2 2/12/21 ADDENDUM 2
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
6 INT ELEV-B203 MEDIA (WEST1)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
12 INT ELEV-B204 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
13 INT ELEV-B204 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
14 INT ELEV-B205 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
15 INT ELEV-B205 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
23 INT ELEV-B205A (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
22 INT ELEV-B205A (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
21 INT ELEV-B205A (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
20 INT ELEV-B205A (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
16 INT ELEV-B205B (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
19 INT ELEV-B205B (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
18 INT ELEV-B205B (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
17 INT ELEV-B205B (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
9 INT ELEV-B203 MEDIA (SOUTH2)
K
N
B24 B32
5
A-3.25
B25 B28 B29
M
N.7
L
K.8
A-4.50 1
2
GYMNASIUM
B123
A-4.511
2
B123A
B124A B125AB125B
EXT27
EXT26
B127A
B132A
G12A
G12B-2
EWA-4A
G12A
J.7
B33
4
A-3.24 4
A-3.25A-5.53
12
A-6.03
19 SIM.
A-5.15
1
A-5.15
7
A-5.15
6
A-5.15
4
B123B
B125C
SIDE VOLLEYBALL COURT
SIDE VOLLEYBALL COURT
MAIN BASKETBALL COURT
MAIN VOLLEYBALL COURT11_6623.07
11_6623.07
11_6623.07
11_6623.07
11_6623.07 11_6623.07
G12-2
M08-2
G12A-2
G06
G12A
G12-2
Z01A
G06 G06
G06
G12B-2
G12A-2
G12A
B122A
B131B B128B
11
A-5.70
12_6600 4' - 6 1/2"31' - 9 1/2"2' - 3 1/4"27' - 3"4' - 6 1/2"12_6600
C6B
C6C
C8B
36' - 1"10' - 3"36' - 1"24' - 11"46' - 1 7/8"
8' - 4"
P.3
M.3
L.6
B30
K.1
50' - 0"3' - 11 15/32"5' - 0 17/32"40' - 0"9' - 5"54' - 5 17/32"09_6466.03
09_6466.02
11_6626.05
11_6626.01
11_6626.06
36' - 2"
11_6653.01
11_6653.01
11
A-5.70
11
A-5.70
A-5.70
9
A-5.70
9
A-5.70
9
A-5.70
9
A-5.70
9CENTERLINE OF COURT66' - 1 1/2"2"2"0"
A-5.70
9
11_6626.07
11_6626.09
A-5.53
1
P.1
P.2
3' - 7 5/8" 4" 16' - 5 1/2"16' - 5 1/2" 4" 3' - 7 5/8"
100' - 6 3/4"
A-5.15
4
SIM./OPP.
A-6.03
16
18
A-6.05
+28.20 ft
+28.20 ft
23
A-6.05
GYM LOCKERS 4-5
B126
25
A-6.05
5' - 4"
11 13/128"
B126A
B131AA B129A B128AA
09_6466.02
SIDE BADMINTON COURT
SIDE BADMINTON COURT2"29' - 6"2"1' - 6"17' - 0"1' - 6"2' - 6"13' - 0"13' - 0"13' - 0"2' - 6"2" TYP.
A-5.53
2
A-5.53
2
TELESCOPING STANDS (12_6600)
STALL BARS (11_6626.09)
11_6626.01
11_6623.08
11_6653.01
11_6653.01
11_6623.08
09_6466.1209_6466.12
A-5.53
2
SIM.
09_6466.04
ALIGN
2
A-5.53
9
2
A-5.53
9
2
A-5.53
9
2
SIM.
11_6626.0211_6626.02
2
11_6626.08
2
2
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"2/13/2021 3:01:06 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-4.48
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
ENLARGED PLANS &
INT ELEVS - GYM -
PART B
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
3 ENLARGED FLOOR PLAN - GYM B123
2 INTERIOR PERSEPECTIVE - GYM
1 INTERIOR PERSEPECTIVE - GYM
2 2/12/21 ADDENDUM 2
2
N
B24 B25 B28 B29
M
N.7
L
K.8
J.7
B33
11
A-5.70
RETRACTABLE, MOTORIZED
BASKETBALL BACKBOARD AND
GOAL (116623)
ELECTRIC TOP-ROLL GYM DIVIDER
SYSTEM (SEE STRUCTURAL AND
ELECTRICAL DRAWINGS) (116653)
INTERIOR SCOREBOARDS
CL
54' - 4 3/4"46' - 2"
RETRACTABLE, MOTORIZED
BASKETBALL BACKBOARD AND
GOAL (116623)
RETRACTABLE, MOTORIZED
BASKETBALL BACKBOARD AND
GOAL (116623)
RETRACTABLE, MOTORIZED
BASKETBALL BACKBOARD AND
GOAL (116623)
RETRACTABLE, MOTORIZED
BASKETBALL BACKBOARD AND
GOAL (116623)
RETRACTABLE, MOTORIZED
BASKETBALL BACKBOARD AND
GOAL (116623)
M.3
L.6
B30
K.1
11
A-5.70
11
A-5.70
ELECTRIC TOP-ROLL GYM DIVIDER
SYSTEM (SEE STRUCTURAL AND
ELECTRICAL DRAWINGS) (116653)
ELECTRIC TOP-ROLL GYM DIVIDER
SYSTEM (SEE STRUCTURAL AND
ELECTRICAL DRAWINGS) (116653)
LED SCOREBOARD W WIRELESS
CONTROLS (FASTEN TO CMU &
REFER ELECTRICAL DRAWINGS)EQ12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"EQEQ 16' - 0"16' - 0"18' - 0"16' - 0"16' - 0"EQ
EXPOSED
TYPE 4.3
B123
CLIMBING ROPE W ACCESSORIES -
CEILING MOUNTED (SEE
STRUCTURAL DRAWINGS)15' - 1 31/32"28' - 7"28' - 7"31' - 1 31/32"31' - 1 31/32"43' - 0"46' - 2 1/128"54' - 4 191/256"43' - 0"27' - 4"P.1
LPG LPG LPGLPGLPGLPG
LPG LPG LPGLPGLPGLPG
LPG LPG LPGLPGLPGLPG
LPG LPG LPGLPGLPGLPG
LPG LPG LPGLPGLPGLPG
LP LP LPLPLPGLPG
LPG LPG LPGLPGLPGLPG
LPG LPG LPGLPGLPGLPG
LPG LPG LPGLPGLPGLPG
28' - 7"28' - 7"
LED SCOREBOARD W WIRELESS
CONTROLS (FASTEN TO CMU &
REFER ELECTRICAL DRAWINGS)
(11_6643.01)
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO.ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"1/25/2021 4:43:18 PMC:\REVIT LOCAL\71010_DYIMS_CONSTRUCTION DOCUMENTS_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
A-4.49
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
100% CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
ENLARGED PLANS &
INT ELEVS - GYM -
PART B
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.22B
1 ENLARGED RCP - GYM B123
1
A-3.01
7
A-5.15
6
A-5.15
B127A
B132A
SAFETY PADS (116623)
(11_6623.08)
SAFETY PADS (116623)
(11_6623.08)
RETRACTABLE,
MOTORIZED BASKETBALL
BACKBOARD AND GOAL
(116623) (11_6623.05)
SHOT CLOCK (SEE ELECTRICAL
DRAWINGS) (116643) (11_6643.02)
LED SCOREBOARD W
WIRELESS CONTROLS
(FASTEN TO CMU & REFER
ELECTRICAL DRAWINGS)
(11_6643.01)
PEGGED BOARD VERTICAL CLIMBER -
WALL MOUNTED (PROVIDE BLOCKING)
(116626) (11_6626.02)
PULL-UP BAR -WALL
MOUNTED (PROVIDE
BLOCKING) (11_6626.01)
VERTICAL ARM LADDER
(11_6626.06)
HORIZONTAL LADDER
(11_6626.05)
CLIMBING ROPE W
ACCESSORIES -CEILING
MOUNTED (SEE
STRUCTURAL DRAWINGS)
(11_6626.03)
A-5.70
11
CLIMBING WALL
(11_6626.07)
SAFETY PADS (116623)
(11_6623.08)
STALL BARS (11_6626.09)
B131AA
10 1/2" THERMALLY
BROKEN CURTAINWALL
ASSEMBLY, REFER TO
ELEVATIONS & DETAILS
(08_4413.03)
2
A-5.53
2
3
A-3.01
5
A-3.25
1
A-3.12
4
A-3.25
5
A-5.15
1
A-5.15
7
A-5.15
6
A-5.15
4
A-5.15
ELECTRIC TOP-ROLL GYM
DIVIDER SYSTEM (SEE
STRUCTURAL AND
ELECTRICAL DRAWINGS)
(116653) (11_6653.01)
RETRACTABLE,
MOTORIZED BASKETBALL
BACKBOARD AND GOAL
(116623) (11_6623.05)
LED SCOREBOARD W
WIRELESS CONTROLS
(FASTEN TO CMU & REFER
ELECTRICAL DRAWINGS)
(11_6643.01)
SAFETY PADS (116623)
(11_6623.08)
?
INTERIOR SCOREBOARDS
(11_6643)
CMU WALL, SEE PLAN FOR
TYPE (04_2000.51)
A-5.70
11
CLIMBING ROPE W
ACCESSORIES -CEILING
MOUNTED (SEE
STRUCTURAL DRAWINGS)
(11_6626.03)
12
A-6.10
CLIMBING WALL
(11_6626.07)RETRACTABLE, MOTORIZED
BASKETBALL BACKBOARD AND
GOAL (116623)
RETRACTABLE, MOTORIZED
BASKETBALL BACKBOARD AND
GOAL (116623)
SAFETY PADS (116623)8"13' - 0"TRAVERSE WALL, SEE FF&E
DRAWINGS (11_6626.08)
2
A-5.53
2
2
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"2/13/2021 3:01:20 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-4.50
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
ENLARGED PLANS &
INT ELEVS - GYM -
PART B
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.41
2 INTERIOR ELEVATION - GYM B123 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 14/ A-4.12
1 INTERIOR ELEVATION - GYM B123 (EAST)
2 2/12/21 ADDENDUM 2
4
A-3.24
20
A-6.03
B125B B125C 26' - 0"SAFETY PADS (116623)
RETRACTABLE, MOTORIZED
BASKETBALL BACKBOARD AND
GOAL (116623)8' - 0"A-5.70
111' - 4"7 1/2" THERMALLY BROKEN
CURTAINWALL ASSEMBLY, REFER
TO ELEVATIONS & DETAILS
ELECTRIC TOP-ROLL GYM DIVIDER
SYSTEM (SEE STRUCTURAL AND
ELECTRICAL DRAWINGS) (116653)
RETRACTABLE, MOTORIZED
BASKETBALL BACKBOARD AND
GOAL (116623)
SAFETY PADS (116623)
SAFETY PADS (116623)
WALL CLOCK
STRUCTURAL STEEL FRAMING (SEE
STRUCTURAL DRAWINGS)(051200)
HVAC ITEM (SEE HVAC DRAWINGS)
3
A-3.25
3
A-3.01
1
A-3.12
12
A-5.53
BL03
16
A-6.03
18
A-6.05
17
A-6.03
15
A-6.04
13
A-6.04
23
A-6.05
B123A B123B
FULLY RECESSED FIRE
EXTINGUISHER CABINET
SAFETY PADS (116623)
TELESCOPING STANDS
RETRACTABLE, MOTORIZED
BASKETBALL BACKBOARD AND
GOAL (116623)
RETRACTABLE, MOTORIZED
BASKETBALL BACKBOARD AND
GOAL (116623)
TELESCOPING STANDS
ELECTRIC TOP-ROLL GYM DIVIDER
SYSTEM (SEE STRUCTURAL AND
ELECTRICAL DRAWINGS) (116653)
HORIZONTAL LADDER
SAFETY PADS (116623)
LED SCOREBOARD W
WIRELESS CONTROLS
(FASTEN TO CMU & REFER
ELECTRICAL DRAWINGS)
CMU WALL, SEE PLAN FOR TYPE
VERTICAL ARM LADDERFULLY RECESSED FIRE
EXTINGUISHER CABINET
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO.ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"1/25/2021 4:43:46 PMC:\REVIT LOCAL\71010_DYIMS_CONSTRUCTION DOCUMENTS_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
A-4.51
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
100% CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
ENLARGED PLANS &
INT ELEVS - GYM -
PART B
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.41
2 INTERIOR ELEVATION - GYM 123 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 14/ A-4.12
1 INTERIOR ELEVATION - GYM 123 (WEST)
V
V
TVE
16' - 6"
TB-02
4' - 0"3' - 0"WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
TACKBOARD (SEE PLAN
FOR LENGTH, SEE SPEC
FOR BLOCKING
REQUIREMENTS) (101100)
(10_1100.02)
TB-01TB-01
1' - 0"1' - 0"3' - 0"4' - 0"TACKBOARD (SEE PLAN
FOR LENGTH, SEE SPEC
FOR BLOCKING
REQUIREMENTS) (101100)
(10_1100.02)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
12
A-5.53
14' - 8"
TB-02
TACKBOARD (SEE PLAN
FOR LENGTH, SEE SPEC
FOR BLOCKING
REQUIREMENTS) (101100)
(10_1100.02)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)3' - 0"4' - 0"MB-03
WALL CURVED IN VIEW
FULLY RECESSED FIRE
EXTINGUISHER CABINET
(10_4413.06)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
3' - 0"
EXT28
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
3
A-3.24
MB-03MB-01
WALL ANGLED IN VIEWWALL CURVED IN VIEW
EQ4' - 0"EQ
EQ8' - 0"EQ
ADAPTIVE PE
B125
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
MARKER BOARD (SEE PLAN FOR
LENGTH, SEE SPEC FOR MOUNTING
REQUIREMENTS) (101100)
(10_1100.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
2' - 10 1/16"4' - 0"8' - 0"4' - 0"2' - 9 29/32"
MB-03MB-01 MB-01
4' - 0"WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
MARKER BOARD (SEE
PLAN FOR LENGTH, SEE
SPEC FOR MOUNTING
REQUIREMENTS) (101100)
(10_1100.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
1
A-3.01
20
A-6.03
STEEL LINTEL (SEE STRUCTURAL
DRAWINGS) (05_1200.11)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
SURFACE MOUNTED
STAINLESS STEEL CORNER
GUARD (SEE MISC. DETAIL)
(10_2600.01)7' - 10"4"8
A32B27
S06BM08-2
HEALTH OFF
B124A
B25B23 B28 B29
3
A-3.24
A-5.53
12
SRO OFFICE
B122
TEAM UNIFORM
B124
A-5.16
2
A-6.10
16
A-4.52
8
A-4.529 7
A-4.52
6
35
A-4.5210
A-4.52
4
B124A
B122A
B125A
EXT29
EXT28
P.6
P.3
B30B26 A31
P.8
P.9
A-5.15
2
B125C B125B
A-5.53
1
MB-01
MB-03
MB-01
MB-03
ADAPTIVE PE
B125
GYMNASIUM
B123
P.1
P.2
A-5.16
1
+28.20 ft
+28.20 ft
1' - 1"
13
A-5.05
CG-01
CG-01
B24 A32B27B25B23B28B29
TYPE 1.2
9' -0" AFF
B124
TYPE 1.2
9' -0" AFF
B122
EXPOSED
TYPE 4.3
B125
TYPE 2.3
11' -0" AFF
TYPE 2.3
11' -0" AFF
P.6
P.3
B30B26 A31
P.8
P.9
P.1
P.2
16' - 0" (8) FULL TILESCONT. RADIANT PANEL (ACTIVE AND
IN-ACTIVE) SEE M-SERIES
DRAWINGS (238235)14' - 0" (7) FULL TILESCONT. RADIANT PANEL (ACTIVE AND
IN-ACTIVE) SEE M-SERIES
DRAWINGS (238235)
7
A-5.41
7
A-5.41
3
A-5.41
3
A-5.41
CONT. RADIANT PANEL (ACTIVE AND
IN-ACTIVE) SEE M-SERIES
DRAWINGS (238235)
LR24
LR24
LP8 LP8 LP10 LP10 LP12 LP12LR24
LR24
RC
RC
HVAC ITEM (SEE HVAC DRAWINGS)
7
A-5.04
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"3/1/2021 10:09:07 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-4.52
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
ENLARGED PLANS &
INT ELEVS - OFFICES &
ADAPTIVE PE - PART B
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"7
INTERIOR ELEVATION -
HEALTH OFF B124A
(EAST)
1/4" = 1'-0"8
INTERIOR ELEVATION -
HEALTH OFF B124A
(SOUTH)
1/4" = 1'-0"9
INTERIOR ELEVATION -
HEALTH OFF B124A
(WEST)1/4" = 1'-0"3
INTERIOR ELEVATION - ADAPTIVE PE
B125 (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.52
4 INTERIOR ELEVATION - ADAPTIVE PE B125 (SOUTH)
1/4" = 1'-0"5
INTERIOR ELEVATION - ADAPTIVE PE
B125 (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.12
6 INTERIOR ELEVATION - ADAPTIVE PE B125 (NORTH)
1/4" = 1'-0"10 INT ELEV-B122 SRO OFFICE (WEST)
1/4" = 1'-0"1
ENLARGED PLAN - SRO OFFICE B122,
HEALTH OFF B124A, ADAPTIVE PE B125
1/4" = 1'-0"2
ENLARGED RCP - SRO OFFICE B122,
HEALTH OFF B124A, ADAPTIVE PE B125
2 2/12/21 ADDENDUM 2
8 3/1/21 ADDENDUM 8
TVEAN
K
B17 B18
L
K.8
A-4.53
6
5
4
3
ART CR
B141
ART WORKROOM
B140
ART KILN
B140A
S06B
S06B
S06B
S08B
F03D
F03D
MB-03
MB-01
MB-01
37' - 1 1/2"8' - 10"10' - 7 3/4"21' - 0 1/4"32' - 2"EXT21
B141A
B140AA
B140A B140B
BL13
A-5.67
14
GREASE TRAP PIT, SEE
PLUMBING AND
STRUCTURAL DRAWINGS
FDFDFD
FLOOR DRAIN, SEE PLUMBING DWGS
FLOOR DRAIN, SEE
PLUMBING DWGS
1' - 9"
SIM./OPP.
SIM./OPP.CG-02CG-02
CG-02CG-02
TYP AT ALL EXPOSED
GYP CHASE CORNERS
2
A-5.70
TB-06
2
A-5.51
MB-01
4' - 6"2' - 6"B140A
EQ4' - 0"4' - 0"4' - 0"EQ
TB-06
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
MARKER BOARD (SEE
PLAN FOR LENGTH, SEE
SPEC FOR MOUNTING
REQUIREMENTS) (101100)
(10_1100.01)
FLUSH-MOUNTED METAL
CORNER GUARD, SEE DETAIL
(10_2600.02)
FLUSH-MOUNTED METAL
CORNER GUARD, SEE DETAIL
(10_2600.02)CONT. GWB REVEAL
8
TB-01TB-01TB-01
4' - 0"3' - 0"2
A-5.51
EQ 2' - 0"EQ EQ 2' - 0"EQ 6"2' - 0"
EXT21
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
TACKBOARD (SEE PLAN FOR
LENGTH, SEE SPEC FOR BLOCKING
REQUIREMENTS) (101100)
(10_1100.02)8' - 1 1/2"CONT. GWB REVEAL
8
8
8
ART CR
B141
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
HVAC DIFFUSER (SEE
HVAC DRAWINGS)
(23_0000.04)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
MB-03
TB-05TB-05
7' - 6"7 1/2"8' - 2"2
A-5.51 A-5.67
16
EQ4' - 0"1' - 0"8' - 0"1' - 0"4' - 0"EQ
3' - 0"4' - 0"WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
TB-05
FLUSH-MOUNTED METAL
CORNER GUARD, SEE DETAIL
(10_2600.02)CONT. GWB REVEAL
FLUSH-MOUNTED METAL
CORNER GUARD, SEE DETAIL
(10_2600.02)2
A-5.70
K
B17 B18
L
K.8
TYPE 1.1
9' -0" AFF
B140A
TYPE 1.1
9' -0" AFF
B140
TYPE 1.4
11' -0" AFF
TYPE 1.4
8' -2" AFF
3
A-5.41
4
A-5.41
TYPE 2.2
11' -0" AFF
TYPE 1.1
9' -10" AFF
B141
LP8
LP8
LP8
LP8
LP8
LP8
LP8
LP8
4' - 0" FULL TILECUT TILE12' - 0" TYP8' - 0" TYP
7
A-5.41
ALIGN
ALIGN 4' - 0" FULL TILELP12
CONT. RADIANT PANEL (ACTIVE AND
IN-ACTIVE) SEE M-SERIES DRAWINGS
(238235) (23_8235.01)
CONT. RADIANT PANEL (ACTIVE AND
IN-ACTIVE) SEE M-SERIES DRAWINGS
(238235) (23_8235.01)
3
A-5.41
7
A-5.41
8' - 0" (4) FULL TILESCONT. RADIANT PANEL
(ACTIVE AND IN-ACTIVE)
SEE M-SERIES DRAWINGS
(238235) (23_8235.01)
LR4 EQEQ2
A-5.70
K
B20 B21
L
K.8
A-4.5312 10
11
13
S06B
MB-01
TB-03
MB-01
MB-03
TB-03
MB-01
MB-01
TB-03
MB-01
MB-01
B138A
B138AA
OT STOR
B138A
SPED OT
B138
15' - 1 5/8"
CG-02
4' - 0"3' - 0"4' - 0"6' - 0"4' - 0"1' - 0"
MB-01 TB-03 MB-01
EQEQ
MB-01
2
A-5.51
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
MARKER BOARD (SEE
PLAN FOR LENGTH, SEE
SPEC FOR MOUNTING
REQUIREMENTS) (101100)
(10_1100.01)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
MB-03 MB-01 TB-03MB-01TB-03
3' - 0"4' - 0"2
A-5.51
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
6' - 0" 4' - 0" 8' - 0" 4' - 0" 6' - 0" 1' - 0"
CONT. GWB REVEAL
FLUSH-MOUNTED METAL
CORNER GUARD, SEE DETAIL
(10_2600.02)
8
EQEQ
MB-01
4' - 0"3' - 0"2
A-5.51
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
MARKER BOARD (SEE
PLAN FOR LENGTH, SEE
SPEC FOR MOUNTING
REQUIREMENTS) (101100)
(10_1100.01)
MB-01
MB-03
MB-01
3' - 0"4' - 0"EQ4' - 0"8' - 0"4' - 0"EQ
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
MARKER BOARD (SEE PLAN FOR
LENGTH, SEE SPEC FOR MOUNTING
REQUIREMENTS) (101100)
(10_1100.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
TB-05 TB-05 TB-05
EQ 4' - 0" 4' - 0" 4' - 0" EQ
7 1/2"7' - 6"B140B
HVAC DIFFUSER (SEE
HVAC DRAWINGS)
(23_0000.04)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
TACKBOARD (SEE PLAN
FOR LENGTH, SEE SPEC
FOR BLOCKING
REQUIREMENTS) (101100)
(10_1100.02)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"3/1/2021 10:09:45 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-4.53
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
ENLARGED PLANS &
INT ELEVS - ART &
SPED OT - PART B
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
1 ENLARGED-B141 ART
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.53
3 INT ELEV-B141 (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
4 INT ELEV-B141 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
5 INT ELEV-B141 (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.26
6 INT ELEV-B141 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.21B
2 ENLARGED RCP-B141 ART
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
9 ENLARGED-B138 SPED OT
1/4" = 1'-0"
REFERENCING VIEW: 9/ A-4.53
10 INT ELEV-B138 (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 11/ A-4.11
11 INT ELEV-B138 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 9/ A-4.53
12 INT ELEV-B138 (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 11/ A-4.11
13 INT ELEV-B138 (SOUTH)
2 2/12/21 ADDENDUM 2
8 3/1/21 ADDENDUM 8
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
8 INT ELEV-B139 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
7 INT ELEV-B139 (WEST)
AN
TVE
TVE
AN
EQ 4' - 0" EQ
4' - 0"3' - 0"MB-01 MB-01
CONT. GWB REVEAL
EQ 4' - 0" EQ
A-5.60
11
TYP
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)8' - 0"8
MB-01
EQ 4' - 0" EQ
CONT. GWB REVEAL
1' - 8"TB-01
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)8' - 0"8
EQ 2' - 0" EQ
3' - 0"4' - 0"8
10' - 0"
MB-04
3' - 0"4' - 0"WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)8' - 0"CONT. GWB REVEAL88
MB-01 MB-03 MB-01
CONT. GWB REVEAL
BL01A
4"8' - 0"7' - 6"3' - 0"4' - 0"2' - 0"4' - 0"8' - 0"4' - 0"
TYP
3' - 6"
TYP
6"
TYP
6' - 0"
3' - 6"
THERMOSTAT (23_0000.16)
(26_0520.03)
(26_0520.02)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
C119B
(26_0520.02)
LIGHT SHELF (SEE
DETAILS) (12_2613.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
A-5.06
10
4"4"EQ EQ
TYP
1' - 0"
TYP
4' - 6"
TYP
6"
(26_0520.02)
C117A
HVAC DIFFUSER (SEE HVAC
DRAWINGS) (23_0000.04)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
MB-04
4' - 0"3' - 0"A-5.60
11
5' - 10"
4' - 10"
CL
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
LIGHT SHELF (SEE
DETAILS) (12_2613.01)4" 7' - 8"
FLUSH-MOUNTED METAL CORNER
GUARD, SEE DETAIL (10_2600.02)
8
10
A-5.06
14
A-5.06
CONT. GWB REVEAL8
TB-03 MB-04 TB-03
4' - 0"3' - 0"6" 6' - 0" 10' - 0" 6' - 0"
CONT. GWB REVEAL
8' - 0 1/2"CLCLCL
TYP
3' - 6"
TYP
7' - 6"
TYP
6"
TYP
8' - 0" 3' - 8"
(26_0520.02)(26_0520.02)
(26_0520.03)
(26_0520.02)HVAC DIFFUSER (SEE HVAC
DRAWINGS) (23_0000.04)
LIGHT SHELF (SEE DETAILS)
(12_2613.01)
MB-04
4' - 0"3' - 0"8' - 0"WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
2' - 0"10' - 0"
10
A-5.06
14
A-5.06
8
MB-04
4' - 0"3' - 0"WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
LIGHT SHELF (SEE
DETAILS) (12_2613.01)
10
A-5.06
14
A-5.06
8
G
H
C17 C19
A-4.547
6
5
4
C119B
C117A
C119A
GENERAL CR
C117
A-5.60
10
A-5.55
6
SIM./OPP.
SIM./OPP.
A-4.54112' - 2"CG-02
CG-02
TYP AT ALL EXPOSED
GYP CHASE CORNERS
G
H
C17 C19
TYPE 1.4
11' -0" AFF
ALIGN
ALIGN
TYPE 1.1
9' -10" AFF
C117
TYPE 1.4
7' -6" AFF
3
A-5.41
4
A-5.41
4' - 3"FULL TILE4' - 0"INTEGRATED RADIANT PANEL AND
LIGHT SHELVES BELOW (SHOWN AS
DASHED LINE) IN SOUTH FACING
CLASSROOMS ONLY (23_0000.19)12' - 0" TYP10' - 0" TYP
LP8 LP8 LP8
LP8 LP8 LP8
1
A-5.58
2
A-5.51
5
A-5.58
8' - 0"FOLDING PANEL
PARTITION, MIN. 50 STC
RATING (10_2239.02)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
HVAC DIFFUSER (SEE
HVAC DRAWINGS)
(23_0000.04)OPEN TO BEYOND
E
F
C4 C6
4' - 0" FULL TILELP8 LP8 LP8
LP8 LP8 LP8
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
C104
TYPE 1.4
7' -6" AFF
ALIGN 10' - 0" TYP 12' - 0" TYPALIGN3
A-5.41
7
A-5.41
4
A-5.41 8' - 0"MB-03MB-01 MB-01
EQ 4' - 0" 8' - 0" 4' - 0" EQ
3' - 0"4' - 0"WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
MARKER BOARD (SEE
PLAN FOR LENGTH, SEE
SPEC FOR MOUNTING
REQUIREMENTS) (101100)
(10_1100.01)8' - 0"8
CONT. GWB REVEAL
8
TB-01 MB-01 MB-03 MB-01 TB-01
8' - 0"3' - 0"4' - 0"2' - 0"4' - 0"8' - 0"4' - 0"2' - 0"2' - 0"
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
TACKBOARD (SEE PLAN
FOR LENGTH, SEE SPEC
FOR BLOCKING
REQUIREMENTS) (101100)
(10_1100.02)
MARKER BOARD (SEE
PLAN FOR LENGTH, SEE
SPEC FOR MOUNTING
REQUIREMENTS) (101100)
(10_1100.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
CONT. GWB REVEAL8
CL
SWITCH (SEE ELEC.
DRAWINGS) (26_0530.12)3' - 6"WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
INTERIOR HOLLOW METAL
BORROWED LIGHT (PAINTED
FRAME) (08_1113.03)
FLUSH-MOUNTED METAL CORNER
GUARD, SEE DETAIL (10_2600.02)4" 7' - 2"
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"3/1/2021 10:10:22 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-4.54
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
ENLARGED PLANS &
INT ELEVS - PART C & D
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
13 INTERIOR ELEVATION - C110 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
12 INTERIOR ELEVATION - C108 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
9 INTERIOR ELEVATION TYP CLASSROOM (NORTH FACING)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
5 INTERIOR ELEVATION - TYP SOUTH FACING CLASSROOM
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
6 INTERIOR ELEVATION - TYP CLASSROOM
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
4 INTERIOR ELEVATION - TYP SOUTH FACING CLASSROOM
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
7 INTERIOR ELEVATION - TYP SOUTH FACING CLASSROOM
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11D
16 INTERIOR ELEVATION - D105 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11D
17 INTERIOR ELEVATION - D107 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
1 ENLARGED-C117 TYP. CLASSROOM
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.21C
2 ENLARGED RCP-C117 TYP SOUTH FACING CLASSROOM
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12D
18 INTERIOR ELEVATION - GENERAL CR D212 (WEST)
2 2/12/21 ADDENDUM 2
8 3/1/21 ADDENDUM 8
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.21C
3 ENLARGED RCP-C104 TYP NORTH FACING CLASSROOM
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
10 INTERIOR ELEVATION TYP CLASSROOM (NORTH FACING)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
8 INTERIOR ELEVATION TYP CLASSROOM (NORTH FACING)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.54
11 INT ELEV - TYP CHASE WALL
TVE
ANTVEAN
D.1
E
F
C8 C9
D
C12
D.5
JJ
A-5.18
9
A-4.553
A-4.55
4
A-4.55
9
A-4.55
7
PREP
C106A
SCIENCE CR
C106
MAKER SPACE
C125
A-5.67
14
EXT35
C125A
C125B
C106AA
C106A
S06B
S06B
S06B
R06B
S06B
MB-02
MB-04
MB-02
MB-01
MB-03
MB-01
MB-03
R06B
F03D
A-4.558 10
19' - 6"
A-5.55
1
SIM./OPP.
22_0000.20 22_0000.20
G1B G1B G1B
39' - 6 1/2"30' - 1 3/4"DIVISION 11
3' - 8 1/8"30' - 8 3/4"3"4"22_0000.20
22_0000.20
22_0000.2022_0000.20
3"
22_0000.20
3' - 1 1/2"
20' - 10"3"
C25
1
A-3.35
D9
+28.20 ft
11
A-5.55
7
4
A-3.35
CG-02
CG-02
CG-02
TYP AT ALL EXPOSED
GYP CHASE CORNERS
CG-02
CG-02CG-02
TYP AT ALL EXPOSED
GYP CHASE CORNERS7 | A-2.208
6' - 0" 10' - 0" 6' - 0" 4' - 8"
MB-02 MB-04 MB-02
4' - 0"3' - 0"CONT. GWB REVEAL 2
A-5.51
8' - 0"1' - 0"
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
MARKER BOARD (SEE PLAN FOR
LENGTH, SEE SPEC FOR MOUNTING
REQUIREMENTS) (101100)
(10_1100.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
THERMOSTAT (23_0000.16)
9
A-5.18
EQ 8' - 0" EQ
MB-03
4
A-5.55
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
MB-01 MB-03 MB-01
1
A-3.35
4' - 0"8' - 0"4' - 0"1' - 0"4' - 0"3' - 0"WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
9' - 0" 6" 8' - 6"
GWB. CONT REVEAL
A-5.67
15
MB-03
4
A-5.55
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
EQ8' - 0"EQ
8' - 1 1/2"3' - 0"4' - 0"CONT. GWB REVEAL
4" 10' - 0" 4' - 0"
MB-04 MB-01
CONT. GWB REVEAL
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)8' - 0"8
BL02A
BL02
CONT. GWB REVEAL
MB-04
2
A-5.51
D207AA
MB-01
4' - 0"10' - 0"4"
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)8' - 0"8
A-5.06
11
4' - 0"3' - 0"8
D.1
E
F
C8
C9
D
C12
D.5
JJ
TYPE 1.4
8' -2" AFF
TYPE 1.1
10' -2" AFF
C125
TYPE 1.1
9' -0" AFF
C106A
TYPE 1.4
11' -0" AFF
TYPE 1.1
9' -10" AFF
C106
TYPE 1.4
7' -6" AFF
ALIGN
ALIGN
TYPE 2.2
7' -2" AFF
4
A-5.41
22
A-5.41
3
A-5.41
ALIGN
TYPE 1.4
8' -2" AFF
TYPE 1.4
8' -2" AFF
D9
LP8 LP8 LP8 LP8
LP8 LP8 LP8 LP8
CONT. RADIANT PANEL (ACTIVE AND
IN-ACTIVE) SEE M-SERIES
DRAWINGS (238235) (23_8235.01)
LR4 LR4
LP8
LP8
LP8
LP8
CONT. RADIANT PANEL (ACTIVE AND
IN-ACTIVE) SEE M-SERIES
DRAWINGS (238235) (23_8235.01)
TYPE 2.2
10' -2" AFF
7
A-5.41
7
A-5.41
3' - 0"
7
A-5.41
10"ALIGNALIGN4
A-5.41
4
A-5.41
4
A-5.41
ALIGNSIM
EXT35
WALL BASE, SEE FINISH SCHEDULE
(09_6513.07)8' - 1 1/2"CONT. GWB REVEAL
8
8
WALL ANGLED IN VIEW WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
HVAC DIFFUSER (SEE
HVAC DRAWINGS)
(23_0000.04)
FLUSH-MOUNTED METAL CORNER
GUARD, SEE DETAIL (10_2600.02)
FLUSH-MOUNTED METAL CORNER
GUARD, SEE DETAIL (10_2600.02)
FLUSH-MOUNTED METAL CORNER
GUARD, SEE DETAIL (10_2600.02)4" 7' - 9 1/2"
CONT. GWB REVEAL
8
8
8
2
A-5.51
CONT. GWB REVEAL
8' - 0"FLUSH-MOUNTED METAL CORNER
GUARD, SEE DETAIL (10_2600.02)
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"3/1/2021 10:10:57 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-4.55
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
ENLARGED PLANS &
INT ELEVS - PART C & D
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
1 ENLARGED PLAN - TYP. SCIENCE CR & MAKER SPACE
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
3 INTERIOR ELEVATION - SCIENCE C106 (WEST)
1/4" = 1'-0"4
INTERIOR ELEVATION - PREP C106A
(NORTH)
1/4" = 1'-0"7
INTERIOR ELEVATION - MAKER SPACE
C125 (NORTH)
1/4" = 1'-0"9
INTERIOR ELEVATION - MAKER SPACE
C125 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12C
6 INTERIOR ELEVATION - SCIENCE CR C210 (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12D
5 INTERIOR ELEVATION - SCIENCE CR D207 (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.21C
2 ENLARGED RCP - TYP. SCIENCE CR & MAKER SPACE
SIM. SCIENCE D109, MAKER SPACE C137
SIM. SCIENCE C206, PREP C206A, MAKER SPACE C225
SIM. SCIENCE D209, MAKER SPACE C235
SIM. SCIENCE D109, MAKER SPACE C137
SIM. SCIENCE C206, PREP C206A, MAKER SPACE C225
SIM. SCIENCE D209, MAKER SPACE C235
SIM. PREP D109A (SOUTH)
SIM. PREP C206A (NORTH)
SIM. PREP D209A (SOUTH)
SIM. SCIENCE D109 (EAST)
SIM. SCIENCE C206 (WEST)
SIM. SCIENCE D209 (EAST)
SIM. MAKER SPACE C137 (NORTH)
SIM. MAKER SPACE C225 (SOUTH)
SIM. MAKER SPACE C235 (NORTH)
SIM. MAKER SPACE C137 (SOUTH)
SIM. MAKER SPACE C225 (NORTH)
SIM. MAKER SPACE C235 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.55
10 INT ELEV-C125 (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.55
8 INT ELEV-C125 (WEST)
SIM. MAKER SPACE C137 (WEST)
SIM. MAKER SPACE C225 (EAST)
SIM. MAKER SPACE C235 (WEST)
SIM. MAKER SPACE C137 (EAST)
SIM. MAKER SPACE C225 (WEST)
SIM. MAKER SPACE C235 (EAST)
2 2/12/21 ADDENDUM 2
8 3/1/21 ADDENDUM 8
1/4" = 1'-0"
REFERENCING VIEW: 13/ A-4.14
11 INT ELEV- SCIENCE CR C106 (NORTH)
8
TVE
AN
V
G
H
C15
A-4.56
8
119
10
C115A
MB-01
MB-04
MB-02
MB-03
TB-03
TB-03
SM GRP / EL RESOURCE
C115
S06B
S06B
F03D
S06B
A-5.55
6
CG-02
G
H
C15
TYPE 1.1
9' -10" AFF
C115TYPE 1.4
11' -0" AFF
TYPE 1.4
7' -6" AFF
ALIGN
LP8 LP8
LP8 LP8
6' - 0"12' - 0"4
A-5.41
3
A-5.41
INTEGRATED RADIANT PANEL AND
LIGHT SHELVES BELOW (SHOWN AS
DASHED LINE) IN SOUTH FACING
CLASSROOMS ONLY (23_0000.19)4' - 3"FULL TILE4' - 0"EQ EQ
TB-03 MB-03 TB-03
6' - 0"8' - 0"6' - 0"
CONT. GWB REVEAL
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
4' - 0"3' - 0" 4' - 0"
A-5.06
10
8
8' - 0"MB-01
3' - 0"4' - 0"EQ4' - 0"EQ LIGHT SHELF (SEE
DETAILS) (12_2613.01)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
MARKER BOARD (SEE
PLAN FOR LENGTH, SEE
SPEC FOR MOUNTING
REQUIREMENTS) (101100)
(10_1100.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
10
A-5.06
14
A-5.06
8
MB-04 MB-02
8' - 0"CONT. GWB REVEALBL01A
GYPSUM WALL BOARD,
PAINTED (09_2900.01)3' - 0" 4' - 0"
2' - 0" 10' - 0"6' - 0"
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
A-5.06
10
8
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
FLUSH-MOUNTED METAL CORNER
GUARD, SEE DETAIL (10_2600.02)7' - 2"4"WALL BASE AS SCHED.
5
A-5.58
1
A-5.58
OPEN TO BEYOND
A-5.06
11
8
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
A-4.56
12
TEACHER WORK
C129
C129A
C129B
28' - 8 1/8"7' - 8 3/4"25
MB-01 MB-01
TB-04
4' - 0"3' - 0"2' - 6"4' - 6"6"4' - 0"4"6' - 0"4"4' - 0"
C129A
MARKER BOARD (SEE
PLAN FOR LENGTH, SEE
SPEC FOR MOUNTING
REQUIREMENTS) (101100)
(10_1100.01)
TACKBOARD (SEE PLAN
FOR LENGTH, SEE SPEC
FOR BLOCKING
REQUIREMENTS) (101100)
(10_1100.02)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
CONT. GWB REVEAL
8' - 0"8
E
F
C12
A-4.56
15
14 16
13
MB-01
MB-03
MB-01
MB-02
MB-01
MB-02
SM GRP / EL RESOURCE
C208
PREP
C210A
C208A
C210AA
F03D
F03D
S06B S06B
S06B
TYP AT ALL EXPOSED
GYP CHASE CORNERS
CG-02
CG-02
CG-02
MB-01 MB-03 MB-01
CONT. GWB REVEAL
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
2' - 0" 4' - 0" 8' - 0" 4' - 0" 2' - 0"
TB-01 TB-01
3' - 0" 4' - 0"8' - 0"FLUSH-MOUNTED METAL CORNER
GUARD, SEE DETAIL (10_2600.02)ALIGNMB-01
CONT. GWB REVEAL
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
FLUSH-MOUNTED METAL CORNER
GUARD, SEE DETAIL (10_2600.02)
EQ 4' - 0" EQ
4' - 0"3' - 0"6' - 0"1' - 6"
MB-02
4' - 0"3' - 0"6' - 0"9"
MB-02
8' - 0"CONT. GWB REVEAL
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
FLUSH-MOUNTED METAL CORNER
GUARD, SEE DETAIL (10_2600.02)
FLUSH-MOUNTED METAL CORNER
GUARD, SEE DETAIL (10_2600.02)CONT. GWB REVEAL
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
HVAC DIFFUSER (SEE
HVAC DRAWINGS)
(23_0000.04)
FLUSH-MOUNTED METAL CORNER
GUARD, SEE DETAIL (10_2600.02)
FLUSH-MOUNTED METAL CORNER
GUARD, SEE DETAIL (10_2600.02)
6' - 0"6' - 0"
TB-03
3' - 0" 4' - 0"8' - 0"CONT. GWB REVEAL
8
F
F.4
C2
A-4.56
18TB-03
C116A
DOS
C116
S06B
TB-03
F03D
S06B
CG-02
TYP AT ALL EXPOSED
GYP CHASE CORNERS
F
F.4
C2
TYPE 1.1
9' -0" AFF
C116
TYPE 2.2
7' -6" AFFALIGNTYPE 2.2
11' -0" AFF
3
A-5.414
A-5.41
7
A-5.41
LR4 LR4
12' - 0" (6) FULL TILES
CONT. RADIANT PANEL (ACTIVE AND
IN-ACTIVE) SEE M-SERIES
DRAWINGS (238235) (23_8235.01)4' - 0"3' - 0"CONT. GWB REVEAL
MB-03
EQ 8' - 0" EQ
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)8' - 0"8
A-4.56
20
21
S03BS03B
S03B
S03B
TB-03 MB-02
MB-01 TB-01
D124A
20' - 2 1/4"7' - 8 3/4"SOC WORK
D124
6' - 0"6' - 0"4' - 0"
MB-02 TB-03
4' - 0"3' - 0"WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
MARKER BOARD (SEE
PLAN FOR LENGTH, SEE
SPEC FOR MOUNTING
REQUIREMENTS) (101100)
(10_1100.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)8' - 0"CONT. GWB REVEAL
8
4' - 0" 2' - 0" 6"4' - 0"3' - 0"MB-01 TB-01
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
MARKER BOARD (SEE
PLAN FOR LENGTH, SEE
SPEC FOR MOUNTING
REQUIREMENTS) (101100)
(10_1100.01)
TACKBOARD (SEE PLAN
FOR LENGTH, SEE SPEC
FOR BLOCKING
REQUIREMENTS) (101100)
(10_1100.02)8' - 0"CONT. GWB REVEAL
8
3
A-5.56
WALL/CEILING EXPANSION
JOINT COVER
(07_9513.13.02)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
2
A-5.19
WALL/CEILING EXPANSION
JOINT COVER
(07_9513.13.02)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
D.1
D18
D
C115
A-5.56
3
A-4.56 22
A-5.19
2
23
MAKER SPACE
C137
PREP
D109A
CORRIDOR
C136
CORRIDOR
D136
A-4.55
4
S06B
R06B
CG-02
TYP AT ALL EXPOSED
GYP CORNERS
SIM
10' - 0" 2' - 9"
MB-04
4' - 0"3' - 0"WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)8' - 0"CONT. GWB REVEAL
8
C129B
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
MARKER BOARD (SEE
PLAN FOR LENGTH, SEE
SPEC FOR MOUNTING
REQUIREMENTS) (101100)
(10_1100.01)
LIGHT SHELF (SEE
DETAILS) (12_2613.01)8' - 0"6"4' - 0"8' - 0"4' - 0"
MB-01 MB-03 MB-01
3' - 0"4' - 0"BL01A
S06B
C201B
A-5.06
11
8
8
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"3/1/2021 10:11:56 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-4.56
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
ENLARGED PLANS &
INT ELEVS - PART C & D
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"1
ENLARGED PLAN - SM GRP EL/SPED
RESOURCE C115
1/4" = 1'-0"2
ENLARGED RCP - SM GRP EL/SPED
RESOURCE C115
1/4" = 1'-0"11
INTERIOR ELEVATION - SM GRP/EL
RESOURCE C115 (EAST)
1/4" = 1'-0"8
INTERIOR ELEVATION - SM GRP/EL
RESOURCE C115 (SOUTH)
1/4" = 1'-0"9
INTERIOR ELEVATION - SM GRP/EL
RESOURCE C115 (WEST)
1/4" = 1'-0"10
INTERIOR ELEVATION - SM GRP/EL
RESOURCE C115 (NORTH)
1/4" = 1'-0"17
INTERIOR ELEVATION - SPED
RESOURCE C203 (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
4 ENLARGED PLAN - TEACHER WORK C129
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12A
12 INTERIOR ELEVATION - TEACHER WORK C129 (SOUTH)
1/4" = 1'-0"3
ENLARGED PLAN - SMALL GRP / EL
RESOURCE C208, PREP C210A
1/4" = 1'-0"14
INTERIOR ELEVATION - SMALL GRP / EL
RESOURCE C208 (WEST)
1/4" = 1'-0"15
INTERIOR ELEVATION - SMALL GRP / EL
RESOURCE C208 (NORTH)
1/4" = 1'-0"16
INTERIOR ELEVATION - SMALL GRP / EL
RESOURCE C208 (EAST)
1/4" = 1'-0"13
INTERIOR ELEVATION - SMALL GRP / EL
RESOURCE C208 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12A
18 INTERIOR ELEVATION - DOS C116 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
6 ENLARGED PLAN - DOS C116
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.21C
7 ENLARGED RCP - DOS C116
1/4" = 1'-0"19
INTERIOR ELEVATION - SPED
RESOURCE C112 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11D
5 ENLARGED PLAN - SOC WORK D124
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12A
20 INT ELEV-D124 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12A
21 INT ELEV-D124 (NORTH)
SIM. SMALL GRP / EL RESOURCE D205, PREP D207A
2 2/12/21 ADDENDUM 2
8 3/1/21 ADDENDUM 8
1/4" = 1'-0"
REFERENCING VIEW: 24/ A-4.56
22 INT ELEV-D109A EAST
1/4" = 1'-0"
REFERENCING VIEW: 24/ A-4.56
23 INT ELEV-D109A WEST
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11D
24 ENLARGED-D109A PREP
1/4" = 1'-0"
REFERENCING VIEW: 4/ A-4.56
25 INTERIOR ELEVATION - TEACHER WORK C129 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12C
26 INT ELEV-C203 (WEST)
ANTVE
A
B
D6 D8 D11
A-5.19
5
A-4.5713 11
12
A-4.57
9
10
14
SPED RESOURCE
D106
SPED SAILS
D108
MB-03
TB-01 MB-01
MB-03
MB-01
W07 G1B
G4
W07 G1A G3
D106A D108A
MB-04
A-4.54 5
SIM./OPP.
A-6.06
12
D108B
MB-04
S06B
S06B
S06B
F03D
30' - 1 1/4"13' - 4 1/2"
A-5.56
2
CG-02
TYP AT ALL EXPOSED
GYP CHASE CORNERS
CG-02
CG-02
7' - 6"4' - 0"1' - 6"4' - 0"1' - 6"4' - 0"MB-01
MB-01
MB-01
8
5
A-5.19
4' - 0"1/2"4' - 0"8' - 0"4' - 0"1/2"4' - 0"7' - 0"
TB-02 MB-01 MB-03 MB-01 TB-02
4' - 0"3' - 0"2
A-5.51
WALL BASE, SEE FINISH SCHEDULE
(09_6513.07)
MARKER BOARD (SEE PLAN FOR
LENGTH, SEE SPEC FOR MOUNTING
REQUIREMENTS) (101100)
(10_1100.01)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
1
A-3.13
5
A-5.19
1/2" REVEAL JOINT IN GWB
(09_2900.18)
WALL BASE, SEE FINISH SCHEDULE
(09_6513.07)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)MB-03TB-01
2
A-5.51
TB-01
D106B
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
1/2" REVEAL JOINT IN GWB
(09_2900.18)
2
A-5.51
D106A
1/2" REVEAL JOINT IN GWB
(09_2900.18)
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
HVAC DIFFUSER (SEE HVAC
DRAWINGS) (23_0000.04)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
5
A-5.19
MB-04
A-5.60
11
CL
3' - 0"MB-04
2
A-5.51
EQ2' - 0"10' - 0"2' - 0"EQ
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
TB-01 TB-01
8' - 0"8
CONT. GWB REVEAL
C
D3 D5
D
S06BF03D
F03D30' - 1 3/4"30' - 2"
A-5.60
10
D201B
D203A
A-6.06
12
SPED BEH
D203
4
A-3.28
CG-02
CG-02
TYP AT ALL EXPOSED
GYP CHASE CORNERS
4' - 0"1' - 0"4' - 0"1' - 6"4' - 0"8' - 0"MB-01
MB-01
MB-01
MB-04
MB-01
MB-01
MB-01
4' - 0"1' - 6"4' - 0"1' - 6"4' - 0"8' - 0"8
8
A
B
D21 D23
SPED STAR II
D218
30' - 1 1/4"
S06B
F03D
S06B
F03D D218B
D218A
MB-04 30' - 1 3/4"A-6.06
12
A-5.60
10
SIM.
A-4.57
9
BL01A
CG-02
TYP AT ALL EXPOSED
GYP CHASE CORNERS
CG-02
6' - 6"4' - 0"1' - 6"4' - 0"1' - 6"4' - 0"MB-01
MB-01
MB-01
MB-01
MB-01
MB-01
TB-01TB-01 4' - 0"1' - 6"4' - 0"1' - 6"4' - 0"6' - 6"8
10' - 0" 1' - 10 183/256"
8
MB-04
E
F
C18 C20
A-4.57
7
8
C212B
C212A
F03D
F03D
MB-01
MB-03
MB-01
S06B
S06B
30' - 2"
S06B
A-6.06
12
A-5.60
10
SPED NECC
C212
CG-02CG-02
TYP AT ALL EXPOSED
GYP CHASE CORNERS
CG-02
MB-04
8
6' - 6"4' - 0"1' - 6"4' - 0"1' - 6"4' - 0"MB-01
MB-01
MB-01
8
E
F
C20 C22
A-4.57
17
18
15
16
A-6.06
2
C114BA
F03D
S06B
F03D S06B
F03D
8' - 4 1/2"11' - 1"30' - 1 3/4"12' - 2 1/2"TB-04
MB-04
MB-02TB-01
MB-01
TB-01
TB-03
C114A
CC STORAGE
C114B
SPED CC
C114
A-5.60
10
CG-02CG-02
TYP AT ALL EXPOSED
GYP CHASE CORNERS
CG-02
CG-02
CG-02
EQ EQ
TB-03MB-01
EQ EQ
4' - 0"3' - 0"2
A-5.51
1/2" REVEAL JOINT IN GWB
(09_2900.18)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
MARKER BOARD (SEE PLAN FOR
LENGTH, SEE SPEC FOR MOUNTING
REQUIREMENTS) (101100)
(10_1100.01)
WALL BASE, SEE FINISH SCHEDULE
(09_6513.07)
EQ2' - 0"6' - 0"2' - 0"EQ
TB-01 MB-02 TB-01
4' - 0"3' - 0"WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
1/2" REVEAL JOINT IN GWB
(09_2900.18)GYPSUM WALL BOARD, PAINTED
(09_2900.01)
HVAC DIFFUSER (SEE HVAC
DRAWINGS) (23_0000.04)
TACKBOARD (SEE PLAN FOR
LENGTH, SEE SPEC FOR BLOCKING
REQUIREMENTS) (101100)
(10_1100.02)4' - 0"3' - 0"MB-04
CL
WALL BASE, SEE FINISH SCHEDULE
(09_6513.07)
1/2" REVEAL JOINT IN GWB
(09_2900.18)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
TB-04
2' - 6"4' - 6"3' - 0"
2
A-5.51
1/2" REVEAL JOINT IN GWB
(09_2900.18)
WALL BASE, SEE FINISH SCHEDULE
(09_6513.07)
TACKBOARD (SEE PLAN FOR
LENGTH, SEE SPEC FOR BLOCKING
REQUIREMENTS) (101100)
(10_1100.02)8' - 0"FLUSH-MOUNTED METAL
CORNER GUARD, SEE DETAIL
(10_2600.02)
8
TB-03
4' - 0"3' - 0"BL01A
CONT. GWB REVEAL
2
A-5.51
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
4' - 0"6' - 0"2' - 0"4' - 0"1' - 6"4' - 0"
MB-01MB-01
8
MB-01 MB-03 MB-01
4' - 0"8' - 0"4' - 0"1' - 0"4' - 0"3' - 0"CONT. GWB REVEAL
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
MARKER BOARD (SEE
PLAN FOR LENGTH, SEE
SPEC FOR MOUNTING
REQUIREMENTS) (101100)
(10_1100.01)8' - 0"FLUSH-MOUNTED METAL
CORNER GUARD, SEE DETAIL
(10_2600.02)
FLUSH-MOUNTED METAL
CORNER GUARD, SEE DETAIL
(10_2600.02)
8
E
F
C20 C22
TYPE 1.1
9' -10" AFF
C114B
TYPE 1.4
11' -0" AFFTYPE 1.1
9' -10" AFF
C114
TYPE 1.4
7' -6" AFF
ALIGN
ALIGN
10' - 0" TYP
12' - 0" TYPALIGN
ALIGNLR4 LR4
LP4 LP8 LP8 LP8
LP8 LP8 LP8
CONT. RADIANT PANEL (ACTIVE AND
IN-ACTIVE) SEE M-SERIES
DRAWINGS (238235) (23_8235.01)
CONT. RADIANT PANEL (ACTIVE AND
IN-ACTIVE) SEE M-SERIES
DRAWINGS (238235) (23_8235.01)
7
A-5.41
3
A-5.41
4
A-5.41
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"3/1/2021 10:12:42 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-4.57
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
ENLARGED PLANS &
INT ELEVS - PART C & D
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11D
3 ENLARGED-D106 D108 SPED RESOURCE & SAILS
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
11 INT ELEV-D106 (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
12 INT ELEV-D106 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
13 INT ELEV-D106 (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
14 INT ELEV-D106 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11D
10 INT ELEV-D108 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11D
9 INT ELEV-D108 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12D
4 ENLARGED-D203 SPED BEH
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
2 ENLARGED-D218 SPED STAR II
SIM. SPED RESOURCE D116
SIM. SPED RESOURCE D206
SIM. SPED RESOURCE D216
SIM. SPED RESOURCE D116
SIM. SPED RESOURCE D206
SIM. SPED RESOURCE D216
SIM. SPED RESOURCE D116
SIM. SPED RESOURCE D206
SIM. SPED RESOURCE D216
SIM. SPED RESOURCE D116
SIM. SPED RESOURCE D206
SIM. SPED RESOURCE D216
SIM./OPP. SPED STAR II D114SIM. SPED RESOURCE D206, SPED SAILS D208 1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12C
1 ENLARGED-C212 SPED NECC
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
5 ENLARGED-C114 CRITICAL CARE
1/4" = 1'-0"
REFERENCING VIEW: 5/ A-4.57
16 INT ELEV-C114 (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 5/ A-4.57
15 INT ELEV-C114 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 5/ A-4.57
17 INT ELEV-C114 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 5/ A-4.57
18 INT ELEV-C114 (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.57
8 INT ELEV-C212 SPED NECC (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.57
7 INT ELEV-C212 SPED NECC (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.21C
6 ENLARGED RCP-C114 CC
2 2/12/21 ADDENDUM 2
8 3/1/21 ADDENDUM 8
1
A-3.26
22
A-6.05
21
A-6.05
EXT24 B133A
ARCHITECTURALLY EXPOSED
STRUCTURAL STEEL, PAINTED (SEE
STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION)
(05_1200.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
ACOUSTICAL CEILING TILE (ACT) (SEE
CEILING TYPES) (09_5113.01)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
HYDRONIC RADIANT
HEATING ELEMENT
(23_0000.12)
RB-03 TYP AT HOLD OPENS
3
ARCHITECTURALLY EXPOSED
STRUCTURAL STEEL, PAINTED (SEE
STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION)
(05_1200.01)
FULLY RECESSED FIRE
EXTINGUISHER CABINET
(10_4413.06)
EXT23
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
HYDRONIC RADIANT HEATING
ELEMENT (23_0000.12)
RB-03 TYP AT HOLD OPENS3
9
A-5.41
ACOUSTICAL CEILING TILE
(ACT) (SEE CEILING
TYPES) (09_5113.01)
7 1/2" THERMALLY
BROKEN IMPACT
RESISTANT CURTAINWALL
ASSEMBLY, REFER TO
ELEVATIONS & DETAILS
(08_4413.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
HYDRONIC RADIANT
HEATING ELEMENT
(23_0000.12)
RB-03 TYP AT HOLD OPENS3
EXT19
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
HYDRONIC RADIANT
HEATING ELEMENT
(23_0000.12)
RB-03 TYP AT HOLD OPENS
3
B101BA
ACOUSTICAL CEILING TILE (ACT)
(SEE CEILING TYPES) (09_5113.01)
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
FULLY RECESSED FIRE
EXTINGUISHER CABINET
(10_4413.06)
HYDRONIC RADIANT
HEATING ELEMENT
(23_0000.12)
RB-03 TYP AT
HOLD OPENS
3
ST-B1C
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
HYDRONIC RADIANT
HEATING ELEMENT
(23_0000.12)
RB-03 TYP AT HOLD OPENS
3
C100AA
ACOUSTICAL CEILING TILE (ACT) (SEE CEILING
TYPES)
H.M. FRAME, PAINTED (08_1113.13)
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
OPEN TO BEYOND
B200AA
B101CA
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
3
A-5.18
C200AB
OPEN TO BEYOND
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
3
A-5.55
C100BA
H.M. FRAME, PAINTED
(08_1113.13)
ACOUSTICAL CEILING TILE
(ACT) (SEE CEILING TYPES)
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
OPEN TO BEYOND
1
A-3.26
2
A-3.26
22
A-6.05
HYDRONIC RADIANT HEATING
ELEMENT (23_0000.12)
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
C200B
OPEN TO BEYOND
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
ARCHITECTURALLY EXPOSED
STRUCTURAL STEEL, PAINTED (SEE
STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION)
(05_1200.01)
HYDRONIC RADIANT
HEATING ELEMENT
(23_0000.12)
RB-03 TYP AT HOLD OPENS3
B200BA
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"2/19/2021 11:05:49 AMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-4.60
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
INTERIOR ELEVATIONS
- CORRIDORS - PART B
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
1 INTERIOR ELEVATION - B134 (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
3 INTERIOR ELEVATION - B134 (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
5 INTERIOR ELEVATION - B143 (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
7 INTERIOR ELEVATION - B143 (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
4 INT ELEV - B134 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12B
9 INTERIOR ELEVATION - B225 (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12B
11 INTERIOR ELEVATION - B225 (WEST)
3 2/18/21 ADDENDUM 3
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
6 INT ELEV - B143 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12A
12 INT ELEV-B225 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
8 INT ELEV - B143 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12B
10 INT ELEV-B225 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
2 INT ELEV-B134 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12B
13 INT ELEV - B208 (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12B
14 INT ELEV - B208 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12B
15 INT ELEV - B208 (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12B
16 INT ELEV - B208 (SOUTH)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
OPEN TO
CORRIDOR
BEYOND
SUSPENDED FELT BLADE CEILING SYSTEM
ACOUSTICAL CEILING TILE
(ACT) (SEE CEILING
TYPES) (09_5113.01)
ACOUSTICAL CEILING TILE
(ACT) (SEE CEILING
TYPES) (09_5113.01)/12A-4.619' - 0"9
A-5.60
A-5.60
8
PT-04/PT-05/PT-12
AF-1.20
1
LOCATION TBD BY ARCHITECT
FILLER PANEL AS NEEDED
LOCATION TBD BY ARCHITECT
FILLER PANEL AS NEEDED
C108A C110A
LOCATION TBD BY ARCHITECT
FILLER PANEL AS NEEDED
LOCATION TBD BY ARCHITECT
FILLER PANEL AS NEEDED
LOCATION TBD BY ARCHITECT
FILLER PANEL AS NEEDED FILLER PANEL AS NEEDED
LOCATION TBD BY ARCHITECT
FILLER PANEL AS NEEDED
C112A C114A
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
SOLID SURFACE PORTAL
SURROUND; REFER TO FINISH
LEGEND (06_4000.05)
SOLID SURFACE PORTAL
SURROUND; REFER TO FINISH
LEGEND (06_4000.05)
PRE-FINISHED METAL LOCKERS
(SEE A-5.80 FOR LOCKER TYPES)
(10_5113.01)
SOLID SURFACE PORTAL
SURROUND; REFER TO FINISH
LEGEND (06_4000.05)
PRE-FINISHED METAL
LOCKERS (SEE A-5.80 FOR
LOCKER TYPES)
(10_5113.01)
TILE STARTING POINT (09_0002.02)
22
A-5.41
RB-03 TYP AT LOCKERS
8
SOLID VENEER GRADE PLYWOOD. PLYWOOD
ENDS TO BE EXPOSED, SANDED AND EASED.
COLOR TO MATCH PL-01
OPEN TO
CORRIDOR
BEYOND
/13A-4.61PRE-FINISHED METAL
LOCKERS (SEE A-5.80 FOR
LOCKER TYPES)
(10_5113.01)
ACOUSTICAL CEILING TILE
(ACT) (SEE CEILING
TYPES) (09_5113.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
SUSPENDED FELT BLADE CEILING SYSTEM
PRE-FINISHED METAL
LOCKERS (SEE A-5.80 FOR
LOCKER TYPES)
(10_5113.01)
LOCATION TBD BY ARCHITECT
FILLER PANEL AS NEEDED
LOCATION TBD BY ARCHITECT
FILLER PANEL AS NEEDED TBD BY ARCHITECT
FILLER PANEL AS NEEDED
LOCATION TBD BY ARCHITECT
FILLER PANEL AS NEEDED
LOCATION TBD BY ARCHITECT
FILLER PANEL AS NEEDED
LOCATION TBD BY ARCHITECT
FILLER PANEL AS NEEDED
LOCATION TBD BY ARCHITECT
FILLER PANEL AS NEEDED
C106AC104AC102A
SOLID SURFACE PORTAL
SURROUND; REFER TO FINISH
LEGEND (06_4000.05)
SOLID SURFACE PORTAL
SURROUND; REFER TO FINISH
LEGEND (06_4000.05)
4
A-3.35
RB-03 TYP AT LOCKERS
8
SOLID VENEER GRADE PLYWOOD. PLYWOOD
ENDS TO BE EXPOSED, SANDED AND EASED.
COLOR TO MATCH PL-01
OPEN TO
FLEXIBLE
LEARING
OPEN TO
FLEXIBLE
LEARING
OPEN TO
CORRIDOR
BEYOND
INTERIOR HOLLOW METAL
BORROWED LIGHT (PAINTED
FRAME) (08_1113.03)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)/10A-4.6110
A-3.44
P-09
PT-04/PT-05/PT-12
TILE @ BACK WALL
C131AC132A C129B
LOCATION TBD BY ARCHITECT
FILLER PANEL AS NEEDED
LOCATION TBD BY ARCHITECT
FILLER PANEL AS NEEDED
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
PRE-FINISHED METAL LOCKERS
(SEE A-5.80 FOR LOCKER TYPES)
(10_5113.01)
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
TILE STARTING POINT (09_0002.02)
RB-03 TYP AT LOCKERS
OPEN TO
FLEXIBLE
LEARING
OPEN TO
FLEXIBLE LEARING
OPEN TO
CORRIDOR
BEYOND/11A-4.61GYPSUM WALL BOARD,
PAINTED (09_2900.01)SUSPENDED FELT BLADE CEILING SYSTEM
C118AC120AC126A
8"3' - 6"CL
CL
EQEQ
LOCATION TBD BY ARCHITECT
FILLER PANEL AS NEEDED
LOCATION TBD BY ARCHITECT
FILLER PANEL AS NEEDED
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
PRE-FINISHED METAL LOCKERS
(SEE A-5.80 FOR LOCKER TYPES)
(10_5113.01)
RB-03 TYP AT LOCKERS
OPEN TO
CORRIDOR
BEYOND
17
A-5.41
EQ6' - 0"EQ
MB-02 4' - 0"3' - 0"OPEN TO
CORRIDOR
BEYOND
SOLID-WOOD, GRILLE PANEL WALL
(09_5426.13.04)
MARKER BOARD (SEE PLAN FOR
LENGTH, SEE SPEC FOR MOUNTING
REQUIREMENTS) (101100)
(10_1100.01)
INTERIOR LIGHTING (SEE
ELEC. DRAWINGS)
(26_5110)
PB-01
INTERIOR HOLLOW METAL
BORROWED LIGHT
(PAINTED FRAME)
(08_1113.03)
C116A
9
A-5.20EXT33
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
TILE STARTING POINT
(09_0002.02)
CUSTOM MILLWORK BENCH
EXT32
CUSTOM PRINTED HIGH PRESSURE
LAMINATE SUPERGRAPHIC PANEL
(10_1423.03)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
5
A-5.668
OPEN TO
CORRIDOR
BEYOND
OPEN TO
CORRIDOR
BEYOND
EQ 6' - 0" EQ
MB-02
SOLID-WOOD, GRILLE PANEL WALL
(09_5426.13.04)
INTERIOR LIGHTING (SEE
ELEC. DRAWINGS)
(26_5110)
MARKER BOARD (SEE
PLAN FOR LENGTH, SEE
SPEC FOR MOUNTING
REQUIREMENTS) (101100)
(10_1100.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
PRE-FINISHED METAL
LOCKERS (SEE A-5.80 FOR
LOCKER TYPES)
(10_5113.01)
PB-01
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"3/1/2021 10:13:18 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-4.61
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
INTERIOR ELEVATIONS
- CORRIDORS - PART C
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
13 INTERIOR ELEVATION - CORRIDOR C100 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
12 INTERIOR ELEVATION - CORRIDOR C100 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
11 INTERIOR ELEVATION - CORRIDOR C100 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
10 INTERIOR ELEVATION - CORRIDOR C100 (SOUTH)
1/4" = 1'-0"6
INTERIOR ELEVATION - PROJECT AREA
C100A (EAST)
1/4" = 1'-0"7
INTERIOR ELEVATION - PROJECT AREA
C100A (WEST)
1/4" = 1'-0"8
INTERIOR ELEVATION - PROJECT AREA
C100D (EAST)
1/4" = 1'-0"9
INTERIOR ELEVATION - PROJECT AREA
C100D (WEST)
3 2/18/21 ADDENDUM 3
8 3/1/21 ADDENDUM 8
WALL/CEILING EXPANSION JOINT COVER
(07_9513.13.02)
WALL/CEILING EXPANSION JOINT COVER
(07_9513.13.02)ACOUSTICAL CEILING TILE
(ACT) (SEE CEILING
TYPES) (09_5113.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
C233A C235A
H.M. FRAME, PAINTED (08_1113.13)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
BL11
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
RB-03 TYP AT HOLD OPENS3
WALL/CEILING EXPANSION
JOINT COVER (07_9513.13.02)
ACOUSTICAL CEILING TILE
(ACT) (SEE CEILING TYPES)
(09_5113.01)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
H.M. FRAME, PAINTED (08_1113.13)
EXT37
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
RB-03 TYP AT HOLD OPENS
3
C136A C137A
WALL/CEILING EXPANSION
JOINT COVER
(07_9513.13.02)
ACOUSTICAL CEILING TILE
(ACT) (SEE CEILING
TYPES) (09_5113.01)
7 1/2" THERMALLY BROKEN IMPACT
RESISTANT CURTAINWALL
ASSEMBLY, REFER TO ELEVATIONS
& DETAILS (08_4413.01)INTERIOR HOLLOW METAL
BORROWED LIGHT (PAINTED
FRAME) (08_1113.03)GYPSUM WALL BOARD, PAINTED
(09_2900.01)
H.M. FRAME, PAINTED (08_1113.13)
BL11
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
FULLY RECESSED FIRE
EXTINGUISHER CABINET
(10_4413.06)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
RB-03 TYP AT HOLD OPENS3
3
WALL/CEILING EXPANSION JOINT
COVER (07_9513.13.02)
WALL/CEILING EXPANSION JOINT
COVER (07_9513.13.02)
ACOUSTICAL CEILING TILE (ACT)
(SEE CEILING TYPES) (09_5113.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
RB-03 TYP AT HOLD OPENS
3 3
C100CA
4
A-5.55WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
ACOUSTICAL CEILING TILE
(ACT) (SEE CEILING
TYPES) (09_5113.01)
H.M. FRAME, PAINTED
(08_1113.13)
2
A-3.35
D100AA
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)OPEN TO
BEYOND
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
ACOUSTICAL CEILING TILE
(ACT) (SEE CEILING
TYPES) (09_5113.01)
26
A-6.05
3
C125A
H.M. FRAME, PAINTED
(08_1113.13)
INTERIOR HOLLOW METAL
BORROWED LIGHT
(PAINTED FRAME)
(08_1113.03)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
ACOUSTICAL CEILING TILE
(ACT) (SEE CEILING
TYPES) (09_5113.01)
WALL/CEILING EXPANSION
JOINT COVER
(07_9513.13.02)
(BEYOND - REF. PLAN
FOR LOCATION)
BL11
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
RB-03 TYP AT
HOLD OPENS
3
EXT34
2' - 0"6"H.M. FRAME, PAINTED
(08_1113.13)
WALL/CEILING EXPANSION
JOINT COVER
(07_9513.13.02)
ACOUSTICAL CEILING TILE
(ACT) (SEE CEILING
TYPES) (09_5113.01)
7 1/2" THERMALLY
BROKEN IMPACT
RESISTANT CURTAINWALL
ASSEMBLY, REFER TO
ELEVATIONS & DETAILS
(08_4413.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
RB-03 TYP AT HOLD OPENS
3
3
A-5.56
WALL/CEILING EXPANSION
JOINT COVER
(07_9513.13.02)
H.M. FRAME, PAINTED (08_1113.13)
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
D100BA
OPEN TO
BEYOND
H.M. FRAME, PAINTED (08_1113.13)
09_5113.01
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
C100DA
H.M. FRAME, PAINTED
(08_1113.13)
ACOUSTICAL CEILING TILE
(ACT) (SEE CEILING
TYPES) (09_5113.01)
C200DA
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
H.M. FRAME, PAINTED
(08_1113.13)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
ACOUSTICAL CEILING TILE
(ACT) (SEE CEILING
TYPES) (09_5113.01)
WALL/CEILING EXPANSION
JOINT COVER
(07_9513.13.02)
D200BA
OPEN TO
BEYOND
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
ACOUSTICAL CEILING TILE
(ACT) (SEE CEILING
TYPES) (09_5113.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
INTERIOR HOLLOW METAL
BORROWED LIGHT
(PAINTED FRAME)
(08_1113.03)
H.M. FRAME, PAINTED (08_1113.13)
C225A BL11
FULLY RECESSED FIRE
EXTINGUISHER CABINET
(10_4413.06)
RB-03 TYP AT
HOLD OPENS
3
2
A-3.35
ACOUSTICAL CEILING TILE
(ACT) (SEE CEILING
TYPES) (09_5113.01)
H.M. FRAME, PAINTED
(08_1113.13)
D200AA
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
26
A-6.05
ACOUSTICAL CEILING TILE
(ACT) (SEE CEILING
TYPES) (09_5113.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
H.M. FRAME, PAINTED
(08_1113.13)
C200CA
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
ACOUSTICAL CEILING TILE
(ACT) (SEE CEILING
TYPES) (09_5113.01)
WALL/CEILING EXPANSION
JOINT COVER
(07_9513.13.02)
H.M. FRAME, PAINTED
(08_1113.13)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
WALL/CEILING EXPANSION
JOINT COVER
(07_9513.13.02)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
RB-03 TYP AT HOLD OPENS
3
E
C16
3
A-3.26
9' - 6 19/64"
EXT36
C136A
A-5.18
6
VEST
C138
A-5.18
7
OPP.
WIXON COURTYARD
CRT-2
C23
S06B
S06B
A-4.62
20
1921
22+28.20 ft
E
C16
D.7
2' - 6"2' - 6"2' - 6"TYPE 2.2
10' -4 3/4" AFF
C138
RC RC
RCRC
GYPSUM CEILING BOARD,
PAINTED (09_2900.03)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
7 1/2" THERMALLY
BROKEN IMPACT
RESISTANT CURTAINWALL
ASSEMBLY, REFER TO
ELEVATIONS & DETAILS
(08_4413.01)
C136A
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
3
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
7 1/2" THERMALLY
BROKEN IMPACT
RESISTANT CURTAINWALL
ASSEMBLY, REFER TO
ELEVATIONS & DETAILS
(08_4413.01)
GYPSUM CEILING BOARD,
PAINTED (09_2900.03)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
3
3
A-3.26
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
EXT36
GYPSUM CEILING BOARD,
PAINTED (09_2900.03)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
7 1/2" THERMALLY
BROKEN IMPACT
RESISTANT CURTAINWALL
ASSEMBLY, REFER TO
ELEVATIONS & DETAILS
(08_4413.01)
3
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"2/19/2021 11:07:16 AMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-4.62
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
INTERIOR ELEVATIONS
- CORRIDORS - PART C
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12C
5 INTERIOR ELEVATION - CORR. C234 (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
3 INTERIOR ELEVATION - CORR. C136 (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
1 INTERIOR ELEVATION - CORR. C136 (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12C
7 INTERIOR ELEVATION - CORR. C234 (EAST)
1/4" = 1'-0"10
INTERIOR ELEVATION -
CORR. C234 (SOUTH)
1/4" = 1'-0"12
INTERIOR ELEVATION -
CORR. C234 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
11 INTERIOR ELEVATION - CORR. C124 (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
9 INTERIOR ELEVATION - CORR. C124 (WEST)
1/4" = 1'-0"4
INTERIOR ELEVATION -
CORR. C136 (NORTH)
1/4" = 1'-0"2
INTERIOR ELEVATION -
CORR. C136 (SOUTH)
1/4" = 1'-0"6
INTERIOR ELEVATION -
CORR. C234 (SOUTH)
1/4" = 1'-0"8
INTERIOR ELEVATION -
CORR. C234 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12C
15 INTERIOR ELEVATION - CORR. C224 (EAST)
1/4" = 1'-0"16
INTERIOR ELEVATION -
CORR. C224 (NORTH)
1/4" = 1'-0"14
INTERIOR ELEVATION -
CORR. C224 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12C
13 INTERIOR ELEVATION - CORR. C224 (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
17 ENLARGED PLAN - VEST. C138
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.21C
18 ENLARGED RCP - VEST. C138
1/4" = 1'-0"19
INTERIOR ELEVATION -
VEST. C138 (EAST)
1/4" = 1'-0"
REFERENCING VIEW: 17/ A-4.62
20 INT ELEV-C138 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 17/ A-4.62
21 INT ELEV-C138 (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 17/ A-4.62
22 INT ELEV-C138 (SOUTH)
3 2/18/21 ADDENDUM 3
OPEN TO FLEXIBLE LEARINGOPEN TO FLEXIBLE LEARING
OPEN TO
CORRIDOR
BEYOND
GYPSUM WALL BOARD,
PAINTED (09_2900.01)/2A-4.63INTERIOR ELEV
CONTINUED, SEE
REFERENCED DETAIL
ACOUSTICAL CEILING TILE (ACT)
(SEE CEILING TYPES) (09_5113.01)
C133A C134A
TILE STARTING POINT
(09_0002.02)
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
SOLID-WOOD, GRILLE PANEL
CEILING (09_5426.13.03)
4
A-5.66
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
OPEN TO FLEXIBLE LEARING
OPEN TO
CORRIDOR
BEYOND OPEN TO FLEXIBLE LEARING
INTERIOR ELEV
CONTINUED, SEE
REFERENCED DETAIL /1A-4.63ACOUSTICAL CEILING TILE
(ACT) (SEE CEILING
TYPES) (09_5113.01)18
A-5.41
9
A-5.20
PT-04/PT-05/PT-12
TILE @ BACK WALL
C128A C129A
SOLID-WOOD, GRILLE PANEL WALL
(09_5426.13.04)
SEMI-RECESSED FIRE
EXTINGUISHER CABINET
(10_4413.02)
SOLID-WOOD, GRILLE PANEL
CEILING (09_5426.13.03)
SOLID-WOOD, GRILLE PANEL WALL
(09_5426.13.04)
TILE STARTING POINT (09_0002.02)
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
OPEN TO
CORRIDOR
BEYOND
ACOUSTICAL CEILING TILE
(ACT) (SEE CEILING
TYPES) (09_5113.01)/4A-4.63SUSPENDED FELT BLADE CEILING SYSTEM
C117AC119A C115A C113A C111A
SOLID SURFACE PORTAL
SURROUND; REFER TO FINISH
LEGEND (06_4000.05)
SOLID SURFACE PORTAL
SURROUND; REFER TO FINISH
LEGEND (06_4000.05)
SOLID SURFACE PORTAL
SURROUND; REFER TO FINISH
LEGEND (06_4000.05)
FULLY RECESSED FIRE
EXTINGUISHER CABINET
(10_4413.06)
4
A-5.66
TB-07
8' - 0"2' - 6"TB-07
8' - 0"
8
2" RECESSED TACKABLE
DISPLAY SURFACE
2" RECESSED TACKABLE
DISPLAY SURFACE8 SOLID VENEER GRADE PLYWOOD.
PLYWOOD ENDS TO BE EXPOSED,
SANDED AND EASED. COLOR TO MATCH
PL-01
2
A-5.70
OPEN TO
CORRIDOR
BEYOND
GYPSUM WALL BOARD,
PAINTED (09_2900.01)/3A-4.63SUSPENDED FELT BLADE CEILING SYSTEM
C109A C107A C105A C103A C101A
PT-04/PT-05/PT-12
TILE STARTING POINT (09_0002.02)
SOLID SURFACE PORTAL
SURROUND; REFER TO FINISH
LEGEND (06_4000.05)
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
SOLID SURFACE PORTAL
SURROUND; REFER TO FINISH
LEGEND (06_4000.05)
SOLID SURFACE PORTAL
SURROUND; REFER TO FINISH
LEGEND (06_4000.05)
3
A-3.35
2" RECESSED TACKABLE
DISPLAY SURFACE
8' - 0"8' - 0"
TB-07
8
8' - 0"
2" RECESSED TACKABLE
DISPLAY SURFACE
TB-07
8
2' - 6"SOLID VENEER GRADE PLYWOOD.
PLYWOOD ENDS TO BE EXPOSED,
SANDED AND EASED. COLOR TO
MATCH PL-01
2
A-5.70
OPEN TO
CORRIDOR
BEYOND
OPEN TO
CORRIDOR
BEYOND
APPROXIMATE LOCATION AND EXTENTS
OF SUPER GRAPHIC WALL COVERING
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
LASER CUT
SUPERGRAPHIC
(10_1423.04)
ACOUSTICAL CEILING TILE
(ACT) (SEE CEILING
TYPES) (09_5113.01)
LASER CUT SUPERGRAPHIC
(10_1423.04)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
ACOUSTICAL CEILING TILE (ACT)
(SEE CEILING TYPES) (09_5113.01)
C100A
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
ACOUSTICAL CEILING TILE
(ACT) (SEE CEILING
TYPES) (09_5113.01)
3' - 7" CLR.3' - 7" CLR.BUILT IN TRASH AND RECYCLING
STATION W/ 2 DOOR BASE CABINET
OPEN TO
CORRIDOR
BEYOND
OPEN TO
CORRIDOR
BEYONDC123A
4
A-5.55 OPEN TO
BEYOND
OPEN TO
BEYOND
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
CUSTOM PRINTED HIGH PRESSURE
LAMINATE SUPERGRAPHIC PANEL
(10_1423.03)
CUSTOM PRINTED HIGH PRESSURE
LAMINATE SUPERGRAPHIC PANEL
(10_1423.03)
ALIGN BOTTLE FILLER WITH TOP OF TILE
RB-03 TYP AT HOLD OPENS
C100C 4
A-5.55
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
LASER CUT SUPERGRAPHIC
(10_1423.04)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
RB-03 TYP AT HOLD OPENS
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"3/1/2021 10:13:47 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-4.63
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
INTERIOR ELEVATIONS
- CORRIDORS - PART C
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
1 INTERIOR ELEVATION - CORRIDOR C100 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
2 INTERIOR ELEVATION - CORRIDOR C100 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
3 INTERIOR ELEVATION - CORRIDOR C100 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
4 INTERIOR ELEVATION - CORRIDOR C100 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
6 INTERIOR ELEVATION - CORRIDOR C139/C100 (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
5 INT ELEV-C139/C100 (EAST)
1/4" = 1'-0"7 INT ELEV-C139 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
8 INTERIOR ELEVATION - CORRIDOR C141 (EAST)
1/4" = 1'-0"9 INT ELEV-C141 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
10 INT ELEV-C141 CORR (WEST)
2 2/12/21 ADDENDUM 2
3 2/18/21 ADDENDUM 3
8 3/1/21 ADDENDUM 8
ELEV CONT'D
OPEN TO
FLEXIBLE
LEARING
OPEN TO
CORRIDOR
BEYOND
OPEN TO
FLEXIBLE LEARINGOPEN TO
CORRIDOR
BEYOND/10A-4.64SOLID-WOOD, GRILLE PANEL
CEILING (09_5426.13.03)
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
SOLID-WOOD, GRILLE PANEL
CEILING (09_5426.13.03)
ELEV CONT'D
OPEN TO
CORRIDOR
BEYOND OPEN TO
FLEXIBLE
LEARING /11A-4.64D117A D121A
OPEN TO
FLEXIBLE
LEARING
PT-08/PT-09/PT-12
TILE @ BACK WALL
TILE STARTING POINT (09_0002.02)
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
ELEV CONT'D
OPEN TO
CORRIDOR
BEYOND
/8A-4.64D113A D111A D109A D107A D105A
SOLID SURFACE PORTAL
SURROUND; REFER TO FINISH
LEGEND (06_4000.05)
SOLID SURFACE PORTAL
SURROUND; REFER TO FINISH
LEGEND (06_4000.05)
FULLY RECESSED FIRE
EXTINGUISHER CABINET
(10_4413.06)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)SOLID SURFACE PORTAL
SURROUND; REFER TO FINISH
LEGEND (06_4000.05)
FULLY RECESSED FIRE
EXTINGUISHER CABINET
(10_4413.06)
SOLID SURFACE PORTAL
SURROUND; REFER TO FINISH
LEGEND (06_4000.05)
SOLID SURFACE PORTAL
SURROUND; REFER TO FINISH
LEGEND (06_4000.05)
TB-07 TB-07 TB-07 TB-07
8' - 0"8' - 0"
11' - 0"11' - 0"2' - 6"2" RECESSED TACKABLE
DISPLAY SURFACE
2" RECESSED TACKABLE
DISPLAY SURFACE
2" RECESSED TACKABLE
DISPLAY SURFACE
8
SOLID VENEER GRADE PLYWOOD. PLYWOOD
ENDS TO BE EXPOSED, SANDED AND EASED.
COLOR TO MATCH PL-01
2
A-5.70
ELEV CONT'D
OPEN TO
CORRIDOR
BEYOND/9A-4.64D107A D105A D103A D101A
PT-08/PT/09/PT-12
TILE STARTING POINT (09_0002.02)
SOLID SURFACE PORTAL
SURROUND; REFER TO FINISH
LEGEND (06_4000.05)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
SOLID SURFACE PORTAL
SURROUND; REFER TO FINISH
LEGEND (06_4000.05)
SOLID SURFACE PORTAL
SURROUND; REFER TO FINISH
LEGEND (06_4000.05)
SOLID SURFACE PORTAL
SURROUND; REFER TO FINISH
LEGEND (06_4000.05)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
8' - 0"8' - 0"
2" RECESSED TACKABLE
DISPLAY SURFACE
TB-07 TB-07
2" RECESSED TACKABLE
DISPLAY SURFACE
8
SOLID VENEER GRADE PLYWOOD. PLYWOOD
ENDS TO BE EXPOSED, SANDED AND EASED.
COLOR TO MATCH PL-01
2
A-5.70
OPEN TO
CORRIDOR
BEYOND
OPEN TO
CORRIDOR
BEYOND
EQ6' - 0"EQ
MB-02 4' - 0"3' - 0"W-01. TYP
SOLID-WOOD, GRILLE PANEL WALL
(09_5426.13.04)
INTERIOR LIGHTING (SEE ELEC.
DRAWINGS) (26_5110)
MARKER BOARD (SEE PLAN FOR
LENGTH, SEE SPEC FOR MOUNTING
REQUIREMENTS) (101100)
(10_1100.01)
PB-01
D115A
PT-12
EXT39
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
TILE STARTING POINT (09_0002.02)
D134A
PT-12
EXT38
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
FULLY RECESSED FIRE
EXTINGUISHER CABINET
(10_4413.06)
TILE STARTING POINT (09_0002.02)
OPEN TO
CORRIDOR
BEYOND
OPEN TO
CORRIDOR
BEYOND
MB-02
W-01.TYP
SOLID-WOOD, GRILLE PANEL WALL
(09_5426.13.04)
INTERIOR LIGHTING (SEE ELEC.
DRAWINGS) (26_5110)
MARKER BOARD (SEE PLAN FOR
LENGTH, SEE SPEC FOR MOUNTING
REQUIREMENTS) (101100)
(10_1100.01)
PB-01
9' - 0"OPEN TO
CORRIDOR
BEYOND
OPEN TO
CORRIDOR
BEYOND
LASER CUT SUPERGRAPHIC
(10_1423.04)
ACOUSTICAL CEILING TILE (ACT)
(SEE CEILING TYPES) (09_5113.01)
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)PLASTIC LAMINATE ACCENT PORTAL,
REFER TO A-5.60 FOR DETAIL
(06_4000.06)
CUSTOM PRINTED HIGH PRESSURE
LAMINATE SUPERGRAPHIC PANEL
(10_1423.03)
CUSTOM PRINTED HIGH PRESSURE
LAMINATE SUPERGRAPHIC PANEL
(10_1423.03)
ALIGN BOTTLE FILLER WITH TOP OF TILE
D100B 3
A-5.56
H.M. FRAME, PAINTED
(08_1113.13)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
D131A
OPEN TO
CORRIDOR
BEYOND
OPEN TO
CORRIDOR
BEYOND
OPEN TO
BEYOND
OPEN TO
BEYOND
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
RB-03 TYP AT HOLD OPENS
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"3/1/2021 10:14:21 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-4.64
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
INTERIOR ELEVATIONS
- CORRIDORS - PART D
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
11 INTERIOR ELEVATION - CORRIDOR D100 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11D
10 INTERIOR ELEVATION - CORRIDOR D100 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
9 INTERIOR ELEVATION - CORRIDOR D100 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11D
8 INTERIOR ELEVATION - CORRIDOR D100 (SOUTH)
1/4" = 1'-0"4
INTERIOR ELEVATION -
PROJ AREA D100A (EAST)
1/4" = 1'-0"5
INTERIOR ELEVATION -
PROJ AREA D100A (WEST)
1/4" = 1'-0"6
INTERIOR ELEVATION -
PROJ AREA D100D (EAST)
1/4" = 1'-0"7
INTERIOR ELEVATION -
PROJ AREA D100D (WEST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11D
3 INTERIOR ELEVATION - CORRIDOR D136 (EAST)
1/4" = 1'-0"2
INTERIOR ELEVATION -
CORRIDOR D136 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11D
1 INTERIOR ELEVATION - CORRIDOR D136 (WEST)
2 2/12/21 ADDENDUM 2
3 2/18/21 ADDENDUM 3
8 3/1/21 ADDENDUM 8
EXT
CONT'D
PRE-FINISHED METAL
LOCKERS (SEE A-5.80 FOR
LOCKER TYPES)
(10_5113.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
ACOUSTICAL CEILING TILE
(ACT) (SEE CEILING
TYPES) (09_5113.01)/3A-4.65D112A D114A D116A D118A D120A
PT-08/PT-09/PT-12
LOCATION TBD BY ARCHITECT
FILLER PANEL AS NEEDED
LOCATION TBD BY ARCHITECT
FILLER PANEL AS NEEDED
LOCATION TBD BY ARCHITECT
FILLER PANEL AS NEEDED
LOCATION TBD BY ARCHITECT
FILLER PANEL AS NEEDED
TILE STARTING POINT (09_0002.02)
SOLID SURFACE PORTAL
SURROUND; REFER TO FINISH
LEGEND (06_4000.05)
SOLID SURFACE PORTAL
SURROUND; REFER TO FINISH
LEGEND (06_4000.05)
PRE-FINISHED METAL LOCKERS
(SEE A-5.80 FOR LOCKER TYPES)
(10_5113.01)
SOLID SURFACE PORTAL
SURROUND; REFER TO FINISH
LEGEND (06_4000.05)
CUSTOM PRINTED HIGH PRESSURE
LAMINATE SUPERGRAPHIC PANEL
(10_1423.03)
SOLID SURFACE PORTAL
SURROUND; REFER TO FINISH
LEGEND (06_4000.05)
PRE-FINISHED METAL LOCKERS
(SEE A-5.80 FOR LOCKER TYPES)
(10_5113.01)
PB-01
3 RB-03 TYP AT LOCKERS
3
ELEV CONT'D /4A-4.65D102A D104A D106A D108A D110A
LOCATION TBD BY ARCHITECT
FILLER PANEL AS NEEDED
LOCATION TBD BY ARCHITECT
FILLER PANEL AS NEEDED
LOCATION TBD BY ARCHITECT
FILLER PANEL AS NEEDEDLOCATION TBD BY ARCHITECT
FILLER PANEL AS NEEDED
LOCATION TBD BY ARCHITECT
FILLER PANEL AS NEEDED
SOLID SURFACE PORTAL
SURROUND; REFER TO FINISH
LEGEND (06_4000.05)
SOLID SURFACE PORTAL
SURROUND; REFER TO FINISH
LEGEND (06_4000.05)
CUSTOM PRINTED HIGH PRESSURE
LAMINATE SUPERGRAPHIC PANEL
(10_1423.03)
SOLID SURFACE PORTAL
SURROUND; REFER TO FINISH
LEGEND (06_4000.05)
PB-01
3
RB-03 TYP AT LOCKERS3
ELEV CONT'D /1A-4.65D133A D132A D128A
OPEN TO FLEXIBLE LEARING
OPEN TO
CORRIDOR
BEYOND OPEN TO FLEXIBLE LEARING
PT-08/PT-09/PT-12
TILE @ BACK WALL
SOLID-WOOD, GRILLE PANEL
CEILING (09_5426.13.03)
SOLID-WOOD, GRILLE PANEL WALL
(09_5426.13.04)WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
TILE STARTING POINT (09_0002.02)
ELEV CONT'D/2A-4.65D125A D122A D119AD124A
1
A-3.13
D126AD137A
OPEN TO FLEXIBLE LEARING OPEN TO
CORRIDOR
BEYOND
OPEN TO FLEXIBLE LEARING
SOLID-WOOD, GRILLE PANEL
CEILING (09_5426.13.03)
SOLID-WOOD, GRILLE PANEL WALL
(09_5426.13.04)
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
SOLID-WOOD, GRILLE PANEL
CEILING (09_5426.13.03)
SOLID-WOOD, GRILLE PANEL WALL
(09_5426.13.04)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"2/19/2021 11:08:36 AMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-4.65
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
INTERIOR ELEVATIONS
- CORRIDORS - PART D
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11D
4 INTERIOR ELEVATION - CORRIDOR D100 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11D
3 INTERIOR ELEVATION - CORRIDOR D100 (NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11D
2 INTERIOR ELEVATION - CORRIDOR D100 (SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11D
1 INTERIOR ELEVATION - CORRIDOR D100 (SOUTH)
3 2/18/21 ADDENDUM 3
B.O. MUSIC WING ROOF
+50' -0 3/8"
STEEL DECKING: 05_3100
APPLIED FIREPROOFING: 07_8100
CONTINUOUS FIRE TREATED
WD BLOCKING LAGGED TO
WALL STRUCTURE : 06_1000
COUNTER - FLASHING CLEAT : 07_6200
TWO PIECE METAL BASE FLASHING
AND COUNTER- FLASHING : 07_6200
REINFORCED PVC VERTICAL FLASHING
SET IN BONDING ADHESIVE: 07_5419
CONTINUOUS ROOF VAPOR
RETARDER [07_2519]--TURN
UP AND CARRY ABOVE
DRAINAGE PLANE
CARRY SELF ADHERED WRM
[07_2715] OVER METAL
FLASHING TERMINATION:
MECHANICAL FASTENERS FOR
METAL FLASHING: 07_6200
EDGE SEALANT: 07_5419
SEAM FASTENING PLATE: 07_5419
COVER BOARD OVER 3" RIGID
INSULATION (BY ROOFING
SUBCONTRACTOR): 07_5419
CONTIN. AIR BARRIER TAPE OVER
BLOCKING: 07_2715
20 GAUGE 1" ZEE CLIPS FASTENED TO BEAM AT
16" O.C.: 07_8100
ACOUSTICAL PANEL; SEE
INTERIOR ELEVS.
CONCEALED ACOUSTICAL SEALANT
JOINT (07_9219.02)
6" COLD FORMED CHANNELS
AT RADIUSED AUDITORIUM
EAST WALL
A14
T.O.AUDITORIUM ROOF DECK
+60' -8 3/8"
EWA-2 TO TOP OF BLCKG3' - 2 1/2"3 1/2"A-5.01
14
SIMILAR
F.O. SHEATHING
DIST. VARIES
APPLIED FIREPROOFING:
07_8100 (SEE
STRUCTURAL DWGS FOR
EXACT LIMITS)
EDGE ANGLE [05_1200]; SEE
STRUCTURAL DETAILS
CARRY FURRING PARTITION
INCL. GWB UP TO
STRUCTURAL DECK AND
SCRIBE AROUND
INTERSECTING BEAMS
COLD FORMED METAL CLIPS [05_4000]
AT EACH C.F. CHANNEL, SLOTTED TO
ALLOW FOR DIFFERENTIAL
MOVEMENT, ATTACHED TO DECK
ANGLE
BRAKE METAL SUPPORTS FOR BATTS
(BETWEEN STUDS): 07_2100
T.O. BLOCKING
63' 10 7/8"
6" CF CHANNELS AT RADIUSED
AUDITORIUM EAST WALL
FIRST FLOOR
+28' -2 3/8"
W
CONTINUOUS UNDER-SLAB VAPOR RETARD-
ER [07_2616.13] --TURN UP FOR AVB TIE IN.
PORTLAND CEMENT
CONC. PAVING: 32_1313
CONTINUOUS METAL THRU-
WALL FLASHING: 04_4200
3" EXTRUDED POLYSTYRENE
INSULATION: 07_2100
1' - 4 1/4"
EXPANDABLE
FILLER: 32_1313
BITUMINOUS DAMPPROOFING :
07_1113
PRECAST CONC. BASE [04_2000]
ATTACHED TO STRUCT. WITH STONE
ANCHORS
CONC FOUNDATION: 03_3000
CONTIN. AIR BARRIER
TAPE: 07_2715
MECHANICAL FASTENERS FOR
METAL FLASHING: 07_6200
CONTIN. P.T. BLOCKING
SEALANT [07_9200]IN
VERTICAL PCC JOINTS
6" MINERAL WOOL
INSULATION : 04_2000
CONTIN. MORTAR NET: 04_2000
CELL VENT WEEPS [04
_2000], 24" O.C.
3" HIGH DENSITY RIGID
INSULATION: 07_2100
3" FOIL-FACED POLYISOCYANURATE
INSULATION: 07_2100;SEQUENCED
AFTER SHEATHING AND AVB TIE-IN
LAP WALL AWB OVER SLAB VAPOR
BARRIER AND TAPE SEAM WITH AIR
BARRIER TAPE [07_2715]
PLASTIC SHIMS: 04_2000
TIE WRM TO FOIL-FACED INSUL. WITH
CONTINOUS WRM STRIPPING [07_2715]
CONTINOUS WRM STRIPPING [07_
2715] AT JOINT WITH FOUNDATION.
GROUT SOLID 9"1' - 4 1/4"1' - 3"5 7/64"8 1/2"DRAINAGE BOARD: 07_2100 8"10 C + 10 J2' - 2 5/8"A-6.06
1
CONTINUOUS 1/8" THICK STEEL BENT
PLATE [05_5000] FASTENED TO CFMF,
SEE STUCTURAL DETAIL
METAL SILL FLASHING [04_2000],
WITH WELDED END DAMS AND
HEMMED DRIP STRIP THE BENT PLATE
INTO THE WRM USING AIR
BARRIER TAPE [07_2715]
A2
B.O. MUSIC WING ROOF
+50' -0 3/8"
EWA-2
A-5.01
14 SIMILAR
DEFLECTION HEAD: 05_4000
HORIZONTAL EXPANSION JOINT [07_
9219]: TYP AT ALL DEFL. HEADS
SECOND FLOOR
+41' -6 3/8"
A-6.06
1SIMILAR
A-6.06
11
CELL VENT WEEPS [04_2000] AT 24" O.C.,
TO VENTILATE CAVITY
CONTINUOUS 1/8" THICK STEEL BENT
PLATE [05_5000] FASTENED TO CFMF,
SEE STUCTURAL DETAIL
METAL SILL FLASHING [04_2000],
WITH WELDED END DAMS AND
HEMMED DRIP
MECHANICAL
FASTENERS FOR METAL
FLASHING: 07_6200,
ATTACH TO CFMFTERMINATE WRM AT UNDERSIDE
OF BENT PLATE 4 7/8"W
B.O. MUSIC WING ROOF
+50' -0 3/8"
EWA-2
APPLIED FIREPROOFING [07_8100] --
SEE CODE SHEETS FOR LOCATIONS T.O. BLCKG2' - 7". 3 1/2"REINFORCED PVC PARAPET FLASHING
SET IN BONDING ADHESIVE: 07_5419
EDGE SEALANT: 07_5419
SEAM FASTENING PLATE:
07_5419
CONTINUOUS FIRE TREATED
BLOCKING: 06_1000
BRAKE METAL SUPPORT
1" Z-GIRTS, STRIPPED INTO PARAPET FLASHING
WITH COMPATIBLE FLASHING TAPE
PVC PARAPET FLASHING [07_5419]INTERFACING
WITH ROOF VAPOR RETARDER --TERMINATE V.B.
JUST ABOVE TOP OF INSULATION
SLOPED HAT CHANNELS
COMPOSITE FRAMING SUPPORT
SYSTEM: 06_7100
WRAP AIR AND WEATHER
BARRIER (AWB) ONTO TOP OF
BLOCKING TO INTERFACE WITH
PVC PARAPET FLASHING
COMPOSITE METAL PANEL
FOLDS OVER TO CREATE
COPING - CONTINUOUS WITH
WALL PANELS BELOW: 07 4213.23
SELF-ADHERING WEATHER
RESISTANT MEMRANE: 07_2715
CARRY PVC PARAPET FLASHING [07
_5419] OVER PARAPET AND ON TO
FACE OF WALL SHEATHING
SELF ADHERING ROOF VAPOR
RETARDER: 07_5419
8" FIBERGLASS INSULATION
BETWEEN LGM CHANNELS:
07_2100
3/4" EXTERIOR-GRADE PLYWOOD
PARAPET SHEATHING: 06_1600
6" MINERAL WOOL INSULATION:
06_7100
GLASS-MAT GYPSUM SHEATHING:
06_1600
EDGE ANGLE [05_1200]; SEE
STRUCTURAL DETAILS
8" COLD FORMED CHANNELS AT
16" O.C., BRACED TO STRUCTURE
WITH COLD FORMED CLIP ANGLES;
SEE DELEGATED DESIGN REQS IN
05_4000
DEFLECTION HEAD: 05_4000
HORIZONTAL EXPANSION JOINT [07_
9219]: TYP AT ALL DEFL. HEADS
1 7/8"
T.O. BLOCKING
50.61'
BEND IN PANEL
A2
EWA-2D
METAL COMPOSITE
MATERIAL WALL PANELS:
07_4213.23
APPLIED FIREPROOFING:
07_8100
MCM PANEL 'SURROUND'
SEALED AT ALL SCREEN
SUPPORT MEMBERS:
07_4213.23
FLASH ALL OUTRIGGER PENETRATIONS
WITH WRM STRIPPING [07_2715] AND
COMPATIBLE SEALANT
STEEL HSS
FRAME: 05_1200
HUNG HSS LINTEL [05_1200] -- SEE
STRUCTURAL DETAILS
OUTRIGGERS FOR LATERAL
SUPPORT: 05_1200
SPRAYED FOAM INSULATION
07_2100
MULTI-LEAF VERTICAL LIFT DOOR: 08_3619
3/4" PLYWOOD BLOCKING [06_1000] TO
SUPPORT SHEATHING
4 1/4"
DEFLECTION HEAD
05_4000
TO C.L.5 1/2"2"3"7 3/8"METAL THRU-WALL FLASHING:
07_6200
CONTIN. AIR BARRIER
TAPE: 07_2715
MECHANICAL FASTENERS FOR
METAL FLASHING: 07_6200
CFS SYSTEM WITH 6" MINERAL
WOOL INSULATION : 06_7100
A-6.03
22
HORIZONTAL EXPANSION JOINT
[07_9219]: TYP AT ALL DEFL.
HEADS
EWA-2
10 INCH CF CHANNELS (AT NORTH WALL)
FIRST FLOOR
+28' -2 3/8"
A2
3" HIGH-DENSITY RIGID
INSULATION: 07_2100
CONTROLLED
ENGINEERED FILL (SEE
STRUCTURAL)
STAGE FLOOR
ASSEMBLY: SEE FINISH
SCHEDULE
5 57/256"
WOOD DECKING:06_
2013 (SEE L.A.
DETAILS)
5" SLAB ON GRADE:
03_3000
3" HIGH DENSITY RIGID
INSULATION:07_2100
MULTI-LEAF VERTICAL
LIFT DOOR:08_3619
HEAVY DUTY ALUM.
THRESHOLD
1' - 4"
6"
3 199/256"
B13
COMPOSITE METAL PANEL FOLDS
OVER TO CREATE COPING -
CONTINUOUS WITH WALL PANELS
BELOW: 07 4213.23
REINFORCED PVC PARAPET
FLASHING SET IN BONDING
ADHESIVE: 07_5419
SEAM FASTENING PLATE:
07_5419
CONTINUOUS FIRE TREATED
BLOCKING: 06_1000
1" Z-GIRTS, STRIPPED INTO
PARAPET FLASHING WITH
COMPATIBLE FLASHING TAPE:
WRAP WEATHER RESISTIVE
MEMBRANE (WRM) ONTO TOP OF
BLOCKING TO INTERFACE WITH
PVC PARAPET FLASHING
CARRY PVC PARAPET FLASHING
OVER PARAPET AND ON TO
FACE OF SHEATHING (07_5419)
SELF ADHERING ROOF
VAPOR BARRIER: 07_5419
CFS AND 6" MINERAL WOOL
INSULATION: 06_7100
3/4" EXTERIOR-GRADE
PLYWD SHEATHING: 06_1000
BRAKE METAL SUPPORT
8" COLD FORMED STEEL CHANNELS AT 16" O.C.,
EACH MEMBER BRACED TO STRUCTURE WITH
COLD FORMED CLIPS ; SEE DELEGATED DESIGN
REQS IN 05_4000TOP OF BLCKG1' - 1 3/8"P.LAM OVER 1" HDF OVER 3/4"
PLYWOOD SUBSTRATE OVER 1
1/2" STEEL DECK
FIRE
TREATED
WD CURB
WITH
STUDS AT
16" O.C. :
06_1000
REINFORCED PVC VERTICAL
FLASHING SET IN BONDING
ADHESIVE: 07_5419
COVER BOARD OVER 3" RIGID
INSULATION (BY ROOFING
SUBCONTRACTOR): 07_5419
APPLIED FIREPROOFING :07_
8100
1' - 8 3/8"
METAL BASE
FLASHING AND
COUNTERFLASHING:
07_6200; FLASHING
GLAZED IN TO CW
POCKET
SELF ADHERING ROOF
VAPOR BARRIER: 07_5419
STEEL HSS COLUMN
(BEYOND) WITH
INTUMESCENT
FIREPROOFING: 07_8123
4 3/8"
BENT WALL REINF. PLATES AT
48" O.C.--SEE STRUCTURAL
DETAIL
GLAZED IN PREFORMED
SILICONE EXTRUSION:
07_2715
GLAS MAT
SHEATHING
OVER CURB
FRAMED WITH
6" CFM
CHANNELS
PAINTED ALUMINUM
BACK PAN: 08_4413
3/8" HARDWOOD
EDGEBAND
1/2" METAL
REVEAL
P.LAM ON 1" HDF
OVER 3/4"
PLYWOOD
SUBSTRATE
6" CFM
CHANNELS AT
12" OC. : 05_4000
STEEL HSS COLUMN
(BEYOND) WITH
INTUMESCENT
FIREPROOFING: 07_8123 SUSPENDED GWB
CEILING
SEALANT AT UPWARD FACING
JOINTS. TYPICAL AT ALL INSTANCES
WHERE THIS CONDITION OCCURS
MIN.. 8"FIRST FLOOR
+28' -2 3/8"
CONCRETE
SLAB: 03_3000,
3" HIGH DENSITY XPS
INSULATION: 07_2100
TABBY SEASHELL CONCRETE
PAVING: 32_1314 [FOR WALKING
SURFACE]
CAST IN PLACE CONCRETE APRON
[03_3000]SEE STRUCT. DETAILS
ALUM THRESHOLD: 08_4413
ALUM FRAMED ENTRANCE DOOR:
08_4413
ENTRANCE FLOOR GRILLE: 12_4816
UNDER SLAB VAPOR
RETARDER: 07_2616.13
11"2 5/8"BITUMINOUS
DAMPPROOFING
: 07_1113
SET DOOR THRESHOLD IN BED OF
SEALANT AT PERIMETER 08_1113.11
SECOND FLOOR
+41' -6 3/8"
METAL COMPOSITE PANEL (BY 07
_4213.23) -- INSTALLED BY
CURTAIN WALL
SUBCONTRAACTOR
ALUMINUM CURTAIN WALL: 08_
4413
PAINTED ALUMINUM BACK PAN:
08_4413
2" SEMI RIGID INSULATION CLIPPED
TO CURTAIN WALL FRAME (BY
CURTAIN WALL SUBCONTRACTOR)
10.5" CURTAIN WALL
ENGINEERED BY MFGR TO
SUPPORT WEIGHT OF METAL
PANEL - SEE "DELEGATED
DESIGN" IN 08_4413
.1019" GLAZED-IN ALUMINUM PLATE,
FINISHED TO MATCH CW (BY
CURTAIN WALL MANUFACTURER)
B13
ALUM INFILL PIECE W/
ATTACHMENT LEG [08_4413]
ATTACHMENT OF ACM BY
METAL PANEL CONTRACTOR
ALUM INFILL PIECE W/
ATTACHMENT LEG [08_4413]
ATTACHMENT OF ACM BY
METAL PANEL CONTRACTOR
B.O. MUSIC WING ROOF
+50' -0 3/8"
APPLIED
FIREPROOFING: 07_8100
REINFORCED PVC PARAPET
FLASHING SET IN BONDING
ADHESIVE: 07_5419
COMPOSITE FRAMING SUPPORT
SYSTEM: 06_7100
WRAP AIR AND WEATHER
BARRIER (AWB) ONTO TOP OF
BLOCKING TO INTERFACE WITH
PVC PARAPET FLASHING
COMPOSITE METAL PANEL
FOLDS OVER TO CREATE
COPING - CONTINUOUS WITH
WALL PANELS BELOW: 07 4213.23
CARRY PVC PARAPET FLASHING
OVER PARAPET AND ON TO
FACE OF SHEATHING (07_5419)
SELF ADHERING ROOF VAPOR
BARRIER: 07_5419
8" FIBERGLASS BATT
INSULATION BETWEEN LGM
CHANNELS: 07_2100
3/4" EXTERIOR-GRADE
PLYWOOD: 06_1000
6" MINERAL WOOL INSULATION:
06_7100
METAL COMPOSITE PANEL (BY 07_
4213.23)
A-6.10
3
SIMILAR
B13
COLD FORMED METAL CLIPS [05_2100]
AT EACH C.F. CHANNEL, SLOTTED TO
ALLOW FOR DIFFERENTIAL
MOVEMENT, ATTACHED TO DECK
ANGLE
CONTINUOUS HUNG STEEL
LINTEL: 05_1200
CONTINUOUS STEEL ANGLE:
05_1200
8 1/2"8"BRAKE METAL SUPPORT: 07
_4213.23
EDGE SEALANT: 07_5419
SEAM FASTENING PLATE:
07_5419
BRAKE METAL SUPPORTS FOR BATTS
(BETWEEN STUDS): 07_2100
10.5" ALUM CURTAIN WALL: 08_4413
TO FACE OF CF CHANNELS
1' - 6 5/8"TOP OF BLOCKG2' - 7"T.O. BLOCKING
50.61'
SEALANT AT UPWARD FACING
JOINTS. TYPICAL AT ALL INSTANCES
WHERE THIS CONDITION OCCURS
BEND IN PANEL 07 4213.23
BEND IN PANEL 07 4213.23
BEND IN PANEL 07 4213.23
FIRST FLOOR
+28' -2 3/8"
CONTINUOUS UNDER-SLAB VAPOR
RETARDER [07_2616.13]; TURN UP
FOR AVB TIE IN.:
TABBY SEASHELL CONC.
PAVING: 32_1314
LAP WRM OVER SLAB VR AND
TAPE SEAM WITH AIR BARRIER
TAPE : 07_2715
3" HIGH DENSITY RIGID
INSULATION: 07_2100
EXPANDABLE FILLER: 32_1314
BITUMINOUS DAMPPROOFING :
07_1113
PRECAST CONC. BASE ATTACHED
WITH STONE ANCHORS: 03_4500
CONC FOUNDATION: 03_
3000
CONTIN. P.T. BLOCKING
DRAINAGE BD AND 3" HIGH
DENSITY XPS INSULATION:
07_2100
3" HIGH DENSITY RIGID INSULATION
WITH INTEGRAL AVB: 07_2100;
SEQUENCED AFTER SHEATHING AND
AVB TIE-IN
PLASTIC SHIMS: 03_4500
A-6.10
4
SIMILAR
WOOD TRIM w/EASED EDGES,
CLEAR SATIN FINISH
2" CONCRETE TOPPING SLAB: 03_
3000, WITH POLISHED CONC
FINISH:03_3543
3" FOIL-FACED POLYISO-
CYANURATE INSULATION [07_
2100] -- SEQUENCED AFTER
SHEATHING AND AVB TIE-IN
TIE WRM TO FOIL-FACED INSUL.
WITH CONTINOUS WRM
STRIPPING [07_2715]
CONTINOUS WRM
STRIPPING [07_2715] AT
JOINT WITH FOUNDATION. 1' - 1"B13
8
PVC MEMBRANE FLASHING, HOT-
AIR WELDED
2 4
42
POURABLE SEALER
CEMENT BASE GROUT 2x4 P.T. WD BLOCKING [06_1000]
METAL. DECKING, SEE STRUCT.
DWGS.
METAL. PITCH PAN FASTENED W
4" O.C. GLAV. ANNULAR RING
NAILS
STRUCTURAL STEEL FRAMING,
SEE STRUCTURAL DRAWINGS
[05_1200]
ADHERED VAPOR RETARDER
TRANSITION STRIP
2 4
42
CL
SEE A0.02 FOR ROOF TYPE
SYSTEM SUMMARY 2" MINROOF PLANSSEEMIN3' - 6"MIN1' - 9"EXTERIOR STEEL PIPE RAILING;
GALVANIZED & SHOP PAINTED
[05_5213.05]
2" MIN
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1 1/2" = 1'-0"3/1/2021 10:15:02 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-5.01
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
EXTERIOR DETAILS -
VERTICAL (PART A)
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1 1/2" = 1'-0"
REFERENCING VIEW: 4/ A-3.21
6 DETAIL AT UPPER AUDITORIUM EAST WALL
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
7 SECTION DETAIL (A) @ AUDITORIUM EAST PARAPET
1 1/2" = 1'-0"
REFERENCING VIEW: 2/ A-2.11
12 SECTION DETAIL (A) @ MUSIC WING BASE
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
10 SECTION DETAIL (A) @ MUSIC WING P'PET NORTH
1 1/2" = 1'-0"
REFERENCING VIEW: 6/ A-3.21
13 SECTION DETAIL (A) @ MUSIC RM CLERESTORY
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
14 SECTION DETAIL (A) @ MUSIC WING P'PET
1 1/2" = 1'-0"
REFERENCING VIEW: 5/ A-3.21
9 HEAD DETAIL @ OUTDOOR STAGE PROSC.
1 1/2" = 1'-0"
REFERENCING VIEW: 5/ A-3.21
8 SECTION DETAIL (A) @ OUTDOOR STAGE THRESHOLD
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
5 SECTION DETAIL (A) @ AUDITORIUM VESTIBULE
1 1/2" = 1'-0"
REFERENCING VIEW: 3/ A-3.21
4 SECTION DETAIL (A) @ AUDITORIUM VEST BASE
1 1/2" = 1'-0"
REFERENCING VIEW: 2/ A-3.21
2 SECTION DETAIL (A) @ AUDIT CORR. SPANDREL
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
3 SECTION DETAIL (A) @ AUDIT CW HD
1 1/2" = 1'-0"
REFERENCING VIEW: 2/ A-3.21
1 SECTION DETAIL (A) @ AUDIT. LOBBY SILL
2 2/12/21 ADDENDUM 2
3 2/18/21 ADDENDUM 3
8 3/1/21 ADDENDUM 8
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
11 GUARD RAIL DETAIL - TYP
K
A-6.10
4
SIMILAR
10"
CONTINUOUS UNDER-SLAB
VAPOR RETARDER--TURN UP FOR
AVB TIE IN.: 07_2616.13
LAP WRM OVER SLAB VR AND
TAPE SEAM WITH AIR BARRIER
TAPE : 07_2715
3" HIGH DENSITY XPS
INSULATION: 07_2100
BITUMINOUS DAMPPROOFING :
07_1113
PRECAST CONC. BASE ATTACHED
WITH STONE ANCHORS: 04_2000
CONC FOUNDATION: 03_
3000
CONTIN. P.T. BLOCKING
3" XPS RIGID
INSULATION: 07_2100
PLASTIC SHIMS: 03_4500
WOOD TRIM w/EASED EDGES,
CLEAR SATIN FINISH
2" CONCRETE TOPPING
SLAB: 03_3000, WITH
POLISHED CONC FINISH:
03_3543
3" FOIL-FACED POLYISOCYANURATE
INSULATION [07_2100] -- SEQUENCED
AFTER SHEATHING AND AVB TIE-IN
TIE WRM TO FOIL-FACED INSUL. WITH
CONTINOUS WRM STRIPPING [07_2715]
CONTINOUS WRM STRIPPING
[07_2715] AT JOINT WITH
FOUNDATION.
HYDRONIC RADIANT
HEATING ELEMENT:
23_0000
1' - 4"11 3/4"
FACE OF PIER BEYOND
T.O. FOUND.11"5"
DRAINAGE BOARD: 07_2100
2
2
2
MAIN ROOF
+54' -10 3/8"
B4
DEFLECTION HEAD:
05_4000 TO TOP OF BLOCK'G2' - 4 1/2"EDGE SEALANT: 07
_5419
SEAM FASTENING PLATE:
07_5419
SELF ADHERING ROOF VAPOR
BARRIER: 07_5419
EWA-1
COLD FORMED METAL CLIPS [05_4000] AT
EACH C.F. CHANNEL, SLOTTED TO ALLOW
FOR DIFFERENTIAL MOVEMENT, ATTACHED
TO STRUCTURE
CONTINUOUS STEEL
CHANNEL: 05_1200
MANUFACTURED METAL
COPING: 07_7100
6" MINERAL WOOL INSULATION:
06_7100
REINFORCED PVC PARAPET
FLASHING SET IN BONDING
ADHESIVE: 07_5419
CONTINUOUS FIRE TREATED
BLOCKING: 06_1000
THERMALLY BROKEN RAINSCREEN
ATTACHMENT SYSTEM: 06_7100
WRAP WALL WEATHER RESISTIVE MEMBRANE (WRM) ONTO TOP OF
BLOCKING TO INTERFACE WITH PVC PARAPET FLASHING
CARRY PVC PARAPET FLASHING OVER PARAPET AND
ON TO FACE OF BLOCKING (07_5419)
BRAKE METAL SUPPORTS FOR
BATTS (BETWEEN STUDS): 07_
2100
8" FIBERGLASS INSULATION
BETWEEN LGM CHANNELS: 07_2100
3/4" EXTERIOR-GRADE
PLYWOOD: 06_1000 VAIREST.O. BLOCKING
+57' 2 7/8"
MAIN ROOF
+54' -10 3/8"
K
A-6.10
9
EWA-1
MANUFACTURED METAL
COPING: 07_7100
DEFLECTION HEAD:
05_4000
6" MINERAL WOOL
INSULATION: 06_7100
REINFORCED PVC PARAPET
FLASHING SET IN BONDING
ADHESIVE: 07_5419
EDGE SEALANT: 07_5419
SEAM FASTENING PLATE:
07_5419
CONTINUOUS FIRE TREATED
BLOCKING: 06_1000CONTINUOUS ALUM CLEAT:
07_7113
THERMALLY BROKEN
RAINSCREEN ATTACHMENT
SYSTEM: 06_7100
WRAP WALL WEATHER
RESISTIVE MEMBRANE (WRM)
ONTO TOP OF BLOCKING TO
INTERFACE WITH PVC
PARAPET FLASHING
SELF-ADHERING WEATHER-
RESITIVE MEMBRANE: 07_2715
PVC PARAPET FLASHING
[07_5419]- CARRY OVER
PARAPET AND ON TO
FACE OF BLOCKING
SELF ADHERING ROOF VAPOR
BARRIER: 07_5419
8" FIBERGLASS INSULATION
BETWEEN CFM CHANNELS:
07_2100
3/4" EXTERIOR-GRADE
PLYWOOD: 06_1000
TOP OF BLCKG2' - 4 1/2"5/8" EXTERIOR GYPSUM
SHEATHING: 06_1600
CONTINUOUS HSS
LINTEL: 05_1200ADDITIONAL LAYER OF 5/8" GWB
TO CONCEAL HUNG LINTEL
8" COLD FORMED STEEL
CHANNELS AT 16" O.C., BRACED
TO STRUCTURE WITH CLIP
ANGLES; SEE DELEGATED
DESIGN REQS IN 05_4000
3" CFMF CHANNELS AT
16" O.C. TO SUPPORT
SHEATHING: 05_4000
DECK SUPPORT ANGLE--SEE
STRUCTURAL DETAIL
47.91
48.87
HORIZONTAL EXPANSION
JOINT [07_9219]: TYP AT
ALL DEFL. HEADS
T.O. BLOCKING
+55' 2 7/8"
2
FIRST FLOOR
+28' -2 3/8"
B1
SOLDIER COURSE
NORMAN FACE-BRICK, 1/3
RUNNING BOND
/8 A-5.06
EWA-3
LOADING DOCK
APRON: 03_3000
CONTROLLED
ENGINEERED FILL - SEE
STRUCTURAL DRAWINGS
CONTINUOUS UNDER-SLAB
VAPOR RETARD- ER [07_2600] --
TURN UP FOR AVB TIE IN.
METAL THRU-WALL
FLASHING: 07_6200
3" EXTRUDED POLYSTYRENE
INSULATION: 07_2100
EXPANDABLE
FILLER: 03_3000
BITUMINOUS DAMPPROOFING :
07_1113
PRECAST CONC. BASE [04_
2000] ATTACHED TO STRUCT.
WITH STONE ANCHORS
CONC FOUNDATION: 03_3000
SELF ADHERING WEATHER
RESISTIVE MEMBRANE : 07_2715
CONTIN. AIR BARRIER
TAPE: 07_2715
MECHANICAL
FASTENERS FOR METAL
FLASHING: 07_6200
CONTIN. P.T. BLOCKING
GROUT SOLID
6" MINERAL WOOL
INSULATION : 07_2100
CONTINOUS MORTAR
NET: 04_2000
CELL VENT WEEPS, 24" O.C.:
04_2000
3" EXTRUDED POLYSTYRENE
INSULATION: 07_2100
3" FOIL-FACED
POLYISOCYANURATE
INSULATION [07_2100];
SEQUENCED AFTER
SHEATHING AND AVB TIE-IN
LAP WALL AWB OVER SLAB
VAPOR BARRIER AND
TAPE SEAM WITH AIR
BARRIER TAPE [07_2715]
TIE WRM TO FOIL-FACED
INSUL. WITH CONTINOUS WRM
STRIPPING [07_2715]
CONTINOUS WRM STRIPPING [07_
2715] AT JOINT WITH FOUNDATION. 8"2
FIRST FLOOR
+28' -2 3/8"
K
A-6.06
1
CONTINUOUS UNDER-SLAB VAPOR
RETARD- ER [07_2616.13] --TURN UP
FOR AVB TIE IN.
CONTINUOUS METAL THRU-
WALL FLASHING: 07_6200
3" EXTRUDED POLYSTYRENE
INSULATION: 07_2100
BITUMINOUS DAMP-
PROOFING : 07_1113
PRECAST CONC. BASE [04_2000]
ATTACHED TO STRUCT. WITH
STONE ANCHORS
CONC FOUNDATION: 03_3000
SELF ADHERING WEATHER
RESISTIVE MEMBRANE : 07_2715
CONTIN. AIR BARRIER
TAPE: 07_2715
MECHANICAL FASTENERS FOR
METAL FLASHING: 07_6200
CONTIN. P.T. BLOCKING
SEALANT [07_9200]IN
VERTICAL PCC JOINTS
6" MINERAL WOOL
INSULATION : 04_2000
CONTINOUS MORTAR
NET: 04_2000
CELL VENT WEEPS [04_2000],
24" O.C.
3" HIGH DENSITY RIGID
INSULATION: 07_2100
3" FOIL-FACED POLYISOCYANURATE
INSULATION: 07_2100;SEQUENCED
AFTER SHEATHING AND AVB TIE-IN
LAP WALL WRM OVER SLAB VAPOR
BARRIER AND TAPE SEAM WITH AIR
BARRIER TAPE [07_2715]
PLASTIC SHIMS: 04_2000
TIE WRM TO FOIL-FACED INSUL.
WITH CONTINOUS WRM STRIPPING
[07_2715]
CONTINOUS WRM STRIPPING [07_
2715] AT JOINT WITH FOUNDATION.
GROUT SOLID
DRAINAGE BOARD: 07_21009"1' - 0"FACE OF FOUND.
1' - 4 1/4"7 1/2"CONTINUOUS 1/8" THICK STEEL BENT
PLATE [05_5000] FASTENED TO CFMF,
SEE STUCTURAL DETAIL
STRIP THE BENT PLATE INTO
THE WRM USING AIR
BARRIER TAPE [07_2715]
SECOND FLOOR
+41' -6 3/8"
CONTINUOUS FIRE TREATED
WD BLOCKING LAGGED TO
WALL STRUCTURE : 06_1000
CLEAT : 07_6200
RA-1
EWA-1
REINFORCED PVC FLASHING
SET IN BONDING ADHESIVE:
[07_5419]; CARRY OVER
BLOCKING AND UNDER
METAL FLASHING TERMIN.
CONTINUOUS ROOF VAPOR
RETARDER [07_5419]; TURN
UP AND CARRY ABOVE
DRAINAGE PLANE
EDGE SEALANT: 07_5419
SEAM FASTENING
PLATE: 07_5419COVER BOARD OVER 3" RIGID
INSULATION (BY ROOFING
SUBCONTRACTOR): 07_5419
TWO PIECE METAL BASE
FLASHING AND COUNTER-
FLASHING : 07_6200
MECHANICAL FASTENERS
FOR METAL FLASHING: 07_
6200
SELF-ADHERED WRM--
CARRY OVER FLASHING
TERMINATION: 07_2715 TOP OF BLCKG1' - 11"SECOND FLOOR
+41' -6 3/8"
B1
DEFLECTION HEAD:
05_4000
6" MINERAL WOOL INSULATION: 06_7100
NORMAN FACE-BRICK: 04_2000
5/8" EXTERIOR GYPSUM
SHEATHING: 06_1600
MASONRY ANCHOR: 04_2000
COMPOSITE METAL PANEL FOLDS OVER TO
CREATE COPING - CONTINUOUS WITH WALL
PANELS BELOW: 07 4213.23
PARAPET FLASHING:
07_5419
REINFORCED PVC PARAPET
FLASHING SET IN BONDING
ADHESIVE: 07_5419
EDGE SEALANT: 07_5419
SEAM FASTENING PLATE:
07_5419
CONTINUOUS FIRE TREATED
BLOCKING: 06_1000
BRAKE METAL SUPPORT
1" Z-GIRTS, STRIPPED INTO
PARAPET FLASHING WITH
COMPATIBLE FLASHING TAPE:
THERMALLY BROKEN RAINSCREEN
ATTACHMENT SYSTEM: 06_7100
WRAP WEATHER RESISTIVE
MEMBRANE (WRM) ONTO TOP OF
BLOCKING TO INTERFACE WITH
PVC PARAPET FLASHING
CARRY PVC PARAPET FLASHING
[07_5419] OVER PARAPET AND
ON TO FACE OF BLOCKING
SELF ADHERING ROOF VAPOR
BARRIER [07_5419]; TERMINATE
ABOVE DRAINAGE PLANE
8" FIBERGLASS INSULATION
BETWEEN LGM CHANNELS: 07_2100
3/4" EXTERIOR-GRADE
PLYWOOD: 06_1000
BRAKE METAL SUPPORT
EWA-3
CONTIN. AIR BARRIER TAPE
OVER FLASHING
TERMINATION: 07_2715
MECHANICAL FASTENERS
FOR METAL FLASHING: 07_
6200
SELF-ADHERING WEATHER
RESISTANT MEMBRANE (WRB):
07_2715
8" COLD FORMED CHANNELS AT
16" O.C., BRACED TO STRUCTURE
WITH COLD FORMED CLIP ANGLES;
SEE DELEGATED DESIGN REQS IN
05_4000
APPLIED FIRE-
PROOFING: 07_8100
HORIZONTAL EXPANSION
JOINT [07_9219]: TYP AT
ALL DEFL. HEADS 2' - 7"PRECAST CONCRETE
STRINGCOURSE: 04_2000
METAL THROUGH-WALL FLASHING
SET IN SEALANT OVER SILL: 07_6200
2
2
4 7/8"FIRST FLOOR
+28' -2 3/8"
B1
CONTINUOUS UNDER-SLAB
VAPOR RETARDER: 07_
2616.13
3" HIGH-DENSITY RIGID
INSULATION (CONTINUOUS):
07_2100
LOADING DOCK
APRON
CONTROLLED
ENGINEERED FILL - SEE
STRUCTURAL DRAWINGS
FACE OF FOUNDATION
WALL (BEYOND)
STEEL PLATE AT JAMB
(BEYOND) [05_5000]
RETURN PCC JAMB AT
BASE [04_2000]
INULATED OVERHEAD
COILING DOOR [08_3323]
B1
RELIEVING ANGLE [05_4000]; REFER TO
STRUCTURAL DRAWINGS FOR ADDITIONAL
INFOTRMATION
LIP STRETCHER BRICK
SOLDIER COURSE
FACE BRICK; CUT ENDS OF BRICK
ARE NOT TO BE EXPOSED (TYP)
MINERAL WOOL INSULATION [04_
2000]
THERMALLY-BROKEN MASONRY ANCHOR ,
SEAL ALL PENETRATIONS
STEEL PLATE; REFER TO STRUCTURAL
DRAWINGS FOR ADDITIONAL INFOTRMATION
LOW-PRESSURE, SPRAY
POLYURETHANE FOAM
STRUCTURAL THERMAL BREAK BLOCK
INSULATED OVERHEAD
COILING DOOR
FLUID APPLIED WEATHER
RESISTANT MEMBRANE: 07_2726
METAL THRU-WALL FLASHING
[07_6200], CONTINUOUS, WITH
HEMMED EDGE:
CONTIN. AIR BARRIER TAPE OVER
FLASHING TERMINATION: 07_2715
MECHANICAL FASTENERS FOR
METAL FLASHING: 07_6200
SET METAL FLASHING IN MASTIC
L
T.O.S. GYM HIGH POINT
+62' -7 3/4"
EWA-1
MANUFACTURED METAL COPING:
07_7100
6" MINERAL WOOL
INSULATION: 06_7100
REINFORCED PVC PARAPET FLASHING
SET IN BONDING ADHESIVE: 07_5419
CONTINUOUS FIRE TREATED
BLOCKING: 06_1000
CONTINUOUS ALUM CLEAT: 07_7113
THERMALLY BROKEN RAINSCREEN
ATTACHMENT SYSTEM: 06_7100
WRAP WALL WEATHER RESISTIVE
MEMBRANE [07_2715]ONTO TOP OF
BLOCKING TO INTERFACE WITH PVC
PARAPET FLASHING
CARRY PVC PARAPET FLASHING OVER
PARAPET AND ON TO FACE OF BLOCKING
(07_5419)
SELF ADHERING ROOF VAPOR
BARRIER [07_5419]; TERMINATE
ABOVE DRAINAGE PLANE
8" FIBERGLASS INSULATION [07_2100]
3/4" EXTERIOR-
GRADE
PLYWOOD: 06_
1600
2" COLD FORMED STEEL CHANNELS @ 16"
O.C.: 05_4000
8" COLD FORMED STEEL CHANNELS AT
16" O.C., BRACED TO STRUCTURE WITH
CLIP ANGLES; SEE DELEGATED DESIGN
REQS IN 05_4000
APPLIED FIREPROOFING: 07_8100
RA-1
TO TOP OF BLOCKING1' - 4 1/4"1' - 6 5/8"EDGE SEALANT:
07_5419
SEAM FASTENING
PLATE: 07_5419
5"
TO FACE OF CFMF
DEFLECTION HEAD: 05_4000
HORIZONTAL EXPANSION JOINT [07_9219]:
TYP AT ALL DEFL. HEADS
MAIN ROOF
+54' -10 3/8"
L
COUNTER - FLASHING
CLEAT : 07_6200
REINFORCED PVC VERTICAL
FLASHING SET IN BONDING
ADHESIVE: 07_5419
CONTINUOUS ROOF VAPOR
RETARDER [07_5419]--TURN UP
AND CARRY ABOVE DRAINAGE
PLANE
MECHANICAL FASTENERS FOR
METAL FLASHING: 07_6200
EDGE SEALANT: 07_5419
SEAM FASTENING PLATE:
07_5419
COVER BOARD OVER 3" RIGID
INSULATION (BY ROOFING
SUBCONTRACTOR): 07_5419
APPLIED FIREPROOFING:
07_8100
SELF-ADHERED WRM--
CARRY OVER FLASHING
TERMINATION: 07_2715
CARRY PVC FLASHING [07_5419]
UP OVER BLOCKING AND ON TO
SHEATHING
CONTINUOUS FIRE TREATED
WD BLOCKING LAGGED TO
WALL STRUCTURE : 06_1000
TWO PIECE METAL BASE
FLASHING AND COUNTER-
FLASHING : 07_6200
MIN.8".2' '- 6"DEFLECTION HEAD: 09_2216
SECOND FLOOR
+41' -6 3/8"
B13
COMPRESSIBLE FILLER
(AIR BARRIER)
PAINTED ALUMINUM
BACK PAN: 08_4413
2" SEMI RIGID INSULATION
CLIPPED TO CURTAIN WALL
FRAME (BY CURTAIN WALL
SUBCONTRACTOR)
.1019" GLAZED-IN ALUMINUM
PLATE, FINISHED TO MATCH
CW (BY CURTAIN WALL
MANUFACTURER)
FIRE TREATED WD CURB WITH STUDS
AT 16" O.C. :06_1000
REINFORCED PVC VERTICAL
FLASHING SET IN BONDING
ADHESIVE: 07_5419
COVER BOARD OVER 3" RIGID
INSULATION (BY ROOFING
SUBCONTRACTOR): 07_5419
APPLIED FIREPROOFING :07_
8100
METAL BASE FLASHING AND
COUNTERFLASHING: [07_6200];
GLAZED INTO CW POCKET
1' - 0"ROOF ADHERED VB
TRANSITION STRIP :[07_5419]
CARRY ONTO CW PLATE
1' - 9 1/8"
DECK EDGE SUPPORT ANGLE-
SEE STRUCTURAL DETAIL
9 1/2"
LINEAR PVC CEILING - WOOD
GRAIN [09_5425]- SEE
CEILING TYPES
CONTINUOUS MESH INSECT
SCREEN AT PERIMETER: 09_5425
SEALANT AND BACKER ROD 2
FIRST FLOOR
+28' -2 3/8"
CONTINUOUS UNDER-SLAB
VAPOR RETARDER [07_2616.13];
TURN UP FOR AVB TIE IN.:
3" HIGH DENSITY RIGID
INSULATION: 07_2100
PRECAST CONCRETE BASE
ATTACHED WITH STONE
ANCHOR: 04_2000
WOOD TRIM w/EASED EDGES,
CLEAR SATIN FINISH
2" CONCRETE TOPPING SLAB: 03_
3000, WITH POLISHED CONC
FINISH:03_3543
A-6.10
4
SIMILAR
2
SECOND FLOOR
+41' -6 3/8"
V
PRECAST CONCRETE
LINTEL: 04_20004 7/8"SELF ADHERED WEATHER RESISTANT
MEMBRANE:07_2715
METAL THRU-WALL FLASHING
[07_6200], CONTINUOUS, WITH
HEMMED EDGE:
SET FLASHING IN SEALANT:
07_6200
CONTIN. AIR BARRIER TAPE
OVER FLASHING TERMINATION:
07_2715 MECHANICAL FASTENERS FOR
METAL FLASHING: 07_6200
COMPOSITE FRAMING SUPPORT
SYSTEM WITH 6" MINERAL WOOL
INSULATION: 06_7100
TILE BACKER BOARD AND WALL TILE
WOOD TRIM w/EASED
EDGES, CLEAR SATIN FINISH
CFM WINDOW HEAD FRAMING:
05_4000
SEALANT AND BACKER
ROD [07_9200]
CONTINUOUS PLYWOOD
BLOCKING [06_1000]
PREFORMED SILICONE SHEET,TIE
INTO GLAZING POCKET [07_2715]A-6.10
6
2
6"
B
EYO
N
D
LINTEL
BEARIN
G
OF LINTEL
VA
RIES
END -DAM
VERTICAL
JOINT
MASTIC
FOLD
FLASHING CAP INTO
HORIZONTAL JOINT 2"WELDED
SEAM, TYP
HEMMED
EDGE, TYP
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1 1/2" = 1'-0"2/13/2021 3:07:04 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-5.02
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
EXTERIOR DETAILS -
VERTICAL (PART A)
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1 1/2" = 1'-0"
REFERENCING VIEW: 7/ A-3.22
4 SECTION DETAIL (A) @ CAFETERIA CW BASE
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
11 SECTION DETAIL (A) @ CAFETORIUM PARAPET WEST
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
5 SECTION DETAIL (A) @ CAFETERIA CW P'PET
1 1/2" = 1'-0"
REFERENCING VIEW: 4/ A-3.22
12 SECTION DETAIL (A) @ KITCHEN WALL BASE
1 1/2" = 1'-0"
REFERENCING VIEW: 3/ A-3.27
6 SECTION DETAIL (A-D) @ TYPICAL FOUND'N SHELF
1 1/2" = 1'-0"
REFERENCING VIEW: 4/ A-3.22
10 SECTION DETAIL (A) @ KITCH ROOF TRANSITION
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
7 SECTION DETAIL (A) @ TYPICAL KITCHEN PARAPET
1 1/2" = 1'-0"
REFERENCING VIEW: 5/ A-3.22
8 SECTION DETAIL (A) @ COILING DOOR THRESHOLD
1 1/2" = 1'-0"
REFERENCING VIEW: 5/ A-3.22
9 SECTION DETAIL (A) @ CUST. COILING DOOR
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
15 SECTION DETAIL (B) @ ATRIUM NORTH PARAPET
1 1/2" = 1'-0"
REFERENCING VIEW: 4/ A-3.23
14 SECTION DETAIL (B) @ ATRIUM ROOF TRANS
2 2/12/21 ADDENDUM 2
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-3.21
3 SECTION DET. (A) @ CANOPY ROOF
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-3.28
1 SECTION DETL. (A) @ LOBBY WINDOW
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-3.28
2 SECTION DET. (A) @ LOBBY WINDOW HD
1 1/2" = 1'-0"13 METAL FLASHING END DAM DETAIL
(PROVIDE TYPICAL AT ALL MASONRY SILLS AND LINTELS)
SECOND FLOOR
+41' -6 3/8"
Q
A-6.06
3
SELF ADHERED WEATHER RESISTIVE
MEMBRANE [07_2715]; CONTINUE
ONTO BLOCKING
CONTIN. 3/4 PLYWOOD
BLOCKING (FRT), SCREWED TO
METAL DECK: 06_1000
FILL DECK FLUTES WITH CONTINUOUS
CLOSED CELL SPRAYED FOAM INSULATION:
07_2100
TERMINATE WRM WITH
CONTIN. AIR BARRIER
TAPE [07_2715]
APPLIED FIRE
PROTECTION: 07_8100
RA-2
LINEAR PLASTIC CEILING:
09_5425
2" MINERAL WOOL INSUL. [07_
2100]-- WRAP TIGHT TO BEAM
AT EVERY OUT- RIGGER
PENETRATION
AT BEAMS = 2X BEAM DEPTH
DIM OF INSULATION
APPLIED FIRE
PROTECTION: 07_
8100
SECOND FLOOR
+41' -6 3/8"
P.7
REINFORCED PVC VERTICAL FLASHING
SET IN BONDING ADHESIVE: 07_5419
CONTINUOUS ROOF VAPOR
RETARDER [07_5419]; TURN UP
AND CARRY ABOVE DRAINGE
PLANE
MECHANICAL FASTENERS FOR
METAL FLASHING: 07_6200
HEAT WELDED EDGE: 07_5419
SEAM FASTENING PLATE: 07_5419
COVER BOARD OVER 3" RIGID
INSULATION (BY ROOFING
SUBCONTRACTOR): 07_5419
A-6.10
7
CARRY PVC FLASHING [07_5419] UP OVER
BLOCKING AND ON TO SHEATHING
SELF-ADHERING WEATHER-RESISTIVE
MEMBRANE (WRM): 07_2715
APPLIED FIREPROOFING: 07_8100
4 5/8"
CONTINUOUS FIRE TREATED
WD BLOCKING LAGGED TO
WALL STRUCTURE : 06_1000
COUNTER - FLASHING CLEAT :
07_6200
TWO PIECE METAL BASE FLASHING
AND COUNTER- FLASHING : 07_6200
3" RIGID INSULATION: 07_5419
APPLIED FIRE PROTECTION
AT DECK: 07_8100
E.O.S.
4"
SECOND FLOOR
+41' -6 3/8"
TRUSSES FORMED OF 4" CF
CHANNELS [05_4000],AT 24" ON
CENTER, LAG-BOLTED TO STEEL
STRUCTURE
ROUT AND RETURN COMPOSITE METAL PANEL
(FASCIA) [07_4213.23] -SUPPORTED ON 3 5/8"
GALVANIZED LGM CHANNELS AT 16" OC
PARAPET FLASHING [07_5419] -- LAP OVER
WRM AND CARRY ONTO GYP. SHEATHING
REINFORCED PVC PARAPET
FLASHING SET IN BONDING
ADHESIVE: 07_5419
HEAT WELDED EDGE: 07_
5419
SEAM FASTENING PLATE:
07_5419
CONTINUOUS FIRE TREATED
BLOCKING: 06_1000
1" Z-GIRTS, STRIPPED INTO
PARAPET FLASHING WITH
COMPATIBLE FLASHING TAPE:
WRAP WEATHER RESISTIVE MEMBRANE
(WRM) ONTO TOP OF BLOCKING TO
INTERFACE WITH PVC PARAPET FLASHING
SELF ADHERING ROOF VAPOR
BARRIER: 07_5419
3/4" F.T. PLYWOOD SHEATHING: 06_
1600
3/4" F.T. PLYWOOD PARAPET
SHEATHING: 06_1600
CONTINUOUS BRAKE METAL
SUPPORT: 07_4213.23
BENT PLATE: 05_1200
SELF-ADHERED WEATHER-
RESISTIVE MEMBRANE: 07_2715
CONTINUOUS COLD FORMED
CHANNELS (BRIDGING): 05_4000
WEEP AT LOW POINTS
3/4"
1/2"
5"
8
P.7
T.O.S. GYM HIGH POINT
+62' -7 3/4"
A-6.10
9
APPLIED FIREPROOFING: 07_8100
SELF-ADHERING WEATHER RESITIVE
MEMBRANE: 07_2715
5/8" EXTERIOR GYPSUM
SHEATHING: 06_1600
A-5.02
5
TO TOP OF BLOCKING1' - 4 1/4"TO R.O.2' - 10 7/8"0"B.O. STEEL2' - 9 3/8"COMPOSITE FRAMING SUPPORT (CFS)
SYSTEM WITH 6" MINERAL WOOL
INSULATION: 06_7100
8" COLD FORMED STEEL CHANNELS
AT 16" O.C., BRACED TO
STRUCTURE WITH CLIP ANGLES;
SEE DELEGATED DESIGN REQS IN
05_4000
T.O. BLOCKING
+64.00 ft
P.7
METAL COMPOSITE PANEL (BY 07_
4213.23) -- INSTALLED BY CURTAIN WALL
SUBCONTRAACTOR
ALUMINUM CURTAIN WALL: 08_
4413
PAINTED ALUMINUM BACK PAN:
08_4413
2" SEMI RIGID INSULATION CLIPPED TO
CURTAIN WALL FRAME (BY CURTAIN
WALL SUBCONTRACTOR)
CURTAIN WALL ENGINEERED BY
MFGR TO SUPPORT WEIGHT OF
METAL PANEL - SEE "DELEGATED
DESIGN" IN 08_4413
.1019" GLAZED-IN ALUMINUM PLATE,
FINISHED TO MATCH CW (BY CURTAIN
WALL MANUFACTURER)
ALUM INFILL PIECE W/
ATTACHMENT LEG [08_4413]
ATTACHMENT OF ACM BY
METAL PANEL CONTRACTOR
MAIN ROOF
+54' -10 3/8"
QP.9
SELF-AHERING WEATHER
RESITIVE MEMBRANE: 07_2715
CONTINUOUS FIRE TREATED
BLOCKING: 06_1000
BRAKE METAL SUPPORT
2" Z-GIRTS, STRIPPED INTO
PARAPET FLASHING WITH
COMPATIBLE FLASHING TAPE
SLOPED HAT CHANNELS
COMPOSITE FRAMING SUPPORT
SYSTEM: 06_7100
COMPOSITE METAL PANEL
FOLDS OVER TO CREATE
COPING - CONTINUOUS WITH
WALL PANELS BELOW: 07 4213.23
SELF-ADHERING WEATHER
RESISTANT MEMRANE: 07_2715
CARRY SELF ADHERING WEATHER RESISTANT
MEMBRANE [07_2715] OVER PARAPET AND
CONNECT TO BACK FACE SHEATHING WRM
8" COLD FORMED CHANNELS @
16" O.C. [05_4000] INSCRIBE IN
STEEL FRAME (SEE
STRUCTURAL)
6" MINERAL WOOL INSULATION:
06_7100
GLASS-MAT GYPSUM
SHEATHING: 06_1600
EDGE ANGLE [05_1200]; SEE
STRUCTURAL DETAILS
REINFORCED PVC VERTICAL FLASHING
SET IN BONDING ADHESIVE: 07_5419
MECHANICAL FASTENERS FOR
METAL FLASHING: 07_6200
EDGE SEALANT: 07_5419
SEAM FASTENING
PLATE: 07_5419
COVER BOARD OVER 3" RIGID
INSULATION (BY ROOFING
SUBCONTRACTOR): 07_5419
CARRY PVC FLASHING [07_5419] UP
OVER BLOCKING AND ON TO SHEATHING
CONTINUOUS FIRE TREATED
WD BLOCKING LAGGED TO
WALL STRUCTURE : 06_1000COUNTER - FLASHING
CLEAT : 07_6200
TWO PIECE METAL BASE
FLASHING AND COUNTER-
FLASHING : 07_6200
APPLIED
FIREPROOFING: 07_8100
GLASS-MAT GYPSUM
SHEATHING: 06_1600
EXPOSED FASTENER METAL WALL
METAL PANEL: 07_4213
1 1/8" HORIZONTAL GIRTS, CURVED TO
FOLLOW CURVE OF PARAPET
2" MINERAL WOOL INSULATION:
07_2100
2" VERTICAL COMPOSITE
GIRTS: 06_7100
STEEL BEAM: 05_2100
11 1/4"11"8' - 10 3/4"5 1/4"2" RIGID INSULATION: 07_5419
APPLIED
FIREPROOFING: 07_8100 MIN.8"T.O. STEEL
+63.77 ft
SEALANT AT UPWARD FACING
JOINTS. TYPICAL AT ALL INSTANCES
WHERE THIS CONDITION OCCURS
BEND IN PANEL 07 4213.23
MAIN ROOF
+54' -10 3/8"
P
A-6.10
3
COMPOSITE FRAMING SUPPORT
SYSTEM: 06_7100
SIMILAR
APPLIED FIREPROOFING: 07
_8100
SELF-ADHERING SHEET AIR AND
WEATHER BARRIER: 07_2715
A-5.01
14 SIMILAR
TO T.O. BLCKG.2' - 6 1/4"SPANDREL GLASS IGU: 08_4413
?
?
SECOND FLOOR
+41' -6 3/8"
COMPOSITE FRAMING
SUPPORT SYSTEM: 06_7100
SELF ADHERING ROOF VAPOR
RETARDER: 07_5419
6" MINERAL WOOL
INSULATION: 06_7100
GLASS-MAT GYPSUM
SHEATHING: 06_1600
CONTINUOUS HUNG
STEEL LINTEL: 05_1200
LINEAR PLASTIC
CEILING: 09_5425
SELF ADHERED WEATHER RESISTIVE
MEMBRANE [07_2715]; CONTINUE ONTO
BLOCKING
CONTIN. 3/4 PLYWOOD BLOCKING (FRT),
SCREWED TO METAL DECK: 06_1000
FILL DECK FLUTES WITH CONTINUOUS
CLOSED CELL SPRAYED FOAM INSULATION:
07_2100
TERMINATE WRM WITH
CONTIN. AIR BARRIER
TAPE [07_2715]
2" MINERAL WOOL INSUL. [07_
2100]-- WRAP TIGHT TO BEAM AT
EVERY OUT- RIGGER
PENETRATION
APPLIED FIRE PROTECTION:
07_8100
FIRST FLOOR
+28' -2 3/8"
P.6
TABBY SEASHELL CONCRETE PAVING: 32_1314
[FOR WALKING SURFACE]
CAST IN PLACE CONCRETE SKIRT
[03_3000]SEE STRUCT. DETAILS 11"2 5/8"ALUM THRESHOLD: 08_4413
ALUM FRAMED ENTRANCE DOOR:
08_4413
HIGH DENSITY RIGID INSULATION:
07_2100
ENTRANCE FLOOR GRILLE: 12_4816
UNDER SLAB VAPOR RETARDER: 07
_2616.13
TO E.O.S.
1' - 6"
11"
SECOND FLOOR
+41' -6 3/8"
QP.9
REINFORCED PVC VERTICAL FLASHING
SET IN BONDING ADHESIVE: 07_5419
CONTINUOUS ROOF VAPOR
RETARDER [07_5419]; TURN UP
AND EXTEND ABOVE DRAINAGE
PLANE
SELF-ADHERED WRM--CARRY OVER
FLASHING TERMINATION: 07_2715
MECHANICAL FASTENERS FOR
METAL FLASHING: 07_6200
EDGE SEALANT: 07_5419
APPLIED FIRE
PROTECTION AT
DECK: 07_8100
SEAM FASTENING PLATE: 07_5419
COVER BOARD OVER 3" RIGID
INSULATION (BY ROOFING
SUBCONTRACTOR): 07_5419
CARRY PVC FLASHING [07_5419] UP
OVER BLOCKING AND ON TO SHEATHING
7/8" FURRING CHANNELS TO
SUPPORT SHEATHING
EXTENSION 06_1600
CONTINUOUS FIRE TREATED
WD BLOCKING LAGGED TO
WALL STRUCTURE : 06_1000
COUNTER - FLASHING CLEAT :
07_6200
TWO PIECE METAL BASE FLASHING
AND COUNTER- FLASHING : 07_6200
CFS SYSTEM WITH 6" MINERAL
WOOL INSULATION: 06_7100
GLASS-MAT GYPSUM
SHEATHING: 06_1600
MIN.11 5/8"TO TOP OF BLOCKG1' - 9 1/2"E.O.S.
7 1/2"
LINEAR PVC CEILING - WOOD
GRAIN [09_5425]- SEE
CEILING TYPES
P.7 SIMILAR
METAL COMPOSITE PANEL:
07_4213.23
6" MINERAL WOOL
INSULATION: 07_2100
TRUSED ASSEMBLY OF 4" COLD FORMED
CHANNELS: [07_4213.23] AT 16" ON
CENTER, LAGGED TO PRIMARY WALL
FRAME
1" CHANNELS: 07_4213.23
A-6.10
1
EWA-1
APPLY BUTYL TAPE TO BACKSIDE
OF EACH VERTICAL MEMBER TO
MAKE FASTENER PENETRATIONS
SELF HEALING: [07_4213.23]
QP.9
METAL COMPOSITE PANEL: 07_4213.23
6" MINERAL WOOL
INSULATION: 07_2100
GLASS-MAT GYPSUM SHEATHING:
06_1600
EWA-2
TRUSED ASSEMBLY OF 4" COLD FORMED
CHANNELS: [07_4213.23] AT 16" ON
CENTER, LAGGED TO PRIMARY WALL
FRAME
1" CHANNELS: 07_4213.23
1' - 4 1/2"
APPLY BUTYL TAPE TO BACKSIDE
OF EACH VERTICAL MEMBER TO
MAKE FASTENER PENETRATIONS
SELF HEALING: [07_4213.23]
MAIN ROOF
+54' -10 3/8"
COUNTER - FLASHING
CLEAT : 07_6200
REINFORCED PVC VERTICAL FLASHING SET
IN BONDING ADHESIVE: 07_5419
CONTINUOUS ROOF VAPOR RETARDER
[07_5419]--TURN UP AND CARRY ABOVE
DRAINAGE PLANE
MECHANICAL FASTENERS FOR
METAL FLASHING: 07_6200
EDGE SEALANT: 07_5419
SEAM FASTENING PLATE: 07_5419
COVER BOARD OVER 3" RIGID
INSULATION (BY ROOFING
SUBCONTRACTOR): 07_5419
APPLIED FIREPROOFING:
07_8100
SELF-ADHERED WRM [07_2715] --
CARRY OVER METAL FLASHING
TERMINATION:
CARRY PVC FLASHING [07_5419]
UP OVER BLOCKING AND ON TO
SHEATHING
CONTINUOUS FIRE TREATED
WD BLOCKING LAGGED TO
WALL STRUCTURE : 06_1000
TWO PIECE METAL BASE
FLASHING AND COUNTER-
FLASHING : 07_6200
TO TOP OF BLOCKING2' - 10"20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1 1/2" = 1'-0"3/1/2021 10:15:46 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-5.03
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
EXTERIOR DETAILS -
VERTICAL (PART B)
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-3.23
5 SECTION DETAIL (B) @ ADMIN WING / CANOPY
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-3.23
8 SECTION DETAIL (B) @ MEDIA CENTER CW SILL
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
2 SECTION DETAIL (B) @ TYP ENTRANCE CANOPY
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
10 SECTION DETAIL (B) @ MEDIA CENTER PARAPET
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-3.23
9 SECTION DETAIL (B) @ CW SPANDREL PANEL
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13B
17 SECTION DETAIL (B) @ SOUTH HIGH PARAPET
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
3 SECTION DETAIL (B) @ COMPUTER LAB PARAPET
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-3.24
12 SECTION DETAIL (B) @ ENTRANCE CW HEAD
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-3.24
11 SECTION DETAIL (B) @ THRESH AT TYP ENTRY
1 1/2" = 1'-0"
REFERENCING VIEW: 2/ A-3.24
16 SECTION DETAIL (B) @ WIXON ENTRANCE CW HEAD
1 1/2" = 1'-0"
REFERENCING VIEW: 3/ A-3.23
6 SECTION DETAIL (B) @ MEDIA CTR CLERESTORY
1 1/2" = 1'-0"
REFERENCING VIEW: 2/ A-3.24
13 SECTION DETAIL (B) @ HIGH PARAPET 'BAND'
2 2/12/21 ADDENDUM 2
8 3/1/21 ADDENDUM 8
1 1/2" = 1'-0"
REFERENCING VIEW: 3/ A-3.22
7 SECTION DETAIL (B) @ STAIR BULKHEAD
SECOND FLOOR
+41' -6 3/8"
P.9
TRUSSES FORMED OF 4" CF
CHANNELS [05_4000],AT 24" ON
CENTER, LAG-BOLTED TO STEEL
STRUCTURE
ROUT AND RETURN COMPOSITE METAL PANEL
(FASCIA) [07_4213.23] -SUPPORTED ON 3 5/8"
GALVANIZED LGM CHANNELS AT 16" OC
PARAPET FLASHING [07_
5419] -- LAP OVER WRM
AND CARRY ONTO GYP.
SHEATHING
REINFORCED PVC PARAPET
FLASHING SET IN BONDING
ADHESIVE: 07_5419
1" Z-GIRTS, STRIPPED
INTO PARAPET FLASHING
WITH COMPATIBLE
FLASHING TAPE:
WRAP WEATHER RESISTIVE MEMBRANE
(WRM) ONTO TOP OF BLOCKING TO
INTERFACE WITH PVC PARAPET FLASHING
SELF ADHERING ROOF VAPOR
BARRIER: 07_5419
3/4" F.T. PLYWOOD
SHEATHING: 06_1600
3/4" F.T. PLYWOOD PARAPET
SHEATHING: 06_1600
CONTINUOUS BRAKE
METAL SUPPORT: 07_
4213.23
SELF-ADHERED WEATHER-
RESISTIVE MEMBRANE: 07_2715
CONTINUOUS COLD FORMED
CHANNELS (BRIDGING): 05_4000
SEALANT AND BACKER ROD
CARRY
SHEETROCK
UP TO DECK
AND SEAL
EDGE
2 1/2" LGM
STUDS @ `6"
O.C.
SECOND FLOOR
+41' -6 3/8"
A-5.02
7
P.6
6" MINERAL WOOL
INSULATION: 04_2000
SELF ADHERING ROOF
VAPOR BARRIER: 07_5419
3/4" EXTERIOR-GRADE
PLYWD SHEATHING: 06_1000
PRECAST CONCRETE
STRINGCOURSE: 04_2000
SELF ADHERING WEATHER RESISTANT
MEMB. (WRB): 07_2715
STONE ANCHORS AT 32"
O.C.: 04_2000
8" COLD FORMED STEEL CHANNELS AT 16"
O.C., BRACED TO STRUCTURE WITH CLIP
ANGLES; SEE DELEGATED DESIGN REQS
IN 05_4000TOP OF BLCKG1' - 1 3/8"RA-5
DEFLECTION HEAD:
05_4000
3" CFMF CHANNELS AT 16"
O.C. TO SUPPORT
SHEATHING: 05_4000
HORIZONTAL EXPANSION JOINT
[07_9219]: TYP AT ALL DEFL.
HEADS
Z CLIPS AT 12" OC
05_4000
METAL THROUGH-WALL
FLASHING SET IN SEALANT
OVER SILL: 07_6200
SECOND FLOOR
+41' -6 3/8"
A-6.10
1 SIMILAR
EWA-6
P.1 P.2
CONTIN. AIR BARRIER
TAPE OVER FLASHING
TERMINATION: 07_2715
CONTINUOUS PT BLOCKING
LAGGED INTO CMU: 06_1000
COUNTER - FLASHING CLEAT :
07_6200
REINFORCED PVC VERTICAL
FLASHING SET IN BONDING
ADHESIVE: 07_5419
CONTIN. AIR BARRIER
TAPE OVER FLASHING
TERMINATION: 07_2715
MECHANICAL
FASTENERS FOR METAL
FLASHING: 07_6200
EDGE SEALANT: 07_5419
SEAM FASTENING PLATE:
07_5419
COVER BOARD OVER 3"
RIGID INSULATION (BY
ROOFING
SUBCONTRACTOR): 07_5419
TWO PIECE METAL BASE
FLASHING AND COUNTER-
FLASHING : 07_6200
CONTIN. AIR BARRIER TAPE
OVER BLOCKING: 07_2715
FLUID APPLIED WRM:
07_2726 MIN.8"3.5" ACOUSTICAL STEEL DECK:
05_3100
10.5" ALUMINUM
CURTAINWALL:08_4413
T.O.S. GYM HIGH POINT
+62' -7 3/4"
EDGE SEALANT:
07_5419
SEAM FASTENING
PLATE: 07_5419
CONTINUOUS FIRE TREATED
BLOCKING: 06_1000
BRAKE METAL SUPPORT
1" Z-GIRTS, STRIPPED INTO
PARAPET FLASHING WITH
COMPATIBLE FLASHING TAPE:
SLOPED HAT CHANNELS
COMPOSITE FRAMING SUPPORT
SYSTEM AND 6" MINERAL WOOL
INSULATION: 06_7100
WRAP WEATHER RESISTIVE MEMBRANE (WRM) ONTO TOP OF
BLOCKING TO INTERFACE WITH PVC PARAPET FLASHING
COMPOSITE METAL PANEL FOLDS OVER TO CREATE
COPING - CONTINUOUS WITH WALL PANELS BELOW:
07 4213.23
SELF-ADHERING SHEET WEATHER
RESISTIVE MEMBRANE: 07_2715
CARRY PVC PARAPET FLASHING
[07_5419]OVER PARAPET AND
ON TO FACE OF SHEATHING
SELF ADHERING ROOF VAPOR
BARRIER: [07_5419]; CARRY
ABOVE ROOF DRAINAGE PLANE
8" FIBERGLASS INSULATION BETWEEN
LGM CHANNELS: 07_2100
3/4" EXTERIOR-GRADE
PLYWOOD: 06_1000
3 1/2" ACOUSTICAL
DECK: 05_3100
EWA-6
P.1
CONTIN. ALUMINUM
HEAD EXTENSION [08_
3100] , TO COVER GAP
BETWEEN MULLION
AND BEAM
SLOPING STEEL
BEAM, 05_1200
CONTINUOUS BLOCKING
[06_1000] FOR CW HEAD
EXTENSION ATTACHMENT
A-6.10
3
SIMILAR
8" COLD FORMED STEEL CHANNELS AT 16" O.C.,
BRACED TO STRUCTURE WITH CLIP ANGLES;
SEE DELEGATED DESIGN REQS IN 05_4000
T.O. BLOCKING
+65.07 ft
2' - 5"VARIESALUMINUM CURTAIN WALL: 08_4413TO R.O.3' - 0 7/8"SEALANT IN UPWARD
FACING ACM JOINTS (TYP
@ SIMILAR CONDITIONS)
FIRST FLOOR
+28' -2 3/8"
B33
SIMILAR
CONTINUOUS
UNDER-SLAB VAPOR
RETARDER [07_
2616.13] -TURN
DOWN AND SECURE
TO FOUNDATION
PRIOR TO SLAB
POUR
BROOM FINISHED CONC.
PAVING: 32_1313
3" HIGH
DENSITY RIGID
INSULATION: 07
_2100
EXPANDABLE FILLER: 32_1314
3" FOIL-FACED
POLYISOCYANURATE : 07_2100
PRECAST CONC. BASE: 04_2000
BITUMINOUS DAMPPROOFING
07_1113
CONTIN. P.T.
BLOCKING
GROUT SOLID BELOW SILL
3" HIGH DENSITY RIGID
INSULATION: 07_2100
STONE ANCHORS:04_2000
PLASTIC SHIMS: 04_2000
APPLY LIQUID WALL AWB OVER
FOUNDATION WALL AND
DAMPPROOFING
WOOD ATHLETIC
FLOOR'G SYSTEM:
09_6466
SCHEDULED
BASE: SEE FIN.
SCHEDULE
A-6.10
4
DRAINAGE BOARD: 07_2100
1' - 2 1/4"
1' - 5 3/4"11"6 1/4"
THROUGH-WALL METAL
FLASHING [04_2000] -WITH
WELDED END DAMS AND
HEMMED DRIP
1' - 11"
11 1/2"
CONNECT LIQUID-APPLIED WRM
[07_2726] TO FOIL-FACED
INSULATION WITH CONTINUOUS
WRM STRIPPING [07_2715]
CONTINUOUS WRM STRIPPING
[07_2715] AT JOINT WITH
FOUNDATION
SECOND FLOOR
+41' -6 3/8"
B33
5
A-5.15
A-6.10
1 SIMILAR
A-6.10
3 SIM.
FLUID APPLIED WEATHER RESISTANT
MEMBRANE (WRM) :07_2726
METAL THRU-WALL FLASHING
[07_6200], CONTINUOUS, TO
DIRECT WATER TO HEAD
WEEPS:
CONTIN. AIR BARRIER TAPE OVER
FLASHING TERMINATION: 07_2715
MECHANICAL FASTENERS FOR
METAL FLASHING: 07_6200
COMPOSITE FRAMING SUPPORT
SYSTEM WITH 6" MINERAL WOOL
INSULATION: 06_7100
10.5" ALUMINUM
CURTAINWALL:08_4413
SELF ADHERED WRM [07_2715] OVER EXT. GR
PLYWOOD SHEATHING; WRAP INTO R.O.; APPLY
PRIOR TO FLUID-APPLIED WRM
APPLY LIQUID WALL WRM OVER
MEMBRANE WRM
2 1/2" LGM CHANNELS
SUPPORTING
CONTIN. EXT.
PLYWOOD SHEATH'G
[06_1600], TO COVER
BEAM
B.O. STL PLATE
40' - 10 1/4"8 1/8"THERMAL SEPARATOR BY METAL PANEL
INSTALLER
8
SECOND FLOOR
+41' -6 3/8"
FACE-ATTACHED GLASS FIBER
REINFORCED CONCRETE PANEL
SYSTEM W/COLOR-MATCHED
RIVETS
6" MINERAL WOOL
INSULATION: 06_7100
FLUID APPLIED WEATHER
RESISTANT MEMBRANE :
07_2726
ALUMINUM CURTAINWALL:
08_4413
B33
METAL THRU-WALL FLASHING:
07_6200
EWA-5
A-6.10
7
SIMILAR
SET FLASHING IN SEALANT:
07_6200
CONTIN. AIR BARRIER
TAPE OVER FLASHING
TERMINATION: 07_2715
MECHANICAL
FASTENERS FOR
METAL FLASHING:
07_6200 PRECAST CONCRETE
STRINGCOURSE: 04_2000
L6 X 6 X 12" LONG [05_5000]-
ONE AT EACH END PER PCC
PIECE; LAGGED TO CMU:
WRAP WRM AROUND STEEL
SUPPORTS: 07_2715
COMPOSITE FRAMING SUPPORT
SYSTEM [06_7100]--STRIP WITH
MEMBRANE WRB 4 7/8"HSS STEEL HORIZ BRACE:
05_1200 (SEE STRUCT.
DETAIL)
4" GROUND FACED CMU
SOAP, CONTIN., TO HIDE
STEEL SILL:04_2000
ALUMINUM CURTAIN WALL: 08_4413
B33
T.O.S. GYM HIGH POINT
+62' -7 3/4"
A-6.10
9
SIMILAR
EWA-5
MANUFACTURED METAL
COPING: 07_7100
6" MINERAL WOOL
INSULATION: 06_7100
REINFORCED PVC PARAPET
FLASHING SET IN BONDING
ADHESIVE: 07_5419
EDGE SEALANT: 07_5419
SEAM FASTENING PLATE:
07_5419
CONTINUOUS FIRE
TREATED BLOCKING:
06_1000
CONTINUOUS ALUM CLEAT:
07_7113
COMPOSITE FRAMING
SUPPORT SYSTEM: 06_
7100
WRAP WALL WEATHER
RESISTIVE MEMBRANE (WRM)
ONTO TOP OF BLOCKING TO
INTERFACE WITH PVC
PARAPET FLASHING
CARRY PVC PARAPET
FLASHING OVER PARAPET
AND ON TO FACE OF
BLOCKING (07_5419)
SELF ADHERING ROOF VAPOR
BARRIER [07_5419] --TERMINATE
ABOVE DRAINAGE PLANE
8" FIBERGLASS INSULATION
BETWEEN LGM CHANNELS:
07_2100
3/4" EXTERIOR-GRADE
PLYWOOD: 06_1600
8" COLD FORMED STEEL
CHANNELS AT 16" O.C.,
BRACED TO STRUCTURE
WITH CLIP ANGLES; SEE
DELEGATED DESIGN
REQS IN 05_40001' - 10"T.O. BLOCKING
+64.48 ft
RA-5
B24 B25
T.O.S. GYM HIGH POINT
+62' -7 3/4"
2 HOUR RATED CMU
PARAPET: 04:4200
MANUFACTURED METAL
COPING: 07_7100
6" MINERAL WOOL INSULATION:
07_2100
REINFORCED PVC PARAPET
FLASHING SET IN BONDING
ADHESIVE: 07_5419
EDGE SEALANT: 07_5419
SEAM FASTENING PLATE:
07_5419
CONTINUOUS FIRE TREATED
BLOCKING: 06_1000
COVER BOARD TO RECEIVE
PVC MEMBRANE
COMPOSITE FRAMING
SUPPORT SYSTEM: 06_7100
APPLY WALL AIR AND WEATHER
BARRIER (AWB) ONTO TOP AND BACK
OF PARAPET TO INTERFACE WITH PVC
PARAPET FLASHING
CARRY PVC PARAPET FLASHING
OVER PARAPET AND ON TO
FACE OF BLOCKING (07_5419)
FLUID APPLIED MEMBRANE AIR
BARRIER: 07_2726
CONTINUOUS ROOF VAPOR
RETARDER--TURN UP AND ADHERE
TO FACE OF PARAPET: 07_5419
AIR BARRIER TAPE AT
JOINT WITH ROOF VR:
07_2715
APPLY LIQUID WALL
WRM OVER ROOF
VAPOR RETARDER
STRIP OVER GIRT ATTACHMENT WITH
AVB TAPE: 07_2715 TO TOP OF BLOCKING1' - 10"1' - 5 5/8"
ACOUSTICAL STEEL
DECKING: 05 31002' - 0 5/8"T.O. BLOCKING
64.48'
MAIN ROOF
+54' -10 3/8"
FIRE TREATED WD CURB
WITH STUDS AT 16" O.C. :
06_1000
ROOF TO WALL EXPANSION
JOINT: 07_7129
PVC VERTICAL
FLASHING SET IN
BONDING
ADHESIVE: 07_5419
SELF ADHERING ROOF VAPOR
RETARDER [07_2600]--TURN UP AND
ADHERE TO FACE OF PARAPET
AIR BARRIER TAPE AT JOINT
WITH ROOF VR: 07_2715
CONTIN. AIR BARRIER
TAPE: 07_2715
MECHANICAL FASTENERS FOR
EXPANSION JOINT: 07_6200
APPLY LIQUID WALL AWB OVER
ROOF VAPOR RETARDER
COVER BOARD OVER 3" RIGID
INSULATION (BY ROOFING
SUBCONTRACTOR): 07_5419
EXPANSION JOINT COUNTER
FLASHING: 07_7129
APPLIED
CEMENTITIOUS
FIREPROOFING: 07_
8100
FLUID APPLIED MEMBRANE AIR AND
WEATHER BARRIER: 07_7129
8"EWA-5
VARIESHOLD TOP OF CURB LEVEL AS DECK SLOPES2' - 10"CONTINUOUS JOINT
FIRESTOPPING BETWEEN DECK
AND FIRE WALL: 07_8443
FIRST FLOOR
+28' -2 3/8"
B33
CONTINUOUS UNDER-SLAB VAPOR
RETARDER [07_2600] -TURN DOWN AND
SECURE TO FOUNDATION PRIOR TO SLAB
POUR
3" FOIL-FACED
POLYISOCYANURATE : 07_2100
CONC FOUNDATION: 03_3000
CONTIN. P.T. BLOCKING
GROUT SOLID BELOW SILL
3" HIGH DENSITY RIGID INSULATION:
07_2100
PLASTIC SHIMS: 03_4500
APPLY LIQUID WALL AWB OVER
FOUNDATION WALL AND
DAMPPROOFING
DRAINAGE BOARD: 07_2100
THROUGH-WALL METAL FLASHING [04_2000]
BITUMINUOS DAMPPROOFING: 07_1113
CONNECT LIQUID-APPLIED WRM
[07_2726] TO FOIL-FACED
INSULATION WITH CONTINUOUS
WRM STRIPPING [07_2715]
CONTINUOUS WRM STRIPPING [07_2715]
AT JOINT WITH FOUNDATION
PRECAST CONC. BASE [03_4500]
ATTACHED TO STRUCT. WITH STONE
ANCHORS
SELF ADHERING WEATHER
RESISTIVE MEMBRANE : 07_2715
CONTIN. AIR BARRIER
TAPE: 07_2715
MORTAR NET: 04_2000
OPEN JOINT WEEPS
1' - 5 3/4"
1' - 5 3/4"11"1' - 11"
11 1/2"
CMU SHEAR WALL
[04_2000] SEE
STRUCT. DETAIL
FOR SHEAR
CONNECTION
SECOND FLOOR
+41' -6 3/8"
B27B26
RA-2 RA-5
2 HOUR RATED
FIRESTOPPING [07_
8443]-FILL DECK FLUTES ACOUSTICAL STEEL
DECKING: 05 3100
MINERAL WOOL BATT IN
REINFORCED POLYETHYLENE
LINER
BASE FLASHING,
HOT AIR WELDED
FOAM ROD TUBING
MEMBRANE FLASHING,
HOT AIR WELDED
FASTENER & DISK,
TYP
ADHERED ROOF VAPOR
BARRIER TRANSITION
STRIP--CARRY ON TO TOP
OF CURB
CONTINUOUS STEEL
ANGLE--SEE
STRUCTURAL
DRAWINGS
2X WOOD BLOCKING
TWO HOUR
RATED CMU FIRE
WALL
SECOND FLOOR
+41' -6 3/8"
P.3P.1
FIRE TREATED WD CURB
WITH STUDS AT 16" O.C. :
06_1000
ROOF TO WALL EXPANSION
JOINT: 07_7129
PVC VERTICAL
FLASHING SET IN
BONDING
ADHESIVE: 07_5419
SELF ADHERING ROOF VAPOR
RETARDER [07_2600]--TURN UP
AND ADHERE TO FACE OF CMU
AIR BARRIER TAPE AT JOINT
WITH ROOF VR: 07_2715
CONTIN. AIR BARRIER
TAPE: 07_2715
MECHANICAL FASTENERS FOR
EXPANSION JOINT: 07_6200
APPLY LIQUID WALL AWB OVER
ROOF VAPOR RETARDER
COVER BOARD OVER 3" RIGID
INSULATION (BY ROOFING
SUBCONTRACTOR): 07_5419
EXPANSION JOINT COUNTER
FLASHING: 07_7129
APPLIED
CEMENTITIOUS
FIREPROOFING: 07_
8100
FLUID APPLIED MEMBRANE AIR
AND WEATHER BARRIER: 07_7129
8"CONTINUOUS 2 HOUR
RATED JOINT FIRESTOPPING
BETWEEN DECK AND FIRE
WALL: 07_8443
2 HOUR CMU FIRE WALL :04_
2000
CONTINUOUS DECK EDGE SUPPORT
ANGLE [05_1200]--SEE STRUCT
DETAIL
6"
J.7
T.O.S. GYM HIGH POINT
+62' -7 3/4"
EWA-5
MANUFACTURED METAL
COPING: 07_7100
6" MINERAL WOOL
INSULATION: 06_7100
REINFORCED PVC PARAPET
FLASHING SET IN BONDING
ADHESIVE: 07_5419
CONTINUOUS FIRE TREATED
BLOCKING: 06_1000
CONTINUOUS ALUM
CLEAT: 07_7113
COMPOSITE FRAMING SUPPORT
SYSTEM: 06_7100
WRAP WALL WEATHER
RESISTIVE MEMBRANE [07_
2715]ONTO TOP OF BLOCKING
TO INTERFACE WITH PVC
PARAPET FLASHING
CARRY PVC PARAPET FLASHING
OVER PARAPET AND ON TO
FACE OF BLOCKING (07_5419)
SELF ADHERING ROOF
VAPOR BARRIER [07_
5419]; TERMINATE ABOVE
DRAINAGE PLANE
8" FIBERGLASS INSULATION
[07_2100]
3/4" EXTERIOR-GR
PLYWOOD: 06_1000
RA-4
EDGE SEALANT:
07_5419
SEAM FASTENING
PLATE: 07_5419
3 1/2" ACOUSTICAL
DECK: 05_3100
.090" BRAKEMETAL
INFILL PIECE [05_5000];
CONTINUOUS
12" ACOUSTICAL CMU
[04_2000], HOLD TOP
LEVEL
2" COLD FORMED
STEEL CHANNELS @
16" O.C.: 05_4000
TO CFMF
5 1/2"
8" COLD FORMED STEEL CHANNELS
AT 16" O.C., BRACED TO
STRUCTURE WITH CLIP ANGLES;
SEE DELEGATED DESIGN REQS IN
05_4000
SELF ADHERING WRM [07_2715]; WRAP
OVER FLUID APPLIED WRM AT CMU
FLUID-APPLIED WEATHER-
RESISTIVE MEMRANE: 07_27261' - 10"T.O. BLOCKING
63.48'VARIES20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1 1/2" = 1'-0"3/1/2021 10:16:28 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-5.04
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
EXTERIOR DETAILS -
VERTICAL (PART B)
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
2 SECTION DETAIL (B) @ ADAPTIVE PE PARAPET
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
6 SECTION DETAIL (B) @ SO. GYM. LOW P'PET
1 1/2" = 1'-0"
REFERENCING VIEW: 4/ A-3.24
9 SECTION DETAIL (B) @ ACM-ROOF TRANSITION
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
10 SECTION DET. (B) @ GYM ACM PARAPET
1 1/2" = 1'-0"
REFERENCING VIEW: 4/ A-3.25
14 SECTION DETAIL (B) @ GYMNASIUM CW BASE
1 1/2" = 1'-0"
REFERENCING VIEW: 4/ A-3.25
15A SECTION DETAIL (B) @ GYMNASIUM SPANDREL
1 1/2" = 1'-0"
REFERENCING VIEW: 5/ A-3.25
12 SECTION DETAIL (B) @ GYMNASIUM CW SILL
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
13 SECTION DETAIL (B) @ GYM CW HEAD / PARAPET
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
4 SECTION DETAIL (B) @ FIRE WALL PARAPET
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
3 SECTION DETAIL (B) @ ROOF EXPANSION JOINT
2 2/12/21 ADDENDUM 2
3 2/18/21 ADDENDUM 3
8 3/1/21 ADDENDUM 8
1 1/2" = 1'-0"
REFERENCING VIEW: 5/ A-3.25
11 SECTION DETAIL (B) AT GYM BASE
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13B
7 SECTION DETAIL (B) @ ROOF EXP. JOINT
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
1 SECTION DETAIL (B) @ GYM EXP. JOINT
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
16 SECTION DETAIL (B) @ GYM GFRC PARAPET
MAIN ROOF
+54' -10 3/8"
B24 B25
A-6.10
3
REINFORCED PVC PARAPET
FLASHING SET IN BONDING
ADHESIVE: 07_5419
EDGE SEALANT: 07_5419
SEAM FASTENING PLATE: 07_5419
CONTINUOUS FIRE TREATED
BLOCKING: 06_1000
BRAKE METAL SUPPORT
1" Z-GIRTS, STRIPPED INTO
PARAPET FLASHING WITH
COMPATIBLE FLASHING TAPE
PVC PARAPET FLASHING [07_5419]
INTERFACING WITH ROOF VAPOR
RETARDER --TERMINATE VR JUST
ABOVE DRAINAGE PLANE
SLOPED HAT CHANNELS
COMPOSITE FRAMING SUPPORT
SYSTEM: 06_7100
WRAP AIR AND WEATHER
BARRIER (AWB) ONTO TOP OF
BLOCKING TO INTERFACE WITH
PVC PARAPET FLASHING
COMPOSITE METAL PANEL
FOLDS OVER TO CREATE
COPING - CONTINUOUS WITH
WALL PANELS BELOW: 07 4213.23
SELF-ADHERING SHEET AIR AND
WEATHER BARRIER: 07_2715
CARRY PVC PARAPET FLASHING [07
_5419] OVER PARAPET AND ON TO
FACE OF WALL SHEATHING
SELF ADHERING ROOF VAPOR
RETARDER: 07_5419
8" FIBERGLASS INSULATION
BETWEEN LGM CHANNELS:
07_2100
3/4" EXTERIOR-GRADE PLYWOOD
PARAPET SHEATHING: 06_1600
6" MINERAL WOOL INSULATION:
07_2100
GLASS-MAT GYPSUM SHEATHING:
06_1600. 3 1/2"COLD FORMED FRAMING
CANTILEVERED UP TO SUPPORT
PARAPET: 05_4000TO TOP OF BLOCKING3' - 6 3/8"COLD FORMED METAL CLIPS [05_2100] AT
EACH C.F. CHANNEL, SLOTTED TO ALLOW
FOR DIFFERENTIAL MOVEMENT, ATTACHED
TO DECK ANGLE
CONTINUOUS HUNG STEEL
LINTEL: 05_1200
CONTINUOUS STEEL ANGLE:
05_1200
@ DECK ANGLE
8"
1 1/4"
SECOND LAYER OF 5/8" GWB TO
CONCEAL HUNG LINTEL
BRAKE METAL SUPPORTS FOR BATTS
(BETWEEN STUDS): 07_2100
SEALANT AT UPWARD FACING
JOINTS. TYPICAL AT ALL INSTANCES
WHERE THIS CONDITION OCCURS
BEND IN PANEL 07 4213.23
FIRST FLOOR
+28' -2 3/8"
B24 B25
A-6.10
1
CONTINUOUS UNDER-
SLAB VAPOR RETARDER
[07_2616.13] --TURN UP
FOR WRM TIE IN.
METAL THRU-WALL
FLASHING: 07_6200
3" EXTRUDED
POLYSTYRENE
INSULATION: 07_2100
BITUMINOUS DAMPPROOFING :
07_1113
PRECAST CONC. BASE [04_2000]
ATTACHED TO STRUCT. WITH STONE
ANCHORS
CONC FOUNDATION: 03_3000
SELF ADHERING WEATHER
RESISTIVE MEMBRANE : 07_2715
CONTIN. AIR BARRIER TAPE: 07_2715
MECHANICAL
FASTENERS FOR METAL
FLASHING: 07_6200
CONTIN. P.T. BLOCKING
GROUT SOLID
3" HIGH DENSITY RIGID
INSULATION: 07_2100
3" FOIL-FACED
POLYISOCYANURATE
INSULATION: 07_2100;
SEQUENCED AFTER
SHEATHING AND WRM TIE-
IN
LAP WALL AWB OVER
SLAB VAPOR BARRIER
AND TAPE SEAM WITH AIR
BARRIER TAPE [07_2715]
CONNECT WRM TO FOIL-FACED
INSUL. WITH CONTINOUS WRM
STRIPPING [07_2715]
CONTINOUS WRM STRIPPING [07_2715] AT
JOINT WITH FOUNDATION.
DRAINAGE BOARD: 07_2100
COMPOSITE FRAMING SUPPORT SYSTE
AND MINERAL WOOL INSUL.: 06_7100
GLASS-FACED GYPSUM SHEATHING: 06_1600
BEND IN METAL PANEL
PLASTIC SHIMS: 04_2000
TO E.O.S.
1' - 6"
TO FACE OF FOUNDATION
2' - 2"TO T.O.F.11"EXPOSED PAINTED STL
COLUMN : 05_2100
INSIDE FACE OF
FURRING WALL AT B-C
LINK (SEE FLOOR PLANS)
SECOND FLOOR
+41' -6 3/8"
B24 B25
A-6.10
3
A-6.10
1
SELF ADHERING WEATHER
RESISTIVE MEMBRANE : 07_2715
COMPOSITE FRAMING SUPPORT
SYSTEM: 06_7100
FIN TUBE RADIATOR: 23_000
1' - 5 7/8"
STRIP GIRTS INTO WRM WITH
CONTINUOUS AIR BARRIER TAPE :
07_2715
CONTINUOUS BENT PLATE: 05_1200
CONTINUOUS HUNG STEEL
LINTEL: 05_1200
SECOND LAYER OF 5/8"
GWB AT C.W. HEAD (TO
CONCEAL HUNG LINTEL)
EXPOSED PAINTED STL
COLUMN : 05_2100
INSIDE FACE OF
FURRING WALL AT B-C
LINK (SEE FLOOR PLANS)
DEFLECTION HEAD: 05_4000
HORIZONTAL EXPANSION JOINT [07_9219]:
TYP. AT ALL DEFL. HEADS
FIRST FLOOR
+28' -2 3/8"
C115
A-6.10
1
CONTINUOUS UNDER-SLAB
VAPOR RETARDER--TURN UP FOR
AVB TIE IN.: 07_2600
2" CONCRETE TOPPING SLAB:
03_3000, WITH POLISHED
CONC FINISH:03_3543
A-5.05
1
2' - 0"
SIMILAR
SECOND FLOOR
+41' -6 3/8"
C115
A-6.10
1
A-6.10
3
SELF ADHERING WEATHER
RESISTIVE MEMBRANE : 07_2715
COMPOSITE FRAMING SUPPORT
SYSTEM: 06_7100
STRIP GIRTS INTO WRM WITH
CONTINUOUS AIR BARRIER TAPE :
07_2715
1' - 3 7/8"
EWA-2
CONTINUOUS HUNG STEEL
LINTEL: 05_1200
SECOND LAYER OF 5/8"
GWB AT C.W. HEAD (TO
CONCEAL HUNG LINTEL)
1 5/8" LIGHTGAGE CHANNELS
@ 16" O.C.: 05_4000
E.O.S.
1' - 3"
DEFLECTION HEAD: 05_4000
HORIZONTAL EXPANSION
JOINT [07_9219]: TYP AT ALL
DEFL. HEADS
SECOND FLOOR
+41' -6 3/8"
A-6.06
9
A-6.06
11
SELF ADHERING WEATHER
RESISTIVE MEMBRANE : 07_2715
COMPOSITE FRAMING SUPPORT
SYSTEM: 06_7100
4 5/8"
EWA-2
E.O.S.
3 1/2"
HORIZONTAL EXPANSION
JOINT [07_9219]: TYP AT ALL
DEFL. HEADS
STRIP GIRTS INTO WRM WITH CONTINUOUS
AIR BARRIER TAPE : 07_2715
6" MINERAL WOOL
INSULATION : 06_7100
FIRST FLOOR
+28' -2 3/8"
A
A-6.06
9
CONTINUOUS UNDER-SLAB VAPOR
RETARDER [07_2616.13] --TURN UP FOR
WRM TIE IN.
METAL THRU-WALL
FLASHING: 07_6200
3" EXTRUDED
POLYSTYRENE
INSULATION: 07_2100
BITUMINOUS DAMPPROOFING :
07_1113
PRECAST CONC. BASE [04_2000] ATTACHED
TO STRUCT. WITH STONE ANCHORS
CONC FOUNDATION: 03_3000
SELF ADHERING WEATHER
RESISTIVE MEMBRANE : 07_2715
CONTIN. AIR BARRIER TAPE: 07_2715
MECHANICAL FASTENERS
FOR METAL FLASHING: 07_
6200
CONTIN. P.T. BLOCKING
GROUT SOLID
3" HIGH DENSITY RIGID
INSULATION: 07_2100
3" FOIL-FACED
POLYISOCYANURATE
INSULATION: 07_2100;
SEQUENCED AFTER
SHEATHING AND WRM TIE-IN
LAP WALL AWB OVER SLAB
VAPOR BARRIER AND TAPE
SEAM WITH AIR BARRIER TAPE
[07_2715]
CONNECT WRM TO FOIL-FACED INSUL. WITH
CONTINOUS WRM STRIPPING [07_2715]
CONTINOUS WRM STRIPPING [07_2715] AT
JOINT WITH FOUNDATION.
DRAINAGE BOARD: 07_2100
CFS SYSTEM AND MINERAL WOOL
INSULATION: 06_7100
GLASS-FACED GYPSUM SHEATHING: 06_1600
BEND IN METAL PANEL
PLASTIC SHIMS: 04_2000
6' - 1 1/4"
EXTERIOR SEALANT AT VERT. PCC JOINTS
6 1/8"8"MAIN ROOF
+54' -10 3/8"
A-6.06
11
6" MINERAL WOOL INSULATION:
06_2100
GLASS-MAT GYPSUM SHEATHING:
06_16003 1/2"CONTINUOUS HUNG STEEL
LINTEL: 05_1200
EDGE ANGLE [05_1200]; SEE
STRUCTURAL DETAILS
8" COLD FORMED CHANNELS
AT 16" O.C., BRACED TO
STRUCTURE WITH COLD
FORMED CLIP ANGLES; SEE
DELEGATED DESIGN REQS IN
05_4000TO TOP OF BLOCKG2' - 11 1/2"A-5.01
14
DEFLECTION HEAD: 05_4000
HORIZONTAL EXPANSION JOINT [07_9219]:
TYP. AT ALL DEFL. HEADS
SECOND FLOOR
+41' -6 3/8"
J.7
EWA-5
CONTINUOUS FIRE
TREATED WD BLOCKING
LAGGED TO CMU : 06_1000
COUNTER - FLASHING CLEAT :
07_6200
REINFORCED PVC VERTICAL
FLASHING SET IN BONDING
ADHESIVE: 07_5419
SELF ADHERING ROOF VAPOR
RETARDER [07_5419]TURN UP
8" ABOVE DECK
AIR BARRIER TAPE AT JOINT
WITH ROOF VR: 07_2715
CONTIN. AIR BARRIER
TAPE OVER FLASHING
TERMINATION: 07_2715
MECHANICAL
FASTENERS FOR METAL
FLASHING: 07_6200
HEAT WELD FLASHING EDGE: 07_5419
APPLY WALL WRM OVER ROOF
VAPOR RETARDER
SEAM FASTENING PLATE:
07_5419
COVER BOARD OVER 3" RIGID
INSULATION (BY ROOFING
SUBCONTRACTOR): 07_5419
TWO PIECE METAL BASE
FLASHING AND COUNTER-
FLASHING : 07_6200
CONTIN. AIR BARRIER TAPE OVER
BLOCKING: 07_2715 FLUID APPLIED WRM:
07_2726 MIN.8"FIN TUBE RADIATOR:
23_0000
8
SECOND FLOOR
+41' -6 3/8"
J
6" MINERAL WOOL INSULATION:
04_2000
NORMAN FACE-BRICK: 04_2000
COMPOSITE METAL PANEL FOLDS
OVER TO CREATE COPING -
CONTINUOUS WITH WALL PANELS
BELOW: 07 4213.23
REINFORCED PVC PARAPET
FLASHING SET IN BONDING
ADHESIVE: 07_5419
EDGE SEALANT: 07_5419
SEAM FASTENING PLATE:
07_5419
CONTINUOUS
FIRE TREATED
BLOCKING: 06_
1000
1" Z-GIRTS, STRIPPED INTO
PARAPET FLASHING WITH
COMPATIBLE FLASHING
TAPE:
WRAP WEATHER RESISTIVE
MEMBRANE (WRM) ONTO TOP OF
BLOCKING TO INTERFACE WITH
PVC PARAPET FLASHING
CARRY PVC PARAPET FLASHING
OVER PARAPET AND ON TO FACE OF
SHEATHING (07_5419)
SELF ADHERING ROOF
VAPOR BARRIER: 07_5419
8" FIBERGLASS INSULATION
BETWEEN LGM CHANNELS: 07_2100
3/4" EXTERIOR-GRADE
PLYWD SHEATHING: 06_1000
BRAKE METAL
SUPPORT
CONTIN. AIR BARRIER TAPE
OVER FLASHING
TERMINATION: 07_2715
PRECAST CONCRETE
STRINGCOURSE: 04_2000
FLUID APPLIE WEATHER
RESISTANT MEMBRANE (WRB):
07_2726
1 5/8" LIGHTGAGE CHANNELS
@ 16" O.C.: 05_4000
CMU SHEAR WALL [04_2000]
SEE STRUCT. DETAIL FOR
SHEAR CONNECTION
STONE ANCHORS AT 32"
O.C.: 04_2000
8" COLD FORMED STEEL CHANNELS AT 16"
O.C., BRACED TO STRUCTURE WITH CLIP
ANGLES; SEE DELEGATED DESIGN REQS
IN 05_4000TOP OF BLCKG1' - 1 3/8"METAL THROUGH-WALL FLASHING
SET IN SEALANT OVER SILL: 07_6200
SEALANT AT UPWARD FACING
JOINTS. TYPICAL AT ALL INSTANCES
WHERE THIS CONDITION OCCURS
4 7/8"MAIN ROOF
+54' -10 3/8"
ROOF SCREEN PERFORATED
PANEL: 10_8213.13
PAINTED ALUM COPING:10_8213.13
ROOFING MANUFACTURER'S APPROVED
ROOF PENETRATION/ FLASHING DETAIL AT
ALL STRUCTURAL PENETRATIONS9' - 9"SPRAY
POLYURETHANE
FOAM: 07_5419
ROOF SCREEN PERFORATED
PANEL: 10_8213.13
VERTICAL C-CHANNELS WELDED
TO ANGLES [05_5000]
T.O. STEEL FRAME
64.62'
WHITE, ADHERED PVC
MEMBRANE ROOF SYSTEM
(SEE ROOF TYPES)
GALVI. STEEL TUBE, SEE
STRUCTURAL DWGS; PROVIDE
WEEPS AT BOTTOM OF
HORIZONTALS 32" O.C., TYP
CL
1" MIN.1' - 7"2' - 7"CLIP ANGLES WELDED TO HORIZ
TUBE: 05_1200
8"RA-310"7 1/2"
GALVANIZED STEEL FRAME: 05_
1200
9' - 0"7' - 2"VERTICAL C-CHANNELS WELDED
TO ANGLES [05_5000]
RA-2
3-1/2" ACOUSTIC CONCRETE FILL
OVER TYPICAL ROOF DECK: [05_
3100]
BASE PLATE, ANCHORED TO STRUCTURE;
SEE STRUCTURAL DWGS.
FIRST FLOOR
+28' -2 3/8"
J
SIMILAR
3"
TO FACE OF FOUNDATION
1' - 5"
1' - 0"8"
EWA-4B
CMU SHEAR WALL [04_2000]
SEE STRUCT. DETAIL FOR
SHEAR CONNECTION A-5.04
14
EXPANDABLE FILLER [03_
3000]
CONTINUOUS UNDER-SLAB
VAPOR RETARDER [07_2600] -
TURN DOWN AND SECURE TO
FOUNDATION PRIOR TO SLAB
POUR 11"T.O. PCC8"MAIN ROOF
+54' -10 3/8"
D.1D
2 1/2"
MINERAL WOOL BATT IN
REINFORCED POLYETHYLENE
LINER
BASE FLASHING,
HOT AIR WELDED
FOAM ROD TUBING
2X WOOD BLOCKING
MEMBRANE FLASHING,
HOT AIR WELDED
FASTENER & DISK,
TYP
RA-1
1' - 4"5 1/2"8"ADHERED ROOF VAPOR
BARRIER--CARRY ON TO
TOP OF CURB
CONTINUOUS STEEL ANGLES--
SEE STRUCTURAL DRAWINGS
BRACE VERTICAL STUDS TO
STRUCTURE ON SOUTH SIDE OF
EXPANSION JOINT
2X WOOD BLOCKING
FIRST FLOOR
+28' -2 3/8"
A32
1' - 10 5/8"SAW CUT CIRCULAR
PENETRATION IN BRICK (BY
PLUMBING CONTRACTOR)
CAST BRONZE COW'S
TOUNGE OVERFLOW
NOZZLE [22_0000]
INSTALL NOZZLE WITH
CONTINUOUS SEALANT
BEAD AROUND FLANGEOVERFLOW DRAIN ROOF
LEADER - SEE PLUMBING
DWGS FOR SIZES
SEAL PIPE TO WRM WITH
SELF-ADHERING WRM
STRIPPING [07_2715]
MASON TO PLACE BRICK
TIES AVOIDING SCUPPER
LOCATIONS (TYPICAL)
MAIN ROOF
+54' -10 3/8"
APPLIED FIREPROOFING:
07_8100
COUNTER - FLASHING
CLEAT : 07_6200
REINFORCED PVC VERTICAL
FLASHING SET IN BONDING
ADHESIVE: 07_5419
EDGE SEALANT: 07_5419
SEAM FASTENING PLATE:
07_5419
CARRY PVC FLASHING [07_5419] UP
OVER BLOCKING AND ON TO CURB
TWO PIECE METAL BASE FLASHING
AND COUNTER- FLASHING : 07_6200
ALUM THRESHOLD: 08_4413
SET DOOR
THRESHOLD IN BED
OF SEALANT AT
PERIMETER 08_
1113.11
REINFORCED CONCRETE
CURB : [03_3000] SEE
STRUCTURAL DETAIL
1' - 10"3" POLYISO RIGID
INSULATION : [07_5429] MIN.. 8"2' - 10 1/2"FIRST FLOOR
+28' -2 3/8"
H
1' - 10 5/8"MASON TO PLACE BRICK
TIES AVOIDING SCUPPER
LOCATIONS (TYPICAL)
ROOF DRAIN FOR LANDSCAPE
WATER FEATURE - SEE
PLUMBING DWGS FOR SIZES
SEAL PIPE TO WRM WITH
SELF-ADHERING WRM
STRIPPING [07_2715]
SAW CUT CIRCULAR
PENETRATION IN BRICK (BY
PLUMBING CONTRACTOR)
INSTALL NOZZLE WITH
CONTINUOUS SEALANT
BEAD AROUND FLANGE
CUSTOM STAINLESS
STEEL RAIN GARDEN
SCUPPER [22_0000]
BROOM FINISHED CONCRETE
SPLASH PAD, REFER TO
LANDSCAPE DRAWINGS FOR
MORE INFORMATION
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1 1/2" = 1'-0"3/1/2021 10:17:16 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-5.05
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
EXTERIOR DETAILS -
VERTICAL (PART B-D)
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
3 SECTION DETAIL (C) @ TYP SOUTH LINK P'PET
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-3.26
1 SECTION DETAIL (C-D) @ TYP LINK WALL BASE
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-3.26
2 SECTION DETAIL (C-D) @ TYPICAL LINK SPANDREL
1 1/2" = 1'-0"
REFERENCING VIEW: 4/ A-3.26
7 SECTION DETAIL (D) @ MAKER SP LEVEL 1
1 1/2" = 1'-0"
REFERENCING VIEW: 4/ A-3.26
8 SECTION DETAIL (D) @ MAKER SPACE LEV 2
1 1/2" = 1'-0"
REFERENCING VIEW: 5/ A-3.26
5 SECTION DETAIL (D) @ FLOOR 2 MP SPANDREL
1 1/2" = 1'-0"
REFERENCING VIEW: 5/ A-3.26
4 SECTION DETAIL (D) @ MP WALL BASE
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
6 SECTION DETAIL (D) @ PARAPET AT MP
1 1/2" = 1'-0"
REFERENCING VIEW: 2/ A-3.25
14 SECTION DETAIL (B) @ GYM RF TRANSITION
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
11 SECTION DETAIL (B) @ LOWER GYM WALL NORTH
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
9 SECTION DETAIL (D) @ ROOF ACOUSTICAL SCREEN
2 2/12/21 ADDENDUM 2
8 3/1/21 ADDENDUM 8
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-3.25
10 SECTION DETAIL (B) @ GYM BASE NORTH
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
12 SECTION DET. (C-D) @ ROOF EXPANSION JOINT
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-2.11
13 SECTION DETAIL (A-D) AT O.F. SCUPPER
(TYP. AT ALL 18 O.F. SCUPPERS - SEE PLUMBG.)
1 1/2" = 1'-0"
REFERENCING VIEW: 3/ A-3.22
15 SECTION DETAIL (B) @ BULKHEAD DR SILL
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
13B
SECTION DETAIL (C-D) AT
SS RAIN GARDEN SCUPPER
SECOND FLOOR
+41' -6 3/8"
D
FACE-ATTACHED GLASS FIBER
REINFORCED CONCRETE PANEL
SYSTEM W/COLOR -MATCHED
RIVETS
5/8" GWB
SEALANT [07_9200]AT
JOINTS IN PRECAST
NORMAN FACE-BRICK
A-6.06
3
A-6.06
6
METAL HEAD FLASHING [04_2000],
WITH WELDED END DAMS AND
HEMMED DRIP
CONTIN. AIR BARRIER TAPE [07_2715] OVER
METAL FLASHING TERM.
MECHANICAL FASTENERS FOR METAL
FLASHING: 07_6200, ATTACH TO CFMF
CFS AND 6" MINERAL WOOL
INSULATION : 06_7100
CONTINOUS MORTAR
NET: 04_2000
LOOSE LINTEL [05_5000]
CELL VENT WEEPS [04_
2000], AT 24" O.C.
CONTINUOUS PCC
STRINGCOURSE [04_2000]
WITH ANCHOR AND DRIP EDGE
CONTINUOUS STEEL ANGLE [05_1200], , SEE
STRUCTURAL DETAILS
2 1/2" CFMF CHANNELS [05_4000],AT 16" O.C. TO
SUPPORT SHEATHING
2 1/2" LGM CHANNELS [09_2216],AT 16" O.C.LIP STETCHER [04_2000],
CONTINUOUS SEALANT AND
BACKER ROD
THERMALLY-BROKEN
MASONRY ANCHOR w/BUTYL
TAPE AT SHEATHING (TYP).
ALIGN w/STUD, SEAL ALL
PENETRATIONS
EWA-1
4 7/8"THRU-WALL METAL FLASHING
[07_6200], SET IN MASTIC
MECHANICAL FASTERNERS FOR METAL
FLASHING [07_6200],ATTACH TO CFMF
MAIN ROOF
+54' -10 3/8"
D
METALWINDOW
SURROUND [07_6200]-
BEYOND
HIGH PERFORMANCE CEMENTITIONS
WALL PANEL SYSTEM: 07_4246
A-6.06
8
EDGE ANGLE [05_1200]; SEE
STRUCTURAL DETAILS
8" COLD FORMED STEEL CHANNELS AT 16"
O.C., BRACED TO STRUCTURE WITH COLD
FORMED CLIP ANGLES; SEE DELEGATED
DESIGN REQS IN 05_4000
EDGE SEALANT: 07_5419
SEAM FASTENING
PLATE: 07_5419
RA-1
MANUFACTURED METAL
COPING: 07_7100
6" MINERAL WOOL
INSULATION: 06_7100
REINFORCED PVC PARAPET
FLASHING SET IN BONDING
ADHESIVE: 07_5419
CONTINUOUS FIRE TREATED
BLOCKING: 06_1000
CONTINUOUS ALUM
CLEAT: 07_7113
THERMALLY BROKEN RAINSCREEN
ATTACHMENT SYSTEM: 06_7100
WRAP WALL WEATHER RESISTIVE
MEMBRANE [07_2715]ONTO TOP OF
BLOCKING TO INTERFACE WITH PVC
PARAPET FLASHING
CARRY PVC PARAPET FLASHING
OVER PARAPET AND ON TO
FACE OF BLOCKING (07_5419)
SELF ADHERING ROOF VAPOR
BARRIER [07_5419]; TERMINATE
ABOVE DRAINAGE PLANE
8" FIBERGLASS INSULATION [07_
2100]
3/4" EXTERIOR-GRADE
PLYWOOD: 06_1000
SELF ADHERING WRM [07_2715]; SEAL
PENETRATIONS AND COUNTERFLASH
CFS GIRTS
CONTINUOUS HUNG STEEL
LINTEL: [05_1200] AT WIDE
CLERESTORY WINDOWS--SEE
STRUCTURAL DWGS TO BOTTOM OF STL2' - 6 5/8"TOP OF BLCKG2' - 4 3/4"TO F.O. BLOCKING
1' - 1"
RADIANT PANEL IN CEILING (AT NORTH-
FACING WALLS ONLY)
CFMF HEADER: [05_4000] AT TYP
WINDOW HEADS
DEFLECTION HEAD [05_4000] (TYPICAL)
HORIZONTAL EXPANSION JOINT [07_9219]:
TYP AT ALL DEFL. HEADS
T.O. BLOCKING
+57.27 ft
FIRST FLOOR
+28' -2 3/8"
TABBY SEASHELL CONCRETE
PAVING: 32_1314 [FOR WALKING
SURFACE]
CAST IN PLACE CONCRETE SKIRT
[03_3000]SEE STRUCT. DETAILS
ALUM FRAMED ENTRANCE DOOR:
08_4413
HIGH DENSITY RIGID
INSULATION: 07_2100
ENTRANCE FLOOR MAT: 12_4813
UNDER SLAB VAPOR RETARDER: 07
_2616.13
SET DOOR THRESHOLD IN BED OF
SEALANT AT PERIMETER 08_1113.11
BITUMINOUS DAMPPROOFING :
07_1113
CONC FOUNDATION: 03_30009"6"7"
ALUM THRESHOLD: 08_4413
EVERY-OTHER BRICK IN EACH COURSE RECESSED 1/2"
1/3 RUNNING BOND COURSING SHOWN
7 5/8 "3 5/8"
1"
E Q
E Q
E Q
E Q3 COURSES8"2 1/4"SOLID NORMAN BRICKS, COURSES
DIRECTLY ABOVE AND BELOW
SOLID CUSTOM
SOLDIER COURSE
SHAPE
COLOR-MATCHED
MORTAR
MAIN ROOF
+54' -10 3/8"
COMPOSITE FRAMING SUPPORT
SYSTEM AND MINERAL WOOL
INSULATION: 06_7100
SELF-ADHERING SHEET AIR AND
WEATHER BARRIER: 07_2715
SELF ADHERING ROOF VAPOR
RETARDER: 07_5419
CONTINUOUS STEEL PLATE: 05_1200
A-6.10
3
SIMILAR
RA-2
TO TOP OF BLOCKG2' - 11 1/4"TAPERED INSUL.
CRICKET: 07_5419
A-5.05
3
SPANDREL GLASS
1' - 1 1/2"
?
?
D
EXTERIOR SUN CONTROL
DEVICE: [10_7113] - SEE
DETAIL 14 FOR TYPICAL
NOTES
1 5/8" LGM CHANNELS [09_2216],AT 16" O.C.
2 LAYERS CONTIN. 1/2" PLYWOOD
SUBSTRATE [06_1000].
REMOVABLE PAINTED 5/8" MDF ATTACHED
WITH CLIPS (BASIS OF DESIGN SUGASTUNE
LP-F8) [09_2900]
CONTINUOUS HSS FOR SUPPORT OF SUN
SHADE AND RADIANT PANEL [05_1200],SEE
STRUCTURAL DETAILS
(2) CONTINUOUS 6" LGM CHANNELS
[09_2216]
1/2" PLYWD. SUBSTRATE FRAME
[06_1000]
RADIANT PANEL [23_0000]
INTERIOR SEALANT [07_9200].
HARDWOOD VENEER PARTICLE BOARD
WITH CLEAR FINISH: [06_1000] (FASTEN TO
BLOCKING ABOVE--NOT TO WINDOW
FRAME)
INTERIOR SEALANT: [07_9200]
FACE OF GWB BEYOND
LGM FRAMING [09_2216]
(2) CONTINUOUS 4" LGM CHANNELS
[09_2216]
EXTRUDED ALUMINUM SUPPORT ANGLE ON ALL
SIDES BY RADIANT PANEL MFR.,SEE ALSO
STRUCTURAL DETAILS. PAINT TO MATCH GWB 6 1/2"CORNER BEAD
L BEAD
SHIM
8
ROLLER SHADE --SEE
SHADE SCHEDULE
8"
8"
8
SECOND FLOOR
+41' -6 3/8"
B24 B25
A-6.10
1
REINFORCED PVC VERTICAL
FLASHING: 07_5419
CONTINUOUS ROOF VAPOR
RETARDER [07_5419]; TURN UP
AND ADHERE TO SHEATHING
EDGE SEALANT:
07_5419
SEAM FASTENING PLATE: 07_5419
APPLIED
FIREPROOFING:
07_8100
FIRE TREATED WD CURB WITH
STUDS AT 16" O.C. :06_1000
ROOF TO WALL EXPANSION
JOINT: 07_7129
MECHANICAL FASTENERS FOR
EXPANSION JOINT: 07_6200
COVER BOARD OVER 3" RIGID
INSULATION (BY ROOFING
SUBCONTRACTOR): 07_5419
6" MINERAL WOOL
INSULATION: 06_7100
EXPANSION JOINT COUNTER
FLASHING: 07_7129
SELF ADHERING WRM: 07_
2715
SIMILAR
JOINT FIRESTOPPING
TWO HOUR RATED 07
_8443
8
FIRST FLOOR
+28' -2 3/8"
D
CONTINUOUS UNDER-SLAB VAPOR RETARD-
ER [07_2616.13] --TURN UP FOR AVB TIE IN.
METAL THRU-WALL
FLASHING: 04_2000
3" EXTRUDED POLYSTYRENE
INSULATION: 07_2100 BITUMINOUS DAMPPROOFING :
07_1113
PRECAST CONC. BASE [04_
2000] ATTACHED TO STRUCT.
WITH STONE ANCHORS
CONC FOUNDATION: 03_3000
SELF ADHERING WEATHER
RESISTIVE MEMBRANE : 07_2715
CONTIN. AIR BARRIER
TAPE: 07_2715
MECHANICAL FASTENERS FOR
METAL FLASHING: 07_6200
CONTIN. P.T. BLOCKING
GROUT SOLID
6" MINERAL WOOL INSULATION :
04_2000
CONTINOUS MORTAR
NET: 04_2000
3" HIGH DENSITY RIGID
INSULATION: 07_2100
3" FOIL-FACED POLYISOCYANURATE
INSULATION: 07_2100;SEQUENCED
AFTER SHEATHING AND AVB TIE-IN
LAP WALL AWB OVER SLAB VAPOR
BARRIER AND TAPE SEAM WITH AIR
BARRIER TAPE [07_2715]
PLASTIC SHIMS: 04_2000
TIE WRM TO FOIL-FACED INSUL. WITH
CONTINOUS WRM STRIPPING [07_2715]
CONTINOUS WRM
STRIPPING [07_2715] AT
JOINT WITH FOUNDATION.
SEALANT [07_9200]IN
VERTICAL PCC JOINTS
CELL VENT WEEPS [04_
2000], AT 24" O.C.
A-6.06
1
CELL VENT WEEPS [04_2000] AT 24" O.C.,
TO VENTILATE CAVITY
SIMILAR
METAL SILL FLASHING [04_
2000], WITH WELDED END
DAMS AND HEMMED DRIP
MECHANICAL FASTENERS FOR
METAL FLASHING: 04_2000,
ATTACH TO CFMF
DRAINAGE BOARD: 07_2100 9"T.O.PCC. 8"CONTINUOUS 1/8" THICK STEEL BENT
PLATE [05_5000] FASTENED TO CFMF,
SEE STUCTURAL DETAIL
STRIP THE BENT PLATE INTO THE WRM
USING AIR BARRIER TAPE [07_2715]
FIRST FLOOR
+28' -2 3/8"
A
1' - 4 1/4"
BITUMINOUS
DAMPPROOFING : 07_1113
CONC FOUNDATION: 03_3000
3" HIGH DENSITY RIGID
INSULATION: 07_2100
PLASTIC SHIMS:
04_20006"A-5.01
12
SOLDIER COURSE:
04_2000
GRADE AT
CORNER = 27.15'
CONTINUOUS
THRU WALL
METAL FLASHING:
04_2000
SIMILAR
DRAINAGE BOARD: 07_21008"TO BRICK SHELF.1' -3"?
?
SECOND FLOOR
+41' -6 3/8"
D
METAL HEAD FLASHING [04_2000],
WITH WELDED END DAMS AND
HEMMED DRIP
CONTIN. AIR BARRIER TAPE [07_2715] OVER
METAL FLASHING TERM.
MECHANICAL FASTENERS FOR METAL
FLASHING: 07_6200, ATTACH TO CFMF
CFS AND 6" MINERAL WOOL
INSULATION : 06_7100
CONTINOUS MORTAR
NET: 04_2000
STEEL HUNG LINTEL [05_1200], SUPPORTING
PRECAST WINDOW HEAD, SEE STRUCTURAL
DETAILS
CELL VENT WEEPS [04_
2000], AT 24" O.C.
SEAL PENETRATIONS IN METAL
FLASHING AT HANGERS WITH
FLEXIBLE WRM TAPE
BEND THRU-WALL FLASHING
OVER BOLT HEADS AT
HANGERS FOR LINTEL
CONTINUOUS PRECAST
CONCRETE STRINGCOURSE:
04_2000
EWA-1
CONTINUOUS STEEL ANGLE [05_1200], , SEE
STRUCTURAL DETAILS
TYPE 1.4
11' -0" AFF
2 1/2" CFMF CHANNELS [05_4000],AT 16" O.C. TO
SUPPORT SHEATHING
2 1/2" LGM CHANNELS [09_2216],AT 16" O.C.
A-6.06
3
LIP STETCHER [04_2000],
CONTINUOUS SEALANT AND
BACKER ROD
A-6.06
1
CELL VENT WEEPS [04_2000] AT 24" O.C.,
TO VENTILATE CAVITY
THERMALLY-BROKEN
MASONRY ANCHOR w/BUTYL
TAPE AT SHEATHING (TYP).
ALIGN w/STUD, SEAL ALL
PENETRATIONS
SIMILAR
CONTINUOUS 1/8" THICK STEEL BENT
PLATE [05_5000] FASTENED TO CFMF,
SEE STUCTURAL DETAIL
METAL SILL FLASHING [04_2000],
WITH WELDED END DAMS AND
HEMMED DRIP (SEE ALSO 12/A502)
MECHANICAL FASTENERS FOR
METAL FLASHING: 04_2000,
ATTACH TO CFMF
SEALANT [07_9200]AT
JOINTS IN PRECAST
STRIP THE BENT PLATE INTO THE WRM
USING AIR BARRIER TAPE [07_2715]
LGM FRAMING [09_2216]
CONTIN. 3/4" PLYWOOD SUBSTRATE
[06_1000].
PAINTED 5/8" GWB [09_2900]
(2) CONTINUOUS 4" LGM CHANNELS
[09_2216]
1/2" PLYWD. SUBSTRATE [06_1000]
RADIANT PANEL [23_0000]
EXTRUDED ALUMINUM SUPPORT ANGLE ON ALL
SIDES BY RADIANT PANEL MFR.,SEE ALSO
STRUCTURAL DETAILS. PAINT TO MATCH GWB
3' - 0"
INTERIOR SEALANT [07_9200].
FACE OF GWB BEYOND
SIMILAR
THRU-WALL METAL FLASHING
[07_6200], SET IN MASTIC
MECHANICAL FASTERNERS FOR METAL
FLASHING [07_6200],ATTACH TO CFMF 4 7/8"CONTINOUS PAINTED 1X HARDWOOD TRIM TO
CONCEAL BLOCKING
CORNER BEAD
L BEAD
8
8
A
CELL VENT WEEPS [04_2000] AT 24" O.C.,
TO VENTILATE CAVITY
CONTINUOUS 1/8" THICK STEEL BENT
PLATE [05_1200] FASTENED TO CFMF,
SEE STUCTURAL DETAIL
METAL SILL FLASHING [04_2000],
WITH WELDED END DAMS AND
HEMMED DRIP
MECHANICAL FASTENERS FOR
METAL FLASHING: 04_2000,
MEMBRANE SILL PAN FLASHING
w/END DAMS, TURN UP SETTING
ANGLE, SEAL TO FRAME
WOOD TRIM w/EASED
EDGES, CLEAR SATIN FINISH.
ALIGN w/METAL STOOL TRIM
A-6.06
1
CONTINUOUS 1/2" ALUM.
REVEAL
SIMILAR
D
CONTINUOUS HSS FOR SUPPORT OF SUN SHADE AND
RADIANT PANEL [05_1200],SEE STRUCTURAL DETAILSSEAL AROUND OUTRIGGER AT SHEATHING
PENETRATION WITH CONTIN. AIR BARRIER
TAPE [07_2715]
CFS AND 6" MINERAL WOOL
INSULATION : 06_7100
2' - 4 1/4"
TO FACE OF BK
2' - 4 7/8"
1' - 7 1/4"
2 1/4"
1/2"3"3" 'WING SHAPED' ALUMINUM BLADES [10_7113]
RECTANGULAR ALUMINUM FASCIA [10_7113]
GALVANIZED STL. T SECTION BY MISC
METALS [05_5000] -ATTACHED TO WELDED
STUDS ON HSS (STUDS BY 05 1200).
PROVIDE STRUCTURAL THERMAL BREAK
ALUMINUM SUN CONTROL DEVICE
OUTRIGGER [10_7113]
3 1/2"
S/S H/H BOLTS, TYPICAL [10_7113]
PROFILE OF WINDOW (BEYOND)
LIGHT SHELF WITH RADIANT PANEL,SEE DETAIL 10 FOR
TYPICAL NOTES AND DIMENSIONS
3"8
8
8
D
EXTERIOR SUN CONTROL
DEVICE: [10_7113] - SEE
DETAIL 14 FOR TYPICAL
NOTES
LIGHT SHELF WITH RADIANT PANEL - SEE DETAIL
10 FOR TYPICAL NOTES
FACE OF BRAKE METAL
WINDOW SURROUND (SHOWN
DOTTED FOR CLARITY)
3' - 6"
SEE DETAIL 10 FOR NOTES AND TYPICAL
DIMENSIONS
8
ROLLER SHADE --SEE SHADE SCHEDULE
D
LIGHT SHELF WITH RADIANT PANEL - SEE
DETAIL 10 FOR TYP NOTES
2' - 4 1/4"3"3 1/2"
1' - 4 1/2"
TO FACE OF OKO SKIN
2' - 4 7/8"
2 1/4"
SEAL AROUND OUTRIGGER AT
SHEATHING PENETRATION WITH
CONTIN. AIR BARRIER TAPE: [07_2715]
EWA-1
ALUM. SUN CONTROL DEVICE: [10_7113]-
SEE DETAIL 14 FOR TYP NOTES
TWO LAYERS 1/2" PLYWOOD BLOCKING
(CONTINUOUS)
PROFILE OF WINDOW (BEYOND)
TO COL. LINE
3' - 6"
88
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1 1/2" = 1'-0"3/1/2021 10:17:58 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-5.06
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
EXTERIOR DETAILS -
VERTICAL (PART C-D)
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1 1/2" = 1'-0"
REFERENCING VIEW: 4/ A-3.23
6 SECTION DETAIL (C-D) @ TYP C-D WING FLOOR 2
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
7 SECTION DETAIL (C-D) @ TYPICAL PARAPET
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-3.27
1 SECTION DETAIL (C-D) @ SILL AT TYP STAIR
13 RECESSED BRICK PATTERN DIAGRAM
8 SPECIAL SOLDIER COURSE BRICK DETAIL
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
4 SECTION DETAIL (C-D) @ TYP STAIR CURTAINWALL
1 1/2" = 1'-0"
REFERENCING VIEW: 2/ A-2.11
10 SECTION DETAIL (C-D) @ LIGHT SHELF - 1ST FLOOR
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
3 SECTION DETAIL (B) @ SO. LINK EXP. JOINT
2 2/12/21 ADDENDUM 2
3 2/18/21 ADDENDUM 3
8 3/1/21 ADDENDUM 8
1 1/2" = 1'-0"
REFERENCING VIEW: 2/ A-3.22
5 SECTION DETAIL (C-D) @ TYP WALL BASE
1 1/2" = 1'-0"
REFERENCING VIEW: 3/ A-3.28
12 SECTION DETAIL (D) @ NORTH WEST CORNER
1 1/2" = 1'-0"
REFERENCING VIEW: 4/ A-3.28
9 SECTION DET. (C-D) @ SO-FACING HORIZ CLEREST'Y
1 1/2" = 1'-0"
REFERENCING VIEW: 3/ A-3.28
2 SECTION DETAIL (C-D) @ NORTH CLEREST. SILL
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
14 SECTION DETAIL (C-D) @ SUN SHADE - 1ST FLOOR
1 1/2" = 1'-0"
REFERENCING VIEW: 5/ A-3.27
11 SECTION DETAIL (C-D) @ LIGHT SHELF - 2ND FLOOR
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.12C
15 SECTION DETAIL @ TYP. SUNSHADE - 2ND FLOOR
FIRST FLOOR
-2 3/8"1st floor
28' -2 1/2"
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
2 1/2"
3
A-3.21 T.2U.1
B13
A100AA A100AB
EXT05 EXT06
VESTIBULE
A100A
+28.20 ft
A-5.11
7
5
46
A-5.11
12 A-5.11
9
A-5.11
15
3
A-3.21
BRAKEMETAL PANEL; FINISH TO
MATCH CURTAINWALL (05_5000.02)
ELECTRICAL OUTLET (SEE ELEC.
DRAWINGS) (26_0530.03)
2
3
A-3.21
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
U
EXT05 EXT06
+28.20 ft
07_4213.23.11
1A1A
1A 1A
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
NORMAN THINBRICK VENEER
(04_2000.11)
CONT. SELF-ADHERING AIR AND
VAPOR BARRIER (FSB) (07_2726.05)
7 1/2" THERMALLY BROKEN
CURTAINWALL ASSEMBLY, REFER
TO ELEVATIONS & DETAILS
(08_4413.01)
6" METAL STUD FRAMING
(09_2216.06)
PLYWOOD SHEATHING (06_1600.03)
EXTERIOR INTERIOR
CONTINUOUS 1/2" INTERIOR
SEALANT (07_9200.08)INTERIOR
2
PREFORMED SILICONE SHEET, TIE INTO
GLAZING POCKET [07_2715]
2
BRAKEMETAL PANEL; FINISH TO
MATCH CURTAINWALL (05_5000.02)
2
2
2
7 1/2" THERMALLY BROKEN
CURTAINWALL ASSEMBLY, REFER
TO ELEVATIONS & DETAILS
(08_4413.01)
CONTINUOUS 1/2" SEALANT WITH
BACKER ROD (07_9200.07)
BRAKEMETAL PANEL;
FINISH TO MATCH
CURTAINWALL
INTERIOR EXTERIOR
CONTINUOUS 1/2" SEALANT WITH
BACKER ROD (07_9200.07)
2
ROUGH CARPENTRY (06_1000)
6" METAL STUD FRAMING
(09_2216.06)
2
90°INTERIOR EXTERIOR
STRUCTURAL SILICONE
(07_9200.01)
A17
B13
10 1/2" THERMALLY BROKEN
CURTAINWALL ASSEMBLY, REFER
TO ELEVATIONS & DETAILS
(08_4413.03)
2
U.1
B13
ALUMINUM-FACED COMPOSITE
WALL PANEL SYSTEM (074213.23)
(07_4213.23.01)
PLYWOOD SHEATHING (06_1600.03)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
CONT. SELF-ADHERING AIR AND
VAPOR BARRIER (FSB) (07_2726.05)
CONTINUOUS 1/2" SEALANT WITH
BACKER ROD (07_9200.07)
10 1/2" THERMALLY BROKEN
CURTAINWALL ASSEMBLY, REFER
TO ELEVATIONS & DETAILS
(08_4413.03)
CONTINOUS 1.5 X 1.5 INCH ALUM
ANGLE BY METAL PANEL INSTALLER
THERMAL SEPARATOR BY METAL
PANEL INSTALLER
PREFORMED SILICONE SHEET, TIE
INTO GLAZING POCKET [07_2715]2
2
A17
3
A-3.21 T.2U.1
B13
A-5.11
13 A-5.11
10
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/13/2021 3:10:12 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-5.11
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
EXTERIOR DETAILS -
AUDITORIUM
VESTIBULE
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
1
ENLARGED FLOOR PLAN -
AUDITORIUM VESTIBULE
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
5
AUDITORIUM VESTIBULE
(NORTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
4
AUDITORIUM VESTIBULE
(EAST)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
7
AUDITORIUM VESTIBULE
(SOUTH)
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
6
AUDITORIUM VESTIBULE
(WEST)
11 VESTIBULE BASE @ CW 8 VESTIBULE 3D VIEW
1/4" = 1'-0"
REFERENCING VIEW: 2/ A-2.11
3
ENLARGED EXTERIOR ELEVATION -
AUDITORIUM VESTIBULE
14 VESTIBULE 3D VIEW @ BRICK WALL
3" = 1'-0"
REFERENCING VIEW: 1/ A-5.11
12 VESTIBULE A100A - BRICK WALL
3" = 1'-0"
REFERENCING VIEW: 1/ A-5.11
9 VESTIBULE A100A - CURTAIN WALL
2 2/12/21 ADDENDUM 2
3" = 1'-0"
REFERENCING VIEW: 1/ A-5.11
15 VESTIBULE CURTAINWALL 90° SSG CORNER
3" = 1'-0"
REFERENCING VIEW: 1/ A-1.12A
10 VESTIBULE A100A CANOPY - CURTAIN WALL
3" = 1'-0"
REFERENCING VIEW: 1/ A-1.12A
13 VESTIBULE A100A CANOPY - METAL PANEL
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12A
2
TOP OF VESTIBULE AT
SECOND FLOOR
VA15R 4' - 0"B11B10R 4' - 0 1/2"CL4.7° TYP4.7° TYP3 3 .1 °5' - 4 1/4"5' - 2 1/8"STACK BOND COURSING WITH 3 SIDED-FINISHED BRICKS AT JAMBS (TYP) [04_2000]BRICK TIES [04_2000]EWA-3PCC BASE (BELOW) -TYP [04_2000]R 5' - 0 1/4"37.8°4 3/8"HEADER COURSING AT RADIUSWA15A14R 5' - 8 7/8"R 4' - 0 5/8"HEADER COURSING AT RADIUSV.9PCC BASE (BELOW) -TYP [04_2000]R 5' - 8 3/8"3 7/8"3 7/8"3.3° TYP3.3° TYPCLEWA-3BRICK TIES [04_2000]CONTINUOUS BLOCKING TO SUPPORT WALL SEATHING [06_1000]STACK BOND COURSING WITH 3 SIDED-FINISHED BRICKS AT JAMBS (TYP) [04_2000]A-6.0627 3/8"7"4 0 .2 °40.2°VA15B11B10EWA-2CONT. SELF-ADHERING AIR ANDVAPOR BARRIER (FSB) (07_2726.05)R 5' - 8 1/4"R 4' - 3 1/2"5' - 2 1/8"5' - 4 1/4"45°4 5 °STRUCTURAL COMPOSITE Z CLIP (SEESPEC.) (06_7100.02)THERMALLY BROKEN RAINSCREEN ATTACHMENT SYSTEM: 06_7100THERMALLY BROKEN RAINSCREEN ATTACHMENT SYSTEM: 06_7100PRECAST COPING, REFER TO DETAILS(04_2000.07)WA15A14V.9EWA-2R 4' - 0 5/8"R 5' - 5 3/8"3 7/8"3 7/8"4 5 °45°CLTHERMALLY BROKEN RAINSCREEN ATTACHMENT SYSTEM: 06_7100STRUCTURAL COMPOSITE Z CLIP(SEE SPEC.) (06_7100.02)ALUMINUM-FACED COMPOSITEWALL PANEL SYSTEM (074213.23)(07_4213.23.01)THERMALLY BROKEN RAINSCREEN ATTACHMENT SYSTEM: 06_7100PRECAST COPING, REFER TO DETAILS(04_2000.07)CONT. SELF-ADHERING AIR ANDVAPOR BARRIER (FSB) (07_2726.05)CONTINOUS 1.5 X 1.5 INCH ALUM ANGLE BY METAL PANEL INSTALLERTHERMAL SEPARATOR BY METAL PANEL INSTALLERWA15A14V.9R 5' - 8 7/8"R 4' - 0 5/8"HEADER COURSING AT RADIUSPCC BASE (BELOW) -TYP [04_2000]R 5' - 8 3/8"CLEWA-3BRICK TIES [04_2000]CONTINUOUS BLOCKING TO SUPPORT WALL SEATHING [06_1000]STACK BOND COURSING WITH 3 SIDED-FINISHED BRICKS AT JAMBS (TYP) [04_2000]A-6.0623 7/8"3 7/8"1.7°1.7°3.3° TYP3.3° TYP4 0 .2 °36.9°9 1/2"5 1/8"VA15B11B10R 4' - 0"R 4' - 0 1/2"CL2.4°4.7° TYP33.1°2.4°4.7° TY P
5' - 4 1/4"5' - 2 1/8"STACK BOND COURSING WITH 3 SIDED-FINISHED BRICKS AT JAMBS (TYP) [04_2000]BRICK TIES [04_2000]EWA-3PCC BASE (BELOW) -TYP [04_2000]R 5' - 0 1/4"3 3 .1 °HEADER COURSING AT RADIUSN20 Ashburton Place, Floor 8 Boston, MA 02108 T. +1 617 449 4000 F. +1 617 449 4049SCALE:SEALDRAWING TITLE:PROJECT TITLE:PROJECT No:Owner's Project Manager:Civil / Site:Structural:Mechanical / Electrical:Plumbing / Fire Protection:Theater Consultant:DATENO.ISSUEKEY PLANFood Service:Landscape:FF & E:Envelope Consultant:Code Consultant:Acoustical Consultant:Owner:Sustainability Consultant:Elevator Consultant:1 1/2" = 1'-0"1/25/2021 4:56:03 PMC:\REVIT LOCAL\71010_DYIMS_CONSTRUCTION DOCUMENTS_r.higginsYDR3H.rvt71011DENNIS-YARMOUTHINTERMEDIATE /MIDDLE SCHOOLJANUARY 19, 2021A-5.12286 Station AvenueSouth Yarmouth, MA 02664PMA CONSULTANTS35 Braintree Hill Office Park, Suite 300Braintree, MA 02184CDW CONSULTANTS, INC.6 Huron DriveNatick, MA 01760GIRARD & CO10 Waterchase Drive #300Rocky Hill, CT 06067GARCIA, GALUSKA, DeSOUSA, INC.370 Faunce Corner RoadNorth Dartmouth, MA 02747100% CONSTRUCTION DOCUMENTSVAV INTERNATIONAL400 W. Cummings Park Drive #4700Woburn, MA 01801THEATER DESIGN48 Fair Street, Suite C3Cold Spring, NY 10516CRABTREE McGRATH ASSOCIATES161 West Main StreetGeorgetown, MA 01833TRAVERSE LANDSCAPE150 Chestnut Street, 4th FloorProvidence, RI 02903POINT LINE SPACE75 Lowell StreetCarlisle, MA 01741RJ KENNEY ASSOCIATES72 Washington StreetPlainville, MA 02762R.W. SULLIVAN ENGINEERING529 Main Street Suite 203Boston, MA 02129CAVANAUGH TOCCI ASSOCIATES327F Boston Post RoadSudbury, MA 01776EXTERIOR DETAILS -HORIZONTAL (PART A)296 Station AvenueSouth Yarmouth, MA 02664DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICTTHORNTON TOMASETTI386 Fore Street, Suite 401Portland, ME 04101SYSKA HENNESSY GROUP10 Post Office Square, Suite 725Boston, MA 02109A BCD1 1/2" = 1'-0"REFERENCING VIEW: 1/ A-1.11A3COLUMN A15-V - 1ST FLOOR ROW TYPE 11 1/2" = 1'-0"REFERENCING VIEW: 1/ A-1.11A1CURVE CORNER AT MUSIC A106 - 1ST FLOOR ROW TYPE 11 1/2" = 1'-0"REFERENCING VIEW: 1/ A-1.12A4COLUMN A15-V - 2ND FLOOR1 1/2" = 1'-0"REFERENCING VIEW: 1/ A-1.12A2CURVE AT MUSIC A106 - 2ND FLOOR1 1/2" = 1'-0"1.1CURVE CORNER AT MUSIC A106 - 1ST FLOOR ROW TYPE 21 1/2" = 1'-0"3.1COLUMN A15-V - 1ST FLOOR ROW TYPE 2
U
A2
CONTINUOUS 1/2" SEALANT WITH
BACKER ROD (07_9200.07)
CONT. SELF-ADHERING AIR AND
VAPOR BARRIER (FSB) (07_2726.05)
B1
A2
N.9
1/2" REVEAL JOINT IN
GWB (09_2900.18)
ALUMINUM-FACED COMPOSITE
WALL PANEL SYSTEM (074213.23)
(07_4213.23.01)
CONTINUOUS 1/2" SEALANT WITH
BACKER ROD (07_9200.07)
8" METAL STUD (05_4000.17)
ROUGH CARPENTRY (06_1000)
BRICK TIES [04_2000]
THERMALLY BROKEN
RAINSCREEN ATTACHMENT
SYSTEM: 06_7100
CORNER BRICK (THREE
SIDED FINISH)-TYP [04_2000]
CONTINUOUS 1/2" SEALANT WITH
BACKER ROD (07_9200.07)
OVERFLOW WALL SCUPPER (SEE
DETAILS) (22_0000.32)
PIPE PENETRATION THRU
WALL FLASHING
4" DIA OVERFLOW DRAIN
ROOF LEADER - SEE
PLUMBING DWGS
2
2
2
R
B1
A2
SPRAYED FIRE-RESISTANCE
MATERIALS
CONTINUOUS 1/2" SEALANT WITH
BACKER ROD (07_9200.07)
ROUGH CARPENTRY (06_1000)
(07_2713)
ALUMINUM-FACED COMPOSITE
WALL PANEL SYSTEM (074213.23)
(07_4213.23.01)
CONTINUOUS 1/2" SEALANT WITH
BACKER ROD (07_9200.07)
CONT. SELF-ADHERING AIR AND
VAPOR BARRIER (FSB) (07_2726.05)
CONTINOUS 1.5 X 1.5 INCH
ALUM ANGLE BY METAL
PANEL INSTALLER
THERMAL SEPARATOR BY
METAL PANEL INSTALLER
A2
T
SPRAYED FIRE-RESISTANCE
MATERIALS (07_8100.01)
PRECAST BASE, REFER TO
DETAILS (04_2000.03)
ALUMINUM-FACED COMPOSITE
WALL PANEL SYSTEM
(074213.23) (07_4213.23.01)
B1
A2
N.9P
TYP
1' - 0 1/2"TYP1' - 0 1/2"97.9°
PRE-FINISHED ALUMINUM COPING
(076200) (07_6200.04)
ALUMINUM-FACED COMPOSITE
WALL PANEL SYSTEM (074213.23)
(07_4213.23.01)
ROUGH CARPENTRY (06_1000)
N.9P
FACE-ATTACHED GLASS FIBER
REINFORCED CONCRETE PANEL
SYSTEM W/COLOR-MATCHED
RIVETS
(07_4246.01)
ALUMINUM-FACED COMPOSITE
WALL PANEL SYSTEM (074213.23)
(07_4213.23.01)
CONTINUOUS 1/2" SEALANT WITH
BACKER ROD (07_9200.07)
THERMALLY BROKEN RAINSCREEN
ATTACHMENT SYSTEM: 06_7100
CONT. SELF-ADHERING AIR AND
VAPOR BARRIER (FSB) (07_2726.05)
(05 40 00.B1)
A2
S.2
1 1/2"
ALUMINUM-FACED COMPOSITE
WALL PANEL SYSTEM (074213.23)
(07_4213.23.01)
PRECAST BASE, REFER TO DETAILS
(04_2000.03)
SPRAYED FIRE-RESISTANCE
MATERIALS (07_8100.01)
COUNTERWEIGHT COVER
DOOR TRACK
OPEN ASSIST CAM
1/2" X 3" SELF-TAPPING SS SCREWS, 8" O.C.
BENT METAL PANEL COPING
(07_4213.23.12)
MOTORIZED TRACK
(07 21 00.B6)210°240°
8
3.7°
ACM TRIM
CONTINOUS ALUM ANGLES (SIZES
VARIES) BY METAL PANEL INSTALLER
2
W
A8
STACK BOND COURSING
WITH 3 SIDED-FINISHED
BRICKS AT JAMBS (TYP)
[04_2000]
W
A8
6" MINERAL WOOL
INSULATION: 06_7100
THERMALLY BROKEN
RAINSCREEN ATTACHMENT
SYSTEM: 06_7100
ALUMINUM-FACED COMPOSITE
WALL PANEL SYSTEM (074213.23)
(07_4213.23.01)
CONT. SELF-ADHERING AIR AND
VAPOR BARRIER (FSB) (07_2726.05)
ROUGH CARPENTRY (06_1000)
CONTINOUS 1.5 X 1.5 INCH ALUM
ANGLE BY METAL PANEL INSTALLER
THERMAL SEPARATOR BY METAL
PANEL INSTALLER
W
A1
EWA-3
EWA-3
SPRAYED FIRE-RESISTANCE
MATERIALS (07_8100.01)
STRUCTURAL STEEL FRAMING
(SEE STRUCTURAL
DRAWINGS)(051200) (05_1200)
8" METAL STUD (05_4000.17)
CORNER BRICK (THREE
SIDED FINISH)-TYP [04_2000]
PCC BASE (BELOW)-TYP [04_
2000]
CONTINUOUS BLOCKING TO SUPPORT
WALL SEATHING [06_1000]
W
A1
ROUGH CARPENTRY (06_1000)
ALUMINUM-FACED COMPOSITE
WALL PANEL SYSTEM (074213.23)
(07_4213.23.01)
TYP
1' - 0 1/2"TYP1' - 0 1/2"MAX PANEL SIZE IS 5'-0"
REFER TO ELEVATIONS FOR JOINT PLACEMENT
2
2
W
A1
EWA-3
EWA-3
SPRAYED FIRE-RESISTANCE
MATERIALS (07_8100.01)
STRUCTURAL STEEL FRAMING
(SEE STRUCTURAL
DRAWINGS)(051200) (05_1200)
8" METAL STUD (05_4000.17)
CORNER BRICK (THREE
SIDED FINISH)-TYP [04_2000]
PCC BASE (BELOW)-TYP [04_
2000]
CONTINUOUS BLOCKING TO SUPPORT
WALL SEATHING [06_1000]
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1 1/2" = 1'-0"2/13/2021 3:10:40 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-5.13
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
EXTERIOR DETAILS -
HORIZ. (AUDITORIUM)
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1 1/2" = 1'-0"
REFERENCING VIEW: 5/ A-4.22
5 AUDITORIUM - COL ENCLOSURE - A2-U
1 1/2" = 1'-0"
REFERENCING VIEW: 5/ A-4.22
1 COL ENCLOSURE - B1-N.9
1 1/2" = 1'-0"
REFERENCING VIEW: 5/ A-4.22
2 AUDITORIUM - COL ENCLOSURE - A2-R
1 1/2" = 1'-0"
REFERENCING VIEW: 5/ A-4.22
4 AUDITORIUM - COL ENCLOSURE - A2-T
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.12A
8 AUDITORIUM - 2ND FLOOR OUTSIDE CORNER
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.12A
6 AUDITORIUM - 2ND FLOOR INSIDE CORNER
2 2/12/21 ADDENDUM 2
1 1/2" = 1'-0"
REFERENCING VIEW: 5/ A-4.22
3 DOOR JAMB AT S-2000
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
11 COLUMN A8-W - 1ST FLOOR
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.12A
10 COLUMN A8-W - 2ND FLOOR
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
7 TYP. OUTSIDE CORNER - 1ST FLOOR - ROW 1
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.12A
9 TYP. OUTSIDE CORNER - 2ND FLOOR
1 1/2" = 1'-0"7.1 TYP. OUTSIDE CORNER - 1ST FLOOR - ROW 2
KB6EWA-3SPRAYED FIRE-RESISTANCEMATERIALS (07_8100.01)STRUCTURAL STEEL FRAMING (SEESTRUCTURAL DRAWINGS)(051200)(05_1200)INTERIOR ARCHTECTURAL WOODWORK(06_4020)5/8 GYPSUM WALL BOARD, PAINTED(09_2900.23)5/8 GYPSUM WALL BOARD, PAINTED(09_2900.23)8" METAL STUD (05_4000.17)1' - 4"CONT. SELF-ADHERING AIR ANDVAPOR BARRIER (FSB) (07_2726.05)A-6.105SIMILARKB107_8100.01PCC BASE (BELOW)-TYP [04_2000]REGULAR 8" STETCHER (ALTERNATE COURSES [04_2000]CORNER BRICK (THREE SIDED FINISH)-TYP [04_2000]ROUGH CARPENTRY (06_1000)CONT. SELF-ADHERING AIRAND VAPOR BARRIER (FSB)(07_2726.05)L.9B4SPRAYEDFIRE-RESISTANCEMATERIALS (07_8100.01)STRUCTURAL STEELFRAMING (SEESTRUCTURALDRAWINGS)(051200)(05_1200)OVERHEAD SECTIONALGLASS DOOR, MOTORIZEDOPERATION (08_3613.03)OVERHEAD SECTIONALGLASS DOOR, MOTORIZEDOPERATION (08_3613.03)HVAC ITEM (SEE HVACDRAWINGS) (23_0000)EWA-1CONT. SELF-ADHERING AIR ANDVAPOR BARRIER (FSB) (07_2726.05)THERMALLY BROKEN RAINSCREEN ATTACHMENT SYSTEM: 06_7100KB4EWA-16 1/4"6 1/4"HP CEMENTITIOUS WALL PANEL [07_4246] -CUSTOM CORNER PIECETHERMALLY BROKEN RAINSCREEN ATTACHMENT SYSTEM: 06_7100CONT. SELF-ADHERING AIRAND VAPOR BARRIER (FSB)(07_2726.05)A-6.108SIMILARCONTINUOUS INTERIOR SEALANTB16 5/8"STRUCTURAL FOAM BLOCK(07_2100.07)LOW-PRESSURE, SPRAY POLYURETHANE FOAMSTEEL PLATE; REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFOTRMATIONINSULATED OVERHEAD COILING DOORCONTINUOUS 1/2" SEALANTWITH BACKER ROD(07_9200.07)CORNER BRICK (THREE SIDED FINISH)-TYP [04_2000]CONT. SELF-ADHERING AIRAND VAPOR BARRIER (FSB)(07_2726.05)B1M.9STACK BOND COURSING WITH 3-SIDED-FINISHED BRICKS AT JAMBS (TYP) [04_2000]CORNER BRICK (THREE SIDED FINISH)-TYP [04_2000]CONTINUOUS 1/2" SEALANTWITH BACKER ROD(07_9200.07)ROUGH CARPENTRY (06_1000)CONT. SELF-ADHERING AIRAND VAPOR BARRIER (FSB)(07_2726.05)A-6.105VA2EWA-3EWA-2CONTINUOUS 1/2" SEALANTWITH BACKER ROD(07_9200.07)THERMALLY BROKEN RAINSCREEN ATTACHMENT SYSTEM: 06_7100CONTINOUS 1.5 X 1.5 INCH ALUM ANGLE BY METAL PANEL INSTALLERTHERMAL SEPARATOR BY METAL PANEL INSTALLERCONT. SELF-ADHERING AIRAND VAPOR BARRIER (FSB)(07_2726.05)VA2EWA-2EWA-2CONTINUOUS 1/2" SEALANTWITH BACKER ROD(07_9200.07)CONT. SELF-ADHERING AIRAND VAPOR BARRIER (FSB)(07_2726.05)THERMALLY BROKEN RAINSCREEN ATTACHMENT SYSTEM: 06_710020 Ashburton Place, Floor 8 Boston, MA 02108 T. +1 617 449 4000 F. +1 617 449 4049SCALE:SEALDRAWING TITLE:PROJECT TITLE:PROJECT No:Owner's Project Manager:Civil / Site:Structural:Mechanical / Electrical:Plumbing / Fire Protection:Theater Consultant:DATENO.ISSUEKEY PLANFood Service:Landscape:FF & E:Envelope Consultant:Code Consultant:Acoustical Consultant:Owner:Sustainability Consultant:Elevator Consultant:1 1/2" = 1'-0"4/6/2021 1:56:57 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011DENNIS-YARMOUTHINTERMEDIATE /MIDDLE SCHOOLAPRIL 6, 2021A-5.14286 Station AvenueSouth Yarmouth, MA 02664PMA CONSULTANTS35 Braintree Hill Office Park, Suite 300Braintree, MA 02184CDW CONSULTANTS, INC.6 Huron DriveNatick, MA 01760GIRARD & CO10 Waterchase Drive #300Rocky Hill, CT 06067GARCIA, GALUSKA, DeSOUSA, INC.370 Faunce Corner RoadNorth Dartmouth, MA 02747ASI 01VAV INTERNATIONAL400 W. Cummings Park Drive #4700Woburn, MA 01801THEATER DESIGN48 Fair Street, Suite C3Cold Spring, NY 10516CRABTREE McGRATH ASSOCIATES161 West Main StreetGeorgetown, MA 01833TRAVERSE LANDSCAPE150 Chestnut Street, 4th FloorProvidence, RI 02903POINT LINE SPACE75 Lowell StreetCarlisle, MA 01741RJ KENNEY ASSOCIATES72 Washington StreetPlainville, MA 02762R.W. SULLIVAN ENGINEERING529 Main Street Suite 203Boston, MA 02129CAVANAUGH TOCCI ASSOCIATES327F Boston Post RoadSudbury, MA 01776EXTERIOR DETAILS -HORIZONTAL (PART A)296 Station AvenueSouth Yarmouth, MA 02664DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICTTHORNTON TOMASETTI386 Fore Street, Suite 401Portland, ME 04101SYSKA HENNESSY GROUP10 Post Office Square, Suite 725Boston, MA 02109A BCD1 1/2" = 1'-0"REFERENCING VIEW: 1/ A-4.261TYP. EXTERIOR COLUMN/MECH ENCLOSURE - CAFETORIUM1 1/2" = 1'-0"REFERENCING VIEW: 1/ A-1.11A6COLUMN ENCLOSURE - B1-K1 1/2" = 1'-0"REFERENCING VIEW: 1/ A-1.12A32ND FLOOR COLUMN - CAFETORIUM1 1/2" = 1'-0"REFERENCING VIEW: 1/ A-1.12A22ND FLOOR OUTSIDE CORNER - CAFETORIUM1 1/2" = 1'-0"REFERENCING VIEW: 1/ A-1.11A8DOOR JAMB - EXT12, EXT131 1/2" = 1'-0"REFERENCING VIEW: 1/ A-1.11A7COLUMN ENCLOSURE - B1-M.91 1/2" = 1'-0"REFERENCING VIEW: 1/ A-1.11A41ST FLOOR INSIDE CORNER - CORR A-1011 1/2" = 1'-0"REFERENCING VIEW: 1/ A-1.12A52ND FLOOR INSIDE CORNER - CORR A-101SIM.ASI01 4/6/21 ASI 01
B24
J
B25
CORRIDOR
B134
8"2 1/4"
1 5/8"1' - 6 1/4"FOAM SEAL (07_9513.13.09)
EXPANSION JOINT (07_9513.16.03)
WALL/CEILING EXPANSION JOINT
COVER (07_9513.13.02)
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
ROUGH CARPENTRY (06_1000)
1-5/8" METAL STUD (05_4000.11)
FT WOOD BLOCKING (06_1000.11)
THERMAL SEPARATOR BY
METAL PANEL INSTALLER
CONTINOUS 1.5 X 1.5 INCH
ALUM ANGLE BY METAL
PANEL INSTALLER
THERMALLY BROKEN
RAINSCREEN ATTACHMENT
SYSTEM: 06_7100
8" METAL STUD (05_4000.17)
CONT. SELF-ADHERING AIR AND
VAPOR BARRIER (FSB) (07_2726.05)
PRECAST BASE, REFER TO DETAILS
(04_2000.03)
EWA-2C
EWA-4B
2-HOUR RATED
CONSTRUCTION
PREFORMED SILICONE SHEET, TIE
INTO GLAZING POCKET [07_2715]
2
J
B28 3/8"
ELEV
SEE
CONTROL JOINT
(COORDINATE LOCATION
W/ ELEVATIONS)
EXPANDABLE FILLER [04_
2000.2.13]
BRICK TIES ON EACH SIDE
OF JOINT [04_2000]
CONTINUOUS 3/8" SEALANT WITH
BACKER ROD" (07_9200.06)
PRECAST BASE, REFER TO DETAILS
(04_2000.03)
2
N.3
B33
P.1
P.23 3/8"3 3/8"
2
N.7
B33
EWA-5
EWA-61/2" OPEN JTCONTINUOUS 1/2" SEALANT WITH
BACKER ROD (07_9200.07)
10 1/2" THERMALLY BROKEN
CURTAINWALL ASSEMBLY, REFER
TO ELEVATIONS & DETAILS
(08_4413.03)
WOOD BLOCKING AS REQUIRED
(06_1000.02)
CONT. SELF-ADHERING AIR AND
VAPOR BARRIER (FSB) (07_2726.05)
12" CONCRETE MASONRY UNIT
(CMU) (04_2000.50)
THERMALLY BROKEN
RAINSCREEN ATTACHMENT
SYSTEM: 06_7100
CONTINOUS 1.5 X 1.5 INCH
ALUM ANGLE BY METAL PANEL
INSTALLER
THERMAL SEPARATOR BY
METAL PANEL INSTALLER
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
CONTINUOUS 1/2" INTERIOR
SEALANT (07_9200.08)
B32
J.7
B33
RUBBER VENTED BASE (09_6466.12)SAFETY PADS (116623) (11_6623.08)3 3/8"3 3/8"
EXTERIOR
INTERIOR
.125 BRAKE METAL CORNER, PAINTED.
PROVDE TABS AT HEAD AND SILL TO
SUPPORT SECONDARY SEAL
TRANSITION THROUGH CORNER
FILL CAVITY WITH SPRAY FOAM
INSULATION
SILICONE SHEET TIED INTO GLAZING
POCKETS (primary seal)
CONTINUOUS SEALANT AND BACKER
ROD (secondary seal)
CURTAINWALL JAMB ASSEMBLY
1" INSULATED GLAZING UNIT
CONTINUOUS INTERIOR SEALANT
PLYWOOD SHEATHING (06_1600.03)
STRUCTURAL STEEL MEMBER, SEE
STRUCTURAL DWG'S FOR MORE
INFORMATION
2
2
2
2
2
K.8
B33
1/2"6 1/2"11 5/8"7 3/4"
CONTINUOUS 1/2" SEALANT WITH
BACKER ROD (07_9200.07)
CONT. SELF-ADHERING AIR AND
VAPOR BARRIER (FSB) (07_2726.05)OVERLAP ONTO CMU6"CONTINUOUS 1/2" SEALANT WITH
BACKER ROD (07_9200.07)
CONTINUOUS 1/2" SEALANT WITH
BACKER ROD (07_9200.07)
6" FINISHED END
PIECE CMU
5" DIA OVERFLOW DRAIN
ROOF LEADER - SEE
PLUMBING DWGS
SAFETY PADS (116623) (11_6623.08)
ROUGH CARPENTRY (06_1000)
FT WOOD BLOCKING (06_1000.11)4" METAL STUD FRAMING
(09_2216.21)
OVERFLOW WALL SCUPPER (SEE
DETAILS) (22_0000.32)
PIPE PENETRATION
THRU WALL FLASHING
N.7
B33
PRECAST BASE, REFER TO DETAILS
(04_2000.03)
EWA-6
4" CONCRETE
MASONRY UNIT (CMU)
(04_2000.30)
CONTINOUS 1.5 X 1.5 INCH ALUM
ANGLE BY METAL PANEL
INSTALLER
THERMAL SEPARATOR BY METAL
PANEL INSTALLER
FT WOOD BLOCKING (06_1000.11)
CONT. SELF-ADHERING AIR AND
VAPOR BARRIER (FSB) (07_2726.05)
CONTINUOUS 1/2" SEALANT WITH
BACKER ROD (07_9200.07)
5/8 GYPSUM WALL BOARD, PAINTED
(09_2900.23)
12" CONCRETE MASONRY UNIT
(CMU) (04_2000.50)
PREFORMED SILICONE SHEET, TIE
INTO GLAZING POCKET [07_2715]
2
2
B24 B25
P.3
N.6
P.1
G06
EWA-5EWA-2
A-6.10
2
G12B-2
STRUCTURAL STEEL FRAMING (SEE
STRUCTURAL DRAWINGS)(051200)
(05_1200)
12" CONCRETE MASONRY UNIT
(CMU) (04_2000.50)
SPRAYED FIRE-RESISTANCE
MATERIALS (07_8100.01)
STRUCTURAL STEEL FRAMING (SEE
STRUCTURAL DRAWINGS)(051200)
(05_1200)
CMU CORNER SHAPE (04_2000.34)
2-HOUR RATED CONSTRUCTION
2" EXP JT
2" OPEN JT2 3/8"6 1/4"
THERMALLY BROKEN
RAINSCREEN ATTACHMENT
SYSTEM: 06_7100
HP CEMENTITIOUS WALL
PANEL [07_4246] -
CUSTOM CORNER PIECE
FOAM SEAL (07_9513.13.09)
CONT. SELF-ADHERING AIR AND
VAPOR BARRIER (FSB) (07_2726.05)
FT WOOD BLOCKING (06_1000.11)
PREFORMED SILICONE SHEET, TIE
INTO GLAZING POCKET [07_2715]
2
A32
P.6
N.6
SURFACE MOUNTED
STAINLESS STEEL
CORNER GUARD (SEE
MISC. DETAIL)
(10_2600.01)
S06B
F03D
5" DIA OVERFLOW DRAIN
ROOF LEADER - SEE
PLUMBING DWGS
PIPE PENETRATION
THRU WALL FLASHING
OVERFLOW WALL SCUPPER (SEE
DETAILS) (22_0000.32)
CONT. SELF-ADHERING AIR AND
VAPOR BARRIER (FSB) (07_2726.05)
B32
J
CORNER BRICK (THREE SIDED FINISH)-
TYP [04_2000]
PRECAST BASE, REFER TO DETAILS
(04_2000.03)
REGULAR 8" STETCHER (ALTERNATE
COURSES [04_2000]
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1 1/2" = 1'-0"2/13/2021 3:11:06 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-5.15
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
EXTERIOR DETAILS -
HORIZONTAL (PART B)
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1 1/2" = 1'-0"
REFERENCING VIEW: 14/ A-4.12
10 COLUMN ENCLOSURE B25-J
1 1/2" = 1'-0"
REFERENCING VIEW: 10/ A-4.12
9 TYP CONTROL JOINT
1 1/2" = 1'-0"
REFERENCING VIEW: 3/ A-4.48
1 GYM OUTSIDE CORNER - 1ST FLOOR
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.12A
5 EWA-1B TO EWA-2B TRANSITION
1 1/2" = 1'-0"
REFERENCING VIEW: 3/ A-4.48
7 OUTSIDE CORNER - EWA-4A TO EWA-4B
1 1/2" = 1'-0"
REFERENCING VIEW: 3/ A-4.48
6 EXPOSED COLUMN - GYMNASIUM B123
1 1/2" = 1'-0"
REFERENCING VIEW: 4/ A-3.25
4 CURTAIN WALL JAMB - EWA-4A
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.12B
3 GYM TO COMPUTER LAB
2 2/12/21 ADDENDUM 2
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-4.52
2 ADAPTIVE PE B125 WEST
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
8 COLUMN B32-J
Q
B14 A17
P.7
N.9
P
2
A-3.24
R
3
' -
7
1/
4
"
R 5' - 0"
4' - 10 1/4"3' - 11"EWA-1
EWA-2
4 1 .9 °41.9°THERMALLY BROKEN
RAINSCREEN ATTACHMENT
SYSTEM: 06_7100
STRUCTURAL COMPOSITE Z CLIP
(SEE SPEC.) (06_7100.02)
ALUMINUM-FACED COMPOSITE
WALL PANEL SYSTEM (074213.23)
(07_4213.23.01)
CONT. SELF-ADHERING AIR AND
VAPOR BARRIER (FSB) (07_2726.05)
FACE-ATTACHED GLASS FIBER
REINFORCED CONCRETE PANEL
SYSTEM W/COLOR-MATCHED
RIVETS
(07_4246.01)
CONTINUOUS 1/2" SEALANT WITH
BACKER ROD (07_9200.07)
0.90 BRAKE METAL
SURROUND AT JAMBS (BY
HPC PANEL CONTRACTOR)
[07_4246]
B21
P.7
A30 6 1/4"6 1/4"82°FACE-ATTACHED GLASS FIBER
REINFORCED CONCRETE PANEL
SYSTEM W/COLOR-MATCHED
RIVETS
(07_4246.01)
ALUMINUM-FACED COMPOSITE
WALL PANEL SYSTEM (074213.23)
(07_4213.23.01)
HP CEMENTITIOUS WALL PANEL [07_4246] -
CUSTOM CORNER PIECE
CONTINOUS 1.5 X 1.5 INCH ALUM
ANGLE BY METAL PANEL
INSTALLER
THERMAL SEPARATOR BY METAL
PANEL INSTALLER
P.7
P
A18
SPRAYED
FIRE-RESISTANCE
MATERIALS (07_8100.01)
STRUCTURAL STEEL
FRAMING (SEE
STRUCTURAL
DRAWINGS)(051200)
(05_1200)
STRUCTURAL STEEL
FRAMING (SEE
STRUCTURAL
DRAWINGS)(051200)
(05_1200)
SPRAYED
FIRE-RESISTANCE
MATERIALS (07_8100.01)
HEADER COURSING
AT RADIUS
ROUGH CARPENTRY (06_1000)
CONTINUOUS 1/2"
SEALANT WITH BACKER
ROD (07_9200.07)
CONT. SELF-ADHERING AIR AND
VAPOR BARRIER (FSB) (07_2726.05)
CONTINUOUS BLOCKING TO
SUPPORT WALL SEATHING
[06_1000]
CONTINOUS ALUM TRIM BY
STOREFRONT INSTALLER
(084113)
2
Q
B23
P.982°CORNER BRICK (THREE SIDED
FINISH)-TYP [04_2000]
STACK BOND COURSING WITH 3
SIDED-FINISHED BRICKS AT
JAMBS (TYP) [04_2000]
PRECAST BASE, REFER TO DETAILS
(04_2000.03)
B23
6" METAL STUD FRAMING
(09_2216.06)
CONTINUOUS 1/2" SEALANT WITH
BACKER ROD (07_9200.07)
CONT. SELF-ADHERING AIR AND
VAPOR BARRIER (FSB) (07_2726.05)
WOOD BLOCKING AS REQUIRED
(06_1000.02)
B21
P.7
SPRAYED
FIRE-RESISTANCE
MATERIALS (07_8100.01)
P.7
A26
FACE-ATTACHED GLASS FIBER
REINFORCED CONCRETE PANEL
SYSTEM W/COLOR-MATCHED
RIVETS
(07_4246.01)
THERMALLY BROKEN RAINSCREEN
ATTACHMENT SYSTEM: 06_7100
B14
N.9
P
Q
B27B26
P.9
M08-2
2-HOUR RATED CONSTRUCTION
CL
BRICK TIES ON EACH SIDE OF
JOINT [04_2000]
CONTINUOUS BLOCKING TO
SUPPORT WALL SEATHING [06_1000]
EXPANSION JOINT
(07_9513.16.03)
FOAM SEAL (07_9513.13.09)
CONT. SELF-ADHERING AIR
AND VAPOR BARRIER (FSB)
(07_2726.05)
CONTINUOUS 1/2"
SEALANT WITH BACKER
ROD (07_9200.07)1/2"2
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1 1/2" = 1'-0"2/13/2021 3:11:29 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-5.16
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
EXTERIOR DETAILS -
HORIZONTAL (PART B)
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-4.21
9 CUST STOR. B202 CURVE
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
7 MEDIA CENTER SOUTHEAST CORNER
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-4.41
4
EXTERIOR BRICK TO INTERIOR
BRICK @ ANGLED STOREFRONT
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-4.41
2 SRO OFFICE - SOUTHWEST CORNER
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-3.24
6
EXTERIOR BRICK TO GWB @
ANGLED STOREFRONT
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-4.41
3
EXTERIOR BRICK TO INTERIOR
BRICK @ STOREFRONT
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
8 RECORDING B205A (SIM. B205B)
2 2/12/21 ADDENDUM 2
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-4.20
5 AUD. LOBBY - EAST
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-4.52
1 SRO OFFICE - SOUTHEAST CORNER
K
B16
EWA-2
EWA-3
92.7°
CONTINUOUS 1/2" SEALANT WITH
BACKER ROD (07_9200.07)
K
B16
EWA-2
EWA-1
CONTINUOUS 1/2" SEALANT WITH
BACKER ROD (07_9200.07)
9
2.7°
PREFORMED SILICONE
SHEET, TIE INTO GLAZING
POCKET [07_2715]
2
2
K
B14 B15
SPRAYED FIRE-RESISTANCE
MATERIALS
EWA-3
EWA-2
87.3°CONTINUOUS 1/2" SEALANT WITH
BACKER ROD (07_9200.07)
PREFORMED SILICONE SHEET, TIE
INTO GLAZING POCKET [07_2715]
2
2
K
B21
SPRAYED FIRE-RESISTANCE
MATERIALS (07_8100.01)
EWA-3
TOILET
B135
SOLID-PLASTIC TOILET PARTITIONS,
FLOOR ANCHORED, OVERHEAD
BRACED (10_2113.19.01)
8" METAL STUD (05_4000.17)
3 5/8" METAL STUD FRAMING
(09_2216.04)
K
B22
CORRIDOR
B208
EWA-2
EWA-1
CONTINUOUS 1/2" SEALANT WITH
BACKER ROD (07_9200.07)
PREFORMED SILICONE SHEET, TIE
INTO GLAZING POCKET [07_2715]
2
2
B24 B25
J.7
G06
22
A-6.05
G12A-2
Z01A
22
A-6.05
1 5/8"
2 1/4"8"
STRUCTURAL STEEL FRAMING (SEE
STRUCTURAL DRAWINGS)(051200)
(05_1200)
SPRAYED FIRE-RESISTANCE
MATERIALS (07_8100.01)
JOINT FIRESTOPPING (AT JOINTS
BETWEEN FIRE-RATED
CONSTRUCTION) (07_8443.01)
JOINT FIRESTOPPING (AT JOINTS
BETWEEN FIRE-RATED
CONSTRUCTION) (07_8443.01)
2-HOUR RATED CONSTRUCTION 7 1/8"ROOF LADDER W/HANDRAILS,
GALVANIZED (SEE DETAILS)
(05_5000.21)
EWA-5
EWA-2C
FT WOOD BLOCKING (06_1000.11)
PROVIDE WOOD BACKING TO
SUPPORT ROOF LADDER, BEHIND
METAL PANEL AS NEEDED
EXPANSION JOINT (07_9513.16.03)
WALL/CEILING EXPANSION JOINT
COVER (07_9513.13.02)
ROUGH CARPENTRY (06_1000)
FOAM SEAL (07_9513.13.09)
THERMALLY BROKEN
RAINSCREEN ATTACHMENT
SYSTEM: 06_7100
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
PREFORMED SILICONE SHEET, TIE
INTO GLAZING POCKET [07_2715]
2
2
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1 1/2" = 1'-0"2/13/2021 3:11:47 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-5.17
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
EXTERIOR DETAILS -
HORIZONTAL (PART B)
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
3 CORR. B143 SOUTHEAST CORNER
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
6 CORR. B225 SOUTHEAST CORNER
1 1/2" = 1'-0"
REFERENCING VIEW: 2/ A-3.42
4 CORR. B143 SOUTHWEST CORNER
2 2/12/21 ADDENDUM 2
1 1/2" = 1'-0"
REFERENCING VIEW: 11/ A-4.11
2 COLUMN ENCLOSURE K-B21
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
1 CORR. B208 SOUTHWEST CORNER
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.12B
5 CORR. B208 SOUTHEAST CORNER
H.1
B24
H
C17
S06B
F03D4' - 4"A-6.03
23
EWA-3
EWA-2C
EXPANSION JOINT (07_9513.16.03)
WALL/CEILING EXPANSION JOINT
COVER (07_9513.13.02)
FOAM SEAL (07_9513.13.09)
CONT. SELF-ADHERING AIR AND
VAPOR BARRIER (FSB) (07_2726.05)
CONTINUOUS BLOCKING TO SUPPORT
WALL SHEATHING [06_1000]
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)98°H.1
C5
H
B15 4' - 4"A-6.03
23
F03D
F03D
S06B S06B
F03D
8
4.7°
EWA-3
EWA-2
EXPANSION JOINT (07_9513.16.03)
FOAM SEAL (07_9513.13.09)
WALL/CEILING EXPANSION JOINT
COVER (07_9513.13.02)
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
CONTINUOUS BLOCKING TO
SUPPORT WALL SHEATHING [06_
1000]
2
2
2
H.1
C7
H
B16 4' - 4"EWA-1
EWA-2
EXPANSION JOINT (07_9513.16.03)
FOAM SEAL (07_9513.13.09)
WALL/CEILING EXPANSION JOINT
COVER (07_9513.13.02)
CONTINUOUS BLOCKING TO SUPPORT
WALL SHEATHING [06_1000]
CONT. SELF-ADHERING AIR AND
VAPOR BARRIER (FSB) (07_2726.05)95.3°2
2
2
E
JJ
EWA-2
EWA-392.7°
CONTINUOUS 1/2" SEALANT
WITH BACKER ROD
(07_9200.07)
2
E
C6 ii
EWA-3
EWA-2
87.3°CONTINUOUS 1/2" SEALANT
WITH BACKER ROD
(07_9200.07)
2
E
C18C116
EWA-2
EWA-3
PRECAST BASE, REFER TO DETAILS
(04_2000.03)
CONTINUOUS 1/2" SEALANT WITH
BACKER ROD (07_9200.07)
93.1°
22
H.1
B22
H
C15 4' - 4 1/4"1/8"3 1/2"S06B
F03D
F03D
F03D
S06B
S03F
EWA-1
EWA-2
EXPANSION JOINT (07_9513.16.03)
WALL/CEILING EXPANSION JOINT
COVER (07_9513.13.02)
FOAM SEAL (07_9513.13.09)
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
CONTINUOUS BLOCKING TO
SUPPORT WALL SHEATHING
[06_1000]
THERMALLY BROKEN RAINSCREEN
ATTACHMENT SYSTEM: 06_7100
CONT. SELF-ADHERING AIR AND
VAPOR BARRIER (FSB) (07_2726.05)
8
2
°
D.7
ALIGN
EWA-2
CONTINUOUS 1/2" SEALANT WITH
BACKER ROD (07_9200.07)
THERMAL SEPARATOR BY
METAL PANEL INSTALLER
CONTINOUS 1.5 X 1.5 INCH ALUM ANGLE
BY METAL PANEL INSTALLER
2
E
ALIGN
EWA-2
EWA-3
86.9°CONTINUOUS 1/2" SEALANT WITH
BACKER ROD (07_9200.07)
2
D.7
C115
MAKER SPACE
C137
EWA-2
TYP
1' - 0 1/2"TYP1' - 0 1/2"2
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1 1/2" = 1'-0"2/13/2021 3:12:11 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-5.18
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
EXTERIOR DETAILS -
HORIZONTAL (PART C)
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
1 CORR. B134 - NORTH
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
4 CORR. B143 NORTHWEST CORNER
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.12C
3 CORR. B225 (NORTH)
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-4.55
9 MAKER SPACE C125 SOUTHEAST CORNER
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
10 CORR. C124 SOUTHWEST CORNER
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
5 CORR. C136 SOUTHEAST CORNER
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.12C
2 CORR. B208 (NORTHWEST)
2 2/12/21 ADDENDUM 2
1 1/2" = 1'-0"
REFERENCING VIEW: 17/ A-4.62
7 VEST. C138 NORTHWEST CORNER
1 1/2" = 1'-0"
REFERENCING VIEW: 17/ A-4.62
6 VEST. C138 SOUTHWEST CORNER
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
8 MAKER SPACE C137 SOUTHWEST CORNER
D.1
D5
D
ii
8
4.7°95.3°CORRIDOR
C1241/8"3 1/2"WALL/CEILING EXPANSION
JOINT COVER
(07_9513.13.02)
H.M. FRAME, PAINTED
(08_1113.13)3/8"EWA-3
EWA-2
EXPANSION JOINT (07_9513.16.03)
FOAM SEAL (07_9513.13.09)
CONTINUOUS
BLOCKING TO SUPPORT
WALL SHEATHING [06_
1000]
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
2
2
D.1
D
JJ
EWA-3
EWA-2
EXPANSION JOINT (07_9513.16.03)
FOAM SEAL (07_9513.13.09)FOAM SEAL (07_9513.13.09)
CONT. SELF-ADHERING AIR AND
VAPOR BARRIER (FSB) (07_2726.05)CONTINUOUS BLOCKING TO
SUPPORT WALL SHEATHING
[06_1000]95.3°2
2
2
2
A
D8
PRECAST BASE, REFER TO
DETAILS (04_2000.03)
EWA-2
EWA-3
TYP
1' - 0 1/2"TYP1' - 0 1/2"CONTINUOUS 1/2" SEALANT
WITH BACKER ROD
(07_9200.07)
THERMALLY BROKEN
RAINSCREEN ATTACHMENT
SYSTEM: 06_7100
THERMAL SEPARATOR BY
METAL PANEL INSTALLER
CONTINOUS 1.5 X 1.5 INCH
ALUM ANGLE BY METAL PANEL
INSTALLER
CONT. SELF-ADHERING AIR
AND VAPOR BARRIER (FSB)
(07_2726.05)
2
D.1
D
C116 D20
3 1/2"1/8"EWA-3
EWA-2
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
WALL/CEILING EXPANSION JOINT
COVER (07_9513.13.02)
EXPANSION JOINT (07_9513.16.03)
CONT. SELF-ADHERING AIR AND
VAPOR BARRIER (FSB) (07_2726.05)FOAM SEAL (07_9513.13.09)
CONTINUOUS BLOCKING TO
SUPPORT WALL SHEATHING
[06_1000]
2
NOT USED
2
D.1
D
C115
8
5.1°EWA-3
EWA-2
EXPANSION JOINT (07_9513.16.03)
FOAM SEAL (07_9513.13.09)
WALL/CEILING EXPANSION JOINT
COVER (07_9513.13.02)
CONT. SELF-ADHERING AIR AND
VAPOR BARRIER (FSB) (07_2726.05)
CONTINUOUS BLOCKING
TO SUPPORT WALL
SHEATHING [06_1000]
2
F.4
C2
TO ROUGH OPENING3' - 7"EWA-1
SEALANT AND BACKER ROD [07_9200]
PREFORMED SILICONE SHEET,TIE
INTO GLAZING POCKET [07_2715]EDGE OF STAIR LANDING (BELOW)
20 GA. CF "BOX COLUMN" SPANNING
FROM FOUDATION TO ROOF
STRUCTURE [05_4000]
WALL TILE (TERMINATE AT CW CASING)
WOOD CASING WITH EASED EDGES, FULL
HEIGHT
EWA-2
A-6.06
7
FT WOOD BLOCKING
(06_1000.11)
TYP
1' - 0 1/2"TYP1' - 0 1/2"CONTINOUS 1.5 X 1.5 INCH ALUM ANGLE
BY METAL PANEL INSTALLER
THERMAL SEPARATOR BY METAL PANEL
INSTALLER
THERMALLY BROKEN RAINSCREEN
ATTACHMENT SYSTEM: 06_7100
CONTINUOUS 3/8" SEALANT WITH
BACKER ROD" (07_9200.06)
CONT. SELF-ADHERING AIR AND
VAPOR BARRIER (FSB) (07_2726.05)
2
2
2
2
G
C1
ALIGN
RETURN WALL TILE TO
CURTAIN WALL
PREFORMED SILICONE SHEET,TIE INTO
GLAZING POCKET [07_2715]
HEAVY GAUGE 5.5" COLD FORMED
CHANNELS [05_4000]-- TERMINATE
AT ROOF FRAMING
CONTINOUS BLOCKING
TO SUPPORT SHEATHING
[06_1000]
RETURN GLASS-MAT GYPSUM
SHEATHING AND WRM TO C.W.
6" FIBERGLASS BATT
INSULATION; [07_1200]
OUTSIDE OF STAIR STRINGER
AT LANDING (BELOW)
EWA-1
EWA-16 25/128"HP CEMENTITIOUS
WALL PANEL [07_4246] -
CUSTOM CORNER
PIECE
S06B
TO FACE OF CW
2' - 9"
TO FACE OF CFM CHANNELS
2' - 11 5/8"
GALVANIZED METAL SUPPORT ANGLE [05_5000];
w/MEMBRANE COUNTERFLASHING
.090 BRAKEMETAL INFILL TO MATCH CW
[08_4413]; FASTEN TO SUPPORT ANGLE
SEALANT AND BACKER ROD [07_9200]
1' - 1 1/8"2"4 7/8"TO R.O.1' - 4 5/8"6'-10" O.C. TYPICAL
GALV. HSS STRUCTURAL POSTS
DOUBLE FACED METAL ACOUSTIC
PANEL [10_8213.13] RUN RIBS
HORIZONTALLY
C-CHANNELS WELDED TO GALV.
ANGLE
ALL STEEL TO BE PAINTED GALVANIZED
U.N.O. 6'-1" O.C. @ ENDS
HSS HORIZONTAL STRUCTURAL
TUBE
9
A-5.05
Sim
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1 1/2" = 1'-0"2/13/2021 3:12:33 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-5.19
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
EXTERIOR DETAILS -
HORIZONTAL (PARTS
C-D)
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
2 2/12/21 ADDENDUM 2
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.11D
4 CORR. C124 NORTHWEST CORNER
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.11D
3 MAKER SPACE C125 NORTHEAST CORNER - 1ST FL.
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
5 PART D NORTH WALL PROJECTION - 1ST FLOOR
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.11D
1 CORR. C136 NORTHEAST - 1ST FL.
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.12D
6 PART D NORTH WALL PROJECTION - 2ND FLOOR
1 1/2" = 1'-0"
REFERENCING VIEW: 23/ A-4.56
2 MAKER SPACE C137 NORTHWEST CORNER
1 1/2" = 1'-0"
REFERENCING VIEW: 3B/ A-3.43
8 STAIR C-1 2ND FLOOR (NORTH)
1 1/2" = 1'-0"
REFERENCING VIEW: 3B/ A-3.43
7 STAIR C-1 2ND FLOOR (SOUTH)
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
9 ACOUSTICAL SCREEN HORIZ DETAIL
G
C21
EWA-3
SPRAYED FOAM INSULATION [07_2000]
THERMALLY BROKEN HM FRAME [08_1113]
STACK BOND COURSING WITH 3-
SIDED FINISHED BRICKS AT
JAMBS (TYP) [04_2000]1' - 4 1/8"HM JAMB ANCHOR - STUD
WALL TYPE [08_1113]
1' - 2"
PCC BASE RETURN BELOW (TYP)JAMBS
[04_2000]
F.4
C1
C2CUT BRICKS TO PERMIT
CONTINUOUS 6" MINERAL
WOOL THICKNESS
SEALANT AND BACKER ROD [07_9200]
PCC BASE (BELOW)-TYP [04_
2000]
CONTINUOUS PLYWOOD BLOCKING
FULL HEIGHT [06_1000]
PREFORMED SILICONE SHEET,TIE
INTO GLAZING POCKET [07_2715]
EDGE OF STAIR LANDING (ABOVE)
FACE OF C.W.
2' - 9"
EWA-2
1' - 0"TO FACE OF CFM FRAMING
3' - 2 1/8"5 1/4"3 3/4"WALL TILE (TERMINATE AT CW CASING)
WOOD CASING WITH EASED EDGES, FULL
HEIGHT
8
8
20 GA. CF "BOX COLUMN" SPANNING
FROM FOUDATION TO ROOF
STRUCTURE [05_4000]
CONTINOUS 3 X 1.5 INCH ALUM ANGLE
BY METAL PANEL INSTALLER
THERMAL SEPARATOR BY METAL PANEL
INSTALLER
8
?
?
G
C1
ALIGN
CORNER BRICK (TWO
SIDED FINISH)-TYP [04
_2000]
BRICK TIES ON EACH
SIDE OF CONTROL JOINT
[04_2000]
SEALANT AND
BACKER ROD [07
_9200]
EXPANDABLE
FILLER [04_
2000.2.13]3/8"CONTROL
JOINT (TYP AT
CORNERS)
PCC BASE
(BELOW)-TYP [04
_2000]
REGULAR 8" STETCHER
(ALTERNATE COURSES
[04_2000]
EWA-3
RETURN TILE WAINSCOT TO
CURTAIN WALL
PREFORMED SILICONE
SHEET,TIE INTO GLAZING
POCKET [07_2715]
20 GA 6" COLD FORMED CHANNELS
[05_4000]-- TERMINATE AT ROOF
FRAMING
CONTINOUS BLOCKING
TO SUPPORT SHEATHING
[06_1000]
RETURN GLASS-MAT GYPSUM
SHEATHING AND WRM TO C.W.
TO BRICK RETURN
2' - 10 3/8"
TO FACE OF CFM CHANNELS
2' - 11 7/8"
6" FIBERGLASS BATT
INSULATION; [07_1200]
7/8"
EDGE OF STAIR LANDING
(ABOVE) TO STAIR LANDING (ABOVE)
3' - 7 1/4"TO FACE OF BRICK1' - 4 5/8"ELEVSEE2 3/4"
8
E
C2
A-5.60
10
A-6.06
2
1' - 4 1/4"
3' - 11 5/8"
MAS. OPENING
4' - 0 3/8"
EWA-3
CORNER BRICK (THREE
SIDED FINISH)-TYP [04_2000]
BRICK TIES ON EACH
SIDE OF JOINT [04_2000]
SEALANT AND BACKER ROD
[07_9200]
EXPANDABLE FILLER
[04_2000.2.13]
AIR TERMINAL FOR DISPACEMENT
DIFFUSER [23_0000]1' - 4 1/4"REGULAR 8" STETCHER (ALTERNATE
COURSES [04_2000]
STACK BOND COURSING WITH 3 SIDED-
FINISHED BRICKS AT JAMBS (TYP) [04_2000]
TYICAL CLASSROOM
BENCH/SHELF [06_4000]3/8"CONTROL JOINT
(TYP AT CORNERS)(TYPICAL)4' - 2 3/8"PCC BASE (BELOW)-TYP [04_
2000]
1
A-6.06
CORNER GUARD - CG-1
REGULAR 8" STETCHER
(ALTERNATE COURSES
[04_2000]
CONTINUOUS BLOCKING
TO SUPPORT WALL
SEATHING [06_1000]
6" DIA OVERFLOW DRAIN
ROOF LEADER - SEE
PLUMBING DWGS
OVERFLOW WALL SCUPPER (SEE
DETAILS) (22_0000.32)ELEVSEEE
C4
A-6.06
12
A-6.06
7
A-6.06
7
0.90 BRAKE METAL SURROUND AT JAMBS (BY
HPC PANEL CONTRACTOR) [07_4246]
ROUGH OPENING
5' - 0 3/8"1' - 7"
ROUGH OPENING
2' - 9 3/8"1' - 0"
ROUGH OPENING
5' - 0 3/8"1' - 7"
ROUGH OPENING
2' - 9 3/8"
5' - 1 3/8"1/2" TYPICAL
EWA-1
E
C4
A-6.06
2
A-6.06
12
A-6.06
2
A-6.06
2
REGULAR 8" STETCHER (ALTERNATE
COURSES) [04_2000]
STACK BOND COURSING WITH 3-SIDED-
FINISHED BRICKS AT JAMBS (TYP) [04_2000]
PCC BASE (BELOW)-
TYP [04_2000]
1' - 11 5/8"
5' - 1"
R.O.
2' - 7 3/8"
2 3/8"
6' - 2 3/4" M.O.
MAS. OPENING
5' - 0 3/8"1' - 0"
R.O.
2' - 7 3/8"
SEALANT AND BACKER
ROD [07_9200]
1' - 11 5/8"
MAS. OPENING
5' - 0 3/8"
SEE ELEVATIONS FOR LOCATION
OF CONTROL JTS (ABOVE AND
BELOW WINDOW) [04_2000]
C3
C3
H
REGULAR 12" STETCHER ((CUT
BY 5/4" TO ACCOMMODATE
OUTRIGGER) [04_2000]
STACK BOND COURSING WITH 3-SIDED
FINISHED BRICKS AT JAMBS (TYP) [04_2000]
PCC SILL (BELOW)-TYP
[04_2000]
LOCA. OF CONTROL JNTS
(ABOVE AND BELOW)
MAS. OPENING
5' - 0 3/8"
1' - 7 5/8"
5' - 10 1/2"
C.L.
5' - 9 1/4"
MAS. OPENING
5' - 0 3/8"
1' - 7 5/8"
C.L.
5' - 9 1/4"
C.L.
1' - 2 3/4"
C.L.
3' - 5 7/8"
1 5/8"
1' - 11 5/8"
A-6.06
12
5/8" STEEL WT OUTRIGGER [05_
5000], WELDED TO HSS
S/S H/H BOLTS [10_7113]
ALUMINUM SUN CONTROL
DEVICE (TYP) [10_7113]
HSS TUBE [05_1200]
SEALANT AND BACKER
ROD [07_9200]
SEAL OUTRIGGER
PENETRATION WITH SELF-
ADHERING WRM [07_2715]2' - 4 7/8"C.L.
3' - 5 7/8"
C.L.
1' - 2 3/4"
A-6.06
2
SIMILAR
1 5/8"
CENTER LINE OF 5/8" STEEL WT
OUTRIGGERS (TYPICAL) [05_5000]
8
7' - 0 7/8"5' - 10 1/2"
1' - 11 5/8"1' - 6 3/4"1/2" THICK LOAD BEARING THERMAL BREAK PAD
(TYPICAL) [SEE STRUCTURAL DETAIL]
WT BOLTED TO THREADED STUDS
WEDED TO FACE OF GIRT--SEE STRUCT.
8
8
8
C3
H
EWA-1
A-6.06
12
A-6.06
7
0.90 BRAKE METAL
SURROUND AT JAMBS (BY
HPC PANEL CONTRACTOR)
[07_4246]
ROUGH OPENING
5' - 0 3/8"1' - 7"
ROUGH OPENING
2' - 9 3/8"1' - 0"
ROUGH OPENING
5' - 0 3/8"1' - 7"
ROUGH OPENING
2' - 9 3/8"
C.L.
5' - 2 3/8"
C.L.
1' - 5"
5/8" STEEL PLATE OUT-
RIGGER [05_5000], WELDED
TO HSS
S/S H/H BOLTS [10_7113]
ALUMINUM SUN CONTROL
DEVICE (TYP) [10_7113]
HSS TUBE [05_1200]
(TYPICAL) SEAL OUTRIGGER
PENETRATIONS WITH SELF-
ADHERING WRM [07_2715]
CENTER LINE OF 5/8" STEEL WT
OUTRIGGERS (TYPICAL) [05_5000]
1' - 7"
C.L.
3' - 4 3/8"
SUN CONT. DEVICE + PANEL OPEN'G
5' - 3 5/8"
C.L.
5' - 2 3/8"
C.L.
1' - 5"
C.L.
3' - 4 3/8"
GALVANIZED STL SUPPORT ANGLE FOR
BRAKE METAL WINDOW SURROUND [05
_5000] - COPE AT OUTRIGGER
PENETRATIONS (TYP)SIMILAR
SIMILAR
1/2" THICK LOAD BEARING THERMAL BREAK PAD
(TYPICAL) [SEE STRUCTURAL DETAIL]
WT BOLTED TO THREADED STUDS
WEDED TO FACE OF GIRT--SEE STRUCT.8
1' - 5 1/2"2' - 4 7/8"8
A
D2
3
A-3.28
HP CEMENTITIOUS
WALL PANEL [07_4246] -
CUSTOM CORNER
PIECE
CONTINUOUS BLOCKING TO SUPPORT
WALL SEATHING [06_1000]
EWA-1
1' - 1 1/8"1' - 1 1/8"3' - 0 1/4"
ROUGH OPENING
4' - 0 3/8"
HPC PANEL OPENING
4' - 1 1/8"2' - 11 3/4"
6 1/4"
3"6 1/4"8 1/2"
BUILT IN BOOKSHELF
[06_4000]; SEE DETAIL
10/A-5.60
A-6.06
7
SIMILAR
3/8"
(ATYPICAL--AT 4' WINDOWS ONLY)
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
3/1/2021 10:18:27 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-5.20
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
EXTERIOR DETAILS -
HORIZONTAL (PARTS
C-D)
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
3 TYP. EXTERIOR DOOR JAMB - EWA-3
1 1/2" = 1'-0"
REFERENCING VIEW: 2/ A-3.43
9 STAIR C-1 1ST FLOOR (NORTH)
1 1/2" = 1'-0"
REFERENCING VIEW: 2/ A-3.43
8 STAIR C-1 1ST FLOOR (SOUTH)
2 2/12/21 ADDENDUM 2
8 3/1/21 ADDENDUM 8
1" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
7 PLAN DETAIL AT TYP OUTSIDE CORNER - 1ST FLOOR
1" = 1'-0"
REFERENCING VIEW: 1/ A-1.12A
6 PLAN DETAIL AT TYP. CLASSROOM WINDOWS - 2ND FLOOR
1" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
2 PLAN DETAIL @ TYP. CLASSROOM WINDOWS - 1ST FLOOR
1" = 1'-0"
REFERENCING VIEW: 14/ A-5.60
1 PLAN DETAIL AT SUN CONTROL DEVICES - 1ST FLOOR
1" = 1'-0"5 PLAN DETAIL AT SUN CONTROL DEVICES - 2ND FLOOR
1" = 1'-0"
REFERENCING VIEW: 1/ A-1.12D
10 PLAN DETAIL AT TYPICAL OUTSIDE CORNER - 2ND FLOOR
2
A-5.01
Sim
2
A-5.03
Sim
2
A-5.04
Sim
1' - 8 1/2"R 3' - 0
"
R
7' - 0"R
1
5
' - 7
7
/8"
32' - 11 1/4"26' - 3"2' - 7 1/4"3' - 0"127' - 10 3/4"8' - 8 5/8"60' - 10 5/8"14' - 8 1/4"1' - 11 1/2"
1' - 11 1/2"15' - 7 7/8"3' - 11 1/4"3' - 11 1/4"6"1' - 8 1/2"METAL COMPOSITE MATERIAL WALL
PANELS (074213.23) (07_4213.23)
METAL COMPOSITE MATERIAL WALL
PANELS (074213.23) (07_4213.23)R 19' - 7 1/8"R 3' - 0 3/4"
R 6' - 11 1/4"6"EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ
ALIGN METAL PANEL JOINT TO
CENTERLINE OF CW MULLION,
TYP13.3°13.3°13.3°1 3 .7 °1 3 .7 °13.7°
2" WIDE METAL PANEL
EXPANSION JOINT
EQEQEQEQEQEQ
A-5.21
6
A32
P.7
U.1
7
A-5.04
3
A-5.01
Sim
2
A-5.03
Sim
2
A-5.04
Sim
METAL COMPOSITE MATERIAL WALL
PANELS (074213.23) (07_4213.23)
METAL COMPOSITE MATERIAL WALL
PANELS (074213.23) (07_4213.23)
127' - 10 3/4"
2' - 3 3/4"30' - 7 1/2"26' - 3"2' - 2 1/4" 1' - 3 3/4"2' - 2 1/4"1' - 3 3/4"2' - 2 1/8"1' - 3 7/8"R 3' - 0"
R 7' - 0"R
1
5' -
7
7
/8"15' - 7 7/8"2' - 2 1/4"1' - 3 3/4"3' - 0"1' - 11 1/2"
14 ' - 8 1/4"
1' - 11 1/2"R 17'
-
10 1/8"R 19' - 0 5/8"
R 4' - 9 3/4"R 3'
-
6"
R 5' - 2 1/4"R
6
' - 6"
EQEQEQEQEQEQEQ
ALIGN METAL PANEL JOINT TO
CENTERLINE OF CW MULLION
BELOW, TYP
2" WIDE METAL PANEL
EXPANSION JOINT
13.3°13.3°13.3°1 3 .7 °1 3 .7 °13.7°
A-5.21
7
METAL COMPOSITE MATERIAL WALL
PANELS (074213.23) (07_4213.23)1' - 4"1' - 11 1/4"1' - 11 1/4"
37' - 5 3/4"
EQEQEQEQEQEQEQEQEQ
62' - 5 5/8"5' - 10 7/8"
EQEQEQEQEQEQEQEQEQEQEQEQEQEQEQ1' - 4"92' - 8 3/8"3' - 7 1/8"2' - 10 1/2"1' - 3 3/8"
1' - 6"
9
A-5.03
Sim
6
A-5.03
Sim
A-5.21
8
1' - 4 3/4"
METAL COMPOSITE MATERIAL WALL
PANELS (074213.23) (07_4213.23)
2" WIDE METAL PANEL
EXPANSION JOINT
2
A-5.03
Sim
2
A-5.04
Sim
R 2' - 6 3/4"
R
3' - 0 3/4"R 7' - 0"R 3' - 0"R 6' - 11 1/4"R 6'
-
6"3 3 .7°33.7°33.7°24.5°24.5°24.5°2' - 7 1/4"2' - 6 3/4"2' - 6 3/4"3' - 0"3' - 0"2 4.4°3' - 11 1/4"6"TYP
1/2" JT 1' - 8 1/2"A-5.16
1
9
A-5.21
R 7' - 5 1/4"5"1/2" JTR 3' - 6"R
4' - 9
3/4
"R 7' - 0"R 3' - 0"R
5
' -
2
1
/
4
"R 6'
- 6"2' - 2 1/4"1' - 3 3/4"2' - 2 1/4"1' - 3 3/4"3 3 .7°33.7°33.7°24.5°24.5°24 .5°24.4°2' - 7 1/4"3' - 6"3' - 6"3' - 0"3' - 0"METAL COMPOSITE MATERIAL WALL
PANELS (074213.23) (07_4213.23)
2" WIDE METAL PANEL
EXPANSION JOINT
2
A-5.03
Sim
2
A-5.04
Sim
TYP
1/2" JT
7
A-5.04
Sim
9
A-5.21
FOAM SEAL (07_9513.13.09)
JT
2" EXP
TRUSSES FORMED OF 4" CF
CHANNELS [05_4000],AT 24" ON
CENTER, LAG-BOLTED TO STEEL
STRUCTURE
3/4" F.T. PLYWOOD SHEATHING: 06_
1600
ROUT AND RETURN COMPOSITE METAL PANEL
(FASCIA) [07_4213.23] -SUPPORTED ON 3 5/8"
GALVANIZED LGM CHANNELS AT 16" OC
SELF-ADHERED WEATHER-
RESISTIVE MEMBRANE: 07_2715
COMPOSITE METAL PANEL EXPANSION JOINT
COVER (FASCIA) [07_4213] -FASTENED ON ONE
SIDE ONLY
P.7
R
4' - 4 3/4
"
R 5' - 8 3/4"
R 6' - 4"
R
5' - 0"
R 5' - 6"27.4°27.4°2 7 .4 °
2 7 .5 °46.2°2' - 5 7/8"3'
- 3"1' - 4"1' - 11 1/4"1' - 11 1/4"
4' - 11 5/8"6 1/4"
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
3/1/2021 10:19:34 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-5.21
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
CANOPY DETAILS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
8 3/1/21 ADDENDUM 8
1 _CANOPY PERSPECTIVE - OVERALL
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-1.21A
4 ENLARGED CANOPY RCP
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
5 ENLARGED CANOPY ROOF PLAN
8
2 _CANOPY PERSPECTIVE @ MATTACHEESE3_CANOPY PERSPECTIVE @ WIXON
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
6 ENLARGED CANOPY RCP @ EXPANSION JOINT
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
7 ENLARGED CANOPY ROOF PLAN @ EXPANSION JOINT
1 1/2" = 1'-0"
REFERENCING VIEW: 6/ A-5.21
9 CANOPY METAL PANEL EXPANSION JOINT DETAIL
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
8 ENLARGED CANOPY ROOF PLAN @ B202
4
4
STEEL. ANGLE CURB & DECK SUPPORT,
SEE STRUCT. DWGS.
P.T. WOOD BLKG
METAL. CURBING, SEE
MECH. DWGS.
METAL. DECK, SEE STRUCTURAL
BOILER STACK, SEE MECH. DWGS.
SEE ROOF PLANS FOR TYPE
SYSTEM SUMMARY &
LOCATIONS
FIBERGLASS BATT INSUL.
RAIN COLLAR WITH HIGH-
TEMPERATURE SEALANT
2
2
42
42
STAINLESS STEEL. HOSE CLAMP
PVC MEMBRANE FLASHING, HOT-AIR
WELDED
FASTENER AND DISK,
TYP8" MIN.4" MIN.ADHERED VAPOR RETARDER
TRANSITION STRIP
PVC BASE FLASHING, HOT-
AIR WELDED
2"ROOF PLANSSEEHI-TEMP SEALANT AROUND STACK, TYP
COMPRESSIBLE FILLERSTEEL. ANGLE BY MISC.
METALS. TYP [05_5000]
2x4 P.T. WD BLKG [06_1000]
MECH. DUCT, SEE HVAC
DWGS.
METAL DECK, SEE
STRUCTURAL
24
4 2
24
4 21'-0" MIN1" MINSTAINLESS STEEL. CLAMP RING OVER
FLASHING MEMBRANE AND SEALANT
FASTENER AND DISK, TYP
PVC FLASHING MEMBRANE, HOT-
AIR WELDED
ADHERED VAPOR
RETARDER TRANSITION
STRIP
SEE A0.02 FOR ROOF
TYPE SYSTEM
SUMMARY
ROOF TYPESSEE2 6
2 6
COMPRESSIBLE FILLER
2 6
2 68" MIN1" MIN2x6 P.T. WD BLKG [06_1000]
METAL DECK, SEE
STRUCTURAL
PVC FLASHING MEMBRANE, HOT-
AIR WELDED
FASTENER & DISK, TYP
STAINLESS STEEL. CLAMP RING
OVER FLASHING MEMBRANE &
SEALANT
GRAVITY VENT, SEE MECH.
DWGS.
SEE ROOF PLANS FOR
TYPES AND
LOCATIONS
STEEL. ANGLE BY MISC.
METALS., TYP [05_5000]
ADHERED VAPOR
RETARDER TRANSITION
STRIP ROOF TYPESSEE2x4 P.T. WD BLKG [06_1000]
PIPE PENETRATION, SEE MECH.
OR PLUMBING DWGS.
SEALANT
STAINLESS STEEL.
CLAMP RING OVER FLASHING MEMBRANE AND
SEALANT
PRE MOLDED PIPE SEAL
STEEL. ANGLE BY MISC.
METALS. TYP
2 4
2 4
METAL DECK, SEE STRUCTURAL
2 4
2 41" MIN8" MINSEE A0.02 FOR ROOF TYPE
SYSTEM SUMMARY
FASTENER AND DISK, TYP
PVC MEMBRANE FLASHING, HOT-
AIR WELDED
ADHERED VAPOR RETARDER
TRANSITION STRIP
COMPRESSIBLE FILLER
CL
COMPRESSIBLE FILLER ROOF TYPESSEEPVC MEMBRANE FLASHING, HOT-
AIR WELDED
2 4
42
PIPE PENETRATIONS
POURABLE SEALER
CEMENT BASE GROUT
2x4 P.T. WD BLOCKING [06_1000]
METAL. DECKING, SEE STRUCT.
DWGS.
METAL. PITCH PAN FASTENED W
4" O.C. GLAV. ANNULAR RING
NAILS
STEEL ANGLE BY MISC. METALS [05_5000]ADHERED VAPOR RETARDER
TRANSITION STRIP
2 4
42
CL
SEE A0.02 FOR ROOF TYPE
SYSTEM SUMMARY
2" MIN
2" MINROOF PLANSSEESELF-FLASHING UNIT, SEE HVAC
DWGS.
ACOUSTIC CONCRETE
FILL - 3 1/2" CONC.
SLAB OVER TYPICAL
ROOF DECK (SEE
STRUCT. DWGS.
PVC FLASHING MEMBRANE, HOT-AIR WELD
FASTENER AND DISK, TYP [07_5419]
2x6 P.T WD BLOCKING [06_1000]
ADHERED VAPOR RETARDER TRANSITION
STRIP
SEE A0.02 FOR
ROOFING TYPE,
SYSTEM
SUMMARY, AND
LOCS.TYPESSEE ROOFMIN/ 18" HIGH TUBULAR
STEEL CURB BASE
(BY RTU CURB
MANUFACTURER)
WOOD NAILER
(BY RTU CURB MANUFACTURER)
22 GA ZINC FLASHING AT SIDES AND
ENDS (BY RTU CURB MANUFACTURER)
SPRINGS (BY RTU CURB MANUFACTURER)
NEOPRENE GROMMET (BY RTU
CURB MANUFACTURER)
AIR/ WEATHER SEAL
22 GA. ZINC FLASHING (BY RTU
CURB MANUFACTURER)
PVC BASE FLASHING [07_5419]
2" RIGID
INSULATION
(BY RTU CURB
MANUFACTURER)
6" UNFACED MINERAL
WOOL INSULATION
(BY HVAC )
2 6
2 6
SPRING POCKET COVER WITH
ACCESS PANEL
2 6
2 LAYERS 5/8"
EXTERIOR SHEATHING
(BY HVAC ).2' - 0" (TYP.)STEEL BEAM, SEE STRUCT. DWGS.
APPLIED FIREPROOFING [07_8100]- AT
RATED ROOF ASSEMBLIES ONLY
5/8" EXTERIOR GR PLYWOOD [06_1600]
THERMALLY BROKEN ALUM
SKYLIGHT FRAME: 08_6200
STAINLESS STEEL ROOF
PENETRATION FLASHING: 07_5419
FASTEN THROUGH FLASHING AND
SEALANT WITH 8D STAINLESS STEEL
SCREWS
METAL. DECK, SEE STRUCT. DWGS.
CONTINUOUS ZEE CLIP: 09_2900
2
2 6
6
PVC FLASHING MEMBRANE, HOT-
AIR WELD: 07_5419
AEROGEL FILLED 10mm
MULTIWALL POLYCARBONATE
PANEL:08_6200
PREFABRICATED INSULATED
SKYLIGHT CURB: 08_6200
FASTENER AND DISK, TYP
2x6 FIRE TREATED WD BLOCKING:
06_1000
ADHERED VAPOR RETARDER
TRANSITION STRIP: 07_5419
SEE A-0.02 FOR TYPE SYSTEM SUMMARYROOF TYPESSEETO TOP OF CURB1' - 6" MIN.BUTYL TAPE
ACRYLIC OUTER SKYLIGHT
DOME: 08_6200
WEEP HOLES
CONTINUOUS MASTIC COMPATIBLE WITH
ROOF MEMBRANE (BY SKYLIGHT
INSTALLER)
STEEL BEAM, SEE STRUCT. DWGS.
APPLIED FIREPROOFING: 07_8100
7/8" FURRING CHANNEL: 09_2900
5/8" EXTERIOR GR PLYWOOD:06_1600
METAL. DECK, SEE
STRUCT. DWGS.
STEEL STRUCTURE BY MISC.
METALS
2
2 4
4
PVC FLASHING MEMBRANE,
HOT-AIR WELD
FASTENER AND DISK, TYP
2x4 P.T. WD BLOCKING
ADHERED VAPOR
RETARDER TRANSITION
STRIP
SEE ROOF PLANS FOR TYPE SYSTEM
SUMMARY & LOCATIONS4"ROOF PLANSSEECURB HEIGHT1' - 6" MIN.REFER TO SPECIFIED HVAC ROOF UNIT
FOR ALL REQUIRED SIZES AND CLEARANCES.
MECHANICAL CONTRACTOR IS RESPONSIBLE FOR
COORDINATING REQUIRED ROOF OPENING WITH
ROOFING CONTRACTOR.
VENTS
REFER TO MECHREFER TO SPECIFIED UNIT
FOR HEIGHT REQUIREMENTS
STAINLESS STEEL CURB
FLASHING BY CURB
MANUFACTURER 5/8" EXTERIOR GR
PLYWOOD [06_1600]
METAL. DECK, SEE
STRUCTURAL
STEEL. CHANNEL BY MISC.
METALS. TYP
62
4x P.T.. WD BLKG
2x6 P.T.. WD BLKG
62
SEE ROOF PLANS FOR
TYPE SYSTEM
SUMMARY &
LOCATIONS
PVC MEMBRANE
FLASHING, HOT-AIR
WELDED
FASTENER & DISK, TYP
MIN.8"NOTE:
PROVIDE SLEEPERS WITH METAL COPING AT ALL SLEEPERS FOR MECHANICAL
EQUIPMENT THAT REQUIRE FRAMING OR ARE ON A SKID
30 IN. WIDE TPO MEMBRANE WALKWAY
PAD, SEE PLAN FOR LOCATIONS
SEE ROOF PLANS FOR TYPE SYSTEM
SUMMARY & LOCATIONS
METAL DECKING, SEE
STRUCTURAL
PVC MEMBRANE
1 1/2" MIN CONT. WELD
AROUND WALKWAY PAD
PERIMETER
10" MIN1' - 8 1/4"FIELD DIMENSION2' - 0"
ALUMINUM LADDER
ROOF, SEE ROOF PLANS
SS CHAIN WELDED TO
LADDER GUARD RAIL
REFER TO GFRC PANEL DETAILS
ALUMINUM
LADDER
ROOF, SEE ROOF
PLANS
ELEVATION SECTION
AT HIGH PERFORMANCE
CEMENTITIONS PANEL:
PROVIDE REQUIRED WOOD
BLOCKING BEHIND PANELS FOR
BRACING LADDER CONNECTIONS
AT HIGH PERFORMANCE
CEMENTITIONS PANEL:
PROVIDE REQUIRED WOOD
BLOCKING BEHIND PANELS FOR
BRACING LADDER CONNECTIONS
SEAL TOP EDGES OF
BRACKETS AND
FASTENER HEADS - TYP 8" MINVARIESPROVIDE BLOCKING
UNDER LANDING. REFER
TO MANUFACTURED
METAL COPING DETAILS2' - 9"1' - 6"
MANUFACTURED
METAL COPING
1' - 6"1' - 6"4" MIN7"
DOME STRAINER
PITCH DRAIN PIPE AS REQ'D. IF
EXPOSED KEEP ABOVE BOTTOM
OF STRUCTURE
PVC MEMBRANE ROOFING
WATER CUT-OFF MASTICDECK CLAMP W/ LAG
BOLTS
IRON CLAMPING COLLAR
FOR ROOF DRAIN W/LAG
BOLTS FOR TIGHTENING
INSULATE AND PLASTIC WRAP
FIRST 10' - 0" OF EXPOSED PIPE
CL
SPRAY POLYURETHANE FOAM
SEALANT UNDER CLAMPING RING
SLOPE 1/4" PER FT AVG.SLOPE 1/2" PER FT AVG.6" MIN.2' - 0" EDGE OF SUMP2' - 0" EDGE OF SUMP
MANUFACTURER FOR SPACING
REFER TO
2X WOOD BLOCKING GYPSUM SHEATHING
STEEL. ANGLE CURB & DECK SUPPORT,
SEE STRUCT. DWGS.
CL
OVERFLOW COLLAR
3
3
1. REFER TO SHEET A-1.01 FOR GENERAL NOTES, SYMBOLS AND
ABBREVIATIONS.
2. REFER TO SHEET A-0.02 FOR ROOF TYPES.
3. SEE STRUCTURAL DRAWINGS FOR ROOF STRUCTURAL STEEL
SLOPING, AND FOR FULL EXTENT OF STRUCTURAL DECKING.
4. REFER TO STRUCTURAL DRAWINGS FOR FULL EXTENT OF
ACOUSTIC DECK & CONCRETE EQUIPMENT PADS.
5. PROVIDE LIGHTNING PROTECTION SYSTEM AS SPECIFIED AT
BUILDING AREAS A, B, C AND D. REFER TO LIGHTNING PROTECTION
SPECIFICATIONS.
6. ALL WOOD BLOCKING OR PLYWOOD SHEATHING IS TO BE
SELECTED SO AS TO MAINTAIN PERFORMANCE AND WARRANTY OF
ROOFING SYSTEMS AS SPECIFIED.
7. INSULATION TO BE AT NOMINAL 10" THICKNESS (MIN. AVERAGE),
WITH 6" MINIMUM THICKNESS AT ROOF DRAINS.
8. THE CONTRACTOR MUST COORDINATE ALL ROOF PENETRATIONS
WITH MECHANICAL, ELECTRICAL AND PLUMBING CONTRACTORS, AS
WELL AS WITH MECHANICAL, ELECTRICAL AND PLUMBING
DRAWINGS. COORDINATE WORK TO ENSURE 12” MINIMUM CLEAR
BETWEEN PIPE OR CONDUIT PENETRATIONS TO ALLOW FOR
PROPER FLASHING. IF 12” MINIMUM IS NOT PROVIDED, THEN
PROVIDE CLUSTERED PENETRATION FLASHINGS PER NRCA DETAILS
TP-16 OR TP-17. PITCH POCKETS SHALL NOT BE USED.
9. REFER TO HVAC DRAWINGS FOR MECHANICAL EQUIPMENT AND
ROOF TOP UNITS.
10. MECHANICAL EQUIPMENT CURBS ARE PROVIDED AND
INSTALLED BY MECHANICAL CONTRACTORS.
11. NO EQUIPMENT REQUIRING MAINTENANCE SHALL BE LOCATED
WITHIN 12' - 0" OF ANY ROOF EDGE, U.N.O.
ROOF GENERAL NOTES
WHITE, ADHERED PVC
MEMBRANE ROOF SYSTEM
(SEE ROOF TYPES)
RIGID INSULATION
COVER BOARD AND
SUBSTRATE BOARD (SEE
SPECIFICATION)
STEEL ROOF DECK (SEE
STRUCTURAL DWGS)
LIGHTNING ROD, SEE
MECH. DRAWINGS
METAL BASE PLATE
CABLE
MEMBRANE PROTECTION PAD,
HOT-AIR WELDED
MEMBRANE STRAP,
HOT-AIR WELDED IN PLACE, TYP
10" TYP.UNDERLAYMENT BOARD
ROOF VAPOR BARRIER
STEEL ROOF SCREEN OR
DUNNAGE SUPPORT (SEE
STRUCTURAL DETAILS)
STAINLESS STEEL HOSE CLAMP
FULLY ADHERED PVC FLASHING
MEMBRANE
PVC FLASHING MEMBRANE, HOT
AIR WELDED
ROOF SEALANT TO CLEAN
SURFACE
8" MIN.SELF-FLASHING UNIT, SEE HVAC
DWGS.
STAINLESS STEEL ROOF
PENETRATION FLASHING
FASTEN THROUGH FLASHING AND
SEALANT
METAL. DECK, SEE STRUCT. DWGS.
STEEL ANGLE BY MISC. METALS
2
2 4
4
PVC FLASHING MEMBRANE, HOT-
AIR WELD
1" RIGID INSULATION AT MECH. DUCT
PENETRATIONS, SEE MECH. DWGS.
PREFABRICATED INSULATED MECH. CURB,
SEE HVAC DWGS.FASTENER AND DISK, TYP
2x4 P.T. WD BLOCKING
ADHERED VAPOR RETARDER TRANSITION
STRIP SEE ROOF PLANS FOR TYPE SYSTEM
SUMMARY & LOCATIONS4"ROOF PLANSSEE1'-6" MIN.ROOF EXHAUST FAN
5/8" EXTERIOR GR PLYWOOD:06_1600
SEE DETAILS FOR
BLOCKING AND ROOF
ASSEMBLY
4" MIN.
1"
PVC FLASHING MEMBRANE,
HOT-AIR WELDED
CONT. EDGE CLEAT
PRE-FINISHED ALUM.
FASCIA
FULLY ADHERED PVC ROOF
MEMBRANE, LAP OVER ROOF
EDGE3"MIN
3"
MIN
3"
GOOSENECK PIPE. PROVIDE FLANGE
FOR ATTACHMENT TO BLOCKING.
REFER TO ELECT. MECH. DWGS. FOR
SIZES AND LOCATIONS
CONDUIT WIRING OR
OTHER FLEXIBLE ITEM. SEE
ELECT. DWGS.CONT. LAP SEALANT
CONT. FLASHING
SPLICING CEMENT
WATER CUT-OFF MASTIC
LAP SEALANT
?
WHITE, ADHERED PVC
MEMBRANE ROOF SYSTEM
(SEE ROOF TYPES)COVER BOARD AND
SUBSTRATE BOARD (SEE
SPECIFICATION)
GYPSUM SHEATHING
STEEL ROOF DECK (SEE
STRUCTURAL DWGS)
2X WOOD BLOCKING
RIGID INSULATION
11"5"SL
O
P
E
RAINWATER LEADER, SEE
DETAIL
PREFINISHED ALUMINUM
CONDUCTOR BOX TO MATCH FASCIA
FINISH, APPEARANCE AND PROFILE
ROOFING - SEE ROOF PLAN
SLOPE
DEBRIS SCREEN WITH
METAL. REINFORCING
FULLY SECURED TO
SCUPPER BOX
TAPERED INSULATION
1'-0"2'-0"1'-4" +/-
1 /4 ":1'-0"S LO P E
2'-0" MIN.RAINWATER LEADER
PRECAST SPLASH BLOCK
PROVIDE PROTECTION PAD 2'-0" MIN. BEYOND EDGE OF
SPLASH BLOCK @ LOCATIONS WHERE RWL DRAINS
ONTO ROOFING 3"SELF-FLASHING UNIT, SEE HVAC
DWGS.
STAINLESS STEEL ROOF
PENETRATION FLASHING
FASTEN THROUGH FLASHING AND
SEALANT
METAL. DECK, SEE
STRUCT. DWGS.STEEL SUPPORT - SEE STRUCTURAL
PVC FLASHING MEMBRANE, HOT-
AIR WELD
PREFABRICATED INSULATED MECH. CURB, SEE
HVAC DWGS.
FASTENER AND DISK, TYP
2x4 P.T. WD BLOCKING [06_1000]
ADHERED VAPOR RETARDER TRANSITION STRIP
SEE A0.02 FOR ROOF TYPE
SYSTEM SUMMARY
2 4
6" MINERAL WOOL INSULATION (INSIDE
CURB) - BY MECH CONTRACTOR
(2) LAYERS 5/8" GYP. SHEATHING
(INSIDE CURB)
2 4MIN. 1'-6"EXTERIOR GR PLYWOOD [06_1000]
1' - 8 1/4"FIELD DIMENSION2' - 0"
OPENING IN CMP
2' - 6"
REFER TO METAL
PANEL DETAILS
ALUMINUM LADDER
ROOF, SEE ROOF PLANS
SS CHAIN AND 3"x3" PLATES
7"
PROVIDE BLOCKING
UNDER LANDING. REFER
TO METAL PANEL DETAILS
ALUMINUM
LADDER
ROOF, SEE ROOF
PLANS
ELEVATION SECTION
AT METAL PANEL: PROVIDE
REQUIRED WOOD BLOCKING
BEHIND PANELS FOR BRACING
LADDER CONNECTIONS
AT METAL PANEL: PROVIDE
REQUIRED WOOD BLOCKING
BEHIND PANELS FOR BRACING
LADDER CONNECTIONS
SEAL TOP EDGES OF
BRACKETS AND FASTENER
HEADS - TYP 8" MINVARIES1' - 8 3/4"3' - 1"1' - 0"4"1' - 3"1' - 6"4" MIN20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/19/2021 11:10:53 AMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-5.31
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
TYPICAL ROOF
DETAILS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
5 BOILER STACK ROOF DETAIL
1 1/2" = 1'-0"4 DUCT PENETRATION ROOF DETAIL
1 1/2" = 1'-0"3 GRAVITY VENT ROOF DETAIL
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
2 VENT PIPE PENETRATION ROOF DETAIL
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
1 PITCH POCKET ROOF DETAIL
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
6 MECHANICAL RTU CURB ROOF DETAIL
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
8 SKYLIGHT CURB ROOF DETAIL
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
10 KITCHEN EXHAUST CURB ROOF DETAIL
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
21 SLEEPER ROOF DETAIL
AT EXHAUST FAN
AT ACOUSTIC LOCATIONS
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
11 WALKWAY PAD ROOF DETAIL
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
19B
ROOF ACCESS LADDER DETAIL
@ MANUFACTURED METAL COPING
2 2/12/21 ADDENDUM 2
3 2/18/21 ADDENDUM 3
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
9 ROOF DRAIN DETAIL
1 1/2" = 1'-0"7 LIGHTNING PROTECTION ROOF DETAIL
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
13 STRUCTURAL COLUMN BASE FLASHING
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
12 EXHAUST FAN CURB ROOF DETAIL
AT KITCHEN EXHAUST FAN
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
18 FASCIA ROOF DETAIL
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
17 FLEXIBLE PENETRATION DETAIL
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
16 SCUPPER BOX ROOF DETAIL
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
20 SPLASH BLOCK DETAIL
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
15 MECHANICAL CURB ROOF DETAIL
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.13A
19A
ROOF ACCESS LADDER DETAIL
@ COMPOSITE METAL PANEL
ELEV.
SEE RCPs
ACOUSTIC CEILING TILES, REFER TO
RCP FOR TYPE
ELEV.
SEE RCPs
(1) LAYER 5/8" GWB
ANGLE MOLDING & CLIP BY
CEILING MANF
ANGLE MOLDING BY CEILING MANF
BRACE AS REQ
WIRE HANGERS SECURED
TO STRUCTURE ABOVE
F - MOLDING TRIM, TYP.
REFER TO RCP FOR
CEILING TYPE
2
(1) LAYER 5/8" GWB
3-5/8" METAL STUDS
CORNER BEAD, TYP
3 5/8" METAL STUD BRACING
AS REQ'D
ELEV.
SEE RCPs
VARIES (REFER TO RCPS)
REFER TO RCP FOR CEILING TYPE
CORNER BEAD, TYP.
ELEV.
SEE RCPs
SUSPENDED TRACK/GRID
SYSTEM BY CEILING MANF
ACOUSTICAL CEILING TILES,
REFER TO RCP FOR TYPE
ELEV.
SEE RCPs
(1) LAYER OF 5/8" GWB 6" MINWIRE HANGERS SECURED
TO STRUCTURE ABOVE
CROSS TEE BY CEILING MANF
ANGLE MOLDING & CLIP BY CEILING MANF
2
ELEV.
SEE RCPs
4-INCH PRE-FINISHED PERIMETER
TRIM BY CEILING MANF
CEILING ON SUSPENDED TRACK/GRID,
REFER TO RCP FOR CEILING TYPE
WIRE HANGERS SECURED TO
STRUCTURE ABOVE
SUSPENDED TRACK/GRID
SYSTEM BY CEILING MANF
2
2
ELEV.
SEE RCPs
ELEV.
SEE RCPs
SUSPENSION SYSTEM
ACOUSTIC METAL PANEL WITH
WOOD VENEER; REFER TO PLAN
FOR PERFORATED AND NON-
PERFORATED LOCATIONS
SUSPENSION SYSTEM
ACOUSTIC METAL PANEL WITH
WOOD VENEER; REFER TO PLAN
FOR PERFORATED AND NON-
PERFORATED LOCATIONS
1' - 6"
SUSPENSION SYSTEM
OPEN CELL WOOD CEILING
ELEV.
SEE RCPs
CLIP RAIL 4" FROM
EDGE 2'-0" O.C. TYP
SELF TAPPING SCREW TYP
LINEAR CLOSED WOOD CEILING
PERIMETER TRIM ATTACHED TO WALL
SEE MFG
SEE FLOOR PLAN FOR WALL TYPE
THICK STEEL STRIP OR CABLE AT T&G ENDS
TO ALIGN BOARDS IF NECESSARY
1/2" FIRE RATED PLYWOOD SHEATHING
'Z' CLIPS
ELEV.
SEE RCPs
LINEAR PANEL WALL SYSTEM
ELEV.
SEE RCPs
PERIMETER TRIM SEE MFG
CLIP RAIL 2'-0" O.C. MAX TYP
WIRE HANGERS 4'-0" MAX
ON CLIP RAIL TYP
WOOD CLIP 3 1/2"SUSPENDED TRACK/GRID
SYSTEM BY CEILING MANF
ACOUSTICAL CEILING TILES,
REFER TO RCP FOR TYPE
ELEV.
SEE RCPs
2"
SERPENTINE SUSPENSION SYSTEM
LINEAR WOOD CEILING,
SEE RCP'S FOR CEILING TYPE
CLR
3"7' - 10 117/256"
TYP
2 3/4"
LIGHT FIXTURE, REFER TO
ELECTRICAL DRAWINGS
WIRE HANGERS SECURED
TO STRUCTURE ABOVE
ELEV.
SEE RCPs
ELEV.
SEE RCPs
ELEV.
SEE RCPs
(1) LAYER OF 5/8" MOISTURE RESISTANT GWB
LIGHT FIXTURE, REFER TO
ELEC DRAWINGS
WALL PARTITION, REFER TO PLAN FOR TYPE
EXTRUDED TRIM BY CEILING MANF
WALL ATTACHMENT CLIP BY
CEILING MANF
WIRE HANGERS SECURED TO
STRUCTURE ABOVE
LIGHT FIXTURE HOLD DOWN CLIP BY
CEILING MANF
SUSPENDED TRACK/GRID SYSTEM BY
CEILING MANF4"(1)-LAYER 5/8" GWB
1" TYPE S OR S-12 SCREWS 12" OC
J TRACK
1" FIRE- SHIELD SHAFTLINER
I-STUD 24" OC
WALL PARTITION, REFER
TO PLAN FOR TYPE
WIRE HANGERS SECURED
TO STRUCTURE ABOVE
ELEV.
SEE RCPs
4" PRE-MANF CEILING
TRANSITION TRIM
SUSPENDED ACT W/ TRACK,
SEE RCP FOR CEILING TYPE
RADIANT HEATING PANELS,
REFER TO MECH DRAWINGS
WIRE HANGERS SECURED
TO STRUCTURE ABOVE
ELEV.
SEE RCPs
REFER TO SPEC
ACOUSTICAL CEILING TILES OR
GWB CEILING ON SUSPENDED
GRID, REFER TO RCP FOR TYPE
TRANSITION TRIM BY
CEILING MANF
SUSPENDED TRACK/GRID
SYSTEM BY CEILING MANF
WALL PARTITION, REFER
TO PLANS FOR TYPE
D.1D
WALL/CEILING EXPANSION JOINT
COVER (07_9513.13.02)
ELASTOMERIC-SEAL ACOUSTICAL
CEILING JOINT COVER
(07_9513.13.08)
ACOUSTICAL CEILING TILE (ACT)
(SEE CEILING TYPES) (09_5113.01)
ELEV.
SEE RCPs
INTERIOR SEALANT
WALL PARTITION, REFER
TO PLANS FOR TYPE
WIRE HANGERS SECURED
TO STRUCTURE ABOVE
SUSPENDED TRACK/GRID
SYSTEM BY CEILING MANF
ACOUSTICAL CEILING TILES,
REFER TO RCP FOR TYPE
2
ELEV.
SEE RCPs
(2) LAYERS 5/8" GWB
(1 HOUR RATED)
SEALANT & BACKER ROD
CORNER BEAD, TYP
WALL PARTITION, REFER
TO PLANS FOR TYPE
WIRE HANGERS
SECURED TO
STRUCTURE ABOVE
SUSPENDED
TRACK/GRID SYSTEM
BY CEILING MANF
ELEV.
SEE RCPs
EXPOSED TEE
EDGE BEAD
(1) LAYER OF 5/8" GWB
ACOUSTIC CEILING TILES,
REFER TO RCP FOR TYPE
SUSPENDED CEILING GRID
SYSTEM BY CEILING MANF.
WIRE HANGERS SECURED
TO STRUCTURE ABOVE
CROSS TEE ADAPTER CLIP
BY CEILING MANF
ELEV.
SEE RCPs
CORNER BEAD
ANGLE MOLDING & CLIP BY
CEILING MANF
CROSS TEE BY
CEILING MANF
(1) LAYER OF 5/8" GWB
ELEV.
SEE RCPs
WIRE HANGERS SECURED
TO STRUCTURE ABOVE
SUSPENDED GRID/TRACK
SYSTEM BY CEILING MANF
(1) LAYER OF 5/8" GWB
ANGLE MOLDING & CLIP BY
CEILING MANF
(1) LAYER OF 5/8" GWB
ELEV.
SEE RCPs
(1) LAYER OF 5/8" GWB
3-5/8" MTL STUDS
CORNER BEAD
3-5/8" MTL STUDS
PROVIDE KICK BRACING
WALL PARTITION, REFER TO PLAN FOR TYPE
(1) LAYER OF 5/8" GWB
INTERIOR SEALANT, TYP
2
RADIANT HEATING PANELS,
REFER TO MECH DRAWINGS
WIRE HANGERS SECURED
TO STRUCTURE ABOVE
ELEV.
SEE RCPs
REFER TO SPEC
ACOUSTICAL CEILING TILES,
REFER TO RCP FOR TYPE
SUSPENDED TRACK/GRID
SYSTEM BY CEILING MANF
WALL PARTITION, REFER
TO PLANS FOR TYPE 6" MINBRACING AS REQ'D
(1) LAYER OF 5/8" GWB
ELEV.
SEE RCPs
F - MOLDING TRIM, TYP.
ANGLE MOLDING BY
CEILING MANF.
2
WIRE HANGERS SECURED
TO STRUCTURE ABOVE
ELEV.
SEE RCPs
ACOUSTICAL CEILING TILES,
REFER TO RCP FOR TYPE
SUSPENDED TRACK/GRID
SYSTEM BY CEILING MANF
BRACING AS REQ'D
(1) LAYER OF 5/8" GWB
F - MOLDING TRIM, TYP.
ANGLE MOLDING BY
CEILING MANF.
2
KRION SHEET, AS SPECIFIED
POLYURETHANE PUTTY
PLYWOOD BACKUP PANELS
(1) LAYER OF 5/8" GWB
ELEV.
SEE RCPs
SUSPENDED TRACK/GRID
SYSTEM BY CEILING MANF
ACOUSTICAL CEILING TILES,
REFER TO RCP FOR TYPE
ELEV.
SEE RCPs
(1) LAYER OF 5/8" GWB 6" MINWIRE HANGERS SECURED
TO STRUCTURE ABOVE
CROSS TEE BY CEILING MANF
ANGLE MOLDING & CLIP BY CEILING MANF
REFER TO RCP FOR CEILING TYPE
CORNER BEAD, TYP.
SUSPENDED TRACK/GRID
SYSTEM BY CEILING MANF
ELEV.
SEE RCPs
(1) LAYER OF 5/8" GWB
CROSS TEE BY CEILING MANF
ANGLE MOLDING & CLIP BY CEILING MANF
2
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1 1/2" = 1'-0"2/13/2021 3:13:44 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-5.41
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
REFLECTED CEILING
PLAN DETAILS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1 1/2" = 1'-0"3
RCP DETAIL - ACT CEILING (LOW) TO
GWB CEILING (HIGH)
1 1/2" = 1'-0"12
RCP DETAIL - GWB SOFFIT ON MTL
STUDS (VARIES WIDTH)
1 1/2" = 1'-0"4
RCP DETAIL - GWB CEILING (LOW) TO
ACT CEILING (HIGH)
1 1/2" = 1'-0"9 RCP DETAIL - ACT/GWB EXPOSED EDGE (TYP)
1 1/2" = 1'-0"14
RCP DETAIL - ACOUSTIC PANELS (AT
AUDITORIUM)
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-4.45
13 RCP DETAIL - OPEN CELL WOOD SYSTEM
1 1/2" = 1'-0"17
RCP DETAIL - WOOD CEILING/WALL
(FLEX LEARNING)
1 1/2" = 1'-0"18
RCP DETAIL - WOOD CEILING EDGE
(FLEX LEARNING)
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-4.27
20 RCP DETAIL - ARCH LINEAR WOOD SLAT (AT CAFE)
1 1/2" = 1'-0"10
RCP DETAIL - RECESSED LINEAR LIGHT
(TYP AT BATHROOM)
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-3.42
19 1HR HORIZONTAL SHAFTWALL
2 2/12/21 ADDENDUM 2
1 1/2" = 1'-0"16 RCP DETAIL - ACT TO ACT (SAME ELEV)
1 1/2" = 1'-0"7
RCP DETAIL - RADIANT PANEL TO GWB
CEILING (SAME ELEV)
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.21D
15 RCP DETAIL - EXPANSION JOINT COVER
1 1/2" = 1'-0"2 RCP DETAIL - ACT CEILING AT CMU WALL
1 1/2" = 1'-0"1 RCP DETAIL - GWB CEILING AT 1HR WALL
1 1/2" = 1'-0"5
RCP DETAIL - ACT CEILING TO GWB
CEILING (SAME ELEV)
1 1/2" = 1'-0"6
RCP DETAIL - GWB CEILING (LOW) TO
GWB CEILING (HIGH)
1 1/2" = 1'-0"11
RCP DETAIL - GWB SOFFIT ON MTL
STUDS (AT WALL)
1 1/2" = 1'-0"8
RCP DETAIL - RADIANT PANEL (HIGH)
TO ACT CEILING (LOW)
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.21A
21 CEILING DETAIL - ACT TO GWP SOFFIT
1 1/2" = 1'-0"22
RCP DETAIL - ACT (HIGH) TO SS
PORTAL WITH GWB CEILING (LOW)
2
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.21A
23 CEILING DETAIL - TYP SOFFIT
CEILING B
CEILING A
FOLLOW CURVE OF
AUDITORIUM WALL
REFER TO:A-5.43COORDINATE CUTOUTS WITH
STRUCTURAL COLUMN &
ENCLOSURE SIZING AND LOCATIONSREFER TO:A-5.43
1' - 6 1/4"1' - 9"
COORDINATE CUTOUTS WITH
STRUCTURAL COLUMN &
ENCLOSURE SIZING AND LOCATIONS
37' - 0"16' - 1 3/8"16' - 7 1/4"
29' - 1 3/8"
33' - 7 3/8"
4' - 6"28' - 7 3/8"CEILING A
CEILING B
EDGE OF VERTICAL MODULES TO FOLLOW
CURVE OF AUDITORIUM WALL
ALTERNATING DEPTH X 1 5/16”WIDE
LINEAR WOOD GRAIN PANEL GRILLE
SUSPENDED CEILING AND WALL
SYSTEM (09_5426.13.02)
CEILING A
CEILING B 9' - 4"18' - 0"8' - 8"WALL
CEILING A
CEILING B
1 7/16"A-5.43
7
ALTERNATING DEPTH X 1 5/16”WIDE
LINEAR WOOD GRAIN PANEL GRILLE
SUSPENDED CEILING AND WALL
SYSTEM (09_5426.13.02)9' - 4"18' - 0"WALL
CEILING A
CEILING B
ELEVATION ASKEW
ALTERNATING DEPTH X 1 5/16”WIDE
LINEAR WOOD GRAIN PANEL GRILLE
SUSPENDED CEILING AND WALL
SYSTEM (09_5426.13.02)9' - 4"18' - 0"8' - 8"WALL
CEILING B
ELEVATION ASKEW
CEILING A
ALTERNATING DEPTH X 1 5/16”WIDE
LINEAR WOOD GRAIN PANEL GRILLE
SUSPENDED CEILING AND WALL
SYSTEM (09_5426.13.02)
CEILING A
CEILING B
WALL
CEILING A
CEILING B
WALL
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO.ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"1/25/2021 5:00:32 PMC:\REVIT LOCAL\71010_DYIMS_CONSTRUCTION DOCUMENTS_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
A-5.42
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
100% CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
REFLECTED CEILING
PLAN DETAILS
(AUDITORIUM LOBBY)
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"1 AUDITORIUM - PANEL GRILLE -TOP DIAGRAM
1/4" = 1'-0"4 AUDITORIUM - PANEL GRILLE - TOP VIEW
1/4" = 1'-0"7 AUDITORIUM - PANEL GRILLE - VIEW FROM BELOW
1/4" = 1'-0"2 AUDITORIUM - PANEL GRILLE - FRONT VIEW
1/4" = 1'-0"5 AUDITORIUM - PANEL GRILLE SIDE VIEW
1/4" = 1'-0"8 AUDITORIUM - PANEL GRILLE SIDE VIEW 2
1/4" = 1'-0"3 AUDITORIUM - PANEL GRILLE - ISOMETRIC DIAGRAM
1/4" = 1'-0"
REFERENCING VIEW: 2/ A-4.20
6 AUDITORIUM - PANEL GRILLE - ISOMETRIC
WALL / SOFFITHEAVY-DUTY 15/16" T-RAIL MAIN RUNNER
(NOT BY RULON)
DOWEL CLIP
HEAVY-DUTY 15/16" T-RAIL MAIN RUNNER
(NOT BY RULON)
TARGET
1"2 5/16"1 5/16"1 5/16"
3"
1' - 0"
1 11/16"3 3/4"ALTERNATING DEPTH X 1 5/16”WIDE
LINEAR WOOD GRAIN PANEL GRILLE
SUSPENDED CEILING AND WALL
SYSTEM (09_5426.13.02)WALL / SOFFITCROSS T-RAIL, OR EQUIVALENT, ATTACHED
TO MAIN T-RAIL ON 5' [1524 mm] CENTERS, TO PROVIDE
LATERAL STABILITY AND MAINTAIN PANEL
GRILLE SPACING (NOT BY RULON)
HEAVY-DUTY 15/16" [34 mm] T-RAIL MAIN RUNNER
DOWEL CLIP
1"MAX
5 65/128"2 5/16"ALTERNATING DEPTH X 1 5/16”WIDE
LINEAR WOOD GRAIN PANEL GRILLE
SUSPENDED CEILING AND WALL
SYSTEM (09_5426.13.02)
VARIES WITH
PANEL GRILLE
DESIGN
HEAVY-DUTY 15/16"
T-RAIL
RULON DOWEL
CLIP
VARIES WITH
PANEL GRILLE
DESIGN
3 3/4"2 5/16"ALTERNATING DEPTH X 1 5/16”WIDE
LINEAR WOOD GRAIN PANEL GRILLE
SUSPENDED CEILING AND WALL
SYSTEM (09_5426.13.02)
CLIP ATTACHED TO HEAVY-DUTY
15/16" [24 mm] T-GRID
4 CLIPS NEEDED
PER PANEL GRILLE
2 CLIPS PLACED AS CLOSE TO PANEL
GRILLE CENTER AS POSSIBLE
6 CLIPS NEEDED
PER PANEL GRILLE
FOR PANELS GREATER THAN 8'-11" LONG,
CLIPS SHOULD NEVER BE MORE THAN 4'
APART
NOTES:
1. PANEL GRILLES WIDER THAN 1'
REQUIRE ADDITIONAL CLIPS TO
MAINTAIN A LEVEL PLANE
2. FLEXIBLE PANEL GRILLES
REQUIRE ADDITIONAL CLIPS TO
MAINTAIN RADIUS
5'-11" TO 8'-11" SECTION
UP TO 4'-11" SECTION
HEAVY-DUTY 15/16" T-
RAIL MAIN RUNNER
DOWEL CLIP
SPRINKLER HEAD. COORDINATE
CAPLESS HEAD WITH VAV
ALTERNATING DEPTH X 1 5/16”WIDE
LINEAR WOOD GRAIN PANEL GRILLE
SUSPENDED CEILING AND WALL
SYSTEM (09_5426.13.02)
NOTE:
SIZE OF TRIMS VARIES WITH PANEL GRILLE PROFILE
HEAVY-DUTY 15/16" T-RAIL
RULON DOWEL CLIP
JUNCTION TRIM
PANEL GRILLE
END CAP TRIM
PANEL GRILLE
VARIESVARIESFACTORY-INSTALLED REINFORCEMENT
REINFORCING ROD
CRIMPED
TIGHTLY IN PLACE
DOWEL CLIPS
PANEL GRILLE
FACTORY-
INSTALLED
REINFORCEMENT GRID NOTCHED AND BENT TO
DESIRED RADIUS
REINFORCING ROD
CRIMPED
TIGHTLY IN PLACE
DOWEL CLIPS
PANEL GRILLE
CONCAVE RADIUS
CONVEX RADIUS
GRID NOTCHED AND BENT TO
DESIRED RADIUS
CROSS T-RAIL
PANEL GRILLE
1"
#12-GA. HANGER WIRE
ON MAX 4' CENTERS
TO FIRST DOWEL
5 1/2" MAX
HEAVY-DUTY 15/16" T-RAIL VARIESPLAN VIEW
LINEAR SUSPENDED LIGHT
FIXTURE. SEE RCP FOR LENGTH
AND LOCATIONS
BLADE
1 5/16" x 2 5/6"
1 11/16"
15/16"
CL
USE CUT-OFF PIECES OF PANEL
GRILLE BLADE AS TRIM PIECE
ATTACH AS NECESSARY
13
A-5.43
ALTERNATING DEPTH X 1 5/16”WIDE
LINEAR WOOD GRAIN PANEL GRILLE
SUSPENDED CEILING AND WALL
SYSTEM (09_5426.13.02)
TRIM LINE - TOUCH-UP ALL
FIELD-CUT ENDS WITH
SUPPLIED TOUCH-UP FINISH
ATTACH WOOD STRIP OR SHORT PIECE
OF T-RAIL TO BACK OF PANEL WITH
WOOD SCREWS BEFORE CUTTING.
NOTE:
WHEN CUTTING PANEL GRILLES, BLADES SHOULD
NOT EXTEND BEYOND 6" UNSUPPORTED
ALTERNATING DEPTH X 1 5/16”WIDE
LINEAR WOOD GRAIN PANEL GRILLE
SUSPENDED CEILING AND WALL
SYSTEM (09_5426.13.02)
USE 1"
REVEAL
WALL
PLAN VIEW WALL SECTION WALLATTACHED WITH SCREW
THROUGH WOODBACKER
WOODBACKER
PLYWOOD FURRING
PAINTED BLACK
2 5/16"
3 3/4"2 5/16"3 3/4"3"
ALTERNATING DEPTH X 1 5/16”WIDE
LINEAR WOOD GRAIN PANEL GRILLE
SUSPENDED CEILING AND WALL
SYSTEM (09_5426.13.02)NOTES:
1.SMOKE DETECTOR TO BE MOUNTED ON UNDERSIDE OF 1 5/16" x 2 5/16" BLADE TYP
2. BOTTOM OF SMOKE DETECTOR TO ALIGN WITH BOTTOM OF 1 5/16" x 3 3/4" BLADE TYP
3. MOUNTING OF SMOKE DETECTORS TO BE COORDINATED WITH ALL SYSTEM
HARDWARE PER MANUFACTURER
3. REFER TO RCP & ELECTRICAL.
ALIGN
CL
BLACK SMOKE
DETECTOR
PANEL GRILLE
BEYOND
CUT PANEL GRILLE BLADES AS
NEEDED. CENTURE FIXTURE
LIGHT FIXTURE MUST BE
INDEPENDENTLY SUPPORTED
ALTERNATING DEPTH X 1 5/16”WIDE
LINEAR WOOD GRAIN PANEL GRILLE
SUSPENDED CEILING AND WALL
SYSTEM (09_5426.13.02)
NOTES:
1. LIGHT FIXTURE TO BE MOUNTED ON UNDERSIDE OF 1 5/16" x 2 5/16" BLADE TYP
2. BOTTOM OF LIGHT FIXTURE TO ALIGN WITH BOTTOM OF 1 5/16" x 3 3/4" BLADE TYP
3. MOUNTING OF LIGHT FIXTURES TO BE COORDINATED WITH ALL SYSTEM HARDWARE PER
MANUFACTURER
3. REFER TO RCP
ALIGN
CL
LIGHT FIXTURE
PANEL GRILLE
BEYOND
CUT PANEL GRILLE BLADES AS
NEEDED. CENTURE FIXTURE
LIGHT FIXTURE MUST BE
INDEPENDENTLY SUPPORTED
ALTERNATING DEPTH X 1 5/16”WIDE
LINEAR WOOD GRAIN PANEL GRILLE
SUSPENDED CEILING AND WALL
SYSTEM (09_5426.13.02)
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO.ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
1/25/2021 5:00:43 PMC:\REVIT LOCAL\71010_DYIMS_CONSTRUCTION DOCUMENTS_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
A-5.43
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
100% CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
REFLECTED CEILING
PLAN DETAILS
(AUDITORIUM LOBBY)
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
3" = 1'-0"
REFERENCING VIEW: 4/ A-3.28
1 PANEL GRILLE - PERIMETER DETAIL
3" = 1'-0"
REFERENCING VIEW: 3/ A-4.20
4 PANEL GRILLE PERIMETER DETAIL
3" = 1'-0"
REFERENCING VIEW: 2/ A-5.42
7 PANEL GRILLE DOWEL CLIP DETAIL
1" = 1'-0"8 PANEL GRILLE DOWEL PLACEMENT DETAIL
3" = 1'-0"10 PANEL GRILLE DOWELED SPRINKLER DETAIL
3" = 1'-0"5 PANEL GRILLE END CAP & JUNCTION TRIM DETAIL
3" = 1'-0"3 PANEL GRILLE FLEXIBLE DOWELED GRID DETAIL
3" = 1'-0"2 PANEL GRILLE PANEL TO PANEL DETAIL
1 1/2" = 1'-0"
REFERENCING VIEW: 3/ A-4.20
9 PANEL GRILLE STRIP LIGHT INSTALLATION DETAIL
3" = 1'-0"11 AUDITORIUM - PANEL GRILLE TRIMMING DETAIL
3" = 1'-0"
REFERENCING VIEW: 3/ A-4.21
6 AUDITORIUM - PANEL GRILLE WALL MOUNT DETAIL
1 1/2" = 1'-0"12 PANEL GRILLE STRIP LIGHT INSTALLATION DETAIL
1 1/2" = 1'-0"
REFERENCING VIEW: 9/ A-5.43
13 PANEL GRILLE STRIP LIGHT INSTALLATION DETAIL - SECTION
8
A-5.44
9
A-5.44
TYPE 3.1
9' - 6" AFF
TYPE 3.2
9' - 6" AFF
EXPOSED CEILING ABOVE, REFER TO RCPS6"79' - 4"8' - 0" (1) FULL BLADE9' - 0" (1) FULL BLADE & (1) CUT BLADE1' - 0"
FLIP BLADE CUT EVERY OTHER
ROW TO STAGGER SEAMS
5' - 7 5/8"8' - 3 1/2"
8' - 2 1/8"5' - 1 1/2"
8' - 9 5/8"3' - 3 3/4"
2' - 2 1/4"8' - 6 3/4"
8' - 8"2' - 4 1/4"
8' - 7 1/2"3' - 1"
8' - 3 1/2"3' - 10 1/8"
8' - 7 1/2"3' - 7 1/2"
8' - 8 7/8"3' - 0 1/4"
7' - 1 1/8"3' - 1 1/8"
3' - 3 3/4"5' - 3 7/8"
2' - 10 1/4"4' - 8"
2' - 5 1/4"4' - 3 3/4"
2' - 1 1/8"4' - 0 5/8"
4' - 2 7/8"2' - 6"
3' - 1 5/8"4' - 4"
3' - 3 7/8"4' - 3 3/4"
2' - 10 3/8"4' - 4 3/4"
2' - 4 3/4"4' - 4 3/4"
1' - 11 7/8"4' - 9 1/8"
1' - 7 7/8"5' - 0 1/4"
1' - 4 5/8"4' - 9 3/8"
1' - 2 5/8"4' - 4 5/8"
1' - 4 1/2"4' - 6"
2' - 3 5/8"4' - 4 1/4"
3' - 0 1/4"4' - 1 1/4"
3' - 0 3/8"4' - 0 5/8"
2' - 6 7/8"4' - 0 3/4"
2' - 4 1/4"3' - 9"
7
A-5.44
10
A-5.44
OMIT FELT BLADE AT
LINEAR PENDANT LIGHT
FIXTURES, TYP
3
3
3
24
A-6.05
3' - 9 1/2"10' - 8 3/8"3' - 5 1/2"
8"
NOTE:
REFER TO RCP'S FOR LIGHTING
TYPES AND LOCATIONS
OMIT FELT BLADE AT
LINEAR PENDANT LIGHT
FIXTURES, TYP
17' - 11 3/8"8"4' - 2 3/8"9' - 6 3/8"
4' - 6 3/4"7' - 11 7/8"
4' - 11 1/8"6' - 7 1/8"
5' - 3 3/4"5' - 2 5/8"
5' - 4 5/8"4' - 5 7/8"
4' - 7 3/4"5' - 1 5/8"
3' - 2 3/8"6' - 10 1/8"
1' - 11 5/8"8' - 5 3/4"
1' - 3 5/8"9' - 7"
1' - 2"10' - 1 3/4"
1' - 9 3/4"
10' - 0 1/8"
3' - 9 7/8"8' - 7 1/8"
7' - 3 3/8"5' - 10"
9' - 7 1/4"4' - 8 5/8"
10' - 6 3/8"4' - 7"
10' - 4 7/8"4' - 7"
9' - 8 1/8"4' - 7 3/8"
8' - 6 1/2"
4' - 7"
7' - 3 7/8"5' - 5 1/8"
6' - 1 5/8"7' - 0 5/8"
5' - 3 3/8"8' - 6 5/8"
5' - 9"8' - 5 7/8"
6' - 5 5/8"7' - 3 5/8"
6' - 0 1/8"5' - 11 3/8"
4' - 9 7/8"4' - 8"
3' - 6 1/2"4' - 4 7/8"
2' - 7"3' - 11 7/8"
2' - 1 3/8"4' - 2"
2' - 3 1/8"4' - 7 1/8"
2' - 9 1/4"4' - 10 3/8"
3' - 4 7/8"4' - 7 3/8"
2' - 0 1/2"4' - 2"
3' - 11 1/4"4' - 2 3/8"
3' - 11 5/8"3' - 10 3/4"
3' - 0 3/4"4' - 2 1/8"
2' - 0 7/8"4' - 6 1/4"
1' - 0"
8
A-5.44
9
A-5.44
10' - 0" (1) FULL BLADE & (1) CUT TILE 1' - 0"
TYPE 3.2
9' - 6" AFF
TYPE 3.1
9' - 6" AFF
16' - 0" (2) FULL BLADES
8"97' - 8"FLIP BLADE CUT EVERY OTHER
ROW TO STAGGER SEAMS
7
A-5.44
10
A-5.44 6"3
3
EQ14' - 0" (1) FULL BLADE & (1) CUT BLADEEQ
FLIP BLADE CUT EVERY OTHER
ROW TO STAGGER SEAMS
7' - 4"7' - 4"8' - 2 3/8"4' - 11 1/2"10 1/8"
6' - 9 1/8"4' - 11 1/8"2' - 3 3/4"
4' - 2 3/4"4' - 4 7/8"5' - 4 3/8"
3' - 0 1/8"5' - 3 1/2"5' - 8 3/8"
2' - 8 5/8"6' - 3 7/8"4' - 11 1/2"
4' - 1 1/2"5' - 3 7/8"4' - 6 5/8"
5' - 0 1/4"3' - 11 1/2"5' - 0 1/4"
6' - 11 1/4"4' - 2 5/8"2' - 10 1/8"
1' - 9"4' - 1 5/8"8' - 1 3/8"
TYPE 3.2
9' - 6" AFF
EXPOSED CEILING
ABOVE, REFER TO RCP
OMIT FELT BLADE AT
LINEAR PENDANT LIGHT
FIXTURES, TYP
8
A-5.44
9
A-5.44
EQ20' - 8"EQ3 8' - 8"EQ8' - 0" (1) FULL BLADEEQ
EQ13' - 4"EQ3' - 4 1/2"4' - 6 1/8"3' - 4 3/4"
3' - 4 1/2"4' - 3 3/8"3' - 7 1/2"
4' - 2 7/8"4' - 1 7/8"2' - 10 3/4"
5' - 2 1/2"3' - 2 3/8"2' - 10 5/8"
4' - 9 3/4"2' - 4 7/8"4' - 0 7/8"
3' - 10 1/4"3' - 6 1/8"3' - 11 1/8"
3' - 6 1/4"4' - 1 3/4"3' - 7 1/2"
3' - 9 3/8"4' - 0 7/8"3' - 5 3/8"
8
A-5.44
9
A-5.44
EXPOSED CEILING
ABOVE, REFER TO RCP
TYPE 3.2
9' - 6" AFF
OMIT FELT BLADE AT
LINEAR LIGHT
FIXTURES, TYP
3
ELEV.
SEE RCPs
WIRE HANGERS
SECURED TO
STRUCTURE ABOVE
SUSPENDED TRACK
SYSTEM BY FELT
BLADE MANF
FELT BLADE CEILING
6"8"WIRE HANGERS SECURED
TO STRUCTURE ABOVE
SUSPENDED TRACK SYSTEM
BY FELT BLADE MANF
FELT BLADE CEILING, 8" OC
ELEV.
SEE RCPs6"4" TYP
RIVER PATTERN FELT BLADES 8"
OC, OFFSET 4" FROM FIELD FELT
BLADES
8" TYP
3
3
WIRE HANGERS SECURED
TO STRUCTURE ABOVE
SUSPENDED TRACK SYSTEM
BY CEILING MANF
6"ELEV.
SEE RCPs
8" TYP
FELT BLADE AT 8" OC
WIRE HANGERS SECURED
TO STRUCTURE ABOVE
SUSPENDED
TRACK/GRID SYSTEM
BY CEILING MANF
FELT BLADES AT 8" OC
LINEAR PENDANT LIGHT,
ALIGN BOTTOM OF FIXTURE WITH
BOTTOM OF BLADES
ELEV.
SEE RCPs
RIVER FELT BLADES AT 8" OC,
OFFSET 4" FROM TYP FELT
BLADES6"OMIT FELT BLADE AT LIGHT
FIXTURE LOCATIONS,
CENTER LIGHT
3
16' - 0" (2) FULL BLADES9' - 0" (1) FULL BLADE & (1) CUT BLADE1' - 0"60' - 0"6"8' - 3 3/8"9' - 10 3/8"
17' - 6 3/4"1' - 0 5/8"
4' - 1 1/8"5' - 10 3/4"8' - 7 1/2"4 1/2"
7' - 6 1/8"1' - 8 5/8"
5' - 11 1/8"6' - 1 3/8"
5' - 9 1/8"9 1/4"
6' - 5 3/8"2' - 8"
6' - 9 3/8"4' - 6 7/8"
6' - 8 1/4"5' - 7"
6' - 8 1/2"5' - 8 1/8"
6' - 5 1/2"5' - 3 1/2"
6' - 3 7/8"4' - 4 3/4"
6' - 6 1/2"2' - 11 7/8"
6' - 4 7/8"2' - 2"
6' - 0"1' - 10 3/4"
5' - 6 3/4"2' - 0 3/8"
5' - 1"2' - 5 1/4"
4' - 4 1/2"3' - 2 3/4"
4' - 2 5/8"3' - 6"
4' - 3 1/2"3' - 4 1/8"
4' - 4 1/2"2' - 9 1/8"
4' - 7 1/4"2' - 1"
FLIP BLADE CUT EVERY OTHER
ROW TO STAGGER SEAMS
TYPE 3.2
9' - 6" AFF
8
A-5.44
9
A-5.44
1' - 6"17' - 11 1/2" (2) FULL BLADES & (1) CUT BLADE
8"
8"
7
A-5.44
10
A-5.44
OMIT FELT BLADE AT LINEAR
PENDANT LIGHT FIXTURES, TYP
3
3
3
3
EQ 8' - 0" (1) FULL BLADE EQ 70' - 8"6"8"
20' - 0" (2) FULL BLADES & (1) CUT BLADE 10' - 0" (1) FULL BLADE & (1) CUT BLADE 1' - 0"
7' - 10"2"
5' - 1 5/8"2' - 10 3/8"
3' - 3 5/8"4' - 8 3/8"
2' - 1 1/8"4' - 11"
1' - 3 3/4"4' - 4 7/8"
9 3/8"4' - 6 1/4"
7 5/8"4' - 6"
8 3/4"4' - 4 7/8"
13' - 6 1/2"4' - 2 5/8"
13' - 10 7/8"4' - 6 1/4"
13' - 5 1/8"5' - 3 1/2"
11' - 8 1/4"5' - 11"
6' - 9 1/2"8' - 9 3/4"
3' - 0 3/8"9' - 9 1/2"
1' - 4 7/8"8' - 7 1/4"
11 5/8"6' - 6 5/8"
1' - 1 5/8"4' - 10 7/8"
1' - 8 3/8"4' - 4 3/8"
2' - 3 1/2"4' - 6 1/8"
2' - 10 5/8"4' - 6 3/4"
3' - 3 1/2"4' - 6 1/4"
3' - 4"4' - 6 1/4"
3' - 1 1/2"4' - 6 1/8"
2' - 9 1/2"4' - 5 1/8"
2' - 3 1/8"4' - 2 1/2"
TYPE 3.2
9' - 6" AFF
8
A-5.44
9
A-5.44
EXPOSED CEILING ABOVE, REFER TO RCPS
NOTE:
REFER TO RCP'S FOR LIGHTING TYPES AND
LOCATIONS
FLIP BLADE CUT EVERY OTHER
ROW TO STAGGER SEAMS
7
A-5.44
10
A-5.44
OMIT FELT BLADE AT
LINEAR PENDANT LIGHT
FIXTURES, TYP
3
3
3
ELEV.
SEE RCPs
WIRE HANGERS
SECURED TO
STRUCTURE ABOVE
SUSPENDED TRACK
SYSTEM BY FELT
BLADE MANF
FELT BLADE CEILING
VARIESBLADE DEPTHWIRE HANGERS SECURED
TO STRUCTURE ABOVE
SUSPENDED
TRACK/GRID SYSTEM
BY CEILING MANF
FELT BLADES AT 4" OC
PENDANT LIGHT, ALIGN BOTTOM OF
FIXTURE WITH BOTTOM OF SHORTEST
BLADE
ELEV.
SEE RCPs
CENTER LIGHT BETWEEN
BLADES
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/19/2021 11:11:30 AMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-5.44
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
REFLECTED CEILING
PLAN DETAILS (FELT
RIVERS)
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
3 2/18/21 ADDENDUM 3
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
1 FELT RIVER #1 PLAN DETAIL
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
2 FELT RIVER #2 PLAN DETAIL
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
3 FELT RIVER #3 PLAN DETAIL
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
4 FELT RIVER #4 PLAN DETAIL
1 1/2" = 1'-0"7 RCP DETAIL - FELT BLADE EDGE
1 1/2" = 1'-0"9 RCP DETAIL - FELT BLADES AT RIVER
1 1/2" = 1'-0"8 RCP DETAIL - FELT BLADES (TYP)
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-5.44
10 RCP DETAIL - FELT RIVER BLADES AT LIGHT FIXTURE
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
5 FELT RIVER #5 PLAN DETAIL
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
6 FELT RIVER #6 PLAN DETAIL
OMIT FELT BLADE AT
LINEAR PENDANT LIGHT
FIXTURES, TYP
1 1/2" = 1'-0"11
RCP DETAIL - FELT WAVE
BLADE EDGE
1 1/2" = 1'-0"12
RCP DETAIL - FELT WAVE BLADES AT
LIGHT FIXTURE
3
3
SURFACE-MTD
PAPER TOWEL DISPENSER
CONTINUOUS STAINLESS STEELCORNER TRIM AT
ALL SIDES, TYP.
BASIS OF DESIGN: SCHLUTER JOLLY BRUSHED
STAINLESS STEEL SIZED FOR TILE THICKNESS
PARTITION AS SCHEDULED
TILE AS SCHEDULED
5/8" BACKERBOARD
3/4" FRT PLYWOOD
6" LGMF STUDS
CUT INSULATION AROUND NICHE
(IF APPLICABLE - REF. WALL TYPES)
1/4" CEMENT BACKERBOARD
TILE AS SCHEDULED
TILE AS SCHEDULED
TILE AS SCHEDULED
CL
METAL STUD FRAMING - REF SCHED
FOR SIZE, SPACING & WIDTH AS SPEC
SOUND ATTENUATION FIRE BLANKET
AS SCHEDULED
STEEL TRACK, FASTEN 2'-0" OC MAX
STEEL TRACK, FASTEN 2'-0" OC MAX
DIAGONAL CROSS-BRACE, ANGLED IN VIEW
PARTITION AS SCHEDULED
WD BLOCKING, TYP
SEMI-RECESSED
F.E. CABINET
CONTINUOUS
SEALANT AT ALL
SIDES, TYP
6" METAL STUDS
(2) LAYERS OF 5/8" GWB
5/8" GWB PORCELAIN TILE
WAINSCOT
SOUND ATTENUATION
5/8" BACKERBOARD
NOTE:
MOUNT CABINET 3'-6" AFF TO
CENTER OF HANDLE1/4" TYP
SEALANT, TYP
EDGE OF
GWB/BACKERBOARD
PORCELAIN TILE
WAINSCOT
EDGE DETAIL
SCALE: NTS METAL STUD
TAPE AND JOINT
COMPOUND
REVEAL
MOLDING
SEE PLANS FOR
PARTITION TYPE
TOP OF REVEAL
ELEV. SEE INTERIOR ELEVATIONS
REVEAL
MOLDING
SEE PLANS FOR
PARTITION TYPE
TAPE AND JOINT
COMPOUND 1/2"
2x HARDWOOD CAP,
STAINED FINISH
WOOD BLOCKING
SEALANT, TYP
'J' BEAD
GWB WALL, SEE PLAN
FOR TYPE
ALIGN
CHAMFERED EDGES
RUNNER STUD
STEEL SUPPORTS AS
NEEDED BY MISC
METALS 4X4 HSS MIN.
REVIEW AND CONFIRM
WITH STRUCTURAL
PARTITION: SEE PLAN
FOR PARTITION TYPE
PLAN PARTITION BASE- REFER
TO FINISH SCHEDULE
FINISH FLOOR
ELEV. VARIES - SEE PLAN
ELEVATION
STEEL SUPPORT THROUGH- BOLTS AND BOTTOM PL. BY
MISC. METALS. BOTTOM PL. TO CATCH A MINUMUM OF
TWO DECK FLUTES. REVIEW AND CONFIRM WITH
STRUCTURAL
SOLID SURFACE
TOP
PT WAINSCOT,
SEE MISC. DETAIL.
3/4"
MARKER BOARD
1/2" MDF BACKER
Z-CLIPS
FACE OF WALL - REFER TO
INTERIOR ELEVATIONS FOR
FINISHES
PAINT EXPOSED EDGES (TYP)
NOTE: HEIGHT & WIDTH
VARY - REFER TO INTERIOR
ELEVATIONS
1/4"
SEALANT TYP
FABRIC WRAPPED ACOUSTICAL
WALL PANELS
SUBSTRATE AS SPECIFIED.
SEALANT TYP
WD. BLOCKING AS
REQ'D
SEE PLAN FOR WALL TYPE
NOTE:
SEE FLOOR PLANS & INTERIOR
ELEVATIONS FOR DIMENSIONAL
INFORMATION
SIZE VARIES, SEE SPEC.
'Z' CLIPS
STAINLESS STEEL CORNER
GUARD (SEE PLANS FOR
LOCATIONS)
*SEE PLAN FOR WALL
PARTITION TYPE
2 1/2"2 1/2"SURFACE MOUNTED
CORNER GUARD WITH
ADHESIVE FOAM TAPE
CORNER GUARD TYPE: CG-01
*SEE PLAN FOR WALL
PARTITION TYPE
1 1/2"1 1/2"FLUSH-MOUNTED METAL CORNER
GUARD, SEE DETAIL (10_2600.02)
CORNER GUARD TYPE: CG-02
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/13/2021 3:13:51 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-5.51
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
INTERIOR DETAILS -
TYPICAL
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
3" = 1'-0"
REFERENCING VIEW: 11/ A-4.11
7 PAPER TOWEL DISPENSER NICHE DETAIL
3" = 1'-0"
REFERENCING VIEW: 8/ A-5.53
9 TYP. FRAMING DETAIL AT CROSS-BRACE
1 1/2" = 1'-0"8 FIRE EXTINGUISHER CABINET DETAIL
2 2/12/21 ADDENDUM 2
3" = 1'-0"
REFERENCING VIEW: 1/ A-3.33
2 HORIZONTAL REVEAL DETAIL AT GWB
3" = 1'-0"1 VERTICAL REVEAL DETAIL AT GWB
3" = 1'-0"13 WOOD CAP DETAIL
1" = 1'-0"12 LOW WALL REINFORCEMENT DETAIL
6" = 1'-0"5 MARKERBOARD ATTACHMENT
3" = 1'-0"4 FABRIC WRAPPED ACOUSTICAL PANEL
3" = 1'-0"10 CORNER GUARD DETAIL - CG-01
3" = 1'-0"11 CORNER GUARD DETAIL - CG-02
2
2
A5
T
SPRAYED
FIRE-RESISTANCE
MATERIALS (07_8100.01)
D08B
1
A-5.66
1
A-5.66 HIGH-PRESSURE LAMINATE
WALL PANEL, SEE FINISH
LEGEND (06_4000.10)
8
R
A5
S
GC TO PROVIDE OSHA-COMPLIANT WALL-MOUNTED FIXED LADDER, COTTERMAN
OR EQUAL. PROVIDE OSHA RAILING AT MEZZANINE LEVEL FASTENED TO
MEZZANINE DECK.
SPRAYED
FIRE-RESISTANCE
MATERIALS (07_8100.01)
D08B F03E
2 1/2"
S08B-1
3 7/8"10"
GYPSUM BOARD ON
NON-STRUCTURAL METAL
FRAMING, SEE PLAN FOR WALL
TYPES (09_2900.02)
HIGH-PRESSURE LAMINATE
WALL PANEL, SEE FINISH
LEGEND (06_4000.10)
1
A-5.66
1
A-5.66
8
B4
K.8
9 3/4"
M08
M08
S08BSPRAYED FIRE-RESISTANCE
MATERIALS (07_8100.01)(2) LAYERS OF 5/8" GYPSUM WALL
BOARD, PAINTED (09_2900.14)
FOOD SERVICE EQUIPMENT (SEE
FOOD SERVICE DRAWINGS)
(11_4000)
SURFACE MOUNTED STAINLESS
STEEL CORNER GUARD (SEE MISC.
DETAIL) (10_2600.01)
OVERHEAD SECTIONAL GLASS
DOOR, MOTORIZED OPERATION
(08_3613.03)
FT WOOD BLOCKING
(06_1000.11)
(2) LAYERS OF 5/8" GYPSUM WALL
BOARD, PAINTED (09_2900.14)3/8"6" CONCRETE MASONRY UNIT
(04_2000.10)
8" CONCRETE MASONRY UNIT
(CMU) (04_2000.01)
6" CONCRETE MASONRY UNIT
(04_2000.10)
L.9
B4
S08B9 3/4"
FT WOOD BLOCKING (06_1000.11)
SPRAYED FIRE-RESISTANCE
MATERIALS (07_8100.01)
SURFACE MOUNTED STAINLESS
STEEL CORNER GUARD (SEE MISC.
DETAIL) (10_2600.01)
8" METAL STUD (05_4000.17)OVERHEAD SECTIONAL GLASS
DOOR, MOTORIZED OPERATION
(08_3613.03)OVERHEAD SECTIONAL GLASS
DOOR, MOTORIZED OPERATION
(08_3613.03)
FULLY RECESSED FIRE
EXTINGUISHER CABINET
(10_4413.06)
SURFACE MOUNTED STAINLESS
STEEL CORNER GUARD (SEE MISC.
DETAIL) (10_2600.01)
V.5
A8
R08B
R06B
(2) LAYERS OF 5/8" GYPSUM WALL
BOARD, PAINTED (09_2900.14)
MUSIC ENSEMBLE
A104A
MUSIC ENSEMBLE
A106A
MUSIC
A104
SPRAYED FIRE-RESISTANCE
MATERIALS (07_8100.01)
(2) LAYERS OF 5/8" GYPSUM WALL
BOARD, PAINTED (09_2900.14)
MINERAL WOOL INSULATION
(072100) (07_2100.06)
PACK TIGHT WITH
MINERAL WOOL INSULATION
(072100) (07_2100.06)
MINERAL WOOL INSULATION
(072100) (07_2100.06)
A5
V.5
1-5/8" CHANNEL @ BASE
(2) LAYERS OF 5/8" GYPSUM WALL
BOARD, PAINTED (09_2900.14)
2-1/2" METAL CHANNEL @ BASE
2" MINERAL WOOL INSULATION
(07_2100.11)
3 5/8" METAL STUD FRAMING
(09_2216.04)
SPRAYED FIRE-RESISTANCE
MATERIALS (07_8100.01)
D05B
MINERAL WOOL INSULATION
(072100) (07_2100.06)
PACK TIGHT WITH
V
A8
R08B
R06B
MUSIC ENSEMBLE
A104A
CORRIDOR
A101
SPRAYED FIRE-RESISTANCE
MATERIALS
2" MINERAL WOOL INSULATION
8" METAL STUD
2" MINERAL WOOL
INSULATION
6" METAL STUD FRAMING
WALL TILE (SEE FINISH
SCHEDULE)
A-5.60
15
1 5/8" METAL STUD FRAMING
8" METAL STUD
1 5/8" METAL STUD FRAMING
10
AF-1.20
(2) LAYERS OF 5/8" GYPSUM WALL
BOARD, PAINTED
SHIM AS REQUIRED (06_1000.15)
M.9
B2
ELECTRICAL
A118
KITCHEN
A119
KITCH OFF
A119B
M06-1
M06
SPRAYED FIRE-RESISTANCE
MATERIALS (07_8100.01)
STRUCTURAL STEEL FRAMING (SEE
STRUCTURAL DRAWINGS)(051200)
(05_1200)
ELECTRICAL (FSB) (DIVISION 26)
L.9
B2
KITCHEN
A119
USDA DRY STORAGE
A119C
M06
PREFABRICATED BUILDING
COLUMN CONSISTING OF A
STRUCTURAL-STEEL MEMBER
ENCASED IN MANUFACTURER'S
STANDARD INSULATING MATERIAL
FOR FIRE PROTECTION AND
ENCLOSED IN AN OUTER,
NON-LOAD-BEARING STEEL SHELL;
PAINTED (05_1200.03)
CONTINUOUS 1/2" INTERIOR
SEALANT (07_9200.08)
CONTINUOUS 1/2" INTERIOR
SEALANT (07_9200.08)
A5
P
SPRAYED
FIRE-RESISTANCE
MATERIALS (07_8100.01)
6" METAL STUD FRAMING
(09_2216.06)
6" METAL STUD FRAMING
(09_2216.06)
8" METAL STUD
(05_4000.17)
F06BF06B
HIGH-PRESSURE LAMINATE
WALL PANEL, SEE FINISH
LEGEND (06_4000.10)
1
A-5.66
U
A10
SPRAYED
FIRE-RESISTANCE
MATERIALS
V
A11
3 5/8" METAL STUD FRAMING
SPRAYED FIRE-RESISTANCE
MATERIALS
2" MINERAL WOOL INSULATION
D05B
MUSIC
A106
U
A11
SPRAYED FIRE-RESISTANCE
MATERIALS (07_8100.01)
S03F
8" METAL STUD (05_4000.17)
2" MINERAL WOOL INSULATION
(07_2100.11)
8" METAL STUD (05_4000.17)
3 5/8" METAL STUD FRAMING
(09_2216.04)
5/8 GYPSUM WALL BOARD,
PAINTED (09_2900.23)
(2) LAYERS OF 5/8" GYPSUM
WALL BOARD, PAINTED
(09_2900.14)
5
A-3.32
5/8 GYPSUM WALL BOARD,
PAINTED (09_2900.23)
A11
5
A-3.32
D08B
6" METAL STUD FRAMING
(09_2216.06)
N.4
B9
8" METAL STUD
(2) LAYERS OF 5/8" GYPSUM WALL
BOARD, PAINTED
SPRAYED FIRE-RESISTANCE
MATERIALS
S08B-1
S08B-1 CAF STORAGE
A115 STAGE
A116A
STAGE
A116A
F06B
5
A-4.24
B2
K.8
FOOD SERVICE EQUIPMENT (SEE
FOOD SERVICE DRAWINGS)
(11_4000)
FOOD SERVICE EQUIPMENT (SEE
FOOD SERVICE DRAWINGS)
(11_4000)
FOOD SERVICE EQUIPMENT (SEE
FOOD SERVICE DRAWINGS)
(11_4000)
PREFABRICATED BUILDING
COLUMN CONSISTING OF A
STRUCTURAL-STEEL MEMBER
ENCASED IN MANUFACTURER'S
STANDARD INSULATING MATERIAL
FOR FIRE PROTECTION AND
ENCLOSED IN AN OUTER,
NON-LOAD-BEARING STEEL SHELL;
PAINTED (05_1200.03)
U
A5
SPRAYED FIRE-RESISTANCE
MATERIALS (07_8100.01)
D08B
D08B
S06B
10
AF-1.20
5/8 GYPSUM WALL BOARD,
PAINTED (09_2900.23)
GYPSUM BOARD ON
NON-STRUCTURAL METAL
FRAMING, SEE PLAN FOR WALL
TYPES (09_2900.02)
HIGH-PRESSURE LAMINATE
WALL PANEL, SEE FINISH
LEGEND (06_4000.10)
1
A-5.66
A12
P
SPRAYED FIRE-RESISTANCE
MATERIALS (07_8100.01)
D08B-1 S06B
5/8 GYPSUM WALL
BOARD, PAINTED
(09_2900.23)
6" METAL STUD FRAMING
(09_2216.06)
6" METAL STUD FRAMING
(09_2216.06)
8" METAL STUD (05_4000.17)
INTERIOR HOLLOW METAL FRAME
(PAINTED) (08_1113.04)
FLUSH WOOD DOOR (08_1416)
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1 1/2" = 1'-0"3/1/2021 10:20:21 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-5.52
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
INTERIOR DETAILS -
AREA A
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1 1/2" = 1'-0"
REFERENCING VIEW: 5/ A-4.22
12 AUDITORIUM - PROSCENIUM ARCH
1 1/2" = 1'-0"
REFERENCING VIEW: 5/ A-4.22
5 AUDITORIUM - LADDER
1 1/2" = 1'-0"
REFERENCING VIEW: 2/ A-3.11
2 CAFETORIUM - TRAY RETURN WINDOW & O'HEAD DOOR JAMB
1 1/2" = 1'-0"
REFERENCING VIEW: 2/ A-3.11
13 DOOR JAMB - A119D/A119E
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-4.29
15 COLUMN ENCLOSURE - A8-V.5
1 1/2" = 1'-0"18 COLUMN ENCLOSURE - A5-V.5
1 1/2" = 1'-0"11
COLUMN ENCLOSURE -
A8-V
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
9 COLUMN ENCLOSURE - B2-M.9
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
7 COLUMN ENCLOSURE - B2-L.9
1 1/2" = 1'-0"
REFERENCING VIEW: 5/ A-4.22
1 COLUMN ENCLOSURE - A5-P
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-4.20
14 COLUMN ENCLOSURE - A10-U
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-4.20
10 COLUMN ENCLOSURE A11-V
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-4.20
8 COLUMN ENCLOSURE A11-U
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-4.20
6 COLUMN ENCLOSURE A11
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-4.26
17 COLUMN ENCLOSURE B9-N.4
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
4 COLUMN ENCLOSURE - B2-K.8
1 1/2" = 1'-0"
REFERENCING VIEW: 5/ A-4.22
16 COLUMN ENCLOSURE - A5-U
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-4.20
3 COLUMN ENCLOSURE - A12-P
3 2/18/21 ADDENDUM 3
8 3/1/21 ADDENDUM 8
L
B19
SPRAYED FIRE-RESISTANCE
MATERIALS
GYPSUM WALL BOARD, PAINTED
8" METAL STUD
10
AF-1.20
STRUCTURAL STEEL FRAMING (SEE
STRUCTURAL DRAWINGS)(051200)
S08B
M.5
A23
AF-1.20
11
9
A-5.51
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
10
AF-1.20
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
SPRAYED
FIRE-RESISTANCE
MATERIALS (07_8100.01)
TACKBOARD (SEE PLAN FOR
LENGTH, SEE SPEC FOR BLOCKING
REQUIREMENTS) (101100)
(10_1100.02)
8" METAL STUD (05_4000.17)
MINERAL WOOL INSULATION
(072100) (07_2100.06)
CONF RM
B103
NURSE OFFICE / WAITING
B112
LOBBY
B101
S06B
S08A
6" METAL STUD FRAMING
(09_2216.06)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
PACK TIGHT WITH
MINERAL WOOL INSULATION
(072100) (07_2100.06)
B24 B27B25
P.3
B26
1' - 0 3/4"
M08-2
G12-2
F02A
M08-2
SRO OFFICE
B122
GYMNASIUM
B123
P.1
P.2
G06
STRUCTURAL STEEL FRAMING (SEE
STRUCTURAL DRAWINGS)(051200)
(05_1200)
6 1/8"
2 1/2" METAL STUD FRAMING
(09_2216.02)
SPRAYED FIRE-RESISTANCE
MATERIALS (07_8100.01)
SPRAYED FIRE-RESISTANCE
MATERIALS (07_8100.01)
5/8 GYPSUM WALL BOARD, PAINTED
(09_2900.23)
2-HOUR RATED CONSTRUCTION
STRUCTURAL STEEL FRAMING (SEE
STRUCTURAL DRAWINGS)(051200)
(05_1200)
STRUCTURAL STEEL FRAMING (SEE
STRUCTURAL DRAWINGS)(051200)
(05_1200)
2-HOUR RATED CONSTRUCTION
2"7 5/8"8 5/8"
A-0.03
8
SIM.
2 1/2" METAL STUD FRAMING
(09_2216.02)
SAFETY PADS (116623) (11_6623.08)
5/8 GYPSUM WALL BOARD, PAINTED
(09_2900.23)
JOINT FIRESTOPPING (AT JOINTS
BETWEEN FIRE-RATED
CONSTRUCTION) (07_8443.01)
1' - 5 5/8"6"CMU CORNER SHAPE (04_2000.34)
CMU CORNER SHAPE
(04_2000.34)
6" CONCRETE MASONRY UNIT
(04_2000.10)
F02A
F02A
2 3/8"
2 1/2" METAL STUD FRAMING
(09_2216.02)
JOINT FIRESTOPPING (AT JOINTS
BETWEEN FIRE-RATED
CONSTRUCTION) (07_8443.01)
?
SPACE FOR 2" EXPANSION JOINT IN
STRUCTURE ABOVE
3
3
3
DASHED LINE INDICATES 2" EXPANSION
JOINT IN STRUCTURE ABOVE
A18
PRINCIPAL
B105
PRINCIPAL WAIT
B104
F02A
S06A
M08C
FT WOOD BLOCKING (06_1000.11)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
NORMAN THINBRICK VENEER
(04_2000.11)
CMU, GROUT SOLID (04_2000.46)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
2 1/2" METAL STUD FRAMING
(09_2216.02)5 1/2"H.M. FRAME, PAINTED (08_1113.13)3 1/2"5 1/2"
B14
VESTIBULE
B100
F03C
F03C
S03A
NORMAN THINBRICK VENEER
(04_2000.11)
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
FULLY RECESSED FIRE
EXTINGUISHER CABINET
(10_4413.06)
CORRIDOR
A100B
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
PRE-CAST ARCHITECTURAL
CONCRETE (FSB) (03_4500)5/8" CEMENT BOARD TILE BACKER
(09_2900.06)
5/8" CEMENT BOARD TILE BACKER
(09_2900.06)
P.7
A29
TACKBOARD (SEE PLAN FOR
LENGTH, SEE SPEC FOR BLOCKING
REQUIREMENTS) (101100)
(10_1100.02)
SPRAYED FIRE-RESISTANCE
MATERIALS (07_8100.01)
8" METAL STUD (05_4000.17)
STRUCTURAL STEEL FRAMING (SEE
STRUCTURAL DRAWINGS)(051200)
(05_1200)
P.7
A27
5/8 GYPSUM WALL BOARD, PAINTED
(09_2900.23)
ROUGH CARPENTRY (06_1000)
SPRAYED FIRE-RESISTANCE
MATERIALS (07_8100.01)
1 1/2" Z-FURRING (09_2216.14)
M06B
CMU, GROUT SOLID (04_2000.46)
STRUCTURAL STEEL FRAMING (SEE
STRUCTURAL DRAWINGS)(051200)
(05_1200)
MARKER BOARD (SEE PLAN FOR
LENGTH, SEE SPEC FOR MOUNTING
REQUIREMENTS) (101100)
(10_1100.01)
B24 B25
M
G12B-2
ARCHITECTURALLY EXPOSED
STRUCTURAL STEEL, PAINTED
(SEE STRUCTURAL DRAWINGS
FOR ADDITIONAL
INFORMATION) (05_1200.01)
TELESCOPING STANDS (12_6600)G12B-2
10
AF-1.20
5/8 GYPSUM WALL BOARD,
PAINTED (09_2900.23)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
RUBBER VENTED BASE
(09_6466.12)
ARCHITECTURALLY EXPOSED
STRUCTURAL STEEL, PAINTED
(SEE STRUCTURAL DRAWINGS
FOR ADDITIONAL
INFORMATION) (05_1200.01)
ARCHITECTURALLY EXPOSED
STRUCTURAL STEEL, PAINTED
(SEE STRUCTURAL DRAWINGS
FOR ADDITIONAL
INFORMATION) (05_1200.01)
3 5/8" METAL STUD
FRAMING (09_2216.04)
RUBBER VENTED BASE
(09_6466.12)
SPRAYED
FIRE-RESISTANCE
MATERIALS (07_8100.01)
STRUCTURAL STEEL
FRAMING (SEE
STRUCTURAL
DRAWINGS)(051200)
(05_1200)
RUBBER VENTED BASE
(09_6466.12)
TELESCOPING STANDS (12_6600)16
A-5.53
CONTINUOUS 1/2" INTERIOR
SEALANT (07_9200.08)
CONTINUOUS 1/2" INTERIOR
SEALANT (07_9200.08)
3
7
A-5.67
INTERIOR ARCHTECTURAL
WOODWORK (06_4020)
2X F.T. WOOD BLOCKING, TYP.
(06_1000.12)
2-1/2" METAL STUD (05_4000.12)
FLUSH WOOD DOOR (08_1416)
F02A F02A
F02A
BUILT-IN RECEPTION DESK REFER
TO MILLWORK DETAILS (06_4000.08)
A18
N.3
F03D
F03B
F02B
08_1416
F02B
BUILT-IN RECEPTION DESK REFER
TO MILLWORK DETAILS (06_4000.08)
BUILT-IN RECEPTION DESK REFER
TO MILLWORK DETAILS (06_4000.08)
A23
A22
GRAB BAR
SPRAYED FIRE-RESISTANCE
MATERIALS
ROUGH CARPENTRY
STRUCTURAL STEEL FRAMING (SEE
STRUCTURAL DRAWINGS)(051200)
1' - 0 1/2"
F01A
ROUGH CARPENTRY
1 5/8" METAL STUD FRAMING
S03A
3 5/8" METAL STUD FRAMING
SPRAYED FIRE-RESISTANCE
MATERIALS
10" RWL (REF. PLUMBING DWGS)
STRUCTURAL STEEL FRAMING (SEE
STRUCTURAL DRAWINGS)(051200)1' - 0 3/4"B29 B30
B125A
1' - 4"
P.1
1' - 4"
A-6.03
11
B125B
GYMNASIUM
B123
ADAPTIVE PE
B125
ARCHITECTURALLY EXPOSED
STRUCTURAL STEEL, PAINTED (SEE
STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION)
(05_1200.01)
ARCHITECTURALLY EXPOSED
STRUCTURAL STEEL, PAINTED (SEE
STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION)
(05_1200.01)
12" CONCRETE MASONRY UNIT
(CMU) (04_2000.50)
6"1' - 4"1' - 4"5 5/8"
G06 G06
G06
SAFETY PADS (116623) (11_6623.08)1' - 9 5/8"6" CONCRETE MASONRY UNIT
(04_2000.10)
SAFETY PADS (116623) (11_6623.08)
CMU, GROUT SOLID (04_2000.46)
A-6.03
11
11 5/8"3' - 4 3/4" R.O.
3/8"6 1/8"
SAFETY PADS (116623) (11_6623.08)
SEALANT, TYP
14' - 8 3/8"
R.O.
A-6.03
21
25
A-6.05
RUBBER VENTED BASE (09_6466.12)
RUBBER VENTED BASE (09_6466.12)
SAFETY PADS (116623) (11_6623.08)RUBBER VENTED BASE (09_6466.12)
RUBBER VENTED BASE (09_6466.12)2 3/4"CONTINUOUS 3/8" INTERIOR
SEALANT
(07_9200.10)
M.5
A20
INTERIOR ARCHTECTURAL
WOODWORK (06_4020)
(2) LAYERS OF 5/8" GYPSUM WALL
BOARD, PAINTED (09_2900.14)
(2) LAYERS OF 5/8" GYPSUM WALL
BOARD, PAINTED (09_2900.14)
6" METAL STUD FRAMING
(09_2216.06)
PACK TIGHT WITH
SPRAYED
FIRE-RESISTANCE
MATERIALS (07_8100.01)
MINERAL WOOL INSULATION
(072100) (07_2100.06)
MINERAL WOOL INSULATION
(072100) (07_2100.06)
3 5/8" METAL STUD FRAMING
(09_2216.04)D02B
M.5
A28
STRUCTURAL STEEL FRAMING (SEE
STRUCTURAL DRAWINGS)(051200)
(05_1200)
SPRAYED FIRE-RESISTANCE
MATERIALS (07_8100.01)
D02B
S06B
A-6.03
1
SIM.
STRUCTURAL STEEL FRAMING (SEE
STRUCTURAL DRAWINGS)(051200)
(05_1200)
PACK TIGHT WITH
MINERAL WOOL INSULATION
(072100) (07_2100.06)
MINERAL WOOL INSULATION
(072100) (07_2100.06)
J.7
B30
WALL BASE, SEE FINISH SCHEDULE
(09_6513.07)
CONTINUOUS 3/8" SEALANT WITH
BACKER ROD" (07_9200.06)
SAFETY PADS (116623)
(11_6623.08)
RUBBER VENTED BASE
(09_6466.12)
6
AF-1.20
TYP.
FIRST FLOOR
+28' -2 3/8"
M
ARCHITECTURALLY EXPOSED
STRUCTURAL STEEL, PAINTED (SEE
STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION)
(05_1200.01)
ARCHITECTURALLY EXPOSED
STRUCTURAL STEEL, PAINTED (SEE
STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION)
(05_1200.01)
ARCHITECTURALLY EXPOSED
STRUCTURAL STEEL, PAINTED (SEE
STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION)
(05_1200.01)
ANCHORED, RESILIENT
SLEEPER/SUBFLOOR (09_6466.05)
WOOD FINGER JOINTED STRIP
FLOORING (09_6466.01)
RUBBER VENTED BASE (09_6466.12)
1 1/2"
FT WOOD BLOCKING (06_1000.11)
RUBBER VENTED BASE (09_6466.12)
RUBBER VENTED BASE (09_6466.12)
1-1/2" CONT. EXPANSION SLOT
1 1/2"
GUSSET PLATES NOT SHOWN
FOR CLARITY
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/19/2021 11:13:00 AMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-5.53
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
INTERIOR DETAILS -
AREA B
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1 1/2" = 1'-0"15
FP COL. ENCLOSURE -
ART ROOM
1 1/2" = 1'-0"8
COLUMN ENCLOSURE -
B103 CONF. NORTHEAST
1 1/2" = 1'-0"
REFERENCING VIEW: 3/ A-4.48
12 SRO B122 (WEST)
1 1/2" = 1'-0"5
DOOR JAMB - BULLET-RESISTANT
DOOR
1 1/2" = 1'-0"6
INTERIOR BRICK @
CROSS-BRACE
1 1/2" = 1'-0"7
COLUMN ENCLOSURE -
PRINCIPAL/PSYCH
1 1/2" = 1'-0"10
COLUMN ENCLOSURE -
B111 RECORDS
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.12A
9 INTERIOR COL ENCL - LOBBY B101 EAST
1 1/2" = 1'-0"14
TYP. SECURITY GRILLE
POCKET (NORTH)
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-4.41
13 SECURITY GRILLE POCKET (EAST)
1 1/2" = 1'-0"
REFERENCING VIEW: 2/ A-4.11
3 COLUMN ENCLOSURE - B106A STOR.
1 1/2" = 1'-0"
REFERENCING VIEW: 3/ A-4.48
1 GYMNASIUM B123 SOUTH
1 1/2" = 1'-0"11
COLUMN ENCLOSURE -
B103 CONF. NORTHWEST
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-4.41
4 COLUMN ENCLOSURE - B119 CONF.
3 2/18/21 ADDENDUM 3
3" = 1'-0"2
TYP. EXPOSED COLUMN
AT GYM B123
1 1/2" = 1'-0"
REFERENCING VIEW: 9/ A-5.53
16 FLOORING/BASE AT BRACED FRAME3
B17
L
SPRAYED FIRE-RESISTANCE
MATERIALS
STRUCTURAL STEEL FRAMING (SEE
STRUCTURAL DRAWINGS)(051200)
2 1/2" METAL STUD FRAMING
CUSTOM SEMI-RECESSED DISPLAY
CASE
1 5/8" METAL STUD FRAMING10
AF-1.20 WALL TILE (SEE FINISH SCHEDULE)
2-HOUR RATED CONSTRUCTION
(2) LAYERS OF 5/8" GYPSUM WALL
BOARD, PAINTED
8" METAL STUD
S06B
S08B3 1/4"1' - 3 5/8"
1' - 3"
2
FLUSH-MOUNTED METAL CORNER
GUARD, SEE DETAIL (10_2600.02)
2
FLUSH-MOUNTED METAL
CORNER GUARD, SEE
DETAIL (10_2600.02)
A17
N.6
SPRAYED FIRE-RESISTANCE
MATERIALS
HVAC ITEM (SEE HVAC DRAWINGS)
INTERIOR ARCHTECTURAL
WOODWORK
S06B
F03C
F03C
M.5
S06B
F03C
F03C F03C
5/8 GYPSUM WALL BOARD, PAINTED
3 5/8" METAL STUD FRAMING
6" METAL STUD FRAMING
(2) LAYERS OF 5/8" GYPSUM WALL
BOARD, PAINTED
3
A-3.01
L.5
B12
N.4
B12
CUST STOR
B202
CAF STORAGE
A115
SPRAYED FIRE-RESISTANCE
MATERIALS
PLASTIC LAMINATE ACCENT
PORTAL, REFER TO A-5.60 FOR
DETAIL
STRUCTURAL STEEL FRAMING (SEE
STRUCTURAL DRAWINGS)(051200)
9
A-5.51
S08B-1
S08B-1
SIM.
2
P
B12
WALL TILE (SEE FINISH SCHEDULE)
S03B
F06A
D08B-1
S08B-1
5/8" CEMENT BOARD TILE BACKER
(2) LAYERS OF 5/8" GYPSUM WALL
BOARD, PAINTED
CAF STORAGE
A115
CUST STOR
B202
CORRIDOR
A100B
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1 1/2" = 1'-0"2/13/2021 3:14:13 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-5.54
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
INTERIOR DETAILS -
AREA B
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
8 COLUMN ENCLOSURE - B17-L (UL U-419)
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
1 B203 HVAC ENCLOSURE
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
5 B203 HVAC ENCLOSURE (WEST 2)
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
6 B203 HVAC ENCLOSURE (WEST)
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
7 B203 HVAC ENCLOSURE - NORTH
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
4 COLUMN ENCLOSURE - B12-L.5
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
2 COLUMN ENCLOSURE - B202 (1)
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
3 COLUMN ENCLOSURE - B202 (2)
2 2/12/21 ADDENDUM 2
H
3
A-5.55
S03F
S06B
F03D F03D
4' - 4"4' - 7"4' - 7"
S03F F03DF03D
FIRST FLOOR
+28' -2 3/8"
H.1H
WALL BASE, SEE FINISH SCHEDULE
(09_6513.07)
RECESS-MOUNT FLOOR EXPANSION
JOINT COVER (07_9513.13.03)
(2) LAYERS OF 5/8" GYPSUM WALL
BOARD, PAINTED (09_2900.14)
GYPSUM CEILING BOARD, PAINTED
(09_2900.03)
S06B S03F
ACOUSTICAL CEILING TILE (ACT)
(SEE CEILING TYPES) (09_5113.01)
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
H.M. FRAME, PAINTED (08_1113.13)
G
2' - 2"F03D F03D
F03D
2' - 7 5/8"5 1/4"
INTERIOR HOLLOW METAL
BORROWED LIGHT (PAINTED
FRAME) (08_1113.03)
Z01A
S06B
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
6" METAL STUD FRAMING
(09_2216.06)
HVAC DIFFUSER (SEE HVAC
DRAWINGS) (23_0000.04)
SOLID SURFACE PORTAL
SURROUND; REFER TO FINISH
LEGEND (06_4000.05)
FLUSH-MOUNTED METAL CORNER
GUARD, SEE DETAIL (10_2600.02)
2
F
1' - 8 1/4"1' - 10"
2' - 7 5/8"5 1/4"2' - 2"8
A-5.70
WOOD BLOCKING (06_1000.05)
PRE-FINISHED METAL LOCKERS
(SEE A-5.80 FOR LOCKER TYPES)
(10_5113.01)
F03D
F03D
S06B
F03C
CONTINUOUS 1/2" INTERIOR
SEALANT (07_9200.08)
1' - 7 3/4"
F03C
SOLID SURFACE PORTAL
SURROUND; REFER TO FINISH
LEGEND (06_4000.05)
PRE-FINISHED METAL LOCKER
FILLER PANEL (10_5113.12)
INTERIOR HOLLOW METAL
BORROWED LIGHT (PAINTED
FRAME) (08_1113.03)
FLUSH-MOUNTED METAL CORNER
GUARD, SEE DETAIL (10_2600.02)FLUSH-MOUNTED METAL CORNER
GUARD, SEE DETAIL (10_2600.02)
E
C82 1/2"4' - 4"PREP
C106A
MAKER SPACE
C125
CORRIDOR
C124
CORRIDOR
C141
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
S06B
S06B
F03D
F03D
F03D
S03F
6" METAL STUD FRAMING
6" METAL STUD FRAMING
6" METAL STUD FRAMING
(2) LAYERS OF 5/8" GYPSUM WALL
BOARD, PAINTED
WALL TILE (SEE FINISH SCHEDULE)
(2) LAYERS OF 5/8" GYPSUM WALL
BOARD, PAINTED
ELECTRICAL (FSB)
HVAC DIFFUSER (SEE HVAC
DRAWINGS)
CORNER BEAD, TYPICAL
(09_2900.07)
F
C9F03C
S06B
F03C
SOLID SURFACE PORTAL
SURROUND; REFER TO FINISH
LEGEND (06_4000.05)
PRE-FINISHED METAL
LOCKERS (SEE A-5.80 FOR
LOCKER TYPES) (10_5113.01)
PRE-FINISHED METAL LOCKER
FILLER PANEL (10_5113.12)
3 5/8" METAL STUD FRAMING
(09_2216.04)
A-5.60
15
TYP.
2
IN-WALL BOTTLE FILLING
STATION (SEE PLUMBING
DRAWINGS AND A-5.80 FOR
TYPICAL MOUNTING HEIGHTS)
(22_0000.01)
BUILT-IN TRASH AND
RECYCLING STATION W/ 2
DOOR BASE CABINET
(06_4000.01)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
S03F
S03F
S03F
A-5.60
1
3
A-5.60
AF-1.20
12
AF-1.20
12
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)EQEQWALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
REFER TO PLANS FOR WALL TYPE
ALTERNATE AS
REQUIRED TO ALIGN
W/ ADJACENT
CONSTRUCTION
2
REFER TO PLANS FOR WALL TYPE
ALTERNATE AS
REQUIRED TO ALIGN
W/ ADJACENT
CONSTRUCTION
23' - 8 1/4"H
2' - 3"2' - 3"
A-5.58
1
3' - 0 5/8"SPED RESOURCE
C203
SPED RESOURCE
C205
S06E
S06E
FLUSH-MOUNTED METAL CORNER
GUARD, SEE DETAIL (10_2600.02)
FLUSH-MOUNTED METAL CORNER
GUARD, SEE DETAIL (10_2600.02)
FLUSH-MOUNTED METAL CORNER
GUARD, SEE DETAIL (10_2600.02)
FLUSH-MOUNTED METAL CORNER
GUARD, SEE DETAIL (10_2600.02)
2
2
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/13/2021 3:14:39 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-5.55
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
INTERIOR DETAILS -
AREA C
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1 1/2" = 1'-0"
REFERENCING VIEW: 3/ A-5.18
2 TYPICAL DOOR NICHE
3/4" = 1'-0"
REFERENCING VIEW: 2/ A-4.60
3 TYPICAL DOOR NICHE - SECTION
2 2/12/21 ADDENDUM 2
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
6 TYPICAL CLASSROOM CHASE AT DOOR
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
1 TYPICAL CLASSROOM CHASE W/ LOCKERS
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
4 HVAC ENCLOSURE - MAKER SPACE C125
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.12A
7 SCIENCE C106/C206
1 1/2" = 1'-0"8
TYP. TRASH STATION / BOTTLE FILLER
STATION
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.12B
5 SPED RESOURCE FOLDING PARTITION
D.1
D
2
A-3.35
3 1/2"1/8"4' - 4"S06BS06B
F03D
F03D
F03D
INTERIOR HOLLOW METAL
BORROWED LIGHT (PAINTED
FRAME) (08_1113.03)
WALL/CEILING EXPANSION JOINT
COVER (07_9513.13.02)
F03B
F03B
6" METAL STUD FRAMING
S06B 1/4"8 3/4"GENERAL CR
D105
CORRIDOR
D135
CORRIDOR
C124
MAKER SPACE
C125
F03D
B
D6
1
A-3.13
SPED RESOURCE
D106
CORRIDOR
D100
HVAC DIFFUSER (SEE HVAC
DRAWINGS)
F03B
F03B
F03B
F03BS06B
F03B
2
2
2
B
SPEECH
D215
GENERAL CR
D202
CORRIDOR
D200
S06B
F03D
F03D
F03C
F03D
F03D
S06B
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
B
GENERAL CR
D204
CORRIDOR
D200
F03D
F03D
F03D
S03B
D.1
D18
D
PREP
D109A
MAKER SPACE
C137
CORRIDOR
C1364' - 4"1/8"3 1/2"R06B
F03D
S06B
F03D
ELECTRICAL (FSB)
(DIVISION 26)
(2) LAYERS OF 5/8" GYPSUM WALL
BOARD, PAINTED
(2) LAYERS OF 5/8" GYPSUM WALL
BOARD, PAINTED
WALL TILE (SEE FINISH SCHEDULE)
3 5/8" METAL STUD FRAMING
WALL TILE (SEE FINISH SCHEDULE)
RECESS-MOUNT FLOOR EXPANSION
JOINT COVER
WALL TILE (SEE FINISH SCHEDULE)
(2) LAYERS OF 5/8" GYPSUM WALL
BOARD, PAINTED
(2) LAYERS OF 5/8" GYPSUM WALL
BOARD, PAINTED
5/8 GYPSUM WALL BOARD, PAINTED
(2) LAYERS OF 5/8" GYPSUM WALL
BOARD, PAINTED
F03B
F03D
F03D
F03B
WALL/CEILING EXPANSION JOINT
COVER
WALL/CEILING EXPANSION JOINT
COVER
S03F
S03B
F03D
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1 1/2" = 1'-0"2/13/2021 3:14:54 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-5.56
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
INTERIOR DETAILS -
AREA D
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.11D
1 MAKER SPACE C125 NORTHWEST CORNER
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
2 HVAC ENCLOSURE - SPED RESOURCE D106
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.12D
4 HVAC ENCLOSURES - D200 WEST
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
5 HVAC ENCLOSURE - GEN CR D204
1 1/2" = 1'-0"
REFERENCING VIEW: 22/ A-4.56
3 PREP D109A EAST
2 2/12/21 ADDENDUM 2
(2) 3/4" FRT T&G PLYWOOD
PAINTED 1/4" DOUBLE
TEMPERED S2S HARDBOARD
DEPRESSED CONCRETE SLAB
CONTINUOUS FIBERGLASS SOUND
BATT INSULATION BETWEEN
CONCRETE AND SUBFLOOR TO
PREVENT SPREAD OF FIRE
SLIP SHEET
8' - 0"4' - 0"2" X 4" FRT WOOD SLEEPERS, 16"
O.C., STAGGER JOINTS
5/8" FRT PLYWOOD STOP BLOCKS
FIXED TO UNDERSIDE OF SLEEPERS
(ALTERNATE/STAGGER WITH
RESILIENT PADS BOTH DIRECTIONS
TO PREVENT OVER COMPRESSION)
RESILIENT PADS
16" O.C. FIXED TO UNDERSIDE OF
SLEEPERS (ALTERNATE/STAGGER
WITH STOP BLOCKS BOTH
DIRECTIONS)
CONTINUOUS VAPOR RETARDER
(2) 3/4" FRT T&G PLYWOOD
DEPRESSED CONCRETE SLAB
SLIP SHEET
2" X 4" FRT WOOD SLEEPERS, 16"
O.C., STAGGER JOINTS
5/8" FRT PLYWOOD STOP BLOCKS BETWEEN
RESILIENT PADS TO PREVENT OVER
COMPRESSION
RESILIENT PADS
16" O.C. FIXED TO UNDERSIDE OF PLYWOOD
CONTINUOUS VAPOR
RETARDER
STEEL PLATE (055000)
1' - 4"1' - 4"1' - 4"
PAINTED 1/4" DOUBLE
TEMPERED S2S HARDBOARD
2"
A-5.57
6
1"1"1/8"2"
1" RUBBER SPACER AT
EACH MECHANICAL
FASTENER
EXPANSION GAP
EXPANSION GAP 1/4"
3" x 3" x 3/16" STEEL BASE
(055000)
EXPANSION GAP/ VENTING
1"1"
EXTEND VAPOR RETARDER
2" UP WALL AND SEAL
3" x 3" x 1/4" STEEL EDGE ANGLE
CAST IN CONCRETE (055000)
2"
3/8" x 6" CONTINUOUS STEEL BRIDGE PLATE
WELDED TO ANGLE BELOW - PROVIDE PUDDLE
WELD HOLES 16" O.C. - GRIND SMOOTH. PAINT -
EXCEPT SLIP JOINT (055000)
CONTINUOUS STEEL EDGE PLATES - PRE-
ASSEMBLED AND SET LEVEL TO AND PARALLEL WITH
CAST IN PLACE ANGLE AND TOP SURFACE OF
CONCRETE FLOOR. SCREWED IN PLACE. PAINT
(055000)
EXPANSION GAP
SLIP JOINT - NO PAINT AT
GAP
1"6"1"
3"
EXTEND VAPOR RETARDER
2" UP WALL AND SEAL
(2) 3/4" FRT T&G PLYWOOD
PAINTED 1/4" DOUBLE
TEMPERED S2S HARDBOARD
DEPRESSED CONCRETE SLAB
CONTINUOUS FIBERGLASS SOUND
BATT INSULATION BETWEEN
CONCRETE AND SUBFLOOR
SLIP SHEET
2" X 4" FRT WOOD SLEEPERS, 16"
O.C., STAGGER JOINTS
5/8" FRT PLYWOOD STOP
BLOCKS BETWEEN RESILIENT
PADS TO PREVENT OVER
COMPRESSION
RESILIENT PADS
16" O.C. FIXED TO UNDERSIDE
OF PLYWOOD
CONTINUOUS VAPOR
RETARDER
STEEL ANGLE WALL BASE
(055000)
2"1' - 4"1' - 4"1' - 4"
A-5.57
5
(2) 3/4" FRT T&G PLYWOOD
DEPRESSED CONCRETE SLAB
SLIP SHEET
2" X 4" FRT WOOD SLEEPERS, 16"
O.C., STAGGER JOINTS
5/8" FRT PLYWOOD STOP
BLOCKS BETWEEN RESILIENT
PADS TO PREVENT OVER
COMPRESSION
RESILIENT PADS
16" O.C. FIXED TO UNDERSIDE
OF PLYWOOD
CONTINUOUS VAPOR
RETARDER
STEEL WALL BASE
8"8"8"8"8"8"
PAINTED 1/4" DOUBLE
TEMPERED S2S HARDBOARD
2"
A-5.57
5
TYPICAL
3' - 6"
TYPICAL S-2 COMPOSITE SLABS
BEARING ON STEEL FRAMING AND
CFM BEARING WALLS (SEE
STRUCTURAL DETAILS)
TYPICAL 6" CF, RADIUSED LOAD-
BEARING, KNEE WALL[05 4000];
STUDS 12" O.C. ( MAX.), SEE
DELEGATED DESIGN REQS IN
SPECIFICATION
CONCEALED KNEE WALL CROSS
BRACING [05 4000]
1/4" STEEL PLATE [05_1200]FORMED
TO RADIUS OF WALL (SEE
STRUCTURAL DETAILS)
APPLIED FIREPROOFING: 07_8100
W-02 LAMINATE PANEL: 06_4000
RN-02 RUBBER NOSING :
09_6513
BATT INSULATION PER U419: 09_2900
ONE HOUR RATED ASSEMBLY-UL 419
(1 LAYER 5/8" TYPE X GWB EACH
SIDE: 09_2900)
CONTINUOUS RATED JOINT
SEALANT (EACH SIDE) [07 8443];
UL 419
CONCEALED KNEE WALL CROSS
BRACING : 05_4000
8
RN-02 RUBBER NOSING: 09_6513
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO.ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
3/2/2021 11:44:47 AMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-5.57
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
INTERIOR DETAILS -
AUDITORIUM AND
CAFETORIUM - STAGE
FLOOR DETAILS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
8 3/1/21 ADDENDUM 8
1/4" = 1'-0"4 PERFORMANCE FLOOR ASSEMBLY - SPRUNG FLOOR CONSTRUCTION
1 1/2" = 1'-0"3 TRANSITION BETWEEN PERFORMANCE FLOOR ASSEMBLY & SLAB
3" = 1'-0"
REFERENCING VIEW: 1/ A-5.57
5 DETAIL - PERFORMANCE FLOOR ASSEMBLY WALL BASE
3" = 1'-0"
REFERENCING VIEW: 3/ A-5.57
6
DETAIL - TRANSITION BETWEEN PERFORMANCE FLOOR ASSEMBLY
& SLAB
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-3.32
1 PERFORMANCE FLOOR ASSEMBLY - SECTION
1 1/2" = 1'-0"2 PERFORMANCE FLOOR ASSEMBLY - CROSS SECTION
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-3.11
7 TYP. SECTION DETAIL @ AUDITORIUM RISER
FOLDING PARTITION, PANELS, TRACK AND HANGER RODSFINISHED FLOORCOL6"STEEL BEAM, SEE STRUCTURAL DWGS(2) LAYERS OF 5/8" GWB ON EACH SIDE, TIGHT TO DECKCONTINUOUS ACOUSTICAL BATT INSULATION, TO DECK2-1/2" LGMF STUDS, PROVIDE BRACING AS NEEDEDBRACE TO BEAM AS REQ'DELEV.SEE RCPsSEALANT, TYPTRIM BY OPERABLE PARTITION MANF.UNDERSIDE OF STRUCTURE ABOVENOTE: • REFER TO TYPICAL HEAD DETAILS• EXTEND GWB TIGHT TO ROOF DECK, APPLY ACOUSTICAL INSULATION AND CAULK AT JOINTS, PENETRATIONS AND DECK FLUTES TO INSURE A COMPLETE SEALMTL SLOTTED CH/LGMF HANGER-ROD SWAY BRACING AS REQ'D6"ACOUSTICAL SEALANTACT CEILING SYSTEM, REFER TO RCPPROVIDE SOLID WD BLOCKINGJAMB PROVIDED BY OPERABLE PARTITION MANFOPERABLE PARTITION PANELSTRACK BY OPERABLE PARTITION MANFREFER TO PLAN FOR PARTITION TYPEFIRST FLOOR+28' -2 3/8"MAIN ROOF+54' -10 3/8"N.4B.O. MUSIC WING ROOF+50' -0 3/8"STRUCTURAL STEEL FRAMING (SEESTRUCTURAL DRAWINGS)(051200)RECESSED PROJECTION SCREEN(SEE AV DRAWINGS) (111320)TAPE & SPACKLE JOINTSOVERHEAD TRACK BY OPERABLE PARTITION MFR.A-0.0358" METAL STUD6" METAL STUD FRAMING3 5/8" METAL STUD FRAMINGDO NOT FASTEN GWB TO TRACKFT WOOD BLOCKING15' - 6 3/4"3 5/8" METAL STUD FRAMING(2) LAYERS OF 5/8" GYPSUM WALLBOARD, PAINTEDLGMF ANGLEMINERAL WOOL INSULATION(072100)SOLID WOOD FLOORING (TONGUEAND GROOVE), FIELD APPLIEDSEALED FINISHEDSTRUCTURAL STEEL FRAMING (SEESTRUCTURAL DRAWINGS)(051200)1' - 2"FOLDING PARTITION, PANELS, TRACK AND HANGER RODS BY OPERABLE PARTITON MFR.FINISHED FLOORSTEEL BEAM, SEE STRUCTURAL DWGSPARTITION AS SCHEDULEDELEV.SEE RCPsTRIM BY OPERABLE PARTITION MFR.ACOUSTICAL SEALANT WHERE STRUCTURE PENETRATES PARTITION3' - 0"COLCOLB4N.4B59A-5.51PROVIDE SOLID WD BLOCKING, TYPJAMB PROVIDED BY OPERABLE PARTITION MANFOVERHEAD TRACK BY OPERABLE PARTITION MFROPERABLE PARTITION PANELS: • MODERNFOLD ACOUSTI-SEAL ENCORE, #17 TRACK, OR EQUAL• STC 54• WITH SINGLE MATCHING PASS DOOR1' - 2"3' - 0"1' - 0"4A-5.587A-5.584A-5.58SIM.10"11 1/2"F06BF08BF06BGYPSUM WALL BOARD, PAINTEDGYPSUM WALL BOARD, PAINTEDSURFACE MOUNTED STAINLESSSTEEL CORNER GUARD (SEE MISC.DETAIL)SPRAYED FIRE-RESISTANCEMATERIALS(2) LAYERS OF 5/8" GYPSUM WALLBOARD, PAINTED(2) LAYERS OF 5/8" GYPSUM WALLBOARD, PAINTED(2) LAYERS OF 5/8" GYPSUM WALLBOARD, PAINTED8" METAL STUDFT WOOD BLOCKINGR08B6" METAL STUD FRAMINGFULLY RECESSED FIREEXTINGUISHER CABINET20 Ashburton Place, Floor 8 Boston, MA 02108 T. +1 617 449 4000 F. +1 617 449 4049SCALE:SEALDRAWING TITLE:PROJECT TITLE:PROJECT No:Owner's Project Manager:Civil / Site:Structural:Mechanical / Electrical:Plumbing / Fire Protection:Theater Consultant:DATENO.ISSUEKEY PLANFood Service:Landscape:FF & E:Envelope Consultant:Code Consultant:Acoustical Consultant:Owner:Sustainability Consultant:Elevator Consultant:1 1/2" = 1'-0"1/25/2021 5:04:23 PMC:\REVIT LOCAL\71010_DYIMS_CONSTRUCTION DOCUMENTS_r.higginsYDR3H.rvt71011DENNIS-YARMOUTHINTERMEDIATE /MIDDLE SCHOOLJANUARY 19, 2021A-5.58286 Station AvenueSouth Yarmouth, MA 02664PMA CONSULTANTS35 Braintree Hill Office Park, Suite 300Braintree, MA 02184CDW CONSULTANTS, INC.6 Huron DriveNatick, MA 01760GIRARD & CO10 Waterchase Drive #300Rocky Hill, CT 06067GARCIA, GALUSKA, DeSOUSA, INC.370 Faunce Corner RoadNorth Dartmouth, MA 02747100% CONSTRUCTION DOCUMENTSVAV INTERNATIONAL400 W. Cummings Park Drive #4700Woburn, MA 01801THEATER DESIGN48 Fair Street, Suite C3Cold Spring, NY 10516CRABTREE McGRATH ASSOCIATES161 West Main StreetGeorgetown, MA 01833TRAVERSE LANDSCAPE150 Chestnut Street, 4th FloorProvidence, RI 02903POINT LINE SPACE75 Lowell StreetCarlisle, MA 01741RJ KENNEY ASSOCIATES72 Washington StreetPlainville, MA 02762R.W. SULLIVAN ENGINEERING529 Main Street Suite 203Boston, MA 02129CAVANAUGH TOCCI ASSOCIATES327F Boston Post RoadSudbury, MA 01776OPERABLE PARTITIONDETAILS296 Station AvenueSouth Yarmouth, MA 02664DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICTTHORNTON TOMASETTI386 Fore Street, Suite 401Portland, ME 04101SYSKA HENNESSY GROUP10 Post Office Square, Suite 725Boston, MA 02109A BCD1 1/2" = 1'-0"REFERENCING VIEW: 1/ A-1.22A5FOLDING PARTITION SECTION DETAIL1 1/2" = 1'-0"REFERENCING VIEW: 1/ A-1.12A1FOLDING PARTITION PLAN DETAIL1 1/2" = 1'-0"REFERENCING VIEW: 2/ A-3.117INTERIOR DETAIL SECTION AT CAF. PROSCENIUM OPENING1 1/2" = 1'-0"REFERENCING VIEW: 4/ A-4.284FOLDING PARTITION SECTION DETAIL1 1/2" = 1'-0"REFERENCING VIEW: 1/ A-4.266INTERIOR PLAN DETAIL - CAFETORIUM PROSCENIUM ARCH ANDOPERABLE PARTITION
2 LAYERS SOLID VENEER
GRADE PLYWOOD.
PLYWOOD ENDS TO BE
EXPOSED, SANDED AND
EASED. COLOR TO MATCH
PL-01
22
A-5.60
2' - 2"1 1/2" TYP.11' - 0 1/2" VIF.1 1/2"
11' - 3 1/2"1" TYP.WAINSCOT
GYPSUM BOARD ON
NON-STRUCTURAL METAL
FRAMING, SEE PLAN FOR
WALL TYPES (09_2900.02)1"GYPSUM BOARD ON
NON-STRUCTURAL METAL
FRAMING, SEE PLAN FOR
WALL TYPES (09_2900.02)
2 LAYERS SOLID VENEER
GRADE PLYWOOD.
PLYWOOD ENDS TO BE
EXPOSED, SANDED AND
EASED. COLOR TO
MATCH PL-01
OPEN TO BEYOND 9' - 0"DASHED LINE INDICATES GWB
SURROUND AT C WING NORTH
PORTALS
8
R 2' - 0"2 LAYERS SOLID VENEER
GRADE PLYWOOD. PLYWOOD
ENDS TO BE EXPOSED,
SANDED AND EASED. COLOR
TO MATCH PL-01
9' - 0 3/4"9' - 2"1"1"
8
SOLID SURFACE SSM-09
CABINET BELOW
1' - 11"2 1/4" 1' - 6" 3/4" 3/4" 1' - 6"
3' - 6"1 1/2"2' - 0 1/2"10" DIA SST GROMMET RING
CL CL
WAINSCOT
EQ EQ EQ EQ
3
A-5.60 8
8
FILLER PANEL
SOLID SURFACE SSM-09
6"2' - 1 3/4"1/4"2"2' - 10"6" TOE KICK
PLASTIC LAMINATE W/
PLYWOOD BACKING
PROVIDE 1/2" UNDER
CUT AT DOOR PANELS
1' - 9" 1' - 9"
TRASH CAN BY OTHERS
BLOCKING AS REQUIRED 1 1/4" SOLID SURFACE
COUNTERTOP SSM-09
WITH 2" EDGE
1/2" PLYWOOD
2' - 1"6"2' - 1 3/4"2"3/8" ROUND EDGE
PROFILE
10" DIA SST GROMMET RING, CENTERED IN .
BASIS OF DESIGN MOCKETT TM10B SATIN STAINLESS STEEL
PROVIDE 1/2"
UNDERCUT AT DOOR
PANEL
TILE AS SCHEDULED
FT WOOD BLOCKING
(06_1000.11)
8
OPEN SHELF
UPHOLSTERY
SEAT
4"3/4"3/4"11"3/4"3/4"2"1' - 6"1' - 8"4"7' - 8"6"8' - 0"LIGHT SHELF @
CLASSROOMS WITH
SOUTH FACING
WINDOWS ONLY
13
A-5.60
14
A-5.60
WOOD TOP @
CLASSROOMS WITH
NORTH FACING
WINDOWS ONLY
8' - 6"SOLID VENEER
GRADE PLYWOOD.
PLYWOOD BACK
PANEL SCRIBE TO
WINDOW TRIM;
SHAPE VARIES.
COLOR TO MATCH
PL-01
R
2
" TYP.R 2 1/2"R 7"4' - 9 1/4"3/4"3/4"
2' - 2 3/4"
3/4"3/4"
2' - 2 3/4"
3/4"3/4"
8
8
SOLID VENEER
GRADE PLYWOOD.
PLYWOOD SIDE
PANEL.
COLOR TO MATCH
PL-01
81"1 1/2"1' - 4 3/4"1' - 3 1/4"1 1/2"1' - 3 1/4"1 1/2"1' - 3 1/4"1 1/2"1' - 10 1/2"4"8' - 0" VIF.LIGHT SHELF @
CLASSROOMS WITH
SOUTH FACING
WINDOWS ONLY
OPEN
SHELF
OPEN
SHELF
OPEN
SHELF
OPEN
SHELF
OPEN
SHELF
OPEN
SHELF
SHELF W/
BACK PANEL
SHELF W/
BACK PANEL
WOOD TOP @
CLASSROOMS WITH
NORTH FACING
WINDOWS ONLY
8
8
4' - 9 3/4" 1' - 0"
5' - 9 3/4"1' - 4"1' - 8"3' - 0"UPHOLSTERY SEAT
13
A-5.60
14
A-5.60
EDGE OF LIGHT SHELF
@ NORTH FACING
CLASSROOMS ONLY
2' - 11"1"PL-01 PLASTIC
LAMINATE SHELF 1 1/2"1' - 8 1/4"1 1/2"1' - 4 1/4"1 1/2"1' - 3 1/4"1 1/2"1' - 3 1/4"1 1/2"1' - 3 1/4"2 1/4"2 LAYERS SOLID VENEER
GRADE PLYWOOD. PLYWOOD
ENDS TO BE EXPOSED,
SANDED AND EASED. COLOR
TO MATCH PL-01
LIGHT SHELF @
SOUTH FACING
CLASSROOMS ONLY
WOOD TOP @
NORTH FACING
CLASSROOMS ONLY
FT WOOD BLOCKING (06_1000.11)
LIGHT SHELF (SEE
DETAILS) (12_2613.01)
SOLID VENEER GRADE
PLYWOOD. PLYWOOD ENDS
TO BE EXPOSED, SANDED
AND EASED. COLOR TO
MATCH PL-01
1 1/2"
1' - 3 1/4"
1 1/2"
1' - 3 1/4"
2 1/4"
8
UPHOLSTERY SEAT
CUSHION
OPEN SHELF 2"3/4"3/4"11"3/4"3/4"4"HOLD1' - 8"LIGHT SHELF @ CLASSROOMS
WITH SOUTH FACING WINDOWS
ONLY,
SOLID VENEER GRADE PLYWOOD. PLYWOOD ENDS TO
BE EXPOSED, SANDED AND EASED. COLOR TO MATCH
PL-01 LAMINATE FACE, @ CLASSROOMS WITH NORTH
FACING WINDOWS ONLY
FT WOOD BLOCKING
(06_1000.11)
FT WOOD BLOCKING
(06_1000.11)
LIGHT SHELF (SEE
DETAILS) (12_2613.01)6"1
A-5.20
SOLID VENEER GRADE
PLYWOOD. PLYWOOD ENDS TO
BE EXPOSED, SANDED AND
EASED. COLOR TO MATCH PL-01
8
F
9
A-5.60
1' - 4 1/2"LOCKERS
1' - 10"VARIES.1' - 10"
F03C
SOLID SURFACE
PORTAL SURROUND,
REFER TO FINISH
LEGEND
A-5.60
15
18
A-5.60
?
9
A-5.60
7' - 2"1' - 10"1' - 10"
SOLID SURFACE PORTAL
SURROUND, REFER TO
FINISH LEGEND
LOCKERS
9' - 0"JOINT LINE, TO BE ALIGNED
WITH DOOR FRAME16
A-5.60
18
A-5.60
22
A-5.41
SUSPENDED ACT
w/PERIMETER TRIM
SOLID SURFACE
PORTAL
SURROUND, REFER
TO FINISH LEGEND
1' - 4 1/2"1' - 10"7' - 2"A-5.60
17
A-5.60
18
GYP SOFFIT; PAINT
TO MATCH SOLID
SURFACE PORTAL 1/8"KRION SHEET, AS SPECIFIED
POLYURETHANE PUTTY
GYPSUM BOARD (09_2900)
1/8"1/4"
KRION SHEET,
AS SPECIFIED
GYPSUM BOARD (09_2900)1/8"KRION SHEET, AS SPECIFIED
GWB
POLYURETHANE PUTTY
ACT CEILING TILE, AS SPECIFIED
GYPSUM BOARD (09_2900)1/8"KRION SHEET,
AS SPECIFIED
FINISHED FLOOR,
AS SPECIFIED
GYPSUM BOARD (09_2900)
KRION SHEET, AS SPECIFIED
POLYURETHANE PUTTY
PLYWOOD BACKUP PANELS
WOOD BUILT-IN BENCH, PL-01 (SEE
DETAILS). CONTINUOUS BALTIC
BIRCH VENEER GRADE PLYWOOD
BENCH W/MOVEMENT JOINTS
EVERY 8'-0" O.C. COLOR TO MATCH
PL-01
PLYWOOD BACKUP PANELS
KRION SHEET, AS SPECIFIED
POLYURETHANE PUTTY
2 LAYERS SOLID VENEER
GRADE PLYWOOD.
PLYWOOD ENDS TO BE
EXPOSED, SANDED AND
EASED. COLOR TO MATCH
PL-01
6
A-5.60
2' - 2"1 1/2" TYP.11' - 0 1/2" VIF.1 1/2"
11' - 3 1/2"1" TYP.WAINSCOT
GYPSUM BOARD ON
NON-STRUCTURAL METAL
FRAMING, SEE PLAN FOR
WALL TYPES (09_2900.02)
2 LAYERS SOLID VENEER
GRADE PLYWOOD. PLYWOOD
ENDS TO BE EXPOSED,
SANDED AND EASED. COLOR
TO MATCH PL-01
9' - 0 3/4"9' - 2"1"1"
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
3/1/2021 10:20:58 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-5.60
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
MILLWORK DETAILS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
4 PORTAL DETAIL (C-WING NORTH) - PLAN
3/4" = 1'-0"5 TYPICAL PORTAL DETAIL - ELEVATION
3/4" = 1'-0"
REFERENCING VIEW: 7/ A-4.28
6 TYPICAL PORTAL DETAIL - SECTION
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12A
1 CORRIDOR TRASH/RECYCLE PLAN
3/4" = 1'-0"2 CORRIDOR - TRASH/RECYCLE ELEVATION
3/4" = 1'-0"
REFERENCING VIEW: 8/ A-5.55
3 CORRIDOR - TRASH/RECYCLE SECTION
2 2/12/21 ADDENDUM 2
8 3/1/21 ADDENDUM 8
3/4" = 1'-0"
REFERENCING VIEW: 4/ A-4.54
11
CLASSROOM BENCH/SHELF
TYPE A - ELEVATION
3/4" = 1'-0"12
CLASSROOM BENCH/SHELF
TYPE A - ELEVATION 2
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
10 CLASSROOM BENCH/SHELF TYPE A - PLAN
3/4" = 1'-0"
REFERENCING VIEW: 10/ A-5.60
13
CLASSROOM BENCH/SHELF
TYPE A - SECTION 1
3/4" = 1'-0"
REFERENCING VIEW: 10/ A-5.60
14
CLASSROOM BENCH/SHELF
TYPE A - SECTION 2
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
7 TYPICAL CLASSROOM PORTAL DETAIL - PLAN
3/4" = 1'-0"
REFERENCING VIEW: 13/ A-4.61
8 TYPICAL CLASSROOM PORTAL DETAIL - ELEVATION
3/4" = 1'-0"9
TYPICAL CLASSROOM PORTAL DETAIL -
SECTION
3" = 1'-0"
REFERENCING VIEW: 11/ A-5.52
15 TYP. KRION CORNER
3" = 1'-0"
REFERENCING VIEW: 1/ A-3.44
16
TYP. KRION
EXPANSION JOINTS
3" = 1'-0"
REFERENCING VIEW: 9/ A-5.60
17 TYP. KRION CEILING DETAIL
3" = 1'-0"
REFERENCING VIEW: 1/ A-3.44
18
TYP. KRION
FLOOR DETAIL
3" = 1'-0"
REFERENCING VIEW: 1/ A-3.44
19 TYP. KRION MILLWORK VERTICAL DETAIL
3" = 1'-0"20 TYP. KRION MILLWORK HORIZONTAL DETAIL
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
21 TYPICAL PORTAL DETAIL - PLAN
8
3/4" = 1'-0"
REFERENCING VIEW: 4/ A-5.60
22 PORTAL DETAIL - SECTION
GWB PORTAL SURROUND
8
3' - 7"4' - 3 3/8"7 5/8"2' - 0"SOLID SURFACE SSM-06
3
A-5.61
1" TYP.1" TYP.3/4" TYP.
EDGE DETAIL
SCALE: NTS
SOLID VENEER GRADE PLYWOOD.
PLYWOOD ENDS TO BE EXPOSED, SANDED
AND EASED. COLOR TO MATCH PL-01.
COLOR TO MATCH PL-01
8' - 5 7/8"7"8' - 9"
R 3' - 7 "R 1' - 2"
3' - 5 3/4"
FT WOOD BLOCKING
(06_1000.11)
SOLID SURFACE SSM-06
SOLID VENEER GRADE PLYWOOD. PLYWOOD
ENDS TO BE EXPOSED, SANDED AND EASED.
COLOR TO MATCH PL-01
8
OPEN FOR VISION
CLEARANCE
OPEN 8"1' - 11 1/2"2 1/2"2' - 7 1/2"2' - 10"SOLID SURFACE
SSM-06
COUNTERTOP
SOLID VENEER GRADE PLYWOOD.
PLYWOOD ENDS TO BE EXPOSED,
SANDED AND EASED. COLOR TO
MATCH PL-01
FLIP OPEN COUNTERTOP.
BASIS OF DESIGN; SUGATSUNE
LADH-35HEAVY DUTY LIFT ASSIST
DAMPER
OPENABLE COUNTER, SOLID VENEER GRADE
PLYWOOD. COLOR TO MATCH PL-01
PROVIDE
SUPPORTING
BRACKET
IN-WALL WOOD BLOCKING
(06_1000.09)2"8
8 2 1/2"1' - 11 1/2"8"CHAMPHER EDGE
SSM-06 SOLID SURFACE
10" 4" 10"
SOILD SURFACE
SSM-06 TOP
2' - 10"2' - 0"
1X WOOD BLOCKING
(06_1000.10)
PLYWOOD BACKUP
PANELS (06_1000.08)
7' - 0 1/2"
PLASTIC LAMINATE PL-01 SEAT
(2). LAYERS OF
PLYWOOD W/ PL-01
GWB, SEE FLOORPLAN
FOR DETAIL
PAINTED GWB. WALL
5' - 2"1' - 7 1/8"6
A-5.61
4' - 10 3/4"1 1/2"1' - 0"1 1/2"6' - 9 1/2"1 1/2"1' - 0"1 1/2"4' - 11"1 1/2"
5' - 1 3/4"
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
2 LAYERS SOLID VENEER GRADE PLYWOOD.
PLYWOOD ENDS TO BE EXPOSED, SANDED AND
EASED. COLOR TO MATCH PL-011/2"1/2"81 1/2"6' - 5"1' - 5 1/2"2 LAYERS SOLID
VENEER GRADE
PLYWOOD. PLYWOOD
ENDS TO BE EXPOSED,
SANDED AND EASED.
COLOR TO MATCH PL-01
1 1/2" TYP.6' - 8"R 9 1/2"FT WOOD BLOCKING
(06_1000.11)
CUSTOM PRINTED HIGH
PRESSURE LAMINATE
SUPERGRAPHIC PANEL
(10_1423.03)R 9 1/2"R 9 1/2"8
4
A-5.61
EDGE DETAIL
SCALE: NTS
2 LAYERS SOLID VENEER
GRADE PLYWOOD.
PLYWOOD ENDS TO BE
EXPOSED, SANDED AND
EASED. COLOR TO
MATCH PL-01
METAL STUD
2 LAYERS SOLID VENEER GRADE
PLYWOOD. PLYWOOD ENDS TO
BE EXPOSED, SANDED AND
EASED. COLOR TO MATCH PL-01 6' - 4 1/2"1' - 5 1/2"7' - 10"1/2" LAMINAM TILE,
EDGE TO BE FINISHED
1 1/2"5/8" CEMENT BOARD TILE
BACKER (09_2900.06)
5/8" CEMENT BOARD TILE
BACKER (09_2900.06)
GYPSUM BOARD (09_2900)
FT WOOD BLOCKING
(06_1000.11)
CUSTOM PRINTED HIGH PRESSURE
LAMINATE SUPERGRAPHIC PANEL
(10_1423.03)
8
8
1/2"
8
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
3/4" = 1'-0"3/1/2021 10:21:13 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-5.61
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
MILLWORK DETAILS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
3/4" = 1'-0"
REFERENCING VIEW: 5/ A-3.32
1 AUDITORIUM LOBBY COUNTER PLAN
3/4" = 1'-0"2 AUDITORIUM LOBBY COUNTER ELEV.
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-5.61
3 AUDITORIUM LOBBY COUNTER SECTION
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.10
4 AUDITORIUM LOBBY BENCH
3/4" = 1'-0"5 AUDITORIUM LOBBY BENCH ELEV.
3/4" = 1'-0"
REFERENCING VIEW: 2/ A-4.21
6 AUDITORIUM LOBBY BENCH SECTION
7 AUDITORIUM LOBBY BENCH 3D
8 3/1/21 ADDENDUM 8
2' - 6"ø 1 ' - 0 "3
A-5.62
4
A-5.62 5
A-5.62
2' - 0" 2' - 0" 4' - 7 1/4"
20' - 8 1/2" VIF.1 1/2"1' - 10 1/2"5 1/4"ADA CLEARANCE
8
A-5.62
4 1/4" 1' - 11 1/4" 2' - 9" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 3' - 2 1/4" 4 1/4"
OPEN SHELF FOR TRAY
OPEN SHELF FOR TRAY
4"2' - 4"2"8"2' - 10"SSM-10 BACKSPLASH
FIXED FILLER PANEL
SSM-06
OPEN KNEE SPACE
SINK &
FAUCET
SSM-10 SURROUND
8
TRASH CAN BY
OTHERS
6"2' - 2"2"3/8" ROUND EDGE
PROFILE
12" DIA SST GROMMET RING, CENTERED IN
COUNTERTOP. BASIS OF DESIGN MOCKETT TM12B
SATIN STAINLESS STEEL
SOLID SURFACE BACKSPLASH, SSM-10
SOLID SURFACE COUNTERTOP,
SSM-06
6 1/2"2' - 5 1/4"
1 1/2"2' - 10"SOLID SURFACE CAP, SSM-10
SOLID SURFACE PANEL,
SSM-10
FT WOOD BLOCKING
(06_1000.11)
8
8
8
1/8"3' - 6"11"
SEE 4/A-5.62 FOR
ADDITIONAL
INFORMATION
8
8
1 1/4" SOLID SURFACE
COUNTERTOP WITH 2" EDGE
6"2' - 2"2"3/8" ROUND EDGE
PROFILE
3' - 6"SOLID SURFACE BACKSPLASH, SSM-10
SOLID SURFACE COUNTERTOP,
SSM-06
SOLID SURFACE CAP, SSM-10
SOLID SURFACE PANEL, SSM-10
1X HARDWOOD SILL, EASE
EDGES, FINISH TO MATCH
PL-01 (06_4000.04)FT WOOD BLOCKING
(06_1000.11)
GYPSUM BOARD (09_2900)1' - 6"1' - 4"4 1/2"4 1/2"RECESSED 1-1/2" DIA.
STAINLESS STEEL
PIPE HANDRAIL
(05_7300.11)
8
8
11"
2 1/2" METAL STUD
6" METAL STUD
4x4 STEEL TUBE
8
1/8"SOLID SURFACE
COUNTERTOP WITH 2"
EDGE
3/8" ROUND EDGE
PROFILE, TYP
2' - 10"SOLID SURFACE BACKSPLASH, SSM-10
SOLID SURFACE COUNTERTOP,
SSM-06
SOLID SURFACE CAP, SSM-10
SOLID SURFACE PANEL, SSM-10
2' - 5 1/4"
FT WOOD BLOCKING
(06_1000.11)1X HARDWOOD SILL, EASE
EDGES, FINISH TO MATCH
PL-01 (06_4000.04)
8
8
8
11"3' - 6"1/8"SEE 4/A-5.62 FOR
ADDITIONAL
INFORMATION
8
ø 1 ' - 0 "1 1/2"2' - 0"2' - 0"2' - 0"2' - 9"1 1/2"
9' - 0"EQEQ2' - 0"ADA CLEARANCE
8
A-5.62 1' - 9 5/8" 2' - 0" 2' - 0"
3
A-5.62
OPEN KNEE SPACE
SOLID SURFACE
BACKSPLASH, SSM-06
FIXED FILLER
PANEL
SINK &
FAUCET BY
OTHERS
2' - 0 1/2"8"1 1/2"4"2' - 10"8
SINK & FAUCET FOR
OTHERS
BLOCKING AS NEEDED
3/4" SOLID SURFACE
COUNTERTOP WITH 1
1/2" EDGE
1 1/2"3/8" ROUND EDGE
PROFILE
SOLID SURFACE
BACKSPLASH
SOLID SURFACE
COUNTERTOP SSM-06
2' - 10"4"8
3"
11' - 4 3/4"
3"
11' - 10 3/4"1' - 11"3"2' - 2"HPL SEATING SURFACE
5/8" GYP. BOARDWAINSCOT WOOD
CAP, REFER TO
9/AF-1.20 FOR
DETAIL
ALIGN
LINE OF BASE BELOW
CUSHION UPHOLSTERY 10"EDGE DETAIL
SCALE: NTS
11
A-5.62
SOLID VENEER GRADE
PLYWOOD SEAT ARM & BACK.
COLOR TO MATCH PL-01
8
8
8
LINE OF WOOD WAINSCOT
11"3"4"3' - 2 1/8"1' - 6"HEIGHT MATCH WAINSCOT, VIF.4' - 8 1/8"SOLID VENEER GRADE PLYWOOD.
COLOR TO MATCH PL-01
SEAT CUSHION, FAB-09
WOOD WAINSCOT
8
CUSHION UPHOLSTERY
SEAT FAB-09
11"3"4"3' - 2 1/8"1' - 6"FT WOOD BLOCKING
(06_1000.11)
PLYWOOD BACKUP PANELS
(06_1000.08)
SOLID VENEER GRADE
PLYWOOD. MITERED
CORNERS. COLOR TO MATCH
PL-01
SOLID VENEER GRADE
PLYWOOD. MITERED
CORNERS.
COLOR TO MATCH PL-01
8
FLOOR, SEE FINISH
SCHEDULE
(1)-LAYER OF GWB, SEE
PARTITION TYPES
PROVIDE 2x WOOD BLOCKING
WOOD CAP, SEE DETAIL.
SEE FLOOR PLANS FOR WALL
TYPE.
6" PORCELAIN TILE BASE
2 LAYERS SOLID VENEER
GRADE PLYWOOD.
PLYWOOD ENDS TO BE
EXPOSED, SANDED AND
EASED. COLOR TO MATCH
PL-01
PROVIDE WOOD BLOCKING
AS NEEDED
1/2" TILE BACKER BOARD
8
AF-1.20
9 SIM
FLOOR, SEE FINISH
SCHEDULE
WOOD CAP, SEE DETAIL.
PB-01
SOLID VENEER GRADE
PLYWOOD. PLYWOOD
ENDS TO BE EXPOSED,
SANDED AND EASED.
COLOR TO MATCH PL-01
NOTE:
• REFER TO ELEVATIONS FOR
LOCATIONS
50% OPEN, REFER TO
HVAC DWGS FOR ADD'L
DETAILS1/2" TYP. 1/2" TYP.2"1/4"1"6"1/4"1"8
FLOOR, SEE FINISH
SCHEDULE
WOOD CAP, SEE DETAIL.
PB-01
2 LAYERS SOLID VENEER
GRADE PLYWOOD.
PLYWOOD ENDS TO BE
EXPOSED, SANDED AND
EASED. COLOR TO MATCH
PL-01
NOTE:
• REFER TO ELEVATIONS FOR
LOCATIONS
1/2" TYP. 1/2" TYP.2"1/4"1"6"1/4"1"20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
3/1/2021 10:21:28 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-5.62
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
MILLWORK DETAILS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.26
1 CAFE TRASH COUNTER A - PLAN
3/4" = 1'-0"2 CAFE TRASH COUNTER A - ELEVATION
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-5.62
3 CAFE TRASH COUNTER A - SECTION 1
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-5.62
4 CAFE TRASH COUNTER A - SECTION 2
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-5.62
5 CAFE TRASH COUNTER A - SECTION 3
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.26
6 CAFE TRASH COUNTER C - PLAN
3/4" = 1'-0"7 CAFE TRASH COUNTER C - ELEVATION
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-5.62
8 CAFE TRASH COUNTER C - SECTION
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.26
9 CAFETORIUM BANQUETTE
3/4" = 1'-0"10 CAFE BANQUETTE ELEVATION
3/4" = 1'-0"
REFERENCING VIEW: 9/ A-5.62
11 CAFETORIUM BANQUETTE SECTION
3" = 1'-0"13 WOOD WAINSCOT DETAIL
3" = 1'-0"
REFERENCING VIEW: 7/ A-4.28
14 WAINSCOT DETAIL @ CAFETORIUM HVAC
12 CAFETORIUM BANQUETTE 3D
8 3/1/21 ADDENDUM 8
3" = 1'-0"15 WAINSCOT DETAIL @ CAFETORIUM TYP.
8
8
1' - 6"1' - 6"4' - 0"3
A-5.63
4
A-5.63
1' - 6"1' - 6"1' - 0"1"2' - 6"1' - 6"1' - 6"6"1' - 6"R 2' - 6"R 1' - 11"R 1' - 6"R 2' - 6"R 2' - 5"R 1' - 6"R 2' - 6"R 2' - 6"4' - 0"3' - 0"9' - 0"3' - 0"8' - 9 31/32"5' - 0 109/128"2' - 7 61/256"1"
35' - 5 7/8" VIF.
3
A-5.63
1' - 10 7/8"1 1/8"1' - 0"1' - 0"1' - 0"2' - 0"5' - 0"3/8" GRID OPENING
FOR MECHANICAL
UNITS
4
A-5.63
EDGE DETAIL
SCALE: NTS 1 1/2" TYP.9" TYP.1 1/2" TYP.VENEER GRADE PLYWOOD.
PLYWOOD ENDS TO BE
EXPOSED, SANDED AND EASED.
COLOR TO MATCH PL-01 3/8" TYP
3/8" TYP
8
8 1' - 0"1' - 0"1' - 0"2' - 0"MECHANICAL UNIT, GC TO
COORDINATE WITH
MECHANICAL ENGINEER FOR
SIZE AND SPECIFICATIONS,
MODIFY FRAMING AS NEEDED
FT WOOD BLOCKING
(06_1000.11)
1/2"
1/2"
1/2"
2 LAYERS SOLID VENEER GRADE
PLYWOOD. PLYWOOD ENDS TO BE
EXPOSED, SANDED AND EASED.
COLOR TO MATCH PL-01
8
SOLID VENEER GRADE PLYWOOD.
PLYWOOD ENDS TO BE EXPOSED,
SANDED AND EASED.
COLOR TO MATCH PL-01 1' - 0"1' - 0"1' - 1 1/8"MECHANICAL UNIT, GC TO
COORDINATE WITH
MECHANICAL ENGINEER FOR
SIZE AND SPECIFICATIONS,
MODIFY FRAMING AS NEEDED
VENEER GRADE PLYWOOD.
PLYWOOD ENDS TO BE
EXPOSED, SANDED AND
EASED. COLOR TO MATCH
PL-01
2 LAYERS SOLID VENEER GRADE
PLYWOOD. PLYWOOD ENDS TO
BE EXPOSED, SANDED AND
EASED. COLOR TO MATCH PL-01
1/2"
1/2"
8
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
3/4" = 1'-0"3/1/2021 10:21:46 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-5.63
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
MILLWORK DETAILS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
1 MEDIA CENTER SEATING PLATFORM A - PLAN
3/4" = 1'-0"2 MEDIA CENTER PLATFORM A - ELEVATION
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-5.63
3 MEDIA CENTER PLATFORM - SECTION
5 MEDIA CENTER PLATFORM A - 3D VIEW
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-5.63
4 MEDIA CENTER PLATFORM A - SECTION 2
8 3/1/21 ADDENDUM 8
4
A-5.63
R 2'
- 7"R 3'
-
7"R 11"R
1
0
1/
2
"R 2'
-
0"1"2' - 11 1/8"1' - 0"1"1' - 11"1' - 0"4' - 0 1/8"3' - 0"7' - 1 3/4"1' - 7 1/4"9' - 11 1/4"3' - 7 1/4"14' - 3 3/4"
36' - 7 1/8" VIF.
VENEER GRADE PLYWOOD. PLYWOOD ENDS
TO BE EXPOSED, SANDED AND EASED.
COLOR TO MATCH PL-01
4
A-5.63
1' - 0"1' - 0"1' - 0"1' - 0"2' - 0"2' - 0"4' - 0"GRILL FOR MECHANICAL UNIT
VENEER GRADE PLYWOOD. PLYWOOD ENDS TO BE
EXPOSED, SANDED AND EASED. COLOR TO MATCH PL-01
8
4
A-5.64
3/4"4' - 0"3"3' - 0"3"12' - 0"3"3' - 0"3"8' - 0"3"3' - 0"3"3' - 0"3"3' - 0"3"2' - 0 3/4"4 LAYERS SOLID VENEER
GRADE PLYWOOD. PLYWOOD
ENDS TO BE EXPOSED,
SANDED AND EASED. COLOR
TO MATCH PL-01 UPHOLSTERY CUSHION
SEAT FAB-10
7
A-5.64 8
A-5.64
9
A-5.64
A-5.54
7
1' - 1 1/2"8
8
SPACE FOR BOOKSHELF,
PROVIDED BY OTHERS,
GC TO COORDINATE FOR
DIMENSIONS
SPACE FOR BOOKSHELF,
PROVIDED BY OTHERS,
GC TO COORDINATE FOR
DIMENSIONS
SPACE FOR BOOKSHELF,
PROVIDED BY OTHERS,
GC TO COORDINATE FOR
DIMENSIONS
SPACE FOR BOOKSHELF,
PROVIDED BY OTHERS,
GC TO COORDINATE FOR
DIMENSIONS
SPACE FOR BOOKSHELF,
PROVIDED BY OTHERS,
GC TO COORDINATE FOR
DIMENSIONS3" TYP.6' - 0"6' - 3"1' - 9"2"1' - 4"1' - 6"R 3 1/2"R
6"
UPHOLSTERY
CUSHION FAB-10
3/8" GRID OPENING FOR MECHANICAL UNITS, TYP
7
A-5.54
3" TYP.
8
88
SOLID VENEER GRADE
PLYWOOD. COLOR TO
MATCH PL-01
4 LAYERS SOLID VENEER GRADE PLYWOOD. PLYWOOD ENDS TO BE
EXPOSED, SANDED AND EASED. COLOR TO MATCH PL-01
8
6
A-5.64
3/4"8' - 0"3" 3' - 0" 3" 4' - 0" 3" 3' - 0" 3"8' - 0"3" 3' - 0" 3"
7
A-5.64
8
A-5.64
9
A-5.64
SEAT UPHOLSTERYSEAT UPHOLSTERYSEAT UPHOLSTERY 4 LAYERS SOLID VENEER GRADE
PLYWOOD. PLYWOOD ENDS TO BE
EXPOSED, SANDED AND EASED. COLOR
TO MATCH PL-01
8 8 8
SPACE FOR BOOKSHELF,
PROVIDED BY OTHERS,
GC TO COORDINATE FOR
DIMENSIONS
SPACE FOR BOOKSHELF,
PROVIDED BY OTHERS,
GC TO COORDINATE FOR
DIMENSIONS
SPACE FOR BOOKSHELF,
PROVIDED BY OTHERS,
GC TO COORDINATE FOR
DIMENSIONS
3/8" GRID OPENING
FOR MECHANICAL
UNITS, TYP
SEAT UPHOLSTERY FAB-10 3" TYP.3" TYP.3" TYP.
8
8
8
1' - 4"SOLID VENEER GRADE PLYWOOD.
COLOR TO MATCH PL-01 3"6' - 0"6' - 3"SPACE FOR BOOKSHELF,
PROVIDED BY OTHERS,
GC TO COORDINATE FOR
DIMENSIONS
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
4 LAYERS SOLID VENEER GRADE
PLYWOOD. PLYWOOD ENDS TO BE
EXPOSED, SANDED AND EASED.
COLOR TO MATCH PL-01
8
UPHOLSTERY CUSHION
SEAT FAB-10 1' - 2 1/2"1 1/2"2"2 LAYERS SOLID VENEER
GRADE PLYWOOD.
PLYWOOD ENDS TO BE
EXPOSED, SANDED AND
EASED. COLOR TO MATCH
PL-01
MECHANICAL UNIT, GC TO
COORDINATE WITH
MECHANICAL ENGINEER FOR
SIZE AND SPECIFICATIONS,
MODIFY FRAMING AS NEEDED
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
FT WOOD BLOCKING
(06_1000.11)
PLYWOOD BACKUP PANELS
(06_1000.08)
1/2"
8
2 LAYERS SOLID VENEER GRADE
PLYWOOD. PLYWOOD ENDS TO BE
EXPOSED, SANDED AND EASED.
COLOR TO MATCH PL-01
SOLID VENEER GRADE
PLYWOOD. COLOR TO
MATCH PL-01
MECHANICAL UNIT, GC TO
COORDINATE WITH
MECHANICAL ENGINEER FOR
SIZE AND SPECIFICATIONS,
MODIFY FRAMING AS NEEDED
7
A-5.54
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
FT WOOD BLOCKING
(06_1000.11)1 1/2"1' - 7 1/2"1/2"
8
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
3/4" = 1'-0"3/1/2021 10:22:13 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-5.64
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
MILLWORK DETAILS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
1 MEDIA CENTER PLATFORM B - PLAN
3/4" = 1'-0"2 MEDIA CENTER PLATFORM B - ELEVATION
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
3 MEDIA CENTER WINDOW MILLWORK - PLAN
3/4" = 1'-0"
REFERENCING VIEW: 3/ A-5.64
4 MEDIA CENTER WINDOW MILLWORK A - ELEVATION
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
5 MEDIA CENTER WINDOW MILLWORK B - PLAN
3/4" = 1'-0"
REFERENCING VIEW: 5/ A-5.64
6 MEDIA CENTER WINDOW MILLWORK B - ELEVATION
3/4" = 1'-0"
REFERENCING VIEW: 3/ A-5.64
7
MEDIA CENTER WINDOW
MILLWORK - SECTION 1
3/4" = 1'-0"
REFERENCING VIEW: 3/ A-5.64
8
MEDIA CENTER WINDOW
MILLWORK - SECTION 2
3/4" = 1'-0"
REFERENCING VIEW: 3/ A-5.64
9
MEDIA CENTER WINDOW
MILLWORK - SECTION 3
8 3/1/21 ADDENDUM 8
1 1/2" 2' - 0 1/2" 1' - 0 1/2" 1 1/2"1' - 6"3' - 4"
3
A-5.65
4
A-5.65
2 LAYERS VENEER GRADE
PLYWOOD. PLYWOOD ENDS TO
BE EXPOSED, SANDED AND
EASED. COLOR TO MATCH PL-01
81' - 2 1/2"1 1/2"11 1/2"1 1/2"3' - 8 1/2"1 1/2"1' - 4"2' - 5"6' - 3"SEAT / TABLETOP
2 LAYERS SOLID VENEER
GRADE PLYWOOD.
PLYWOOD ENDS TO BE
EXPOSED, SANDED AND
EASED. COLOR TO
MATCH PL-01
CUSTOM PRINTED HIGH
PRESSURE LAMINATE
SUPERGRAPHIC PANEL
(10_1423.03)
8
R
1' -
0
"1' - 2 1/2"1 1/2"4' - 9 1/2"1 1/2"1' - 4"4' - 11"6' - 3"GYPSUM WALL BOARD,
PAINTED (09_2900.01)
CUSTOM PRINTED HIGH
PRESSURE LAMINATE
SUPERGRAPHIC PANEL
(10_1423.03)
2 LAYERS SOLID VENEER
GRADE PLYWOOD. PLYWOOD
ENDS TO BE EXPOSED,
SANDED AND EASED. COLOR
TO MATCH PL-01
1/2"
2 LAYERS SOLID VENEER
GRADE PLYWOOD. PLYWOOD
ENDS TO BE EXPOSED,
SANDED AND EASED. COLOR
TO MATCH PL-01 2' - 3 1/2"1 1/2"3' - 8 1/2"1 1/2"2' - 5"CUSTOM PRINTED HIGH
PRESSURE LAMINATE
SUPERGRAPHIC PANEL
(10_1423.03)6' - 3"8
0"
1 1/2"7' - 8"1 1/2"
7' - 8"
7' - 11"1' - 6"1' - 6"UPHOLSTERY SEAT FAB-09
2 LAYERS SOLID VENEER GRADE
PLYWOOD. PLYWOOD ENDS TO BE
EXPOSED, SANDED AND EASED.
COLOR TO MATCH PL-01
7
A-5.65
8
1/2"2 LAYERS SOLID VENEER
GRADE PLYWOOD.
PLYWOOD ENDS TO BE
EXPOSED, SANDED AND
EASED. COLOR TO
MATCH PL-01
UPHOLSTERY SEAT FAB-11
CUSTOM PRINTED HIGH
PRESSURE LAMINATE
SUPERGRAPHIC PANEL
(10_1423.03)
R 1' - 0"R 1' - 0"1' - 2 1/2"1 1/2"4' - 9 1/2"1 1/2"1 1/2"1 1/2"6' - 3"8
2 LAYERS SOLID VENEER GRADE
PLYWOOD. PLYWOOD ENDS TO BE
EXPOSED, SANDED AND EASED.
COLOR TO MATCH PL-01
UPHOLSTERY SEAT FAB-11
1' - 2 1/2"1 1/2"2"4' - 7 1/2"1 1/2"1' - 6"GYPSUM WALL BOARD,
PAINTED (09_2900.01)
CUSTOM PRINTED HIGH
PRESSURE LAMINATE
SUPERGRAPHIC PANEL
(10_1423.03)
8
6' - 3"1/2"
1 1/2"VARIES, VIF.1 1/2"1' - 6"2 LAYERS SOLID VENEER GRADE
PLYWOOD. PLYWOOD ENDS TO BE
EXPOSED, SANDED AND EASED.
COLOR TO MATCH PL-01
8
8
1/2"8' - 0"1 1/2"R 2' - 0"OPEN TO BEYOND
2 LAYERS SOLID VENEER
GRADE PLYWOOD.
PLYWOOD ENDS TO BE
EXPOSED, SANDED AND
EASED. COLOR TO MATCH
PL-01 8' - 1 1/2"1 1/2" TYP.
8
7' - 6"7' - 6"2 LAYERS SOLID VENEER GRADE
PLYWOOD. PLYWOOD ENDS TO BE
EXPOSED, SANDED AND EASED.
COLOR TO MATCH PL-01
13
A-5.65
S/S GROMMET 2' - 6"8
2 LAYERS SOLID VENEER
GRADE PLYWOOD. PLYWOOD
ENDS TO BE EXPOSED,
SANDED AND EASED. COLOR
TO MATCH PL-01 4"1/4"1' - 10 1/4"3/4" TYP.2" TYP.3/4" TYP.2' - 6"1/4" REVEAL
REVEAL TO BE FINISHED
4"1/4"1' - 10 1/4"3 1/2" TYP.2' - 6"1 1/2" TYP.FT WOOD BLOCKING
(06_1000.11)
1/4" REVEAL
2 LAYERS SOLID VENEER GRADE
PLYWOOD. PLYWOOD ENDS TO BE
EXPOSED, SANDED AND EASED.
COLOR TO MATCH PL-01
8
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
3/4" = 1'-0"3/1/2021 10:22:27 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-5.65
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
MILLWORK DETAILS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
1
MEDIA CENTER SEATING
POD B - PLAN
3/4" = 1'-0"2
MEDIA CENTER SEATING
POD B - ELEVATION
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-5.65
3
MEDIA CENTER SEATING
POD B - SECTION 1
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-5.65
4
MEDIA CENTER SEATING
POD B - SECTION 2
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
5
MEDIA CENTER SEATING
POD C - PLAN
3/4" = 1'-0"6
MEDIA CENTER SEATING
POD C - ELEVATION
3/4" = 1'-0"
REFERENCING VIEW: 5/ A-5.65
7
MEDIA CENTER SEATING
POD C - SECTION
8 MEDIA CENTER SEATING POD - 3D VIEW
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
9 MEDIA CENTER PORTAL - PLAN
3/4" = 1'-0"10 MEDIA CENTER PORTAL - ELEVATION
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
11 MEDIA CENTER RECEPTION - PLAN
3/4" = 1'-0"12 MEDIA CENTER RECEPTION - ELEVATION
3/4" = 1'-0"
REFERENCING VIEW: 11/ A-5.65
13 MEDIA CENTER RECEPTION - SECTION
8 3/1/21 ADDENDUM 8
8
PANEL DETAIL
SCALE: NTS
HIGH-PRESSURED LAMINATE PANEL,
SEE FINISH LEGEND
SEALANT, AS MANUFACTURER'S
RECOMMENDATION
5/8" GWB
9' - 3"1' - 11 1/8"3"8' - 9"3"5
A-5.66
3
A-3.44
3' - 2 1/8"7"11"1' - 6"4' - 8 1/8"5
A-5.66
SOLID VENEER GRADE
PLYWOOD. MITERED CORNERS.
COLOR TO MATCH PL-01
FT WOOD BLOCKING
(06_1000.11)3' - 2 1/8"7"11"GYPSUM WALL BOARD,
PAINTED (09_2900.01)1' - 6"4' - 8 1/8"8
PLYWOOD BACKUP PANELS
(06_1000.08)
HIGH-PRESSURE LAMINATE WALL
PANEL, SEE FINISH LEGEND
(06_4000.10)
PANEL DETAIL
SCALE: NTS
HIGH-PRESSURED LAMINATE PANEL, SEE FINISH
LEGEND
SEALANT, AS MANUFACTURER'S
RECOMMENDATION
5/8" GWB
PLYWOOD BACKUP
PANELS (06_1000.08)
PLYWOOD BACKUP
PANELS (06_1000.08)
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
3/1/2021 10:22:45 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-5.66
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
MILLWORK DETAILS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
8 3/1/21 ADDENDUM 8
1 1/2" = 1'-0"
REFERENCING VIEW: 4/ A-4.28
1 HIGH-PRESSURE LAMINATE WALL PANEL DETAIL
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
3 BENCH @ C WING CORRIDOR
3/4" = 1'-0"
REFERENCING VIEW: 2/ A-3.43
4
BENCH @ C WING
CORRIDOR ELEV.
3/4" = 1'-0"
REFERENCING VIEW: 8/ A-4.61
5 BENCH @ C WING CORRIDOR SECTION
1 1/2" = 1'-0"
REFERENCING VIEW: 5/ A-5.67
2
HIGH-PRESSURE LAMINATE
WALL PANEL @ RECEPTION
LOCATION: CAFETORIUM & AUDITORIUMLOCATION: ATRIUM RECEPTION
ADJUSTABLE
GLASS SHELF;
BASIS OF DESIGN
HAFELE SHELF
SUPPORT ITEM NO.
282.84.721
2" 2' - 10" 2" 2' - 10" 2"
6' - 2"ALIGNALIGNALIGNALIGNALIGNALIGN16
A-5.67
15
A-5.673 LAYERS SOLID VENEER GRADE
PLYWOOD. PLYWOOD ENDS TO BE
EXPOSED, SANDED AND EASED.
COLOR TO MATCH PL-01
8 1' - 6"2"EQ.3/8"EQ.3/8"EQ.3/8"EQ.3/8"EQ.2"8' - 2"15
A-5.67
3 LAYERS SOLID VENEER
GRADE PLYWOOD. PLYWOOD
ENDS TO BE EXPOSED, SANDED
AND EASED. COLOR TO MATCH
PL-01
ADJUSTABLE GLASS
SHELF; BASIS OF DESIGN
HAFELE SHELF SUPPORT
ITEM NO. 282.84.721
ALIGN
ALIGN
8
1' - 4"15' - 7 1/2"6' - 5 45/256"
23' - 4 173/256"R
4
"R
6
"R 3"R 8 "1' - 2 1/4"7 3/4"1' - 11 1/8"12
A-5.67
13
A-5.67
13
A-6.04
A-6.04
141' - 4"8"WINDOW BEYOND
2 LAYERS SOLID VENEER
GRADE PLYWOOD.
PLYWOOD ENDS TO BE
EXPOSED, SANDED AND
EASED. COLOR TO
MATCH PL-01
13
A-5.67
1' - 2 1/2"1 1/2"6 1/2"1 1/2"2 LAYERS SOLID VENEER
GRADE PLYWOOD.
PLYWOOD ENDS TO BE
EXPOSED, SANDED AND
EASED. COLOR TO
MATCH PL-01
1' - 2 1/2"1 1/2"6 1/2"1 1/2"2' - 0"FT WOOD BLOCKING
(06_1000.11)
1/4"
1/4"
SOLID VENEER GRADE
PLYWOOD. COLOR TO
MATCH PL-01
8
SSM-11 SOLID SURFACE
2 LAYERS SOLID VENEER GRADE
PLYWOOD. PLYWOOD ENDS TO BE
EXPOSED, SANDED AND EASED.
COLOR TO MATCH PL-01
SSM-10 SOLID SURFACE
R 8"R 6"2"3 1/4"1' - 2 3/4"1' - 6 1/8"1 1/2"2"1' - 2 1/2"1' - 6"3' - 2 1/8"MATCH WAINSCOT HEIGHT4' - 8 1/8"FT WOOD BLOCKING
(06_1000.11)
SOLID VENEER GRADE PLYWOOD.
COLOR TO MATCH PL-01
WOOD CAP FROM WAINSCOT
8
7' - 1"1 1/2"2"2' - 2"7' - 4 1/2"3
A-5.67
ALIGN
2 LAYERS SOLID VENEER
GRADE PLYWOOD. PLYWOOD
ENDS TO BE EXPOSED,
SANDED AND EASED. COLOR
TO MATCH PL-01
SOLID SURFACE SSM-10
8
SOLID SURFACE
SSM-11
PROVIDE BLOCKING
AS NEEDED
2 LAYERS SOLID VENEER
GRADE PLYWOOD. PLYWOOD
ENDS TO BE EXPOSED,
SANDED AND EASED. COLOR
TO MATCH PL-01
1 1/2"2"1' - 2 1/2"MATCH WAINSCOT HEIGHT4' - 6"1' - 6"R 4 "R 8"SOLID VENEER GRADE
PLYWOOD. COLOR TO MATCH
PL-01
WOOD CAP FROM WAINSCOT
1 1/4" SOLID
SURFACE SSM-08
2' - 4"2"6"3' - 0"3' - 6"SOLID VENEER GRADE
PLYWOOD. COLOR TO
MATCH PL-01
SPACE
FOR FF&E
PLYWOOD BACKUP
PANELS (06_1000.08)
FT WOOD BLOCKING
(06_1000.11)
SOLID SURFACE
SSM-10
SOLID SURFACE SSM-10
4"2' - 0"VARIES.VARIES3' - 6"SOLID VENEER GRADE
PLYWOOD. COLOR TO
MATCH PL-01
4"
LINE OF SOLID SURFACE
COUNTER BEYOND
FT WOOD BLOCKING
(06_1000.11)
1X HARDWOOD SILL, EASE
EDGES, FINISH TO MATCH
PL-01 (06_4000.04)
1 1/4" SOLID SURFACE
SSM-08
8
SOLID SURFACE SSM-10
OPEN KNEE
SPACE
OPEN KNEE
SPACE 8"2"1' - 1 5/8"3/4"1' - 1 5/8"4"2' - 10"7"2' - 3"2' - 10"3' - 6"OPEN SHELF
OPEN SHELFOPEN SHELF
OPEN SHELFSOLID VENEER GRADE PLYWOOD.
COLOR TO MATCH PL-01
SSM-08
8
12' - 11 1/4"3' - 6"16' - 5 1/4"3' - 6"7' - 0"
10' - 6"
R 3' - 9"R 6"1' - 2 3/4"2' - 3 1/4"3' - 0"5' - 0"5' - 0"1' - 9"
3' - 0"1' - 9"6
A-5.67
7
A-5.67
10' - 10 1/2"1' - 4"8
A-5.67
10
A-5.67
9
A-5.67
DESK GROMMET
SOLID SURFACE
DESKTOP, SSM-10
FLUSH WOOD DOOR
(08_1416)
HIGH-PRESSURE
LAMINATE WALL PANEL,
SEE FINISH LEGEND
(06_4000.10)
2
A-5.66
SOLID SURFACE
DESKTOP, SSM-08
86"3' - 0"4' - 0"1' - 6"3' - 6"2' - 3" HOLD7"2' - 10" HOLDR 2'
-
3"SOLID SURFACE
SSM-10
SOLID VENEER
GRADE PLYWOOD.
PLYWOOD. COLOR
TO MATCH PL-01.
FRONT & BASE
W-02 PLASTIC LAMINATE
PANEL, REFER TO
ELEVATIONS FOR
LOCATION & DIMENSIONS
CEILING SOFFIT WITH
PL-01 PLASTIC
LAMINATE
R 10"R 10"R 2'
-
3"
81' - 6"4' - 8"7"1' - 9"6"3' - 0"6"2' - 10"3' - 6"2
A-5.66
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
3/4" = 1'-0"3/1/2021 10:23:16 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-5.67
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
MILLWORK DETAILS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.41
14 WINDOW DISPLAY CASE - PLAN
3/4" = 1'-0"
REFERENCING VIEW: 6/ A-4.53
16 WINDOW DISPLAY CASE - ELEVATION
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.29
15 WINDOW DISPLAY CASE - SECTION
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.44
11 SECOND FL WINDOW BENCH - PLAN
3/4" = 1'-0"
REFERENCING VIEW: 11/ A-5.67
12 SECOND FL WINDOW BENCH - ELEVATION
3/4" = 1'-0"
REFERENCING VIEW: 11/ A-5.67
13 SECOND FL WINDOW BENCH - SECTION 1
8 3/1/21 ADDENDUM 8
4 ADMIN BENCH 3D VIEW
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-5.67
3 ADMIN BENCH SECTION
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.41
1 ADMIN. BENCH
3/4" = 1'-0"2 ADMIN BENCH ELEVATION
3/4" = 1'-0"
REFERENCING VIEW: 5/ A-5.67
10 RECEPTION DESK - SECTION 2
3/4" = 1'-0"
REFERENCING VIEW: 5/ A-5.67
9 RECEPTION DESK - SECTION 1
3/4" = 1'-0"
REFERENCING VIEW: 5/ A-5.67
8 RECEPTION DESK - BACK ELEVATION
3/4" = 1'-0"
REFERENCING VIEW: 1/ A-4.41
5 ADMIN. RECEPTION DESK
3/4" = 1'-0"
REFERENCING VIEW: 5/ A-5.67
6 ADMIN. RECEPTION DESK ELEVATION
3/4" = 1'-0"
REFERENCING VIEW: 14/ A-5.53
7 ADMIN RECEPTION DESK SIDE ELEVATION
1' - 3 5/8"7 5/8"PRECAST
1/4" DEEP X 1/4" WIDE ENGRAVED
LETTERS INVERTED " V" ROUTED NOTE:
DATE & FONT TO BE COORDINATED WITH
OWNER PRIOR TO MANUFACTURING
20203/4"3/4"3/4"3/4"1' - 4"1' - 7" AFF MAXEQ EQ
1' - 4"2X BUTCHER BLOCK BENCH
GROUT SOLID
POST INSTALL #4 REBAR @
32" O.C., 2 1/2" EMBED.
NOTE:
CONCEAL/PLUG ALL FASTENERS WITH
WOOD DOWELS TO MATCH
SEE FINISH SCHEDULE FOR
FLOORING AND WALL BASE
CMU BLOCK
1' - 6"2' - 0"CMU WALL, SEE PLAN FOR
TYPE (04_2000.51)
2X BUTCHER
BLOCK BENCH
MANUFACTURED
ANGLE SUPPORT
SEE FINISH SCHEDULE FOR
FLOORING AND WALL BASE
GROUT SOLID
NOTE:
PROVIDE SHOP DRAWINGS OF BENCH FOR
APPROVAL BY ARCHITECT. BENCH TO SUPPORT
250 LB. MINIMUM LOAD.
1' - 6"
VOLLEYBALL NET FLOOR
INSERT - STEEL PIPE SLEEVE
NON-SHIRNK
GROUT FILL2' - 0"5" MIN.
CONCRETE SLAB - REF.
STRUCTURAL DRAWINGS
WOOD FLOOR AS SCHEDULED
REMOVABLE COVER PLATE
ADVISE
FINISHED FLOOR TO BOTTOM OF SUPPORT ADVISECRADLE CARRIER ASSEMBLY
5" Ø DRIVE PIPE
DRIVE PIPELINE CENTER
2 1/2"CURTAIN HEIGHT T.B.D.6 1/2"2" ±F.F. ELEV
FINISHED FLOOR
1 5/8" Ø STEEL PIPE
BOTTOM BATTEN
Z -BRACKET W/ FLANGE
CLAMPS ADVISE FLANGECURTAIN
RB-03 TYP
CMU BASE
SEE PLAN FOR WALL TYPE
CONTINUOUS 1X WD BLKG, TYP
METAL LOCKER, COORDINATE
WITH MANUFACTURER
CONT. SLOPING METAL TYP,
U.N.O. SEE LOCKER TYPES
METAL FILLER TYP
SEE LOCKER TYPES
1"
2"6"CONC SLAB, SEE
STRUCT DWGS
CONT. EXPANSION
SLOT AROUND
PERIMETER
GYM SAFETY PADDING - SEE INTERIOR ELEVATIONS
VENTED BASE
1/2"4"WOOD ATHLETIC FLOOR SYSTEM (SEE SPEC)
COORDINATE SLAB DEPRESSION w/ WOOD
FLOOR MANUFACTURER REQUIREMENTS
1 1/2"
PC-01
PC-01B
PC-02
PC-05
PC-05B
PC-03
PC-04
9 5/8"
1/2" 1/4"2 1/4" 2 3/4"
6 5/8" 3"
1/2" 1/4"1/4"3/4" 3 5/8"3/4"1' - 9 1/4"PC-011' - 10"PC-01B6 5/8"2' - 1 5/8" 2 5/8"
2 5/8" 3 1/2"
2 1/8"3 3/4"PC-05B2' - 4 1/4"PC-052' - 2 1/8"1"
FACE OF BRICK
FACE OF BRICK
4 3/8"1"
1"1/4"4" 7/8"
3 1/8" 3 1/2"
1/2" 1/4"1/4"VERIFY BRICK SHELF
DEPTH IN FIELD PRIOR
TO FABRICATION AND
COORDINATE PRECAST
HEIGHT
VERIFY BRICK SHELF
DEPTH IN FIELD PRIOR
TO FABRICATION AND
COORDINATE PRECAST
HEIGHT
TYPICAL PRECAST
WINDOW SILL
TYPICAL PRECAST
BASE
PRECAST BASE/SILL
@CURTAINWALL
TYPICAL PRECAST
WINDOW HEAD
TYPICAL PRECAST
COPING
4"
SHOULDERS AT ENDS 7/8"4"3 1/8"8 3/8"
FACE OF BRICK
PRECAST COPING
@CURTAINWALL
PC-04B
3/8"7 5/8"1 1/4"
1/2"6 7/8"PC-01C TYPICAL PRECAST
BASE @VESTIBULES
PC-01 PRECAST BASE
PC-01B PRECAST BASE
PC-01C PRECAST BASE
PC-02 PRECAST SILL
PC-03 PRECAST HEADER
PC-04 PRECAST COPING
PC-04B PRECAST COPING/HEAD
PC-05 PRECAST BASE
PC-05B PRECAST BASE
PRECAST LEGEND
2" L TRIM MOLDING AROUND PERIMETER.
BASIS OF DESIGN; FRY REGLET DRML-200,
CLEAR ANODIZED FINISH
TACKBOARD, SEE FINISH LEGEND FOR
ADDITIONAL INFORMATION
WAINSCOT BEYOND
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
3/1/2021 10:23:28 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-5.70
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
MISC DETAILS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
3" = 1'-0"5 DATE STONE DETAIL
1 1/2" = 1'-0"
REFERENCING VIEW: 14/ A-4.12
7 LOCKER ROOM BENCH DETAIL (TYP)
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-4.12
6 LOCKER ROOM BENCH DETAIL
1 1/2" = 1'-0"
REFERENCING VIEW: 3/ A-4.48
9 VOLLEYBALL SLEEVE INSERT DETAIL
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-1.12A
11 ROLL-DOWN DIVIDER CURTAIN DETAIL (GYM)
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-5.55
8 LOCKER DETAIL (STUDENT)
3 2/18/21 ADDENDUM 3
8 3/1/21 ADDENDUM 8
3" = 1'-0"
REFERENCING VIEW: 6/ A-3.25
12 VENTED WALL BASE AT WOOD ATHLETIC FLOOR
1 1/2" = 1'-0"1 PRECAST LEGEND DETAIL
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-4.41
2 DETAIL @ RECESSED TACKBOARD
8
IN-WALL BOTTLE
FILLER (SENSOR
OPERATED)3' - 8" AFF ADAFLUSH
VALVE
3' - 0"MOP SINK
BASIN
TOP OF SHELF6' - 0"4' - 0"SANITARY NAPKIN
DISPENSER 4' - 0"BABY CHANGING
STATION-
RECESSED
TYPICAL MOUNTING HEIGHTS (ADA/MAAB)1' - 5"3' - 8" AFF ADAFLUSH VALVE
TOILET PAPER DISPENSERS
PROVIDED BY OWNER
2' - 3"1' - 3"ACCESSIBLE - 4TH & 5TH GRADES
ACCESSIBLE - UNIVERSAL
(STAFF, PUBLIC, AND 6TH/7TH GRADES)3' - 0"1' - 4 5/8"1' - 5"3" MIN.
1' - 0 7/8"
6"
1' - 0"3' - 0"PAPER TOWEL DISPENSER
3' - 2"2' - 10"3' - 3 1/2"T.O. SINK2' - 6" AFFMIRROR2' - 7" AFFPAPER TOWEL DISPENSER
4' - 0"3' - 6" AFF1' - 4 5/8"
TOWEL WITHIN REACH RANGE
TOWEL WITHIN REACH RANGE2' - 10" AFFTA-7.1TA-5.2 TA-5.2TA-7.1
TA-5.2 TA-5.1
TOILET PAPER DISPENSERS
PROVIDED BY OWNER
TA-9.1
4' - 6" MAXCOAT HOOK
TA-8.12' - 4"TA-1.1 TA-2.1 TA-3.1
6' - 3"SHOWER
CURTAIN
TA-12
TA-13
SHOWER STALL - TRANSFER TYPE 2' - 6"3' - 6"3' - 0"MAX.1' - 7"TA-10.1
TA-5.3
1/2" MAX. LIP
TA-1.1 TA-2.1 TA-3.1
4TH & 5TH GRADE LAVATORY (REF. PLUMBING DWGS)
TA-5.4
3' - 5"TA-5.5
SIDE FRONT
TA-6.1 TA-11
TOWEL WITHIN REACH RANGE
SHOWER STALL - ROLL-IN
1/2" MAX. LIP1' - 6"2' - 10 5/8"8
LOCKER TYPES
TYPE 1
TYPICAL STUDENT LOCKER
12" W x 15" D x 72" H
(2 TIER)
STUDENT LOCKER
12" W x 15" D x 72" H
(2 TIER, ACCESSIBLE)
GYM LOCKER
15" W x 15" D x 60" H
(3 TIER)
GYM LOCKER
15" W x 15" D x 60" H
(3 TIER, ACCESSIBLE)
NOTE: SEE AF- SERIES FINISH PLANS FOR LOCKER ACCENT COLOR LOCATIONS.
CUSTODIAN LOCKER
12" W x 12" D x 60" H
(1 TIER)
CUSTODIAN LOCKER
12" W x 12" D x 60" H
(1 TIER, ACCESSIBLE)
KITCHEN STAFF LOCKER
12" W x 12" D x 72" H
(2 TIER)
KITCHEN STAFF LOCKER
12" W x 12" D x 72" H
(2 TIER, ACCESSIBLE)
SLOPED TOP
SHELF
6"6' - 0"2' - 0 1/4"2' - 11 1/2"TYPE 1A TYPE 3 TYPE 3A TYPE 4 TYPE 4A TYPE 5 TYPE 5A6"6' - 0"4"6' - 0"4"6' - 0"4"5' - 0"4"5' - 0"4"5' - 0"4"5' - 0"SLOPED TOP SLOPED TOP SLOPED TOP
SLOPED TOP SLOPED TOP SLOPED TOP SLOPED TOP
9"9"9"8"1' - 10 1/4"2' - 11 1/2"4' - 0"SHELF SHELF SHELF
EQEQEQ2' - 9"20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO.ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/4" = 1'-0"3/2/2021 11:47:48 AMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-5.80
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
MISC SCHEDULES &
LEGENDS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
TOILET ACCESSORY SCHEDULE
TAG DESCRIPTION MFR MODEL COMMENTS
TA-1.1
TA-1.1 ADA MIRROR BOBRICK B-1658 1830 REFER TO LEGEND FOR TYPICAL MOUNTING HEIGHTS
TA-1.2 MIRROR BOBRICK B-165 1830 REFER TO LEGEND FOR TYPICAL MOUNTING HEIGHTS
TA-2.1 LIQUID-SOAP DISPENSER TBD TBD PROVIDED BY OWNER
TA-3.1 ROLL PAPER TOWEL DISPENSER TBD TBD PROVIDED BY OWNER
TA-4.1 TOILET TISSUE DISPENSER TBD TBD PROVIDED BY OWNER
TA-5.1 GRAB BAR (36")BOBRICK B-6806.99 x 36 REFER TO LEGEND FOR TYPICAL MOUNTING HEIGHTS
TA-5.2 GRAB BAR (42")BOBRICK B-6806.99 x 42 REFER TO LEGEND FOR TYPICAL MOUNTING HEIGHTS
TA-5.3 2-WALL SHOWER GRAB BAR BOBRICK B-68616.99 - 30"x30" 36" A.F.F. TO TOP OF BAR
TA-5.4 18" GRAB BAR BOBRICK B-6806.99 x 18 MOUNT VERTICALLY. 39" A.F.F. TO BOTTOM OF BAR
TA-5.5 2-WALL SHOWER GRAB BAR BOBRICK B-68616.99 - 24"x42" 36" A.F.F. TO TOP OF BAR
TA-6.1 RECESSED NAPKIN/TAMPON VENDOR BOBRICK B-370634C
TA-7.1 SANITARY NAPKIN DISPOSAL UNIT BOBRICK B-270
TA-8.1 UTILITY SHELF WITH MOP/BROOM HOLDERS AND HOOKS BOBRICK B-239x34
TA-9.1 COAT HOOK BOBRICK B-682 REFER TO LEGEND FOR TYPICAL MOUNTING HEIGHTS
TA-10.1 ADA FOLDING SHOWER SEAT BOBRICK B-517/518 COORDINATE LEFT/RIGHT DESIGNATION
TA-10.2 SOLID PHENOLIC FOLDING SHOWER/DRESSING AREA SEAT BOBRICK B-5193
TA-11 BABY CHANGING STATION BRADLEY 962
TA-20 NURSING BENCH PRESSALIT CARE R8518
TACKBOARD SCHEDULE
CODE QTY HEIGHT WIDTH NOTES
TB-01 130 4' - 0" 2' - 0" SEE ELEVATIONS FOR MOUNTING HEIGHTS; SEE ELEVATIONS & PLANS FOR LOCATIONS. REFER TO FINISH LEGEND FOR COLORS.
TB-02 32 4' - 0" 4' - 0" SEE ELEVATIONS FOR MOUNTING HEIGHTS; SEE ELEVATIONS & PLANS FOR LOCATIONS. REFER TO FINISH LEGEND FOR COLORS.
TB-03 19 4' - 0" 6' - 0" SEE ELEVATIONS FOR MOUNTING HEIGHTS; SEE ELEVATIONS & PLANS FOR LOCATIONS. REFER TO FINISH LEGEND FOR COLORS.
TB-04 10 2' - 6" 6' - 0" SEE ELEVATIONS FOR MOUNTING HEIGHTS; SEE ELEVATIONS & PLANS FOR LOCATIONS. REFER TO FINISH LEGEND FOR COLORS.
TB-05 5 7' - 6" 4' - 0" SEE ELEVATIONS FOR MOUNTING HEIGHTS; SEE ELEVATIONS & PLANS FOR LOCATIONS. REFER TO FINISH LEGEND FOR COLORS.
TB-06 2 2' - 6" 4' - 0" SEE ELEVATIONS FOR MOUNTING HEIGHTS; SEE ELEVATIONS & PLANS FOR LOCATIONS. REFER TO FINISH LEGEND FOR COLORS.
TB-07 26 5' - 8" 6' - 0" SEE ELEVATIONS FOR MOUNTING HEIGHTS; SEE ELEVATIONS & PLANS FOR LOCATIONS. REFER TO FINISH LEGEND FOR COLORS.
Grand total: 224
ACOUSTIC PANEL SCHEDULE
RM# RM NAME CODE QTY PANEL HEIGHT PANEL WIDTH COMMENTS NOTES
A102 MUSIC AP-03 5 4' - 6" 3' - 6" 1 1/8" FIBERGLASS BOARD W/ FABRIC WRAP IMPACT RESISTANT PANEL, AP-03 SEE ELEVATIONS FOR MOUNTING HEIGHTS & LOCATIONS.
A102 MUSIC AP-04 1 6' - 6" 2' - 6" 1" FIBERGLASS BOARD W/ FABRIC WRAP PANEL, AP-04 SEE ELEVATIONS FOR MOUNTING HEIGHTS & LOCATIONS.
A102 MUSIC AP-04 1 4' - 0" 3' - 0" 1" FIBERGLASS BOARD W/ FABRIC WRAP PANEL, AP-04 SEE ELEVATIONS FOR MOUNTING HEIGHTS & LOCATIONS.
A102 MUSIC AP-04 1 6' - 6" 3' - 0" 1" FIBERGLASS BOARD W/ FABRIC WRAP PANEL, AP-04 SEE ELEVATIONS FOR MOUNTING HEIGHTS & LOCATIONS.
A102 MUSIC AP-04 2 2' - 0" 3' - 6" 1" FIBERGLASS BOARD W/ FABRIC WRAP PANEL, AP-04 SEE ELEVATIONS FOR MOUNTING HEIGHTS & LOCATIONS.
A102 MUSIC AP-04 6 3' - 6" 3' - 6" 1" FIBERGLASS BOARD W/ FABRIC WRAP PANEL, AP-04 SEE ELEVATIONS FOR MOUNTING HEIGHTS & LOCATIONS.
A102 MUSIC AP-04 9 4' - 0" 3' - 6" 1" FIBERGLASS BOARD W/ FABRIC WRAP PANEL, AP-04 SEE ELEVATIONS FOR MOUNTING HEIGHTS & LOCATIONS.
A102 MUSIC AP-04 12 6' - 6" 3' - 6" 1" FIBERGLASS BOARD W/ FABRIC WRAP PANEL, AP-04 SEE ELEVATIONS FOR MOUNTING HEIGHTS & LOCATIONS.
A102 MUSIC AP-04 3 3' - 0" 4' - 0" 1" FIBERGLASS BOARD W/ FABRIC WRAP PANEL, AP-04 SEE ELEVATIONS FOR MOUNTING HEIGHTS & LOCATIONS.
A102 MUSIC AP-04 4 4' - 0" 4' - 0" 1" FIBERGLASS BOARD W/ FABRIC WRAP PANEL, AP-04 SEE ELEVATIONS FOR MOUNTING HEIGHTS & LOCATIONS.
A102 MUSIC AP-04 2 6' - 6" 4' - 0" 1" FIBERGLASS BOARD W/ FABRIC WRAP PANEL, AP-04 SEE ELEVATIONS FOR MOUNTING HEIGHTS & LOCATIONS.
A104 MUSIC AP-03 1 4' - 6" 2' - 0" 1 1/8" FIBERGLASS BOARD W/ FABRIC WRAP IMPACT RESISTANT PANEL, AP-03 SEE ELEVATIONS FOR MOUNTING HEIGHTS & LOCATIONS.
A104 MUSIC AP-03 3 4' - 0" 3' - 6" 1 1/8" FIBERGLASS BOARD W/ FABRIC WRAP IMPACT RESISTANT PANEL, AP-03 SEE ELEVATIONS FOR MOUNTING HEIGHTS & LOCATIONS.
A104 MUSIC AP-03 2 4' - 6" 3' - 6" 1 1/8" FIBERGLASS BOARD W/ FABRIC WRAP IMPACT RESISTANT PANEL, AP-03 SEE ELEVATIONS FOR MOUNTING HEIGHTS & LOCATIONS.
A104 MUSIC AP-04 1 6' - 6" 2' - 0" 1" FIBERGLASS BOARD W/ FABRIC WRAP PANEL, AP-04 SEE ELEVATIONS FOR MOUNTING HEIGHTS & LOCATIONS.
A104 MUSIC AP-04 3 6' - 6" 3' - 0" 1" FIBERGLASS BOARD W/ FABRIC WRAP PANEL, AP-04 SEE ELEVATIONS FOR MOUNTING HEIGHTS & LOCATIONS.
A104 MUSIC AP-04 31 6' - 6" 3' - 6" 1" FIBERGLASS BOARD W/ FABRIC WRAP PANEL, AP-04 SEE ELEVATIONS FOR MOUNTING HEIGHTS & LOCATIONS.
A104 MUSIC AP-04 1 6' - 0" 4' - 0" 1" FIBERGLASS BOARD W/ FABRIC WRAP PANEL, AP-04 SEE ELEVATIONS FOR MOUNTING HEIGHTS & LOCATIONS.
A104 MUSIC AP-04 1 6' - 6" 6' - 0" 1" FIBERGLASS BOARD W/ FABRIC WRAP PANEL, AP-04 SEE ELEVATIONS FOR MOUNTING HEIGHTS & LOCATIONS.
A104A MUSIC ENSEMBLE AP-03 4 7' - 0" 4' - 4" 1 1/8" FIBERGLASS BOARD W/ FABRIC WRAP IMPACT RESISTANT PANEL, AP-03 SEE ELEVATIONS FOR MOUNTING HEIGHTS & LOCATIONS.
A106 MUSIC AP-03 4 4' - 6" 2' - 0" 1 1/8" FIBERGLASS BOARD W/ FABRIC WRAP IMPACT RESISTANT PANEL, AP-03 SEE ELEVATIONS FOR MOUNTING HEIGHTS & LOCATIONS.
A106 MUSIC AP-03 3 4' - 0" 3' - 6" 1 1/8" FIBERGLASS BOARD W/ FABRIC WRAP IMPACT RESISTANT PANEL, AP-03 SEE ELEVATIONS FOR MOUNTING HEIGHTS & LOCATIONS.
A106 MUSIC AP-03 2 4' - 6" 3' - 6" 1 1/8" FIBERGLASS BOARD W/ FABRIC WRAP IMPACT RESISTANT PANEL, AP-03 SEE ELEVATIONS FOR MOUNTING HEIGHTS & LOCATIONS.
A106 MUSIC AP-04 4 6' - 6" 2' - 0" 1" FIBERGLASS BOARD W/ FABRIC WRAP PANEL, AP-04 SEE ELEVATIONS FOR MOUNTING HEIGHTS & LOCATIONS.
A106 MUSIC AP-04 20 6' - 6" 3' - 6" 1" FIBERGLASS BOARD W/ FABRIC WRAP PANEL, AP-04 SEE ELEVATIONS FOR MOUNTING HEIGHTS & LOCATIONS.
A106A MUSIC ENSEMBLE AP-03 4 7' - 0" 4' - 4" 1 1/8" FIBERGLASS BOARD W/ FABRIC WRAP IMPACT RESISTANT PANEL, AP-03 SEE ELEVATIONS FOR MOUNTING HEIGHTS & LOCATIONS.
A209 AUDITORIUM AP-01 23 5' - 0" 4' - 0" 1 1/8" FIBERGLASS BOARD W/ FABRIC WRAP PANEL, AP-01
B205 INNOVATION / MEDIA LAB AP-02 2 4' - 0" 3' - 0" 1 1/8" FIBERGLASS BOARD W/ FABRIC WRAP IMPACT RESISTANT PANEL, AP-02
B205B RECORDING AP-02 11 4' - 0" 3' - 0" 1 1/8" FIBERGLASS BOARD W/ FABRIC WRAP IMPACT RESISTANT PANEL, AP-02
MARKERBOARD SCHEDULE
CODE QTY HEIGHT WIDTH NOTES
MB-01 279 4' - 0" 4' - 0"
MB-02 52 4' - 0" 6' - 0"
MB-03 135 4' - 0" 8' - 0"
MB-04 57 4' - 0" 10' - 0"
MB-05 15 4' - 0" 4' - 0"
MB-06 10 4' - 0" 6' - 0"
MB-07 4 7' - 10" 4' - 0" MARKER BOARD WALL
Grand total: 552
8 3/1/21 ADDENDUM 8
8
8
8
S-01 SLIMLINE LIGHT FILTERING; MANUAL SHADE
S-02 BLACKOUT; MOTORIZED SHADE
S-03 LIGHT FILTERING; MOTORIZED SHADE
NOTES:
NOTE 1: NO SHADE AT CLERESTORY IN CLASSROOMS WITH
LIGHTSHELF.
WINDOW SHADE LEGEND
MANUAL LIGHT-FILTERING SHADE, SIDE MOUNT
WOOD TRIM w/EASED
EDGES, CLEAR SATIN FINISH
CONTINUOUS FRT BLOCKING
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
MOTORIZED BLACKOUT SHADE
CONTINUOUS FRT BLOCKING
CEILING AS SCHEDULED
RECESSED SHADE POCKET
CONTINUOUS FRT BLOCKING
SHADE AS SCHEDULED
CEILING AS SCHEDULED
SEALANT
RECESSED SHADE POCKET
MOTORIZED SHADE AS SCHEDULED,
TOP MOUNT
CMU BEYOND
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO.ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
1/25/2021 5:07:51 PMC:\REVIT LOCAL\71010_DYIMS_CONSTRUCTION DOCUMENTS_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
A-5.81
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
100% CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
WINDOW SHADE
SCHEDULE & DETAILS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
WINDOW SHADE SCHEDULE
LEVEL ROOM # ROOM NAME SHADE TYPE DETAIL NOTE
PART A
FIRST FLOOR A102 MUSIC S-01 1/A-5.81
FIRST FLOOR A104 MUSIC S-01 1/A-5.81
FIRST FLOOR A106A MUSIC ENSEMBLE S-01 1/A-5.81
FIRST FLOOR A106 MUSIC S-01 1/A-5.81
FIRST FLOOR A120 STAFF LUNCH S-01 1/A-5.81
FIRST FLOOR A119B KITCH OFF S-01 1/A-5.81
FIRST FLOOR A116 CAFETORIUM S-02 2/A-5.81
PART B
FIRST FLOOR B141 ART CR S-01 1/A-5.81
FIRST FLOOR B139 ART CR S-01 1/A-5.81
FIRST FLOOR B140A ART KILN S-01 1/A-5.81
FIRST FLOOR B138 SPED OT S-01 1/A-5.81
FIRST FLOOR B124A HEALTH OFF S-01 1/A-5.81
FIRST FLOOR B125 ADAPTIVE PE S-01 1/A-5.81
FIRST FLOOR B122 SRO OFFICE S-01 1/A-5.81
FIRST FLOOR B105 PRINCIPAL S-01 1/A-5.81
FIRST FLOOR B107 PSYCH S-01 1/A-5.81
FIRST FLOOR B109 TEAM LEADER S-01 1/A-5.81
FIRST FLOOR B117 PRINCIPAL S-01 1/A-5.81
FIRST FLOOR B115 PSYCH S-01 1/A-5.81
FIRST FLOOR B113 TEAM LEADER S-01 1/A-5.81
FIRST FLOOR B123 GYMNASIUM S-03 3/A-5.81
SECOND FLOOR B217 IT DIRECTOR S-01 1/A-5.81
SECOND FLOOR B216 IT TECH WORK S-01 1/A-5.81
SECOND FLOOR B223 GUID S-01 1/A-5.81
SECOND FLOOR B224 GUID S-01 1/A-5.81
SECOND FLOOR B206 COMPUTER LAB S-02 4/A-5.81
PART C
FIRST FLOOR C119 GENERAL CR S-01 1/A-5.81 SEE NOTE 1
FIRST FLOOR C117 GENERAL CR S-01 1/A-5.81 SEE NOTE 1
FIRST FLOOR C108 GENERAL CR S-01 1/A-5.81
FIRST FLOOR C109 HEALTH S-01 1/A-5.81 SEE NOTE 1
FIRST FLOOR C114 SPED CC S-01 1/A-5.81
FIRST FLOOR C106 SCIENCE CR S-01 1/A-5.81
FIRST FLOOR C115 SM GRP / EL RESOURCE S-01 1/A-5.81 SEE NOTE 1
FIRST FLOOR C111 WRLD LANG S-01 1/A-5.81 SEE NOTE 1
FIRST FLOOR C110 GENERAL CR S-01 1/A-5.81
FIRST FLOOR C104 GENERAL CR S-01 1/A-5.81
FIRST FLOOR C102 GENERAL CR S-01 1/A-5.81
FIRST FLOOR C101 GENERAL CR S-01 1/A-5.81 SEE NOTE 1
FIRST FLOOR C116 DOS S-01 1/A-5.81
FIRST FLOOR C125 MAKER SPACE S-01 1/A-5.81
FIRST FLOOR C137 MAKER SPACE S-01 1/A-5.81
FIRST FLOOR C112 SPED RESOURCE S-01 1/A-5.81
FIRST FLOOR C113 SM GRP / EL RESOURCE S-01 1/A-5.81 SEE NOTE 1
FIRST FLOOR C103 GENERAL CR S-01 1/A-5.81 SEE NOTE 1
FIRST FLOOR C107 SPED RESOURCE S-01 1/A-5.81 SEE NOTE 1
FIRST FLOOR C105 SPED RESOURCE S-01 1/A-5.81 SEE NOTE 1
SECOND FLOOR C225 MAKER SPACE S-01 1/A-5.81
SECOND FLOOR C235 MAKER SPACE S-01 1/A-5.81
SECOND FLOOR C217 GENERAL CR S-01 1/A-5.81 SEE NOTE 1
SECOND FLOOR C214 GENERAL CR S-01 1/A-5.81
SECOND FLOOR C238 GOSNOLD S-01 1/A-5.81
SECOND FLOOR C212 SPED NECC S-01 1/A-5.81
SECOND FLOOR C215 GENERAL CR S-01 1/A-5.81 SEE NOTE 1
SECOND FLOOR C213 HEALTH S-01 1/A-5.81 SEE NOTE 1
SECOND FLOOR C208 SM GRP / EL RESOURCE S-01 1/A-5.81
SECOND FLOOR C210 SCIENCE CR S-01 1/A-5.81
SECOND FLOOR C211 WRLD LANG S-01 1/A-5.81 SEE NOTE 1
SECOND FLOOR C209 WRLD LANG S-01 1/A-5.81 SEE NOTE 1
SECOND FLOOR C203 SPED RESOURCE S-01 1/A-5.81 SEE NOTE 1
SECOND FLOOR C205 SPED RESOURCE S-01 1/A-5.81 SEE NOTE 1
SECOND FLOOR C207 WRLD LANG S-01 1/A-5.81 SEE NOTE 1
SECOND FLOOR C201 GENERAL CR S-01 1/A-5.81 SEE NOTE 1
SECOND FLOOR C202 GENERAL CR S-01 1/A-5.81
SECOND FLOOR C204 GENERAL CR S-01 1/A-5.81
SECOND FLOOR C216 AP1 S-01 1/A-5.81
SECOND FLOOR C206 SCIENCE CR S-01 1/A-5.81
PART D
FIRST FLOOR D113 GENERAL CR S-01 1/A-5.81 SEE NOTE 1
FIRST FLOOR D120 GENERAL CR S-01 1/A-5.81
FIRST FLOOR D134 AP2 S-01 1/A-5.81
FIRST FLOOR D111 GENERAL CR S-01 1/A-5.81 SEE NOTE 1
FIRST FLOOR D116 SPED RESOURCE S-01 1/A-5.81
FIRST FLOOR D112 GENERAL CR S-01 1/A-5.81
FIRST FLOOR D110 GENERAL CR S-01 1/A-5.81
FIRST FLOOR D108 SPED SAILS S-01 1/A-5.81
FIRST FLOOR D106 SPED RESOURCE S-01 1/A-5.81
FIRST FLOOR D104 GENERAL CR S-01 1/A-5.81
FIRST FLOOR D105 GENERAL CR S-01 1/A-5.81 SEE NOTE 1
FIRST FLOOR D107 GENERAL CR S-01 1/A-5.81 SEE NOTE 1
FIRST FLOOR D109 SCIENCE CR S-01 1/A-5.81 SEE NOTE 1
FIRST FLOOR D103 GENERAL CR S-01 1/A-5.81 SEE NOTE 1
FIRST FLOOR D101 GENERAL CR S-01 1/A-5.81 SEE NOTE 1
FIRST FLOOR D102 GENERAL CR S-01 1/A-5.81
FIRST FLOOR D115 SPEECH S-01 1/A-5.81
FIRST FLOOR D114 SPED STAR II S-01 1/A-5.81
FIRST FLOOR D118 GENERAL CR S-01 1/A-5.81
SECOND FLOOR D213 GENERAL CR S-01 1/A-5.81 SEE NOTE 1
SECOND FLOOR D211 GENERAL CR S-01 1/A-5.81 SEE NOTE 1
SECOND FLOOR D218 SPED STAR II S-01 1/A-5.81
SECOND FLOOR D220 GENERAL CR S-01 1/A-5.81
SECOND FLOOR D234 AP1 S-01 1/A-5.81
SECOND FLOOR D214 GENERAL CR S-01 1/A-5.81
SECOND FLOOR D212 GENERAL CR S-01 1/A-5.81
SECOND FLOOR D210 GENERAL CR S-01 1/A-5.81
SECOND FLOOR D207 SCIENCE CR S-01 1/A-5.81 SEE NOTE 1
SECOND FLOOR D205 SM GRP / EL RESOURCE S-01 1/A-5.81 SEE NOTE 1
SECOND FLOOR D208 SPED SAILS S-01 1/A-5.81
SECOND FLOOR D206 SPED RESOURCE S-01 1/A-5.81
SECOND FLOOR D204 GENERAL CR S-01 1/A-5.81
SECOND FLOOR D215 SPEECH S-01 1/A-5.81
SECOND FLOOR D201 GENERAL CR S-01 1/A-5.81 SEE NOTE 1
SECOND FLOOR D203 SPED BEH S-01 1/A-5.81 SEE NOTE 1
SECOND FLOOR D216 SPED RESOURCE S-01 1/A-5.81
SECOND FLOOR D209 SCIENCE CR S-01 1/A-5.81 SEE NOTE 1
SECOND FLOOR D202 GENERAL CR S-01 1/A-5.81
3" = 1'-0"1 SHADE DETAIL @ TYP. PUNCHED OPENING
3" = 1'-0"2 WINDOW SHADE DETAIL @ CAFETORIUM
3" = 1'-0"4 WINDOW SHADE DETAIL @ COMPUTER LAB
3" = 1'-0"3 WINDOW SHADE DETAIL @ GYM
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:3/1/2021 10:24:20 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-6.01
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
DOOR SCHEDULE
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
DOOR AND FRAME SCHEDULE
DOOR #
DOOR FRAME DETAIL
FIRE
RATING
Door STC HARDWARE
ELECTRICAL REMARKS
TYPELEAF 1 WIDTHLEAF 2 WIDTHHEIGHTMATERIALFINISHTHICKNESSTYPEMATERIALFINISHHEADJAMBSILLC201A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
C201B F 3' - 0" 7' - 0" WD CLR 1 3/4" HM13 HM P-01 16/A-6.05 37 47.0 SEE NOTE 9
C202A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
C202B F 3' - 0" 7' - 0" WD CLR 1 3/4" HM13 HM P-01 16/A-6.05 37 47.0 SEE NOTE 9
C203A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
C204A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0
C205A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
C206A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
C206AA G 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 30 44.0
C207A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
C208A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
C209A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
C209B F 3' - 0" 7' - 0" WD CLR 1 3/4" HM13 HM P-01 16/A-6.05 37 47.0 SEE NOTE 9
C210A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
C210AA G 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 45.0
C211A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
C211B F 3' - 0" 7' - 0" WD CLR 1 3/4" HM13 HM P-01 16/A-6.05 37 47.0 SEE NOTE 9
C212A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
C212B F 3' - 0" 7' - 0" WD CLR 1 3/4" HM13 HM P-01 16/A-6.05 37 47.0 SEE NOTE 9
C213A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0
C214A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0
C215A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
C215B F 3' - 0" 7' - 0" WD CLR 1 3/4" HM13 HM P-01 16/A-6.05 37 47.0 SEE NOTE 9
C216A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 16/A-6.05 30 35.0
C217A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
C218A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 42.0
C220A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 42.0
C221A NONE 3' - 4" 7' - 0" N/A N/A 0" HM04 HM P-01 NONE
C222A NONE 3' - 4" 7' - 0" N/A N/A 0" HM04 HM P-01 NONE
C223A L 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 25.0
C225A F 3' - 0" 8' - 0" WD CLR 1 3/4" HM12B HM P-01 20 46.0
C225AA G 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 30 44.0
C226A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 23.0
C227A F / F 2' - 6" 2' - 6" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 90 MIN. 27.0 SEE NOTE 21
C228A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 20 30.0
C229A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10A HM P-01 30 38.0
C229B F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10A HM P-01 30 38.0
C230A L / L 2' - 6" 2' - 6" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 28.0 CR, DPS
C231A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 42.1
C232A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 42.1
C233A L 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 25.0
C235A F 3' - 0" 8' - 0" WD CLR 1 3/4" HM12B HM P-01 20 46.0
C235B G 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 2/A-6.05 30 44.0
C236A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 23.0
C237A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 42.0
C238A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 16/A-6.05 30 35.0
D200A F / F 4' - 0" 4' - 0" 8' - 0" HM P-09 1 3/4" HM06 HM P-09 63.0
D200AA NONE 8' - 0" 8' - 0" N/A N/A 0" HM04 HM P-09 26/A-6.05 NONE
D200B F / F 4' - 0" 4' - 0" 8' - 0" HM P-09 1 3/4" HM06 HM P-09 63.0
D200BA NONE 8' - 0" 8' - 0" N/A N/A 0" HM04 HM P-09 26/A-6.05 NONE
D201A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0
D201B F 3' - 0" 7' - 0" WD CLR 1 3/4" HM13 HM P-01 16/A-6.05 37 47.0 SEE NOTE 9
D202A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
D203A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
D204A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0
D204B F 3' - 0" 7' - 0" WD CLR 1 3/4" HM13 HM P-01 16/A-6.05 37 47.0 SEE NOTE 9
D205A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
D206A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
D206B F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 16/A-6.05 37 47.0 SEE NOTE 9
D207A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
D207AA G 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 45.0
D208A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
D208B F 3' - 0" 7' - 0" WD CLR 1 3/4" HM13 HM P-01 16/A-6.05 37 47.0 SEE NOTE 9
D209A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
D209AA G 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 30 44.0
D210A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
D211A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0
D212A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0
D212B F 3' - 0" 7' - 0" WD CLR 1 3/4" HM13 HM P-01 16/A-6.05 37 47.0 SEE NOTE 9
D213A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
D213B F 3' - 0" 7' - 0" WD CLR 1 3/4" HM13 HM P-01 16/A-6.05 37 47.0 SEE NOTE 9
D214A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
D215A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 16/A-6.05 30 35.0
D216A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
D216B F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 16/A-6.05 37 47.0 SEE NOTE 9
D217A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 42.0
D218A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
D218B F 3' - 0" 7' - 0" WD CLR 1 3/4" HM13 HM P-01 16/A-6.05 37 47.0 SEE NOTE 9
D219A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 23.0
D220A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0
D221A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 42.1
D222A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 42.0
D223A L / L 2' - 6" 2' - 6" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 28.0 CR, DPS
D224A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 16/A-6.05 30 35.0
D225A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 20 30.0
D226A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 0 23.0
D227A F / F 2' - 6" 2' - 6" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 90 MIN. 27.0 SEE NOTE 21
D228A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 42.0
D229A NONE 3' - 4" 7' - 0" N/A N/A 0" HM04 HM P-01 NONE
D230A NONE 3' - 4" 7' - 0" N/A N/A 0" HM04 HM P-01 NONE
D231A L 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 25.0
D232A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 23.0
D233A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 42.0
D234A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 16/A-6.05 30 35.0
D237A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 16/A-6.05 23.0
D238A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 42.0
ST-B1B N 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 65.0
ST-B1C F 3' - 0" 7' - 0" HM P-01 1 3/4" HM01 HM P-01 23.0
MAIN ROOF
ST-B1D F 3' - 0" 7' - 0" HM P-02 1 3/4" HM01 HM P-02 20 10.5
DOOR AND FRAME SCHEDULE
DOOR #
DOOR FRAME DETAIL
FIRE
RATING
Door STC HARDWARE
ELECTRICAL REMARKS
TYPELEAF 1 WIDTHLEAF 2 WIDTHHEIGHTMATERIALFINISHTHICKNESSTYPEMATERIALFINISHHEADJAMBSILLC134A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 25.0
C136A AF / AF 3' - 0" 3' - 0" 8' - 0" ALUM 1 3/4" NONE ALUM 15/A-6.05 19.0 DPS
C137A F 3' - 0" 8' - 0" WD CLR 1 3/4" HM12B HM P-01 20 46.0
C137B G 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 2/A-6.05 30 44.0
D100A F / F 4' - 0" 4' - 0" 8' - 0" HM P-11 1 3/4" HM06 HM P-11 62.0 CR, DPS
D100AA NONE 8' - 0" 8' - 0" N/A N/A 0" HM04 HM P-11 20/A-6.05 NONE
D100B F / F 4' - 0" 4' - 0" 8' - 0" HM P-11 1 3/4" HM06 HM P-11 62.0 CR, DPS
D100BA NONE 8' - 0" 8' - 0" N/A N/A 0" HM04 HM P-11 20/A-6.05 NONE
D101A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0
D102A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
D103A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
D103B F 3' - 0" 7' - 0" WD CLR 1 3/4" HM13 HM P-01 16/A-6.05 37 47.0 SEE NOTE 9
D104A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0
D104B F 3' - 0" 7' - 0" WD CLR 1 3/4" HM13 HM P-01 16/A-6.05 37 47.0 SEE NOTE 9
D105A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0
D105B F 3' - 0" 7' - 0" WD CLR 1 3/4" HM13 HM P-01 16/A-6.05 37 47.0 SEE NOTE 9
D106A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
D106B F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 16/A-6.05 37 47.0 SEE NOTE 9
D107A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
D108A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
D108B F 3' - 0" 7' - 0" WD CLR 1 3/4" HM13 HM P-01 16/A-6.05 37 47.0 SEE NOTE 9
D109A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
D109AA G 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 30 44.0
D110A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
D111A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0
D111B F 3' - 0" 7' - 0" WD CLR 1 3/4" HM13 HM P-01 16/A-6.05 37 47.0 SEE NOTE 9
D112A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0
D112B F 3' - 0" 7' - 0" WD CLR 1 3/4" HM13 HM P-01 16/A-6.05 37 47.0 SEE NOTE 9
D113A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
D114A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
D115A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 16/A-6.05 30 35.0
D116A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
D116B F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 16/A-6.05 37 47.0 SEE NOTE 9
D117A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 42.1
D118A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
D119A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 23.0
D120A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0
D120B F 3' - 0" 7' - 0" WD CLR 1 3/4" HM13 HM P-01 16/A-6.05 37 47.0 SEE NOTE 9
D121A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 42.1
D122A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 42.0
D123A L / L 2' - 6" 2' - 6" 7' - 0" WD CLR 1 3/4" HM01 HM P-11 28.0 CR, DPS
D124A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 16/A-6.05 30 35.0
D125A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 23.0
D126A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 23.0
D127A F / F 2' - 6" 2' - 6" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 90 MIN. 27.0 SEE NOTE 21
D128A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 42.0
D129A NONE 3' - 4" 7' - 0" N/A N/A 0" HM04 HM P-01 NONE
D130A NONE 3' - 4" 7' - 0" N/A N/A 0" HM04 HM P-01 NONE
D131A L 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 25.0
D132A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 42.0
D133A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 42.0
D134A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 16/A-6.05 30 35.0
D137A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 23.0
EXT01 AF / AF 3' - 0" 3' - 0" 8' - 0" ALUM 2 1/4" NONE ALUM 15/A-6.05 1.0 CR, DPS SEE NOTE 19, SEE NOTE 24
EXT02 AF / AF 3' - 0" 3' - 0" 8' - 0" ALUM 2 1/4" NONE ALUM 15/A-6.05 1.0 CR, DPS SEE NOTE 19, SEE NOTE 24
EXT03 AF / AF 3' - 0" 3' - 0" 8' - 0" ALUM 2 1/4" NONE ALUM 15/A-6.05 1.0 CR, DPS SEE NOTE 19, SEE NOTE 24
EXT04 AF / AF 3' - 0" 3' - 0" 8' - 0" ALUM 2 1/4" NONE ALUM 15/A-6.05 1.0 CR, DPS SEE NOTE 19, SEE NOTE 24
EXT05 AF / AF 3' - 0" 3' - 0" 8' - 0" ALUM 2 1/4" NONE ALUM 15/A-6.05 9.0 LOCK, DPS SEE NOTE 19, SEE NOTE 24
EXT06 AF / AF 3' - 0" 3' - 0" 8' - 0" ALUM 2 1/4" NONE ALUM 15/A-6.05 9.0 LOCK, DPS SEE NOTE 19, SEE NOTE 24
EXT07 F 3' - 0" 8' - 0" HM P-02 1 3/4" HM40A HM P-02 40 5.0 DPS SEE NOTE 23, SEE NOTE 24
EXT08 F / F 3' - 0" 3' - 0" 8' - 0" HM P-02 1 3/4" HM01 HM P-02 4.0 CR, DPS SEE NOTE 23, SEE NOTE 24
EXT09 R1 19' - 11" 15' - 0"3/A-5.12 8/A-5.01 99.0
EXT10 F / F 3' - 0" 3' - 0" 8' - 0" HM P-02 1 3/4" HM01 HM P-02 6.0 DPS SEE NOTE 23
EXT11 F / F 3' - 0" 3' - 0" 8' - 0" HM P-02 1 3/4" HM01 HM P-02 1/A-5.13, 2/A-5.13 4.0 CR, DPS SEE NOTE 23
EXT12 OC 10' - 0" 8' - 2 5/8" 2" 9/A-5.02 8/A-5.14 8/A-5.02 99.0
EXT13 F 3' - 0" 8' - 0" HM P-02 1 3/4" HM40A HM P-02 11.0 CR, DPS SEE NOTE 23
EXT14 F 3' - 0" 8' - 0" HM P-02 1 3/4" HM01 HM P-02 12.0 CR, DPS SEE NOTE 23
EXT15 F / F 3' - 0" 3' - 0" 8' - 0" HM P-02 1 3/4" HM01 HM P-02 13.1 CR, DPS SEE NOTE 22, SEE NOTE 23
EXT16 AF / AF 3' - 6" 3' - 6" 8' - 0" ALUM 2 1/4" NONE ALUM 15/A-6.05 1.0 CR, DPS SEE NOTE 19
EXT17 AF / AF 3' - 6" 3' - 6" 8' - 0" ALUM 2 1/4" NONE ALUM 1.0 CR, DPS SEE NOTE 19
EXT18 F 3' - 0" 8' - 0" HM P-02 1 3/4" HM40A HM P-02 14.0 DPS SEE NOTE 23
EXT19 AF / AF 3' - 0" 3' - 0" 8' - 0" ALUM 2 1/4" NONE ALUM 15/A-6.05 1.0 CR, DPS
EXT20 AF / AF 3' - 0" 3' - 0" 8' - 0" ALUM 2 1/4" NONE ALUM 15/A-6.05 7.0 CR, DPS
EXT21 F 3' - 0" 8' - 0" HM P-02 1 3/4" HM40A HM P-02 8.0 DPS SEE NOTE 23
EXT22 F 3' - 0" 8' - 0" HM P-02 1 3/4" HM40A HM P-02 8.0 DPS SEE NOTE 23
EXT23 AF / AF 3' - 0" 3' - 0" 8' - 0" ALUM 2 1/4" NONE ALUM 15/A-6.05 7.0 CR, DPS
EXT24 AF / AF 3' - 0" 3' - 0" 8' - 0" ALUM 2 1/4" NONE ALUM 15/A-6.05 1.0 CR, DPS
EXT25 F 3' - 0" 8' - 0" HM P-02 1 3/4" HM40B HM P-02 15.0 SEE NOTE 23
EXT26 F / F 3' - 0" 3' - 0" 8' - 0" HM P-02 1 3/4" HM02 HM P-02 6/A-5.15 4.0 CR, DPS SEE NOTE 23
EXT27 F / F 3' - 0" 3' - 0" 8' - 0" HM P-02 1 3/4" HM02 HM P-02 6/A-5.15 6.0 DPS SEE NOTE 23
EXT28 F / F 3' - 0" 3' - 0" 8' - 0" HM P-02 1 3/4" HM01 HM P-02 4.0 CR, DPS SEE NOTE 23
EXT29 F 3' - 0" 8' - 0" HM P-02 1 3/4" HM40A HM P-02 30 10.0 DPS SEE NOTE 19, SEE NOTE 23
EXT31 F / F 3' - 0" 3' - 0" 8' - 0" HM P-02 1 3/4" HM01 HM P-02 13.0 CR, DPS SEE NOTE 23
EXT32 AF / AF 3' - 0" 3' - 0" 8' - 0" ALUM 2 1/4" NONE ALUM 15/A-6.05 3.0 DPS
EXT33 AF / AF 3' - 0" 3' - 0" 8' - 0" ALUM 2 1/4" NONE ALUM 15/A-6.05 3.0 DPS
EXT34 AF / AF 3' - 0" 3' - 0" 8' - 0" ALUM 2 1/4" NONE ALUM 15/A-6.05 2.0 CR, DPS
EXT35 AF / AF 3' - 0" 3' - 0" 8' - 0" ALUM 2 1/4" NONE ALUM 15/A-6.05 7.0 CR, DPS
EXT36 AF / AF 3' - 0" 3' - 0" 8' - 0" ALUM 2 1/4" NONE ALUM 15/A-6.05 7.0 CR, DPS
EXT37 AF / AF 3' - 0" 3' - 0" 8' - 0" ALUM 2 1/4" NONE ALUM 15/A-6.05 1.0 CR, DPS
EXT38 AF / AF 3' - 0" 3' - 0" 8' - 0" ALUM 2 1/4" NONE ALUM 15/A-6.05 3.0 DPS
EXT39 AF / AF 3' - 0" 3' - 0" 8' - 0" ALUM 2 1/4" NONE ALUM 15/A-6.05 3.0 DPS
SECOND FLOOR
B200A F / F 4' - 0" 4' - 0" 8' - 0" HM P-01 1 3/4" HM06 HM P-01 SMOKE 62.0 CR, DPS SEE NOTE 21
B200AA NONE 8' - 0" 8' - 0" N/A N/A 0" HM04 HM P-01 NONE
B200B F / F 4' - 0" 4' - 0" 8' - 0" HM P-01 1 3/4" HM06 HM P-01 SMOKE 62.0 CR, DPS SEE NOTE 21
B200BA NONE 8' - 0" 8' - 0" N/A N/A 0" HM04 HM P-01 NONE
B201A F 3' - 0" 8' - 0" WD CLR 1 3/4" HM10B HM P-01 16/A-6.05 30 36.0
B202A F / F 3' - 0" 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 27.0
B203A FG2 / FG2 3' - 0" 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 40 50.0 CR, DPS
B203B FG2 / FG2 3' - 0" 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 40 50.0 CR, DPS
B204A FG2 3' - 0" 8' - 0" WD CLR 1 3/4" HM20B HM P-01 40.0
B205A FG2 3' - 0" 8' - 0" WD CLR 1 3/4" HM20B HM P-01 16/A-6.05 30 33.0 CR
B205AA F 3' - 0" 8' - 0" WD CLR 1 3/4" HM10D HM P-01 47 37.0 SEE NOTE 10
B205BA F 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 47 37.0 SEE NOTE 10
B206A F 3' - 0" 8' - 0" WD CLR 1 3/4" HM10B HM P-01 16/A-6.05 32.0 CR
B207A F 3' - 0" 8' - 0" WD CLR 1 3/4" HM20B HM P-01 16/A-6.05 30 36.0
B209A NONE 5' - 9" 8' - 0" N/A N/A 0" HM04 HM P-01 NONE
B210A NONE 5' - 9" 8' - 0" N/A N/A 0" HM04 HM P-01 NONE
B211A L 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 25.0
B212A F 3' - 0" 8' - 0" HM 1 3/4" HM01 HM P-01 45 MIN. 23.0 SEE NOTE 21
B213A F 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 42.1
B214A F 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 42.1
B216A F 3' - 0" 8' - 0" WD CLR 1 3/4" HM10B HM P-01 4/A-6.03 3/A-6.03 16/A-6.05 30 33.0 CR
B217A F 3' - 0" 8' - 0" WD CLR 1 3/4" HM10B HM P-01 2/A-6.03 1/A-6.03 16/A-6.05 30 33.0 CR
B218A F 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 26.0 CR, DPS
B218B F 3' - 0" 8' - 0" WD CLR 1 3/4" HM10A HM P-01 2/A-6.03 1/A-6.03 23.0
B219A F 3' - 0" 8' - 0" WD CLR 1 3/4" HM10B HM P-01 2/A-6.03 1/A-6.03, 3/A-6.03 16/A-6.05 40 23.5
B219B F 3' - 0" 8' - 0" WD CLR 1 3/4" HM10B HM P-01 2/A-6.03 1/A-6.03, 3/A-6.03 16/A-6.05 40 23.5
B220A F 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 90 MIN. 26.0 CR, DPS
B221A F 3' - 0" 8' - 0" WD CLR 1 3/4" HM10B HM P-01 16/A-6.05 30 33.0 CR
B222A F 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 0 39.0
B223A F 3' - 0" 8' - 0" WD CLR 1 3/4" HM11A HM P-01 16/A-6.05 30 35.0
B224A F 3' - 0" 8' - 0" WD CLR 1 3/4" HM11A HM P-01 16/A-6.05 30 35.0
C200A F / F 4' - 0" 4' - 0" 8' - 0" HM P-06 1 3/4" HM06 HM P-06 SMOKE 63.0 SEE NOTE 21
C200AB NONE 8' - 0" 8' - 0" N/A N/A 0" HM04 HM P-06 26/A-6.05 NONE
C200B F / F 4' - 0" 4' - 0" 8' - 0" HM P-06 1 3/4" HM06 HM P-06 SMOKE 63.0 SEE NOTE 21
C200BA NONE 8' - 0" 8' - 0" N/A N/A 0" HM04 HM P-06 26/A-6.05 NONE
C200C F / F 4' - 0" 4' - 0" 8' - 0" HM P-06 1 3/4" HM06 HM P-06 20/A-6.05 62.0 CR, DPS
C200CA NONE 8' - 0" 8' - 0" N/A N/A 0" HM04 HM P-06 NONE
C200D F / F 4' - 0" 4' - 0" 8' - 0" HM P-06 1 3/4" HM06 HM P-06 20/A-6.05 62.0 CR, DPS
C200DA NONE 8' - 0" 8' - 0" N/A N/A 0" HM04 HM P-06 NONE
DOOR AND FRAME SCHEDULE
DOOR #
DOOR FRAME DETAIL
FIRE
RATING
Door STC HARDWARE
ELECTRICAL REMARKS
TYPELEAF 1 WIDTHLEAF 2 WIDTHHEIGHTMATERIALFINISHTHICKNESSTYPEMATERIALFINISHHEADJAMBSILLFIRST FLOOR
A100AA AF / AF 3' - 0" 3' - 0" 8' - 0" ALUM 1 3/4" NONE ALUM 15/A-6.05 18.0
A100AB AF / AF 3' - 0" 3' - 0" 8' - 0" ALUM 1 3/4" NONE ALUM 15/A-6.05 18.0
A101A F / F 3' - 0" 3' - 0" 8' - 0" HM P-04 1 3/4" HM06 HM P-04 59.0
A101AA NONE 6' - 0" 8' - 0" N/A N/A 0" HM04 HM P-04 NONE
A102A G / G 3' - 0" 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 16/A-6.05 40 49.0
A103A F 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 23.0
A104A G / G 3' - 0" 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 16/A-6.05 40 49.0
A104AA G 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 16/A-6.05 40 52.0
A104B G 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 16/A-6.05 40 51.0 SEE NOTE 20
A106A G / G 3' - 0" 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 16/A-6.05 40 49.0
A106AA G 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 16/A-6.05 40 52.0
A106AB G 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 16/A-6.05 40 52.0
A107A L / L 3' - 0" 3' - 0" 8' - 0" HM P-01 1 3/4" HM01 HM P-01 28.0 CR, DPS
A109A F / F 3' - 0" 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-12 16/A-6.05 40 54.0
A109AA F / F 3' - 0" 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-04 16/A-6.05 40 53.0
A109B F / F 3' - 0" 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-12 16/A-6.05 40 54.0
A109BA F / F 3' - 0" 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 16/A-6.05 40 53.0
A109C F / F 3' - 0" 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 16/A-6.05 40 53.0
A109CA F / F 3' - 0" 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 16/A-6.05 40 53.0
A109CB F / F 3' - 0" 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-02 16/A-6.05 45 MIN. 40 54.0
A109DA F / F 3' - 0" 3' - 0" 8' - 0" WD PL-01 1 3/4" SRC ALUM 29/A-6.03 28/A-6.03 16/A-6.05 40 54.0
A109G L 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-12 26.0
A111A NONE 3' - 0" 7' - 10" N/A N/A 0" HM04 HM P-01 NONE
A112A NONE 2' - 10" 7' - 10" N/A N/A 0" HM04 HM P-01 NONE
A115A F / F 3' - 0" 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 45 MIN. 27.0 CR SEE NOTE 21
A116C F / F 3' - 0" 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 4/A-6.03, 19/A-6.03 27.0
A117A F 3' - 0" 8' - 0" HM P-12 1 3/4" HM01 HM P-12 2/A-6.03 1/A-6.03 23.0
A117AA F 3' - 0" 7' - 0" HM P-12 1 3/4" HM02 HM P-12 13/A-6.03 42.0
A118A F 3' - 0" 7' - 0" HM P-12 1 3/4" HM02 HM P-12 45 MIN. 20 30.0
A118AA F / F 2' - 6" 2' - 6" 7' - 0" HM P-12 1 3/4" HM02 HM P-12 90 MIN. 27.0
A119AA F 3' - 0" 7' - 0" HM P-12 1 3/4" HM02 HM P-12 13/A-6.03 42.0
A119B F 3' - 0" 7' - 0" HM P-12 1 3/4" HM02 HM P-12 34.0
A119CA F 3' - 0" 7' - 0" HM P-12 1 3/4" HM02 HM P-12 40.0
A119D OSG 20' - 2" 10' - 0"99.0 SEE NOTE 25
A119E OSG 20' - 2" 10' - 0"99.0 SEE NOTE 25
A119GA F / F 3' - 0" 3' - 0" 7' - 0" HM P-12 1 3/4" HM02 HM P-12 29.0
A120A F 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 41.0
A121A F 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 42.2
A124A L 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 25.0
A125A F 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 20 30.0
B100A AF / AF 3' - 0" 3' - 0" 8' - 0" ALUM 1 3/4" NONE ALUM 15/A-6.05 20.0 CR, DPS SEE NOTE 19
B100B AF / AF 3' - 0" 3' - 0" 8' - 0" ALUM 1 3/4" NONE ALUM 15/A-6.05 20.0 CR, DPS SEE NOTE 19
B100C AF 3' - 0" 8' - 0" ALUM 1 3/4" NONE ALUM 15/A-6.05 60.0 DPS
B101A F / F 4' - 0" 4' - 0" 8' - 0" HM P-01 1 3/4" HM06 HM P-01 62.0 CR, DPS
B101AA D 3' - 0" 8' - 0" WD CLR 1 3/4" HM10C HM P-01 45 MIN. 21.0 SEE NOTE 21
B101B F / F 4' - 0" 4' - 0" 8' - 0" HM P-01 1 3/4" HM06 HM P-01 SMOKE 62.0 CR, DPS SEE NOTE 21
B101BA NONE 8' - 0" 8' - 0" N/A N/A 0" HM04 HM P-01 NONE
B101C F / F 4' - 0" 4' - 0" 8' - 0" HM P-01 1 3/4" HM06 HM P-01 SMOKE 62.0 CR, DPS SEE NOTE 21
B101CA NONE 8' - 0" 8' - 0" N/A N/A 0" HM04 HM P-01 NONE
B101D NONE 8' - 0" 8' - 0" N/A N/A 0" HM04 HM P-01 NONE
B102A F 3' - 0" 8' - 0" WD CLR 1 3/4" HM11B HM P-01 2/A-6.03 1/A-6.03 16/A-6.05 32.0 CR
B102B MILLWORK 8" 9' - 0" WD PL-01 1" NONE NONE N/A 99.0 SEE NOTE 25
B102C MILLWORK 8" 9' - 0" WD PL-01 1" NONE NONE N/A 99.0 SEE NOTE 25
B103A F 3' - 0" 8' - 0" WD CLR 1 3/4" HM30D HM P-01 4/A-6.03 3/A-6.03 16/A-6.05 30 33.0 CR
B103B F 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 16/A-6.05 30 36.0
B104A FB 4' - 0" 8' - 0" HM P-12 1 3/4" HM01 HM P-02 16/A-6.05 30 31.0 CR
B105A F 3' - 0" 8' - 0" WD CLR 1 3/4" HM10B HM P-01 2/A-6.03 1/A-6.03 16/A-6.05 30 35.0
B106A F 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 2/A-6.03 1/A-6.03 40.0
B106AA F 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 2/A-6.03 1/A-6.03 39.0
B106B F 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 2/A-6.03 1/A-6.03 40.0
B107A F 3' - 0" 8' - 0" WD CLR 1 3/4" HM10B HM P-01 2/A-6.03 1/A-6.03 16/A-6.05 30 35.0
B108A F 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 2/A-6.03 1/A-6.03 43.0
B109A F 3' - 0" 8' - 0" WD CLR 1 3/4" HM10B HM P-01 2/A-6.03 1/A-6.03 16/A-6.05 30 35.0
B111A FB 3' - 0" 8' - 0" HM P-01 1 3/4" HM01 HM P-01 16/A-6.05 31.0 CR
B112A F 3' - 0" 8' - 0" WD CLR 1 3/4" HM30B HM P-01 4/A-6.03 3/A-6.03 16/A-6.05 32.0 CR
B112B F 3' - 0" 8' - 0" WD CLR 1 3/4" HM30B HM P-01 4/A-6.03 3/A-6.03 16/A-6.05 32.0 CR
B112BA F 3' - 0" 8' - 0" WD CLR 1 3/4" HM14A HM P-01 2/A-6.03 1/A-6.03 16/A-6.05 30 35.0
B112C F 4' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 2/A-6.03 1/A-6.03 16.0
B112CA F 3' - 0" 8' - 0" WD CLR 1 3/4" HM14A HM P-01 2/A-6.03 1/A-6.03 16/A-6.05 30 35.0
B112D F 3' - 0" 8' - 0" WD CLR 1 3/4" SRC GWB P-01 27/A-6.03 26/A-6.03 64.0
B112FA F 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 17.0
B112GA F 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 4/A-6.03 3/A-6.03 42.0
B112JA F 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 2/A-6.03 1/A-6.03 17.0
B113A F 3' - 0" 8' - 0" WD CLR 1 3/4" HM10B HM P-01 2/A-6.03 1/A-6.03 16/A-6.05 30 35.0
B114A F 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 2/A-6.03 1/A-6.03 43.0
B115A F 3' - 0" 8' - 0" WD CLR 1 3/4" HM10B HM P-01 2/A-6.03 1/A-6.03 16/A-6.05 30 35.0
B116A FB 4' - 0" 8' - 0" HM P-12 1 3/4" HM01 HM P-02 16/A-6.05 30 31.0 CR
B117A F 3' - 0" 8' - 0" WD CLR 1 3/4" HM10B HM P-01 2/A-6.03 1/A-6.03 16/A-6.05 30 35.0
B118A F 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 2/A-6.03 1/A-6.03 40.0
B118AA F 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 2/A-6.03 1/A-6.03 39.0
B118B F 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 2/A-6.03 1/A-6.03 40.0
B119A F 3' - 0" 8' - 0" WD CLR 1 3/4" HM30D HM P-01 4/A-6.03 3/A-6.03 16/A-6.05 30 33.0 CR
B119B F 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 16/A-6.05 30 36.0
B119C N 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 65.0
B120A F 3' - 0" 8' - 0" WD CLR 1 3/4" HM11B HM P-01 2/A-6.03 1/A-6.03 16/A-6.05 32.0 CR
B120B MILLWORK 8" 9' - 0" WD PL-01 1" NONE NONE 99.0 SEE NOTE 25
B120C MILLWORK 8" 9' - 0" WD PL-01 1" NONE NONE 99.0 SEE NOTE 25
B121A AF / AF 3' - 0" 3' - 0" 8' - 0" ALUM 1 3/4" NONE ALUM 15/A-6.05 20.0 CR, DPS SEE NOTE 19
B121B AF / AF 3' - 0" 3' - 0" 8' - 0" ALUM 1 3/4" NONE ALUM 15/A-6.05 20.0 CR, DPS SEE NOTE 19
B122A N 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 16/A-6.05 22.0
B123A N / N 3' - 0" 3' - 0" 8' - 0" WD CLR 1 3/4" HM20E HM P-01 16/A-6.03 17/A-6.03 18/A-6.05 90 MIN. 61.0 SEE NOTE 21
B123B N / N 3' - 0" 3' - 0" 8' - 0" WD CLR 1 3/4" HM20E HM P-01 16/A-6.03 17/A-6.03 18/A-6.05 90 MIN. 61.0 SEE NOTE 21
B124A G 3' - 0" 8' - 0" WD CLR 1 3/4" HM02 HM P-01 10/A-6.05 40.0
B125A F 3' - 0" 8' - 0" WD CLR 1 3/4" HM02 HM P-01 20 46.0
B125B R2 15' - 11" 10' - 4"25/A-6.05 99.0
B125C R2 15' - 11" 10' - 4"25/A-6.05 99.0
B126A NONE 5' - 0" 8' - 0" N/A N/A 0" HM05 HM P-01 9/A-6.05 NONE
B127A F / F 3' - 0" 3' - 0" 8' - 0" WD CLR 1 3/4" HM02 HM P-01 8/A-6.05 55.0
B128A NONE 3' - 0" 8' - 0" N/A N/A 0" HM05 HM P-01 NONE
B128AA NONE 3' - 8" 8' - 0" N/A N/A 0" HM05 HM P-01 9/A-6.05 NONE
B128B F 3' - 0" 8' - 0" WD CLR 1 3/4" HM02 HM P-01 56.0
B129A NONE 5' - 0" 8' - 0" N/A N/A 0" HM05 HM P-01 9/A-6.05 NONE
B129AA F 3' - 0" 8' - 0" WD CLR 1 3/4" HM02 HM P-01 58.0
B131A NONE 3' - 0" 8' - 0" N/A N/A 0" HM05 HM P-01 NONE
B131AA NONE 3' - 8" 8' - 0" N/A N/A 0" HM05 HM P-01 9/A-6.05 NONE
B131B F 3' - 0" 8' - 0" WD CLR 1 3/4" HM02 HM P-01 56.0
B132A F 3' - 0" 8' - 0" WD CLR 1 3/4" HM02 HM P-01 57.0
B133A F / F 2' - 0" 2' - 0" 8' - 0" WD CLR 1 3/4" HM02 HM P-01 21/A-6.05 90 MIN. 27.0 SEE NOTE 21
B133AA L / L 2' - 6" 2' - 6" 7' - 0" HM P-01 1 3/4" HM01 HM P-01 28.0 CR, DPS
B133BA F 2' - 6" 7' - 0" HM P-01 1 3/4" HM01 HM P-01 90 MIN. 23.0 SEE NOTE 21
B135A NONE 5' - 9" 8' - 0" N/A N/A 0" HM04 HM P-01 NONE
B136A NONE 5' - 9" 8' - 0" N/A N/A 0" HM04 HM P-01 NONE
B137A L 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 25.0
B138A F 3' - 0" 8' - 0" WD CLR 1 3/4" HM10B HM P-01 2/A-6.03 1/A-6.03, 3/A-6.03 16/A-6.05 37 48.0 SEE NOTE 20
B138AA F 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 39.0
B139A F 3' - 0" 8' - 0" WD CLR 1 3/4" HM10D HM P-01 2/A-6.03 1/A-6.03 16/A-6.05 37 48.0
B140A D 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 21.0
B140AA F 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 24.0
B140B D 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 21.0
B141A F 3' - 0" 8' - 0" WD CLR 1 3/4" HM10D HM P-01 2/A-6.03 1/A-6.03 16/A-6.05 37 48.0 SEE NOTE 20
C100A F / F 4' - 0" 4' - 0" 8' - 0" HM P-04 1 3/4" HM06 HM P-04 SMOKE 62.0 CR, DPS SEE NOTE 21
C100AA NONE 8' - 0" 8' - 0" N/A N/A 0" HM04 HM P-04 20/A-6.05 NONE
C100B F / F 4' - 0" 4' - 0" 8' - 0" HM P-04 1 3/4" HM06 HM P-04 SMOKE 62.0 CR, DPS SEE NOTE 21
C100BA NONE 8' - 0" 8' - 0" N/A N/A 0" HM04 HM P-04 20/A-6.05 NONE
C100C F / F 4' - 0" 4' - 0" 8' - 0" HM P-04 1 3/4" HM06 HM P-04 20/A-6.05 62.0 CR, DPS
C100CA NONE 8' - 0" 8' - 0" N/A N/A 0" HM04 HM P-04 NONE
C100D F / F 4' - 0" 4' - 0" 8' - 0" HM P-04 1 3/4" HM06 HM P-04 20/A-6.05 62.0 CR, DPS
C100DA NONE 8' - 0" 8' - 0" N/A N/A 0" HM04 HM P-04 NONE
C101A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
C101B F 3' - 0" 7' - 0" WD CLR 1 3/4" HM13 HM P-01 16/A-6.05 37 47.0 SEE NOTE 9
C102A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
C102B F 3' - 0" 7' - 0" WD CLR 1 3/4" HM13 HM P-01 16/A-6.05 37 47.0 SEE NOTE 9
C103A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0
C104A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0
C105A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
C105B F 3' - 0" 7' - 0" WD CLR 1 3/4" HM13 HM P-01 16/A-6.05 37 47.0 SEE NOTE 9
C106A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
C106AA G 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 30 44.0
C107A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
C107B F 3' - 0" 7' - 0" WD CLR 1 3/4" HM13 HM P-01 16/A-6.05 37 47.0 SEE NOTE 9
C108A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
C108B F 3' - 0" 7' - 0" WD CLR 1 3/4" HM13 HM P-01 16/A-6.05 37 47.0 SEE NOTE 9
C109A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
C110A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0
C111A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
C112A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
C113A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
C113B F 3' - 0" 7' - 0" WD CLR 1 3/4" HM13 HM P-01 16/A-6.05 37 47.0 SEE NOTE 9
C114A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
C114AA F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 42.0
C114BA F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 39.0
C115A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
C115B F 3' - 0" 7' - 0" WD CLR 1 3/4" HM13 HM P-01 16/A-6.05 37 47.0 SEE NOTE 9
C116A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 16/A-6.05 30 35.0
C117A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
C118A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 42.0
C119A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10B HM P-01 20 46.0 SEE NOTE 20
C119B F 3' - 0" 7' - 0" WD CLR 1 3/4" HM13 HM P-01 16/A-6.05 37 47.0 SEE NOTE 9
C120A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 42.0
C121A NONE 3' - 4" 7' - 0" N/A N/A 0" HM04 HM P-01 NONE
C122A NONE 3' - 4" 7' - 0" N/A N/A 0" HM04 HM P-01 NONE
C123A L 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 25.0
C125A F 3' - 0" 8' - 0" WD CLR 1 3/4" HM12B HM P-01 20 46.0
C125B G 3' - 0" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 30 44.0
C126A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 45 MIN. 0 23.0 SEE NOTE 21
C127A F / F 2' - 6" 2' - 6" 8' - 0" WD CLR 1 3/4" HM01 HM P-01 90 MIN. 27.0 SEE NOTE 21
C128A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 23.0
C129A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10A HM P-01 30 38.0
C129B F 3' - 0" 7' - 0" WD CLR 1 3/4" HM10A HM P-01 30 38.0
C130A L / L 2' - 6" 2' - 6" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 28.0 CR, DPS
C131A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 42.1
C132A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 42.1
C133A F 3' - 0" 7' - 0" WD CLR 1 3/4" HM01 HM P-01 23.0
DOOR GENERAL NOTES
1 ALL INTERIOR AND EXTERIOR HM ASSEMBLIES SHALL BE SHOP PRIMED FOR FIELD PAINTING. ALL HM ASSEMBLIES TO BE INSTALLED IN EXTERIOR WALLS SHALL BE SHOP GALVANIZED AS WELL. SEE SPECIFICATIONS (081113).
2 PROVIDE SEALANT ALONG THE ENTIRE PERIMETER OF HOLLOW METAL FRAMES, BOTH SIDES OF WALL. SEALANT SHOULD BE FIELD PAINTED TO MATCH FRAME/DOOR COLOR. SEE SPECIFICATIONS (081113).
3 PROVIDE MANUFACTURER'S STANDARD DOOR UNDERCUTS AS REQUIRED TO SUIT THRESHOLD CONDITIONS, U.O.N. AT FIRE RATED OPENINGS, ALL UNDERCUTS SHALL COMPLY WITH NFPA REQUIREMENTS.
4 ALL KICK PLATES ARE TO BE INSTALLED ON PUSH SIDE OF DOOR.
5 ALL STOPS TO BE LOCATED ON LEAST PUBLIC SIDE OF ANY GLAZED ASSEMBLY, H.M. FRAME, & DOORS.
7 SEE WALL SECTIONS AND EXTERIOR DETAILS FOR DOOR DETAILS AT EXTERIOR DOORS.
8 ALL TRESHOLDS (METAL, STONE, RESILIENT, ETC) SHALL BE AAB COMPLIANT.
9 ALL STC 37+ DOORS, PROVIDE ADHESIVE GASKETING AND DOOR SHOE. REFER TO SPECIFICATIONS.
10 ALL STC 47+ DOORS, FRAMES AND GASKETS SHALL PROVIDED BY ACOUSTIC DOOR MANUFACTURER. REFER TO SPECIFICATIONS.
11 SEE SHEET A-6.02 FOR DOOR AND FRAME TYPES, AND SILL DETAILS.
12 SEE SHEET A-6.03 FOR DOOR HEAD AND JAMB DETAILS.
13 COORDINATE CARD READERS WITH SECURITY (E-5 SERIES) DRAWINGS AND DOOR HARDWARE REQUIREMENTS (08 7100).
14 VERIFY ALL OVERHEAD DOOR SIZES WITH MANUFACTURER.
15 VERIFY DOOR SWING / HINGE LOCATIONS WITH PLANS.
16 REFER TO SHEET A-6.02 FOR MOUNTING HEIGHTS OF LEVERS AND EXIT DEVICES.
17 LABELED DOORS REQUIRING UNDERCUTS SHALL HAVE A MAXIMUM 5/8" UNDERCUT (CLEAR). COORDINATE WITH FLOOR FINISHES.
18 SEE SHEET A-6.02 FOR HARDWARE MOUNTING. SEE SPECIFICATION SECTIONS 08 7100 FOR DOOR HARDWARE AND DOOR HARDWARE SETS.
19 PROVIDE APPLIED SECURITY FILM AT EXTERIOR DOORS AND SIDELIGHTS AS NOTED. SEE SPECIFICATION SECTION 08 8000
20 PROVIDE 1-3/4" APPLIED REFLECTIVE NUMBERS AT TOP OF DOOR FRAME CORRESPONDING TO ROOM LOCATION AT ALL CLASSROOMS AND RESOURCE ROOMS
21 SMOKE DOORS: THE CLEARANCES BETWEEN THE TOP AND VERTICAL EDGES OF THE DOOR AND DOOR FRAME, AND THE MEETING EDGES OF DOORS SWINGING IN PAIRS, SHALL BE 1/8" ± 1/16" FOR STEEL DOORS AND SHALL
NOT EXCEED 1/8" FOR WOOD DOORS.
22 DOOR # EXT15 - COMMUNICATING FRAME WITH WIRE MESH SECURITY GRILLE. SEE NOTE 24.
23 EXTERIOR DOORS AND FRAMES. SEE SPECIFICATIONS FOR TYPE. SEE NOTE 24.
24 AT ALL EXIT DOORS, PROVIDE 1-3/4" APPLIED REFLECTIVE NUMBERS AT TOP OF DOOR HEAD CORRESPONDING TO EXIT NUMBER.
25 DOORS PROVIDED BY MILLWORKER.
A B
C
D
2 2/12/21 ADDENDUM 2
8 3/1/21 ADDENDUM 8
8
8
8
8
PULL SIDE PUSH SIDE
DOOR CLOSER, COORDINATE
MOUNTING WITH DEGREE OF
SWING AS INDICIATED ON PLANS
STANDARD-DUTY KICK PLATE (PUSH SIDE) - REF. HARDWARE SETS
EXIT DEVICE
SEE SPECIFICATION SECTIONS 087100 AND 080671 FOR DOOR HARDWARE AND DOOR HARDWARE SETS.COORD. WITH EXIT DEVICE3' - 0" MIN. - 3' - 2" MAX.10"EXIT DEVICE3' - 2" MAXTYP. HARDWARE MOUNTING
STANDARD-DUTY MOP PLATE (PULL SIDE) - REF. HARDWARE SETS
WIDTH OF PLATES:
PUSH SIDE: 2" LESS THAN DOOR WIDTH, U.N.O.
PULL SIDE: 1-1/2" LESS THAN DOOR WIDTH, U.N.O.
LEVER 4"HM01
HM11AHM10A
2" 2' - 10"
2"
SEE SCHED. 2"SEE SCHEDULE2"2"2' - 2"2"HM11B
2" 1' - 10"
2"
SEE SCHED. 2"SEE SCHEDULE2"2"2' - 2"2"2" 1' - 10"
2"
SEE SCHED. 2"SEE SCHEDULE2"2"2' - 2"2"DOOR FRAME TYPES
A
A
A
A
B
BSEE SCHEDULE2"SEE SCHED.2"2"HM20E
2"
1' - 8"
2"
SEE SCHED.
2"
1' - 8"
2"
E E
HM30B
2" 3' - 9" 2" 3' - 9" 2"SEE SCHED.2"SEE SCHEDULE2"2' - 2"2"2"B B
B B4"SEE SCHEDULEHM02
2"SEE SCHED.2"
HM05 HM064"SEE SCHEDULE2"SEE SCHED.2"2"SEE SCHED.2"2"SEE SCHEDULEHM10B
2" 2' - 10"
2"
SEE SCHED. 2"SEE SCHEDULE2"2"2' - 2"2"B
B
HM40 (EXTERIOR)
2" 1' - 6"
2"
SEE SCHED. 2"SEE SCHEDULE2"2"2' - 2"2"HM40B (EXTERIOR)
2" 1' - 6"
2"
SEE SCHED. 2"SEE SCHEDULE2"2"D
D
INSULATED METAL
PANEL, PAINT TO
MATCH FRAME.
HM04
2"SEE SCHED.2"2"SEE SCHEDULEHM10C
2" 2' - 10"
2"
SEE SCHED. 2"SEE SCHEDULE2"2"2' - 2"2"C
C
SRCSEE SCHED.SEE SCHED.
HM13
2" 3' - 11"
2"SEE SCHEDULE 2"SEE SCHEDULE4"BL01A
HM14A
2" 1' - 6"
2"
SEE SCHED. 2"SEE SCHEDULE2"2"2' - 2"2"A
A
B
B
HM12B
2" 3' - 8"
2"
SEE SCHED. 2"SEE SCHEDULE2"2"2' - 2"2"HM30D
2" 3' - 9" 2" 3' - 9" 2"SEE SCHED.2"SEE SCHEDULE2"2' - 2"2"2"D D
D D
INSULATED
GLAZING UNITS TO
MATCH CURTAIN
WALL.
HM10D
2" 2' - 10"
2"
SEE SCHED. 2"SEE SCHEDULE2"2"2' - 2"2"D
D
HM20B SEE SCHEDULE2"
1' - 8"
2"
SEE SCHED.
2"
1' - 8"
2"2"2' - 2"2"2"BB
B B
B
B
4"6' - 6"2"4"SEE SCHEDULEDOUBLE RABBET DOUBLE RABBET CASED OPENING CASED OPENING SINGLE RABBET SEE DETAILS
2
2
2
F
FLUSH
N
NARROW LIGHT
OC
OVERHEAD COILING
(INSULATED)
L
FLUSH W/
LOUVER
LOUVER
SEE SCHEDULESCHED.
SEE
6"1' - 0"1' - 0"6"
OSG
OVERHEAD VERTICAL LIFT
SECTIONAL GLASS
SEE SCHEDULE
SEE SCHEDULESCHED.
SEE
SCHED.
SEE
SEE SCHEDULESEE SCHEDULE2' - 9"AFF MAX3' - 6"6" 3"
FG2
FULL GLASS
TWO PANEL10"6"6"SEE SCHEDULE3' - 6"6"6"
SCHED.
SEE
D
DUTCH
SCHED.
SEE
SEE SCHEDULE3' - 3"G
HALF GLASS
DOOR PANELS TYPES
GLOVE SHELF
AB
B
R1
FOLDING
SECTIONAL
GLASS
SCHED.
SEE
SEE SCHEDULEFB
FLUSH
BULLET-RESISTANT
(REFER TO
SPECIFICATIONS)
AF
ENTRANCE DOORS
TWO PANEL10"5"5"SEE SCHEDULE3' - 4 1/2"5"5"
SCHED.
SEE
R2
FOLDING
SECTIONAL
GLASSSEE SCHEDULESEE SCHEDULE
SEE SCHEDULESEE SCHEDULE
SEE SCHEDULE
SEE SCHEDULE6"6"6"SCHED.
SEE
3' - 6"B
AT PREP RMS.
AT MUSIC RMS.
INSULATING GLASS
UNITS TO MATCH
CURTAIN WALL.
INSULATING GLASS UNITS - REFER TO
SPECIFICATIONS FOR TYPE
INSULATING GLASS UNITS - REFER TO
SPECIFICATIONS FOR TYPE
INTERIOR GLAZING SCHEDULE
SEE SPECIFICATION SECTION 08 0002 (GLASS AND GLAZING), 08 8813 (FIRE-RATED GLAZING) AND
08 8853 (SECURITY GLAZING) FOR GLAZING TYPES.
A
B
1/4" FULLY TEMPERED CLEAR GLASS
C
1/2" LAMINATED (1/4" + 1/4") STC 39
D
45 MIN. RATED CERAMIC GLASS PER SYSTEM - AT RATED WALLS
E 2 HOUR RATED LAMINATED CERAMIC SAFETY GLASS PER SYSTEM - AT RATED WALLS
1/8" GLASS, .030" PVB, 1/8" GLASS, 2" MIN. AIRSPACE, 1/4" FULLY TEMPERED CLEAR
GLASS, WITH SEALANT AT ALL GLAZING/FRAME CONNECTIONS
F POLYCARBONATE SECURITY GLAZING - AT SECURITY WINDOWS
2
BL02
BORROWED LIGHT TYPES
BL03 BL04 BL05 BL06
7' - 11 5/8"SCHED.REF.2"4' - 2"2"2"5' - 8"2"
2"7' - 8"2"REF. SCHED.2"2' - 4"2"5' - 0"2' - 8"4' - 6"SCHED.REF.1 3/8"3' - 6 1/2"SCHED.REF.1 1/2"2' - 9"1 1/2"4' - 11 7/8"2" 1' - 5" 2"9 7/8"2"SLIDING
TRANSACTION
WINDOW
B
AA
DE
BULLET PROOF
TRANSACTION WINDOW,
REFER TO DETAILS AND
SPECS
BL02A
B
BL01A
B
BL07SCHED.REF.2"2' - 8"2"2" 2' - 8" 2"3' - 0"BL12 BL14
D D B B B
8' - 2"A
SCHED.REF.2"5' - 7 5/8"2"5' - 11 5/8"E
BL13
D D
2" 2' - 10" 2" 2' - 10" 2"2" 3' - 9" 2" 3' - 10" 2" 3' - 9" 2"2" 3' - 9" 2" 3' - 9" 2"2"7' - 10"2"8' - 2"2"7' - 10"2"8' - 2"2"7' - 10"2"REF. SCHED.2"1' - 6 5/8"2"4"3' - 9"4"2"7' - 8"2"2' - 0"2"3' - 8"2"8' - 0"D
BL08 BL09 BL10
D D D D D
2" 3' - 9" 2" 3' - 9" 2"2" 3' - 9" 2" 3' - 10" 2" 3' - 9" 2"2' - 0"2"7' - 8"2"8' - 0"2"7' - 8"2"2' - 0"8' - 0"B
4' - 0"
BL15BL11
B B
2" 3' - 9" 2" 3' - 9" 2"2"7' - 10"2"8' - 2"D
2" 2' - 11" 2"
BL162"7' - 10"2"8' - 2"2"7' - 10"2"8' - 2"F
PULL SIDE PUSH SIDE
DOOR CLOSER, COORDINATE
MOUNTING WITH DEGREE OF
SWING AS INDICATED ON PLANS
STANDARD-DUTY KICK PLATE (PUSH SIDE) - REF. HARDWARE SETS
PUSH PLATE
SEE SPECIFICATION SECTIONS 087100 AND 080671 FOR DOOR HARDWARE AND DOOR HARDWARE SETS.3' - 2" O.C.10"3' - 2" O.C.TYP. HARDWARE MOUNTING - PUSH/PULL
WIDTH OF PLATES:
PUSH SIDE: 2" LESS THAN DOOR WIDTH, U.N.O.
PULL SIDE: 1-1/2" LESS THAN DOOR WIDTH, U.N.O.
PULL PLATE3' - 2" O.C.PULL SIDE PUSH SIDE
DOOR CLOSER, COORDINATE
MOUNTING WITH DEGREE OF
SWING AS INDICATED ON PLANS
3' - 2" O.C.OFFSET PULL PUSH BAR
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/13/2021 3:16:08 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-6.02
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
DOOR, FRAME, AND
GLAZING TYPES
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
GLAZING NOTES
1 UNLESS OTHERWISE NOTED, LOCATE GLAZING STOPS AT HOLLOW METAL ASSEMBLIES ON LEAST PUBLIC SIDE OF FRAME / ROOM.
COORDINATE WITH PLANS, DETALS, AND SCHEDULES.
2 VERIFY ALL OPENING DIMENSIONS IN FIELD PRIOR TO FABRICATION.
3 ALL GLAZING AT NON FIRE RATED FRAMES TO BE TYPE "B", UNLESS OTHERWISE NOTED.
4 ALL GLAZING AT STC 40+ DOOR FRAMES TO BE TYPE "B", UNLESS OTHERWISE NOTED.
DOOR FRAME GENERAL NOTES
1 SEE DOOR SCHEDULE FOR FRAME TYPES. SEE ALSO PLANS FOR BORROWED LIGHT LOCATIONS.
2 SEE FRAME ELEVATIONS FOR MULLION FACE WIDTHS.
3 COORDINATE HOLLOW METAL DOOR, SIDELIGHT, AND BORROWED LIGHT FRAME THROAT WITH PLANS AND PARTITION TYPES.
4 HOLLOW METAL FRAMES RECEIVING PAINTED FINISH SHALL BE SEMI-GLOSS PAINT FINISH UNLESS NOTED OTHERWISE. SEE AF- SERIES
FINISH PLANS FOR COLORS.
5 UNLESS NOTED OTHERWISE, GLAZING STOPS SHALL BE LOCATED ON THE NON-PUBLIC SIDE OF THE DOOR / FRAME.
6 ALL FRAMES SHALL BE FULLY WELDED PER SPECIFICATIONS. FRAMES ASSEMBLED IN FIELD SHALL BE FULLY WELDED, SEALED WITH
REPAIR PUTTY, AND GROUND SMOOTH PRIOR TO PAINTING.
7 GLAZING INSTALLED IN ACOUSTICALLY RATED FRAME OR DOOR SHALL ALSO BE ACOUSTICALLY RATED.
8 REGARDLESS OF ACOUSTICAL RATING OF WALL, ALL FRAME HEAD AND JAMBS SHALL BE PACKED WITH MINERAL WOOL.
9 FRAMES DEEPER THAN 6 1/2" SHALL BE SPOT WELDED AT CORNERS ON THE NON-EXPOSED FACE.
10 SEE INTERIOR ELEVATIONS FOR WINDOW SHADES.
11 REFER TO SPECIFICATIONS FOR HARDWARE SETS AND ADDITIONAL INFORMATION
A B
C
D
INTERIOR WINDOW SCHEDULE
TYPE MARK WIDTH HEIGHT SILL HEIGHT
FRAME DETAILS
LOCATIONS/COMMENTSMAT'L FINISH JAMB HEAD SILL
BL01A 4' - 3" 1' - 10 5/8" 8' - 8 3/4" HM P-01 3/A-6.04 5/A-6.04 2/A-6.04 GENERAL CR
BL02 5' - 0" 4' - 5" 2' - 10 1/8" HM P-01 3/A-6.04 5/A-6.04 2/A-6.04 GENERAL CR
BL02A 5' - 0" 1' - 10 1/4" 8' - 7 3/4" HM P-01 3/A-6.04 5/A-6.04 2/A-6.04 GENERAL CR
BL03 7' - 11 5/8" 5' - 11 5/8" 1' - 11 7/8" HM P-01 14/A-6.04 15/A-6.04 13/A-6.04 GYMNASIUM B123 CLERESTORY
BL04 6' - 0" 4' - 6" 2' - 10" HM P-01 7/A-6.04 9/A-6.04 11/A-6.04 RECORDING B205A
BL05 8' - 0" 2' - 8" 3' - 2" HM P-01 17/A-6.04 16/A-6.04 18/A-6.04 NURSE OFFICE
BL06 3' - 0" 3' - 0" 2' - 10" HM P-02 20/A-6.04 19/A-6.04 19/A-6.04 ENTRY VESTIBULES
BL07 3' - 0" 3' - 0" 3' - 0" HM P-01 22/A-6.04 23/A-6.04 21/A-6.04 NURSE OFFICE, KITCHEN OFFICE
BL08 4' - 0" 8' - 0" 2' - 0" HM P-01 7/A-6.04 9/A-6.04 11/A-6.04 MEDIA CENTER
BL09 8' - 0" 8' - 0" 2' - 0" HM P-01 7/A-6.04 9/A-6.04 11/A-6.04 MEDIA CENTER
BL10 12' - 0" 8' - 0" 2' - 0" HM P-01 7/A-6.04 9/A-6.04 11/A-6.04 MEDIA CENTER
BL11 8' - 0" 8' - 2" 0" HM P-01 4/A-6.04 5/A-6.04 1/A-6.04 MAKER SPACES, IEP CONFERENCE B207
BL12 8' - 0" 8' - 2" 0" HM P-01 8/A-6.04 10/A-6.04 6/A-6.04 IEP CONFERENCE B201
BL13 6' - 2" 8' - 2" 0" HM P-01 12/A-6.04 9/A-6.04 6/A-6.04 ART CR
BL14 12' - 0" 8' - 2" 0" HM P-01 4/A-6.04 5/A-6.04 1/A-6.04 FLEXIBLE LEARNING B200A
BL15 4' - 0" 8' - 2" 0" HM P-01 4/A-6.04 5/A-6.04 1/A-6.04 NURSE RECPTIION - DISPLAY
BL16 3' - 3" 8' - 2" 0" HM P-01 24/A-6.04 25/A-6.04 6/A-6.04 MUISIC ROOM / MEDIA CENTER - DISPLAY
2 2/12/21 ADDENDUM 2
2
SEALANT (08_1113.11)
SEALANT (08_1113.11)
SOUND-ATTENUATION BLANKET
(09_2900.22)
CORRIDOR / MORE
PUBLIC SIDE, TYP
ROOM / MORE
PRIVATE SIDE, TYP
CORNER BEAD,
TYPICAL
SEE PARTITION TYPES FOR WALL
CONSTRUCTION INFORMATION, TYP
NON-STRUCTURAL METAL
FRAMING (092216)
(09_2216)
TYP.
2"2"MINERAL WOOL INSULATION
(072100) (07_2100.06)
PACK TIGHT WITH
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
3 5/8" METAL STUD
FRAMING (09_2216.04)
H.M. FRAME, PAINTED
(08_1113.13)
MINERAL WOOL INSULATION
(072100) (07_2100.06)
7 1/8"
TYP.
2"
1/2"1/2"
ADHESIVE GASKETING AS SCHEDULED
H.M. JAMB ANCHOR -STUD
WALL TYPE (08_1113.07)
SEALANT (08_1113.11)
SOUND-ATTENUATION
BLANKET (09_2900.22)
CORRIDOR / MORE
PUBLIC SIDE, TYP
ROOM / MORE
PRIVATE SIDE, TYP
FT WOOD BLOCKING
(06_1000.11)
CORNER BEAD,
TYPICAL
3 5/8" METAL STUD
FRAMING (09_2216.04)
TYP.
2"
TYP.
2"2"3/4"1/2"
NON-STRUCTURAL METAL
FRAMING (092216)
(09_2216)
MINERAL WOOL
INSULATION (072100)
(07_2100.06)
PACK TIGHT WITH
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
H.M. FRAME, PAINTED
(08_1113.13)
7 3/8"
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
REFER TO:AF-1.20
CONTINUOUS 1/2"
INTERIOR SEALANT
(07_9200.08)
8
SEALANT (08_1113.11)SEALANT (08_1113.11)
SOUND-ATTENUATION
BLANKET (09_2900.22)
SEE PARTITION TYPES FOR WALL
CONSTRUCTION INFORMATION, TYP
MINERAL WOOL INSULATION
(072100) (07_2100.06)
PACK TIGHT WITH
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
NON-STRUCTURAL METAL
FRAMING (092216) (09_2216)
TYP.
1 15/16"
TYP.
2"
1/2"1/2"
GYPSUM WALL BOARD,
PAINTED (09_2900.01)2"1/2"INTERIOR HOLLOW METAL
DOOR AND FRAME (PAINTED)
(08_1113.02)
SEE PART. TYPES
VARIES
8
H.M. JAMB ANCHOR -STUD
WALL TYPE (08_1113.07)
SEALANT (08_1113.11)SEALANT (08_1113.11)
SOUND-ATTENUATION
BLANKET (09_2900.22)
TYP.
1 15/16"
TYP.
2"2"1/2"1/2"1/2"
NON-STRUCTURAL METAL
FRAMING (092216) (09_2216)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
MINERAL WOOL INSULATION
(072100) (07_2100.06)
PACK TIGHT WITH
INTERIOR HOLLOW METAL
DOOR AND FRAME (PAINTED)
(08_1113.02)
SEE PART. TYPES
VARIES U.O.N.4"ADJACENT WALL FINISH
SEALANT (08_1113.11)
SOUND-ATTENUATION
BLANKET (09_2900.22)
CORRIDOR / MORE
PUBLIC SIDE, TYP
ROOM / MORE
PRIVATE SIDE, TYP
CORNER BEAD,
TYPICAL
2"2"2"1/2"1/2"
4" METAL STUD FRAMING
(092216) (09_2216.21)
NON-STRUCTURAL METAL
FRAMING (092216) (09_2216)
BOX BEAM
H.M. FRAME, PAINTED
(08_1113.13)
4" METAL STUD FRAMING
(092216) (09_2216.21)
SEALANT (08_1113.11)
MINERAL WOOL INSULATION
(072100) (07_2100.06)
MINERAL WOOL INSULATION
(072100) (07_2100.06)
PACK TIGHT WITH
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
7 1/2"
SOUND-ATTENUATION
BLANKET (09_2900.22)
H.M. JAMB ANCHOR -STUD
WALL TYPE (08_1113.07)
FT WOOD BLOCKING
(06_1000.11)
CORNER BEAD,
TYPICAL
CORRIDOR / MORE
PUBLIC SIDE, TYP
ROOM / MORE
PRIVATE SIDE, TYP
2"2"2"1/2"1/2"
SEALANT (08_1113.11)
MINERAL WOOL INSULATION
(072100) (07_2100.06)
MINERAL WOOL INSULATION
(072100) (07_2100.06)
PACK TIGHT WITH
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
H.M. FRAME, PAINTED
(08_1113.13)
SEALANT (08_1113.11)
4" METAL STUD FRAMING
(092216) (09_2216.21)
NON-STRUCTURAL METAL
FRAMING (092216) (09_2216)
7 1/2"
8" CMU BOND BEAM
(04_2000.55)
8" CONCRETE MASONRY
UNIT (CMU) (04_2000.01)
GROUT SOLID
SEALANT, TYP (AT BOTH SIDES)
2"2"3/8"4"H.M. FRAME, PAINTED
(08_1113.13)
7 5/8"
H.M. JAMB ANCHOR -MASONRY
TYPE
SEALANT, TYP (AT BOTH SIDES)
GROUT SOLID
8" CONCRETE MASONRY
UNIT (CMU) (04_2000.01)
2"2"3/8"2"VARIES
H.M. JAMB ANCHOR -MASONRY
TYPE (08_1113.05)2"3/8"2"2"
INTERIOR HOLLOW METAL FRAME
(PAINTED) (08_1113.04)
SEALANT, TYP (AT BOTH SIDES)
GROUT SOLID
12" CONCRETE MASONRY UNIT
(CMU) (04_2000.50)
11 5/8"
H.M. FRAME, PAINTED
(08_1113.13)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
SEALANT (08_1113.11)
H.M. JAMB ANCHOR -STUD
WALL TYPE (08_1113.07)
SEALANT (08_1113.11)
CORRIDOR / MORE
PUBLIC SIDE, TYP
ROOM / MORE
PRIVATE SIDE, TYP
3 5/8" METAL STUD
FRAMING (09_2216.04)
SEALANT (08_1113.11)
TYP.
2"2"1/2"
H.M. FRAME, PAINTED
(08_1113.13)
7 1/8"
FT WOOD BLOCKING
(06_1000.11)
CORRIDOR / MORE
PUBLIC SIDE, TYP
ROOM / MORE
PRIVATE SIDE, TYP
NON-STRUCTURAL METAL
FRAMING (092216)
(09_2216)
EZY JAMB SRC SINGLE-
RABBET DOOR FRAME,
PAINTED
FRT WOOD STUDS,
NOTCH AS REQUIRED
FOR CONCEALED HINGES
TAPE/SPACKLE AND
PAINT TO MATCH WALL
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
VARIES
1 7/8"
PARTITION AS
SCHEDULED
CORRIDOR / MORE
PUBLIC SIDE, TYP
ROOM / MORE
PRIVATE SIDE, TYP
NON-STRUCTURAL METAL
FRAMING (092216)
(09_2216)
EZY JAMB SRC SINGLE-
RABBET DOOR FRAME,
PAINTED
FRT WOOD HEADER
TAPE/SPACKLE AND
PAINT TO MATCH WALL
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
VARIES
1 7/8"
PARTITION AS
SCHEDULED
CORRIDOR SIDEROOM SIDE
NON-STRUCTURAL METAL
FRAMING (092216)
(09_2216)
FRY REGLET HD DOOR
FRAME
TAPE/SPACKLE AND
PAINT TO MATCH WALL
5/8 GYPSUM WALL BOARD,
PAINTED (09_2900.23)
PARTITION AS
SCHEDULED
20 GA. STEEL STUD
4 7/8"
FORMICA HARDSTOP
PANELS BONDED TO
SUBSTRATE
SILICONE JOINT
CORRIDOR SIDEROOM SIDE
TAPE/SPACKLE AND
PAINT TO MATCH WALL
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
4 7/8"
PARTITION AS
SCHEDULED
FRY REGLET HD DOOR
FRAME
20 GA. STEEL STUD
FORMICA HARDSTOP
PANELS BONDED TO
SUBSTRATE
SILICONE JOINT
B24
WALL/CEILING EXPANSION
JOINT COVER
(07_9513.13.02)
WALL/CEILING EXPANSION
JOINT COVER
(07_9513.13.02)
LGMF BOX BEAM
FT WOOD BLOCKING
(06_1000.11)
CMU BOND BEAM, SEE
STRUCTURAL DRAWINGS
FOR SIZE AND
REINFORCING (04_2000.24)
HARDWOOD TRIM WITH
CLEAR FINISH (06_4000.02)2"9 1/2"
3/4"
INTERIOR HOLLOW METAL
DOOR AND FRAME
(PAINTED) (08_1113.02)3/8"4"B24
WALL/CEILING EXPANSION
JOINT COVER
(07_9513.13.02)
12" CONCRETE MASONRY
UNIT (CMU) (04_2000.50)
3 5/8" METAL STUD
FRAMING (09_2216.04)
5/8 GYPSUM WALL BOARD,
PAINTED (09_2900.23)
PAINTABLE SEALANT
REMOVABLE GLAZING STOP
GLAZING AS SCHEDULED
H.M. FRAME, PAINTED
(08_1113.13)
HARDWOOD TRIM WITH
CLEAR FINISH (06_4000.02)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
9 1/2"2"
3/4"2"RUBBER VENTED BASE
(09_6466.12)
11 5/8"
2"2"
SEALANT (08_1113.11)3/8"DASHED LINE INDICATES
EXPANSION JOINT IN
STRUCTURE ABOVE
8
CMU BOND BEAM, SEE
STRUCTURAL DRAWINGS
FOR SIZE AND
REINFORCING (04_2000.24)
CMU WALL, SEE PLAN FOR
TYPE (04_2000.51)
SEALANT, TYP (AT BOTH SIDES)
2"2"3/8"4"H.M. FRAME, PAINTED
(08_1113.13)7 5/8"
8
CMU BOND BEAM, SEE
STRUCTURAL DRAWINGS
FOR SIZE AND
REINFORCING (04_2000.24)
CMU WALL, SEE PLAN FOR
TYPE (04_2000.51)
SEALANT, TYP (AT BOTH SIDES)
2"3/8"4"INTERIOR HOLLOW METAL
FRAME (PAINTED)
(08_1113.04)11 5/8"
2"
8
H.M. JAMB ANCHOR -MASONRY
TYPE (08_1113.05)2"3/8"2"H.M. FRAME, PAINTED (08_1113.13)
GROUT SOLID
2"
7 5/8"
SEALANT (08_1113.11)
8
BULLNOSE CMU SHAPE AT
JAMB, TYPICAL (04_2000.56)
SECOND FLOOR
+41' -6 3/8"
P.1
AXLE
STEEL LINTEL (SEE STRUCTURAL
DRAWINGS) (05_1200.11)
6" CONCRETE MASONRY UNIT
(04_2000.10)
STEEL LINTEL (SEE STRUCTURAL
DRAWINGS) (05_1200.11)
G12A
MOTOR
DOOR IN OPEN POSITION
PROVIDE DISCONTINUOUS WOOD
BLOCKING AS REQUIRED TO MOUNT
MOTOR
WALL-MOUNTED RADIANT PANEL
(23_0000.03)
B24
ELECTRICAL
B133
CORRIDOR
B134
J.3
ARCHITECTURALLY
EXPOSED
STRUCTURAL STEEL,
PAINTED (SEE
STRUCTURAL
DRAWINGS FOR
ADDITIONAL
INFORMATION)
(05_1200.01)
G12-2
22
A-6.05
1" Z-FURRING (09_2216.13)
21
A-6.05
H.M. FRAME, PAINTED
(08_1113.13)
11 5/8"
3/4"
H.M. JAMB ANCHOR -
MASONRY TYPE
(08_1113.05)
SEALANT (08_1113.11)
12" CONCRETE MASONRY
UNIT (CMU) (04_2000.50)
BULLNOSE CMU SHAPE AT
JAMB, TYPICAL
(04_2000.56)
A2
ALUMINUM-FACED COMPOSITE
WALL PANEL SYSTEM (074213.23)
(07_4213.23.01)
BENT METAL PANEL COPING
(07_4213.23.12)
AXLE
DOOR TRACK
COUNTERWEIGHT COVER
MOTOR
FT WOOD BLOCKING (06_1000.11)
DOOR IN OPEN POSITION
OPEN ASSIST CAM
DOOR IN OPEN POSITION
P.1
DOOR TRACK
COUNTERWEIGHT COVER
3/8" x 3-1/2" EXPANSION
FASTENER
MOTORIZED TRACK
12" CONCRETE MASONRY UNIT
(CMU) (04_2000.50)
GROUT SOLID (04_2000.47)
25
A-6.05
RUBBER VENTED BASE
(09_6466.12)
H.M. JAMB ANCHOR -STUD
WALL TYPE (08_1113.07)
SEALANT (08_1113.11)SEALANT (08_1113.11)
SOUND-ATTENUATION
BLANKET (09_2900.22)
NON-STRUCTURAL METAL
FRAMING (092216)
(09_2216)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
GYPSUM WALL BOARD,
PAINTED (09_2900.01)
MINERAL WOOL INSULATION
(072100) (07_2100.06)
PACK TIGHT WITH
1 3/8"1/2"3/4"2"1 15/16"
H.M. JAMB ANCHOR -MASONRY
TYPE
SEALANT, TYP (AT BOTH SIDES)
8" CONCRETE MASONRY
UNIT (CMU) (04_2000.01)
2"3/8"2"7 1/8"
H.M. FRAME, PAINTED
(08_1113.13)
2"3/8"4"7 1/8"
H.M. FRAME, PAINTED
(08_1113.13)
6" CONCRETE MASONRY UNIT
(04_2000.10)
CMU BOND BEAM, SEE
STRUCTURAL DRAWINGS FOR
SIZE AND REINFORCING
(04_2000.24)
5/8 GYPSUM WALL BOARD,
PAINTED (09_2900.23)
SEALANT (08_1113.11)
SEALANT (08_1113.11)
SOUND-ATTENUATION
BLANKET (09_2900.22)
CORRIDOR / MORE
PUBLIC SIDE, TYP
ROOM / MORE
PRIVATE SIDE, TYP
CORNER BEAD, TYPICAL
(09_2900.07)
NON-STRUCTURAL METAL
FRAMING (092216)
(09_2216)2"MINERAL WOOL INSULATION
(072100) (07_2100.06)
PACK TIGHT WITH
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
3 5/8" METAL STUD
FRAMING (09_2216.04)
H.M. FRAME, PAINTED
(08_1113.13)
MINERAL WOOL INSULATION
(072100) (07_2100.06)
DETAIL
REF. JAMB
1/2"
1/2"
ADHESIVE GASKETING AS SCHEDULED
GYPSUM CEILING BOARD,
PAINTED (09_2900.03)
SOUND-ATTENUATION
BLANKET (09_2900.22)
SEALANT (08_1113.11)
SOUND-ATTENUATION
BLANKET (09_2900.22)
SEE PARTITION TYPES FOR WALL
CONSTRUCTION INFORMATION, TYP
MINERAL WOOL INSULATION
(072100) (07_2100.06)
PACK TIGHT WITH
1/2"2"1/2"H.M. FRAME, PAINTED
(08_1113.13)7 3/8"
ADJACENT WALL FINISH
4"(2) LAYERS OF 5/8" GYPSUM
WALL BOARD, PAINTED
(09_2900.14)
(2) LAYERS OF 5/8" GYPSUM
WALL BOARD, PAINTED
(09_2900.14)
CORRIDOR / MORE
PUBLIC SIDE, TYP
ROOM / MORE
PRIVATE SIDE, TYP
TYP.
2"
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
REFER TO:AF-1.20
CONTINUOUS 1/2"
INTERIOR SEALANT
(07_9200.08)
3 5/8" METAL STUD
FRAMING (09_2216.04)3/4"
SEALANT (08_1113.11)SEALANT (08_1113.11)
SOUND-ATTENUATION
BLANKET (09_2900.22)
SEE PARTITION TYPES FOR WALL
CONSTRUCTION INFORMATION, TYP
MINERAL WOOL INSULATION
(072100) (07_2100.06)
PACK TIGHT WITH
1/2"1/2"2"1/2"H.M. FRAME, PAINTED
(08_1113.13)7 1/8"
ADJACENT WALL FINISH
4"(2) LAYERS OF 5/8"
GYPSUM WALL BOARD,
PAINTED (09_2900.14)
(2) LAYERS OF 5/8"
GYPSUM WALL BOARD,
PAINTED (09_2900.14)
CORRIDOR / MORE
PUBLIC SIDE, TYP
ROOM / MORE
PRIVATE SIDE, TYP
TYP.
2"
3 5/8" METAL STUD
FRAMING (09_2216.04)
SEALANT (08_1113.11)
SOUND-ATTENUATION
BLANKET (09_2900.22)
SEE PARTITION TYPES FOR WALL
CONSTRUCTION INFORMATION, TYP
MINERAL WOOL INSULATION
(072100) (07_2100.06)
PACK TIGHT WITH
1/2"2"1/2"H.M. FRAME, PAINTED
(08_1113.13)6 3/4"
ADJACENT WALL FINISH
4"5/8 GYPSUM WALL BOARD,
PAINTED (09_2900.23)
(2) LAYERS OF 5/8" GYPSUM
WALL BOARD, PAINTED
(09_2900.14)
CORRIDOR / MORE
PUBLIC SIDE, TYP
ROOM / MORE
PRIVATE SIDE, TYP
TYP.
2"
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
REFER TO:AF-1.20
CONTINUOUS 1/2"
INTERIOR SEALANT
(07_9200.08)
3 5/8" METAL STUD
FRAMING (09_2216.04)3/4"
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
3/1/2021 10:24:54 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
A-6.03
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
DOOR FRAME DETAILS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
1 1/2" = 1'-0"4 DOOR HEAD DETAIL
1 1/2" = 1'-0"3 DOOR JAMB DETAIL W/ TILE
1 1/2" = 1'-0"2 DOOR HEAD DETAIL
1 1/2" = 1'-0"1 DOOR JAMB DETAIL
1 1/2" = 1'-0"6 DOOR HEAD DETAIL
1 1/2" = 1'-0"5 DOOR JAMB DETAIL
1 1/2" = 1'-0"8 DOOR HEAD DETAIL
1 1/2" = 1'-0"7 DOOR JAMB DETAIL
1 1/2" = 1'-0"9 DOOR JAMB DETAIL
12" = 1'-0"15 FRAME SEALANT DETAIL
A B
C
D
1 1/2" = 1'-0"18 DOOR JAMB DETAIL1 1/2" = 1'-0"26 DOOR JAMB DETAIL
1 1/2" = 1'-0"27 DOOR HEAD DETAIL
DOOR FRAME - TYPE SRC (GWB)DOOR FRAME - TYPE SRC (ALUM)
3" = 1'-0"28 DOOR JAMB DETAIL
3" = 1'-0"29 DOOR HEAD DETAIL
1 1/2" = 1'-0"
REFERENCING VIEW: 9/ A-4.42
17 DOOR HEAD AT GYM
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-4.41
16 DOOR JAMB AT GYM
1 1/2" = 1'-0"12 DOOR HEAD DETAIL
1 1/2" = 1'-0"10 DOOR HEAD DETAIL
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-5.53
11 DOOR JAMB DETAIL
1" = 1'-0"
REFERENCING VIEW: 2/ A-4.51
20 HEAD DETAIL - NUFOLD A750
1 1/2" = 1'-0"
REFERENCING VIEW: 14/ A-4.12
19 DOOR JAMB @ ELEC. B133
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-3.11
22 DOOR HEAD AT S-2000
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-5.53
21 JAMB DETAIL - NUFOLD A750
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-5.18
23 DOOR JAMB DETAIL
1 1/2" = 1'-0"13 DOOR JAMB DETAIL
1 1/2" = 1'-0"14 DOOR HEAD DETAIL
8 3/1/21 ADDENDUM 8
1 1/2" = 1'-0"25 DOOR HEAD DETAIL
1 1/2" = 1'-0"30 DOOR JAMB DETAIL
DOOR FRAME - TYP. PASS DOORS
DOOR FRAME - TYP. CLASSROOM
1 1/2" = 1'-0"24 DOOR JAMB DETAIL
1 1/2" = 1'-0"31 DOOR JAMB DETAIL8 8 8
8
8
SEALANT, TYP
LGMF BOX BEAM
WOOD SHIM AS REQ'D
GLASS
REMOVABLE GLAZING STOP PTD. HM FRAME
EXTEND GWB INTO
THROAT, TYP
SEE PARTITION TYPES FOR WALL
CONSTRUCTION INFORMATION, TYP
CORRIDOR, OR MORE
PUBLIC SIDE
PACK TIGHT WITH MINERAL WOOL
ROOM SIDE
TYPESREF.WINDOWJAMB DETAIL
REF.
SEALANT AT ALL GLAZING/FRAME
CONNECTIONS
SEALANT, TYP
METAL STUD ANCHOR
GLASS
EXTEND GWB INTO
THROAT, TYPCORRIDOR, OR MORE
PUBLIC SIDE
ROOM SIDE
REMOVABLE GLAZING STOP
PACK TIGHT WITH MINERAL WOOL1/2"WALL TYPESREF.1/2"2"INTERIOR HOLLOW METAL
BORROWED LIGHT (PAINTED
FRAME) (08_1113.03)
2"
SEALANT AT ALL GLAZING/FRAME
CONNECTIONS2"SEALANT, TYP
METAL STUD ANCHOR
GLASS
PTD. HM FRAME
EXTEND GWB INTO
THROAT, TYP
ROOM SIDE
REMOVABLE GLAZING STOPS
PACK TIGHT WITH MINERAL WOOL
CORRIDOR, OR MORE
PUBLIC SIDE
SEALANT AT ALL GLAZING/FRAME
CONNECTIONS2" MIN1/2"CONTINUOUS 1/2" INTERIOR
SEALANT (07_9200.08)
FRT WOOD BLOCKING
3
2"2"VARIESSEALANT, TYP
GLASS
PTD. HM FRAME
EXTEND GWB INTO
THROAT, TYP
REMOVABLE GLAZING STOP ON
CORRIDOR OR MORE PUBLIC SIDE
PACK TIGHT WITH MINERAL WOOL
JAMB DETAIL
REF.
CORRIDOR, OR MORE
PUBLIC SIDE
ROOM SIDE
1/2"
WALL TYPES
REF.
1/2"TYPESREF. WINDOWSEALANT AT ALL GLAZING/FRAME CONNECTIONS
SEALANT, TYP
GLASS
PTD. HM FRAME
REMOVABLE GLAZING STOP ON ROOM SIDE, TYP
EXTEND GWB INTO
THROAT, TYP
REMOVABLE GLAZING STOP ON
CORRIDOR OR MORE PUBLIC SIDE
PACK TIGHT WITH MINERAL WOOL
ROOM SIDECORRIDOR, OR MORE
PUBLIC SIDE
SEALANT AT ALL GLAZING/FRAME CONNECTIONS
JAMB DETAIL
REF.
19
A-6.04
TRANSACTION DRAWER (REFER TO SPEC)
TRANSACTION WINDOW
(REFER TO SPEC)
1 1/2" Z-FURRING
(09_2216.14)
CMU, GROUT SOLID
(04_2000.46)
GYPSUM WALL
BOARD, PAINTED
(09_2900.01)
PRECAST BASE, REFER
TO DETAILS (04_2000.03)
NORMAN THINBRICK
VENEER (04_2000.11)
3
BULLET PROOF TRANSACTION
WINDOW WITH NATURAL VOICE
SPACER, DEAL TRAY AND SHELF
(REFER TO SPECS)
OVERSIZED, THRU-WALL
TRANSACTION DRAWER
(REFER TO SPECS)
8" NOMINAL CMU WALL, GROUT
SOLID
(REFER TO PLANS FOR TYPES)2' - 10"3' - 10" F.D.3/8"8" CMU BOND BEAM (04_2000.55)
NORMAN THINBRICK VENEER
(04_2000.11)
PRECAST BASE, REFER TO
DETAILS (04_2000.03)3/8"7 5/8"SEALANT (08_1113.11)
1 1/4"
3/4"3/4"(2) LAYERS 5/8" GWB ON METAL
FURRING, PAINTED
3
3
3
SEALANT
FT BLOCKING
3/8"3/8"SEALANT
SEALANT (08_1113.11)
GWB CORNER BEAD
ALIGN GWB WITH INSIDE OF FRAME
L-BEAD AND SEALANT
3
3
3
3
3
3
B24
REMOVABLE GLAZING STOP
GYM SIDE ROOM SIDE
FIRE-PROTECTION RATED
LAMINATED GLASS WITH
INTUMESCENT LAYER
REMOVABLE GLAZING STOP
ON ROOM SIDE
SEE PARTITION TYPES FOR WALL
CONSTRUCTION INFORMATION, TYP
120-MINUTE RATED FRAME;
PAINTED
CMU BOND BEAM, SEE
STRUCTURAL DRAWINGS
FOR SIZE AND
REINFORCING (04_2000.24)
11 5/8"2"FT WOOD BLOCKING (06_1000.11)
3 5/8" METAL STUD FRAMING
(09_2216.04)
9 1/4"2"2"
3
3
3
B24
GYM SIDEROOM SIDE
FIRE-PROTECTION RATED
LAMINATED GLASS WITH
INTUMESCENT LAYER
REMOVABLE GLAZING STOP
SEE PARTITION TYPES FOR WALL
CONSTRUCTION INFORMATION, TYP
120-MINUTE RATED FRAME;
PAINTED2"11 5/8"2"9 1/4"
FT WOOD BLOCKING (06_1000.11)
WALL/CEILING EXPANSION JOINT
COVER (07_9513.13.02)
3 5/8" METAL STUD FRAMING
(09_2216.04)
HARDWOOD TRIM WITH CLEAR
FINISH (06_4000.02)
WD. WAINSCOT
ABOVE 1/2"
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)2"SEALANT (08_1113.11)
3
3
B24
GYM SIDE ROOM SIDE
FIRE-PROTECTION RATED
LAMINATED GLASS WITH
INTUMESCENT LAYER
REMOVABLE GLAZING STOP
SEE PARTITION TYPES FOR WALL
CONSTRUCTION INFORMATION, TYP
120-MINUTE RATED
FRAME,PAINTED
INTERIOR ARCHTECTURAL
WOODWORK (06_4020)
WALL/CEILING EXPANSION JOINT
COVER (07_9513.13.02)
1X HARDWOOD APRON, EASE
EDGES AND FINISH BOTTOM
(06_4000.31)
FT WOOD BLOCKING (06_1000.11)
SEALANT (08_1113.11)
3
3
3
3
SEALANT, TYP
METAL STUD ANCHOR
GLASS
PTD. HM FRAME
EXTEND GWB INTO
THROAT, TYP
ROOM SIDE
REMOVABLE GLAZING STOPS
PACK TIGHT WITH MINERAL WOOL
CORRIDOR, OR MORE
PUBLIC SIDE
SEALANT AT ALL GLAZING/FRAME
CONNECTIONS1/2"WALL TYPESREF.1/2"2"2"2" MIN3
SEALANT, TYP
LGMF BOX BEAM
WOOD SHIM AS REQ'D
GLASS
PTD. HM FRAME
EXTEND GWB INTO
THROAT, TYP
SEE PARTITION TYPES FOR WALL
CONSTRUCTION INFORMATION, TYP
REMOVABLE GLAZING STOP
PACK TIGHT WITH MINERAL WOOL
ROOM SIDECORRIDOR, OR MORE
PUBLIC SIDE
JAMB DETAIL
REF.2"SEALANT AT ALL GLAZING/FRAME
CONNECTIONS
SEALANT, TYP
LGMF BOX BEAM
GLASS
SEE PARTITION TYPES FOR WALL
CONSTRUCTION INFORMATION, TYP
ROOM SIDECORRIDOR, OR MORE
PUBLIC SIDE
4 7/8"
INTERIOR ALUM. SLIDING WINDOW
W/ SURROUND FRAME
SEALANT, TYP GLASS
CORRIDOR, OR MORE
PUBLIC SIDE
ROOM SIDE
PACK TIGHT WITH MINERAL WOOL
4 7/8"CORNER BEAD, TYPICAL
(09_2900.07)
JOINT SEALANT (FSB) (07_9200)
JOINT SEALANT (FSB) (07_9200)
INTERIOR ALUM. SLIDING WINDOW
W/ SURROUND FRAME
SEE PARTITION TYPES FOR WALL
CONSTRUCTION INFORMATION, TYP
ROOM SIDECORRIDOR, OR MORE
PUBLIC SIDE
GLASS
4 7/8"
INTERIOR ALUM. SLIDING WINDOW
W/ SURROUND FRAME
FT WOOD BLOCKING
(06_1000.11)
JOINT SEALANT (FSB) (07_9200)
SEALANT, TYP
GLASS
PTD. HM FRAME
PACK TIGHT WITH MINERAL WOOL
CORRIDOR, OR MORE
PUBLIC SIDE
ROOM SIDE
TYPESREF. WINDOWWELDED FLOOR ANCHOR
SEALANT AT ALL GLAZING/FRAME CONNECTIONS
JAMB DETAIL
REF.
GLASS
CORRIDOR, OR MORE
PUBLIC SIDE
ROOM SIDE
PACK TIGHT WITH MINERAL WOOL
4 7/8"JOINT SEALANT (FSB) (07_9200)
JOINT SEALANT (FSB) (07_9200)
SEE PARTITION TYPES FOR WALL
CONSTRUCTION INFORMATION, TYP
ALIGN
ALIGN
H.M. JAMB ANCHOR -
MASONRY TYPE (08_1113.05)
CONTINUOUS 3/8" INTERIOR
SEALANT
(07_9200.10)
INTERIOR HOLLOW METAL
BORROWED LIGHT (PAINTED
FRAME) (08_1113.03)INTERIOR HOLLOW METAL
DOOR AND FRAME (PAINTED)
(08_1113.02)
MINERAL WOOL INSULATION
(072100) (07_2100.06)
SEALANT AT ALL GLAZING/FRAME
CONNECTIONS
SEALANT AT ALL GLAZING/FRAME
CONNECTIONS
MINERAL WOOL INSULATION
(072100) (07_2100.06)
PACK TIGHT WITH
PACK TIGHT WITH
SEE PARTITION TYPES FOR WALL
CONSTRUCTION INFORMATION, TYP
ROOM SIDECORRIDOR, OR MORE
PUBLIC SIDE GLASS
PACK TIGHT WITH MINERAL WOOL
4 7/8"
JOINT SEALANT (FSB) (07_9200)
SEE PARTITION TYPES FOR WALL
CONSTRUCTION INFORMATION, TYP
GLASS
SEALANT (08_1113.11)ALIGNINTERIOR HOLLOW METAL
BORROWED LIGHT (PAINTED
FRAME) (08_1113.03)ALIGNINTERIOR HOLLOW METAL
BORROWED LIGHT (PAINTED
FRAME) (08_1113.03)
MINERAL WOOL INSULATION
(072100) (07_2100.06)
6" CONCRETE MASONRY
UNIT (04_2000.10)
2' - 0 1/2"
SEALANT, TYP
LGMF BOX BEAM
SEE PARTITION TYPES FOR WALL
CONSTRUCTION INFORMATION, TYP
PACK TIGHT WITH
ROOM SIDECORRIDOR, OR MORE
PUBLIC SIDE
4 7/8"6" CONCRETE MASONRY UNIT
(04_2000.10)
CMU BOND BEAM, SEE
STRUCTURAL DRAWINGS FOR
SIZE AND REINFORCING
(04_2000.24)
GLASS
SEALANT (08_1113.11)ALIGNINTERIOR HOLLOW METAL
BORROWED LIGHT (PAINTED
FRAME) (08_1113.03)ALIGNMINERAL WOOL INSULATION
(072100) (07_2100.06)
GLASS
MINERAL WOOL INSULATION
(072100) (07_2100.06)
INTERIOR HOLLOW METAL
BORROWED LIGHT (PAINTED
FRAME) (08_1113.03)
PACK TIGHT WITH
SEALANT, TYP
PTD. HM FRAME
PACK TIGHT WITH MINERAL WOOLTYPESREF. WINDOWWELDED FLOOR ANCHOR
GLASS
CORRIDOR, OR MORE
PUBLIC SIDE
ROOM SIDE
SEALANT AT ALL GLAZING/FRAME CONNECTIONSREMOVABLE GLAZING STOP, TYP.
JAMB. DETAIL
REF.
SEALANT, TYP
METAL STUD ANCHOR
GLASS
PTD. HM FRAME
EXTEND GWB INTO
THROAT, TYP
ROOM SIDE
REMOVABLE GLAZING STOPS
PACK TIGHT WITH MINERAL WOOL
CORRIDOR, OR MORE
PUBLIC SIDE 2"2"SEALANT AT ALL GLAZING/FRAME
CONNECTIONS1/2"WALL TYPESREF.3/4"WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
AF-1.20
11
REFER TO:AF-1.20
2" MIN3
SEALANT, TYP
METAL STUD ANCHOR
GLASS
PTD. HM FRAME
EXTEND GWB INTO
THROAT, TYPROOM SIDE
REMOVABLE GLAZING STOP
PACK TIGHT WITH MINERAL WOOL
2"SEALANT AT ALL GLAZING/FRAME
CONNECTIONS1/2"WALL TYPESREF.3/4"WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
AF-1.20
11
REFER TO:AF-1.20
CORRIDOR, OR MORE
PUBLIC SIDE
METAL STUD ANCHOR
GLASS
PTD. HM FRAME
EXTEND GWB INTO
THROAT, TYP
ROOM SIDE
REMOVABLE GLAZING STOPS
PACK TIGHT WITH MINERAL WOOL
CORRIDOR, OR MORE
PUBLIC SIDE
SEALANT AT ALL GLAZING/FRAME
CONNECTIONS3 1/8"3 1/8"3 1/2"9 3/4"3/4"CONTINUOUS 1/2" INTERIOR
SEALANT (07_9200.08)
WALL TILE (SEE FINISH
SCHEDULE) (09_0002.01)
REFER TO:AF-1.20
CONTINUOUS 1/2"
INTERIOR SEALANT
(07_9200.08)
LGMF BOX BEAM
WOOD SHIM AS REQ'D
GLASS
PTD. HM FRAME
EXTEND GWB INTO
THROAT, TYP
SEE PARTITION TYPES FOR WALL
CONSTRUCTION INFORMATION, TYP
REMOVABLE GLAZING STOP
PACK TIGHT WITH MINERAL WOOL
ROOM SIDECORRIDOR, OR MORE
PUBLIC SIDE
JAMB DETAIL
REF.2"SEALANT AT ALL GLAZING/FRAME
CONNECTIONS
CONTINUOUS 1/2" INTERIOR
SEALANT (07_9200.08)
PACK TIGHT WITH MINERAL WOOL
LGMF BOX BEAM
WOOD SHIM
GLASS
PTD. HM FRAMEEXTEND GWB INTO
THROAT, TYP
SEE PARTITION TYPES FOR WALL
CONSTRUCTION INFORMATION, TYP
REMOVABLE GLAZING STOP
PACK TIGHT WITH MINERAL WOOL
ROOM SIDECORRIDOR, OR MORE
PUBLIC SIDE
JAMB DETAIL
REF.2"SEALANT AT ALL GLAZING/FRAME
CONNECTIONS
CONTINUOUS 1/2" INTERIOR
SEALANT (07_9200.08)
PACK TIGHT WITH MINERAL WOOL
FRT WOOD BLOCKING
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1 1/2" = 1'-0"2/19/2021 11:14:01 AMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-6.04
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
BORROWED LIGHT
DETAILS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
BORROWED LITES - BL03
BORROWED LITES - BL08, BL09, BL10, BL12, BL13, BL16
1 1/2" = 1'-0"5 BORROWED LIGHT HEAD DETAIL
1 1/2" = 1'-0"3 BORROWED LIGHT JAMB DETAIL
1 1/2" = 1'-0"8 BORROWED LIGHT JAMB DETAIL
1 1/2" = 1'-0"2 BORROWED LIGHT SILL DETAIL
1 1/2" = 1'-0"11 BORROWED LIGHT SILL DETAIL
BORROWED LITES - BL01A, BL02, BL02A, BL11, BL14, BL15BORROWED LITES - BL05BL07
1 1/2" = 1'-0"
REFERENCING VIEW: 1/ A-4.41
20 SECURE TRANSACTION WINDOW PLAN DETAIL
1 1/2" = 1'-0"
REFERENCING VIEW: 17/ A-4.43
19 SECURE TRANSACTION WINDOW SECTION DETAIL
1 1/2" = 1'-0"
REFERENCING VIEW: 6/ A-3.25
15 BL03 HEAD DETAIL
1 1/2" = 1'-0"
REFERENCING VIEW: 6/ A-3.25
14 BL03 JAMB DETAIL
1 1/2" = 1'-0"
REFERENCING VIEW: 6/ A-3.25
13 BL03 SILL DETAIL
1 1/2" = 1'-0"7 BORROWED LIGHT JAMB DETAIL
1 1/2" = 1'-0"9 BORROWED LIGHT HEAD DETAIL
1 1/2" = 1'-0"18 BORROWED LIGHT HEAD DETAIL
1 1/2" = 1'-0"17 BORROWED LIGHT JAMB DETAIL
1 1/2" = 1'-0"16 BORROWED LIGHT SILL DETAIL
1 1/2" = 1'-0"1 BORROWED LIGHT SILL DETAIL
1 1/2" = 1'-0"22 BORROWED LIGHT JAMB DETAIL
1 1/2" = 1'-0"21 BORROWED LIGHT SILL DETAILS
1 1/2" = 1'-0"23 BORROWED LIGHT HEAD DETAIL
1 1/2" = 1'-0"6 BORROWED LIGHT SILL DETAIL
1 1/2" = 1'-0"12 BORROWED LIGHT JAMB DETAIL W/ TILE
1 1/2" = 1'-0"4 BORROWED LIGHT JAMB DETAIL W/ TILE
3 2/18/21 ADDENDUM 3
1 1/2" = 1'-0"24 BORROWED LIGHT JAMB DETAIL
3
1 1/2" = 1'-0"25 BORROWED LIGHT HEAD DETAIL
3
1 1/2" = 1'-0"10 BORROWED LIGHT HEAD DETAIL
DOOR & FRAME.
DOOR SWING VARIES,
SEE PLANS.
POLISHED OR
SEALED CONCRETE
METAL THRESHOLD SEE
HARDWARE SPEC.
LINOLEUM FLOORING
RESILIENT FLOORING
RESILIENT TRANSITION STRIP, COLOR
TO MATCH RESILIENT FLOORING
POLISHED CONCRETE
RESILIENT OR
LINOLEUM FLOORING
STAINLESS STEEL
TRANSITION STRIP. BASIS OF
DESIGN SCHLUTER RENO-U
DOOR & FRAME. DOOR
SWING VARIES, SEE
PLANS. LOCATE
THRESHOLD
ACCORDINGLY
SEALED OR
POLISHED
CONCRETEU.N.O.5/8" (TYP)SAME AT TRANSITIONS WITHOUT DOORS
2
FRAME
DOOR
SEALED OR
POLISHED
CONCRETE
CARPET
SAME AT TRANSITIONS WITHOUT DOORS
STAINLESS STEEL
TRANSITION STRIP. BASIS OF
DESIGN SCHLUTER RENO-U
2
SEE STRUCTURAL DWGS FOR
SLAB DEPRESSIONS,TYP
RESINOUS FLOORING
SEALED OR
POLISHED
CONCRETE
L-SHAPED DIVIDER STRIPS
PLACED BACK TO BACK AT
TRANSITION
PORCELAIN TILE
FLOORING
STAINLESS STEEL
TRANSITION STRIP. BASIS OF
DESIGN SCHLUTER SCHIENE
DOOR & FRAME. DOOR
SWING VARIES, SEE
PLANS. LOCATE
THRESHOLD
ACCORDINGLY
U.N.O.5/8" (TYP)SAME AT TRANSITIONS WITHOUT DOORS
2
ALIGN WITH CENTER OF DOOR
CARPET
SEALED OR
POLISHED
CONCRETE
DOOR FRAME
DOOR
ALUMINUM THRESHOLD-
ALIGN EDGE OF
THRESHOLD w/ EDGE OF
VENTED WALL BASE
WOOD ATHLETIC FLOOR
SYSTEM, REFER TO SPEC
CONC. SLAB, COORD.
REQD. SLAB DEPRESSION
W/ STRUCT. DWGS.
CONT. EXPANSION
SLOT AROUND
PERIMETER 1 1/2"
11 5/8"
4"
OPENING BEYOND
ALIGN EDGE OF THRESHOLD w/
DOOR FRAME (REFER TO
PLAN/JAMB DETAIL)
WOOD ATHLETIC FLOOR
SYSTEM, REFER TO SPEC
CONC. SLAB, COORD.
REQD. SLAB DEPRESSION
W/ STRUCT. DWGS.
CONT. EXPANSION
SLOT AROUND
PERIMETER
1 1/2"
RESINOUS FLOORING
ALUMINUM TRANSITION PLATE
(09_6466.04)
4"
RESINOUS BASE
2
7 5/8"
DOOR FRAME
DOOR
ALUMINUM THRESHOLD-
ALIGN EDGE OF
THRESHOLD w/ EDGE OF
VENTED WALL BASE
WOOD ATHLETIC FLOOR
SYSTEM, REFER TO SPEC
CONC. SLAB, COORD.
REQD. SLAB DEPRESSION
W/ STRUCT. DWGS.
CONT. EXPANSION
SLOT AROUND
PERIMETER 1 1/2"
LINOLEUM FLOORING
7 5/8"
DOOR & FRAME.
DOOR SWING VARIES,
SEE PLANS.
RESINOUS
FLOORING
LINOLEUM FLOORING
STAINLESS STEEL
TRANSITION STRIP.
BASIS OF DESIGN
SCHLUTER RENO-U
DOOR
ALUMINUM THRESHOLD-
ALIGN EDGE OF
THRESHOLD w/ EDGE OF
VENTED WALL BASE
WOOD ATHLETIC FLOOR
SYSTEM, REFER TO SPEC
CONC. SLAB, COORD.
REQD. SLAB DEPRESSION
W/ STRUCT. DWGS.
CONT. EXPANSION
SLOT AROUND
PERIMETER 1 1/2"
RESINOUS FLOORING
7 5/8"
4"
ALUMINUM TRANSITION PLATE
(09_6466.04)
RESINOUS BASE
2
2
RESILIENT FLOORING
RESILIENT TRANSITION STRIP, COLOR
TO MATCH RESILIENT FLOORING
LINOLEUM FLOORING
DOOR
RESILIENT OR
LINOLEUM FLOORING
STAINLESS STEEL TRANSITION STRIP.
BASIS OF DESIGN SCHLUTER RENO-TK
CARPET
DOOR FRAME
SEALANT AT RESILIENT
FLOORING AND DOOR
FRAME (TYP)U.N.O.5/8" (TYP)SAME AT TRANSITIONS WITHOUT DOORS
CL
2
RESILIENT
FLOORING
FRAME
DOOR
ALUMINUM
THRESHOLD
HARDBOARD PANELS ON WOOD
FLOORING SYSTEM (SEE SPEC)
CONC. SLAB, COORD. REQD. SLAB
DEPRESSION W/ STRUCT. DWGS.2 1/2"1/2"
ENTRY FLOOR MAT SYSTEM TYPE-1
ALUMINUM FRAME- ALIGN EDGE w/
F.O. PARTITION WHERE OCCURRING
ALUMINUM THRESHOLD-
SET IN BED OF SEALANT (TYP)
ALUMINUM DOOR
ALUMINUM DOOR FRAME
COORDINATE SLAB DEPRESSION w/
ENTRY MAT SYSTEM REQUIREMENTS-
FLASH/GRIND SLAB AS REQUIRED
DOOR AS SCHEDULED
DOOR SWING VARIES,
SEE PLANS.
FLOORING AS
SCHEDULED
DOOR SHOE, 9/16" H
1/2"DOOR
LINOLEUM
FLOORING
ALUMINUM THRESHOLD
LINOLEUM FLOORING
AUTOMATIC DOOR BOTTOM (SEE
DOOR SCHEDULE & DOOR HARDWARE
SPEC)
ACOUSTIC CASKETS (SEE DOOR
SCHEDULE & DOOR HARDWARE
SPEC)
DOOR FRAME
SEALANT (TYP)
FIRST FLOOR
+28' -2 3/8"
B24
SEALED OR POLISHED
CONCRETE
DOOR FRAME
DOOR LEAF
CONC. SLAB, COORD. REQD. SLAB
DEPRESSION W/ STRUCT. DWGS. &
FLOORING MFR.
CONT. EXPANSION SLOT
AROUND PERIMETER
WALL/CEILING EXPANSION JOINT
COVER (07_9513.13.02)
ALUMINUM TRANSITION PLATE
(09_6466.04)
1 1/2"
EXTEND WOOD ATHLETIC FLOORING
AND EXPANSION SLOT UNDERNEATH
HM DOOR FRAMES WHERE EXPANSION
SLOT IS NOT CONCEALED BY WALL
BASE OR FLOOR PLATES.
RUBBER VENTED BASE (09_6466.12)
WOOD FINGER JOINTED STRIP
FLOORING (09_6466.01)
ANCHORED, RESILIENT
SLEEPER/SUBFLOOR (09_6466.05)
DOOR FRAME BEYOND
2
2
SECOND FLOOR
+41' -6 3/8"
D
6 1/2"
FLOORING AS SCHEDULED
RECESS-MOUNT FLOOR
EXPANSION JOINT COVER
(07_9513.13.03)
1-1/2" x 2-1/2" BLOCKOUT EACH SIDE
1 1/2"2 1/2"
CL
2"
FLOORING AS SCHEDULED
2
FIRST FLOOR
+28' -2 3/8"
D.1D
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
WALL/CEILING EXPANSION JOINT
COVER (07_9513.13.02)
H.M. FRAME, PAINTED
(08_1113.13)POLISHED CONCRETE
WALL BASE, SEE FINISH SCHEDULE
(09_6513.07)ALIGNINTERIOR HOLLOW METAL
BORROWED LIGHT (PAINTED
FRAME) (08_1113.03)
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
RESILIENT OR
LINOLEUM FLOORING
STAINLESS STEEL
TRANSITION STRIP
2
5 1/2"
FIRST FLOOR
+28' -2 3/8"
B24
INTERIOR HOLLOW METAL FRAME
(PAINTED) (08_1113.04)
DOOR AS SCHEDULED
DOOR SWING VARIES,
SEE PLANS.
POLISHED CONCRETE
L-SHAPED DIVIDER STRIPS PLACED
BACK TO BACK AT TRANSITION
SEALED CONCRETE
CMU WALL, SEE PLAN FOR TYPE
(04_2000.51)
2
SECOND FLOOR
+41' -6 3/8"
B24
12" CONCRETE MASONRY UNIT
(CMU) (04_2000.50)
1" Z-FURRING (09_2216.13)
5/8" CEMENT BOARD TILE BACKER
(09_2900.06)
2
1 1/2"FOAM SEAL (07_9513.13.09)
CONTINOUS 1 X 1 INCH ALUM
ANGLE ADHERED TO FACE OF
SLAB (05 40 00.C4)
SECOND FLOOR
+41' -6 3/8"
B24
4 3/8" 2"
PENETRATION FIRESTOPPING (AT
HORIZONTAL ASSEMBLIES)
(07_8413.02)
UNIT MASONRY (FSB) (04_2000)
FLOOR FINISH AS SCHEDULED
WALL BASE, SEE FINISH
SCHEDULE (09_6513.07)
2
FIRST FLOOR
+28' -2 3/8"
B24
1 1/2"
CONCRETE OR MASONRY CURB TO
SUPPORT EXPANSION JOINT COVER
WALL/CEILING EXPANSION JOINT
COVER (07_9513.13.02)
6" CONCRETE MASONRY UNIT
H.M. FRAME, PAINTED (08_1113.13)
FT WOOD BLOCKING (06_1000.11)
HARDWOOD TRIM WITH CLEAR
FINISH (06_4000.02)
GLAZING (FSB) (08_8000)
RUBBER VENTED BASE (09_6466.12)
CONT. EXPANSION SLOT AROUND
PERIMETER
CONTINUOUS 3/8" SEALANT WITH
BACKER ROD" (07_9200.06)4"4" CONCRETE MASONRY UNIT
(CMU)
ANCHORED, RESILIENT
SLEEPER/SUBFLOOR (09_6466.05)
DOOR FRAME FLOOR ANCHOR
BEYOND (COORDINATE
LOCATION/LENGTH W/ EXPANSION
SLOT BENEATH DOOR)
WOOD FINGER JOINTED STRIP
FLOORING (09_6466.01)
11 5/8"
2
2
FIRST FLOOR
+28' -2 3/8"
P.1 P.2
12" CONCRETE MASONRY UNIT
(CMU) (04_2000.50)
MOTORIZED TRACK
BULB SEAL
ALUMINUM TRANSITION PLATE
(09_6466.04)
RUBBER VENTED BASE (09_6466.12)
1 1/2"RUBBER ATHLETIC FLOORING
ROLLING TRAFFIC
TRANSITION 3/8" TO 1/8"
11 5/8"
SECOND FLOOR
+41' -6 3/8"
D.1D
WALL TILE (SEE FINISH SCHEDULE)
(09_0002.01)
1-1/2" x 2-1/2" BLOCKOUT EACH SIDE
ALIGN ALIGN
GYPSUM WALL BOARD, PAINTED
(09_2900.01)
WALL BASE, SEE FINISH SCHEDULE
(09_6513.07)
H.M. FRAME, PAINTED
(08_1113.13)
WALL/CEILING EXPANSION JOINT
COVER (07_9513.13.02)
6 1/2"
RECESS-MOUNT FLOOR EXPANSION
JOINT COVER (07_9513.13.03)
FOAM SEAL WITH ACRYLIC,
ELASTOMERIC PAINT TO MATCH
ADJACENT CEILING FINISH
(07_9513.13.11)
INTERIOR HOLLOW METAL
BORROWED LIGHT (PAINTED
FRAME) (08_1113.03)
WALL/CEILING EXPANSION JOINT
COVER (07_9513.13.02)
(2) LAYERS OF 5/8" GYPSUM WALL
BOARD, PAINTED (09_2900.14)
3 5/8" METAL STUD FRAMING
(09_2216.04)
PORCELAIN TILE
FLOORING
STAINLESS STEEL
TRANSITION STRIP. BASIS OF
DESIGN SCHLUTER RENO-U
DOOR & FRAME. DOOR
SWING VARIES, SEE
PLANS. LOCATE
THRESHOLD
ACCORDINGLY
CONCRETE OR RESINOUS FLOORINGU.N.O.5/8" (TYP)SAME AT TRANSITIONS WITHOUT DOORS
2
ALIGN WITH CENTER OF DOOR
OR AT EDGE OF RESINOUS
FLOORING
LINOLEUM OR
RESILIENT FLOORING
STAINLESS STEEL
TRANSITION STRIP. BASIS OF
DESIGN SCHLUTER RENO-TK
DOOR & FRAME. DOOR
SWING VARIES, SEE
PLANS. LOCATE
THRESHOLD
ACCORDINGLY
PORCELAIN TILE FLOORINGU.N.O.5/8" (TYP)SAME AT TRANSITIONS WITHOUT DOORS
2
ALIGN WITH CENTER OF DOOR
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
3" = 1'-0"2/13/2021 3:16:33 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-6.05
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
THRESHOLD AND
TRANSITION DETAILS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
2 2/12/21 ADDENDUM 2
3" = 1'-0"1
RESILIENT/LINOLEUM TO CONCRETE
W/METAL THRESHOLD
3" = 1'-0"3 RESILIENT TO CONCRETE
3" = 1'-0"2
RESILIENT/LINOLEUM TO CONCRETE W/
SS TRANSITION STRIP
3" = 1'-0"4 CARPET TO CONCRETE
3" = 1'-0"
REFERENCING VIEW: 1/ AF-1.11A
5 RESINOUS FLOORING TO CONCRETE
3" = 1'-0"27 TILE TO CARPET
3" = 1'-0"
REFERENCING VIEW: 1/ AF-1.11B
7 CONCRETE TO WOOD ATHLETIC FLOOR
3" = 1'-0"
REFERENCING VIEW: 1/ AF-1.11B
9
RESINOUS FLOORING TO WOOD ATHLETIC
FLOOR W/ ALUM. THRESHOLD
3" = 1'-0"10 LINOLEUM TO WOOD ATHLETIC FLOOR
3" = 1'-0"14 RESINOUS FLOORING TO LINOLEUM
3" = 1'-0"8
RESINOUS FLOORING TO WOOD
ATHLETIC FLOOR
3" = 1'-0"
REFERENCING VIEW: 1/ AF-1.11C
12 RESILIENT TO LINOLEUM
3" = 1'-0"13 RESILIENT/LINOLEUM TO CARPET
3" = 1'-0"11 HARDBOARD TO LINOLEUM
3" = 1'-0"15 ENTRY MAT TO CONCRETE
3" = 1'-0"16 SOUND CONTROL THRESHOLD
3" = 1'-0"
REFERENCING VIEW: 1/ AF-1.11A
17 STC LINOLEUM TO LINOLEUM
3" = 1'-0"18 CONCRETE TO WOOD ATHLETIC FLOOR
3" = 1'-0"19
TYP. EXPANSION JOINT TRANSITION -
PREP RM. D209A
3" = 1'-0"
REFERENCING VIEW: 2/ A-3.35
20 LINOLEUM TO CONCRETE AT CORRIDORS
3" = 1'-0"
REFERENCING VIEW: 14/ A-4.12
21 POLISHED CONCRETE TO SEALED CONCRETE
3" = 1'-0"
REFERENCING VIEW: 1/ A-4.51
22 EXPANSION JOINT @ TILE WAINSCOT
3" = 1'-0"
REFERENCING VIEW: 6/ A-3.25
24 EXPANSION JOINT - FLOOR TO WALL (CONCEALED)
3" = 1'-0"23
SIDELITE SILL @ CONCRETE TO WOOD
ATHLETIC FLOOR
3" = 1'-0"
REFERENCING VIEW: 3/ A-4.48
25 NUFOLD A750 SILL @ WOOD ATHLETIC FLOOR
2
3" = 1'-0"
REFERENCING VIEW: 2/ A-3.35
26 TYP. EXPANSION JOINT TRANSITION - CORRIDORS
2
2
2 2
3" = 1'-0"
REFERENCING VIEW: 1/ AF-1.12B
6 TILE TO CONCRETE/RESINOUS FLOORING
3" = 1'-0"28 TILE TO LINOLEUM/RESILIENT
B.O. SILL, U.O.N.8' - 8 1/4"G5
G1AG1B
1/2"
F.D.
3' - 11 3/8"1/2"8' - 7 7/8"PRECAST HEADER
STACKBOND
COURSE
METAL PANEL INFILL
BY WINDOW
MANUFACTURER
PRECAST SILL
3
A-6.06
1
A-6.06
2
A-6.06
2
A-6.06
3
A-6.06
F.D.1' - 11 5/8"1/2"
F.D.
10' - 11 3/8" 1/2"1/2"
F.D.
4' - 11 3/8"1/16" 6' - 1 5/8" 1/16"
G3 G3SILL8' - 8 1/8"SILL2' - 11"FACTORY MULL
FACTORY MULL
FACTORY MULL
METAL PANEL INFILL
METAL PANEL INFILLMETAL PANEL INFILL
G2A
G6
EXTERIOR SHADING DEVICE
(south facades only, TYP)
6
A-6.06
8
A-6.06
7
A-6.06F.D.1' - 11 5/8"F.D.
10' - 11 3/8"
F.D.
5' - 11 3/8"
F.D.
4' - 11 3/8"F.D.7' - 8 3/4"G3 G3
SHOULDER @ENDS OF SILL, MATCH
WIDTH TURNED BRICK
PRECAST SILL WITH STONE ANCHOR
FACE BRICK
EWA-3
METAL WINDOW; OPERABLE UNIT SHOWN
CAST DRIP EDGE
CONTINUOUS SEALANT AND BACKER ROD
METAL SILL FLASHING WITH WELDED
END DAMS AND HEMMED DRIP (SEE ALSO
DETAIL 13/A502)
OPEN-CELL WEEPS BELOW SILL
FLASHING TO VENT BRICK CAVITY
MEMBRANE SILL PAN
FLASHING w/END DAMS,
TURN UP SETTING
ANGLE [07_2715], SEAL
TO FRAME
INTERMITTENT SHIM
WOOD TRIM w/EASED
EDGES, CLEAR SATIN
FINISH. ALIGN w/METAL
STOOL TRIM
EXTERIORINTERIOR
5"1"
NAILING FLANGE
2 1/4"1/2"1/8"FRT CONTINUOUS
BLOCKING 3"
THERMALLY-BROKEN MASONRY
ANCHOR w/BUTYL TAPE AT SHEATHING
(TYP). ALIGN w/STUD, SEAL ALL
PENETRATIONS
CONTINUOUS INTERIOR
SEALANT
1/2"(2)-LAYERS 3/4" PLYWOOD
METAL STUD FRAMING
GWB, PAINTED 2"9 5/8"
CONTINUOUS 1/8" THICK
STEEL BENT PLATE [05_
5000] FASTENED TO
CFMF, SEE STUCTURAL
DETAIL
STRIP THE BENT PLATE INTO THE WRM
USING AIR BARRIER TAPE [07_2715]
WRM TAPE STRIPPING AT
NILING FLANGE AND METAL
FLASHING TERM BAR FRAME DIMENSIONROUGH OPENINGMEMBRANE COUNTERFLASHING
OVER NAILING FLANGE, TURN
ONTO WINDOW FRAME
EXTERIOR SEALANT
AND BACKER ROD
(SECONDARY SEAL)
EXTERIORINTERIOR
EWA-3
CONTINUOUS WEATHER RESISTIVE
MEMBRANE, TURN INTO ROUGH
OPENING; LAP SILL PAN FLASHING
END DAMS. SEAL ALL
PENETRATIONS AND EDGES
SILL PAN FLASHING END
DAM BELOW
CONTINUOUS
INTERIOR SEALANT
METAL WINDOW; OPERABLE
UNIT SHOWN, FIXED SIMILAR
1/2"
1"
FACE BRICK; CUT ENDS OF BRICK
ARE NOT TO BE EXPOSED (TYP)
CONTINUOUS SEALANT AND
BACKER ROD
Z-TIE AT ALTERNATING BRICKS
METAL STUD FRAMING
GWB, PAINTED
WOOD TRIM w/EASED
EDGES, CLEAR SATIN
FINISH. ALIGN w/METAL
STOOL TRIM
3" MINERAL WOOL INSULATION
AT TURNED BRICK
THERMALLY-BROKEN MASONRY ANCHOR
w/BUTYL TAPE AT SHEATHING (TYP).
ALIGN w/STUD, SEAL ALL PENETRATIONS
MINERAL WOOL INSULATION
3 5/8"2"6"
CONTINUOUS FRT
BLOCKING
GLASS-FACED GYPSUM SHEATHING
NAILING FLANGE1/2"STACK BOND COURSING
@OPENING
RELIEVING ANGLE; REFER TO STRUCTURAL
DRAWINGS FOR ADDITIONAL INFOTRMATION
LIPPED BRICK (1"min lip)
CONTINUOUS SEALANT w/WEEPS
METAL THROUGH-WALL FLASHING,
COUNTER FLASHED; WITH END DAMS
(SEE ALSO DETAIL 13/A502)
PRECAST HEADER w/STONE
ANCHOR AND CAST DRIP
FRAME DIMENSIONROUGH OPENINGMEMBRANE COUNTERFLASHING
OVER NAILING FLANGE, TURN
ONTO WINDOW FRAME
OPEN CELL WEEPS
CONTINUOUS SEALANT w/WEEPS
EWA-3
1"1/2"1"
CONTINUOUS WEATHER RESISTIVE
MEMBRANE, TURN INTO ROUGH
OPENING; LAP SILL PAN FLASHING
END DAMS. SEAL ALL
PENETRATIONS AND EDGES
FACE BRICK; CUT ENDS OF BRICK
ARE NOT TO BE EXPOSED (TYP)
MINERAL WOOL INSULATION
3" MINERAL WOOL INSULATION
AT HEADER
CONTINUOUS SEALANT AND
BACKER ROD
THERMALLY-BROKEN MASONRY ANCHOR
w/BUTYL TAPE AT SHEATHING (TYP). ALIGN
w/STUD, SEAL ALL PENETRATIONS
EXTERIORINTERIOR
EXTERIOR SEALANT
AND BACKER ROD
(SECONDARY SEAL)
CONTINUOUS INTERIOR
SEALANT
METAL STUD FRAMING
GWB, PAINTED
WOOD TRIM w/EASED
EDGES, CLEAR SATIN
FINISH. ALIGN w/METAL
STOOL TRIM
CONTINUOUS FRT
BLOCKING
GLASS-FACED GYPSUM SHEATHING
1/2"1/2"2"(2)-LAYERS 3/4"
PLYWOOD
.090 BRAKE METAL SURROUND
(painted) [07_6200] -ATTACH TO
RAINSCREEN GIRT SYSTEM AND
SUPPORT ANGLE.
EWA-1
METAL WINDOW; OPEREABLE UNIT
SHOWN
MEMBRANE SILL PAN
FLASHING w/END DAMS,
TURN UP SETTING ANGLE,
SEAL TO FRAME
WOOD TRIM w/EASED EDGES,
CLEAR SATIN FINISH. ALIGN
w/METAL STOOL TRIM
CONTINUOUS EXTERIOR
SEALANT (SECONDARY SEAL)
INTERMITTENT SHIM
CONTINUOUS FRT
BLOCKING
METAL STUD FRAMING ROUGH OPENINGFRAME DIMENSIONGWB, PAINTED 1/2" MIN2"1"
CONTINUOUS WEATHER
RESISTIVE MEMBRANE, TURN
INTO ROUGH OPENING; LAP SILL
PAN FLASHING END DAMS. SEAL
ALL PENETRATIONS AND EDGES
THERMALLY-BROKEN
RAINSCREEN ATTACHMENT
SYSTEM
AIR SPACE
FACE-FASTENED GFRC PANEL
w/COLOR-MATCHED EXPOSED
FASTENERS
GALVANIZED METAL SUPPORT
ANGLE w/MEMBRANE
COUNTERFLASHING
BUTYL TAPE (TYP)
GLASS-FACED GYPSUM
SHEATHING
CONTINUOUS SEALANT AND
BACKER ROD
MINERAL WOOL INSULATION3/8"EXTERIORINTERIOR
1/2"
(2)-LAYERS 3/4" PLYWOOD 1/2"1/8".090 BRAKE METAL SURROUND
(painted) [07_6200] ATTACHTO
RAINSCREEN GIRT SYSTEM
AND SUPPORT ANGLE
EWA-1
FRAME DIMENSIONROUGH OPENINGMEMBRANE
COUNTERFLASHING OVER
NAILING FLANGE, TURN
ONTO WINDOW FRAME
CONTINUOUS WEATHER
RESISTIVE MEMBRANE, TURN
INTO ROUGH OPENING; LAP SILL
PAN FLASHING END DAMS. SEAL
ALL PENETRATIONS AND EDGES
THERMALLY-BROKEN
RAINSCREEN ATTACHMENT
SYSTEM
CONTINUOUS SEALANT AND
BACKER ROD
AIR SPACE
FACE-FASTENED GFRC PANEL
w/COLOR-MATCHED EXPOSED
FASTENERS
GALVANIZED METAL SUPPORT
ANGLE w/MEMBRANE
COUNTERFLASHING
3/8"BUTYL TAPE (TYP)
1/2"
EXTERIORINTERIOR
1"EXTERIOR SEALANT
AND BACKER ROD
(SECONDARY SEAL)
CONTINUOUS
INTERIOR SEALANT
METAL STUD FRAMING
GWB, PAINTED
WOOD TRIM w/EASED
EDGES, CLEAR SATIN
FINISH. ALIGN w/METAL
STOOL TRIM
(2)-LAYERS 3/4"
PLYWOOD
GLASS-FACED GYPSUM
SHEATHING
1/2"2"WEEP w/BAFFEL
CONTINUOUS FRT
BLOCKING
EWA-1
3/8"EXTERIORINTERIOR
EXTERIOR SEALANT
AND BACKER ROD [07_
9200.3.7.B]
SILL PAN FLASHING END
DAM BELOW
CONTINUOUS INTERIOR
SEALANT [07_9200.3.7.E]
METAL STUD FRAMING
GWB, PAINTED
WOOD TRIM w/EASED
EDGES, CLEAR SATIN
FINISH. ALIGN w/METAL
STOOL TRIM
CONTINUOUS FRT
BLOCKING
FACE-FASTENED GFRC PANEL w/COLOR-
MATCHED EXPOSED FASTENERS
AIR SPACE
MINERAL WOOL INSULATION
THERMALLY-BROKEN RAINSCREEN
ATTACHMENT SYSTEM
CONTINUOUS WEATHER
RESISTIVE MEMBRANE, TURN
INTO ROUGH OPENING; LAP
SILL PAN FLASHING END
DAMS. SEAL ALL
PENETRATIONS AND EDGES
GLASS-FACED GYPSUM SHEATHING
MEMBRANE COUNTERFLASHING
OVER NAILING FLANGE, TURN
ONTO WINDOW FRAME
.090 BRAKE METAL SURROUND
(painted) [07_6200] - ATTACH
TO RAINSCREEN GIRT SYSTEM
AND SUPPORT ANGLE
FRAME DIMENSIONROUGH OPENINGCONTINUOUS SEALANT AND
BACKER ROD [07_9200.3.7.B]
GALVANIZED METAL SUPPORT ANGLE
[05_5000]; w/MEMBRANE
COUNTERFLASHING1/2"1/2"2"(2)-LAYERS 3/4"
PLYWOOD
1"ROUGH OPENINGFRAME DIMENSIONBEND IN METAL PANEL
CONTINUOUS SEALANT
AND BACKER ROD
1/2"1"METAL WINDOW;
OPERABLE UNIT
SHOWNMEMBRANE SILL PAN
FLASHING w/END DAMS,
TURN UP SETTING ANGLE,
SEAL TO FRAME
WOOD TRIM w/EASED
EDGES, CLEAR SATIN
FINISH. ALIGN w/METAL
STOOL TRIM
CONTINUOUS EXTERIOR
SEALANT (SEONCARY SEAL)
INTERMITTENT SHIM
CONTINUOUS FRT
BLOCKING
METAL STUD FRAMING
GWB, PAINTED
1/2"
CONTINUOUS WEATHER
RESISTIVE MEMBRANE, TURN
INTO ROUGH OPENING; LAP SILL
PAN FLASHING END DAMS. SEAL
ALL PENETRATIONS AND EDGES
THERMALLY-BROKEN RAINSCREEN
ATTACHMENT SYSTEM [06_7100]
AIR SPACE
ROUT & RETURN METAL PANEL
SYSTEM
BUTYL TAPE (typical)
GLASS-FACED GYPSUM
SHEATHING
MINERAL WOOL INSULATION
EXTERIORINTERIOR
2"2 1/8"
CONTINOUS 1.5 X 1.5 INCH ALUM
ANGLE BY METAL PANEL
INSTALLER
THERMAL SEPARATOR BY METAL
PANEL INSTALLER
90°BEND IN PANEL
CONTINUOUS SEALANT
AND BACKER ROD
EXTERIORINTERIOR
SILL PAN FLASHING END
DAM BELOW
CONTINUOUS INTERIOR
SEALANT
METAL STUD FRAMING
GWB, PAINTED
WOOD TRIM w/EASED
EDGES, CLEAR SATIN
FINISH. ALIGN w/METAL
STOOL TRIM
CONTINUOUS FRT
BLOCKING
EWA-2
ROUT & RETURN METAL PANEL SYSTEM
AIR SPACE
MINERAL WOOL INSULATION
THERMALLY-BROKEN
RAINSCREEN ATTACHMENT
SYSTEM (above)
CONTINUOUS WEATHER
RESISTIVE MEMBRANE, TURN
INTO ROUGH OPENING; LAP
SILL PAN FLASHING END DAMS.
SEAL ALL PENETRATIONS AND
EDGES
GLASS-FACED GYPSUM SHEATHING
MEMBRANE COUNTERFLASHING
OVER NAILING FLANGE, TURN
ONTO WINDOW FRAME
1/2"1/2"2"(2)-LAYERS 3/4" PLYWOOD
CONTINOUS 1.5 X 1.5 INCH ALUM ANGLE
BY METAL PANEL INSTALLERCONTINUOUS EXTERIOR
SEALANT AND BACKER
ROD AT INTERIOR
WINDOW PERIM.
(SECONDARY SEAL)
DRIP EDGE
CONTINUOUS SEALANT
AND BACKER ROD
WEEP w/BAFFEL
EXTERIORINTERIOR
ROUT & RETURN METAL PANEL SYSTEM
AIR SPACE
MINERAL WOOL INSULATION
THERMALLY-BROKEN
RAINSCREEN ATTACHMENT
SYSTEM
CONTINUOUS WEATHER
RESISTIVE MEMBRANE, TURN
INTO ROUGH OPENING; LAP
SILL PAN FLASHING END DAMS.
SEAL ALL PENETRATIONS AND
EDGES
GLASS-FACED GYPSUM
SHEATHING
MEMBRANE COUNTERFLASHING
[07_2715]OVER NAILING FLANGE,
TURN ONTO WINDOW FRAME
EWA-2
1/2"1/2"1/2"EXTERIOR SEALAND
AND BACKER ROD
(SECONDARY SEAL)
CONTINUOUS INTERIOR
SEALANT
METAL STUD FRAMING
GWB, PAINTED
WOOD TRIM w/EASED
EDGES, CLEAR SATIN
FINISH. ALIGN w/METAL
STOOL TRIM
CONTINUOUS FRT
BLOCKING
FRAME DIMENSIONROUGH OPENING2"(2)-LAYERS 3/4"
PLYWOOD
CONTINUOUS METAL THRU-
WALL FLASHING [07_6200] BUTYL TAPE AT GIRT
ATTACHMENT TYP
PACK TIGHT WITH MINERAL
WOOL INSULATION
CONTINUOUS INTERIOR
SEALANT
CONTINUOUS FRT WOOD BLOCKING
FACE OF WALL BELOW
WOOD TRIM
HM JAMB ANCHOR
COLUMN; REFER TO STRUCTURAL
DRAWINGS FOR ADDITIONAL
INFORMATION
HOLLOW METAL FRAME AS SCHEDULED
FRT WOOD BLOCKING AS REQUIRED
WINDOW AS SCHEDULED
CONTINUOUS INTERIOR
SEALANT
GWB, PAINTED2"CONTINUOUS WRB
MEMBRANE COUNTERFLASHING
MINERAL WOOL INSULATION
CONTINUOUS SEALANT AND
BACKER ROD
BRAKE METAL, PAINTED
6" 6"
CONTINUOUS EXTERIOR SEALANT
AND BACKER ROD (SECONDARY
SEALANT)
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/19/2021 11:14:36 AMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-6.06
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
WINDOW SCHEDULE,
LEGEND & DETAILS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
W-WINDOW SCHEDULE
TYPE
MARK
ROUGH OPENING FRAME DIMENSION
Material Finish
GLAZING DETAILS
COMMENTS
BASIS OF DESIGN
COUNT
Rough
Width
Rough
Height Width Height Thickness Type Head Jamb Sill Manufacturer Model
W03 5' - 0 3/8" 2' - 0 5/8" 4' - 11 3/8" 1' - 11 5/8"PEERLESS 500 SERIES 11
W04 4' - 0 3/8" 2' - 0 5/8" 3' - 11 3/8" 1' - 11 5/8"PEERLESS 500 SERIES 5
W07 2' - 0 3/8" 4' - 8 1/8" 1' - 11 3/8" 4' - 7 1/8"PEERLESS 500 SERIES 8
1/4" = 1'-0"4 GROUPED WINDOWS @MASONRY
1/4" = 1'-0"5 GROUPED WINDOWS @GFRC RAINSCREEN
NOTES:
1. ALL WINDOWS TO MEET IZ3 REQUIREMENTS AND INCLUDE MAUNFACTURER'S STRUCTURAL BRACKETS
2. ALL WINDOWS TRIPLE-GLAZED WITH ARGON GAS MIX, U: 0.18 SHGC: 0.25
3" = 1'-0"
REFERENCING VIEW: 12/ A-5.01
1 TYPICAL PRECAST SILL DETAIL
3" = 1'-0"
REFERENCING VIEW: 1/ A-2.15
2 TYPICAL JAMB DETAIL @BRICK
3" = 1'-0"
REFERENCING VIEW: 6/ A-3.21
3 TYPICAL PRECAST HEAD DETAIL
3" = 1'-0"
REFERENCING VIEW: 6/ A-5.06
6 METAL SURROUND SILL DETAIL @GFRC PANELS
3" = 1'-0"
REFERENCING VIEW: 7/ A-5.06
8 METAL SURROUND HEAD DETAIL AT GFRC PANELS
3" = 1'-0"
REFERENCING VIEW: 8/ A-5.19
7 METAL SURROUND JAMB DETAIL @GFRC PANELS
3" = 1'-0"
REFERENCING VIEW: 4/ A-5.05
9 TYPICAL SILL DETAIL @METAL PANEL
3" = 1'-0"10 TYPICAL JAMB DETAIL @METAL PANEL
3" = 1'-0"
REFERENCING VIEW: 13/ A-5.01
11 TYPICAL HEAD DETAIL @METAL PANEL
WINDOW SCHEDULE
TYPE
MARK
ROUGH OPENING FRAME DIMENSION
Material Finish
GLAZING DETAILS
COMMENTS
BASIS OF DESIGN
COUNT
Rough
Width
Rough
Height Width Height Thickness Type Head Jamb Sill Manufacturer Model
G1A 5' - 0 3/8" 7' - 9 7/8" 4' - 11 3/8" 7' - 8 7/8"PEERLESS 500 SERIES 52
G1B 4' - 0 3/8" 7' - 9 7/8" 3' - 11 3/8" 7' - 8 7/8"PEERLESS 500 SERIES 59
G2A 5' - 0 3/8" 7' - 9 3/4" 4' - 11 3/8" 7' - 8 3/4"PEERLESS 500 SERIES 31
G2B 4' - 0 3/8" 7' - 9 3/4" 3' - 11 3/8" 7' - 8 3/4"PEERLESS 500 SERIES 42
G3 2' - 7 3/8" 7' - 9 7/8" 2' - 6 3/8" 7' - 8 7/8"PEERLESS 500 SERIES 62
G4 7' - 11 3/4" 7' - 9 3/4" 7' - 10 3/4" 7' - 8 3/4"PEERLESS 500 SERIES 4
G5 11' - 0 3/8" 2' - 0 5/8" 10' - 11 3/8" 1' - 11 5/8"PEERLESS 500 SERIES 21
G6 11' - 0 3/8" 2' - 0 5/8" 10' - 11 3/8" 1' - 11 5/8"PEERLESS 500 SERIES 24
G7 8' - 4 3/4" 2' - 0 3/8" 8' - 4" 1' - 11 5/8"PEERLESS 500 SERIES 5
G8 8' - 4 3/4" 2' - 0 3/8" 8' - 4" 1' - 11 5/8"PEERLESS 500 SERIES 5
2 2/12/21 ADDENDUM 2
3 2/18/21 ADDENDUM 3
3" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
12 WINDOW DETAIL @BORROWED LITE
3
3
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
1/2"32' - 7 3/4" F.D.1/2"15' - 4 3/8" R.O.2' - 10 1/8"1/2"15' - 3 3/8"1/2"EQ EQ EQ EQ EQ EQ EQ
32' - 8 3/4" R.O.
2A2A2A2A
6 6 6 6
2A2A2A2A
2A
6
2A
2A
6
2A
2A
6
2A
OMIT CAP IN THIS HORIZONTAL BAND TO
ACOMMODATE TAPERED METAL PANELS,
REFER TO EXTERIOR WALL SECTIONS
FOR ADDITIONAL INFORMATION
3
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
1/2"20' - 6 1/2" F.D.1/2"7' - 10 1/4" R.O.10' - 4 1/4"1/2"7' - 9 1/4" F.D.1/2"4' - 0"3' - 9 1/4"20' - 7 1/2" R.O.
EQ EQ EQ EQ EQ
2A 2A 2A
2A 2A 2A
3
A-3.23
2
A-3.34
2A
2A
2A
2A
3 3
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
1
A-3.23
1/2"32' - 7 3/4" F.D.1/2"1/2"15' - 3 3/8" F.D.1/2"2' - 10 1/8"15' - 4 3/8" R.O.32' - 8 3/4" R.O.4' - 11"2' - 10 1/2"7' - 5 7/8"2A
6
2A 2A
6
2A 2A
6
2A 2A
6
2A
EQ EQ EQ EQ EQ EQ EQ
2A
6
2A
2A
6
2A
2A
6
2A
3
OMIT CAP IN THIS HORIZONTAL BAND TO
ACOMMODATE TAPERED METAL PANELS,
REFER TO EXTERIOR WALL SECTIONS FOR
ADDITIONAL INFORMATION
3
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
1/2"21' - 9 1/8" F.D.1/2"
21' - 10 1/8" R.O.10' - 2 1/2" R.O.2' - 8"1/2"10' - 1 1/2" F.D.1/2"4
2A
2A 2A
2A
4 4 4
2A2A
2A 2A
1
A-3.24
7
A-5.16
EQ EQ EQ EQ EQ
2A
2A
4
3
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"15' - 4 3/8" R.O.2' - 8"1/2"15' - 3 3/8" F.D.1/2"1/2" 12' - 0"
90° BEND
2B
2B 2B
2B
2B 2B5' - 4 3/8"3' - 11"6' - 0"4
A-3.24
4' - 0" 4' - 0"
2B
2B
2B
3
1B 1B
1B 1B
1B 1B
4
A-3.25
5
A-5.15
7' - 11 3/4"
10
A-6.10
3
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
5
A-3.25
15' - 4 3/8" R.O.2' - 8"1/2"15' - 3 3/8" F.D.1/2"6' - 0"3' - 11"5' - 4 3/8"35' - 1" R.O.
1/2"35' - 0" F.D.1/2"
EQ EQ 1' - 0" EQ2 EQ2 EQ2 1' - 0" EQ EQ
1B
1B
1B
1B
1B
1B
1B 1B
1B
1B 1B
1B
1B
1B
1B
1B
1B1B
1B 1B
1B
12
A-6.1012
A-6.10 SIM
3
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"15' - 4 3/8" R.O.2' - 8"1/2"15' - 3 3/8" F.D.1/2"5' - 4 3/8"3' - 11"6' - 0"1B
1B
1B 1B
1B
1B
1/2"
F.D.
8' - 0 3/8"
4' - 0"
1/2"
F.D.
12' - 0 3/4"
4' - 0"4' - 0"
1B 1B
1B1B
1B 1B
90° TURN
1B
1B
1B
10
A-6.10
EXTERIOR GLAZING LEGEND
INDICATES IGU-1A (TYP IGU u.o.n.)
• U: 0.23 SHGC: 0.40
• Double glazed IGU: 1/4" Starphire w/Solarban 60 on #2 / 1/2"
90% Krypton +10% Air / 1/4" Heat Strengthened Glass/.090
Dupont SGP/1/4" Heat Strengthened Glass, warm-edge spacer.
INDICATES IGU-1B
• U: 0.23 SHGC: 0.40
• Double glazed IGU: 1/4" Starphire w/Solarban 60 on #2 / 1/2"
90% Krypton +10% Air / 1/4" Heat Strengthened Glass/.090
Dupont SGP/1/4" Heat Strengthened Glass, acid etch #6, warm-
edge spacer.
INDICATES IGU-2A
• U: 0.22 SHGC: 0.22
• Double glazed IGU: 1/4" Starphire w/Solarban 90 on #2 / 1/2"
90% Krypton +10% Air / 1/4" Heat Strengthened Glass/.090
Dupont SGP/1/4" Heat Strengthened Glass, warm-edge spacer.
INDICATES IGU-2B
• U: 0.22 SHGC: 0.22
• Double glazed IGU: 1/4" Starphire w/Solarban 90 on #2 / 1/2"
90% Krypton +10% Air / 1/4" Heat Strengthened Glass/.090
Dupont SGP/1/4" Heat Strengthened Glass, acid etch #6, warm-
edge spacer.
INDICATES GLASS SPANDREL PANEL, COLOR 1
INDICATES GLASS SPANDREL PANEL, COLOR 2
INDICATES GLASS SPANDREL PANEL, COLOR 3
INDICATES PAINTED BACK PAN, REFER TO EXTERIOR
SECTIONS AND DETAILS FOR ADDITIONAL INFORMATION
1A
1B
2A
2B
3
4
5
6
3
3
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
4
A-3.25
1A 1A
1A1A
1A 1A 11' - 3 7/8"1' - 4"1/2"11' - 2 7/8" F.D.1/2"8' - 8 3/4"1/2"
3
1/2" 4' - 1 1/8"
2A
2A
2A
7
A-5.15
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"11' - 3 7/8" R.O.1' - 4"1/2"11' - 2 7/8" F.D.1/2"1/2" 8' - 0 3/8"
1A 1A
1A 1A
1A 1A
3
7
A-5.15
1/2"4' - 1 1/8"
1A
1A
1A
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"1/2"11' - 6 1/8" F.D.1/2"1' - 4"11' - 7 1/8" R.O.1/2" 4' - 11 3/8" F.D. 1/2"
5' - 0 3/8" R.O.
1A
1
A-3.28
1A
2' - 11 5/8"3
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
1
A-3.26
24' - 4 1/8" R.O.
1/2"24' - 3 1/8" F.D.1/2"
CLCLCLCLCLCL3' - 1"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"7' - 6 1/2" R.O.2' - 6"1/2"7' - 5 1/2" F.D.1/2"18' - 0"
EXT24
1A 1A 1A 1A 1A 1A
1A
3
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
1
A-3.262
A-3.26
2' - 6"7' - 6 1/2" R.O.1/2"7' - 5 1/2" F.D.1/2"42' - 4 1/8" R.O.
1/2"42' - 3 1/8" F.D.1/2"
CLCLCLCLCLCLCLCLCLCLCLCLCL3' - 1"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 2 1/8"
1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A
33
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
9
A-5.163
A-3.21
2
A-3.21
1
A-3.21
1/2"97' - 1 1/2" F.D.
97' - 2 5/8" R.O.
3 3 3 3 3 3 3 3
1A
1A
3 3 3 3 3 3 3 3 3 3 3 3 3
SEE VESTIBULE
ELEVATIONS
6
1A
1A
3
6
1A
1A
6
1A
1A
6
1A
1A
6
1A
1A
6
1A1A1A1A
1A
1A
3
6
1A
1A
6
1A
1A
6
1A
1A
6
1A
1A
6
1A
1A
6
1A
1A
6
1A
1A
6
1A
1A
6
1A
1A
6
1A
1A
6
1A
1A
6
1A
1A
6
19' - 8 3/4" R.O.1' - 4"1/2"19' - 7 3/4" F.D.1/2"80' - 5" F.D.16' - 8 1/2" F.D.1/2"6' - 7" F.D.1/2"6' - 8" R.O.1' - 0 3/4"13' - 4"OMIT CAP IN THIS HORIZONTAL BAND
TO ACOMMODATE TAPERED METAL
PANELS, REFER TO EXTERIOR WALL
SECTIONS FOR ADDITIONAL
INFORMATION
EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ4' - 2 1/8" 4' - 2 1/8" 4' - 2 1/8" 4' - 2 1/8"
3
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/19/2021 11:15:03 AMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-6.07
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
CURTAINWALL
ELEVATIONS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12A
2 C2
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12B
3 C3
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12B
4 C4
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12B
5 C5
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12B
6 C6
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12B
9 C7
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12B
12 C8
2 2/12/21 ADDENDUM 2
3 2/18/21 ADDENDUM 3
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
8 C6B
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
10 C8B
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
13 C9
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
14 C10
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12B
15 C11
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
1 C1
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
1
A-3.26
51' - 4 1/8" R.O.
1/2"51' - 3 1/8" F.D.1/2"
CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL 3' - 1"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"6' - 1 1/8"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 1"
EXT237' - 6 1/2" R.O.2' - 6"1/2"7' - 5 1/2" F.D.1/2"18' - 0"27' - 0"
1A 1A 1A 1A 1A 1A
1A
1A 1A 1A 1A 1A 1A 1A 1A 1A
3
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
1
A-3.26
7' - 6 1/2" R.O.2' - 6"1/2"7' - 5 1/2" F.D.1/2"51' - 4 1/8"
1/2"51' - 3 1/8"1/2"
CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL 3' - 1"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0 5/8"3' - 0 5/8"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 1"
1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A
3
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"7' - 6 1/2" R.O.2' - 6"1/2"7' - 5 1/2" F.D.1/2"36' - 4 1/8" R.O.
1/2"36' - 3 1/8" F.D.1/2"
CLCLCLCLCLCLCLCLCLCL3' - 1"3' - 0"3' - 0"3' - 0"3' - 0"6' - 1 1/8"3' - 0"3' - 0"3' - 0"3' - 0"3' - 1"
15' - 0"15' - 0"
1A 1A 1A 1A 1A
1A
1A 1A 1A 1A 1A
EXT20
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"7' - 6 1/2" R.O.2' - 6"1/2"7' - 5 1/2" F.D.1/2"1/2"36' - 3 1/8" F.D.1/2"
36' - 4 1/8" R.O.
CLCLCLCLCLCLCLCLCLCLCL3' - 1"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0 5/8"3' - 0 5/8"3' - 0"3' - 0"3' - 0"3' - 0"3' - 1"
1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
36' - 4 1/8" R.O.
1/2"36' - 3 1/8" F.D.1/2"
CL CL CL CL CL CL CL CL CL CL 3' - 1"3' - 0"3' - 0"3' - 0"3' - 0"6' - 1 1/8"3' - 0"3' - 0"3' - 0"3' - 0"3' - 1"7' - 6 1/2" R.O.2' - 6"1/2"7' - 5 1/2" F.D.1/2"15' - 0"15' - 0"
EXT19
1A 1A 1A 1A 1A
1A
1A 1A 1A 1A 1A
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"7' - 6 1/2" R.O.2' - 6"1/2"7' - 5 1/2" F.D.1/2"36' - 4 1/8" R.O.
1/2"36' - 3 1/8" F.D.1/2"
CL CL CL CL CL CL CL CL CL CL CL 3' - 1"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0 5/8"3' - 0 5/8"3' - 0"3' - 0"3' - 0"3' - 0"3' - 1"
1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"7' - 6 1/2" R.O.2' - 6"1/2"7' - 5 1/2" F.D.1/2"CLCLCLCLCLCLCLCLCLCLCLCLCLCLCL3' - 1"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"
50' - 3 5/8"11 1/2"
EXT37
1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A
1A
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"7' - 6 1/2" R.O.2' - 6"1/2"7' - 5 1/2" F.D.1/2"51' - 4 1/8" R.O.
1/2"51' - 3 1/8" F.D.1/2"
CLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCL3' - 1"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 2 1/8"
1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
4
A-3.26
7' - 6 1/2" R.O.2' - 6"1/2"7' - 5 1/2" F.D.1/2"39' - 2" R.O.
1/2"39' - 1" F.D.1/2"
CL CL CL CL CL CL CL CL CL CL CL CL 3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 1"
1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A
3
FIRST FLOOR
+28' -2 3/8"
3
A-3.26
EXT3610' - 0 1/2" R.D.10' - 0" F.D.1/2"9' - 1" R.O.
1/2"9' - 0" F.D.1/2"
1A 1A
1A
1' - 6"1A 1A
3
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
4
A-3.26
7' - 6 1/2" R.O.2' - 6"1/2"7' - 5 1/2" F.D.1/2"39' - 2" R.O.
CL CL CL CL CL CL CL CL CL CL CL CL 3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 1"
1/2"39' - 1" F.D.1/2"
1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A
3
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"7' - 6 1/2" R.O.2' - 6"1/2"7' - 5 1/2" F.D.1/2"36' - 4 1/8" R.D.
1/2"36' - 3 1/8" F.D.1/2"
CLCLCLCLCLCLCLCLCLCL3' - 1"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"
30' - 0"
1A 1A 1A 1A 1A 1A 1A 1A 1A 1A
1A
EXT35
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"7' - 6 1/2" R.O.2' - 6"1/2"7' - 5 1/2" F.D.1/2"36' - 4 1/8" R.O.
1/2"36' - 3 1/8" F.D.1/2"
CLCLCLCLCLCLCLCLCLCLCL3' - 1"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 2 1/8"
1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
EXT34
33' - 4 1/8" R.O.
1/2"33' - 3 1/8" F.D.1/2"
CL CL CL CL CL CL CL CL CL 3' - 1"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"7' - 6 1/2" R.O.2' - 6"1/2"7' - 5 1/2" F.D.1/2"1A
1A 1A 1A 1A 1A 1A 1A 1A 1A
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"7' - 6 1/2" R.O.2' - 6"1/2"7' - 5 1/2" F.D.1/2"33' - 4 1/8" R.O.
1/2"33' - 3 1/8" F.D.1/2"
CL CL CL CL CL CL CL CL CL CL 3' - 1"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0 9/16"3' - 1 9/16"
1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A
EXTERIOR GLAZING LEGEND
INDICATES IGU-1A (TYP IGU u.o.n.)
• U: 0.23 SHGC: 0.40
• Double glazed IGU: 1/4" Starphire w/Solarban 60 on #2 / 1/2"
90% Krypton +10% Air / 1/4" Heat Strengthened Glass/.090
Dupont SGP/1/4" Heat Strengthened Glass, warm-edge spacer.
INDICATES IGU-1B
• U: 0.23 SHGC: 0.40
• Double glazed IGU: 1/4" Starphire w/Solarban 60 on #2 / 1/2"
90% Krypton +10% Air / 1/4" Heat Strengthened Glass/.090
Dupont SGP/1/4" Heat Strengthened Glass, acid etch #6, warm-
edge spacer.
INDICATES IGU-2A
• U: 0.22 SHGC: 0.22
• Double glazed IGU: 1/4" Starphire w/Solarban 90 on #2 / 1/2"
90% Krypton +10% Air / 1/4" Heat Strengthened Glass/.090
Dupont SGP/1/4" Heat Strengthened Glass, warm-edge spacer.
INDICATES IGU-2B
• U: 0.22 SHGC: 0.22
• Double glazed IGU: 1/4" Starphire w/Solarban 90 on #2 / 1/2"
90% Krypton +10% Air / 1/4" Heat Strengthened Glass/.090
Dupont SGP/1/4" Heat Strengthened Glass, acid etch #6, warm-
edge spacer.
INDICATES GLASS SPANDREL PANEL, COLOR 1
INDICATES GLASS SPANDREL PANEL, COLOR 2
INDICATES GLASS SPANDREL PANEL, COLOR 3
INDICATES PAINTED BACK PAN, REFER TO EXTERIOR
SECTIONS AND DETAILS FOR ADDITIONAL INFORMATION
1A
1B
2A
2B
3
4
5
6
3
3
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/19/2021 11:15:28 AMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-6.08
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
CURTAINWALL
ELEVATIONS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
1 C12
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12B
2 C13
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
3 C14
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12A
4 C15
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
5 C16
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12B
6 C17
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
7 C20
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12C
8 C21
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
9 C22
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
15 C23
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12C
10 C24
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
11 C25
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12C
12 C26
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
13 C27
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.12C
14 C28
2 2/12/21 ADDENDUM 2
3 2/18/21 ADDENDUM 3
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
1
A-3.27
24' - 2 1/2" R.O.2' - 6"4
1A
1A
4
1A
1A
1A
EXT381/2"24' - 1 1/2" F.D.1/2"10' - 11 3/8" R.O.
1/2" 10' - 10 3/8" F.D. 1/2"
1A
4
1A
1A
1A 1A
4' - 8 1/4"3' - 0 1/2"5' - 2 1/4"5' - 2 1/4"3
3
9
A-6.10
8
A-6.10
5
A-6.10
1
A-6.10
2
A-6.10 3
3
3
3
EXTERIOR GLAZING LEGEND
INDICATES IGU-1A (TYP IGU u.o.n.)
• U: 0.23 SHGC: 0.40
• Double glazed IGU: 1/4" Starphire w/Solarban 60 on #2 / 1/2"
90% Krypton +10% Air / 1/4" Heat Strengthened Glass/.090
Dupont SGP/1/4" Heat Strengthened Glass, warm-edge spacer.
INDICATES IGU-1B
• U: 0.23 SHGC: 0.40
• Double glazed IGU: 1/4" Starphire w/Solarban 60 on #2 / 1/2"
90% Krypton +10% Air / 1/4" Heat Strengthened Glass/.090
Dupont SGP/1/4" Heat Strengthened Glass, acid etch #6, warm-
edge spacer.
INDICATES IGU-2A
• U: 0.22 SHGC: 0.22
• Double glazed IGU: 1/4" Starphire w/Solarban 90 on #2 / 1/2"
90% Krypton +10% Air / 1/4" Heat Strengthened Glass/.090
Dupont SGP/1/4" Heat Strengthened Glass, warm-edge spacer.
INDICATES IGU-2B
• U: 0.22 SHGC: 0.22
• Double glazed IGU: 1/4" Starphire w/Solarban 90 on #2 / 1/2"
90% Krypton +10% Air / 1/4" Heat Strengthened Glass/.090
Dupont SGP/1/4" Heat Strengthened Glass, acid etch #6, warm-
edge spacer.
INDICATES GLASS SPANDREL PANEL, COLOR 1
INDICATES GLASS SPANDREL PANEL, COLOR 2
INDICATES GLASS SPANDREL PANEL, COLOR 3
INDICATES PAINTED BACK PAN, REFER TO EXTERIOR
SECTIONS AND DETAILS FOR ADDITIONAL INFORMATION
1A
1B
2A
2B
3
4
5
6
3
3
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
EXT16
1A 1A 1A 1A
1A1A1A1A
1A 1A 1A
1A18' - 4 1/2" R.O.1' - 4"1/2"18' - 3 1/2" F.D.1/2"18' - 1" R.O.
1/2"18' - 0" F.D.1/2"
10' - 8"
1A
1A
1A
8' - 6 1/4"3' - 4"6' - 5 1/4"3' - 8"3' - 8"
EQEQEQ
9
A-6.10
8
A-6.10
5
A-6.10
3
3
3
4
A-5.02
Sim
3
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"18' - 4 1/2" R.O.1' - 4"1/2"18' - 3 1/2" F.D.1/2"18' - 1" R.O.
1/2"18' - 0" F.D.1/2"
1A 1A 1A 1A 1A
1A 1A 1A 1A 1A
1A 1A 1A 1A 1A
EQ EQ EQ EQ EQ
6' - 5 1/4"3' - 4"8' - 6 1/4"9
A-6.10
8
A-6.10
5
A-6.10
3
3
3
4
A-5.02
Sim
3
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"18' - 4 1/2" R.O.1' - 4"1/2"18' - 3 1/2" F.D.1/2"18' - 1" R.O.
1/2"18' - 0" F.D.1/2"
10' - 8"
1A
1A
1A
1A 1A 1A
1A1A1A
1A 1A 1A1A
1A
1A
3' - 8"3' - 8"
EQ EQ EQ
8' - 6 1/4"3' - 4"6' - 5 1/4"EXT17
9
A-6.10
8
A-6.10
5
A-6.10
3
3
3
4
A-5.02
Sim
3
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
5
A-3.43
9
A-5.20 EXT3324' - 2 1/2" R.O.2' - 6"1/2"24' - 1 1/2"1/2"10' - 11 3/8" R.O.
1/2"10' - 10 3/8" F.D.1/2"
4 4
1A 1A
1A 1A
4
1A
1A
1A 1A1A
1A
4' - 8 1/4"3' - 0 1/2"5' - 2 1/4"5' - 2 1/4"3
3 9
A-6.10
8
A-6.10
5
A-6.10
1
A-6.10
2
A-6.10
3
3
3
3
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"
1
A-3.43
24' - 2 1/2" R.O.2' - 6"1/2"24' - 1 1/2" F.D.1/2"1/2" 10' - 10 3/8" 1/2"
10' - 11 3/8" R.O.
3 3
1A 1A
1A1A
1A
EXT32
2
A-3.283' - 0 1/2"5' - 2 1/4"5' - 2 1/4"1A 1A
3
1A
1A
1A
3
3
4' - 8 1/4"
3
8
A-6.10
5
A-6.10
9
A-6.10
1
A-6.10
2
A-6.10
3
3
3
3
FIRST FLOOR
+28' -2 3/8"
SECOND FLOOR
+41' -6 3/8"
MAIN ROOF
+54' -10 3/8"24' - 2 1/2" R.O.2' - 6"1/2"24' - 1 1/2" F.D.1/2"10' - 11 3/8" R.O.
1/2"10' - 10 3/8"1/2"
EXT39
4 4
1A1A
1A 1A
1A
1A 1A
4
1A
1A
1A3' - 0 1/2"5' - 2 1/4"5' - 2 1/4"4' - 8 1/4"
3
3
9
A-6.10
8
A-6.10
5
A-6.10
1
A-6.10
2
A-6.10
3
3
3
3
FIRST FLOOR
+28' -2 3/8"
5
A-5.16 EXT04 EXT03
1' - 2"
1/2" 16' - 1" F.D. 1/2"
EQ EQ
1' - 6"6' - 7"1' - 11"1/2"10' - 0" F.D.2A
2A
2A 2A2A
2A 2A
2A
3
16' - 2" R.O.10' - 0 1/2" R.O.3
A-6.10
FIRST FLOOR
+28' -2 3/8"
B100A B100B
1/2" 18' - 6" F.D. 1/2"1' - 11"6' - 7"1' - 6"1/2"10' - 0" F.D.EQ EQ1' - 2"
1A
1A
1A
1A
1A
1A1A1A
3
18' - 7" R.O.10' - 0 1/2" R.O.FIRST FLOOR
+28' -2 3/8"
EXT02 EXT01
1/2"17' - 4" F.D.1/2"
1' - 2"EQEQ
1' - 11"6' - 7"1' - 6"1/2"10' - 0" F.D.2A 2A 2A
2A2A
2A2A
2A
3
17' - 5" R.O.10' - 0 1/2" R.O.3
A-6.10
FIRST FLOOR
+28' -2 3/8"
B121A B121B
1/2" 14' - 9 1/4" F.D. 1/2"1/2"10' - 0" F.D.1' - 6" 6' - 7" 1' - 11"
EQEQ
1A
1A
1A
1A
1A 1A 1A
1A
3
14' - 10 1/4" R.O.
1' - 2"10' - 0 1/2" R.O.FIRST FLOOR
+28' -2 3/8"1/2"4' - 10" F.D.1/2"4' - 11" R.O.3' - 4"1A
1/2"
F.D.
3' - 11 3/8"1/2"
R.O.
4' - 0 3/8"
5
A-6.10
4
A-6.10 SIM
6
A-6.10 SIM
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/19/2021 11:15:50 AMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-6.09
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
CURTAINWALL
ELEVATIONS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
2 2/12/21 ADDENDUM 2
3 2/18/21 ADDENDUM 3
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11D
4 C30
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
5 C31
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
6 C32
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
7 C33
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
1 C18
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11C
2 C19
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11D
3 C29
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
8 C34
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
9 C35
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
10 C36
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11B
11 C37
1/4" = 1'-0"
REFERENCING VIEW: 1/ A-1.11A
12 C38
ROUT & RETURN METAL PANEL SYSTEM
AIR SPACE
MINERAL WOOL INSULATION
BUTYL TAPE
CONTINUOUS WEATHER RESISTIVE BARRIER
[07_2715],LAP INTO ROUGH OPENING; SEAL
ALL PENETRATIONS AND EDGES
GLASS-FACED GYPSUM
SHEATHING
SILICONE SHEET, TIE INTO GLAZING
POCKET (PRIMARY SEAL)
BEND IN METAL PANEL
CONTINUOUS SEALANT AND BACKER
ROD
CURTAINWALL SILL ASSEMBLY
1" INSULATED GLAZING UNIT
4"4"1/2"GWB, PAINTED
WOOD TRIM w/EASED EDGES,
CLEAR SATIN FINISH
CONTINUOUS INTERIOR SEALANT
METAL STUD FRAMING
EXTERIORINTERIOR
1/2"2"CONTINUOUS FRT BLOCKING FRAME DIMENSIONROUGH OPENING(2)-LAYERS OF 3/4" PLYWOOD
THERMALLY-BROKEN RAINSCREEN ATTACHMENT
SYSTEM [06_7100]
1.5 X 1.5 INCH ALUM ANGLE BY METAL
PANEL INSTALLER1/8"ROUT & RETURN METAL PANEL SYSTEM
AIR SPACE
MINERAL WOOL INSULATION
THERMALLY BROKEN RAINSCREEN
ATTACHMENT SYSTEM (ABOVE)
CONTINUOUS WEATHER RESISTIVE
BARRIER, LAP INTO ROUGH OPENING;
SEAL ALL PENETRATIONS AND EDGES
GLASS-FACED GYPSUM SHEATHING
SILICONE SHEET, TIE INTO GLAZING
POCKET (primary seal)
90° BEND IN METAL PANEL
CONTINUOUS SEALANT AND BACKER
ROD (secondary seal)
CURTAINWALL JAMB ASSEMBLY
1" INSULATED GLAZING UNIT
GWB, PAINTED
METAL STUD FRAMING
CONTINUOUS INTERIOR SEALANT
CONTINUOUS FRT BLOCKING
1/2"FRAME DIMENSIONROUGH OPENINGWOOD TRIM w/EASED EDGES,
CLEAR SATIN FINISH
EXTERIORINTERIOR
1/2"2"(2)-LAYERS OF 3/4" PLYWOOD
CONTINOUS 1.5 X 1.5 INCH ALUM ANGLE
BY METAL PANEL INSTALLER
ROUT & RETURN METAL PANEL SYSTEM
MINERAL WOOL INSULATION
THERMALLY BROKEN RAINSCREEN
ATTACHMENT SYSTEM
GLASS-FACED GYPSUM SHEATHING
SILICONE SHEET, TIE INTO GLAZING
POCKET (PRIMARY SEAL)
CONTINUOUS SEALANT AND BACKER
ROD
CURTAINWALL HEAD ASSEMBLY
1" INSULATED GLAZING UNIT
GWB, PAINTED
METAL STUD FRAMING
CONTINUOUS INTERIOR SEALANT
CONTINUOUS FRT BLOCKING
WOOD TRIM w/EASED EDGES,
CLEAR SATIN FINISH
EXTERIOR
INTERIOR
1/2"2"1/2"FRAME DIMENSIONROUGH OPENING(2)-LAYERS OF 3/4" PLYWOOD
METAL THRU-WALL FLASHING [07_
6200], CONTINUOUS, TO DIRECT
WATER TO HEAD WEEPS:
CONTINUOUS WEATHER RESISTIVE
BARRIER, LAP INTO ROUGH OPENING;
SEAL ALL PENETRATIONS AND EDGES
CONTINOUS 1.5 X 1.5 INCH ALUM ANGLE
BY METAL PANEL INSTALLER
THERMAL SEPARATOR BY METAL PANEL
INSTALLER
FACE BRICK
AIR SPACE
MINERAL WOOL INSULATION
THERMALLY-BROKEN MASONRY ANCHOR
w/BUTYL TAPE AT SHEATHING (TYP).
ALIGN w/STUD, SEAL ALL PENETRATIONS
CONTINUOUS WEATHER RESISTIVE MEMBRANE
(WRM), [07_2715]; LAP INTO ROUGH OPENING; SEAL
ALL PENETRATIONS AND EDGES
GLASS-FACED GYPSUM SHEATHING
SILICONE SHEET, LAP THRU-WALL
FLASHING, TIE INTO GLAZING POCKET
(PRIMARY SEAL)
TURN METAL FLASHING INTO GLAZING
POCKET
PRECAST SILL w/STONE ANCHOR
CONTINUOUS SEALANT AND BACKER ROD
CURTAINWALL SILL ASSEMBLY
1" INSULATED GLAZING UNIT
GWB, PAINTED
WOOD TRIM w/EASED EDGES,
CLEAR SATIN FINISH
CONTINUOUS INTERIOR
SEALANT
METAL STUD
FRAMING
PAINTED ALUM. .090 BRAKEMETAL SILL
EXTENSION CARRIED INTO GLAZING
POCKET - BY CW INSTALLER
EXTERIORINTERIOR
OPEN CELL WEEP FOR CAVITY VENTING
CAST DRIP EDGE
1/2"2"(2)-LAYERS OF 3/4" PLYWOOD
CONTINUOUS FRT
BLOCKING
METAL SILL FLASHING WITH WELDED
END DAMS AND HEMMED DRIP (SEE ALSO
DETAIL 13/A502)
CONTINUOUS 1/8" THICK
STEEL BENT PLATE [05_
5000] FASTENED TO
CFMF, SEE STUCTURAL
DETAIL
STRIP THE BENT PLATE INTO THE WRM
USING WRM TAPE [07_2715]
WRM TAPE STRIPPING AT
METAL FLASHING TERM
BAR
EXTERIORINTERIOR
1/2"FACE BRICK
AIR SPACE
MINERAL WOOL INSULATION
THERMALLY-BROKEN MASONRY
ANCHOR w/BUTYL TAPE AT SHEATHING
(TYP). ALIGN w/STUD, SEAL ALL
PENETRATIONS
CONTINUOUS WEATHER RESISTIVE
BARRIER, LAP INTO ROUGH OPENING;
SEAL ALL PENETRATIONS AND EDGES
GLASS-FACED GYPSUM SHEATHING
SILICONE SHEET, TIE INTO GLAZING
POCKET (primary seal)
CONTINUOUS SEALANT AND BACKER
ROD (secondary seal)
CURTAINWALL JAMB ASSEMBLY
1" INSULATED GLAZING UNIT
GWB, PAINTED
METAL STUD FRAMING
CONTINUOUS INTERIOR
SEALANT
CONTINUOUS FRT BLOCKING
FRAME DIMENSIONROUGH OPENINGSTACK BOND BRICK COURSE AT
OPENING, PRECAST SILL SHOULDER
BELOW
1/2"
WOOD TRIM w/EASED EDGES,
CLEAR SATIN FINISH 2"Z-TIE AT ALTERNATING BRICKS
1"
(2)-LAYERS OF 3/4" PLYWOOD
EXTERIORINTERIOR
3/8"FRAME DIMENSIONROUGH OPENING1/2"2"FACE-FASTENED GFRC PANEL w/COLOR-
MATCHED EXPOSED FASTENERS
AIR SPACE
MINERAL WOOL INSULATION
THERMALLY BROKEN RAINSCREEN
ATTACHMENT SYSTEM
BUTYL TAPE
CONTINUOUS WEATHER RESISTIVE
BARRIER, LAP INTO ROUGH OPENING;
SEAL ALL PENETRATIONS AND EDGES
GLASS-FACED GYPSUM SHEATHING
SILICONE SHEET, TIE INTO GLAZING
POCKET (primary seal)
.090 BRAKEMETAL SURROUND (PAINTED)
[07_6200] ATTACH TO RAINSCREEN GIRT
SYSTEM AND TURN INTO GLAZING
POCKET, SLOPE AWAY FROM CURTAIN
WALL
CONTINUOUS SEALANT AND BACKER
ROD (secondary seal)
CURTAINWALL SILL ASSEMBLY
1" INSULATED GLAZING UNIT
GWB, PAINTED
WOOD TRIM w/EASED EDGES,
CLEAR SATIN FINISH
CONTINUOUS INTERIOR
SEALANT
METAL STUD FRAMING
CONTINUOUS FRT BLOCKING
(2)-LAYERS OF 3/4" PLYWOOD 1/8"1/2"EXTERIORINTERIOR
1/2"3/8"AIR SPACE
MINERAL WOOL INSULATION
THERMALLY BROKEN
RAINSCREEN ATTACHMENT
SYSTEM
BUTYL TAPE
CONTINUOUS WEATHER RESISTIVE
BARRIER, LAP INTO ROUGH OPENING;
SEAL ALL PENETRATIONS AND EDGES
GLASS-FACED GYPSUM SHEATHING
SILICONE SHEET, TIE INTO GLAZING
POCKET (primary seal)
.090 BRAKE METAL SURROUND
(PAINTED) [07_6200] ATTACH TO
RAINSCREEN GIRT SYSTEM AND TURN
INTO GLAZING POCKET
CONTINUOUS SEALANT AND BACKER
ROD (secondary seal)
CURTAINWALL HEAD ASSEMBLY
1" INSULATED GLAZING UNIT
FACE-FASTENED GFRC PANEL w/COLOR-
MATCHED EXPOSED FASTENERS
1/2"2"GWB, PAINTED
WOOD TRIM w/EASED
EDGES, CLEAR SATIN FINISH
METAL STUD FRAMING
CONTINUOUS FRT BLOCKING
CONTINUOUS INTERIOR
SEALANT
FRAME DIMENSIONROUGH OPENING(2)-LAYERS OF 3/4" PLYWOOD 3/8"1/2"EXTERIORINTERIOR
FRAME DIMENSIONROUGH OPENINGFACE-FASTENED GFRC PANEL w/COLOR-
MATCHED EXPOSED FASTENERS
AIR SPACE
MINERAL WOOL INSULATION
THERMALLY BROKEN RAINSCREEN
ATTACHMENT SYSTEM
CONTINUOUS WEATHER RESISTIVE
BARRIER, LAP INTO ROUGH OPENING;
SEAL ALL PENETRATIONS AND EDGES
GLASS-FACED GYPSUM SHEATHING
SILICONE SHEET, TIE INTO GLAZING
POCKET (primary seal)
.090 BRAKEMETAL SURROUND (PAINTED)
[07_6200]ATTACH TO RAINSCREEN GIRT
SYSTEM AND TURN INTO GLAZING
POCKET
CONTINUOUS SEALANT AND BACKER
ROD (secondary seal)
CURTAINWALL JAMB ASSEMBLY
1" INSULATED GLAZING UNIT
GWB, PAINTED
WOOD TRIM w/EASED
EDGES, CLEAR SATIN FINISH
METAL STUD FRAMING
CONTINUOUS FRT BLOCKING
1/2"2"CONTINUOUS INTERIOR
SEALANT
(2)-LAYERS OF 3/4" PLYWOOD
7 1/8" 1/2"7 1/8"1/2"FRAME DIMENSION
FRAME DIMENSION.125 BRAKE METAL CORNER, PAINTED.
PROVDE TABS AT HEAD AND SILL TO
SUPPORT SECONDARY SEAL TRANSITION
THROUGH CORNER (08 _4413)
FILL CAVITY WITH SPRAY FOAM
INSULATION
SILICONE SHEET TIED INTO GLAZING
POCKETS (primary seal)
CONTINUOUS SEALANT AND BACKER ROD
(secondary seal)
CURTAINWALL JAMB ASSEMBLY
1" INSULATED GLAZING UNIT
EXTERIOR
INTERIOR
SUPPORT ANGLE
CONTINUOUS INTERIOR SEALANT1/8"1/8"3
1"4 7/8"11 1/2"1/2"
MINERAL WOOL INSULATION
GLASS-FACED GYPSUM SHEATHING
SILICONE SHEET, TIE INTO
GLAZING POCKET
(PRIMARY SEAL)
CONTINUOUS SEALANT AND BACKER
ROD (SECONDARY SEAL)
CURTAINWALL HEAD ASSEMBLY
1" INSULATED GLAZING UNIT
GWB, PAINTED
METAL STUD FRAMING
CONTINUOUS INTERIOR SEALANT
CONTINUOUS FRT BLOCKING
WOOD TRIM w/EASED EDGES,
CLEAR SATIN FINISH
EXTERIORINTERIOR
(2)-LAYERS OF 3/4"
PLYWOOD
METAL THRU-WALL FLASHING [07_6200],
CONTINUOUS, ATTACH WITH TERM BAR AND
STRIP OVER ATTACHMENT WITH WRM TAPE
CONTINUOUS WEATHER RESISTIVE
BARRIER, LAP INTO ROUGH OPENING;
SEAL ALL PENETRATIONS AND EDGES
1/2"4"GALVANIZED STEEL LINTEL, PAINTED
PRECAST COPING
CONTINUOUS EXTERIOR SEALANT
AND BACKER ROD
1/2"FRAME DIMENSIONROUGH OPENINGB33
L.6
1' - 0"
1/2"1/2"
CURTAINWALL JAMB ASSEMBLY
CONTINUOUS SEALANT AND
BACKER ROD (secondary seal)
.125 BRAKE METAL, PAINTED.
PROVDE TABS AT HEAD AND SILL TO
SUPPORT SECONDARY SEAL
TRANSITION THROUGH CORNER
.125 BRAKE METAL, PAINTED.
ATTACHED WITH CLIP ANGLES
(08_4413)
SILICONE SHEET TIED INTO
GLAZING POCKETS (primary
seal)
STRUCTURAL COLUMNM , SEE
STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION
FILL CAVITY WITH SPRAY
FOAM INSULATION
1" INSULATED GLAZING UNIT
ROUGH CARPENTRY (06_1000)
3
A18
10
AF-1.20
1/8"
SCRIBE WAINSCOT AND GWB TO BRAKEMETAL
WAINSCOT
BRAKEMETAL SHAPE, PAINTED TO MATCH CURTAINWALL
INTERIOR SEALANT
C35
BRAKE METAL SHAPE, SET IN GLAZING POCKET,
PAINTED TO MATCH CURTAINWALL
M08C
F03B
F03D
SCRIBE THINBRICK AND PRECAST BASE TO
BRAKE METAL
FRT BLOCKING
SEALANT AND BACKER ROD
1/2"
NORMAN THINBRICK WITH PRECAST BASE
BELOW
CURTAINWALL JAMB ASSEMBLY
3
C35
F03D
S03A
1/8"
1/2"
CORNER BEAD
GYPSUM BOARD ON NON-STRUCTURAL METAL
FRAMING, REFER TO WALL ASSEMBLY FOR
ADDITIONAL INFORMATION
BRAKEMETAL SHAPE, PAINTED TO MATCH CURTAINWALL
INTERIOR SEALANT
FRT BLOCKING
CURTAINWALL JAMB ASSEMBLY
SEALANT AND BACKER ROD
BRAKEMETAL SHAPE SET IN GLAZING POCKET, PAINTED
TO MATCH CURTAINWALL
SCRIBE THINBRICK AND PRECAST BASE TO BRAKE
METAL
NORMAN THINBRICK WITH PRECAST BASE BELOW
3
10
AF-1.20
M08C
F02B
F02B
C37
GYPSUM BOARD ON NON-STRUCTURAL METAL
FRAMING, REFER TO WALL ASSEMBLY FOR ADDITIONAL
INFORMATION
WAINSCOT
SCRIBE WAINSCOT AND GWB TO BRAKEMETAL
BRAKEMETAL SHAPE, PAINTED TO MATCH CURTAINWALL
INTERIOR SEALANT
FRT BLOCKING
CURTAINWALL JAMB ASSEMBLY
SEALANT AND BACKER ROD
BRAKEMETAL SHAPE SET IN GLAZING POCKET, PAINTED
TO MATCH CURTAINWALL
SCRIBE THINBRICK AND PRECAST BASE TO BRAKE
METAL
NORMAN THINBRICK WITH PRECAST BASE BELOW
3
S03A
S03A
WAINSCOT; TURN BACK TO BRAKE METAL AND
SCRIBE
BRAKEMETAL SHAPE, PAINTED TO MATCH
CURTAINWALL
INTERIOR SEALANT
CURTAINWALL JAMB ASSEMBLY
FRT BLOCKING
C37
SEALANT AND BACKER ROD
BRAKEMETAL SHAPE SET IN GLAZING POCKET,
PAINTED TO MATCH CURTAINWALL
SCRIBE THINBRICK AND PRECAST BASE TO
BRAKE METAL
NORMAN THINBRICK WITH PRECAST BASE
BELOW
3
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
3" = 1'-0"2/19/2021 11:16:23 AMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
A-6.10
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
CURTAINWALL DETAILS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
3" = 1'-0"
REFERENCING VIEW: 6/ A-5.03
1 TYP CURTAINWALL SILL DETAIL @METAL PANEL
3" = 1'-0"
REFERENCING VIEW: 1/ A-2.15
2 TYP CURTAINWALL JAMB DETAIL @METAL PANEL
3" = 1'-0"
REFERENCING VIEW: 3/ A-3.26
3 TYP CURTAINWALL HEAD DETAIL @METAL PANEL
3" = 1'-0"
REFERENCING VIEW: 1/ A-5.01
4 TYP CURTAINWALL SILL DETAIL @BRICK
3" = 1'-0"
REFERENCING VIEW: 1/ A-6.09
5 TYP CURTAINWALL JAMB DETAIL @BRICK
3" = 1'-0"
REFERENCING VIEW: 8/ A-5.03
7 TYP CURTAINWALL SILL DETAIL @GFRC PANELS
3" = 1'-0"
REFERENCING VIEW: 5/ A-5.02
9 TYP CURTAINWALL HEAD DETAIL @GFRC PANELS
3" = 1'-0"
REFERENCING VIEW: 1/ A-6.09
8 TYP CURTAINWALL JAMB DETAIL @GFRC PANELS
3" = 1'-0"
REFERENCING VIEW: 1/ A-1.12A
10 TYPICAL CURTAINWALL RECTANGULAR CORNER
3" = 1'-0"11 VESTIBULE CURTAINWALL 90° CORNER
3" = 1'-0"
REFERENCING VIEW: 2/ A-5.02
6 CURTAINWALL HEAD DETAIL @BRICK
2 2/12/21 ADDENDUM 2
3 2/18/21 ADDENDUM 3
3" = 1'-0"
REFERENCING VIEW: 1/ A-1.12A
12 CURTWAINWALL COLUMN COVER DETAIL
3" = 1'-0"
REFERENCING VIEW: 1/ A-4.41
13 CURTAINWALL JAMB B100 NORTHEAST
3" = 1'-0"
REFERENCING VIEW: 1/ A-4.41
14 CURTAINWALL JAMB B100 NORTHWEST
3" = 1'-0"
REFERENCING VIEW: 1/ A-4.41
15 CURTAINWALL JAMB B121 NORTHWEST
3" = 1'-0"
REFERENCING VIEW: 1/ A-4.41
16 CURTAINWALL JAMB B121 NORTHEAST
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:3/1/2021 10:25:07 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
AF-0.01
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
FINISH LEGEND
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
2 2/12/21 ADDENDUM 2
8 3/1/21 ADDENDUM 8
RT-01 RUBBER TRANSITION AUDITORIUM, ADMIN, MEDIA CENTER ROPPE PRODUCT: RUBBER TRANSITION FROM CARPET TO CONCRETE TBD BASED ON FINAL FLOORING SELECTION COLOR: TBD BY ARCHITECT
RST-01 RUBBER STAIR TREAD STAIRS ROPPE PRODUCT: 93 TEXTURED STAIR TREAD; COLOR: R644 SUNBEAM RENEW 2" GLOW ABRASIVE STRIP
RN-02 RUBBER NOSING AUDITORIUM ROPPE PRODUCT: RUBBER NOSING FROM CARPET (H) TO CONCRETE (V) TBD BASED ON FINAL FLOORING SELECTION COLOR: TBD BY ARCHITECT
RN-01 RUBBER NOSING AUDITORIUM ROPPE PRODUCT: RUBBER NOSING FROM CARPET (H) TO CARPET (V) TBD BASED ON FINAL FLOORING SELECTION COLOR: TBD BY ARCHITECT
NOSING / TRANSITIONS
MAT-02 WALK OFF MAT C & D WING STAIR ENTRIES MATS, INC. COCOA MAT COLOR: DARK GRAY
MAT-01 RECESSED WALK OFF MAT ENTRY MATS, INC. DUAL TRACK COLOR: NEW YORK CHARCOAL
HB-01 HIGH DENSITY HARDBOARD FLOORING AUDITORIUM STAGE BEYOND CURTAIN 1/4" THICK
WD-01 WOOD FLOORING STAGES 2 1/4"W PLANK AT RANDOM LENGTH; FINISH TO MATCH DESIGNER'S SAMPLE
PT-14 TILE FLOORING SECOND FLOOR B WING LOBBY, CONNECTORS & MAKER SPACES MOSA 6140V-090090 SCENES DARK ANTHRACITE GRAIN; SIZE: 36"X36"; SURFACE: PATTERN MATT; FINISH: V
TF-01 TERRAZO FLOORING GRAND STAIRS CONCRETE COLLABORATIVE VENICE TERRAZZO COLOR: ALABASTER LARGE YELLOW MARBLE
WAF-01 WOOD ATHLETIC FLOORING GYMNASIUM ROBBINS SPORTS SURFACES BIO-CHANNEL STAR CONTINUOUS STRIP XL W/ XLPLUS
RBF-04 RUBBER FLOORING ELEVATOR; MEDIA WORK ROPPE PRODUCT:ENVIRE RUBER SYMMETRY; COLOR: S123 CHARCOAL
RBF-02 RUBBER FLOORING NURSE'S OFFICE ROPPE PRODUCT:ENVIRE RUBER SYMMETRY; COLOR: AS191 CAMEL
RBF-02 RUBBER FLOORING STAIR LANDINGS ROPPE PRODUCT: 93 TEXTURED STAIR TREAD; COLOR: R644 SUNBEAM RENEW 2" GLOW ABRASIVE STRIP
RBF-01 RUBBER FLOORING ADAPTIVE PE ROPPE PRODUCT: TUFLEX SPARTUS; COLOR: 982 TAUPE; SIZE: 27"X27"
LN-12 LINOLEUM FLOORING D WING SECOND FLOOR ACCENT FORBO PRODUCT: MARMOLEUM FRESCO; COLOR: 3251 LEMON ZEST
LN-11 LINOLEUM FLOORING D WING SECOND FLOOR ACCENT FORBO PRODUCT: MARMOLEUM FRESCO; COLOR: 3125 GOLD SUNSET
LN-10 LINOLEUM FLOORING D WING FIRST FLOOR ACCENT FORBO PRODUCT: MARMOLEUM FRESCO; COLOR: 3262 MARIGOLD
LN-09 LINOLEUM FLOORING D WING FIRST FLOOR ACCENT FORBO PRODUCT: MARMOLEUM FRESCO; COLOR: 3126 KYOTO
LN-08 LINOLEUM FLOORING C WING SECOND FLOOR ACCENT FORBO PRODUCT: MARMOLEUM REAL; COLOR: 3881 GREEN WELLNESS
LN-07 LINOLEUM FLOORING C WING SECOND FLOOR ACCENT FORBO PRODUCT: MARMOLEUM FRESCO; COLOR: 3260 LEAF
LN-06 LINOLEUM FLOORING C WING FIRST FLOOR ACCENT FORBO PRODUCT: MARMOLEUM FRESCO; COLOR: 3828 BLUE HEAVEN
LN-05 LINOLEUM FLOORING C WING FIRST FLOOR ACCENT FORBO PRODUCT: MARMOLEUM CONCRETE; COLOR: 3739 BLUE GLOW
LN-04 LINOLEUM FLOORING A WING ACCENT FORBO PRODUCT: MARMOLEUM SPLASH; COLOR: 3429 BLUEMOON
LN-03 LINOLEUM FLOORING A WING ACCENT FORBO PRODUCT: MARMOLEUM FRESCO;; COLOR: 3261 MARINE
LN-02 LINOLEUM FLOORING GENERAL SECONDARY FIELD FORBO PRODUCT: MARMOLEUM FRESCO; COLOR: 3860 SILVER SHADOW
LN-01 LINOLEUM FLOORING GENERAL PRIMARY FIELD FORBO PRODUCT: MARMOLEUM REAL; COLOR: 3257 EDELWEISS
SC-01 SEALED CONCRETE AUDITORIUM SEATING; CUSTODIAL SPACES; STORAGE SEE SPECIFICATION FOR MORE INFORMATION SEE SPECIFICATION FOR MORE INFORMATION
PC-01 POLISHED CONCRETE ATRIUM; AUDITORIUM LOBBY; CAFETORIUM;SEE SPECIFICATION FOR MORE INFORMATION 2" TOPPING SLAB WITH SEASHELLS; SEE SPECIFICATION FOR MORE INFORMATION
EPOXY-02 RESINOUS EPOXY FLOORING RESTROOMS @ KITCHEN & KITCHEN ACRYLICON PRODUCT: DECOR FLOOR SYSTEM: COLOR CODE: D1
EPOXY-01 RESINOUS EPOXY FLOORING A, B, C & D WING RESTROOMS; LOCKER ROOMS ACRYLICON PRODUCT: EXPOSED SYSTEM: COLOR: OYSTER WHITE
CPT-03 CARPET TILE AUDITORIUM AISLE MOHAWK PRODUCT: LICHEN, MACRO BLOOM GT397; COLOR: 975 FELT FINISH; SIZE: 12"X36"INSTALLATION: BASKETWEAVE
CPT-02 CARPET TILE ADMIN; IT; GUIDANCE MOHAWK PRODUCT: RESTD GT427; COLOR: 961 HARMONY; SIZE: 12"X36"INSTALLATION: BASKETWEAVE
CPT-01 CARPET TILE MEDIA CENTER; B WING SECOND FLOOR CONFERENCE ROOMS; COMPUTER LAB MOHAWK PRODUCT: CHILLD GT424; COLOR: 946 AWAKENING; SIZE: 12"X36"INSTALLATION: BASKETWEAVE
FLOOR FINISHES
PB-01 PORCELAIN TILE BASE CORRIDORS; LOBBY; CAFETORIUM CROSSVILLE PRODUCT: RETROACTIVE 2.0; COLOR: RET10 ARMOR; SIZE: 6"X12" COVE BASE UNPOLISHED
MRB-01 METAL REVEAL BASE AUDITORIUM LOBBY FRY REGLET PRODUCT: REVEAL BASE 6" DRMB-625-600; COLOR: POWDERCOAT BLACK 6" TALL BASE
MB-01 METAL BASE AUDITORIUM AND CAFETORIUM STAGE 4" TALL BASE
RB-04 RUBBER BASE VENTED GYMNASIUM TARKETT
RB-03 RUBBER BASE SECOND FLOOR B WING ROPPE PRODUCT: PINNACLE RUBBER BASE; COLOR: 193 BLACK BROWN 6" TALL BASE *STANDARD TOE AT HARD FLOORING; 'NO TOE' AT CARPET
RB-02 RUBBER BASE A, B, C & D WINGS ROPPE PRODUCT: PINNACLE RUBBER BASE; COLOR: 122 NATURAL 4" TALL BASE *STANDARD TOE AT HARD FLOORING; 'NO TOE' AT CARPET
RB-01 RUBBER BASE A, B, C & D WINGS ROPPE PRODUCT: PINNACLE RUBBER BASE; COLOR: 193 BLACK BROWN 4" TALL BASE *STANDARD TOE AT HARD FLOORING; 'NO TOE' AT CARPET
WALL BASE
W-03 WOOD VENEER WAINSCOT CAFETORIUM SOLID VENEER GRADE PLYWOOD; FINISH AND GRAIN TO MATCH PL-01
W-02 WOOD WALL SYSTEM AUDITORIUM; CAFETORIUM; LOBBY RECEPTION DESKS FORMICA PRODUCT: HARDSTOP DECORATIVE PROTECTION PANELS; COLOR: 8844H-58 AGED ASH MATTE
W-01 WOOD WALL SYSTEM FLEXIBLE LEARNING AREAS; SECOND FLOOR LOBBY RULON PRODUCT: LINEAR COLOR & FINISH TO MATCH ARCHITECT'S CONTROL SAMPLE
SSM-11 SOLID SURFACE MATERIAL BENCHES @ RECEPTION DESK PORCELANOSA PRODUCT: KRION; COLOR: 9106 WHITE COPPER
SSM-10 SOLID SURFACE MATERIAL B WING RECEPTION DESK; MEDIA CENTER ENTRIES; CAFETORIUM PORCELANOSA PRODUCT: KRION; COLOR: 6101 FROST WHITE
SSM-05 SOLID SURFACE MATERIAL D WING SECOND FLOOR CLASSROOM PORTALS PORCELANOSA PRODUCT: KRION; COLOR: 6201 IMPERIAL YELLOW
SSM-04 SOLID SURFACE MATERIAL D WING FIRST FLOOR CLASSROOM PORTALS PORCELANOSA PRODUCT: KRION; COLOR: 6301 FRUIT
SSM-03 SOLID SURFACE MATERIAL C WING SECOND FLOOR CLASSROOM PORTALS PORCELANOSA PRODUCT: KRION; COLOR: 6601 FALL GREEN
SSM-02 SOLID SURFACE MATERIAL A WING MUSIC CLASSROOM PORTALS PORCELANOSA PRODUCT: KRION; COLOR: 6705 TEAL BLUE
SSM-01 SOLID SURFACE MATERIAL C WING FIRST FLOOR CLASSROOM PORTALS PORCELANOSA PRODUCT: KRION; COLOR: 6704 NAVY BLUE
PT-13 PORCELAIN TILE AUDITORIUM LOBBY CROSSVILLE PRODUCT: LAMINAM, OXIDE 3+; COLOR: BIANCO; SIZE: 39"X 118"GROUT: LATICRETE
PT-12 PORCELAIN TILE RESTROOMS; SHOWERS; STAIR ACCENT WALLS MOSA PRODUCT: GLOBAL; COLOR:16610 PLAIN CREAM-WHITE; SIZE: 6"X6"PLAIN GLOSS GROUT: LATICRETE
PT-11 PORCELAIN TILE STAIR ACCENT WALLS MOSA PRODUCT: COLORS COLLECTION; COLOR: 18950 CORNSILK; SIZE: 6"X6"PLAIN GLOSS GROUT: LATICRETE
PT-10 PORCELAIN TILE D WING SECOND FLOOR RESTROOMS MOSA PRODUCT: COLORS COLLECTION; COLOR: 17950 SPECTRA YELLOW; SIZE: 6"X6"PLAIN GLOSS GROUT: LATICRETE
PT-09 PORCELAIN TILE STAIR ACCENT WALLS MOSA PRODUCT:; COLORS COLLECTION COLOR: 17940 FLAME ORANGE; SIZE: 6"X6"PLAIN GLOSS GROUT: LATICRETE
PT-08 PORCELAIN TILE D WING FIRST FLOOR RESTROOMS MOSA PRODUCT: GLOBAL; COLOR: 16980 DUTCH ORANGE; SIZE: 6"X6"PLAIN GLOSS GROUT: LATICRETE
PT-07 PORCELAIN TILE C WING SECOND FLOOR RESTROOMS MOSA PRODUCT: COLORS COLLECTION: COLOR: 19900 BUTTERFLY GREEN; SIZE 6"X6"PLAIN GLOSS GROUT: LATICRETE
PT-06 PORCELAIN TILE B WING RESTROOMS; C WING SECOND FLOOR RESTROOMS; LOCKER ROOMS; SHOWERS; STAIR ACCENT WALLS MOSA PRODUCT: GLOBAL: COLOR: 16930 ACCENT GREEN; SIZE 6"X6"PLAIN GLOSS GROUT: LATICRETE
PT-05 PORCELAIN TILE C WING FIRST FLOOR RESTROOMS; STAIR ACCENT WALLS MOSA PRODUCT: COLORS COLLECTION; COLOR: 16760 PLAIN SEVRES BLUE; SIZE 6"X6"PLAIN GLOSS GROUT: LATICRETE
PT-04 PORCELAIN TILE A WING & C WING FIRST FLOOR RESTROOMS; CAFETORIUM; STAIR ACCENT WALLS MOSA PRODUCT: GLOBAL; COLOR: 16940 ACCENT BLUE; SIZE 6"X6"PLAIN GLOSS GROUT: LATICRETE
PT-03 PORCELAIN TILE WAINSCOT CORRIDORS; LOBBY CROSSVILLE PRODUCT: RETROACTIVE 2.0: COLOR: RET 04 EMPRESS WHITE UPS; SIZE: 12"X24"PATTERN GROUT: LATICRETE
PT-02 PORCELAIN TILE WAINSCOT CORRIDORS; LOBBY CROSSVILLE PRODUCT: RETROACTIVE 2.0; COLOR: RET 04 EMPRESS WHITE UPS; SIZE: 12"X24"POLSIHED GROUT: LATICRETE
PT-01 PORCELAIN TILE WAINSCOT CORRIDORS; LOBBY CROSSVILLE PRODUCT: RETROACTIVE 2.0; COLOR: RET 04 EMPRESS WHITE UPS; SIZE: 12"X24"UNPOLISHED GROUT: LATICRETE
AWP-02 ACOUSTICAL WALL PANEL AUDITORIUM, HOUSE USG PRODUCT: WALLFORMS SARANTE; S-31 GOLDEN OAK; PERFORATED
AWP-01 ACOUSTICAL WALL PANEL AUDITORIUM, HOUSE USG PRODUCT: WALLFORMS SARANTE; S-31 GOLDEN OAK
AP-04 ACOUSTICAL WALL PANEL MUSIC ROOMS CONWED DESIGNSCAPE PRODUCT: RESPOND A SERIES (NAF)BASIS OF DESIGN FABRIC: MFG: MAHARAM TEXTILES; PATTERN: MUSE; NUMBER: 466487-008; COLOR: FANTASY 1" THICK
AP-03 ACOUSTICAL WALL PANEL MUSIC ROOMS CONWED DESIGNSCAPE PRODUCT: RESPOND IR SERIES (NAF)BASIS OF DESIGN FABRIC: MFG: MAHARAM TEXTILES; PATTERN: MUSE; NUMBER: 466487-017; COLOR: RIVERBEND 1 1/8" THICK
AP-02 ACOUSTICAL WALL PANEL MEDIA CENTER RECORDING CONWED DESIGNSCAPE PRODUCT: RESPOND IR SERIES (NAF)BASIS OF DESIGN FABRIC: MFG: MAHARAM TEXTILES; PATTERN: MUSE; NUMBER: 466487-013; COLOR: GOAL 1 1/8" THICK
AP-01 ACOUSTICAL WALL PANEL AUDITORIUM, HOUSE CONWED DESIGNSCAPE PRODUCT: RESPOND IR SERIES (NAF)BASIS OF DESIGN FABRIC: MFG: MAHARAM TEXTILES; PATTERN: MUSE; NUMBER: 466487-003; COLOR: RUNWAY 1 1/8" THICK
WALL FINISH
PT-12 WALL & CEILING PAINT AUDITORIUM PAINT BENJAMIN MOORE COLOR: 1602 GUNMETAL
P-11 WALL & CEILING PAINT ACCENT WALL PAINT BENJAMIN MOORE COLOR: 2014-20 RUMBA ORANGE
P-10 WALL & CEILING PAINT ACCENT WALL PAINT BENJAMIN MOORE COLOR: 182 GLOWING UMBER
P-09 WALL & CEILING PAINT ACCENT WALL PAINT BENJAMIN MOORE COLOR: 2021-30 SUNSHINE
P-08 WALL & CEILING PAINT ACCENT WALL PAINT BENJAMIN MOORE COLOR: 595 DEEP JUNGLE
P-07 WALL & CEILING PAINT ACCENT WALL PAINT BENJAMIN MOORE COLOR: 2146-10 DARK CELERY
P-06 WALL & CEILING PAINT ACCENT WALL PAINT BENJAMIN MOORE COLOR: 602 GONDOLA RIDE
P-05 WALL & CEILING PAINT ACCENT WALL PAINT BENJAMIN MOORE COLOR: 770 AMERICANA
P-04 WALL & CEILING PAINT ACCENT WALL PAINT BENJAMIN MOORE COLOR: 798 BLUE SUEDE SHOES
P-03 WALL PAINT GENERAL ACCENT WALL PAINT BENJAMIN MOORE COLOR: OC-31 FOG MIST
P-02 WALL & CEILING PAINT AUDITORIUM STAGE BENJAMIN MOORE COLOR:2131-10 BLACK SATIN FINISH VARIES BY LOCATION & SUBSTRATE, SEE GENERAL NOTES
P-01E WALL & CEILING PAINT GENERAL CEILING PAINT BENJAMIN MOORE COLOR: OC-152 SUPER WHITE FINISH VARIES BY LOCATION & SUBSTRATE, SEE GENERAL NOTES WATER BASED EPOXY PAINT SYSTEM, SEE SPECIFICATIONS MATTE FINISH AT CEILING
P-01 WALL & CEILING PAINT GENERAL WALL PAINT BENJAMIN MOORE COLOR: 1492 SEBRING WHITE FINISH VARIES BY LOCATION & SUBSTRATE, SEE GENERAL NOTES SEE SPECIFICATIONS MATTE FINISH AT CEILING
INTERIOR PAINT COLOR
FINISH CODE MATERIAL TYPE LOCATION MANUFACTURER ORDERING INFORMATION FINISH NOTES
FINISH LEGEND
8
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:3/1/2021 10:25:19 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
AF-0.02
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
FINISH LEGEND
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
3 2/18/21 ADDENDUM 3
8 3/1/21 ADDENDUM 8
TBC-05 TACKABLE MATERIAL D WING SECOND FLOOR FORBO BULLETIN BOARD COLOR: 2212 FRESH PINEAPPLE PROVIDED FOR COLOR INFORMATION ONLY. SEE SPECIFICATION.
TBC-04 TACKABLE MATERIAL D WING FIRST FLOOR FORBO BULLETIN BOARD COLOR: 2211 TANGERINE ZEST PROVIDED FOR COLOR INFORMATION ONLY. SEE SPECIFICATION.
TBC-03 TACKABLE MATERIAL MEDIA CENTER, SECOND FLOOR CONFERENCE ROOMS, C WING SECOND FLOOR FORBO BULLETIN BOARD COLOR: 213 BABY LETTUCE PROVIDED FOR COLOR INFORMATION ONLY. SEE SPECIFICATION.
TBC-02 TACKABLE MATERIAL MUSIC ROOMS, C WING FIRST FLOOR FORBO BULLETIN BOARD COLOR: 2214 BLUE BERRY PROVIDED FOR COLOR INFORMATION ONLY. SEE SPECIFICATION.
TBC-01 TACKABLE MATERIAL OFFICES, CAFETORIUM STAGE,LOBBY & ADMIN FORBO BULLETIN BOARD COLOR: 2206 OYSTER SHELL PROVIDED FOR COLOR INFORMATION ONLY. SEE SPECIFICATION.
TP-01 TOILET PARTITION A, B, C & D WINGS SCRANTON PRODUCTS ECLIPSE 2 PARTITIONS; COLOR: SANDCASTLE ORANGE PEEL
LC-05 STEEL LOCKERS D WING SECOND FLOOR LYON COLOR: SUNSHINE PROVIDED FOR COLOR INFORMATION ONLY. SEE SPECIFICATION.
LC-04 STEEL LOCKERS C WING SECOND FLOOR AND GYMNASIUM LYON COLOR: HUNTER GREEN PROVIDED FOR COLOR INFORMATION ONLY. SEE SPECIFICATION.
LC-03 STEEL LOCKERS D WING FIRST FLOOR LYON COLOR: ORANGE PROVIDED FOR COLOR INFORMATION ONLY. SEE SPECIFICATION.
LC-02 STEEL LOCKERS C WING FIRST FLOOR LYON COLOR: BRILLIANT BLUE PROVIDED FOR COLOR INFORMATION ONLY. SEE SPECIFICATION.
LC-01 STEEL LOCKERS C WING CORRIDORS, D WING CORRIDORS, & CUSTODIAL WORK LYON COLOR: MONORAIL GRAY PROVIDED FOR COLOR INFORMATION ONLY. SEE SPECIFICATION.
OTHER
FAB-12 UPHOLSTERY CLASSROOM BENCH CUSHION DESIGNTEX PATTERN: ANGLE 3922-402 COLOR: TIDAL
FAB-11 UPHOLSTERY MEDIA CENTER BENCH CUSHION DESIGNTEX PATTERN: SILICONE NAPPA 3156-502 COLOR: OLIVE
FAB-10 UPHOLSTERY MEDIA CENTER BENCH CUSHION DESIGNTEX PATTERN: RAIA 3157-501 COLOR: AVON
FAB-09 UPHOLSTERY CAFETORIUM BENCH ULTRAFABRICS PATTERN: ORIGINAL COLOR: 291-2551 BALTIC
FAB-08 DRAPERY THEATER SCRIM J.B. MARTIN PRODUCT: SEAMLESS, FLAME-RETARDANT SHARKSTOOTH SCRIM COLOR: BLACK PROVIDED FOR COLOR INFORMATION ONLY. SEE TR DRAWINGS FOR CURTAIN SCHEDULE AND INFORMATION.
FAB-07 DRAPERY THEATER CYCLORAMA J.B. MARTIN PRODUCT: 12 FT WIDE BLEACHED FLAME-RETARDANT MUSLIN COLOR: WHITE PROVIDED FOR COLOR INFORMATION ONLY. SEE TR DRAWINGS FOR CURTAIN SCHEDULE AND INFORMATION.
FAB-06 ROLLER SHADE FABRIC WINDOWS MECHOSHADE SUN CONTROL - LEVEL TBD BY ARCHITECT
FAB-05 DRAPERY HEALTH AREA MAHARAM PATTERN:SING 511490 COLOR: 001 DAWN IFR CUBICLE CURTAIN
FAB-04 UPHOLSTERY THEATER SEAT - UPHOLSTERED SEAT ULTRAFABRICS PRODUCT: ULTRALEATHER ORIGINAL COLOR: ORIGINAL 291-5763 CHARCOAL DURABILITY: 400,000 DOUBLE RUBS WYZENBEEK. GREENGUARD GOLD CERTIFIED
FAB-03 UPHOLSTERY THEATER SEAT - UPHOLSTERED BACK DESIGNTEX PATTERN: HINT COLOR:DARK GREY 3776-804 DURABILITY: 100,000 DOUBLE RUBS WYZENBEEK
FAB-02 DRAPERY AUDITORIUM, CAFETORIUM: LEGS, BORDER TRAVELER & TAB CURTAINS ROSE BRAND PRODUCT: 22 OZ REVIVE IFR VELOUR COLOR: BLACK PROVIDED FOR COLOR INFORMATION ONLY. SEE TR DRAWINGS FOR CURTAIN SCHEDULE AND INFORMATION.
FAB-01 DRAPERY AUDITORIUM, CAFETORIUM: HOUSE (MAIN) CURTAIN AND VALANCE ROSE BRAND PRODUCT: 22 OZ REVIVE 64" 1FR TRUE BLUE COLOR: TRUE BLUE PROVIDED FOR COLOR INFORMATION ONLY. SEE TR DRAWINGS FOR CURTAIN SCHEDULE AND INFORMATION.
FABRIC
WD-03 WOOD BUTCHER BLOCK DRESSING / CHANGING ROOM BENCHES SPECIES: MAPLE STAIN: NONE FINISH: SEMI-GLOSS 2.5" THICK
WD-02 WOOD MILLWORK MILLWORK FINISH AND GRAIN TO MATCH PL-01
SSM-12 SOLID SURFACE MATERIAL GANG RESTROOMS SINKS BRADLEY CORP PRODUCT: TERREON SOLID SURFACE; COLOR: AVALANCHE
SSM-09 SOLID SURFACE MATERIAL CLASSROOM COUNTERTOPS; C & D WING TRASH STATION ICE STONE PRODUCT: WHITE PEARL
SSM-08 SOLID SURFACE MATERIAL LOBBY RECEPTION DESKS; ADMIN COUNTERTOPS; IT COUNTERTOPS ICE STONE PRODUCT: AMBER PEARL
SSM-07 SOLID SURFACE MATERIAL MEDIA CENTER COUNTERTOPS, ADAPTIVE PE COUNTERTOPS ICE STONE PRODUCT: SAGE PEARL
SSM-06 SOLID SURFACE MATERIAL AUDITORIUM LOBBY DESK COUNTERTOP; CAFETORIUM COUNTERTOPS ICE STONE PRODUCT: SKY PEARL
PL-01 PLASTIC LAMINATE GENERAL MILLWORK FORMICA 8844, AGED ASH MATTE
CASEWORK / COUNTERTOPS
FINISH CODE MATERIAL TYPE LOCATION MANUFACTURER ORDERING INFORMATION FINISH NOTES
FINISH LEGEND
8
NOTE 1: PAINT (1) WALL IN ACCENT COLOR (LOCATION AND COLOR TBD)
NOTE 2: REFER TO INTERIOR ELEVATIONS FOR PORCELAIN TILE HEIGHT
NOTE 3: PORCELAIN TILE WALL FINISH TO EXTEND TO 4'-6" AFF
NOTE 4: REFER TO FINISH PLAN(S) FOR LOCATION OF FLOORING TRANSITION
NOTE 5: ATHLETIC WALL PADS
NOTE 6: REFER TO DETAILS FOR ADDITIONAL FINISH INFORMATION
NOTE 7: AT THESE LOCATIONS USE SOUND REDUCTION POLYOLEFIN FOAM, BASIS
OF DESIGN MARMOLEUM DECIBEL, REFER TO SPEC
FINISH SCHEDULE NOTES
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO.ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
12" = 1'-0"3/10/2021 3:41:21 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
AF-0.03
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
FINISH SCHEDULE &
NOTES
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
FINISH SCHEDULE
NUMBER ROOM NAME
FLOORING WALL FINISH
REMARKSMATERIAL BASE NORTH SOUTH EAST WEST
C226 STOR LN-01 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
C227 EMERG ELEC LN-01 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
C228 ELECTRICAL LN-01 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
C229 TEACHER WORK LN-01 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
C230 IDF LN-01 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
C231 TOILET EPOXY-01 EPOXY-01 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 SEE NOTE 2
C232 TOILET EPOXY-01 EPOXY-01 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 SEE NOTE 2
C233 CUST STOR SC-01 RB-01 P-01E P-01E P-01E P-01E
C234 CORRIDOR PT-14 PB-01 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 SEE NOTE 3
C235 MAKER SPACE PT-14 RB-01 P-01 P-01 P-01 P-01
C236 READING STOR LN-01 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
C237 SPED TOILET EPOXY-01 EPOXY-01 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12
C238 GOSNOLD LN-01 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
C239 CORRIDOR LN-02/LN-07 PB-01 P-01/PT-01/PT-02/PT-03 -P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 SEE NOTE 7
C240 CORRIDOR LN-02/LN-07 PB-01 - P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 SEE NOTE 7
C241 CORRIDOR LN-02/LN-07 PB-01 P-01/PT-01/PT-02/PT-03 -P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 SEE NOTE 7
C243 CORRIDOR LN-02/LN-07 PB-01 - P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 SEE NOTE 7
ST-C1-2 STAIR C1 RBF-02/RST-01/LN-01 - P-09/PT-06/PT-07/PT-12 P-09/PT-06/PT-07/PT-12 - P-09
ST-C2-2 STAIR C2 RBF-02/RST-01/LN-01 - P-09/PT-06/PT-07/PT-12 P-09/PT-06/PT-07/PT-12 P-09 -
PART D
D200 CORRIDOR LN-01/LN-11 PB-01 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 SEE NOTE 7
D200A FLEXIBLE LEARNING LN-12 PB-01 - - W-01 - SEE NOTE 7
D200B FLEXIBLE LEARNING LN-12 PB-01 - - W-01 P-01/PT-01/PT-02/PT-03 SEE NOTE 7
D200C FLEXIBLE LEARNING LN-12 PB-01 - - W-01 P-01/PT-01/PT-02/PT-03 SEE NOTE 7
D200D FLEXIBLE LEARNING LN-12 PB-01 - - - W-01 SEE NOTE 7
D201 GENERAL CR LN-01/LN-02/LN-11/LN-12 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
D202 GENERAL CR LN-01/LN-02/LN-11/LN-12 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
D203 SPED BEH LN-01/LN-02/LN-11/LN-12 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
D204 GENERAL CR LN-01/LN-02/LN-11/LN-12 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
D205 SM GRP / EL RESOURCE LN-01/LN-02/LN-11 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
D206 SPED RESOURCE LN-01/LN-11 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
D207 SCIENCE CR LN-01/LN-02/LN-11/LN-12 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
D207A PREP LN-02 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
D208 SPED SAILS LN-01/LN-02/LN-11/LN-12 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
D209 SCIENCE CR LN-01/LN-02/LN-11/LN-12 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
D209A PREP LN-02 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
D210 GENERAL CR LN-01/LN-02/LN-11/LN-12 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
D211 GENERAL CR LN-01/LN-02/LN-11/LN-12 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
D212 GENERAL CR LN-01/LN-02/LN-11/LN-12 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
D213 GENERAL CR LN-01/LN-02/LN-11/LN-12 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
D214 GENERAL CR LN-01/LN-02/LN-11/LN-12 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
D215 SPEECH LN-01 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
D216 SPED RESOURCE LN-01/LN-11 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
D217 SPED TOILET EPOXY-01 EPOXY-01 P-01E/PT-10/PT-12 P-01E/PT-10/PT-12 P-01E/PT-10/PT-12 P-01E/PT-10/PT-12
D218 SPED STAR II LN-01/LN-02/LN-11/LN-12 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
D219 STOR LN-01 RB-01 P-01 P-01 P-01 P-01
D220 GENERAL CR LN-01 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
D221 TOILET EPOXY-01 EPOXY-01 P-01E/PT-10/PT-12 P-01E/PT-10/PT-12 P-01E/PT-10/PT-12 P-01E/PT-10/PT-12 SEE NOTE 2
D222 SPED TOILET EPOXY-01 EPOXY-01 P-01E/PT-10/PT-12 P-01E/PT-10/PT-12 P-01E/PT-10/PT-12 P-01E/PT-10 SEE NOTE 2
D223 IDF LN-01 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
D224 SOC WORK LN-01 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
D225 ELECTRICAL LN-01 RB-01 P-01 P-01 P-01 P-01
D226 SOC WRK STOR LN-01 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
D227 EMERG ELEC LN-01 RB-01 P-01 P-01 P-01 P-01
D228 TOILET EPOXY-01 EPOXY-01 P-01E/PT-10/PT-12 P-01E/PT-10/PT-12 P-01E/PT-10/PT-12 P-01E/PT-10/PT-12 SEE NOTE 2
D229 TOILET EPOXY-01 EPOXY-01 P-01E/PT-10/PT-12 P-01E/PT-10/PT-12 P-01E/PT-10/PT-12 P-01E/PT-10/PT-12 SEE NOTE 2
D230 TOILET EPOXY-01 EPOXY-01 P-01E/PT-10/PT-12 P-01E/PT-10/PT-12 P-01E/PT-10/PT-12 P-01E/PT-10/PT-12 SEE NOTE 2
D231 CUST STOR LN-01 RB-01 P-01E P-01E P-01E P-01E
D232 READING STOR LN-01 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
D233 SPED TOILET EPOXY-01 EPOXY-01 P-01E/PT-10/PT-12 P-01E/PT-10/PT-12 P-01E/PT-10/PT-12 P-01E/PT-10/PT-12 SEE NOTE 2
D234 AP1 LN-01 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
D235 CORRIDOR LN-02/LN-11 PB-01 - P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 SEE NOTE 7
D236 CORRIDOR LN-02/LN-11 PB-01 - P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT/02/PT-03 SEE NOTE 7
D237 STOR LN-01 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
D238 TOILET EPOXY-01 EPOXY-01 P-01E/PT-10/PT-12 P-01E/PT-10/PT-12 P-01E/PT-10/PT-12 P-01E/PT-10/PT-12 SEE NOTE 2
ST-D1-2 STAIR D1 RBF-02/RST-01/LN-01 - P-09/PT-10/PT-11/PT-12 PT-09/PT-10/PT-11/PT-12 - P-09
ST-D2 STAIR D2-2 RBF-02/RST-01LN-01 - PT-09/PT-10/PT-11/PT-12 PT-09/PT-10/PT-11/PT-12 P-09 -
FINISH SCHEDULE
NUMBER ROOM NAME
FLOORING WALL FINISH
REMARKSMATERIAL BASE NORTH SOUTH EAST WEST
SECOND FLOOR
PART A
A209 AUDITORIUM CPT-03/SC-01 RB-01 - - - - SEE NOTE 6
PART B
B200 LOBBY PT-14 PB-01/RB-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03/W-01 P-01/PT-01/PT-02/PR-03/W-01/SSM-10 P-01/PT-01/PT-02/PT-03/W-01/SSM-10 SEE NOTE 2
B200A CORRIDOR PT-14 PB-01 P-01/PT-01/PT-02/PT-03 - P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03
B200B CORRIDOR PT-14 PB-01 P-01/PT-01/PT-02/PT-03 - P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03
B200C FLEXIBLE LEARNING PT-14 PB-01/RB-03 - - P-01/W-01 -
B201 IEP SM CONF CPT-01 RB-01 P-01 P-01 P-01 P-01
B202 CUST STOR SC-01 RB-01 P-01E P-01E P-01E P-01E
B203 MEDIA CENTER CPT-01 RB-01 P-01 P-01 P-01/P-06/P-07 P-01/P-06/P-07
B204 MEDIA WORK RBF-04 RB-01 P-01 P-01 P-01 P-01
B205 INNOVATION / MEDIA LAB CPT-01 RB-01 P-01 P-01 P-01 P-01
B205A RECORDING CPT-01 RB-01 P-01 P-01 P-01 P-01
B205B RECORDING CPT-01 RB-01 P-01 P-01 P-01 P-01
B206 COMPUTER LAB CPT-01 RB-01 P-01 P-01 P-01 P-01
B207 IEP LRG CONF CPT-01 RB-01 P-01 P-01 P-01 P-01
B208 CORRIDOR PT-14 PB-01 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 SEE NOTE 3
B209 TOILET PT-14/EPOXY-01 EPOXY-01 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 SEE NOTE 2
B210 TOILET PT-14/EPOXY-01 EPOXY-01 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 SEE NOTE 2
B211 CUST STOR SC-01 RB-01 P-01E P-01E P-01E P-01E
B212 ECR LN-01 RB-01 P-01 P-01 P-01 P-01
B213 TOILET EPOXY-01 EPOXY-01 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 SEE NOTE 2
B214 TOILET EPOXY-01 EPOXY-01 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 SEE NOTE 2
B216 IT TECH WORK CPT-02 RB-01 P-01 P-01 P-01 P-01
B216A IT SECRETARY CPT-02 RB-01 P-01 P-01 P-01 P-01
B217 IT DIRECTOR CPT-02 RB-01 P-01 P-01 P-01 P-01
B218 IT EQUIPMENT LN-01 RB-01 P-01 P-01 P-01 P-01
B219 MECHANICAL SC-01 RB-01 P-01 P-01 P-01 P-01
B220 MDF LN-01 RB-01 P-01 P-01 P-01 P-01
B221 GUID WAIT RM CPT-02 RB-01 P-01 P-01 P-01 P-01
B222 GUID STOR CPT-02 RB-01 P-01 P-01 P-01 P-01
B223 GUID CPT-02 RB-01 P-01 P-01 P-01 P-01
B224 GUID CPT-02 RB-01 P-01 P-01 P-01 P-01
B225 CORRIDOR PT-14 PB-01 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 SEE NOTE 3
ST-B1 STAIR B1 RBF-02/RST-01 RB-01 P-01E P-01E P-01E P-01E
PART C
C200 CORRIDOR LN-01/LN-07 PB-01 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 SEE NOTE 7
C200A FLEXIBLE LEARNING LN-08 PB-01 - - W-01 - SEE NOTE 7
C200B FLEXIBLE LEARNING LN-08 PB-01 - - P-01/PT-01/PT-02/PT-03 W-01 SEE NOTE 7
C200C FLEXIBLE LEARNING LN-08 PB-01 - - W-01 P-01/PT-01/PT/02 SEE NOTE 7
C200D FLEXIBLE LEARNING LN-08 PB-01 - - - W-01 SEE NOTE 7
C201 GENERAL CR LN-01/LN-02/LN-07/LN-08 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
C202 GENERAL CR LN-01/LN-02/LN-07/LN-08 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
C203 SPED RESOURCE LN-01/LN-02/LN-07 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
C204 GENERAL CR LN-01/LN-02/LN-07/LN-08 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
C205 SPED RESOURCE LN-01/LN-02/LN-07 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
C206 SCIENCE CR LN-01/LN-02/LN-07/LN-08 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
C206A PREP LN-02 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
C207 WRLD LANG LN-01/LN-02/LN-07/LN-08 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
C208 SM GRP / EL RESOURCE LN-01/LN-02/LN-07 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
C209 WRLD LANG LN-01/LN-02/LN-07/LN-08 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
C210 SCIENCE CR LN-01/LN-02/LN-07/LN-08 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
C210A PREP LN-02 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
C211 WRLD LANG LN-01/LN-02/LN-07/LN-08 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
C212 SPED NECC LN-01/LN-02/LN-07/LN-08 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
C213 HEALTH LN-01/LN-02/LN-07/LN-08 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
C214 GENERAL CR LN-01/LN-02/LN-07/LN-08 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
C215 GENERAL CR LN-01/LN-02/LN-07/LN-08 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
C216 AP1 LN-01 RB-01 P-01 P-01 P-01 P-01
C217 GENERAL CR LN-01/LN-02/LN-07/LN-08 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 7
C218 TOILET EPOXY-01 EPOXY-01 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 SEE NOTE 2
C220 TOILET EPOXY-01 EPOXY-01 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 SEE NOTE 2
C221 TOILET EPOXY-01 EPOXY-01 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 SEE NOTE 2
C222 TOILET EPOXY-01 EPOXY-01 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 SEE NOTE 2
C223 CUST STOR SC-01 RB-01 P-01E P-01E P-01E P-01E
C224 CORRIDOR PT-14 PB-01 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 SEE NOTE 3
C225 MAKER SPACE PT-14 RB-01 P-01 P-01 P-01 P-01
FINISH SCHEDULE
NUMBER ROOM NAME
FLOORING WALL FINISH
REMARKSMATERIAL BASE NORTH SOUTH EAST WEST
C124 CORRIDOR PC-01 PB-01 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 SEE NOTE 3
C125 MAKER SPACE PC-01 RB-01 P-01 P-01 P-01 P-01
C126 ECR LN-01 RB-01 P-01 P-01 P-01 P-01
C127 EMERG ELEC LN-01 RB-01 P-01 P-01 P-01 P-01
C128 ELECTRICAL LN-01 RB-01 P-01 P-01 P-01 P-01
C129 TEACHER WORK LN-01 RB-01 P-01 P-01 P-01 P-01
C130 IDF LN-01 RB-01 P-01 P-01 P-01 P-01
C131 TOILET EPOXY-01 EPOXY-01 P-01E/PT-04/PT-12 P-01E/PT-04/PT-12 P-01E/PT-04/PT-12 P-01E/PT-04/PT-12 SEE NOTE 2
C132 TOILET EPOXY-01 EPOXY-01 P-01E/PT-04/PT-12 P-01E/PT-04/PT-12 P-01E/PT-04/PT-12 P-01E/PT-04/PT-12 SEE NOTE 2
C133 READING STOR LN-01 RB-01 P-01 P-01 P-01 P-01
C134 CUST STOR LN-01 RB-01 P-01E P-01E P-01E P-01E
C135 GYM STOR SC-01 RB-01 P-01E P-01E P-01E P-01E
C136 CORRIDOR PC-01 PB-01 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 SEE NOTE 3
C137 MAKER SPACE PC-01 RB-01 P-01 P-01 P-01 P-01
C138 VEST MAT-01 RB-01 P-01 P-01 P-01 P-01
C139 CORRIDOR LN-02/LN-05 PB-01 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 SEE NOTE 3
C140 CORRIDOR LN-02/LN-05 PB-01 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 SEE NOTE 3
C141 CORRIDOR LN-02/LN-05 PB-01 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 SEE NOTE 3
C142 CORRIDOR LN-02/LN-05 PB-01 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 SEE NOTE 3
CRT-2 WIXON COURTYARD - - - - - -
EL-C1 ELEV C1 RBF-04 - - - - -
ST-C1 STAIR C1 RBF-02/RST-01/LN-01/MAT-02 - P-09/PT-04/PT-05/PT-12 P-09/PT-04/PT-05/PT-12 - P-09
ST-C2 STAIR C2 RBF-02/RST-01/LN-01/MAT-02 - P-09/PT-04/PT-05/PT-12 P-09/PT-04/PT-05/PT-12 P-09 -
PART D
D100 CORRIDOR LN-01/LN-09 PB-01 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 SEE NOTE 3
D100A FLEXIBLE LEARNING LN-10 PB-01 - - W-01 -
D100B FLEXIBLE LEARNING LN-10 PB-01 - - W-01 P-01/PT-01/PT-02/PT-03
D100C FLEXIBLE LEARNING LN-10 PB-01 - - W-01 P-01/PT-01/PT-02/PT-03
D100D FLEXIBLE LEARNING LN-10 PB-01 - - - W-02
D101 GENERAL CR LN-01/LN-02/LN-09/LN-10 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 1
D102 GENERAL CR LN-01/LN-02/LN-09/LN-10 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 1
D103 GENERAL CR LN-01/LN-02/LN-09/LN-10 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 1
D104 GENERAL CR LN-01/LN-02/LN-09/LN-10 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 1
D105 GENERAL CR LN-01/LN-02/LN-09/LN-10 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 1
D106 SPED RESOURCE LN-01/LN-02/LN-09 RB-01 P-01 P-01 P-01 P-01
D107 GENERAL CR LN-01/LN-02/LN-09/LN-10 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 1
D108 SPED SAILS LN-01/LN-02/LN-09/LN-10 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 1
D109 SCIENCE CR LN-01/LN-02/LN-09/LN-10 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 1
D109A PREP LN-02 RB-01 P-01 P-01 P-01 P-01
D110 GENERAL CR LN-01/LN-02/LN-09/LN-10 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 1
D111 GENERAL CR LN-01/LN-02/LN-09/LN-10 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 1
D112 GENERAL CR LN-01/LN-02/LN-09/LN-10 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 1
D113 GENERAL CR LN-01/LN-02/LN-09/LN-10 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 1
D114 SPED STAR II LN-01/LN-02/LN-09/LN-10 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 1
D115 SPEECH LN-01 RB-01 P-01 P-01 P-01 P-01
D116 SPED RESOURCE LN-01/LN-09 RB-01 P-01 P-01 P-01 P-01
D117 TOILET EPOXY-01 EPOXY-01 P-01E/PT-08/PT-12 P-01E/PT-08/PT-12 P-01E/PT-08/PT-12 P-01E/PT-08/PT-12
D118 GENERAL CR LN-01/LN-02/LN-09/LN-10 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 1
D119 STOR LN-01 RB-01 P-01 P-01 P-01 P-01
D120 GENERAL CR LN-01/LN-02/LN-09/LN-10 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 1
D121 TOILET EPOXY-01 EPOXY-01 P-01E/PT-08/PT-12 P-01E/PT-08/PT-12 P-01E/PT-08/PT-12 P-01E/PT-08/PT-12 SEE NOTE 2
D122 SPED TOILET EPOXY-01 EPOXY-01 P-01E/PT-08/PT-12 P-01E/PT-08/PT-12 P-01E/PT-08/PT-12 P-01E/PT-08/PT-12 SEE NOTE 2
D123 IDF LN-01 RB-01 P-01 P-01 P-01 P-01
D124 SOC WORK LN-01 RB-01 P-01 P-01 P-01 P-01
D125 ELECTRICAL LN-01 RB-01 P-01 P-01 P-01 P-01
D126 SOC WRK STOR LN-01 RB-01 P-01 P-01 P-01 P-01
D127 EMERG ELEC LN-01 RB-01 P-01 P-01 P-01 P-01
D128 SPED TOILET EPOXY-01 EPOXY-01 P-01E/PT-08/PT-12 P-01E/PT-08/PT-12 P-01E/PT-08/PT-12 P-01E/PT-08/PT-12
D129 TOILET EPOXY-01 EPOXY-01 P-01E/PT-08/PT-12 P-01E/PT-08/PT-12 P-01E/PT-08/PT-12 P-01E/PT-08/PT-12 SEE NOTE 2
D130 TOILET EPOXY-01 EPOXY-01 P-01E/PT-08/PT-12 P-01E/PT-08/PT-12 P-01E/PT-08/PT-12 P-01E/PT-08/PT-12 SEE NOTE 2
D131 CUST STOR EPOXY-01 EPOXY-01 P-01E P-01E P-01E P-01E
D132 TOILET EPOXY-01 EPOXY-01 P-01E/PT-08/PT-12 P-01E/PT-08/PT-12 P-01E/PT-08/PT-12 P-01E/PT-08/PT-12 SEE NOTE 2
D133 TOILET EPOXY-01 EPOXY-01 P-01E/PT-08/PT-12 P-01E/PT-08/PT-12 P-01E/PT-08/PT-12 P-01E/PT-08/PT-12 SEE NOTE 2
D134 AP2 LN-01 RB-01 P-01 P-01 P-01 P-01
D135 CORRIDOR LN-02/LN-09 PB-01 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 SEE NOTE 3
D136 CORRIDOR LN-02/LN-09 PB-01 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03
D137 STOR LN-01 RB-01 P-01 P-01 P-01 P-01
ST-D1 STAIR D1 RBF-02/RST-01/LN-01/MAT-02 - P-09/PT-08/PT-09/PT-12 P-09/PT-08/PT-09/PT-12 - P-09
ST-D2 STAIR D2 RBF-02/RST-01/LN-01/MAT-02 - P-09/PT-08/PT-09/PT-12 P-09/PT-08/PT-09/PT-12 P-09 -
FINISH SCHEDULE
NUMBER ROOM NAME
FLOORING WALL FINISH
REMARKSMATERIAL BASE NORTH SOUTH EAST WEST
B116A OPEN WORK CPT-02 RB-01 P-01 P-01 P-01 P-01
B117 PRINCIPAL CPT-02 RB-01 P-01 P-01 P-01 P-01
B118 COPY RM RBF-03 RB-01 P-01 P-01 P-01 P-01
B118A STOR RBF-03 RB-01 P-01 P-01 P-01 P-01
B119 CONF RM CPT-02 RB-01 P-01 P-01 P-01 P-01
B120 GEN OFFICE CPT-02 RB-01 P-01 P-01 P-01 P-01
B120B MAIL RM CPT-02 RB-01 P-01 P-01 P-01 P-01
B121 VESTIBULE MAT-01 - - - - - SEE NOTE 6
B122 SRO OFFICE RBF-03 RB-01 P-01 P-01 P-01 P-01
B123 GYMNASIUM WAF-01 RB-04 P-01E P-01E P-01E P-01E SEE NOTE 5
B124 TEAM UNIFORM RBF-03 RB-01 P-01E P-01E P-01E P-01E
B124A HEALTH OFF RBF-03 RB-01 P-01E P-01E P-01E P-01E
B125 ADAPTIVE PE RBF-01 RB-01 P-01E P-01E P-01E P-01E
B126 GYM LOCKERS 4-5 EPOXY-01 EPOXY-01 P-01E P-01E P-01E P-01E
B127 GYM STOR SC-01 RB-01 P-01E P-01E P-01E P-01E
B128 CHANGING ROOM EPOXY-01 EPOXY-01 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 P-01E P-01E/PT-06/PT-12 SEE NOTE 2
B128A CHANGING ROOM TOILETS EPOXY-01 EPOXY-01 P-01E P-01E P-01E P-01E SEE NOTE 2
B129 GYM LOCKERS 6-7 EPOXY-01 EPOXY-01 P-01E P-01E P-01E P-01E
B129A GN CHANGE EPOXY-01 EPOXY-01 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 P-01E SEE NOTE 2
B130 TOILET EPOXY-02 EPOXY-02 P-01E P-01E P-01E P-01E SEE NOTE 2
B131 CHANGING ROOM EPOXY-01 EPOXY-01 P-01E P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 SEE NOTE 2
B131A CHANGING ROOM TOILETS EPOXY-01 EPOXY-01 P-01E P-01E P-01E P-01E SEE NOTE 2
B132 HEALTH OFF EPOXY-01 EPOXY-01 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 P-01E P-01E/PT-06/PT-12 SEE NOTE 2
B133 ELECTRICAL SC-01 RB-01 P-01 P-01 P-01 P-01
B133A IDF SC-01 RB-01 P-01 P-01 P-01 P-01
B133B EMERG ELEC SC-01 RB-01 P-01 P-01 P-01 P-01
B134 CORRIDOR PC-01 PB-01 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT/02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 SEE NOTE 3
B135 TOILET PC-01/EPOXY-01 EPOXY-01 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 SEE NOTE 2
B136 TOILET PC-01/EPOXY-01 EPOXY-01 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 SEE NOTE 2
B137 CUST STOR SC-01 RB-01 P-01E P-01E P-01E P-01E
B138 SPED OT LN-01/LN-02 RB-01 P-01 P-01 P-01 P-01
B138A OT STOR LN-01 RB-01 P-01 P-01 P-01 P-01
B139 ART CR PC-01 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 1
B140 ART WORKROOM PC-01 RB-01 P-01 P-01 P-01 P-01
B140A ART KILN PC-01 RB-01 P-01 P-01 P-01 P-01
B141 ART CR PC-01 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 1
B143 CORRIDOR PC-01 PB-01 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 SEE NOTE 3
CRT-1 MATTACHEESE COURTYARD - - - - - -
EL-B1 ELEV B1 RBF-04 - - - - -
ST-B1 STAIR B1 RBF-02/RST-01 RB-01 P-01E P-01E P-01E P-01E
PART C
C100 CORRIDOR LN-01/LN-05 PB-01 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 SEE NOTE 3
C100A FLEXIBLE LEARNING LN-06 PB-01 - - W-01 -
C100B FLEXIBLE LEARNING LN-06 PB-01 - - W-01 P-01/PT-01/PT-02/PT-03
C100C FLEXIBLE LEARNING LN-06 PB-01 - - W-01 P-01/PT-01/PT-02/PT-03
C100D FLEXIBLE LEARNING LN-06 PB-01 - - - W-01
C101 GENERAL CR LN-01/LN-02/LN-05/LN-06 RB-01 P-01/P-02 P-01/P-02 P-01/P-02 P-01/P-02 SEE NOTE 1
C102 GENERAL CR LN-01/LN-02/LN-05/LN-06 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 1
C103 GENERAL CR LN-01/LN-02/LN-05/LN-06 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 1
C104 GENERAL CR LN-01/LN-02/LN-05/LN-06 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 1
C105 SPED RESOURCE LN-01/LN-02/LN-05 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 1
C106 SCIENCE CR LN-01/LN-02/LN-05/LN-06 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 1
C106A PREP LN-02 RB-01 P-01 P-01 P-01 P-01
C107 SPED RESOURCE LN-01/LN-02/LN-05 RB-01 P-01 P-01 P-01 P-01
C108 GENERAL CR LN-01/LN-02/LN-05/LN-06 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 1
C109 HEALTH LN-01/LN-02/LN-05/LN-06 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 1
C110 GENERAL CR LN-01/LN-02/LN-05/LN-06 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 1
C111 WRLD LANG LN-01/LN-02/LN-05/LN-06 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 1
C112 SPED RESOURCE LN-01/LN-02/LN-05 RB-01 P-01 P-01 P-01 P-01
C113 SM GRP / EL RESOURCE LN-01/LN-02/LN-05 RB-01 P-01 P-01 P-01 P-01
C114 SPED CC LN-01/LN-02/LN-05/LN-06 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 1
C114A SPED TOILET CC EPOXY-01 EPOXY-01 P-01E/PT-04/PT-12 P-01E/PT-04/PT-12 P-01E/PT-04/PT-12 P-01E/PT-04/PT-12 SEE NOTE 2
C114B CC STORAGE LN-01 RB-01 P-01 P-01 P-01 P-01
C115 SM GRP / EL RESOURCE LN-01/LN-02/LN-05 RB-01 P-01 P-01 P-01 P-01
C116 DOS LN-01 RB-01 P-01 P-01 P-01 P-01
C117 GENERAL CR LN-01/LN-02/LN-05/LN-06 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 1
C118 TOILET EPOXY-01 EPOXY-01 P-01E/PT-04/PT-12 P-01E/PT-04/PT-12 P-01E/PT-04/PT-12 P-01E/PT-04/PT-12 SEE NOTE 2
C119 GENERAL CR LN-01/LN-02/LN-05/LN-06 RB-01 P-01 P-01 P-01 P-01 SEE NOTE 1
C120 TOILET EPOXY-01 EPOXY-01 P-01E/PT-04/PT-12 P-01E/PT-04/PT-12 P-01E/PT-04/PT-12 P-01E/PT-04/PT-12 SEE NOTE 2
C121 TOILET EPOXY-01 EPOXY-01 P-01E/PT-04/PT-12 P-01E/PT-04/PT-12 P-01E/PT-04/PT-12 P-01E/PT-04/PT-12 SEE NOTE 2
C122 TOILET EPOXY-01 EPOXY-01 P-01E/PT-04/PT-12 P-01E/PT-04/PT-12 P-01E/PT-04/PT-12 P-01E/PT-04/PT-12 SEE NOTE 2
C123 CUST STOR EPOXY-01 EPOXY-01 P-01E P-01E P-01E P-01E
FINISH SCHEDULE
NUMBER ROOM NAME
FLOORING WALL FINISH
REMARKSMATERIAL BASE NORTH SOUTH EAST WEST
FIRST FLOOR
PART A
A100 AUDITORIUM LOBBY PC-01 RB-03 P-01/PT-13/P-04 P-01/PT-13 P-01/PT-13 P-01/PT-13
A100A VESTIBULE MAT-01 - - - - - SEE NOTE 6
A100B CORRIDOR PC-01 PB-01 P-01/PT-13/P-04 P-01/PT-13 P-01 P-01/PT-13 SEE NOTE 2
A101 CORRIDOR LN-01/LN-03 PB-01 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03/SSM-02 P-01 P-01 SEE NOTE 3
A102 MUSIC LN-01/LN-03/LN-04 RB-01 P-01/AP-01/AP-02 P-01/AP-01/AP-02 P-01/AP-01/AP-02 P-01/AP-01/AP-02 SEE NOTE 1
A103 WATER/FIRE SERVICE SC-01 RB-01 P-01E P-01E P-01E P-01E
A104 MUSIC LN-0/LN-03/LN-04 RB-01 P-01/AP-01/AP-02 P-01/AP-01/AP-02 P-01/AP-01/AP-02 P-01/AP-01/AP-02 SEE NOTE 1
A104A MUSIC ENSEMBLE LN-04 RB-01 P-01 P-01 P-01 P-01
A106 MUSIC LN-01/LN-03/LN-04 RB-01 P-01/AP-01/AP-02 P-01/AP-01/AP-02 P-01/AP-01/AP-02 P-01/AP-01/AP-02 SEE NOTE 1
A106A MUSIC ENSEMBLE LN-04 RB-01 P-01 P-01 P-01 P-01
A107 IDF LN-01 RB-01 P-01 P-01 P-01 P-01
A109 AUDITORIUM CPT-03/SC-01 RB-01 P-12/AWP-01/AWP-02 P-12/AWP-01/AWP-02 P-12/AP-01 W-02 SEE NOTE 4
A109A VEST PC-01 PB-01 P-04 P-04 P-04 P-04
A109B VEST PC-01 PB-01 P-04 P-04 P-04 P-04
A109C VEST LN-01 RB-01 P-01 P-01 P-01 P-01
A109D VEST SC-01 RB-01 P-01 P-01 P-01 P-01
A109F AUDITORIUM WD-01/HB-01 MB-01 P-02 P-02 P-02 P-02
A109G IDF SC-01 RB-01 P-01 P-01 P-01 P-01
A111 TOILET PC-01/EPOXY-01 EPOXY-01 P-01E/PT-04/PT-12 P-01E/PT-04/PT-12 P-01E/PT-04/PT-12 P-01E/PT-04/PT-12 SEE NOTE 2
A112 TOILET PC-01/EPOXY-01 EPOXY-01 P-01E/PT-04/PT-12 P-01E/PT-04/PT-12 P-01E/PT-04/PT-12 P-01E/PT-04/PT-12 SEE NOTE 2
A115 CAF STORAGE SC-01 RB-01 P-01 P-01 P-01 P-01
A116 CAFETORIUM PC-01 PB-01 P-01/W-03 P-01/W-02 P-01/W-03/PT-04 P-01/W-03/PT-04 SEE NOTE 2
A116A STAGE WD-01 MB-01 P-01 P-01 P-01 P-01
A117 CUST WORK SC-01 RB-01 P-01E P-01E P-01E P-01E
A117A TOILET EPOXY-02 EPOXY-02 P-01E/PT-12 P-01E/PT-12 P-01E/PT-12 P-01E/PT-12 SEE NOTE 2
A118 ELECTRICAL SC-01 RB-01 P-01 P-01 P-01 P-01
A118A EMERG. ELEC. SC-01 RB-01 P-01 P-01 P-01 P-01
A119 KITCHEN EPOXY-02 EPOXY-02 P-01E P-01E P-01E P-01E
A119A TOILET EPOXY-02 EPOXY-02 P-01E/PT-12 P-01E/PT-12 P-01E/PT-12 P-01E/PT-12 SEE NOTE 2
A119B KITCH OFF EPOXY-02 EPOXY-02 P-01E P-01E P-01E P-01E
A119C USDA DRY STORAGE EPOXY-02 EPOXY-02 P-01E P-01E P-01E P-01E
A119D USDA FREEZER - - - - - -
A119E KITCHEN - - - - - -
A119F KITCHEN - - - - - -
A119G VEST. EPOXY-02 EPOXY-02 P-01E P-01E P-01E P-01E
A120 STAFF LUNCH PC-01 RB-01 P-01 P-01 P-01 P-01
A121 TOILET EPOXY-01 EPOXY-01 P-01E/PT-04/PT-12 P-01E/PT-04/PT-12 P-01E/PT-04/PT-12 P-01E/PT-04/PT-12 SEE NOTE 2
A124 CUST STOR SC-01 RB-01 P-01E P-01E P-01E P-01E
A125 ELECTRICAL SC-01 RB-01 P-01 P-01 P-01 P-01
PART B
B100 VESTIBULE MAT-01 - - - - - SEE NOTE 6
B101 LOBBY PC-01 PB-01 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 SEE NOTE 2
B101A SCHOOL STORE PC-01 RB-01 P-01 P-01 P-01 P-01
B101B CORRIDOR PC-01 PB-01 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 P-01/PT-01/PT-02/PT-03 SEE NOTE 3
B102 GEN OFFICE CPT-02 RB-01 P-01 P-01 P-01 P-01
B102B MAIL RM CPT-02 RB-01 P-01 P-01 P-01 P-01
B103 CONF RM CPT-02 RB-01 P-01 P-01 P-01 P-01
B104 PRINCIPAL WAIT CPT-02 RB-01 P-01 P-01 P-01 P-01
B104A OPEN WORK CPT-02 RB-01 P-01 P-01 P-01 P-01
B105 PRINCIPAL CPT-02 RB-01 P-01 P-01 P-01 P-01
B106 COPY RM RBF-03 RB-01 P-01 P-01 P-01 P-01
B106A STOR RBF-03 RB-01 P-01 P-01 P-01 P-01
B107 PSYCH CPT-02 RB-01 P-01 P-01 P-01 P-01
B108 TOILET EPOXY-01 EPOXY-01 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 SEE NOTE 2
B109 TEAM LEADER CPT-02 RB-01 P-01 P-01 P-01 P-01
B110 CORR. CPT-02 RB-01 P-01 P-01 P-01 P-01
B111 RECORDS CPT-02 RB-01 P-01 P-01 P-01 P-01
B112 NURSE OFFICE / WAITING RBF-03 RB-01 P-01 P-01 P-01 P-01
B112B NURSE OFFICE RBF-03 RB-01 P-01 P-01 P-01 P-01
B112C NURSE OFFICE RBF-03 RB-01 P-01 P-01 P-01 P-01
B112D RESTING RBF-03 RB-01 P-01 P-01 P-01 P-01
B112E RESTING RBF-03 RB-01 P-01 P-01 P-01 P-01
B112F EXAM ROOM RBF-03 RB-01 P-01 P-01 P-01 P-01
B112G NURSE TOILET EPOXY-01 EPOXY-01 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 SEE NOTE 2
B112H NURSE STORAGE RBF-03 RB-01 P-01 P-01 P-01 P-01
B112J ISOLATION RBF-03 RB-01 P-01 P-01 P-01 P-01
B113 TEAM LEADER CPT-02 RB-01 P-01 P-01 P-01 P-01
B114 TOILET EPOXY-01 EPOXY-01 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 P-01E/PT-06/PT-12 SEE NOTE 2
B115 PSYCH CPT-02 RB-01 P-01 P-01 P-01 P-01
B116 PRINCIPAL WAIT CPT-02 RB-01 P-01 P-01 P-01 P-01
2 2/12/21 ADDENDUM 2
3 2/18/21 ADDENDUM 3
12 3/10/21 ADDENDUM 12
12
REF.SSM-02SSM-02SSM-02P-04
PT-13PT-13PT-13
PT-13
PT-13
PT-13
PT-13 W-02PT-04
PT -04
W-02
ALIGN
ALIGN
ALIGN17
A-6.05
17
A-6.05
5
A-6.05
5
A-6.05
5
A-6.05
MUSIC
A102
MUSIC
A104
MUSIC ENSEMBLE
A106A
MUSIC
A106
STAFF LUNCH
A120
STAGE
A116A
CUST WORK
A117
KITCH OFF
A119B
USDA DRY STORAGE
A119C
USDA FREEZER
A119D
CAF STORAGE
A115
SCHOOL STORE
B101A
AUDITORIUM
A109
AUDITORIUM
A109FIDF
A107
ELECTRICAL
A118
WATER/FIRE SERVICE
A103
VESTIBULE
B100
TOILET
A119A
TOILET
A117A
CORRIDOR
A101
VEST
A109A
VEST
A109B
VEST
A109C
VEST
A109D
STAIR B1
ST-B1
MUSIC ENSEMBLE
A104A
CORRIDOR
A100B
KITCHEN
A119E KITCHEN
A119F
KITCHEN
A119
CAFETORIUM
A116
EMERG. ELEC.
A118A
IDF
A109G
ELECTRICAL
A125
TOILET
A121TOILET
A112
CUST STOR
A124AUDITORIUM LOBBY
A100
VESTIBULE
A100A
TOILET
A111
VEST.
A119G
M A T C H L IN E -P A R T A
M A T C H L IN E -P A R T B
MA TCHLINE -PART A
MATCHLIN E -PART B
6
A-5.57
5
A-5.57
5
A-5.57
5
A-5.57
5
A-5.57
5
A-5.57 5
A-5.57
5
A-5.57
5
A-5.57
THIS SIDE OF THE
FRAME TO BE PAINTED
TO MATCH WALL COLOR
PT-12
2
THIS SIDE OF THE FRAME
TO BE PAINTED PT-12
2
2
FLOOR FINISH PLAN LEGEND
CARPET TILE: CPT-01; CPT-2; CPT-03
RUBBER FLOORING: RBF-02; RBF-03
EPOXY FLOOR: EPOXY-01; EPOXY-02
POLISHED CONCRETE: PC-01
SEALED CONCRETE: SC-01
LINOLEUM FLOORIING PRIMARY FIELD: LN-01
WOOD ATHLETIC FLOORING: WAF-01
WOOD FLOORING: WD-01
HIGH DENSITY HARDBOARD FLOORING: HB-01
RECESSED WALK OFF MAT: MAT-01
LINOLEUM FLOORIING SECONDARY
FLOOR: LN-02
LINOLEUM FLOORIING PRIMARY
ACCENT: LN-03; LN-05; LN-07; LN-09;
LN-11
LINOLEUM FLOORIING SECONDARY
ACCENT: LN-04; LN-06; LN-08; LN-10;
LN-12
RESILIENT ATHLETIC FLOORING: RBF-01
1. RECESSED WIREWAYS, ACCESS PANELS, GRILLS, PANELS
AND ALL SUCH ARCHITECTURAL ELECTIRCAL AND MECHANICAL
DEVICES SHALL BE FINISHES TO MATCH ADJACENT WALL OR
CEILING SURFACE, U.N.O
2. ALL GYP CEILINGS SHALL BE PAINTED P-01 FLAT FINISH U.N.O.
3. FEATHER FLOORING MATERIALS AS REQUIRED TO ACHIEVE A
LEVEL TRANSITIONI BETWEEN MATERIALS OF VARYING
THICKNESS
4. ALL WALLS PAINTED P-01 U.N.O.
5. SEE FINISH PLANS FOR CORNER GUARD LOCATIONS
6. {P-XX} INDICATES DATUM PAINT COLOR ON ALL WALLS
7. ALL LOCKERS TO BE FINISH LC-01 U.N.O
8. UNLESS OTHERWISE NOTED, SOLID SURFACE COUNTERS IN
ALL NON-SCIENCE OR MAKER SPACE ROOMS TO BE SSM-09
INTERIOR FINISH NOTES
TILE FLOOR: PT-14
RECESSED WALK OFF MAT: MAT-02
2
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
2/13/2021 3:19:26 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
AF-1.11A
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
FIRST FLOOR FINISH
PLAN - PART A
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
2 2/12/21 ADDENDUM 2
1/8" = 1'-0"1
FIRST FLOOR FINISH PLAN - PART A - AUDITORIUM /
CAFE
REF.DWCooktopREF.ALIGN
ALIGN
9
A-6.05
9
A-6.05
5
A-6.05
4' ACCENT PAINT P-06 ABOVE WALL PADS
4' ACCENT PAINT ABOVE WALL PADS4' ACCENT PAINT ABOVE WALL PADS4' ACCENT PAINT P-06 ABOVE WALL PADS
ART CR
B141
ART CR
B139
ART WORKROOM
B140
ART KILN
B140A
OT STOR
B138A
SPED OT
B138
CAF STORAGE
A115
SCHOOL STORE
B101A
HEALTH OFF
B124A
ADAPTIVE PE
B125
SRO OFFICE
B122
TOILET
B135
TOILET
B136
CUST STOR
B137
CONF RM
B103
STOR
B106A
GEN OFFICE
B102
COPY RM
B106
PRINCIPAL
B105
PSYCH
B107 TEAM LEADER
B109
RECORDS
B111
PRINCIPAL WAIT
B104
OPEN WORK
B104A
LOBBY
B101
VESTIBULE
B100
VESTIBULE
B121VEST
A109B
STAIR B1
ST-B1
CORRIDOR
B143
CORRIDOR
B134
ELEV B1
EL-B1
TOILET
B108
EXAM ROOM
B112F
RESTING
B112D
NURSE OFFICE
B112B
RESTING
B112E
NURSE OFFICE
B112C
CONF RM
B119
STOR
B118A
GEN OFFICE
B120
COPY RM
B118
PRINCIPAL
B117
PSYCH
B115
TEAM LEADER
B113
PRINCIPAL WAIT
B116OPEN WORK
B116A
TOILET
B114
CORRIDOR
A100B
HEALTH OFF
B132
MATTACHEESE COURTYARD
CRT-1
TOILET
B130
GYMNASIUM
B123
GN CHANGE
B129A
GYM LOCKERS 6-7
B129
CHANGING ROOM
B131
GYM LOCKERS 4-5
B126
GYM STOR
B127
CHANGING ROOM
B128
TEAM UNIFORM
B124
ELECTRICAL
B133
NURSE STORAGE
B112H
IDF
B133A
EMERG ELEC
B133B
NURSE OFFICE / WAITING
B112
MAIL RM
B102B
MAIL RM
B120B
CORRIDOR
B101B
IDF
A109G
TOILET
A121
TOILET
A112
TOILET
A111
CORR.
B110
CHANGING ROOM TOILETS
B131A
CHANGING ROOM TOILETS
B128A
NURSE TOILET
B112G
ISOLATION
B112J
18
A-6.05
7
A-6.05
18
A-6.05
23
A-6.05
LC-04
LC-04
LC-04
LC-04
LC-04
LC-04
LC-04
MATCHLI
NE
-PART AMATCHLI
NE
-PART BMATCHLINE -PART B
MATCHLINE -PART C
MATCHL INE -PART B
MATCHLINE -PART C
25
A-6.05
2
21
A-6.05
2
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/8" = 1'-0"2/13/2021 3:19:46 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
AF-1.11B
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
FIRST FLOOR FINISH
PLAN - PART B
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
2 2/12/21 ADDENDUM 2
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
1 FIRST FLOOR FINISH PLAN - PART B - GYMNASIUM / ADMIN
P-04P-04P-04P-04P-04P-04P-04P-04P-04SSM-01 SSM-01 SSM-01 SSM-01 SSM-01 SSM-01
SSM-01 SSM-01 SSM-01 SSM-01 SSM-01
PT-04/PT-05/PT-12
PT-04/PT-05/PT-12 PT-12PT-04/PT-05/PT-12
PT-04/PT-05/PT-12
PT-12PT-12W-01W-01P-09
12
A-6.05
20
A-6.05
WIXON COURTYARD
CRT-2
MAKER SPACE
C137
CORRIDOR
C136
VEST
C138
GENERAL CR
C119
GENERAL CR
C117
GENERAL CR
C108
HEALTH
C109
SPED CC
C114CC STORAGE
C114B
SCIENCE CR
C106
SM GRP / EL RESOURCE
C115
WRLD LANG
C111
GENERAL CR
C110
GENERAL CR
C104
GENERAL CR
C102
GENERAL CR
C101
TEACHER WORK
C129
DOS
C116
ELECTRICAL
C128
PREP
C106A
TOILET
C122
TOILET
C121
CUST STOR
C123
MAKER SPACE
C125
EMERG ELEC
C127
FLEXIBLE LEARNING
C100A FLEXIBLE LEARNING
C100B
FLEXIBLE LEARNING
C100C
READING STOR
C133
CUST STOR
C134
SPED RESOURCE
C112
GYM STOR
C135
TOILET
C131
TOILET
C132
FLEXIBLE LEARNING
C100D
SM GRP / EL RESOURCE
C113
IDF
C130
CORRIDOR
C100
STAIR C2
ST-C2
STAIR C1
ST-C1
CORRIDOR
C124
TOILET
C120
TOILET
C118
ECR
C126
GENERAL CR
C103
SPED RESOURCE
C107
SPED RESOURCE
C105
SPED TOILET CC
C114A
ELEV C1
EL-C1
CORRIDOR
C141
CORRIDOR
C142
CORRIDOR
C139
CORRIDOR
C140
14
A-5.06
LC-02LC-02LC-02LC-02LC-02LC-02 LC-02 LC-02
LC-02 LC-02
LC-02 LC-02
LC-02
MATCHLINE -PART C
MATCHLINE -PART D
MATCHLINE -PART C
MATCHLINE - PART B
MATCHLINE - PART C
MATCHLINE - PART B
MATCHLINE - PART C
MATCHLINE -PART D
20
A-6.05
SIM.SIM.
20
A-6.05
20
A-6.05
12
12
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO.ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/8" = 1'-0"3/10/2021 12:47:03 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
AF-1.11C
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
FIRST FLOOR FINISH
PLAN - PART C
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
2 2/12/21 ADDENDUM 2
12 3/10/21 ADDENDUM 12
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
1 FIRST FLOOR FINISH PLAN - PART C - CLASSROOMS
REF.DW
SSM-04 SSM-04 SSM-04 SSM-04
SSM-04SSM-04SSM-04SSM-04SSM-04SSM-04
PT-08/PT-09/PT-12
PT-08/PT-09/PT-12
P-09 W-01W-01PT-08/PT-09/PT-12
PT-08/PT-09/PT-12
P-09
P-12P-12P-11P-11P-11P-1112
A-6.05
GENERAL CR
D113
GENERAL CR
D120
AP2
D134
GENERAL CR
D111
SPED RESOURCE
D116
GENERAL CR
D112
GENERAL CR
D110
SPED SAILS
D108
SPED RESOURCE
D106
GENERAL CR
D104
GENERAL CR
D105
GENERAL CR
D107
SCIENCE CR
D109
TOILET
D129
TOILET
D130
PREP
D109A
SPED TOILET
D128
TOILET
D132
SOC WRK STOR
D126
SOC WORK
D124
TOILET
D121
SPED TOILET
D122
TOILET
D117
GENERAL CR
D103
GENERAL CR
D101
GENERAL CR
D102
SPEECH
D115
ELECTRICAL
D125
TOILET
D133
STOR
D119
FLEXIBLE LEARNING
D100A
FLEXIBLE LEARNING
D100C
FLEXIBLE LEARNING
D100D
EMERG ELEC
D127
IDF
D123 FLEXIBLE LEARNING
D100B
CORRIDOR
D136
STAIR D2
ST-D2
STAIR D1
ST-D1
SPED STAR II
D114
GENERAL CR
D118
CUST STOR
D131
CORRIDOR
D100
CORRIDOR
D135
STOR
D137
20
A-6.05
LC-03LC-03LC-03 LC-03
MATCHLINE - PART C
MATCHLINE - PART D
MATCHLINE - PART C
MATCHLINE - PART D
2
A-6.05
2
A-6.05
2
A-6.05
2
2
22
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/8" = 1'-0"2/13/2021 3:20:20 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
AF-1.11D
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
FIRST FLOOR FINISH
PLAN - PART D
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
2 2/12/21 ADDENDUM 2
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
1 FIRST FLOOR FINISH PLAN - PART D - CLASSROOMS
UP
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO.ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/8" = 1'-0"1/25/2021 5:14:36 PMC:\REVIT LOCAL\71010_DYIMS_CONSTRUCTION DOCUMENTS_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
AF-1.12A
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
100% CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
SECOND FLOOR FINISH
PLAN - PART A
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
1 SECOND FLOOR FINISH PLAN - PART A
CooktopREF.UP
P-06P-06P-07P-07P-06P-06P-07P-07P-07P-07W-01SSM-10SSM-10SSM-10
6
A-6.05
TOILET
B209
TOILET
B210
CUST STOR
B211
IT DIRECTOR
B217
IT SECRETARY
B216A
IT TECH WORK
B216
IT EQUIPMENT
B218
MDF
B220
MECHANICAL
B219
ECR
B212
CUST STOR
B202
TOILET
B214
TOILET
B213
FLEXIBLE LEARNING
B200C
CORRIDOR
B208
CORRIDOR
B225
ELEV B1
EL-B1
STAIR B1
ST-B1
CORRIDOR
A100B
GUID WAIT RM
B221
GUID
B223
GUID
B224
GUID STOR
B222
GYMNASIUM
B123
LOBBY
B200
MEDIA CENTER
B203
COMPUTER LAB
B206
MEDIA WORK
B204
INNOVATION / MEDIA LAB
B205
IEP SM CONF
B201
IEP LRG CONF
B207
RECORDING
B205B RECORDING
B205A
CORRIDOR
B200BCORRIDOR
B200AMATCHLINE - PART AMATCHLINE - PART B
MATCHLINE -PART B
MATCHL INE -PART C
MATCHLI
NE
-PART AMATCHLI
NE
-PART B2
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/8" = 1'-0"2/13/2021 3:20:47 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
AF-1.12B
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
SECOND FLOOR FINISH
PLAN - PART B
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
2 2/12/21 ADDENDUM 2
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
1 SECOND FLOOR FINISH PLAN - PART B
DWREF.DW
REF.REF.DW
REF.
DW
DWCooktopREF.SSM-03 SSM-03 SSM-03 SSM-03 SSM-03
SSM-03SSM-03SSM-03SSM-03SSM-03 PT-06/PT-07/PT-12
PT-06/PT-07/PT-12
PT-12W-01W-01PT-06/PT-07/PT-12
PT-06/PT-07/PT-12 PT-12P-06P-06P-06P-06P-06P-06P-06P-0612
A-6.05
26
A-6.05
20
A-6.05
MAKER SPACE
C225
MAKER SPACE
C235
GENERAL CR
C217
GENERAL CR
C214
GOSNOLD
C238
SPED NECC
C212
GENERAL CR
C215
READING STOR
C236
HEALTH
C213
SM GRP / EL RESOURCE
C208
PREP
C210A
SCIENCE CR
C210
PREP
C206A
TEACHER WORK
C229
TOILET
C232
TOILET
C231
WRLD LANG
C211
WRLD LANG
C209
SPED RESOURCE
C203
SPED RESOURCE
C205
WRLD LANG
C207
GENERAL CR
C201
GENERAL CR
C202
GENERAL CR
C204
AP1
C216
ELECTRICAL
C228EMERG ELEC
C227
CUST STOR
C223
TOILET
C221
TOILET
C222
FLEXIBLE LEARNING
C200A
CUST STOR
C233
SPED TOILET
C237
FLEXIBLE LEARNING
C200B
FLEXIBLE LEARNING
C200C FLEXIBLE LEARNING
C200DIDF
C230
CORRIDOR
C200
STAIR C2
ST-C2-2
SCIENCE CR
C206
STAIR C1
ST-C1-2
CORRIDOR
C234
CORRIDOR
C224
TOILET
C218
TOILET
C220
STOR
C226
ELEV C1
EL-C1
CORRIDOR
C239
CORRIDOR
C241
CORRIDOR
C240 CORRIDOR
C243
LC-04LC-04LC-04LC-04LC-04LC-04
LC-04
LC-04LC-04LC-04
LC-04
LC-04 LC-04
LC-04
MATCHLINE -PART C
MATCHL INE -PART D
MATCHLINE -PART C
MATCHLINE - PART B
MATCHLINE - PART C
MATCHLINE - PART B
MATCHLINE - PART C
2
26
A-6.05
2
SIM.
2
20
A-6.05
SIM.
2
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/8" = 1'-0"2/13/2021 3:21:06 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
AF-1.12C
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
SECOND FLOOR FINISH
PLAN - PART C
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
2 2/12/21 ADDENDUM 2
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
1 SECOND FLOOR FINISH PLAN - PART C
DW
REF.REF.DW
SSM-05 SSM-05 SSM-05 SSM-05 SSM-05
SSM-05SSM-05SSM-05SSM-05SSM-05SSM-05
PT-10/PT-11/PT-12
PT-10/PT-11/PT-12
P-09PT-12W-01W-01PT-10/PT-11/PT-12
PT-10/PT-11/PT-12
P-09PT-12P-09P-09P-09P-0912
A-6.05
26
A-6.05
GENERAL CR
D213
GENERAL CR
D211
SPED STAR II
D218
GENERAL CR
D220
AP1
D234
PREP
D209A
CUST STOR
D231
GENERAL CR
D214
GENERAL CR
D212
GENERAL CR
D210
SCIENCE CR
D207 SM GRP / EL RESOURCE
D205
PREP
D207A
SPED SAILS
D208SPED RESOURCE
D206
GENERAL CR
D204
SPEECH
D215
GENERAL CR
D201
SPED BEH
D203
STOR
D219
SPED RESOURCE
D216
TOILET
D229
TOILET
D230
SPED TOILET
D217
FLEXIBLE LEARNING
D200A FLEXIBLE LEARNING
D200D
SCIENCE CR
D209
STAIR D1
ST-D1-2
CORRIDOR
D200
STAIR D2-2
ST-D2
IDF
D223
FLEXIBLE LEARNING
D200B
TOILET
D228
GENERAL CR
D202
SOC WORK
D224
SOC WRK STOR
D226
ELECTRICAL
D225
TOILET
D238
SPED TOILET
D233
FLEXIBLE LEARNING
D200C
TOILET
D221
SPED TOILET
D222
EMERG ELEC
D227
STOR
D237
READING STOR
D232
CORRIDOR
D236
CORRIDOR
D235
19
A-6.05
LC-05LC-05LC-05
LC-05
LC-05
MATCHLINE - PART C
MATCHLINE - PART D
MATCHLINE - PART C
MATCHLINE - PART D
26
A-6.05
22
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/8" = 1'-0"2/13/2021 3:21:20 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
FEBRUARY 12, 2021
AF-1.12D
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #2
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
SECOND FLOOR FINISH
PLAN - PART D
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
2 2/12/21 ADDENDUM 2
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
1 SECOND FLOOR FINISH PLAN - PART D
PT-04 @ C WING 1ST FL
PT-08 @ D WING 1ST FL
PT-05 @ C WING 1ST FL
PT-09 @ D WING 1ST FL
PT-12 TYP
TILE STARTING POINT
PT-06 @ C WING 2ND FL
PT-10 @ D WING 2ND FL
PT-07 @ C WING 2ND FL
PT-11 @ D WING 2ND FL
PT-12 TYP VARIES3' - 0" HOLD6"VARIESPT-12 TYP
REFER TO FINISH SCHEDULE VARIES3' - 0" HOLD6"VARIESNOTE:
REFER TO FINISH SCHEDULE FOR TILE
SPECIFICATIONS
PT-12 TYP
REFER TO FINISH SCHEDULE
PT-01 50% OF THE ENTIRE
WAINSCOT, @ RANDOM PATTERN
PT-02 25% OF THE ENTIRE
WAINSCOT, @ RANDOM PATTERN
PT-03 25% OF THE ENTIRE
WAINSCOT, @ RANDOM PATTERN
THIN SET MORTAR
BASE TILE AS SPECIFIED
TILE FLOORING AS SPECIFIED
THIN SET MORTAR
SEE PLAN FOR WALL TYPE
SEALANT
WALL TILE AS SPECIFIED
WALL TILE AS SPECIFIED
EPOXY FLOORING AND COVE BASE AS SPECIFIED
STAINLESS STEEL METAL TRIM, TYP. TILE TYPES PT-04
TO PT-12
BASIS OF DESIGN: SCHLUTER JOLLY BRUSHED
STAINLESS STEEL SIZED FOR TILE THICKNESS
SEE PLAN FOR WALL TYPE
ALIGNSHIM AS NEEDED TO ALIGN EPOXY WITH TILE
STAINLESS STEEL METAL TRIM, TYP AT
OUTSIDE CORNERS AND WHERE TILE ENDS
AT LOCKER ROOM SHOWERS. TILE TYPES
PT-04 TO PT-13
BASIS OF DESIGN: SCHLUTER JOLLY
BRUSHED STAINLESS STEEL SIZED FOR
TILE THICKNESS
*SEE PLAN FOR
PARTITION TYPE
TILE AS SPECIFIED
THIN SET MORTAR
METAL STUD, SEE PLAN FOR
WALL TYPES
(2)-LAYERS OF 5/8" GWB,
SEE PARTITION TYPES.
WOOD CHAIRRAIL, MITER
INSIDE CORNER
WOOD CHAIRRAIL CAP W/
PORCELAIN TILE (ALIGNED)
WAINSCOT BELOW. (SEE
SECTION DETAIL)
6" PORCELAIN TILE BASE
12"x24" PORCELAIN TILE,
WITH VERTICAL STACK BOND
TILE PATTERN.
TILE BACKER BOARD,
SEE SPECIFICATIONS
FLOOR, SEE FINISH
SCHEDULE
(2)-LAYERS OF GWB, SEE
PARTITION TYPES
WOOD CAP, SEE DETAIL.
PORCELAIN TILE ON TILE
BACKER BOARD
(SEE TILE PATTERNS)
SEE FLOOR PLANS FOR WALL
TYPE.ALIGNAF-1.20
9
2X F.T. WOOD BLOCKING, TYP.
(06_1000.12)
SEALANT,
TYP
GWB WALL
EDGE
METAL STUD, SEE PLAN FOR WALL TYPES
HM DOOR FRAME, SEE DOOR
SCHEDULE & DETAILS
WOOD CAP w/ PORCELAIN
TILE (ALIGNED) WAINSCOT
BELOW. (SEE SECTION
DETAIL).
(2)-LAYERS OF 5/8" GWB,
SEE PARTITION TYPES.
DOOR JAMB DETAIL @ GWB
SCALE: NTS
CORNER GUARDS, WHERE SHOWN ON FLOOR PLANS
SOLID
WOOD CAP
EDGE OF
DOOR FRAME
ALIGN
TYPICAL OUTSIDE CORNER DETAIL
SCALE : NTS
METAL STUD, SEE PLAN
FOR WALL TYPES
(2)-LAYERS OF 5/8"
GWB, SEE PARTITION
TYPES.
WOOD CHAIRRAIL w/ PORCELAIN
TILE (ALIGNED) WAINSCOT
BELOW.
(SEE SECTION DETAIL)
WOOD CHAIRRAIL (ALIGNED W/
PTILE BELOW) MITER, ROUND &
SAND TOP OF OUTSIDE
CORNER. (SEE SECTION
DETAIL)
TYPICAL OUTSIDE CORNER DETAIL
SCALE : NTS
METAL STUD, SEE PLAN
FOR WALL TYPES
(2)-LAYERS OF 5/8"
GWB, SEE PARTITION
TYPES.
PORCELAIN TILE, WITH
GROUT LAYER AND 1/2"
CEMENT BOARD (SEE SECTION
DETAIL).
WOOD CHAIRRAIL ABOVE.
(ALIGNED W/ PTILE, SEE SECTION
DETAIL)
METAL STRIP BELOW AT
OUTSIDE CORNER OF PTILE
EDGE, TYP.
BASIS OF DESIGN: SCHLUTER
INDEC BRUSHED STAINLESS
STEEL 3/8"
PORCELAIN TILE, WITH
GROUT LAYER AND 1/2"
CEMENT BOARD (SEE SECTION
DETAIL).
HARD WOOD TRIM
SEALANT, TYPICAL
SEE FLOOR PLANS FOR WALL TYPE
GROUT JOINT
PORCELAIN TILE / WOOD WAINSCOT REFER TO
ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION
TILE BACKER BOARD2"1 1/8"
MITER, ROUND & SAND AT TOPS OF
OUTSIDE CORNERS, TYP (SEE
OUTSIDE CORNER DETAIL).
2X F.T. WOOD BLOCKING, TYP.
(06_1000.12)
GYPSUM BOARD ON
NON-STRUCTURAL METAL
FRAMING, SEE PLAN FOR WALL
TYPES (09_2900.02)
LARGE FORMAT WALL TILE AS SPECIFIED
POLISHED CONCRETE
SEE PLAN FOR WALL TYPE
TAPE AND JOINT
COMPOUND
TOP OF REVEAL
6" AFF
METAL REVEAL BASE. BASIS OF DESIGN
FRY REGLET REVEAL BASE DRMB-625-600
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
3/1/2021 10:25:33 PMC:\REVIT LOCAL\71010_DYIMS_BIDDING_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
MARCH 1, 2021
AF-1.20
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
ADDENDUM #8
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
INTERIOR FINISH
DETAILS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
2 2/12/21 ADDENDUM 2
8 3/1/21 ADDENDUM 8
1/2" = 1'-0"
REFERENCING VIEW: 13/ A-4.61
1 TYP. TILE LAYOUT @ C & D WING 1ST FL
1/2" = 1'-0"2 TYP. TILE LAYOUT @ C & D WING 2ND FL
1/2" = 1'-0"3
WOMEN'S RESTROOM, SHOWER ROOM AND SINGLE OCCUPANCY
TOILETS WALL TILE
1/2" = 1'-0"4 MEN'S RESTROOM AND SHOWER WALL TILE
1/2" = 1'-0"5 TYP. WAINSCOT LAYOUT
3" = 1'-0"
REFERENCING VIEW: 2/ A-5.53
6 WALL TILE W/ TILE BASE AND FLOOR
3" = 1'-0"7 WALL TILE W/ EPOXY FLOOR AND COVE BASE
3" = 1'-0"8 TILE CORNER PLAN DETAIL
3" = 1'-0"15 PORCELAIN WAINSCOT DETAIL AT INSIDE CORNER
3" = 1'-0"
REFERENCING VIEW: 3/ A-4.42
10 PORCELAIN WAINSCOT DETAIL
3" = 1'-0"
REFERENCING VIEW: 8/ A-5.53
11 PORCELAIN WAINSCOT DETAIL AT DOOR JAMB
3" = 1'-0"
REFERENCING VIEW: 11/ A-4.11
12
PORCELAIN WAINSCOT DETAIL
AT OUTSIDE CORNER (HIGH)
3" = 1'-0"13
PORCELAIN WAINSCOT DETAIL
AT OUTSIDE CORNER (LOW)
6" = 1'-0"
REFERENCING VIEW: 13/ A-5.62
9 WAINSCOT DETAIL AT WOOD CAP
3" = 1'-0"
REFERENCING VIEW: 1/ A-4.21
17 LARGE FORMAT TILE WITH REVEAL AT BASE
SIGNAGE TYPES
A B8"1/2"5"3"6"
BRAILLE BRAILLE8"1/2"5"3"6"
C
6"6"BRAILLE
D
8"3"3/4"1/2"BRAILLE
NAME
SLOT E
BRAILLE8"8"1 1/256"1/2"8"8"1 1/128"BRAILLE
1/2"1 1/128"1 1/128"1 1/128"1 1/256"F
SIGNAGE NOTES
1. REFER TO DOOR SCHEDULE FOR DOOR TYPES.
2. FONT TO BE DETERMINED BY OWNER / ARCHITECT PRIOR TO FABRICATION.
3. CONTRACTOR TO PROVIDE WD BLOCKING AS REQUIRED.
4. SIGNS LOCATED ON SIDE LIGHTS AND OR STOREFRONTS SHALL BE MOUNTED ON GLASS. PROVIDE A BLANK
5. SIGN FOR OPPOSITE SIDE OF GLASS. CONTRACTOR TO COORDINATE BLANK SIGN LOCATIONS & QUANITIES.
6. ALL SIGNS TO BE MOUNTED 60" AFF TO CENTERLINE ON WALL, ADJ TO LATCH SIDE OF DOOR.
7. AT ALL SIGN TYPE D, PROVIDE ADDITIONAL SIGN AT REVERSE THAT SHALL HAVE BUILDING PLAN PRINTED ON IT WITH RED DOT INDICATING LOCATION AND
PATH OF EGRESS FROM BUILDING.
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO.ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
As indicated
1/25/2021 5:15:53 PMC:\REVIT LOCAL\71010_DYIMS_CONSTRUCTION DOCUMENTS_r.higginsYDR3H.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
AG-1.01
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
100% CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
SIGNAGE TYPES,
SCHEDULE & DETAILS
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
SIGNAGE SCHEDULE
SIGN NO. ROOM NO. ROOM NAME TYPE COPY COPY RM. # NOTES
SIGNAGE SCHEDULE
SIGN NO. ROOM NO. ROOM NAME TYPE COPY COPY RM. # NOTES
REF.MUSIC
A102
WATER/FIRE SERVICE
A103
IDF
A107
VEST
A109C
MUSIC
A104
CORRIDOR
A101
AUDITORIUM
A109F
AUDITORIUM
A109
MUSIC ENSEMBLE
A106A
MUSIC ENSEMBLE
A104A
MUSIC
A106
AUDITORIUM LOBBY
A100
VESTIBULE
A100A
VEST
A109A
ELECTRICAL
A125
CUST STOR
A124
TOILET
A111
TOILET
A112
TOILET
A121
IDF
A109G VEST
A109B
CORRIDOR
A100B
CAF STORAGE
A115
STAGE
A116A
CAFETORIUM
A116
CUST WORK
A117
KITCHEN
A119
ELECTRICAL
A118
KITCH OFF
A119B
VEST.
A119G
USDA DRY STORAGE
A119C
USDA FREEZER
A119D
KITCHEN
A119E
KITCHEN
A119F
STAFF LUNCH
A120
SCHOOL STORE
B101A
STAIR B1
ST-B1
CORRIDOR
B143
VESTIBULE
B100
LOBBY
B101 ART CR
B141
PRINCIPAL
B105
PRINCIPAL WAIT
B104
GEN OFFICE
B102
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO.ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/8" = 1'-0"1/5/2021 3:15:38 PMC:\REVIT LOCAL\71010_DYIMS_CONSTRUCTION DOCUMENTS_n.nimaga.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
AG-1.11A
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
SIGNAGE PLAN - FIRST
FLOOR - PART A
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/8" = 1'-0"1 FIRST FLOOR PLAN - PART A - SIGNAGE
V1-1A-068
A8a-1A-010
A9-1A-038
A5a-1A-036
A2a-1A-037
A2a-1A-020
A5a-1A-029
A12-1A-053
A11-1A-031
G1-1A-33
A12-1A-065
A9-1A-028
G2-1A-016
A1b-1A-027
A12-1A-004
A12-1A-001
G3-1A-033
A9-1A-008
A12-1A-024
A9-1A-039
A12-1A-022
A12-1A-025
A12-1A-048 A12-1A-051
A11-1A-050
A9-1A-070
A9-1A-007
A9-1A-002
A8a-1A-003
A9-1A-011
A9-1A-018
A9-1A-060
A8a-1A-009
A9-1A-044
A9-1A-043
A5a-1A-045
G3-1A-063
A5a-1A-049
A9-1A-047
A9-1A-015
A10a-1A-052
A8a-1A-017
A9-1A-054 A9-1A-056
A12-1A-055
A9-1A-057
A9-1A-058
A5c-1A-030
A5c-1A-034
S1-1A-066
V1-1A-041
V1-1A-061
S2-1A-067
V1-1A-046
A12-1A-062
A9-1A-012
G4-1A-032
V1-1A-059
V1-1A-005
A2a-1A-040
V1-1A-019
R3-1A-023
R3-1A-026
R3-1A-013
R3-1A-006
R3-1A-042
R3-1A-069
A5a-1A-035
V1-1A-014
A12-1A-064
R3-1A-021
REF.DWREF.CooktopUP
ART CR
B141
ART CR
B139
ART WORKROOM
B140
ART KILN
B140A
GENERAL CR
C117
HEALTH
C109
SM GRP / EL RESOURCE
C115
WRLD LANG
C111
OT STOR
B138A
SPED OT
B138
CAF STORAGE
A115
SCHOOL STORE
B101A
HEALTH OFF
B124A
ADAPTIVE PE
B125
SRO OFFICE
B122
TOILET
B135
TOILET
B136
CUST STOR
B137
CONF RM
B103
STOR
B106A
GEN OFFICE
B102
COPY RM
B106
PRINCIPAL
B105
PSYCH
B107 TEAM LEADER
B109
RECORDS
B111
PRINCIPAL WAIT
B104
OPEN WORK
B104A
SM GRP / EL RESOURCE
C113
LOBBY
B101
VESTIBULE
B100
VESTIBULE
B121VEST
A109B
STAIR B1
ST-B1
CORRIDOR
B143
CORRIDOR
B134
ELEV B1
EL-B1
GENERAL CR
C103
SPED RESOURCE
C107SPED RESOURCE
C105
TOILET
B108
EXAM ROOM
B112F
RESTING
B112D
NURSE OFFICE
B112B
RESTING
B112E
NURSE OFFICE
B112C
CONF RM
B119
STOR
B118A
GEN OFFICE
B120
COPY RM
B118
PRINCIPAL
B117
PSYCH
B115
TEAM LEADER
B113
PRINCIPAL WAIT
B116OPEN WORK
B116A
TOILET
B114
CORRIDOR
A100B
HEALTH OFF
B132
MATTACHEESE COURTYARD
CRT-1
TOILET
B130
GYMNASIUM
B123
GN CHANGE
B129A GYM LOCKERS 6-7
B129
CHANGING ROOM
B131
GYM LOCKERS 4-5
B126
GYM STOR
B127CHANGING ROOM
B128
TEAM UNIFORM
B124
ELECTRICAL
B133
NURSE STORAGE
B112H
IDF
B133A
EMERG ELEC
B133B
CORRIDOR
C139
CORRIDOR
C140
NURSE OFFICE / WAITING
B112
MAIL RM
B102B
MAIL RM
B120B
CORRIDOR
B101B
IDF
A109G
TOILET
A121
TOILET
A112
TOILET
A111
CORR.
B110
CHANGING ROOM TOILETS
B131A
CHANGING ROOM TOILETS
B128A
NURSE TOILET
B112G
ISOLATION
B112J
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/8" = 1'-0"1/5/2021 3:15:58 PMC:\REVIT LOCAL\71010_DYIMS_CONSTRUCTION DOCUMENTS_n.nimaga.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
AG-1.11B
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
SIGNAGE PLAN - FIRST
FLOOR - PART B
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/8" = 1'-0"1 FIRST FLOOR PLAN - PART B - SIGNAGE
A9-1B-062
A9-1B-064
A9-1B-070
A9-1B-071
A5a-1B-075
A9-1B-079
A2b-1B-002
A9-1B-087
A9-1B-080
A9-1B-085
A9-1B-089
A9-1B-088
A5a-1B-072
A10a-1B-074 A10a-1B-073
A9-1B-090
A9-1B-092
A9-1B-093
A9-1B-060
A9-1B-057
A9-1B-053
G1-1B-091
A10a-1B-050
G2-1B-004
A9-1B-048
A6-1B-038
A3-1B-059
A3-1B-083
A1c-1B-084
A6-1B-047
A9-1B-052
A9-1B-026
A5a-1B-029
A9-1B-022
A9-1B-031
A9-1B-061
A9-1B-030
A2a-1B-054
A9-1B-043
A5b-1B-042
A5a-1B-037
A9-1B-012
A9-1B-013
A5a-1B-017
A5a-1B-020
A11-1B-019
S4-1B-014S4-1B-015
S3-1B-016
A8a-1B-009A8a-1B-005
A9-1B-011
A9-1B-007
A9-1B-008
V1-1B-078
A9-1B-023
A9-1B-003
A2b-1B-024
A5b-1B-033
A1c-1B-058
A5b-1B-018
A5b-1B-021
T1-1B-086
A2a-1B-027
G1-1B-055
A12-1B-001
A12-1B-025
A12-1B-044
A12-1B-046
A12-1B-049
R3-1B-028
A6-1B-035
A5a-1B-032
A5a-1B-034 A5a-1B-036 A5a-1B-040
R3-1B-051
A5a-1B-041
A6-1B-039
G1-1B-045
A8b-1B-010
A1a-1B-056
A9-1B-082
A10a-1B-081
A10a-1B-077
A10a-1B-076
A9-1B-069
A10a-1B-068
A8b-1B-006
A10a-1B-066
A10a-1B-065
A5a-1B-067
A9-1B-063
DW CooktopREF.DWREF.CooktopREF.DW
REF.
DW
GENERAL CR
C119
GENERAL CR
C117
GENERAL CR
C108
HEALTH
C109
SPED CC
C114CC STORAGE
C114B
SCIENCE CR
C106
SM GRP / EL RESOURCE
C115
WRLD LANG
C111
GENERAL CR
C110
GENERAL CR
C104
GENERAL CR
C102
GENERAL CR
C101
TEACHER WORK
C129
DOS
C116
ELECTRICAL
C128
GENERAL CR
D113
GENERAL CR
D111
GENERAL CR
D105
GENERAL CR
D107
SCIENCE CR
D109
TOILET
D129
TOILET
D130
PREP
D109A
GENERAL CR
D103
GENERAL CR
D101
PREP
C106A
TOILET
C122
TOILET
C121
CUST STOR
C123
MAKER SPACE
C125
EMERG ELEC
C127
FLEXIBLE LEARNING
C100A
FLEXIBLE LEARNING
C100B
MAKER SPACE
C137
FLEXIBLE LEARNING
C100C
READING STOR
C133
CUST STOR
C134
SPED RESOURCE
C112
GYM STOR
C135
TOILET
C131
TOILET
C132 FLEXIBLE LEARNING
C100D
SM GRP / EL RESOURCE
C113
IDF
C130
CORRIDOR
B143
CORRIDOR
C100
STAIR C2
ST-C2
STAIR C1
ST-C1
CORRIDOR
C124
CORRIDOR
C136
VEST
C138
CORRIDOR
D136
STAIR D1
ST-D1
TOILET
C120
TOILET
C118
ECR
C126
GENERAL CR
C103
SPED RESOURCE
C107
SPED RESOURCE
C105
SPED TOILET CC
C114A
MATTACHEESE COURTYARD
CRT-1
WIXON COURTYARD
CRT-2
ELEV C1
EL-C1
CUST STOR
D131
CORRIDOR
C141
CORRIDOR
C142
CORRIDOR
C139
CORRIDOR
C140
CORRIDOR
D135
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/8" = 1'-0"1/5/2021 3:16:15 PMC:\REVIT LOCAL\71010_DYIMS_CONSTRUCTION DOCUMENTS_n.nimaga.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
AG-1.11C
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
SIGNAGE PLAN - FIRST
FLOOR - PART C
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/8" = 1'-0"1 FIRST FLOOR PLAN - PART C - SIGNAGE
A8b-1C-126
A8a-1C-130
A8b-1C-136 A8b-1C-141 A8b-1C-147
A8a-1C-110
A8a-1C-139
A8b-1C-127
A8a-1C-143 A8a-1C-159 A8a-1C-165
A11-1C-158A9-1C-157
A9-1C-132
A5a-1C-167
A9-1C-168
A8a-1C-161 A8a-1C-163
A8a-1C-154
A8b-1C-109
A8b-1C-101
A12-1C-094
A12-1C-107
A12-1C-169
A12-1C-156
A8b-1C-162
A8b-1C-164
A8a-1C-146
G2-1C-150
A8b-1C-166
V1-1C-118
A8b-1C-160
G2-1C-151
G2-1C-106
A8b-1C-144
G2-1C-108
A8b-1C-140
A9-1C-170
A8b-1C-095
A8b-1C-131
A9-1C-111
V1-1C-149
A9-1C-153
A8b-1C-102
A5b-1C-116
A5b-1C-114
A9-1C-112
A8a-1C-096 A8a-1C-103
A8a-1C-123
A8a-1C-125 A8a-1C-128 A8a-1C-137
A5a-1C-145
A8a-1C-142
A5a-1C-148A9-1C-138A9-1C-135
A9-1C-134A9-1C-133A9-1C-129
A9-1C-122S4-1C-120
S4-1C-121
S3-1C-119
A2b-1C-152
A8b-1C-155
A5a-1C-105A5a-1C-104
A9-1C-097
A8a-1C-098
A8a-1C-100
A5a-1C-117
A11-1C-115
A8b-1C-099
A5a-1C-113
A8b-1C-124
REF.DW
MATCHLINE - PART C
MATCHLINE - PART D
MATCHLINE - PART C
MATCHLINE - PART D
GENERAL CR
D113
GENERAL CR
D120
AP2
D134
GENERAL CR
D111
SPED RESOURCE
D116
GENERAL CR
D112
GENERAL CR
D110SPED SAILS
D108
SPED RESOURCE
D106
GENERAL CR
D104
GENERAL CR
D105
GENERAL CR
D107 SCIENCE CR
D109
TOILET
D129
TOILET
D130
PREP
D109A
SPED TOILET
D128 TOILET
D132
SOC WRK STOR
D126SOC WORK
D124
TOILET
D121
SPED TOILET
D122
TOILET
D117
GENERAL CR
D103GENERAL CR
D101
GENERAL CR
D102
SPEECH
D115
ELECTRICAL
D125 TOILET
D133
STOR
D119
FLEXIBLE LEARNING
D100A FLEXIBLE LEARNING
D100C
FLEXIBLE LEARNING
D100D
EMERG ELEC
D127
IDF
D123 FLEXIBLE LEARNING
D100B
CORRIDOR
D136
1' - 4 1/8"
1' - 9"
SPED STAR II
D114
SIM./OPP.
GENERAL CR
D118
CORRIDOR
D100
CORRIDOR
D100
CORRIDOR
D135
STOR
D137
MAKER SPACE
C137 CORRIDOR
C136
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/8" = 1'-0"1/5/2021 3:16:25 PMC:\REVIT LOCAL\71010_DYIMS_CONSTRUCTION DOCUMENTS_n.nimaga.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
AG-1.11D
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
SIGNAGE PLAN - FIRST
FLOOR - PART D
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/8" = 1'-0"1 FIRST FLOOR PLAN - PART D - SIGNAGE
G2-1D-050
A9-1D-039
A8b-1D-016 A8b-1D-034
A8b-1D-004 A8b-1D-009 A8b-1D-021 A8b-1D-027 A8b-1D-037 A8b-1D-058 A8b-1D-059
A8a-1D-038
A5a-1D-046
A5a-1D-047
A8a-1D-060
A8b-1D-041
A8a-1D-061
A12-1D-001
A9-1D-036 A12-1D-066A5a-1D-043A9-1D-033A9-1D-032A9-1D-031
A8b-1D-062
A10a-1D-030A9-1D-022
A5a-1D-019
A5a-1D-020
A8a-1D-023 A8a-1D-026A8a-1D-008A8a-1D-005
A8b-1D-056
A5a-1D-012
A9-1D-013
A8b-1D-052
A10a-1D-003
A8a-1D-007 A8a-1D-010
A8a-1D-017
V1-1D-051
A8a-1D-025 A8a-1D-028
A8a-1D-035
G1-1D-015
A8a-1D-042 A8a-1D-053
A10a-1D-063
A8a-1D-057
A8a-1D-064
A5a-1D-055A5a-1D-054
A8b-1D-011
G2-1D-014
A5b-1D-044
A5b-1D-045
A8b-1D-006 A8b-1D-065
A8b-1D-002
G1-1D-049A8b-1D-024
A9-1D-040
V1-1D-018
A8b-1D-029
A11-1D-048
UP
MDF
B220
FLEXIBLE LEARNING
B200C
GUID WAIT RM
B221
GUID
B224
STAIR B1
ST-B1
IEP SM CONF
B201
DNCUST STOR
B202
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
SEE ROOF PLAN A-1.13A FOR ROOF
INFORMATION THIS AREA
REFER TO FIRST FLOOR PLAN
REFER TO FIRST FLOOR PLAN
REFER TO FIRST FLOOR PLAN REFER TO FIRST FLOOR PLAN
REFER TO FIRST FLOOR PLAN
REFER TO FIRST FLOOR PLAN
M A T C H L IN E -P A R T A
M A T C H L IN E -P A R T B
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/8" = 1'-0"1/5/2021 3:16:29 PMC:\REVIT LOCAL\71010_DYIMS_CONSTRUCTION DOCUMENTS_n.nimaga.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
AG-1.12A
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
SIGNAGE PLAN -
SECOND FLOOR - PART
A
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
1 SECOND FLOOR PLAN - PART A - SIGNAGE
S2-2A-004
A2a-2A-003
S2-2A-007
S1-2A-005
S1-2A-008
G1-2A-002
A11-2A-001
A9-2A-006
REF.CooktopDN
UP
GYMNASIUM
B123
SPED RESOURCE
C205
WRLD LANG
C207
WRLD LANG
C209
WRLD LANG
C211
HEALTH
C213
GENERAL CR
C215
GENERAL CR
C217
TOILET
B209
TOILET
B210
CUST STOR
B211IT DIRECTOR
B217
IT SECRETARY
B216A
IT TECH WORK
B216
IT EQUIPMENT
B218
MDF
B220
MECHANICAL
B219
ECR
B212
TOILET
B214
TOILET
B213
FLEXIBLE LEARNING
B200CMATCHLINE - PART AMATCHLINE - PART BMATCHLI
NE
-PART AMATCHLI
NE
-PART BMATCHL INE -PART B
MATCHLINE -PART C
CORRIDOR
B208
CORRIDOR
B225
GUID WAIT RM
B221 GUID STOR
B222
GUID
B223
GUID
B224
OPEN TO LOBBY
BELOW
STAIR B1
ST-B1
OPEN TO GYM
BELOW
MEDIA CENTER
B203
MEDIA WORK
B204
RECORDING
B205B
INNOVATION / MEDIA LAB
B205
RECORDING
B205A
COMPUTER LAB
B206
IEP LRG CONF
B207
IEP SM CONF
B201
DN
CORRIDOR
B200B
LOBBY
B200
CUST STOR
B202
OPEN TO BELOWSIM.MATCHLI
NE
-PART AMATCHLI
NE -PART B20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/8" = 1'-0"1/5/2021 3:16:37 PMC:\REVIT LOCAL\71010_DYIMS_CONSTRUCTION DOCUMENTS_n.nimaga.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
AG-1.12B
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
SIGNAGE PLAN -
SECOND FLOOR - PART
B
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
1 SECOND FLOOR PLAN - PART B - SIGNAGE
A9-2B-016
G1-2B-036
A9-2B-001 A9-2B-004
A10a-2B-003A10a-2B-002
A9-2B-018A9-2B-017 A9-2B-019
A10a-2B-022
A9-2B-020
G4-2B-008
A5a-2B-023
A5a-2B-024
A9-2B-025
S3-2B-026
G5-2B-006
S4-2B-028
G4-2B-013
S4-2B-027
A11-2B-031
G4-2B-007
A5a-2B-030
A5a-2B-033
G4-2B-012
G4-2B-015
A9-2B-021
A5b-2B-032
A5b-2B-034
A9-2B-005
A9-2B-011
A9-2B-010
A9-2B-037
A9-2B-038
A9-2B-009
G4-2B-014
A9-2B-035
G2-2B-029
DW
REF.REF.DW
SPED STAR II
D218 GENERAL CR
D220
AP1
D234
CUST STOR
D231
GENERAL CR
D214
GENERAL CR
D212
GENERAL CR
D210SPED SAILS
D208
SPED RESOURCE
D206
GENERAL CR
D204
SPEECH
D215 STOR
D219
SPED RESOURCE
D216
TOILET
D229
GENERAL CR
D211 GENERAL CR
D213
FLEXIBLE LEARNING
D200D
FLEXIBLE LEARNING
D200A
STAIR D2-2
ST-D2
SPED TOILET
D217
CORRIDOR
D200
MAKER SPACE
C225
CORRIDOR
C224
STAIR D1
ST-D1-2
SM GRP / EL RESOURCE
D205
PREP
D207A
SPED BEH
D203GENERAL CR
D201
SCIENCE CR
D207
SCIENCE CR
D209
PREP
D209A
CORRIDOR
C234
TOILET
D230
MATCHLINE - PART C
MATCHLINE - PART D
MATCHLINE - PART C
MATCHLINE - PART D
IDF
D223
TOILET
D228
GENERAL CR
D202
SPED TOILET
D233
TOILET
D238
SOC WORK
D224
ELECTRICAL
D225
SOC WRK STOR
D226
EMERG ELEC
D227
SPED TOILET
D222
TOILET
D221 FLEXIBLE LEARNING
D200B
FLEXIBLE LEARNING
D200CSTOR
D237
READING STOR
D232
MAKER SPACE
C235
7' - 2 3/8"
CORRIDOR
D235
SIM.
SIM.7 1/4"20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/8" = 1'-0"1/5/2021 3:16:54 PMC:\REVIT LOCAL\71010_DYIMS_CONSTRUCTION DOCUMENTS_n.nimaga.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
AG-1.12D
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
SIGNAGE PLAN -
SECOND FLOOR - PART
D
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
1 SECOND FLOOR PLAN - PART D - SIGNAGE
A8a-2D-026
A9-2D-020
A9-2D-042
A8b-2D-030
A8b-2D-005
A8b-2D-002
A5a-2D-043
A8b-2D-023
A5a-2D-044
G1-2D-012 G1-2D-051
A5a-2D-050
A5a-2D-048
A11-2D-049
A8a-2D-053 A8a-2D-061 A8a-2D-063
A10a-2D-065
A9-2D-034
A9-2D-033A9-2D-031
A8b-2D-057
A9-2D-029A10a-2D-028
G2-2D-014
A8a-2D-037 A8a-2D-059
A8b-2D-064
A8a-2D-024
A9-2D-041
A8a-2D-058
A8b-2D-008
A8a-2D-001 A8a-2D-007
A9-2D-025
A8b-2D-038
A10a-2D-003
A8b-2D-060
A8b-2D-066
A8a-2D-006
A8b-2D-062
A8a-2D-009 A8b-2D-040
A5a-2D-011
A8b-2D-027
A9-2D-013
A8b-2D-015
A5a-2D-018
A8b-2D-054
A5a-2D-019
A8a-2D-016
A8a-2D-022 A8b-2D-035
V1-2D-017
V1-2D-046
A8a-2D-036
A8b-2D-004
A5a-2D-055
A8a-2D-039
A8b-2D-021
A8b-2D-010
A9-2D-056
A8a-2D-032
A5b-2D-045
A5b-2D-047
G2-2D-052
DWREF.DW
REF.REF.DW
REF.
DW
DWREF.CooktopMAKER SPACE
C235
PREP
C206A
TOILET
C222
TOILET
C221
CUST STOR
C223
GENERAL CR
C204
GENERAL CR
C202
AP1
C216
FLEXIBLE LEARNING
C200A
SPED RESOURCE
C203
GOSNOLD
C238
FLEXIBLE LEARNING
C200D
SPED TOILET
C237
READING STOR
C236
SPED NECC
C212
GENERAL CR
C214
SM GRP / EL RESOURCE
C208
PREP
C210A
SCIENCE CR
C210
FLEXIBLE LEARNING
C200C
TEACHER WORK
C229
IDF
C230
ELECTRICAL
C228
EMERG ELEC
C227
FLEXIBLE LEARNING
C200B
CUST STOR
C233
CORRIDOR
C200
STAIR C2
ST-C2-2
SCIENCE CR
C206
TOILET
C231
TOILET
C232
STAIR C1
ST-C1-2
CORRIDOR
C234
CORRIDOR
B208
CORRIDOR
B225
MAT CHLINE -PART C
MATCHLINE -PART D
MATCHLINE -PART C
MATCHLINE -PART D
MATCHLINE - PART B
MATCHLINE - PART C
MATCHLINE - PART B
MATCHLINE - PART C
TOILET
C218
TOILET
C220
GENERAL CR
C215 GENERAL CR
C217
WRLD LANG
C211
WRLD LANG
C209
WRLD LANG
C207
HEALTH
C213
STOR
C226
SPED RESOURCE
C205
MAKER SPACE
C225
CORRIDOR
C224
MAKER SPACE
C235
CORRIDOR
C239
CORRIDOR
C241
CORRIDOR
C240
CORRIDOR
C243GENERAL CR
C201
20 Ashburton Place, Floor 8
Boston, MA 02108
T. +1 617 449 4000
F. +1 617 449 4049
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner's Project Manager:
Civil / Site:
Structural:
Mechanical / Electrical:
Plumbing / Fire Protection:
Theater Consultant:
DATENO. ISSUE
KEY PLAN
Food Service:
Landscape:
FF & E:
Envelope Consultant:
Code Consultant:
Acoustical Consultant:
Owner:
Sustainability Consultant:
Elevator Consultant:
1/8" = 1'-0"1/5/2021 3:16:47 PMC:\REVIT LOCAL\71010_DYIMS_CONSTRUCTION DOCUMENTS_n.nimaga.rvt71011
DENNIS-YARMOUTH
INTERMEDIATE /
MIDDLE SCHOOL
JANUARY 19, 2021
AG-1.12C
286 Station Avenue
South Yarmouth, MA 02664
PMA CONSULTANTS
35 Braintree Hill Office Park, Suite 300
Braintree, MA 02184
CDW CONSULTANTS, INC.
6 Huron Drive
Natick, MA 01760
GIRARD & CO
10 Waterchase Drive #300
Rocky Hill, CT 06067
GARCIA, GALUSKA, DeSOUSA, INC.
370 Faunce Corner Road
North Dartmouth, MA 02747
CONSTRUCTION DOCUMENTS
VAV INTERNATIONAL
400 W. Cummings Park Drive #4700
Woburn, MA 01801
THEATER DESIGN
48 Fair Street, Suite C3
Cold Spring, NY 10516
CRABTREE McGRATH ASSOCIATES
161 West Main Street
Georgetown, MA 01833
TRAVERSE LANDSCAPE
150 Chestnut Street, 4th Floor
Providence, RI 02903
POINT LINE SPACE
75 Lowell Street
Carlisle, MA 01741
RJ KENNEY ASSOCIATES
72 Washington Street
Plainville, MA 02762
R.W. SULLIVAN ENGINEERING
529 Main Street Suite 203
Boston, MA 02129
CAVANAUGH TOCCI ASSOCIATES
327F Boston Post Road
Sudbury, MA 01776
SIGNAGE PLAN -
SECOND FLOOR - PART
C
296 Station Avenue
South Yarmouth, MA 02664
DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT
THORNTON TOMASETTI
386 Fore Street, Suite 401
Portland, ME 04101
SYSKA HENNESSY GROUP
10 Post Office Square, Suite 725
Boston, MA 02109
A B
C
D
1/8" = 1'-0"
REFERENCING VIEW: 1/ A-2.01
1 SECOND FLOOR PLAN - PART C - SIGNAGE
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