HomeMy WebLinkAboutConformed Set - Plans - 12.24.2019Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
ISSUED FOR:
TOWN OF YARMOUTH, MA
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
CONFORMED
OCTOBER 16, 2019DECEMBER 24, 2019
DRAWING LIST
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
DRAWING LIST
G001
MF
BPM
DGT
2170117-E
CONFORMED
EQUIPMENT
EQ1.01 EQUIPMENT LAYOUT PLAN MAINTENANCE
EQ1.02 MEZZANINE/SHOPS EQUIPMENT LAYOUT PLAN
EQ2.01 EQUIPMENT DETAILS
EQ2.02 EQUIPMENT DETAILS AND UTILITY SCHEDULES
FIRE PROTECTION
FP000 FIRE PROTECTION LEGEND
FP101A FIRE PROTECTION WORKSHOPS-FIRST FLOOR
FP101B FIRE PROTECTION - VEHICLE AND EQUIPMENT STORAGE- FIRST FLOOR
FP101C FIRE PROTECTION - ENLARGED PLAN - MAINTENANCE AREA- FIRST FLOOR
FP102B FIRE PROTECTION - VEHICLE AND EQUIPMENT STORAGE- MEZZANINE FLOOR
FP102C FIRE PROTECTION - MAINTENACE - MEZZANINE PLAN
FP501 FIRE PROTECTION DETAILS
FP502 FIRE PROTECTION DETAILS II
PLUMBING
P000 PLUMBING LEGEND
P100A PLUMBING UNDERSLAB PLAN - ADMIN
P100B PLUMBING UNDERSLAB PLAN - VEHICLE STORAGE
P100C PLUMBING UNDERSLAB PLAN - SHOPS
P101A PLUMBING FIRST FLOOR PLAN - ADMIN
P101B PLUMBING FIRST FLOOR - VEHICLE STORAGE
P101C PLUMBING FIRST FLOOR MAINTENANCE SHOP
P102A PLUMBING MEZZANINE - ADMIN PLAN
P102B PLUMBING MEZZANINE - VEHICLE MAINTENANCE
P102C PLUMBING MEZZANINE - MAINTENANCE PLAN
P103 PLUMBING ROOF PLAN
P501 PLUMBING DETAILS I
P502 PLUMBING DETAILS II
P601 PLUMBING SCHEDULES
P901 WASTE & VENT RISER DIAGRAMS
P902 DOMESTIC RISER DIAGRAM
HEATING, VENTILATION, AND COOLING
H000 HVAC LEGEND
H101A FIRST FLOOR DUCTWORK PLAN PART A
H101B FIRST FLOOR DUCTWORK PLAN PART B
H101C FIRST FLOOR DUCTWORK PLAN PART C
H102B MEZZANINE DUCTWORK PLAN PART B
H102C MEZZANINE DUCTWORK PLAN PART C
H103 ROOF PLAN
H201A FIRST FLOOR PIPING PLAN PART A
H201B FIRST FLOOR PIPING PLAN PART B
H201C FIRST FLOOR PIPING PLAN PART C
H202B MEZZANINE PIPING PLAN PART B
H202C MEZZANINE PIPING PLAN PART C
H501 HVAC DETAILS
H502 HVAC DETAILS
H503 HVAC DETAILS
H601 HVAC SCHEDULES
H701 HVAC CONTROLS
H702 HVAC CONTROLS
H703 HVAC CONTROLS
H704 HVAC CONTROLS
ELECTRICAL
E001 ELECTRICAL TITLE SHEET
E002 ELECTRICAL SITE PLAN
E003 SITE LIGHTING PLAN
E101 LEVEL 1 LIGHTING PLAN "A"
E102 LEVEL 1 & MEZZANINE LIGHTING PLANS "B"
E103 LEVEL 1, MEZZANINE LIGHTING PLANS "C" & CANOPY
E201 LEVEL 1 POWER PLAN "A"
E202 LEVEL 1 & MEZZANINE POWER PLANS "B"
E203 LEVEL 1, MEZZANINE POWER PLANS "C" & CANOPY
E204 ROOF POWER PLAN
E501 ELECTRICAL DETAILS SHEET I
E502 ELECTRICAL DETAILS SHEET II
E503 ELECTRICAL DETAILS SHEET III
E601 ELECTRICAL DIAGRAMS
E602 ELECTRICAL SCHEDULES
E603 ELECTRICAL SCHEDULES
E604 ELECTRICAL SCHEDULES
E605 ELECTRICAL SCHEDULES SHEET IV
ED002 ELECTRICAL SITE DEMOLITION PLAN
FIRE ALARM (ELECTRICAL)
FA001 FIRE ALARM RISER DIAGRAM
FA101 LEVEL 1 FIRE ALARM PLAN "A"
FA102 LEVEL 1 & MEZZANINE FIRE ALARM PLANS "B"
FA103 LEVEL 1, MEZZANINE FIRE ALARM PLANS "C"
TELECOMMUNICATIONS (ELECTRICAL)
TC001 TELECOM LEGEND AND DETAILS
TC101 LEVEL 1 TELE/COM PLAN "A"
TC102 LEVEL 1 & MEZZANINE TELE/COM PLANS "B"
TC103 LEVEL 1 & MEZZANINE FIRE ALARM PLANS "C"
GENERAL
G000 TITLE SHEET
G001 DRAWING LIST
Q001 QUESTIONS - SHEET 1
Q002 QUESTIONS - SHEET 2
LIFE SAFETY
LS0.00 CODE SHEET
LS1.01 FIRST FLOOR LIFE SAFETY PLAN
LS1.02 MEZZANINE LIFE SAFETY PLAN
CIVIL
C1.00 ABBREVIATIONS, NOTES, AND LEGENDS
C2.00 EXISTING CONDITIONS PLAN
C3.00 EROSION & SEDIMENTATION CONTROL PLAN
C4.01 DEMOLITION PLAN (PHASE I)
C4.02 DEMOLITION PLAN (PHASE II)
C5.00 SITE LAYOUT PLAN
C5.01 BASELINE LAYOUT PLAN
C6.00 GRADING AND DRAINAGE PLAN
C7.00 UTILITY PLAN
C7.01 SEPTIC PLAN AND PROFILE
C9.01 CIVIL DETAILS
C9.02 CIVIL DETAILS
C9.03 CIVIL DETAILS
C9.04 SEPTIC SYSTEM DETAILS
C9.05 CIVIL DETAILS
C9.06 CIVIL DETAILS
C9.07 CIVIL DETAILS
C9.08 CIVIL DETAILS
C9.09 CIVIL DETAILS
C9.10 CIVIL DETAILS
C9.11 CIVIL DETAILS
LANDSCAPE
L1.00 LANDSCAPE PLAN
L2.00 LANDSCAPE DETAILS
L3.00 IRRIGATION PLAN
L4.00 IRRIGATION DETAILS
STRUCTURAL
S001 GENERAL NOTES
S002 TYPICAL DETAILS I
S003 TYPICAL DETAILS II
S101 OVERALL FOUNDATION PLAN
S102 FOUNDATION AND SLAB PLANS - SHOPS & EMPLOYEE FACILITIES
S103 FOUNDATION AND SLAB PLANS - VEHICLE STORAGE
S104 FOUNDATION AND SLAB PLANS - VEHICLE MAINTENANCE
S105 FOUNDATION AND SLAB PLAN - CANOPY
S201 OVERALL MEZZANINE FRAMING & ROOF FRAMING PLANS
S202 ROOF FRAMING PLAN - SHOPS & EMPLOYEE FACILITIES
S203 MEZZANINE FRAMING AND ROOF FRAMING PLAN - VEHICLE STORAGE
S204 MEZZANINE FRAMING AND ROOF FRAMING PLAN - VEHICLE MAINTENANCE
S301 TYPICAL FRAME ELEVATIONS
S302 TYPICAL FRAME ELEVATIONS II
S401 FOUNDATION SECTIONS AND DETAILS I
S402 FOUNDATION SECTIONS AND DETAILS II
S403 FOUNDATION SECTIONS AND DETAILS III
S411 STEEL SECTIONS & DETAILS
S501 KNOCKDOWN PAD PLAN, CATWALK FRAMING PLAN, DETAILS AND SECTIONS
S601 3D VIEWS
ARCHITECTURAL DEMOLITION
AD100 DEMOLITION SITE PLAN
ARCHITECTURAL
A011 ABBREVIATIONS, SYMBOLS, LEGEND AND GENERAL NOTES
A012 GENERAL NOTES
A031 PARTITION TYPES
A101 OVERALL FLOOR PLAN
A102 OVERALL MEZZANINE PLAN
A103 OVERALL REFLECTED CEILING PLAN
A104 OVERALL ROOF PLAN
A201 LARGE SCALE FLOOR PLANS - SHOPS & EMPLOYEE FACILITIES
A202 LARGE SCALE FLOOR & MEZZANINE PLANS - VEHICLE STORAGE
A203 LARGE SCALE CANOPY FLOOR PLAN- ROOF PLAN - RCP
A204 LARGE SCALE FLOOR AND MEZZANINE PLAN - VEHICLE MAINTENANCE
A211 LARGE SCALE RCP & ROOF PLANS - SHOPS & EMPLOYEE FACILITIES
A212 LARGE SCALE RCP & ROOF PLAN - VEHICLE STORAGE
A213 LARGE SCALE RCP & ROOF PLANS - VEHICLE MAINTENANCE
A301 BUILDING ELEVATIONS I
A302 BUILDING ELEVATIONS II
A303 LARGE SCALE ELEVATIONS
A401 BUILDING SECTIONS
A402 BUILDING SECTIONS
A501 WALL SECTIONS I
A502 WALL SECTIONS II
A503 WALL SECTIONS lll
A504 WALL SECTIONS lV
A601 PLAN DETAILS I
A602 PLAN DETAILS II
A611 SECTION DETAILS I
A612 SECTION DETAILS II
A613 SECTION DETAILS III
A621 ROOF DETAILS I
A622 ROOF DETAILS II
A623 ROOF DETAILS III
A631 MISC DETAILS I
A632 MISC DETAILS II
A701 LARGE SCALE PLANS / INTERIOR ELEVATIONS
A702 INTERIOR ELEVATIONS
A711 LARGE SCALE STAIR PLANS / SECTIONS
A712 STAIR DETAILS
A713 MEZZANINE DETAILS
A721 CATWALK PLAN, SECTION, & DETAILS
A811 DOOR SCHEDULE
A821 DOOR DETAILS I
A822 DOOR DETAILS II
A823 VEHICLE WASH DOOR DETAILS AND FLOOR TRANSITIONS
A831 WINDOW TYPES
A832 WINDOW DETAILS I
A833 WINDOW DETAILS II
A834 WINDOW DETAILS III
A901 FINISH SCHEDULE
A911 CASEWORK ELEVATIONS AND DETAILS
A912 CASEWORK DETAILS
A921 FURNITURE LAYOUT
A931 SIGN TYPES
A941 3D-VIEWS
A942 3D-VIEWS
A943 3D-VIEWS
A944 3D-VIEWS
A945 3D-VIEWS
A946 3D-VIEWS
Seal:Seal:
DRAWING LIST
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
DRAWING LIST
G001
MF
BPM
DGT
2170117-E
CONFORMED
EQUIPMENT
EQ1.01 EQUIPMENT LAYOUT PLAN MAINTENANCE
EQ1.02 MEZZANINE/SHOPS EQUIPMENT LAYOUT PLAN
EQ2.01 EQUIPMENT DETAILS
EQ2.02 EQUIPMENT DETAILS AND UTILITY SCHEDULES
FIRE PROTECTION
FP000 FIRE PROTECTION LEGEND
FP101A FIRE PROTECTION WORKSHOPS-FIRST FLOOR
FP101B FIRE PROTECTION - VEHICLE AND EQUIPMENT STORAGE- FIRST FLOOR
FP101C FIRE PROTECTION - ENLARGED PLAN - MAINTENANCE AREA- FIRST FLOOR
FP102B FIRE PROTECTION - VEHICLE AND EQUIPMENT STORAGE- MEZZANINE FLOOR
FP102C FIRE PROTECTION - MAINTENACE - MEZZANINE PLAN
FP501 FIRE PROTECTION DETAILS
FP502 FIRE PROTECTION DETAILS II
PLUMBING
P000 PLUMBING LEGEND
P100A PLUMBING UNDERSLAB PLAN - ADMIN
P100B PLUMBING UNDERSLAB PLAN - VEHICLE STORAGE
P100C PLUMBING UNDERSLAB PLAN - SHOPS
P101A PLUMBING FIRST FLOOR PLAN - ADMIN
P101B PLUMBING FIRST FLOOR - VEHICLE STORAGE
P101C PLUMBING FIRST FLOOR MAINTENANCE SHOP
P102A PLUMBING MEZZANINE - ADMIN PLAN
P102B PLUMBING MEZZANINE - VEHICLE MAINTENANCE
P102C PLUMBING MEZZANINE - MAINTENANCE PLAN
P103 PLUMBING ROOF PLAN
P501 PLUMBING DETAILS I
P502 PLUMBING DETAILS II
P601 PLUMBING SCHEDULES
P901 WASTE & VENT RISER DIAGRAMS
P902 DOMESTIC RISER DIAGRAM
HEATING, VENTILATION, AND COOLING
H000 HVAC LEGEND
H101A FIRST FLOOR DUCTWORK PLAN PART A
H101B FIRST FLOOR DUCTWORK PLAN PART B
H101C FIRST FLOOR DUCTWORK PLAN PART C
H102B MEZZANINE DUCTWORK PLAN PART B
H102C MEZZANINE DUCTWORK PLAN PART C
H103 ROOF PLAN
H201A FIRST FLOOR PIPING PLAN PART A
H201B FIRST FLOOR PIPING PLAN PART B
H201C FIRST FLOOR PIPING PLAN PART C
H202B MEZZANINE PIPING PLAN PART B
H202C MEZZANINE PIPING PLAN PART C
H501 HVAC DETAILS
H502 HVAC DETAILS
H503 HVAC DETAILS
H601 HVAC SCHEDULES
H701 HVAC CONTROLS
H702 HVAC CONTROLS
H703 HVAC CONTROLS
H704 HVAC CONTROLS
ELECTRICAL
E001 ELECTRICAL TITLE SHEET
E002 ELECTRICAL SITE PLAN
E003 SITE LIGHTING PLAN
E101 LEVEL 1 LIGHTING PLAN "A"
E102 LEVEL 1 & MEZZANINE LIGHTING PLANS "B"
E103 LEVEL 1, MEZZANINE LIGHTING PLANS "C" & CANOPY
E201 LEVEL 1 POWER PLAN "A"
E202 LEVEL 1 & MEZZANINE POWER PLANS "B"
E203 LEVEL 1, MEZZANINE POWER PLANS "C" & CANOPY
E204 ROOF POWER PLAN
E501 ELECTRICAL DETAILS SHEET I
E502 ELECTRICAL DETAILS SHEET II
E503 ELECTRICAL DETAILS SHEET III
E601 ELECTRICAL DIAGRAMS
E602 ELECTRICAL SCHEDULES
E603 ELECTRICAL SCHEDULES
E604 ELECTRICAL SCHEDULES
E605 ELECTRICAL SCHEDULES SHEET IV
ED002 ELECTRICAL SITE DEMOLITION PLAN
FIRE ALARM (ELECTRICAL)
FA001 FIRE ALARM RISER DIAGRAM
FA101 LEVEL 1 FIRE ALARM PLAN "A"
FA102 LEVEL 1 & MEZZANINE FIRE ALARM PLANS "B"
FA103 LEVEL 1, MEZZANINE FIRE ALARM PLANS "C"
TELECOMMUNICATIONS (ELECTRICAL)
TC001 TELECOM LEGEND AND DETAILS
TC101 LEVEL 1 TELE/COM PLAN "A"
TC102 LEVEL 1 & MEZZANINE TELE/COM PLANS "B"
TC103 LEVEL 1 & MEZZANINE FIRE ALARM PLANS "C"
GENERAL
G000 TITLE SHEET
G001 DRAWING LIST
Q002 QUESTIONS - SHEET 1
Q003 QUESTIONS - SHEET 2
LIFE SAFETY
LS0.00 CODE SHEET
LS1.01 FIRST FLOOR LIFE SAFETY PLAN
LS1.02 MEZZANINE LIFE SAFETY PLAN
CIVIL
C1.00 ABBREVIATIONS, NOTES, AND LEGENDS
C2.00 EXISTING CONDITIONS PLAN
C3.00 EROSION & SEDIMENTATION CONTROL PLAN
C4.01 DEMOLITION PLAN (PHASE I)
C4.02 DEMOLITION PLAN (PHASE II)
C5.00 SITE LAYOUT PLAN
C5.01 BASELINE LAYOUT PLAN
C6.00 GRADING AND DRAINAGE PLAN
C7.00 UTILITY PLAN
C7.01 SEPTIC PLAN AND PROFILE
C9.01 CIVIL DETAILS
C9.02 CIVIL DETAILS
C9.03 CIVIL DETAILS
C9.04 SEPTIC SYSTEM DETAILS
C9.05 CIVIL DETAILS
C9.06 CIVIL DETAILS
C9.07 CIVIL DETAILS
C9.08 CIVIL DETAILS
C9.09 CIVIL DETAILS
C9.10 CIVIL DETAILS
C9.11 CIVIL DETAILS
LANDSCAPE
L1.00 LANDSCAPE PLAN
L2.00 LANDSCAPE DETAILS
L3.00 IRRIGATION PLAN
STRUCTURAL
S001 GENERAL NOTES
S002 TYPICAL DETAILS I
S003 TYPICAL DETAILS II
S101 OVERALL FOUNDATION PLAN
S102 FOUNDATION AND SLAB PLANS - SHOPS & EMPLOYEE FACILITIES
S103 FOUNDATION AND SLAB PLANS - VEHICLE STORAGE
S104 FOUNDATION AND SLAB PLANS - VEHICLE MAINTENANCE
S105 FOUNDATION AND SLAB PLAN - CANOPY
S201 OVERALL MEZZANINE FRAMING & ROOF FRAMING PLANS
S202 ROOF FRAMING PLAN - SHOPS & EMPLOYEE FACILITIES
S203 MEZZANINE FRAMING AND ROOF FRAMING PLAN - VEHICLE STORAGE
S204 MEZZANINE FRAMING AND ROOF FRAMING PLAN - VEHICLE MAINTENANCE
S301 TYPICAL FRAME ELEVATIONS
S302 TYPICAL FRAME ELEVATIONS II
S401 FOUNDATION SECTIONS AND DETAILS I
S402 FOUNDATION SECTIONS AND DETAILS II
S403 FOUNDATION SECTIONS AND DETAILS III
S411 STEEL SECTIONS & DETAILS
S501 KNOCKDOWN PAD PLAN, CATWALK FRAMING PLAN, DETAILS AND SECTIONS
S601 3D VIEWS
ARCHITECTURAL DEMOLITION
AD100 DEMOLITION SITE PLAN
ARCHITECTURAL
A011 ABBREVIATIONS, SYMBOLS, LEGEND AND GENERAL NOTES
A012 GENERAL NOTES
A031 PARTITION TYPES
A101 OVERALL FLOOR PLAN
A102 OVERALL MEZZANINE PLAN
A103 OVERALL REFLECTED CEILING PLAN
A104 OVERALL ROOF PLAN
A201 LARGE SCALE FLOOR PLANS - SHOPS & EMPLOYEE FACILITIES
A202 LARGE SCALE FLOOR & MEZZANINE PLANS - VEHICLE STORAGE
A203 LARGE SCALE CANOPY FLOOR PLAN- ROOF PLAN - RCP
A204 LARGE SCALE FLOOR AND MEZZANINE PLAN - VEHICLE MAINTENANCE
A211 LARGE SCALE RCP & ROOF PLANS - SHOPS & EMPLOYEE FACILITIES
A212 LARGE SCALE RCP & ROOF PLAN - VEHICLE STORAGE
A213 LARGE SCALE RCP & ROOF PLANS - VEHICLE MAINTENANCE
A301 BUILDING ELEVATIONS I
A302 BUILDING ELEVATIONS II
A303 LARGE SCALE ELEVATIONS
A401 BUILDING SECTIONS
A402 BUILDING SECTIONS
A501 WALL SECTIONS I
A502 WALL SECTIONS II
A503 WALL SECTIONS lll
A504 WALL SECTIONS lV
A601 PLAN DETAILS I
A602 PLAN DETAILS II
A611 SECTION DETAILS I
A612 SECTION DETAILS II
A613 SECTION DETAILS III
A621 ROOF DETAILS I
A622 ROOF DETAILS II
A623 ROOF DETAILS III
A631 MISC DETAILS I
A632 MISC DETAILS II
A701 LARGE SCALE PLANS / INTERIOR ELEVATIONS
A702 INTERIOR ELEVATIONS
A711 LARGE SCALE STAIR PLANS / SECTIONS
A712 STAIR DETAILS
A713 MEZZANINE DETAILS
A721 CATWALK PLAN, SECTION, & DETAILS
A811 DOOR SCHEDULE
A821 DOOR DETAILS I
A822 DOOR DETAILS II
A823 VEHICLE WASH DOOR DETAILS AND FLOOR TRANSITIONS
A831 WINDOW TYPES
A832 WINDOW DETAILS I
A833 WINDOW DETAILS II
A834 WINDOW DETAILS III
A901 FINISH SCHEDULE
A911 CASEWORK ELEVATIONS AND DETAILS
A912 CASEWORK DETAILS
A921 FURNITURE LAYOUT
A931 SIGN TYPES
A941 3D-VIEWS
A942 3D-VIEWS
A943 3D-VIEWS
A944 3D-VIEWS
A945 3D-VIEWS
A946 3D-VIEWS
Q002
QUESTIONS SHEET ONE
CONTRACTOR QUESTIONS AND ENGINEER RESPONSES
1. We would like to request that our AIR-SHIELD SMP please reviewed as a vapor
permeable sheet air barrier material here. Please see the attached data sheet to assist
with review, if you can please let me know if it’s acceptable it would be greatly
appreciated.
Response: Substitutions will not be considered during bidding as outlined in the
information bulletin above.
2. SF1, SF4 and SF6 appear to be aluminum storefront per detail 2/A832, 5/A832, and 6/A833, not
metal windows, per spec section 08 43 13. Are these to be included in the metal window filed sub-
bid? I am including SF2, SF3 and SF5 as part of the filed sub-bid, per spec section 08 51 13. In
the best interest of the owner, the aluminum storefront should be included in the filed sub-bid for
competitive pricing.
Response: SF1, SF4 and SF6 are aluminum storefront and are not part of the Metal Windows
Filed Sub-bid.
3. The window specified in spec section 08 51 13-2.02 A.1 is a projected window. The window
shown on the drawings is a single hung window. What window would you like to be used? I would
recommend a window similar to product data (EFCO 601 Single Hung Window). It meets
requirements you are showing on the drawings and spec.
Response: See attached revised Specification Section 08 51 13 Aluminum Windows which
includes EFCO 663 Series, Kawneer 8430TL Series and YKK YVS TUH series as the accepted
products.
4. Section 07 27 13-1.06.7.A requires that the contractor is ABAA licensed. Is this requirement
something that can be waived?
Response: Yes. Sheet Air Barriers must be installed in accordance with the Manufacturer
provided and be under warranty appropriately as specified
5. Would you please clarify the product requested for this section? The drawings for bid dated
9/13/19 have a hung window detailed for SF2, SF3, SF5. Storefront product detailed for SF1, SF4,
SF6. The specifications 08 51 13 2.02. A. list EFCO 2900, Kawneer 8225T-L, and Wausau
4250/Fix. These products are projected windows. In addition to this the indicated products will not
meet the performance values listed in the specifications.
Response: See response to Question 3 above.
6. The aluminum storefront is typically part of this filed sub-bid package. That section is not listed as
such. Is the intent to include this section?
Response: No - the aluminum storefront is not part of the filed sub-bid package and shall be
carried by the General Contractor.
7. Please confirm we are correct in our understanding that work and materials described in non-
electrical specifications or shown on non-electrical drawings, without also being described and
listed in the electrical specifications, is for coordination purposes only and shall not be part of the
electrical contractor’s bid for this project.
Response: Correct - the electrical drawings include E-series, FA-series, and TC-series drawings.
8. Electrical specifications Section 26 00 01 lists Electrical work to be listed as a Paragraph E item.
Please advise.
Response: Specification SECTION 26 00 01, 1.1, E, 1, Delete “Electrical” from the classes
of work and replace with “Communications 27 15 13”
9. A-831 of the drawings, Title-Window types, the windows are hung; however, in the specification
the windows are projected. Please confirm window operation and provide 3 hung window models.
Response: See addendum edits to the specifications section, “08 51 13, ALUMINUM
WINDOWS”, indicated in this addendum.
10. For this File Sub-Bid are other sections besides the Metal Windows, for example aluminum
framed storefronts 08 43 13, included?
Response: No, only specification “08 51 13, ALUMINUM WINDOWS”, is to be included in the
Filed Sub-Bid price for Metal Windows.
11. Per structural drawing S001, noting this building is designated as a Seismic Design Category “B”,
will seismic bracing be required for the fire protection scope 210001? Per the Mass State Building
Code 780CMR 9th Edition, and ASCE 7 (2010) (paragraph 13.1.4.4), seismic bracing may be
eliminated in buildings that fall under Seismic Design Category “A” and “B”. Except in specific
cases like Emergency shelters, or the like.
Response: The structure is considered Seismic Design Category “B” and is not considered an
emergency shelter; therefore, seismic bracing requirements for the fire protection system are not
anticipated. The contractor’s engineer for the delegated design of the pipe supports in Spec.
Section 21 05 29 shall make the final determination of detailing requirements.
12. Utility Plan C7.00, No 21 states “Fire Protection Contractor is responsible for the construction of
the fire protection service inside the building and extending 10’ outside from the face of the
building. Can you please confirm this to be correct? Fire Protection specs make it seem like the
fire protection sub owns the entire fire service and excavation and backfill.
Response: The Fire Protection Contractor owns the fire protection service inside the building and
extending 10’ outside from the face of the building.
13. Can a matrix be provided as to whom is responsible to provide Electrical Disconnects, Motor
Starters, VFD’s, etc, for HVAC/Mechanical equipment? Please specify which HVAC/Mechanical
Units these components are integral with the unit from factory?
Response: Notes added to equipment schedule sheet calling “ALL DISCONNECTECS, VFDS,
MOTOR STARTERS ETC FOR HVAC/MECHANICAL EQUIPMENT SHALL BE PROVIDED BY
THE MECHANCIAL CONTRACTOR AND WIRED BY THE ELECTRICAL CONTRACTOR.” See
also 23 00 50 paragraph 1.13.
14. Drawing E101 shows the canopy lights with the designation “C2” should this be “SW4”?
Response: Revised fixtures to type “SW4”.
15. Drawing E103 has exit signs with the designation “X2” in the wash bay; could you please provide
the manufacturer and the catalogue number?
Response: Fixture type X2 shall be Cooper Lighting catalog #LPX7SD
16. General Electrical Note #34 J. states “Fire alarm system wiring shall be in EMT” but fire alarm
diagram note 8 on FA001 states “wiring shall be type MC fire alarm cable above hung ceilings and
in partitions.” Can MC cable be used?
Response: Fire Alarm wiring shall be in EMT or MC cable above hung ceiling or concealed in
gypsum wall partitions. EMT shall be used in all exposed areas.
17. Do the sensors and horn strobe for the gas detection system need to have separate homeruns or
can the 2 or 3 devices at the same location share a homerun?
Response: Separate homeruns
18. Could you clarify detail #9 on drawing E501 for the emergency power off push buttons, which
panel does this pertain to? None of the panel schedules show shunt trip breakers.
Response: This pertains to panels PPL3, PPL4, PPL5, PPL6, PPL7, PPL9 & PPL11. All these
panels will have shunt trip main circuit breakers.
19. S-001 indicates a basic window speed of 152 MPH, the windows listed in the spec. are not
rated for windborne debris impact resistance. Can you confirm that impact resistance is
required? Also, if it is required, can you please provide models and manufactures for
impact products?
Response: See revised specifications included in this addendum.
20. Please provide Fixture Manufacturer and Model Number for Fixture Types C2 and X2.
Response: Fixture C2 has been changed to fixture SW4. Refer to question above for exit sign X2.
21. Please confirm accuracy of Light Fixture Schedule as many fixture types are not illustrated on
Electrical Drawings.
Response: Refer to updated fixture schedule in Addendum
22. Is there a switchboard spec section? Is so, please furnish.
Response: See new spec section 26 24 13 Switchboard, Specification SECTION 26 00 01, 1.1, B
add specifications section 26 24 13 to the list of included specifications.
23. Is there a switchboard schedule? If so, please furnish.
Response: Refer to One Line Diagram
24. Drawing E601 shows utility metering CT’s at the pad-mount transformer and in the gear. They are
only required in one location. Please clarify.
Response: Metering and CT’s shall be in the switchboard.
25. There are (2) 1000A 100% rated breakers feeding the normal side of the ATS in the switchboard.
In addition to that the ATS spec calls for mechanical lugs. Any insight here?
Response: One of the 1000A breakers is for the utility cold sequence metering the other is the
main circuit breaker for the facility. Refer to new spec section 26 24 13 Switchboard
26. Drawing FA001 illustrates a Fire Alarm Master Box and Exterior Beacon on the Fire Alarm One-
Line Diagram, it is not illustrated on any of the floor plans. Is the Fire Alarm Master Box a Radio
Master Box? Please confirm EC is to carry a Radio Master Box and Exterior Beacon in their bid.
Response: Contractor shall provide a Fire Alarm Master Box. Refer to addendum for location
27. Section 09 00 09 1.01, C3 refers to 09 91 01- Painting -Salt Shed. The specification manual does
not appear to have that section.
Response: Please, delete “1.01. C, 3 – Section 09 91 01 – PAINTING – SALT SHED”, from the
Contract Documents.
28. Can you clarify the amount of spray fire proofing work and applicable specification as seen on
A613/4&5?
Response: Spray Fireproofing does not occur on the project. Refer to drawings for locations of fire
rated and smoke tight walls and appropriate details. Specification 07 84 00, FIRESTOPPING,
specifies various types of products and uses for wall penetrations, top of wall and base of wall
firestopping as required throughout the building.
29. Section 23 09 00-6 F the spec only list Schneider Electrical a pre-qualified controls contractor.
Seeing there is no sole source justification listed in the specifications, we would like to have
Alterton listed as an or equal.
Response: See revised specification section 23 09 00 included in this addendum.
30. Section 23 09 00-11 4,5,6,8 talks about Lighting Control CRAC units, Emergency Generator and
UPS integration/software & discusses power monitoring and reporting along with a dashboard.
Could we have clarification on the sequence of operation as none is listed? Also, please clarify
Lighting Panel quantities as none is listed stating BACnet communication options. In looking at the
HVAC sequence of operations and Electrical drawings we see no direction of BMS tie in for UPS,
please clarify type and quantities of panel (s).
Response: See revised specification section 23 09 00 included in this addendum.
31. Section 23 09 00-38, X Embedded Power and Energy Management Software discusses power
monitoring and reporting along with a dashboard. Could we have clarification on how many
electrical meters are needed and where? Who’s responsible for furnishing electrical meters
(typically its cleaner when the DIV 26 furnishes and installs electrical meters). Also please clarify
BTU meter quantities.
Response: See revised specification section 23 09 00 included in this addendum.
32. Regarding Section 13 42 00, Pre-Engineered Metal Building:
Par. 1.01.A.2 – Can the requirement for the installation of the roofing system by licensed
sheet metal workers be waived? This would eliminate most if not all metal building erectors
and will complicate the requirement of par. 1.08, Special Warranty, from the metal building
manufacturer.
Response: No
33. On drawing A9.01 the Finish Schedule list rooms 113, 114, 125, 140, and 145 as receiving
Linoleum Tile flooring, but the Finish Plan on the same page shows these rooms with
hatching indicating ceramic tile flooring. Please clarify.
Response: The following rooms, 113 TABLE AND COT STORAGE, 114 TRAINING / STORM
EVENT ROOM, 116 PPE STORAGE, 125, MUSTER ROOM / TRAINING, 140 MECHANICS
OFFICE, 145 CORRIDOR, are to have Linoleum Tile Flooring as indicated in the Room Finish
Schedule.
34. Spec Section 096543 lists sheet linoleum but there is nothing shown on A9.01. Is there
any sheet flooring on this project?
Response: There is no sheet linoleum on this project, only tile linoleum.
35. Please confirm that there are no rubber tread / risers or rubber tile flooring on the project.
Response: There are no rubbed tread / risers on this project.
44. Aluminum window types on Drawing A831 has arrows indicating a single hung window.
Spec Section 085113 paragraph 2.06 notes project-out windows. Please confirm that
the intent is project-out windows.
Response: See revisions in this addendum.
45. Detail 5/A832 on SF1 windows notes an integral sub-sill. Please confirm that this is not by
the windows filed sub-bid.
Response: SF1 is by the aluminum storefront - not the Metal Window Filed Sub-Bidder.
46. Spec Section 085113 paragraph 2.11A notes to provide a two piece receptor at head & sill
only. Jamb details on A832 and A833 note a sub-frame at the jambs. Please confirm that
this is a full receptor system.
Response: Please see revised spec section, 08 51 13, ALUMINUM WINDOWS, for revised
metal windows system which will require a full receptor system.
47. Section 102213 Wire Mesh Partitions; Please provide elevations showing the wire mesh
partition locations?
Response: No wire mesh partitions are required on this project. Spec 10 22 13, WIRE
MESH PARTITIONS, shall be deleted
48. Section 101400 2.05 Exterior High-Density Urethane Town Seal; Can you clarify the
diameter, thickness and finish of the seal? Will it be carved, sand blasted, painted or gold
leaf, etc.?
Response: Please refer to 1 / A301, which references 1 / A931. The finish of the seal is to
be shop painted as indicated in the detail.
49. Section 101116 Markerboards; Provide elevations showing tack board locations?
Response: Refer to Drawing A201 for white board / marker board location and sizes.
50. Section 085113 paragraph 1.02A.6 notes the metal window section is to apply exterior
sealant to abutting exterior material. Drawing A832 all details note that the waterproofing,
dampproofing trade owns the sealant at the perimeter as well as the interior. This is also
noted on Drawing A833. Please confirm that the metal windows section does not own the
caulking.
Response: Continuous sealant and backer rod around metal windows to be provided by
the Waterproofing, Dampproofing, and Caulking contractor as shown on the contract
drawings.
51. Section 099123 (Interior Painting) does not provide a paint system for Structural Steel
and/or Underside of Steel Decking. Please clarify by providing a paint system.
Response: Please refer to specification 09 91 23, 1.03H, Interior METAL, FERROUS,
(Shop Primed), for Structural Steel paint system. Please refer to specification 09 91 23,
1.03J, Interior METAL, GALVANIZED, (Includes exposed ductwork) for steel deck paint
system.
52. Please clarify whether Section 099123.1.06.E (painting of water pipes at concealed
locations) is present on this project.
Response: No Painting is required on water pipes in concealed locations.
END OF ADDENDUM #1
ADDENDUM #1 ADDENDUM #2
CONTRACTOR QUESTIONS AND ENGINEER RESPONSES
1. Provide locations of CAO-1 and CAO-2 details on P501.
Response: See revised Plumbing Drawings included in this addendum with locations for
CAO-1’s and CAO-2.
2. 131- Engineering Open Office, 132- Admin Area, 133-Copy/File/Mail Area- Finish schedule call for
LN Tile, however finish plan A901 shows CPT. What product would be carried for these areas?
Response: Rooms 131, 132, and 133 shall be Carpet (CPT).
3. Please provide fixture information for P-3A and P-5
Response: See Addendum No 1.
4. There are two FS-1’s on drawing P601. Is this a typo?
Response: FS-790 to be FS-2. FS-1 to have trap primer. FS-1 designation on P100C to be
renamed FS-2.
5. Have the plumbing and gas permit fees been waived for this project?
Response: Yes
6. Spec section 22 00 50-1 states that the plumbing contractor should pay utility company back
charges. Please provide an amount to carry.
Response: Utility Company back charges will be paid by the Owner.
7. Please verify that all of the trench drains shown on P100C are furnished by the GC as noted and
installed by the plumbing contractor. All other trench drains on this job are furnished and installed
by the plumbing contractor.
Response: All TD Trench Drains shown on the P-Series Drawings, including P100C, are
to be provided and installed by the Plumbing Contractor. The cast-in-place trench drain
and sump for the wash bay shown on S104 (which is different from the TD trench drains
owned by the Plumbing Contractor) is provided and installed by the General Contractor.
8. Please provide a model number, spec, and locations for the eyewash on P501
Response: Refer to P101C and P601 in Addendum No. 1 for location and type of P-9 Fixture.
9. EFCO Series 663 True Muntins are not impact tested. If “NOA” is required, then additional tested
will be required at a significant cost. Is this required?
Response: Additional testing for NOA compliance is not required
10. 08 51 13-1.13(b) states Guarantee shall include replacement of defective glass and delivery or
replacement glass…. Bonding companies will only allow a maximum of 3 years for an installation
guarantee. This is industry standard. Please advise as to this requirement.
Response: The installation of defective glass shall be revised to 3 years as of the date of
installation (the insulated glass units are to maintain 10 year warranty against defects per the
Contract Documents).
11. Can the sub-bid for windows please be extended to October 17th?
Response: No - the filed Sub-Bid date will not be changing.
END OF ADDENDUM #2
QUESTIONS - SHEET 1
Q001
DRAWING LIST
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
DRAWING LIST
G001
MF
BPM
DGT
2170117-E
CONFORMED
EQUIPMENT
EQ1.01 EQUIPMENT LAYOUT PLAN MAINTENANCE
EQ1.02 MEZZANINE/SHOPS EQUIPMENT LAYOUT PLAN
EQ2.01 EQUIPMENT DETAILS
EQ2.02 EQUIPMENT DETAILS AND UTILITY SCHEDULES
FIRE PROTECTION
FP000 FIRE PROTECTION LEGEND
FP101A FIRE PROTECTION WORKSHOPS-FIRST FLOOR
FP101B FIRE PROTECTION - VEHICLE AND EQUIPMENT STORAGE- FIRST FLOOR
FP101C FIRE PROTECTION - ENLARGED PLAN - MAINTENANCE AREA- FIRST FLOOR
FP102B FIRE PROTECTION - VEHICLE AND EQUIPMENT STORAGE- MEZZANINE FLOOR
FP102C FIRE PROTECTION - MAINTENACE - MEZZANINE PLAN
FP501 FIRE PROTECTION DETAILS
FP502 FIRE PROTECTION DETAILS II
PLUMBING
P000 PLUMBING LEGEND
P100A PLUMBING UNDERSLAB PLAN - ADMIN
P100B PLUMBING UNDERSLAB PLAN - VEHICLE STORAGE
P100C PLUMBING UNDERSLAB PLAN - SHOPS
P101A PLUMBING FIRST FLOOR PLAN - ADMIN
P101B PLUMBING FIRST FLOOR - VEHICLE STORAGE
P101C PLUMBING FIRST FLOOR MAINTENANCE SHOP
P102A PLUMBING MEZZANINE - ADMIN PLAN
P102B PLUMBING MEZZANINE - VEHICLE MAINTENANCE
P102C PLUMBING MEZZANINE - MAINTENANCE PLAN
P103 PLUMBING ROOF PLAN
P501 PLUMBING DETAILS I
P502 PLUMBING DETAILS II
P601 PLUMBING SCHEDULES
P901 WASTE & VENT RISER DIAGRAMS
P902 DOMESTIC RISER DIAGRAM
HEATING, VENTILATION, AND COOLING
H000 HVAC LEGEND
H101A FIRST FLOOR DUCTWORK PLAN PART A
H101B FIRST FLOOR DUCTWORK PLAN PART B
H101C FIRST FLOOR DUCTWORK PLAN PART C
H102B MEZZANINE DUCTWORK PLAN PART B
H102C MEZZANINE DUCTWORK PLAN PART C
H103 ROOF PLAN
H201A FIRST FLOOR PIPING PLAN PART A
H201B FIRST FLOOR PIPING PLAN PART B
H201C FIRST FLOOR PIPING PLAN PART C
H202B MEZZANINE PIPING PLAN PART B
H202C MEZZANINE PIPING PLAN PART C
H501 HVAC DETAILS
H502 HVAC DETAILS
H503 HVAC DETAILS
H601 HVAC SCHEDULES
H701 HVAC CONTROLS
H702 HVAC CONTROLS
H703 HVAC CONTROLS
H704 HVAC CONTROLS
ELECTRICAL
E001 ELECTRICAL TITLE SHEET
E002 ELECTRICAL SITE PLAN
E003 SITE LIGHTING PLAN
E101 LEVEL 1 LIGHTING PLAN "A"
E102 LEVEL 1 & MEZZANINE LIGHTING PLANS "B"
E103 LEVEL 1, MEZZANINE LIGHTING PLANS "C" & CANOPY
E201 LEVEL 1 POWER PLAN "A"
E202 LEVEL 1 & MEZZANINE POWER PLANS "B"
E203 LEVEL 1, MEZZANINE POWER PLANS "C" & CANOPY
E204 ROOF POWER PLAN
E501 ELECTRICAL DETAILS SHEET I
E502 ELECTRICAL DETAILS SHEET II
E503 ELECTRICAL DETAILS SHEET III
E601 ELECTRICAL DIAGRAMS
E602 ELECTRICAL SCHEDULES
E603 ELECTRICAL SCHEDULES
E604 ELECTRICAL SCHEDULES
E605 ELECTRICAL SCHEDULES SHEET IV
ED002 ELECTRICAL SITE DEMOLITION PLAN
FIRE ALARM (ELECTRICAL)
FA001 FIRE ALARM RISER DIAGRAM
FA101 LEVEL 1 FIRE ALARM PLAN "A"
FA102 LEVEL 1 & MEZZANINE FIRE ALARM PLANS "B"
FA103 LEVEL 1, MEZZANINE FIRE ALARM PLANS "C"
TELECOMMUNICATIONS (ELECTRICAL)
TC001 TELECOM LEGEND AND DETAILS
TC101 LEVEL 1 TELE/COM PLAN "A"
TC102 LEVEL 1 & MEZZANINE TELE/COM PLANS "B"
TC103 LEVEL 1 & MEZZANINE FIRE ALARM PLANS "C"
GENERAL
G000 TITLE SHEET
G001 DRAWING LIST
Q002 QUESTIONS - SHEET 1
Q003 QUESTIONS - SHEET 2
LIFE SAFETY
LS0.00 CODE SHEET
LS1.01 FIRST FLOOR LIFE SAFETY PLAN
LS1.02 MEZZANINE LIFE SAFETY PLAN
CIVIL
C1.00 ABBREVIATIONS, NOTES, AND LEGENDS
C2.00 EXISTING CONDITIONS PLAN
C3.00 EROSION & SEDIMENTATION CONTROL PLAN
C4.01 DEMOLITION PLAN (PHASE I)
C4.02 DEMOLITION PLAN (PHASE II)
C5.00 SITE LAYOUT PLAN
C5.01 BASELINE LAYOUT PLAN
C6.00 GRADING AND DRAINAGE PLAN
C7.00 UTILITY PLAN
C7.01 SEPTIC PLAN AND PROFILE
C9.01 CIVIL DETAILS
C9.02 CIVIL DETAILS
C9.03 CIVIL DETAILS
C9.04 SEPTIC SYSTEM DETAILS
C9.05 CIVIL DETAILS
C9.06 CIVIL DETAILS
C9.07 CIVIL DETAILS
C9.08 CIVIL DETAILS
C9.09 CIVIL DETAILS
C9.10 CIVIL DETAILS
C9.11 CIVIL DETAILS
LANDSCAPE
L1.00 LANDSCAPE PLAN
L2.00 LANDSCAPE DETAILS
L3.00 IRRIGATION PLAN
STRUCTURAL
S001 GENERAL NOTES
S002 TYPICAL DETAILS I
S003 TYPICAL DETAILS II
S101 OVERALL FOUNDATION PLAN
S102 FOUNDATION AND SLAB PLANS - SHOPS & EMPLOYEE FACILITIES
S103 FOUNDATION AND SLAB PLANS - VEHICLE STORAGE
S104 FOUNDATION AND SLAB PLANS - VEHICLE MAINTENANCE
S105 FOUNDATION AND SLAB PLAN - CANOPY
S201 OVERALL MEZZANINE FRAMING & ROOF FRAMING PLANS
S202 ROOF FRAMING PLAN - SHOPS & EMPLOYEE FACILITIES
S203 MEZZANINE FRAMING AND ROOF FRAMING PLAN - VEHICLE STORAGE
S204 MEZZANINE FRAMING AND ROOF FRAMING PLAN - VEHICLE MAINTENANCE
S301 TYPICAL FRAME ELEVATIONS
S302 TYPICAL FRAME ELEVATIONS II
S401 FOUNDATION SECTIONS AND DETAILS I
S402 FOUNDATION SECTIONS AND DETAILS II
S403 FOUNDATION SECTIONS AND DETAILS III
S411 STEEL SECTIONS & DETAILS
S501 KNOCKDOWN PAD PLAN, CATWALK FRAMING PLAN, DETAILS AND SECTIONS
S601 3D VIEWS
ARCHITECTURAL DEMOLITION
AD100 DEMOLITION SITE PLAN
ARCHITECTURAL
A011 ABBREVIATIONS, SYMBOLS, LEGEND AND GENERAL NOTES
A012 GENERAL NOTES
A031 PARTITION TYPES
A101 OVERALL FLOOR PLAN
A102 OVERALL MEZZANINE PLAN
A103 OVERALL REFLECTED CEILING PLAN
A104 OVERALL ROOF PLAN
A201 LARGE SCALE FLOOR PLANS - SHOPS & EMPLOYEE FACILITIES
A202 LARGE SCALE FLOOR & MEZZANINE PLANS - VEHICLE STORAGE
A203 LARGE SCALE CANOPY FLOOR PLAN- ROOF PLAN - RCP
A204 LARGE SCALE FLOOR AND MEZZANINE PLAN - VEHICLE MAINTENANCE
A211 LARGE SCALE RCP & ROOF PLANS - SHOPS & EMPLOYEE FACILITIES
A212 LARGE SCALE RCP & ROOF PLAN - VEHICLE STORAGE
A213 LARGE SCALE RCP & ROOF PLANS - VEHICLE MAINTENANCE
A301 BUILDING ELEVATIONS I
A302 BUILDING ELEVATIONS II
A303 LARGE SCALE ELEVATIONS
A401 BUILDING SECTIONS
A402 BUILDING SECTIONS
A501 WALL SECTIONS I
A502 WALL SECTIONS II
A503 WALL SECTIONS lll
A504 WALL SECTIONS lV
A601 PLAN DETAILS I
A602 PLAN DETAILS II
A611 SECTION DETAILS I
A612 SECTION DETAILS II
A613 SECTION DETAILS III
A621 ROOF DETAILS I
A622 ROOF DETAILS II
A623 ROOF DETAILS III
A631 MISC DETAILS I
A632 MISC DETAILS II
A701 LARGE SCALE PLANS / INTERIOR ELEVATIONS
A702 INTERIOR ELEVATIONS
A711 LARGE SCALE STAIR PLANS / SECTIONS
A712 STAIR DETAILS
A713 MEZZANINE DETAILS
A721 CATWALK PLAN, SECTION, & DETAILS
A811 DOOR SCHEDULE
A821 DOOR DETAILS I
A822 DOOR DETAILS II
A823 VEHICLE WASH DOOR DETAILS AND FLOOR TRANSITIONS
A831 WINDOW TYPES
A832 WINDOW DETAILS I
A833 WINDOW DETAILS II
A834 WINDOW DETAILS III
A901 FINISH SCHEDULE
A911 CASEWORK ELEVATIONS AND DETAILS
A912 CASEWORK DETAILS
A921 FURNITURE LAYOUT
A931 SIGN TYPES
A941 3D-VIEWS
A942 3D-VIEWS
A943 3D-VIEWS
A944 3D-VIEWS
A945 3D-VIEWS
A946 3D-VIEWS
Q003
QUESTIONS SHEET ONE
ADDENDUM #3
CONTRACTOR QUESTIONS AND ENGINEER RESPONSES
1. Drawing S411 refers to 3” concrete slab on 1 ½” composite metal decking. Is there a spec
for the metal decking?
Response: Refer to Detail 9 on Sheet S003. Metal deck is considered designed by the pre-
engineered metal building designer.
2. Please confirm that building permit fees are waived.
Response: Confirmed - building permit fees will be waived.
3. Please confirm that all municipal and utility connection fees and backcharges are paid by
others and not by the General Contractor.
Response: Confirmed - municipal and utility backcharges will be waived.
4. Please confirm that water will be provided by the Owner at no charge.
Response: Confirmed - water will be made available at no charge. Location of water for
temporary use will need to be coordinated with the Town.
5. Please confirm that the filed sub-bidders include the cost of their performance and payment
bonds in their bid totals.
Response: Confirmed - filed sub-bidders were required to include the cost of their
performance and payment bonds in their sub-bid totals.
6. Please confirm that Builder’s Risk Insurance required to be provided by the General
Contractor.
Response: Confirmed.
7. Specification Section 01 14 00 Special Provisions states the normal working hours to start
at 8:30am. Will an earlier start time be acceptable?
Response: The Town will allow a start time of 7 AM.
8. Does the Filed Sub-Bidder for Plumbing provide temporary water meter, connections, and
distribution?
Response: No.
9. Are all Owner furnished and Contractor installed indicated on the EQ Drawings? If not,
please provide information regarding additional items.
Response: All industrial equipment furnished by the owner and installed by the contractor
is indicated on the EQ drawings.
10. Are all items to be relocated indicated on the EQ Drawings? If not, please provide
information regarding additional items.
Response: All industrial equipment to be relocated to the new facility is indicated on the
EQ drawings.
11. Are all relocated items to be relocated to an on-site location?
Response: Yes.
12. The listed contact for the AQC Dust Collection System specified has informed us that they
have provided pricing for the dust collector system to the FSB HVAC Contractors. Is the
CS-13 Dust Collector System in the FSB HVAC Scope of Work? Please clarify.
Response: The fixed dust collector for bid alternate 1 is part of the GC scope as indicated
in the detail on EQ2.01. It is not in the FSB HVAC scope. The ductwork is to be installed by
the GC’s dust collection system subcontractor as a part of bid alternate 1. The base bid
portable dust collector is part of the GC scope.
13. An existing lift is to be relocated. Is the name of the local service/maintenance company for
the existing lift available?
Response: The local service company for the Mohawk lifts is Tool and Equipment
Connection (508-643-4221).
14. 01 52 13 1.12, 4.D. States that all non-consumed furnishings and equipment excluding
computers, software and related equipment is to be returned to the Contractor at the end of
the project. Is it intended that computers, software and related items remain the property of
the Town of Yarmouth, the Engineers or others? Please clarify
Response: Any temporary facilities related items provided during construction will be
provided back to the Contractor at the end of construction.
15. Within the Filed Sub-Bid specification section Masonry, where it is noted that the
contractor is to provide material testing, is it meant to be the contractor of that specification
section (Masonry) or the General Contractor? Similar condition in other specification
sections (e.g. 09 05 06 Resilient Flooring states that Moisture Testing is noted by the
contractor. Resilient Flooring contractor or General Contractor?) Our experience has been
the contractor of that specification section is to provide stated items. Please clarify
Response: Where noted in a specific specification, the Contractor for that specifications
shall be responsible for the testing. Where testing is listed in 01 45 23, the costs for
testing and inspection will be paid by the Town.
16. Other than items noted in Equipment Schedule as being relocated, will all other
equipment, furnishings, tools, etc. be removed from the existing building by the Owner
prior to demolition of the structures?
Response: The Town will remove non-fixed equipment, tools, and furnishings from existing
buildings scheduled to be demolished.
17. Civil drawings C4.01 and C4.02 note the relocation of several large dumpsters, containers,
and select equipment, final locations of which are to be determined by the Town. Is the
intent to relocate the aforementioned items on site only, or is there a pre-determined
offsite location? Please clarify
Response: Items will be relocated on site.
18. Noted on Civil plan C7.00 and the Geotechnical Report, is direction to fill all abandoned
utilities, equal to or less than 12 inches diameter, with grout. Is the intent to fill all
abandoned utilities solid with grout, or will only capping the abandoned systems suffice?
Please advise.
Response: The intent is to fill solid with grout.
19. Is it correct to assume that the Phasing Plans shown on C4.01 and C4.02 reflects phasing
for all work indicated within those areas, including utilities and grading & drainage?
Response: Yes, refer to “Phasing Note #1” on both C4.01 and C4.02 which indicates:
“1. WORK SHOWN ON OTHER DRAWINGS (SITE LAYOUT, GRADING &
DRAINAGE PLAN, UTILITY PLAN, SEPTIC DESIGN PLAN, ETC.) SHALL
FOLLOW PROPOSED PHASE LIMITS AS SHOWN ON SHEETS C4.01 AND
C4.02.”
20. Comparing the proposed phasing plans with the proposed utility plan, there are several
utilities originating in Phase 2 which feed or are connected to utilities in Phase 1. Is the
intent to sawcut/patch paving and install all utilities within Phase 2 scope during Phase 1
construction? Please advise.
Response: The intent is to install all utilities in Phase 1 which are necessary to feed the
building. The limit for Phase 1 work should be expanded to include the gas service.
21. Please clarify intent of drainage systems installed in Phase 1 in relation to balance of work
to be performed in Phase 2. The drainage piping from Phase 1 feeds the infiltration Basin
in Phase 2. Please clarify.
Response: The drainage piping from Phase 1 that feeds the infiltration Basin in Phase 2
may be installed during Phase 1. This specifically refers to piping and associated
structures R1, B1, and B2. That work shall be coordinated with the DPW to ensure that it
does not interfere with DPW operations.
22. Please confirm that all utilities for the existing building to remain, shown in Phase 2 are
independent of the new utilities for the project and that no temporary utilities are required
for the buildings to remain.
Response: All utilities for the existing Highway Department building to remain (shown in
Phase 2) are independent except for power/alarm/telecom. A portion of the
power/alarm/telecom conduit from the new building to feed the existing building shall be
installed during Phase 1. The remainder shall be installed during Phase 2 to replace the
existing power/telecom of the existing Highway Dept Building (to remain).
23. The Geotechnical Report indicates specific areas where several feet of “undocumented fill”
is recommended to be removed and replaced with structural fill. There is no indication of
this requirement on the plans. Is there a requirement to remove and replace the indicated
undocumented fill? Please clarify.
Response: Yes - undocumented fill shall be removed, disposed of, and replaced with
structural fill or pavement subbase as noted in Addendum 1, C4.01 and C4.02, Notes 17
and 18.
24. 03 30 00, 2.14 Concrete Mixtures for Building Elements: Is it correct that all admixtures
required for each building element is noted in this section of the concrete specification and
that any other admixtures indicated within the specifications are not required if not
specifically listed?
Response: Requirements for the use of corrosion inhibiting and moisture vapor reduction
admixtures are indicated in Section 2.14. Other admixtures, such as air entrainment and
water reducing, shall be used as required to meet the performance requirements in
Section 2.14.
25. Section 03 05 13 Concrete Sealers: Please state specific areas which specific sealer is to
be used and where it is to be used.
Response: Refer to drawing A901, for rooms designated to have SC (Sealed Concrete),
as indicated in the ROOM FINISH SCHEDULE, FINISH FLOOR – FINISH PLAN, and
ROOM FINISH LEGEND.
26. Section 03 30 00, 2.9- Floor & Slab Treatment: Please state specific areas which specific
sealer is to be used and where it is to be used.
Response: Refer to drawing A901, for rooms designated to have SC (Sealed Concrete),
as indicated in the ROOM FINISH SCHEDULE, FINISH FLOOR – FINISH PLAN, and
ROOM FINISH LEGEND.
27. Are there areas where both Concrete Sealers (03 05 13) and Floor & Slab Treatments (03
30 00, 2.9) are to be used?
Response: Specification 03 30 00, 2.9B, is to be utilized for sealed concrete as indicated
in questions 25 & 26. Please delete specification 03 05 13 , CONCRETE SEALERS.
28. There seem to be several isolated column footings and piers that have not been tagged
with an ID. Footings & piers at col. Line 9/D. Footings & Piers at col. Line 6.5/F. Piers at
col. Lines 13.1/C.5, 13.1/B.8, J.5/8.2, 8/K. Piers at col. Line I at canopy. Piers at catwalk
foundation.
Response:
• 9/D – P4+P2 F10 [-6’-0”] shown on S103
• 6.5/F – no footing at this location
• 13.1/C.5 – P1
• 13.1/B.8 – P1
• 8.2/J.5 – P1A F8 [-7’-8”] shown on S105
• 8/K – P4 F6 [-7’-6”] shown on S104
• Col. Line I – P2
• Catwalk Piers – refer to Details 4 and 5 on Sheet S501
29. Window details on A832 indicate the continuous metal sill flashing is to be furnished and
installed by the Pre-Engineered Metal Building Contractor. Is this correct? The Metal
Building Manufacturers do not see this as their scope where they have no other
associated work at the window openings. Please clarify.
Response: Metal sill flashing at windows by Metal Building Contractor.
30. Specification sections Linoleum Flooring and Resilient Base are noted as filed sub-bid
categories on the table of contents, however, their respective sections omit a filed sub-bid
heading. Please confirm these specifications sections are included with the Resilient
Flooring filed sub-bid scopes of work.
Response: Refer to specification 09 00 06 RESILIENT FLOORING FILED SUB-BID
REQUIREMENTS for resilient filed sub-bid requirements and associated flooring
specifications.
31. Spec Section 08 62 00 Unit Skylights, we cannot locate the skylights. Please clarify.
Response: There are no skylights in the project. Please delete the 08 62 00, UNIT
SKYLIGHTS specification from the documents.
32. Spec Section 12 40 00: Wood Work Bench with Casters is noted as “CS-12A” but the
plans say CS-12A is a “Steel Work Bench w/Casters”. Please clarify whether it is wood or
steel.
Response: The schedule on EQ1.02 states that CS-12A is a “Wood Top Work Bench
With Cabinet & Casters.” CS-12A has a wood top and will also have a cabinet as indicated
in the updated 12 40 00 EQUIPMENT, FURNISHINGS AND ACCESSORIES
specification.
33. Spec Section 12 40 00: Miter Saw labeled as MB-10. Plans note MB-10 as Flammable
Storage Cabinet. (Assuming this was a typo because CS-10 is labeled as Miter Saw on
Plans.) Please Clarify.
Response: The miter saw should be labeled as CS-10 in Section 12 40 00 and has been
updated to the correct number in the Specifications.
34. Spec Section 11 11 26: (VW-9) Pretreament and Wash Reclaim Equipment is not noted as
an alternate is spec, but is noted as alternate 1 in plans. Please clarify.
Response: The plans are correct. The above grade water reclaim system (VW-9, 9A, 9B)
is bid alternate 1. The sub-slab vehicle wash pretreatment tank (VW-12) is base bid as
well as all other components of the vehicle wash not labeled as a bid alternate in the
schedule on EQ1.01. Though not all bid alternates may not be specifically identified in the
specifications, they are called out in the equipment schedules on the plans. These
equipment schedules should be used to identify bid alternate items vs base bid.
35. Spec Section 08 71 00: Keying and Lockset label Sargent as only Manufacturer. Would
Schlage, Yale, or Best be potential equivalents?
Response: Sargent is the Town’s preferred manufacturers in order to keep their buildings
the same within Town.
QUESTIONS - SHEET 2
Q002
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
TOWN OF YARMOUTH
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
SEPTEMBER 11, 2019
CODE SHEET
LS0.00
KL
JP
JP
2170117-E
BIDDINGCONFORMED
OCTOBER 16, 2019
UP UP
DN
STSTSTSTSTSTSTSTSTSTST
STSTST STST
OCCUPANT LOAD BLOCK
EXIT BLOCK
EXIT
DESIGNATION
OCCUPANT
LOAD
ROOM NAME
AREA (SF)
OCCUPANT LOAD
FACTOR
LIFE SAFETY LEGEND
WALL RATINGS SHOWN FOLLOWED BY OPENING PROTECTION
REQUIREMENTS IN PARENTHESIS
EXIT 1
SAMPLE
ROOM
1,000
100
10
XX'
TRAVEL DISTANCE
WALL RATINGS
SMOKE TIGHT CONSTRUCTION (NON-RATED) . . . .
1-HOUR FIRE PARTITION (20 MIN) . . . . . . . . . . . . . . .
2-HOUR FIRE BARRIER (90 MIN.) . . . . . . . . . . . . . . . . .
ST
TRAVEL DISTANCE TO EXIT
EQUIP
STORAGE
DPW
EQUIP
STORAGE
POLICE
ENTRY /
VESTIBULE
101
CONFERENCE
ROOM
102
DIRECTOR
OFFICE
103
OFFICE MGR
104
CEMETERY
OFFICE
105
TOWN
ENGINEER
106
HIGHWAY
SUPER.
107
GROUNDS
SUPER.
108STOR.
109
FILE STORAGE
110
FEMALE
TOILET
111
MALE TOILET
112
TABLE AND
COT STORAGE
113
TRAINING /
STORM EVENT
ROOM
114
SMALL
ENGINE
REPAIR SHOP
120
MOWER
REPAIR SHOP
121
SHARED
GENERAL
WORKSHOP
122
FACILITIES
CARPENTRY
SHOP
123
SIGN SHOP
124
MUSTER
ROOM /
TRAINING
125
STORM EVENT
OFFICE
126
ENTRY
VESTIBULE
127
PARKS
SUPERVISOR
OFFICE
128
KITCHEN
AREA
129
ENGINEERING
OPEN OFFICE
131
ADMIN AREA
132
COPY/ FILE/
MAIL AREA
133
MECHANICAL
ROOM
134
ELECTRICAL
ROOM
135
VEHICLE AND
EQUIPMENT
STORAGE
136
PARTS ROOM
137
FLUIDS ROOM
138
MECHANICS
OFFICE
140
DPW VEHICLE
MAINTENANCE
141
POLICE
DEPARTMENT
VEHICLE
MAINTENANCE
142
WASH EQUIP
143
WASH BAY
144
PPE STOR
116
TEL/DATA
115
BDA CL
130
JAN. CL
119
MEN'S
LOCKER
ROOM
117
WOMEN'S
LOCKER
ROOM
118
CORRIDOR
145
TOILET
139
1D
6,100
VEHICLE
MAINTENANCE
200 31
1,060
PARTS
STORAGE
300 4
16,829
VEHICLE
STORAGE
300 57
4,812
OFFICE
100
49
347
WOMEN'S
LOCKER
ROOM
50 7
622
TRAINING
ROOM
15 42
EXIT 10
EXIT 1
EXIT 12
EXIT 11
EXIT 8
EXIT 7
EXIT 6
EXIT 5
EXIT 4
EXIT 3
EXIT 2
99' - 3"
105' - 6"
1,331
WASH BAY
200 7
4,156
SHOP
100 42
206
CONFERENCE
15 14
260
FLUID
STORAGE
300
1
608
MEN'S
LOCKER
ROOM
50 13
EXIT 9
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
TOWN OF YARMOUTH
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
SEPTEMBER 11, 2019
FIRST FLOOR LIFE
SAFETY PLAN
LS1.01
KL
JP
JP
2170117-E
PROGRESS
EXIT CAPACITY SUMMARY TABLE - FIRST FLOOR
EXIT #
DOOR
WIDTH
(INCHES)
DOOR
CAPACITY
(PERSONS)
STAIR
WIDTH
(INCHES)
STAIR
CAPACITY
(PERSONS)
LIMITING
CAPACITY
(PERSONS)
ACTUAL
USE
(PERSONS)
EXIT 1 34 226 226 23
EXIT 2 34 226 226 23
EXIT 3 34 226 226 23
EXIT 4 34 226 226 23
EXIT 5 34 226 226 23
EXIT 6 34 226 226 23
EXIT 7 34 226 226 24
EXIT 8 34 226 226 24
EXIT 9 34 226 226 24
EXIT 10 34 226 226 24
EXIT 11 34 226 226 24
EXIT 12 34 226 226 24
2,712 282
OCCUPANT LOAD SUMMARY TABLE - FIRST FLOOR
FUNCTION OF SPACE AREA (SF)
OCCUPANT LOAD
FACTOR OCCUPANT LOAD
CONFERENCE 206 SF 15 SF 14
TRAINING ROOM 622 SF 15 SF 42
MEN'S LOCKER ROOM 608 SF 50 SF 13
WOMEN'S LOCKER
ROOM
347 SF 50 SF 7
OFFICE 4,812 SF 100 SF 49
SHOP 4,156 SF 100 SF 42
VEHICLE MAINTENANCE 6,100 SF 200 SF 31
WASH BAY 1,331 SF 200 SF 7
FLUID STORAGE 260 SF 300 SF 1
MEZZANINE 1 1,357 SF 300 SF 5
MEZZANINE 2 1,014 SF 300 SF 4
MEZZANINE 3 1,719 SF 300 SF 6
PARTS STORAGE 1,060 SF 300 SF 4
VEHICLE STORAGE 16,829 SF 300 SF 57
40,419 SF 282
1/16" = 1'-0"1 FIRST FLOOR
THE OCCUPANT LOAD OUTLINED IN THE TABLE ABOVE IS USED TO EVAULATE THE REQUIRED
EGRESS CAPACITY OF THE BUILDING. REFER TO LS000 WHICH OUTLINES THE APPLICABLE
PLUMBING FIXTURE REQUIREMENTS USED TO DETERMINE THE MINIMUM NUMBER OF REQUIRED
FIXTURES.
BIDDINGCONFORMED
OCTOBER 16, 2019
DN
DN
OCCUPANT LOAD BLOCK
EXIT BLOCK
EXIT
DESIGNATION
OCCUPANT
LOAD
ROOM NAME
AREA (SF)
OCCUPANT LOAD
FACTOR
LIFE SAFETY LEGEND
WALL RATINGS SHOWN FOLLOWED BY OPENING PROTECTION
REQUIREMENTS IN PARENTHESIS
EXIT 1
SAMPLE
ROOM
1,000
100 10
XX'
TRAVEL DISTANCE
WALL RATINGS
SMOKE TIGHT CONSTRUCTION (NON-RATED) . . . .
1-HOUR FIRE PARTITION (20 MIN) . . . . . . . . . . . . . . .
2-HOUR FIRE BARRIER (90 MIN.) . . . . . . . . . . . . . . . . .
ST
TRAVEL DISTANCE TO EXIT
WASH EQUIP
143WASH BAY
144
DPW VEHICLE
MAINTENANCE
MEZZANINE 3
147
VEHICLE AND
EQUIPMENT
STORAGE
MEZZANINE 2
148
VEHICLE AND
EQUIPMENT
STORAGE
MEZZANINE 1
149
1,357
MEZZANINE
1
300 5
1,719
MEZZANINE
3
300 6
STAIR 1
STAIR 2
1,014
MEZZANINE
2
300 4
166' - 9"
132' - 0"
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
TOWN OF YARMOUTH
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
SEPTEMBER 11, 2019
MEZZANINE LIFE
SAFETY PLAN
LS1.02
KL
JP
JP
2170117-E
PROGRESS
EXIT CAPACITY SUMMARY TABLE - MEZZANINE
EXIT #
DOOR
WIDTH
(INCHES)
DOOR
CAPACITY
(PERSONS)
STAIR
WIDTH
(INCHES)
STAIR
CAPACITY
(PERSONS)
LIMITING
CAPACITY
(PERSONS)
ACTUAL
USE
(PERSONS)
STAIR 1 42 210 210 5
STAIR 2 42 210 210 10
420 15
OCCUPANT LOAD SUMMARY TABLE - MEZZANINE
FUNCTION OF SPACE AREA (SF)
OCCUPANT LOAD
FACTOR OCCUPANT LOAD
MEZZANINE 1 1,357 SF 300 SF 5
MEZZANINE 2 1,014 SF 300 SF 4
MEZZANINE 3 1,719 SF 300 SF 6
4,089 SF 15
1/16" = 1'-0"1 MEZZANINE
THE OCCUPANT LOAD OUTLINED IN THE TABLE ABOVE IS USED TO EVAULATE THE REQUIRED
EGRESS CAPACITY OF THE BUILDING. REFER TO LS000 WHICH OUTLINES THE APPLICABLE
PLUMBING FIXTURE REQUIREMENTS USED TO DETERMINE THE MINIMUM NUMBER OF REQUIRED
FIXTURES.
BIDDINGCONFORMED
OCTOBER 16, 2019
WA-6
WA-5
WA-4
WA-3
WA-2
WA-1
BVW-A9Horiz +/-: ~0.14'
BVW-A8Horiz +/-: ~0.14'BVW-A3 BVW-A2Horiz +/-: ~0.23'
BVW-A10Horiz +/-: ~0.48'
ABBREVIATIONS,
NOTES, AND
LEGEND
C1.00
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02664
Project:
NEW DPW FACILITY
SEPTEMBER 13, 2019Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
BMH
JSP
JSP
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:2170117
WESTON & SAMPSON COPYRIGHT 2018
NORTH
CONFORMEDIssued For:
WA-6
WA-5
WA-4
WA-3
WA-2
WA-1
WETLAND NOTE:
1.WETLANDS WERE DELINEATED BY WESTON & SAMPSON AND LOCATED USING GPS EQUIPMENT.
EXISTING
CONDITIONS
PLAN
C2.00
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02664
Project:
NEW DPW FACILITY
SEPTEMBER 13, 2019Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
BMH
JSP
JSP
Seal:
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WESTON & SAMPSON COPYRIGHT 2018
NORTH
CONFORMEDIssued For:
NOTES:
1.BEARINGS REFER TO THE MASSACHUSETTS NAD 83 STATE PLANE
COORDINATE SYSTEM (MAINLAND ZONE).
2.ELEVATIONS REFER TO THE 1988 NORTH AMERICAN VERTICAL DATUM (NAVD 88).
3.REFERENCE IS MADE TO THE FOLLOWING MAPS:
A.“HYANNIS GARDENS”, SCALE 1”=60', DATED JANUARY 1926, RECORDED IN PLAN BOOK 16 PAGE 75 OF
THE BARNSTABLE REGISTRY OF DEEDS.
B.“PLAN OF LAND IN WEST YARMOUTH, MASS. AS SURVEYED FOR THE TOWN OF YARMOUTH”, BY
CHASE, KELLY & SWEETSER, SCALE 1”=50', DATED JULY 28, 1950, RECORDED IN PLAN BOOK 101
PAGE 93 OF THE BARNSTABLE REGISTRY OF DEEDS.
C.LAND COURT PLAN 22377A, DATED MAY 1953, RECORDED IN THE BARNSTABLE REGISTRY OF DEEDS.
D.“PLAN OF LAND IN WEST YARMOUTH MASS. FOR DOROTHY ROSE BRAGINTON-SMITH”, BY CHARLES
N. SAVERY INC., SCALE 1”=100', DATED JUNE 24, 1971, RECORDED IN PLAN BOOK 255 PAGE 75 OF
THE BARNSTABLE REGISTRY OF DEEDS.
E.“PLAN OF LAND BUCK ISLAND ROAD, YARMOUTH BARNSTABLE COUNTY, MASS. PROPERTY LINE
PLAN”, BY YUNITS ENGINEERING CO. INC., SCALE 1”=60', DATED 4-27-73, RECORDED IN PLAN BOOK
272 PAGE 40 OF THE BARNSTABLE REGISTRY OF DEEDS.
F.“LAND COURT PLAN 22377B, DATED SEPTEMBER 1975, RECORDED IN THE BARNSTABLE REGISTRY
OF DEEDS
G.“PLAN OF LAND BUCK ISLAND ROAD YARMOUTH, MASSACHUSETTS”, BY PERKINS ENGINEERING,
INC., SCALE 1”=60', DATED DECEMBER 11, 1978, RECORDED IN PLAN BOOK 335 PAGE 1 OF THE
BARNSTABLE REGISTRY OF DEEDS.
H.“MASTER DEED PLAN BUCK ISLAND VILLAGE CONDOMINIUM PHASE IIA IN YARMOUTH, MA
(BARNSTABLE COUNTY)”, BY BEALS AND THOMAS, INC., SCALE 1”=80', DATED SEPTEMBER 1, 1988,
RECORDED IN PLAN BOOK 453 PAGE 54 OF THE BARNSTABLE REGISTRY OF DEEDS.
I.“PLAN OF LAND (COMBINING PARCELS) IN WEST YARMOUTH FOR THE TOWN OF YARMOUTH”, BY
THE TOWN OF YARMOUTH ENGINEERING DIV., SCALE 1”=100', DATED NOVEMBER 21, 2003,
RECORDED IN PLAN BOOK 593 PAGE 99 OF THE BARNSTABLE REGISTRY OF DEEDS.
J."EXISTING CONDITIONS PLAN, HIGHWAY AND PARK DIVISIONS SITE, AT BUCK ISLAND ROAD IN WEST
YARMOUTH", PREPARED BY RICHARD P. DEMELLO P.E., DATED JANUARY 6, 2006, LAST REVISED MAY
18, 2006.
K."REMOVAL AND INSTALLATION OF UNDERGROUND STORAGE TANKS AT HIGHWAY GARAGE",
PREPARED BY SEA CONSULTANTS INC., ENGINEERS / ARCHITECTS, DATED SEPTEMBER 1993,
PAGES C-1 & E-1.
4.UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED HEREON HAVE BEEN
COMPILED, IN PART, FROM RECORD MAPPING AND OTHER DATA SUPPLIED BY THE RESPECTIVE
UTILITY COMPANIES, GOVERNMENTAL AGENCIES AND/OR OTHER SOURCES. THESE LOCATIONS MUST
BE CONSIDERED APPROXIMATE IN NATURE. ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON
THE SITE, THE EXISTENCE OF WHICH ARE UNKNOWN TO WESTON & SAMPSON. THE EXISTENCE, SIZE
AND LOCATION OF ALL SUCH FEATURES MUST BE DETERMINED AND VERIFIED IN THE FIELD BY THE
APPROPRIATE AUTHORITIES PRIOR TO CONSTRUCTION. CALL BEFORE YOU DIG.
5.THE LIMITS OF FLOOD HAZARD AREAS, BASED UPON NATIONAL FLOOD INSURANCE PROGRAM MAP,
FIRM PANEL 567 OF 875, NUMBER 250001CO567J, DATED JULY 16, 2014.
WA-6
WA-5
WA-4
WA-3
WA-2
WA-1
EROSION AND
SEDIMENTATION
CONTROL PLAN
C3.00
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02664
Project:
NEW DPW FACILITY
SEPTEMBER 13, 2019Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
BMH
JSP
JSP
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:2170117
WESTON & SAMPSON COPYRIGHT 2018
NORTH
CONFORMEDIssued For:
WA-6
WA-5
WA-4
WA-3
WA-2
WA-1
DEMOLITION
PLAN
(PHASE 1)
C4.01
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02664
Project:
NEW DPW FACILITY
SEPTEMBER 13, 2019Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
BMH
JSP
JSP
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:2170117
WESTON & SAMPSON COPYRIGHT 2018
NORTH
CONFORMEDIssued For:
WA-6
WA-5
WA-4
WA-3
WA-2
WA-1
DEMOLITION
PLAN
(PHASE 2)
C4.02
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02664
Project:
NEW DPW FACILITY
SEPTEMBER 13, 2019Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
BMH
JSP
JSP
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:2170117
WESTON & SAMPSON COPYRIGHT 2018
NORTH
CONFORMEDIssued For:
WA-6
WA-5
WA-4
WA-3
WA-2
WA-1
SITE LAYOUT
PLAN
C5.00
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02664
Project:
NEW DPW FACILITY
SEPTEMBER 13, 2019Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
BMH
JSP
JSP
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:2170117
WESTON & SAMPSON COPYRIGHT 2018
NORTH
CONFORMEDIssued For:
UP DTOWN OF YARMOUTH, MA507 BUCK ISLAND ROADYARMOUTH, MA 02664Project:NEW DPW FACILITYSEPTEMBER 13, 2019Date:Drawn By:Reviewed By:Approved By:Drawing Title:Sheet Number:BMHJSPJSPSeal:Revisions:RevDateDescriptionConsultants:W&S Project No:2170117WESTON & SAMPSON COPYRIGHT 2018NORTHCONFORMEDIssued For:BASELINELAYOUTPLANC5.01
WA-6
WA-5
WA-4
WA-3
WA-2
WA-1
GRADING AND
DRAINAGE
PLAN
C6.00
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02664
Project:
NEW DPW FACILITY
SEPTEMBER 13, 2019Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
BMH
JSP
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Rev Date Description
Consultants:
W&S Project No:2170117
WESTON & SAMPSON COPYRIGHT 2018
NORTH
CONFORMEDIssued For:
WA-6
WA-5
WA-4
WA-3
WA-2
WA-1
UTILITY PLAN
C7.00
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02664
Project:
NEW DPW FACILITY
SEPTEMBER 13, 2019Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
BMH
JSP
JSP
Seal:
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Rev Date Description
Consultants:
W&S Project No:2170117
WESTON & SAMPSON COPYRIGHT 2018
NORTH
CONFORMEDIssued For:
SEPTIC SYSTEM PROFILE
SEPTIC PLAN
AND PROFILE
C7.01
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02664
Project:
NEW DPW FACILITY
SEPTEMBER 13, 2019Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
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JSP
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Consultants:
W&S Project No:2170117
WESTON & SAMPSON COPYRIGHT 2018
NORTH
CONFORMEDIssued For:
CIVIL
DETAILS
C9.01
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02664
Project:
NEW DPW FACILITY
SEPTEMBER 13, 2019Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
BMH
JSP
JSP
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:2170117
WESTON & SAMPSON COPYRIGHT 2018
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CONFORMEDIssued For:
CIVIL
DETAILS
C9.02
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02664
Project:
NEW DPW FACILITY
SEPTEMBER 13, 2019Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
BMH
JSP
JSP
Seal:
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Rev Date Description
Consultants:
W&S Project No:2170117
WESTON & SAMPSON COPYRIGHT 2018
NORTH
CONFORMEDIssued For:
CIVIL
DETAILS
C9.03
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02664
Project:
NEW DPW FACILITY
SEPTEMBER 13, 2019Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
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JSP
Seal:
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Rev Date Description
Consultants:
W&S Project No:2170117
WESTON & SAMPSON COPYRIGHT 2018
NORTH
CONFORMEDIssued For:
>
<
SEPTIC SYSTEM
DETAILS
C9.04
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02664
Project:
NEW DPW FACILITY
SEPTEMBER 13, 2019Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
BMH
JSP
JSP
Seal:
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Rev Date Description
Consultants:
W&S Project No:2170117
WESTON & SAMPSON COPYRIGHT 2018
NORTH
CONFORMEDIssued For:
CIVIL
DETAILS
C9.05
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02664
Project:
NEW DPW FACILITY
SEPTEMBER 13, 2019Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
BMH
JSP
JSP
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:2170117
WESTON & SAMPSON COPYRIGHT 2018
NORTH
CONFORMEDIssued For:
CIVIL
DETAILS
C9.06
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02664
Project:
NEW DPW FACILITY
SEPTEMBER 13, 2019Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
BMH
JSP
JSP
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:2170117
WESTON & SAMPSON COPYRIGHT 2018
NORTH
CONFORMEDIssued For:
CIVIL
DETAILS
C9.07
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02664
Project:
NEW DPW FACILITY
SEPTEMBER 13, 2019Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
BMH
JSP
JSP
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:2170117
WESTON & SAMPSON COPYRIGHT 2018
NORTH
CONFORMEDIssued For:
PARKING
HANDICAPPED
VIOLATORS WILL
BE FINED MIN. $150
PERMIT
REQUIRED
PARKING
HANDICAPPED
VIOLATORS WILLBE FINED MIN. $116
PERMIT
REQUIRED
CIVIL
DETAILS
C9.08
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02664
Project:
NEW DPW FACILITY
SEPTEMBER 13, 2019Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
BMH
JSP
JSP
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:2170117
WESTON & SAMPSON COPYRIGHT 2018
NORTH
CONFORMEDIssued For:
GATE FRAME
CIVIL
DETAILS
C9.09
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02664
Project:
NEW DPW FACILITY
SEPTEMBER 13, 2019Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
BMH
JSP
JSP
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:2170117
WESTON & SAMPSON COPYRIGHT 2018
NORTH
CONFORMEDIssued For:
CRITICAL DIMENSION CHART
CLEAR OPENING NOMINAL GATE HEIGHT
POST HEIGHT
FABRIC HEIGHTOVERALL GATE LENGTH
50'-0"E
FB
C
ANOMINAL GATE SIZE
D
G
H
COUNTERBALANCE POST SPACING C/C
COUNTERBALANCE LENGTH
11'-7"
37'-6"
12'-6"
6'-0"
7'-6"
5'-0"
CABLE
CIVIL
DETAILS
C9.10
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02664
Project:
NEW DPW FACILITY
SEPTEMBER 13, 2019Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
BMH
JSP
JSP
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:2170117
WESTON & SAMPSON COPYRIGHT 2018
NORTH
CONFORMEDIssued For:
NOMINAL GATE SIZE
CRITICAL DIMENSION CHART
CLEAR OPENING
OVERALL GATE LENGTH
POST SPACING C/C POST HEIGHT
NOMINAL GATE HEIGHT
11'-7"
37'-6"
25'-0"
E
F
D
7'-6"
6'-0"
B
C
A
NOMINAL GATE SIZE
CRITICAL DIMENSION CHART
CLEAR OPENING
OVERALL GATE LENGTH
POST SPACING C/C POST HEIGHT
NOMINAL GATE HEIGHT
14'-1"
45'-0"
30'-0"
E
F
D
7'-6"
6'-0"
B
C
A
3"
CIVIL
DETAILS
C9.11
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02664
Project:
NEW DPW FACILITY
SEPTEMBER 13, 2019Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
BMH
JSP
JSP
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:2170117
WESTON & SAMPSON COPYRIGHT 2018
NORTH
CONFORMEDIssued For:
NOMINAL GATE SIZE
CRITICAL DIMENSION CHART
CLEAR OPENING
NOMINAL GATE HEIGHT
POST HEIGHT FABRIC HEIGHT
OVERALL GATE LENGTH
E
F
D
B
C
A
7'-6"
6'-0"
20'-0"
5'-0"
9'-7"
MBBBLB112"1"1"4"2"UP
1DNOTES:PLANTINGS TO BE PROVIDED BY CONTRACTOR AND INSTALLED BY THE TOWN.(from ZONING BYLAW)1.Parking lots for twenty (20) or more cars shall contain at least one (1) tree of 3" (three inch) caliperor larger per eight (8) cars, to be located within the parking area in soil plots not less than 5’ wideand allowing not less than forty (40) square feet of unpaved soil area per tree.REQUIRED TREES IN PARKING LOT = 1 PER 8 SPACES40 SPACES/8 = 5 TREESPROVIDED TREES IN PARKING LOT = 82.Parking lots for five (5) or more cars shall be screened from any abutting residential use or districtwhich is abutted or separated from it by only a street. Screening shall be by a minimum four (4)foot wide planting strip maintained with densely planted shrubs not less than five (5) feet in height.Shrubs shall be at least seventy-five percent (75%) evergreens.REQUIRED % EVERGREEN SHRUBS = 75%PROVIDED % EVERGREEN SHRUBS = 76%TOWN OF YARMOUTH, MA507 BUCK ISLAND ROADYARMOUTH, MA 02664Project:NEW DPW FACILITYSEPTEMBER 13, 2019Date:Drawn By:Reviewed By:Approved By:Drawing Title:Sheet Number:BMHJSPJSPSeal:Revisions:RevDateDescriptionConsultants:W&S Project No:2170117WESTON & SAMPSON COPYRIGHT 2018NORTHCONFORMEDIssued For:DPBDPBKSKPLANT SCHEDULEBOTANICAL NAMECOMMON NAMEQTYABRV.SIZETHUJA OCCIDENTALIS 'NIGRA'DARK AMERICAN ARBORVITAE16TO7' HT.TREESSHRUBS & HERBACEOUS PERENNIALSNOTESB&BB&BB&BB&BB&BCORNUS FLORIDAFLOWERING DOGWOODCF3" CAL.TILIA TOMENTOSASILVER LINDENTT3" CAL.PYRUS CALLERYANA 'CHANTICLEER''CHANTICLEER' CALLERY PEARPC3" CAL.ULMUS PARVIFOLIA 'DYNASTY''DYNASTY' LACEBARK ELMUP3" CAL.QUERCUS RUBRARED OAKQR3" CAL.ARONIA MELANOCARPABLACK CHOKEBERRYAMCOMPTONIA PEREGRINASWEET FERNCP#1 CONT.HEMEROCALLIS 'HAPPY RETURNS'DAYLILYSPACE 18" O.C.#1 CONT.ILEX GLABRA 'SHAMROCK'INKBERRYIG#3 CONT.SHRUB PLANTING, TYP.L2.04PINUS RIGIDAPITCH PINE8PR7' HT.B&BJUNIPERUS VIRGINIANA ' HILLSPIRE''HILLSPIRE' RED CEDAR11JV7' HT.B&B, 10' O.C.KOELREUTERIA PANICULATAGOLDEN RAIN TREE11KPB&B123324LANDSCAPEPLANL1.00EXISTING TREE (TYP.)LOAM AND SEED. TYP.L2.01TREE PLANTING, TYP.L2.03,5NATIVE WETLAND MIX. TYP., SEE SPECIFICATIONS.72113018JUNIPERUS PFITZERIANA ' SEA GREEN'SEA GREEN JUNIPERJP15JUNIPERUS CHINENSIS 'FAIRVIEW'UPRIGHT JUNIPERJC#3 CONT.35RHUS AROMATICA 'GRO-LOW'GRO-LOW FRAGRANT SUMACRA#3 CONT.8B&B, CONT., 6' O.C.DIERVILLA LONICERABUSH HONEYSUCKLEDL#3 CONT.17PHYSOCARPUS OBULIFOLIUS 'TINY WINE'TINY WINE NINEBARKPO10HHELAEAGNUS ANGUSTIFOLIARUSSIAN OLIVEEA#3 CONT.23B&B, 6' O.C.B&B, CONT., 5' O.C.B&B, CONT., 6' O.C.B&B, CONT., 4' O.C.B&B, CONT., 12' O.C.B&B, CONT., 5' O.C.B&B, CONT., 6' O.C.B&B, CONT., 6' O.C.B&B, CONT., 4' O.C.#3 CONT.#3 CONT.#2 CONT.TT1STORMWATER MANAGEMENT AREANATIVE WETLAND SEED MIX, SEESPECIFICATIONSLOAM AND SEED, TYP.LOAM AND SEED, TYP.PR1KP4UP1UP1QR1CF5UP1PR1CF1PR1KP3PR2TO12JP6AM4CP18EA4JV5JV6JC14HH120EA4CF3KP2PR1TT1DL4EA4RA8TO6TO4EA2JP3IG9KP1EA3CP3PO4DL8DL5PC1PC1PC1HH10IG9PO6AM33" CAL.FLAGPOLESEE PARTIAL PLAN -ENLARGEMENT, BELOWQR1JC5JC10KP1PR1TT1CF3JP6EA5EA1
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02664
Project:
NEW DPW FACILITY
SEPTEMBER 13, 2019Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
BMH
JSP
JSP
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:2170117
WESTON & SAMPSON COPYRIGHT 2018
NORTH
CONFORMEDIssued For:
KSK
DPB
DPB
LANDSCAPE
DETAILS
L2.00
HYDROMULCH SEED, SEE PLANS
LOAM
COMPACTED SUBGRADE6"MIN.PLAN
TREE ROOT BALL
3/4" FLAT BRAIDED NYLON
CORDING TIED IN FIGURE EIGHT
2"x3" STAKES DRIVE STAKES A MIN. OF 18"
FIRMLY INTO SUBGRADE PRIOR TO
BACKFILLING; PROVIDE TWO STAKES PER
TREE, EQ. SPACED UNLESS ON SLOPE - THEN
STAKE ON UPHILL SIDE OF TREE.
2"x3" STAKES (3 PER TREE
REQUIRED)
TEMPORARY MOUNDED SOIL SAUCER, TYP.
TRUNK FLARE JUNCTION - PLANT 1-2" ABOVE
FIN. GRADE
GUYING: 3/4" WIDE FLAT BRAIDED NYLON OR
APPROVED ARBOR TIES CORDING TIED IN
FIGURE EIGHT, SECURED AT 1/3 TREE HT.
ABOVE FINISH GRADE. TIES SHALL BE SET
LOOSE.
DECIDUOUS TREE,
SEE PLANS
COMPACTED SUBGRADE, PLANT TREE
DIRECTLY ON SUITABLE WELL-DRAINED, EXIST.
SUBGRADE - IF CONDITIONS ARE UNSUITABLE,
NOTIFY OWNERS REPRESENTATIVE &
SUSPEND PLANTING UNTIL RESOLVED
PREPARED PLANTING MIX - WATER
THOROUGHLY & TAMP LIGHTLY DURING
BACKFILLING TO REMOVE AIR POCKETS
UNTIE & FOLD BACK BURLAP &
FASTENINGS TO 2/3 BALL HEIGHT.
CUT & REMOVE WIRE BASKETS
COMPLETELY FROM SIDES.
45°3" DEPTH HARDWOOD BARK MULCH, KEEP 3"
AWAY FROM CROWN/ROOT FLARE
3 X DIA. OF ROOTBALL
UNLESS OTHERWISE
SPECIFIED
SET ROOTBALL ON TOP OF
UNDISTURBED SOIL PEDESTAL.
SEE PLANS
6"
MIN.
SHRUB
3" DEPTH HARDWOOD BARK MULCH
(KEEP 3" AWAY FROM CROWN/ROOT
FLARE)
PREPARED PLANTING SOIL MIX
SHRUB ROOT BALL, TYP.
COMPACTED SUBGRADE
TEMPORARY MOUNDED
SOIL SAUCER, TYP.
SET ROOTBALL ON TOP OF
UNDISTURBED SOIL PEDESTAL (TYP.)
SECTIONBPLAN
A
ANOTES:
1. ALL HERBACEOUS PERENNIAL TO BE PLANTED IN TRIANGULAR PATTERN. SEE
PLANT SCHEDULE FOR SPACING.
2. JUTE EROSION CONTROL MAT TO BE USED ON ALL SLOPES 3:1 OR GREATER.ACOMPACTED SUBGRADE
PREPARED PLANTING SOIL MIX
3" DEPTH BARK MULCH, INSTALLED BEFORE PLANTING
FINISHED GRADE
HERBACEOUS PERENNIAL
PLANTS, SEE PLANS
HERBACEOUS PERENNIAL SPACING TABLE
PLANT
SPACING "A"
PLANT
SPACING "B"PLANTS AREA UNIT
6" O.C.5.2"4.61 1 SQ. FT.
8" O.C.6.93"2.6 1 SQ. FT.
10" O.C.8.66"1.66 1 SQ. FT.
12" O.C.10.4"1.15 1 SQ. FT.
LOAM AND SEED, TYP.
SCALE: N.T.S.1
DECIDUOUS TREE PLANTING, TYP.
SCALE: N.T.S.3
SHRUB PLANTING, TYP.
SCALE: N.T.S.4
HERBACEOUS PERENNIAL PLANTING, TYP.
SCALE: N.T.S.2
EVERGREEN TREE PLANTING, TYP.
SCALE: N.T.S.5
3 X DIA. OF ROOTBALL
UNLESS OTHERWISE SPECIFIED
NOTES:
1. IF ROOTBALL IS PACKAGED IN "PLASTIC BURLAP" OR TREATED
BURLAP, REMOVE BURLAP COMPLETELY.
2. WATER THOROUGHLY AFTER INSTALLATION AT RATE OF 3-5
GALLONS/INCH CALIPER.DEPTH OFROOTBALL ROOTBALL
VARIES
DO NOT CUT OR DAMAGE
LEADER, THE CENTRAL TREE
ELADER IS CHARACTERIZED BY
ONE MAIN, UPRIGHT TRUNK
3" DEPTH HARDWOOD BARK
MULCH. KEEP 3" AWAY FROM
TRUNK
FORM 4" HIGH TOPSOIL
SAUCER
TRUNK FLARE
REMOVE TOP 12-IN. TO 16-IN. OF
ALL VISIBLE ROPE AND BURLAP
BEFORE BACKFILLING. CUT AND
REMOVE WIRE BASKETS
COMPLETELY FROM SIDES
SET LEADER PLUMB
CROWN OF BALL TO BE ABOVE
FINISHED GRADE, TRUNK FLARE
SHALL BE READILY VISIBLE
UNDISTURBED SUBGRADE OR
COMPACTED FILL
BACKFILL IN 9" LIFTS
WITH TOPSOIL
SET ROOTBALL ON TOP OF
UNDISTURBED SOIL
PEDESTAL
FLAGPOLE DETAIL
SCALE: N.T.S.6
UP
1D 0606060303080606060606080610101010101006060606060606080803LBLBLBLBLBLBLBLBKKMMMM03MKK8888515151010101010101010101010101010101515151515151515151MMMMMMMMMMMMMMMMMMMKKKKKKKBBTKK03030303MBBBLBLBLBLBLBLBLB0306101010101010101010101010101010060606MMMMMMMMMMMMMMMMMMKKKKBBPOCCRSBF1"1"1"2"1"112"1"2"1"1"1"112"112"112"1"1"1"112"2"2"1"112"112"2"1"112"1"1"112"1"4"112"1"1"4"2"112"1"1"112"1"1"1"1"112"2"4"4"1"1"1"112"112"112"1"112"112"1"1"1"112"1"4"118.01"244.6112"339.5112"421.91"527.4112"630.2112"74.321"818.81"936.2112"1035.0112"1127.21"1213.61"1322.81"IRRIGATIONPLANL3.00TOWN OF YARMOUTH, MA507 BUCK ISLAND ROADYARMOUTH, MA 02664Project:NEW DPW FACILITYSEPTEMBER 13, 2019Date:Drawn By:Reviewed By:Approved By:Drawing Title:Sheet Number:BMHJSPJSPSeal:Revisions:RevDateDescriptionConsultants:W&S Project No:2170117WESTON & SAMPSON COPYRIGHT 2018NORTHCONFORMEDIssued For:DPBDPBJWGIRRIGATION NOTES SYMBOL MANUFACTURER/MODEL QTY Hunter PROS-04 adjustable arc 31 Hunter MP Corner PROS-04-PRS40-CV 1 Hunter MP Strip PROS-04-PRS40-CV 3 Hunter MP1000 PROS-04-PRS40-CV 43 Hunter MP2000 PROS-04-PRS40-CV 17 Hunter MP3000 PROS-04-PRS40-CV 7 Hunter MP3500 PROS-04-PRS40-CV 15 Hunter MP800SR PROS-04-PRS40-CV 23 SYMBOL MANUFACTURER/MODEL QTY Hunter PGP-ADJ 9 Hunter PGP-ADJ 20 Hunter PGP-ADJ 4 Hunter PGP-ADJ 21 SYMBOL MANUFACTURER/MODEL QTY Hunter PCZ-101-40 1" 1 SYMBOL MANUFACTURER/MODEL QTY Hunter PGV-100G 1" 6 Hunter PGV-151 Globe 1-1/2" 6 Hunter HQ-44RC 1" 3 Nibco T-113 1 Zurn 975XL 1-1/2" 1 Rain Bird ESP8LXMEF with (02) ESPLXMSM4 1 Rain Bird WR2-RC 1 Point of Connection 2" 1 Irrigation Lateral Line: PVC Class 200 SDR 21 1" 4,748 l.f. Irrigation Lateral Line: PVC Class 200 SDR 21 1 1/2" 544.3 l.f. Irrigation Lateral Line: PVC Class 200 SDR 21 2" 39.5 l.f. Irrigation Mainline: PVC Class 200 SDR 21 1 1/2" 201.4 l.f. Irrigation Mainline: PVC Class 200 SDR 21 2" 702.1 l.f. Pipe Sleeve: PVC Schedule 40 2" 97.7 l.f. Pipe Sleeve: PVC Schedule 40 4" 172.4 l.f.46801215171TLSTRSTSSTMLOKGRBYALBADJ.36003060810BFCRSPOCValve NumberValve FlowValve SizeValve Callout###"IRRIGATIONBS&+E'8/E
IRRIGATION
DETAILS
L4.00
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02664
Project:
NEW DPW FACILITY
SEPTEMBER 13, 2019Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
BMH
JSP
JSP
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:2170117
WESTON & SAMPSON COPYRIGHT 2018
NORTH
CONFORMEDIssued For:
JWG
DPB
DPB
WR2WIRELESS SENSOR
LEGEND
LEGEND
LEGEND LEGEND
Rain Bird WR2 Sensor Location
NOT TO SCALE1 Rain Bird ESP-LXME Controller
NOT TO SCALE2 Hunter Pros-04-CV Spray with Swing Pipe
NOT TO SCALE3 Hunter Pros-04 Spray with Swing Pipe
NOT TO SCALE4
Hunter PGP-ADJ Rotor with Swing Pipe
NOT TO SCALE5 Hunter 44RC Quick Coupling Valve on PVC Swing Joint
NOT TO SCALE6 Hunter PCZ-101-LF Drip zone Control Kit
NOT TO SCALE7 Hunter PGV-100G Eletric Valve
NOT TO SCALE8
THRUST BLOCK FOR MAIN LINE DETAIL
NOT TO SCALE10SLEEVE SCHEDULE
NOT TO SCALE9
8.0 -MASONRY CONSTRUCTION
8.01 CLAY (BRICK) AND CONCRETE MASONRY (CMU) CONSTRUCTION SHALL CONFORM TO 'BUILDING CODE REQUIREMENTS FOR MASONRY
STRUCTURES' (ACI 530-99/ASCE 5-99/TMS402-99), AND TO 'SPECIFICATIONS FOR MASONRY STRUCTURES' (ACI 530, 1-99/ASCE 6-99/TMS
602-99).
8.02 MATERIALS STRENGTH SHALL BE AS FOLLOWS:
(A)CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C-90 OF C-145 GRADE N-1.
(B)MORTAR SHALL CONFORM TO ASTM C-270, TYPE M OR S.
(C)GROUT SHALL CONFORM TO ASTM C-476 FINE OR COARSE.
8.03 MASONRY SHALL HAVE f'm = 1,500 PSI, f'm IS THE COMPRESSIVE STRENGTH OF THE MASONRY AT 28 DAYS AS DETERMINED BY PRISM
TESTS, (SEE SPECIFICATIONS SECTION 04200)
8.04 PRIOR TO GROUTING CELLS, BARS AND CELLS MUST BE INSPECTED BY THE TESTING AGENCY.
8.05 THE DESIGN OF REINFORCED MASONRY CONSTRUCTIONS IS BASED ON ALLOWABLE STRESSES PREDICATED ON 'WITH INSPECTION'
PROVISIONS, REQUIRING THAT QUALIFIED MASONRY INSPECTION TAKE PLACE ON A CONTINUOUS BASIS WHENEVER MASONRY IS
BEING PLACED.
8.06 REINFORCED MASONRY WALLS SHALL HAVE BOND BEAMS AT THE TOP OF EACH WALL AND SHALL BE CONTINUOUS WITH ALL
INTERSECTING BOND BEAMS.
8.07 BONDING METHODS, TIES, LINTELS AND ACCESSORIES SHALL BE APPROVED BY THE ARCHITECT. ANCHORS SHALL ONLY BE
INSTALLED IN FULLY GROUTED CELLS OF CONCRETE MASONRY.
8.08 MASONRY OPENINGS FOR UTILITIES ARE TO BE CLOSED UP WITH NEW MASONRY WORK AROUND THE UTILITY AND PROPERLY
FIRESTOPPED WITH MATERIAL SPECIFIED BY ARCHITECT'S DRAWINGS AND SPECIFICATIONS.
8.09 PROVIDE 1-#5 VERTICAL REINFORCING AT 32”OC AT ALL MASONRY WALLS UNLESS NOTED OTHERWISE. THIS REINFORCING SHALL BE
CONTINUOUS FULL HEIGHT AND SPLICED 2'-0”ABOVE EACH FLOOR LEVEL.
8.10 PROVIDE W1.7 (9 GAUGE) LADDER TYPE WIRE JOINT REINFORCING AT 16 INCHES VERTICAL SPACING UNLESS NOTED OTHERWISE.
8.11 MASONRY BLOCK CELLS CONTAINING VERTICAL REINFORCING SHALL BE GROUTED SOLID. FILLING CELLS WITH MORTAR IS
UNACCEPTABLE. THE COMPRESSIVE STRENGTH OF GROUT AT THE END OF 28 DAYS SHALL BE 3,000 PSI MINIMUM.
8.12 PROVIDE 2-#5 CONTINUOUS HORIZONTAL BARS IN THE TOP COURSE OF WALLS (BOND BEAM) AND AT 4' -0" O.C. VERT.
7.0 -POST INSTALLED CONCRETE ANCHORS AND REINFORCING DOWELS
7.01 ADHESIVE ANCHORS AND REINFORCING DOWELS SHALL BE HILTI HIT-HY-200 ADHESIVE ANCHORING SYSTEM OR APPROVED EQUAL.
7.02 EXPANSION ANCHORS SHALL BE HILTI KWIK BOLT TZ EXPANSION ANCHORS OR APPROVED EQUAL.
7.03 INSTALL ANCHORS IN STRICT CONFORMANCE WITH THE MANUFACTURER'S REQUIREMENTS.
7.04 HOLES SHALL BE THOROUGHLY CLEANED AND DRY PRIOR TO INSTALLING ANCHORS.
7.05 DO NOT DAMAGE EXISTING REINFORCING. LOCATE REINFORCING WITH PROFOMETER OR OTHER MEANS PRIOR TO DRILLING
CONCRETE.
7.06 ANCHORS INSTALLED OVERHEAD SHALL BE PROOF TESTED BY THE MANUFACTURER'S FIELD ENGINEER OR OTHER APPROVED
AGENCY. PROOF TEST A MINIMUM OF 25% OF THE ANCHORS OR (2) TOTAL, WHICHEVER IS GREATER.
1.0 -GENERAL
1.01 THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ALL OTHER CONTRACT DRAWINGS AND SPECIFICATIONS.
REFER TO CIVIL, ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR LOCATION, DIMENSIONS, AND DETAILS
OF OPENINGS, SLEEVES, EMBEDMENTS, INSERTS, PADS, CURBS, DEPRESSIONS, ANCHOR BOLTS, AND OTHER PROJECT
REQUIREMENTS NOT SHOWN ON STRUCTURAL DRAWINGS.
1.02 THE CONTRACTOR IS RESPONSIBLE FOR CHECKING, COORDINATING AND VERIFYING ALL DIMENSIONS IN THE FIELD PRIOR TO
COMMENCING WORK. THE CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCY TO THE ARCHITECT AND ENGINEER AS A
REQUEST FOR INFORMATION (RFI) BEFORE PROCEEDING WITH WORK.
1.03 THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING IN THE FIELD THE EXISTENCE AND LOCATION OF OVERHEAD, BURIED AND/OR
EMBEDDED UTILITIES, AND DETERMINING LOCATIONS OF ALL EMBEDDED MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS
AFFECTED BY THE WORK OF THIS CONTRACT.
1.04 ALL WORK IS TO CONFORM WITH THE FOLLOWING CODES AND STANDARDS:
(A)"780 CMR: MASSACHUSETTS AMENDMENTS MASSACHUSETTS STATE BUILDING CODE" -9TH EDITION (MSBC)
(B)INTERNATIONAL BUILDING CODE, (IBC 2015)
(C)"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" -AMERICAN CONCRETE INSTITUTE (ACI 318)
(D)"MANUAL OF STEEL CONSTRUCTION" -AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC 360)
(E)"STRUCTURAL WELDING CODE -STEEL" -AMERICAN WELDING SOCIETY (AWS D1.1)
(F)"SEISMIC PROVISION FOR STRUCTURAL STEEL BUILDINGS" -AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)
(G)"MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" -AMERICAN SOCIETY OF CIVIL ENGINEERS, (ASCE 7-10)
FOR ADDITIONAL CODES AND STANDARDS REFER TO SPECIFICATIONS.
1.05 THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER OF UNFORSEEN CONDITIONS THAT MAY BE UNCOVERED DURING
DEMOLITION AND CONSTRUCTION AS A REQUEST FOR INFORMATION (RFI) BEFORE PROCEEDING WITH WORK.
1.06 PERMANENT STRUCTURAL ELEMENTS TO BE DESIGNED IN ACCORDANCE WITH PERFORMANCE SPECIFICATIONS INCLUDE, BUT ARE
NOT LIMITED TO, THE FOLLOWING:
(A)PRE-ENGINEERED METAL BUILDING
(B)MISC. ARCH COMPONENT SEISMIC SUPPORTS
(C)MISC. MECHANICAL AND ELECTRICAL COMPONENT AND SYSTEM SEISMIC SUPPORTS
(D)LIGHT GAUGE COLD FORMED STEEL FRAMING
FOR PERFORMANCE DESIGN REQUIREMENTS OF ELEMENTS LISTED ABOVE, REFER TO ADDITIONAL NOTES ON THESE SHEETS AND IN
THE TECHNICAL SPECIFICATIONS. ALL DESIGN SUBMITTAL DRAWINGS AND CALCULATIONS SHALL BE CERTIFIED, SIGNED AND SEALED
BY A PROFESSIONAL STRUCTURAL ENGINEER REGISTERED IN THE STATE OF MASSACHUSETTS.
1.07 STRUCTURAL REQUIREMENTS TO ACCOMMODATE FIXED EQUIPMENT, INCLUDING BUT NOT LIMITED TO ROOF TOP UNITS ARE
INCIDENTAL TO THE REQUIREMENTS OF A SPECIFIC EQUIPMENT MANUFACTURER. ALL WORK SHALL CONFORM TO APPROVED
EQUIPMENT MANUFACTURER'S SHOP DRAWINGS AND INSTALLATION INSTRUCTIONS. THE CONTRACTOR SHALL SUBMIT TO THE
ENGINEER FOR APPROVAL ANY REQUIRED MODIFICATIONS TO ACCOMMODATE APPROVED EQUIPMENT DRAWINGS. SUCH
MODIFICATIONS SHALL BE MADE AT NO COST TO THE OWNER.
1.08 DETAILS AND NOTES SHOWN ON STRUCTURAL DRAWINGS SHALL BE APPLICABLE TO ALL PARTS OF THE STRUCTURAL WORK EXCEPT
WHERE SPECIFICALLY REQUIRED OTHERWISE BY CONTRACT DOCUMENTS. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE SIMILAR
TO THOSE SHOWN FOR LIKE CONDITIONS AS DETERMINED BY THE ENGINEER.
1.09 IN ACCORDANCE WITH SPECIFICATION SECTION 01 45 00, TESTING AND INSPECTION OF STRUCTURAL WORK SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR. THE COSTS FOR TESTING AND INSPECTIONS WILL BE PAID BY THE OWNER. PROVIDE
TEST RESULTS TO THE ENGINEER IN A TIMELY MANNER.
1.10 THE CONTRACTOR SHALL DESIGN AND PROVIDE ALL REQUIRED SHORING AND TEMPORARY BRACING TO RESIST FORCES ON THE
STRUCTURE THROUGHOUT THE CONSTRUCTION PERIOD.
2.0 -CAST IN PLACE CONCRETE
2.01 CONCRETE WORK SHALL CONFORM TO "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318) AND
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301).
2.02 CONCRETE SHALL BE CONTROLLED CONCRETE, PROPORTIONED, MIXED AND PLACED IN THE PRESENCE OF A REPRESENTATIVE OF AN
APPROVED TESTING AGENCY.
2.03 UNLESS NOTED OTHERWISE, CONCRETE SHALL BE NORMAL WEIGHT AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH AS
FOLLOWS:
(A)FOUNDATIONS: 4000 PSI
(B)INTERIOR SLABS-ON-GRADE, KNEEWALLS, CURBS, EQUIPMENT PADS: 4500 PSI
(C) SUSPENDED SLABS: 3000 PSI
(D) EXTERIOR SLABS AND EQUIPMENT PADS: 5000 PSI
2.04 ALL PERMANENTLY EXPOSED VERTICAL AND HORIZONTAL CONCRETE SURFACES SHALL BE TREATED OR SEALED IN ACCORDANCE
WITH PROJECT SPECIFICATIONS.
2.05 CONCRETE WORK SHALL BE COORDINATED WITH ALL METAL BUILDINGS, ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL
WORK, AND ALL EQUIPMENT. THE CONTRACTOR SHALL VERIFY INSTALLATION AND LOCATIONS OF ALL EMBEDDED ITEMS INCLUDING
BUT NOT LIMITED TO INSERTS, ANCHOR BOLTS, DOWELS, BLOCKOUTS, SLEEVES, EMBEDDED PIPING, AND EMBEDDED CONDUIT PRIOR
TO CONCRETE PLACEMENT.
2.06 SEALANT FOR CONTROL/CONTRACTION JOINTS AND SAW CUT JOINTS SHALL BE SIKADUR 51 MANUFACTURED BY SIKA OR AN
APPROVED EQUAL.
2.07 CONCRETE EXPOSED TO WEATHER (FREEZE-THAW CONDITIONS) IN THE FINISHED PROJECT SHALL BE AIR ENTRAINED PER
SPECIFICATIONS REQUIREMENTS.
2.08 A MINIMUM OF 72 HOURS SHALL ELAPSE BETWEEN ADJACENT CONCRETE PLACEMENTS.
2.09 CONCRETE SLABS SHALL BE PLACED SO THAT THE SLAB THICKNESS IS AT NO POINT LESS THAN THAT INDICATED ON THE DRAWINGS.
2.10 PROVIDE A 3/4" CHAMFER ON ALL VERTICAL AND HORIZONTAL CORNERS EXPOSED TO VIEW UNLESS NOTED OTHERWISE.
2.11 ALL CONCRETE SHALL BE WATER CURED UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER.
2.12 NON-SHRINK, NON-METALLIC, GROUT SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 7,500 PSI (ASTM C942) AND A
MINIMUM BOND STRENGTH OF 2,000 PSI AT 28-DAYS (ASTM C882). GROUT MAY BE EXTENDED WITH COARSE AGGREGATE PER THE
MANUFACTURER'S RECOMMENDATIONS.
3.0 -CAST IN PLACE CONCRETE REINFORCEMENT
3.01 REINFORCEMENT DETAILING, FABRICATION, AND ERECTION SHALL CONFORM TO "ACI DETAILING MANUAL" -SP-66, "CRSI MANUAL OF
STANDARD PRACTICE".
3.02 STEEL REINFORCEMENT, UNLESS NOTED OTHERWISE, SHALL CONFORM TO THE FOLLOWING:
(A)BARS, TIES, AND STIRRUPS ASTM A615 GRADE 60
(B)WELDED WIRE FABRIC ASTM A185, FLAT SHEETS
3.03 REINFORCING STEEL SHALL BE UNCOATED AND DEFORMED.
3.04 MINIMUM CONCRETE PROTECTIVE COVERING FOR REINFORCEMENT, UNLESS REQUIRED FOR FIRE PROTECTION OR NOTED
OTHERWISE, SHALL BE AS FOLLOWS:
(A)CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH:____3"
(B)CONCRETE EXPOSED TO EARTH OR WEATHER:
(1)NO. 6 THRU NO. 18 BARS____2"
(2)NO. 5 BAR, W31 OR D31 WIRE AND SMALLER____2"
(C)SURFACES NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
(1)SLABS, WALLS, JOISTS:
(a)NO. 14 AND NO 18 BARS____2"
(b)NO. 11 BARS AND SMALLER____2"
(2)BEAMS, COLUMNS:
(a)PRIMARY REINFORCEMENT____2-1/2"
(b)TIES, STIRRUPS, SPIRALS____2"
3.05 REINFORCING STEEL SHALL BE CONTINUOUS THROUGH ALL CONSTRUCTION JOINTS, CORNERS, AND INTERSECTIONS UNLESS
OTHERWISE NOTED. REINFORCING SHALL BE LAPPED AT NECESSARY SPLICES OR HOOKED AT DISCONTINUOUS ENDS, UNLESS
OTHERWISE NOTED.
3.06 FOR REINFORCING STEEL SPLICE LAP LENGTHS REFER TO THE TABLE PROVIDED UNLESS OTHERWISE INDICATED.
3.07 MECHANICAL SPLICES SHALL BE PERMITTED SUBJECT TO APPROVAL BY THE ENGINEER. MECHANICAL SPLICES SHALL DEVELOP AT
LEAST 125 PERCENT OF THE SPECIFIED YIELD STRENGTH OF THE BAR. NO WELDED CONNECTIONS ARE PERMITTED.
3.08 WELDED WIRE FABRIC SHALL BE LAPPED (1) SQUARE PLUS (2) INCHES WHERE REQUIRED AND SHALL BE WIRED TOGETHER AT ALL
LAPS. WWF SHALL BE SUPPORTED BY CHAIRS AND/OR CARRYING BARS PRIOR TO CONCRETE PLACEMENT.
3.09 REINFORCEMENT SHALL NOT BE TACK WELDED.
3.10 NOTIFY THE TESTING LAB AND ENGINEER A MINIMUM OF 48 HOURS PRIOR TO SCHEDULED CONCRETE PLACEMENT IN ORDER TO
ACCOMMODATE INSPECTION OF REINFORCEMENT AND CONCRETE TESTING. NO CONCRETE SHALL BE PLACED WITHIN 48 HOURS OF
SUCH NOTIFICATION.
4.0 -STRUCTURAL STEEL
4.01 STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL CONFORM TO THE AISC "MANUAL OF STEEL CONSTRUCTION",
STEEL BUILDING AND BRIDGES" (AISC MARCH 18, 2005).
4.02 STRUCTURAL STEEL SHALL BE NEW STEEL CONFORMING TO THE FOLLOWING:
(A)WIDE FLANGE SHAPES:_____ASTM A992
(B)OTHER STEEL SHAPES, PLATES AND BARS:_____ASTM A572 OR ASTM A36.
(C)STRUCTURAL TUBING:_____ASTM A500 GR B.
4.03 ALL WELDED CONNECTIONS SHALL BE MADE BY APPROVED CERTIFIED WELDERS AND SHALL CONFORM TO A.W.S. SPECIFICATIONS
AMENDED TO DATE. ELECTRODES SHALL BE E70XX.
4.04 BOLTS SHALL CONFORM TO ASTM A325 AND BE INSTALLED SNUG-TIGHT UNLESS NOTED OTHERWISE
4.05 STRUCTURAL STEEL FRAMING SHALL BE WITHIN TOLERANCE BEFORE CONNECTIONS ARE FINALLY BOLTED OR WELDED.
4.06 FIELD CUTTING OF STRUCTURAL STEEL OR ANY FIELD MODIFICATIONS OF STRUCTURAL STEEL SHALL NOT BE MADE WITHOUT
PRIOR WRITTEN APPROVAL BY THE ENGINEER FOR EACH SPECIFIC USE.
4.07 STRUCTURAL STEEL SHAPES AND PLATES EXPOSED TO WEATHER AND AT CANOPIES SHALL BE HOT-DIPPED GALVANIZED (HDG) PER
ASTM A123 U.N.O. FASTENERS SHALL BE HOT-DIPPED GALVANIZED PER ASTM A153 U.N.O. HOT-DIPPED GALVANIZING SHALL ALSO
CONFORM TO ASTM A385. THE GALVANIZER SHALL SUBMIT A CERTIFICATE OF CONFORMANCE FOR RECORD.
4.08 PROVIDE FIELD TOUCH-UP AND REPAIR OF GALVANIZING AS REQUIRED PER ASTM A780 USING AN INORGANIC ZINC-RICH PRIMER.
4.09 WHEN DISSIMILAR METALS ARE IN CONTACT (E.G. STAINLESS STEEL IN CONTACT WITH GALVANIZED STEEL), COAT SURFACE WITH
EPOXY OR PROVIDE OTHER APPROVED MEANS TO PROVIDE A BARRIER.
4.10 WELDS SHALL BE 1/4" FILLET WELDS MINIMUM UNLESS NOTED OTHERWISE ON THE DRAWINGS.
4.11 PROVIDE TEMPORARY ERECTION BRACING AND SUPPORTS TO HOLD STRUCTURAL STEEL FRAMING SECURELY IN POSITION. SUCH
TEMPORARY BRACING AND SUPPORTS SHALL NOT BE REMOVED UNTIL PERMANENT BRACING HAS BEEN INSTALLED.
4.12 SUBMIT SHOP DRAWINGS AND PRODUCT DATA FOR APPROVAL PRIOR TO FABRICATION.
3.11 WHERE REINFORCEMENT IS NOT SHOWN ON DRAWINGS, PROVIDE REINFORCEMENT IN ACCORDANCE WITH APPLICABLE DETAILS AS
DETERMINED BY THE ARCHITECT AND ENGINEER. IN NO CASE SHALL REINFORCEMENT BE LESS THAN THE MINIMUM REINFORCEMENT
PERMITTED BY THE CODES, NOR LESS THAN THE FOLLOWING:
(E)CONCRETE WALLS: .0025 x GROSS CONCRETE AREA IN EACH DIRECTION
3.12 WHERE REINFORCEMENT IS REQUIRED IN SECTION, REINFORCEMENT IS CONSIDERED TYPICAL WHEREVER THE SECTIONS APPLIES.
3.13 WHERE THERE IS CONFLICT BETWEEN LOCATIONS OF COLUMN VERTICAL BARS AND BEAM HORIZONTAL BARS, THE COLUMN BARS
SHALL REMAIN IN THEIR DESIGNATED POSITIONS AND BEAM BAR LOCATIONS SHALL BE ADJUSTED.
3.14 DOWELS SHALL MATCH BAR SIZE, NUMBER AND SPACING, UNLESS NOTED OTHERWISE.
5.0 -PRE-ENGINEERED METAL BUILDING
5.01 THE PRE-ENGINEERED METAL BUILDING STRUCTURAL SYSTEMS SHALL INCLUDE, BUT NOT BE LIMITED TO, ALL PRIMARY, SECONDARY,
AND SUPPLEMENTAL FRAMING.
5.02 FOR FRAMED OPENINGS AND OTHER INFORMATION NOT SHOWN ON STRUCTURAL DRAWINGS, REFER TO ARCHITECTURAL,
EQUIPMENT, PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS.
5.03 FOR ROOF-SUSPENDED AND WALL HUNG HVAC UNITS AND OTHER SUSPENDED MECHANICAL EQUIPMENT, REFER TO MECHANICAL AND
EQUIPMENT DRAWINGS.
5.04 THE METAL BUILDING SYSTEMS SHALL INCLUDE ROOF CURBS, SUPPLEMENTAL FRAMING AND/OR SPECIAL PURLIN AND GIRT DESIGNS
TO ACCOMMODATE LOCATIONS, DETAILS, AND CONCENTRATED DEAD LOADS OF ALL ROOF-TOP, ROOF-SUSPENDED, LIGHTING AND
WALL HUNG EQUIPMENT AND SYSTEMS. THE CONTRACTOR SHALL COORDINATE ALL EQUIPMENT LOCATIONS, ATTACHMENT
REQUIREMENTS, AND ACTUAL WEIGHTS WITH THE METAL BUILDING MANUFACTURER. THE CONTRACTOR (OR THE INSTALLING
SUBCONTRACTOR) SHALL PROVIDE ALL HANGERS AND SUPPORTS FOR EQUIPMENT AND SYSTEMS INSTALLATION. HANGERS AND
SUPPORTS SHALL COMPLY WITH THE PRE-ENGINEERED METAL BUILDING MANUFACTURERS RECOMMENDATIONS AND SUGGESTED
DETAILS. IF THE ROOF PURLINS CANNOT SUPPORT THE WEIGHT OF THE BUILDING SYSTEMS AND EQUIPMENT SHOWN IN THESE
CONTRACT DOCUMENTS, THEN THE METAL BUILDING MANUFACTURER SHALL PROVIDE SUPPLEMENTAL FRAMING TO SUPPORT THE
REQUIRED BUILDING SYSTEMS AND EQUIPMENT LOADS AT NO ADDITIONAL COST TO THE OWNER.
5.05 THE PRE-ENGINEERED METAL BUILDING SHALL BE ERECTED IN STRICT CONFORMANCE WITH THE MANUFACTURER'S ERECTION
DRAWINGS AND INSTALLATION INSTRUCTIONS .
5.06 THE PRE-ENGINEERED METAL BUILDING MANUFACTURER, PRIOR TO SUBMITTING FOUNDATION REINFORCING SHOP DRAWINGS, SHALL
SUBMIT ANCHOR BOLT PLANS, COLUMN BASE PLATE DETAILS, AND FOUNDATION REACTIONS TO THE ENGINEER FOR APPROVAL.
FOUNDATIONS FOR THE PRE-ENGINEERED METAL BUILDING SHALL NOT BE CONSTRUCTED UNTIL THE ANCHOR BOLT PLANS, COLUMN
BASE PLATE DETAILS, AND FOUNDATION REACTIONS SHOP DRAWINGS HAVE BEEN APPROVED BY THE ENGINEER.
5.07 THE CONTRACTOR SHALL FURNISH ALL ANCHOR BOLTS FOR THE PRE-ENGINEERED METAL BUILDING. THE ANCHOR BOLT LAYOUT,
QUANTITY, SIZE, AND PROJECTION SHALL BE IN ACCORDANCE WITH THE PRE-ENGINEERED METAL BUILDING MANUFACTURER'S
APPROVED ANCHOR BOLT PLANS. THE ANCHOR BOLT DETAILS AND EMBEDMENT LENGTH SHALL BE IN ACCORDANCE WITH THE
STRUCTURAL DRAWINGS.
5.08 ALL WORK SHALL CONFORM WITH THE APPROVED SHOP DRAWINGS. NO MODIFICATIONS TO THE PRE-ENGINEERED METAL BUILDING
SHALL BE MADE WITHOUT AUTHORIZATION BY THE PRE-ENGINEERED METAL BUILDING MANUFACTURER AND APPROVAL OF THE
ARCHITECT AND ENGINEER.
5.09 THE PRE-ENGINEERED METAL BUILDING FOUNDATIONS HAVE BEEN DESIGNED AND DETAILED TO ACCOMMODATE THE TYPICAL
REQUIREMENTS OF A PRE-ENGINEERED METAL BUILDING. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ANY
REQUIRED MODIFICATIONS TO ACCOMMODATE ANY SPECIFIC REQUIREMENTS OF THE APPROVED PRE-ENGINEERED METAL BUILDING
MANUFACTURER. THE COSTS OF SUCH MODIFICATION SHALL BE BORNE BY THE CONTRACTOR.
5.10 ALL PRIMARY, SECONDARY, AND SUPPLEMENTAL FRAMING EXPOSED TO THE WEATHER OR CORROSIVE CONDITIONS (WITHIN LIMITS
OF THE WASH BAY AND CANOPIES REGARDLESS OF EXPOSURE) SHALL BE HOT-DIPPED GALVANIZED (HDG). THIS INCLUDES BUT IS
NOT LIMITED TO SECONDARY FRAMING FOR OVERHEAD DOORS, PERSONNEL DOORS, WINDOWS, AND TRANSLUCENT PANELS AND ALL
FASTENERS. ALL OTHER STEEL FRAMING SHALL BE SHOP PRIMED GRAY.
5.11 PROTECT PRE-ENGINEERED METAL BUILDING COMPONENTS FROM WEATHER. REPAIR DAMAGED COATINGS AND AREAS OF RUST.
5.12 METAL BUILDING DESIGN DRIFT LIMITS FOR FRAMING SUPPORTING MEZZANINES SHALL BE LIMITED TO H/200 FOR A 10 YEAR WIND.
5.13 BUILDING DEFLECTION LIMITS SHALL CONFORM TO THE REQUIREMENTS LISTED IN THE NINTH EDITION OF THE MASSACHUSETTS
STATE BUILDING CODE, AND THE TABLE ON THIS SHEET, WHICHEVER IS MORE STRINGENT.
6.0 -FOUNDATIONS
6.01 THE SUBSURFACE CONDITIONS DESCRIBED IN THE DRAWINGS, SPECIFICATIONS, TEST BORINGS AND TEST PITS ARE INCLUDED ONLY
TO ASSIST THE CONTRACTOR DURING BIDDING AND SUBSEQUENT CONSTRUCTION AND REPRESENT CONDITIONS ONLY AT THESE
SPECIFIC LOCATIONS AT THE TIME THEY ARE MADE.
6.02 THE CONTRACTOR SHALL DESIGN AND PROVIDE ALL TEMPORARY EARTH SUPPORT, SHORING AND BRACING REQUIRED TO PERFORM
THE WORK IN ACCORDANCE WITH OSHA, STATE AND LOCAL REQUIREMENTS.
6.03 THE CONTRACTOR SHALL DESIGN AND PROVIDE SHEETING, SHORING, BRACING, AND/OR UNDERPINNING IN ORDER TO PROTECT
EXISTING UTILITIES FROM EXCESSIVE MOVEMENTS DURING THE CONSTRUCTION PERIOD, IN ACCORDANCE WITH OSHA, STATE & LOCAL
REQUIREMENTS.
6.04 THE CONTRACTOR SHALL CARRY OUT CONTINUOUS CONTROL OF SURFACE AND SUBSURFACE WATER. DEWATER ANY AREAS
REQUIRING EXCAVATION IN ADVANCE OF PERFORMING EXCAVATION. MAINTAIN GROUNDWATER LEVELS AT LEAST 2 FEET BELOW
PLANNED SUBGRADES.
6.05 ALL SUBGRADES TO RECEIVE FILL MATERIALS, FOUNDATIONS, SLABS OR OTHER CONSTRUCTION SHALL BE FREE OF RUNNING OR
STANDING WATER PRIOR TO PLACEMENT.
6.06 SPREAD FOOTINGS AND PIERS AS SHOWN ARE DESIGNED FOR ESTIMATED METAL BUILDING REACTIONS AND ARE APPROXIMATE IN
SIZE. THESE ELEMENTS ARE SUBJECT TO CHANGE IN DIMENSION (IF REQUIRED) WITH THE APPROVED METAL BUILDING SUBMITTAL.
ANY CHANGES SHALL COME AT NO ADDITIONAL COST TO THE OWNER.
6.07 FOUNDATIONS SHALL BE INSTALLED IN THE GEOMETRY SHOWN IN THE PLANS, ANY ROCK ENCOUNTERED DURING EXCAVATION SHALL
BE REMOVED TO CLEAR THE REQUIRED FOUNDATION GEOMETRY.
6.08 SPREAD FOOTING BEARING SURFACES SHALL BE EXCAVATED BY EQUIPMENT WITH A SMOOTH, TOOTHLESS CUTTING EDGE.
6.09 REFER TO THE EARTHWORK SPECIFICATION FOR ADDITIONAL INFORMATION AND REQUIREMENTS.
6.10 GEOTECHNICAL REPORTS PREPARED BY WESTON & SAMPSON DATED 05/31/19 AND 08/14/19 ARE PROVIDED FOR INFORMATIONAL
PURPOSES ONLY.
6.11 REMOVE ALL UNSUITABLE MATERIAL FROM WITHIN THE ZONE-OF-INFLUENCE BELOW FOUNDATIONS AND SLABS AND REPLACE WITH
STRUCTURAL FILL IN ACCORDANCE WITH THE EARTHWORK SPECIFICATION.
a
aa
a
ZONE 4
ZONE 1
ZONE 2
ZONE 3
ZONE 4
ZONE 3
θZONE 5
WIND PRESSURE DIAGRAM
9.03 FLOOR DESIGN LOADING CRITERIA LOADS
9.01 GENERAL DESIGN REQUIREMENTS
(A) RISK CATEGORY______________________________________________________________________________III
(B) MUNICIPALITY___________________________________________________________________YARMOUTH, MA
9.02 DESIGN LOADS TO BE VERIFIED BY PRE-ENGINEERED METAL BUILDING DESIGNER.
EFFECTIVE
WIND AREA
(SF)
10
50
500
ROOF LOADS -GABLE (psf)WALL LOADS (psf)
ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5
POS NEG POS NEG POS NEG POS NEG POS NEG
COMPONENTS AND CLADDING WIND PRESSURE LOADS ON BUILDING
NOTE(S):
(A) POS -INDICATES POSITIVE PRESSURE (INWARD OR TOWARD THE SURFACES)
(B) NEG -INDICATES NEGATIVE PRESSURE (OUTWARD OR AWAY FROM SURFACES)
OCCUPANCY / USE SUPERIMPOSED
DEAD LOAD a
LIVE LOADS
UNIFORM CONCENTRATED
OFFICE + PARTITIONS 70 psf 2000 lbs
LOBBIES, 1st FLOOR CORRIDORS, CONFERENCE 100 psf 2000 lbs
HANDRAIL AND GUARDRAIL SYSTEMS 50 lb/ft e 200 lbs f
INTERMEDIATE RAILS & PANEL FILLERS 50 lb/ft e
STAIRS AND EXITS 100 psf 300 lbs d
15 psf
5 psf
15 psf
MECHANICAL ROOMS 250 psf20 psf
NOTE(S):
(a)SUPERIMPOSED DEAD LOADS ARE APPLIED IN ADDITION TO FRAMING AND SLAB SELF-WEIGHTS.
(b)PRE-ENGINEERED METAL BUILDING COLLATERAL LOAD AND 8 PSF ALLOWANCE FOR FUTURE SOLAR PANEL SYSTEM.
(c)ROOF LIVE LOAD. ALSO REFER TO SNOW LOAD REQUIREMENTS IN 9.04.
(d)NOT CONCURRENT WITH THE UNIFORM LOAD. THE CONCENTRATED LOAD ON STAIR TREADS SHALL BE APPLIED ON AN AREA
OF 2 INCHES BY 2 INCHES.
(e)APPLIED IN ANY DIRECTION ALONG THE HANDRAIL OR TOP RAIL TO PRODUCE THE MAXIMUM EFFECTS. UNIFORM AND
CONCENTRATED LOADS ARE NOT APPLIED CONCURRENTLY.
(f)APPLIED NORMAL TO THE SURFACE ON AN AREA NOT TO EXCEED 12"x12" (NOT CONCURRENT WITH TOP RAIL LOADS).
(e)VEHICLE LOADING PER IBC 2015 1607.7
9.04 ROOF SNOW LOAD
(A) GROUND SNOW LOAD, Pg ______________________________________________________________30 PSF
(B) MINIMUM FLAT ROOF SNOW LOAD, Pf ____________________________________________________30 PSF
(C) SNOW EXPOSURE FACTOR, Ce __________________________________________________________1.0
(D) THERMAL FACTOR, Ct __________________________________________________________________1.1
(E) SNOW LOAD IMPORTANCE FACTOR, IS ___________________________________________________1.1
(F) ROOF SLOPE FACTOR, Cs _______________________________________________________________1.0
(G) DESIGN SLOPED ROOF SNOW LOAD, Ps __________________________________________________30 PSF*
(H) * ADJUST FOR SNOW DRIFT AND UNBALANCED SNOW LOADING
9.05 RAIN LOADS
A CODE COMPLIANT SECONDARY DRAINAGE SYSTEM SHALL BE PROVIDED TO ELIMINATE PONDING INSTABILITY. COORDINATE ALL
ROOF DRAINAGE SYSTEM REQUIREMENTS WITH THE ARCHITECT AND MEP DOCUMENTS.
9.06 WIND LOADS
(A) BASIC WIND SPEED, V (3-SECOND GUST WIND SPEED) ____________________________________________152 MPH
(B) BUILDING ENCLOSURE CLASSIFICATION _________________________________________________________ENCLOSED
(C) WIND EXPOSURE CATEGORY ___________________________________________________________________B
(D) DESIGN BUILDING DIMENSIONS _________________________________________________________________ VARIES
(1) LENGTH / WIDTH, L/B ________________________________________________________________________VARIES
(2) MEAN ROOF HEIGHT, h ______________________________________________________________________VARIES
(3) ROOF SLOPE _______________________________________________________________________________1/12 RISE/RUN
(E) MAIN WIND FORCE RESISTING SYSTEM (MWFRS)_________________________________________________
(1) WIND DIRECTIONALITY FACTOR, Kd _______________________________________________________0.85
(2) TOPOGRAPHIC FACTOR, Kzt ______________________________________________________________1.0
(3) GUST EFFECT FACTOR, G ________________________________________________________________0.85
(4) INTERNAL PRESSURE COEFFICIENT, GCpi ______________________________________________+/-0.18
(F) COMPONENTS AND CLADDING _________________________________________________________________
(1) ANALYSIS PROCEDURE _______________________________________________LOW RISE BUILDINGS
(a) WIND DIRECTIONALITY FACTOR, Kd ___________________________________________________0.85
(b) TOPOGRAPHIC FACTOR, Kzt __________________________________________________________1.0
(c) VELOCITY PRESSURE COEFFICIENT, Kz __________________________________________________0.70
(d) INTERNAL PRESSURE COEFFICIENT, GCpi ____________________________________________+/-0.18
(e) PERIMETER ZONE, a ________________________________________________________________VARIES
9.07 EARTHQUAKE LOADS
(A) SITE CLASS _____________________________________________________________________________________D
(B) SPECTRAL RESPONSE ACCELERATIONS
(1) Ss ___________________________________________________________________________________0.149G
(2) S1 __________________________________________________________________________________0.054G
(C) SPECTRAL RESPONSE COEFFICIENTS
(1) Sds ___________________________________________________________________________________0.180G
(2) Sd1 ___________________________________________________________________________________0.045G
(D) SEISMIC DESIGN CATEGORY ___________________________________________________________________B
(E) SEISMIC IMPORTANCE FACTOR, Ie __________________________________________________________1.25
(F) SEISMIC FORCE RESISTING SYSTEM:
(1) STEEL SYSTEM NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE
(a) RESPONSE MODIFICATION COEFFICIENT, R _ 3
(b) SYSTEM OVERSTRENGTH PARAMETER,Ωo _ 3
(c) DEFLECTION AMPLIFICATION FACTOR, Cd _ 3
(G) ANALYSIS PROCEDURE_______________________________________EQUIVALENT LATERAL FORCE ANALYSIS
(H) EFFECTIVE SEISMIC WEIGHT, W ________________________________________________________TBD BY MBM
(I) SEISMIC RESPONSE COEFFICIENT, Cs ____________________________________________________
(J) SEISMIC BASE SHEAR, V ________________________________________________________________TBD BY MBM
9.0 -DESIGN LOADS:
SLABS-ON-GRADE IN VEHICLE STORAGE,
VEHICLE MAINTENANCE, AND SHOPS
ACTUAL
WEIGHT OF
EQUIPMENT
250 psf OR
HS-20 g
ROOF 16 psf b 20 psf c
MEZZANINE 20 psf 250 psf 3000 lbs
MAINTENANCE CATWALKS 40 psf 300 lbs d5 psf
EFFECTIVE
WIND AREA
(SF)
10
50
500
ROOF LOADS -MONOSOPE (psf)
ZONE 1 ZONE 2 ZONE 2'
POS NEG POS NEG POS NEG
ZONE 3
POS NEG
ZONE 3'
POS NEG
16.9
14.1
13.4
45.1
45.1
45.1
16.9
14.1
13.4
16.9
14.1
13.4
16.9
14.1
13.4
16.9
14.1
13.4
52.1
49.3
48.6
62.7
60.9
59.1
69.7
55.6
48.6
97.9
73.2
62.7
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
TOWN OF YARMOUTH
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
DECEMBER 24, 2019
GENERAL NOTES
S001
AAC
KMC
NMS
2170117
CONFORMED
23.9 41.5 23.9 23.9 97.9 41.5 45.1 55.6
18.7 36.3
16.9 34.5
18.7
16.9
18.7
16.9
66.2
48.6
53.9 83.8
76.7
40.5
34.5
38.0
31.0
41.5
38.0
31.0 34.5
46.8
STRUCTURAL SLAB
ROUGHEN SURFACE OF
SLAB, TREAT AS CONST
JOINT
#5@12" MAX ALL AROUND
(TYP.), MIN. 4" EMBED
#4 @ 12" E.W.
THE EXACT SIZE, SHAPE AND LOCATION OF EQUIPMENT
(HOUSEKEEPING) PAD(S) SHALL BE DETERMINED BY THE
CONTRACTOR AFTER APPROVAL OF SHOP DRAWINGS FOR
EQUIPMENT. ANCHOR BOLTS WHERE REQUIRED SHALL BE
SIZED AND LOCATED ACCORDING TO MANUFACTURER'S
REQUIREMENTS.
SEE PLAN FOR DIMENSIONS
1" CHAMFER (TYP.)12"MAXWALL
SAW
JOINT
ISOLATION JT.
INTEGRAL
EQUIPMENT
PAD
NOTE:
1. SUBMIT SHOP DRAWINGS SHOWING PROPOSED
JOINT LAYOUTS.
PITMAX40' - 0"MAX20' - 0"LOCATE
CONSTRUCTION
JOINTS AND SUBMIT
LAYOUT TO EOR
FOR REVIEW
CONT. KEY (IF WALLS ARE NOT
POURED MONOLITHICALLY)
LAP OUTSIDE BAR OR
PROVIDE CORNER BAR
(WHERE SIZE OF BAR
DIFFERS, LAP LARGER
BAR.) (TYPICAL)
AT CORNERSdd
HORIZONTAL BARS
ld
CONT. KEY (IF WALLS ARE NOT
POURED MONOLITHICALLY)
AT INTERSECTION
HORIZONTAL BARS "U" BARS
d
NOTE(S):
1.VERTICAL BARS NOT SHOWN FOR CLARITY. (TYP.)
AT OPENINGS &
DISCONTINUOUS ENDS
HORIZ. BARS
STD HOOK
STD HOOK1'-0" MIN.
STD. HOOK OR
1'-0" MIN.
STD. HOOK OR ll
lFOR ADDITIONAL DIAGONAL
REINFORCEMENT, SEE PLAN
INTERRUPTED
REINFORCEMENT
HOOK REINFORCEMENT WHERE
BARS CANNOT EXTEND SPECIFIED
LENGTH BEYOND OPENING
2-#5 ADDL EACH FACE MIN; BUT NOT LESS THAN
50% OF INTERRUPTED WALL REINF EACH SIDE
OF OPENING. SPACE BARS AT 3" OC, EACH FACE.
LENGTH OF ADDL REINF = L+(2xSPLICE LENGTH).
NOTES:
1.WALL OPENINGS SHALL BE COORDINATED AND DETAILED
ON THE REINFORCEMENT SHOP DRAWINGS.
"U" BARS SAME SIZE AND
SPACING OF INTERRUPTED
WALL REINFORCEMENT-
TYPICAL BOTH SIDES
LH LENGTHSPLICESLAB
THICKNESS, IN.
LESS THAN 8
8 TO AND
INCLUDING 11.5
MIN. DOWEL
LENGTH (L), IN.
MAXIMUM DOWEL
SPACING, IN.
DOWEL DIAMETER
AND TYPE
N/A N/A N/A
16 12 1" BAR
NOTE(S):
1. ALL DOWELS SHALL BE STRAIGHT, SMOOTH AND FREE FROM BURRS AT THE
ENDS
2. ONE-HALF OF EACH DOWEL SHALL BE OILED OR OTHERWISE TREATED TO
PREVENT BONDING WITH THE CONCRETE.
3. CONTRACTOR SHALL SECURELY SUPPORT DOWELS BY MEANS OF DOWEL
BASKETS TO PREVENT ANY DISPLACEMENT OF THE DOWELS DURING
CONCRETE PLACEMENT.
4. PUNCTURES IN THE VAPOR BARRIER MUST BE SEALED.ENGINEER SHALL
INSPECT THE CONDITION OF THE VAPOR BARRIER BEFORE PLACING
CONCRETE.
5. STOP REINFORCING 2" FROM EACH SIDE OF CONSTRUCTION/CONTROL JOINT.
6. REINFORCING SHOULD BE PLACING 2" OF D/3 FROM FINISH FLOOR WHERE
RADIANT TUBE HEATING IS USED, REINFORCING SHALL BE PLACED BELOW
TUBES. TUBES SHALL RECEIVE 2 INCHES CONCRETE COVER.
7. AT CONTRACTION JOINTS IT SHALL BE PERMITTED TO OMIT DOWEL BARS IF 50%
OF THE REINFORCING STEEL IS LEFT CONTINUOUS THROUGHOUT THE JOINT
AND THE REMAINING BARS ARE CUT IN ACCORDANCE WITH NOTE 5.1" + D/4DSAW CUT 1/4D" DEEP FILL
WITH SEALANT BY WDC FSB
CONC. SLABREINF. (SEE PLAN)
DOWEL BASKET,
DAYTON K-5 OR EQUAL VAPOR RETARDER
CHAIR
SLEEVE (NOTE 3)CONSTRUCTION JOINT (C.J.)
2" CLR. (TYP)DSAW CUT 1/4D" DEEP FILL
WITH SEALANT BY WDC FSB
CONC. SLABREINF. (SEE PLAN)
VAPOR RETARDER
CHAIR
SAW JOINT (S.J.)
1 7/8" CLR. (TYP)DCONSTRUCTION JOINT (C.J.)
RADIANT SLAB HEATING
(2) LAYERS 4X4
W4.0XW4.0
W.W.F. (TYP)
SEE MEP FOR RADIANT
TUBE LAYOUT
RIGID INSULATION
VAPOR RETARDER (2) LAYERS
OF CHAIRS
NOTES:
1. REFER TO EARTHWORK SPECIFICATION FOR DESCRIPTION OF
UNSUITABLE MATERIALS AND SUITABLE BEARING MATERIAL.
CONCRETE SLAB. SEE PLAN
FOR REINFORCEMENT
CONCRETE WALL. SEE PLAN FOR
DETAILS & REINFORCEMENT
SEE ARCH DWGS.
FOR DETAILS
REMOVE UNSUITABLE MATERIALS
BELOW PROPOSED SLAB AND PROVIDE
STRUCTURAL BACKFILL WHERE
REQUIRED.
SEE PLAN FOR
FOOTING SIZE & REINF.
SLOPE BACK EXCAVATION
IN ACCORDANCE WITH
OSHA (TYP.)
REMOVE UNSUITABLE
MATERIALS BELOW PROPOSED
FOUNDATIONS (TYP.)
SUITABLE BEARING MATERIAL
1
1
BACKFILL WITH STRUCTURAL
FILL IN ACCORDANCE WITH
EARTHWORK SPECIFICATION
2' - 0" (TYP.)
MIN.
ORIGINAL EXISTING
GROUND SURFACE
CONCRETE SLAB
VAPOR RETARDER
CRUSHED STONE
GRADE (SEE CIVIL)
CONCRETE FOUNDATION
APPROX. CUT
LINE (TYP.)
UNDISTURBED NATIVE SOIL OR
COMPACTED STRUCTURAL FILL
COMPACTED STRUCTURAL FILL
COL.
FOUNDATION NOTE(S):
1. UNDOCUMENTED FILL AND LOOSE OR DISTURBED SOILS SHALL BE REMOVED
FROM ALL FOUNDATION AREAS. THE CONTRACTOR SHALL CONTACT THE
ENGINEER PRIOR TO FOUNDATION CONSTRUCTION TO OBSERVE ALL
FOUNDATION SUBGRADES. REFER TO DETAIL 7/S002 AND EARTHWORK
SPECIFICATION FOR LIMITS OF UNSUITABLE SOILS REMOVAL AND BACKFILL
REQUIREMENTS BELOW FOUNDATIONS AND SLABS.
2. 3-INCHES OF CRUSHED STONE SHALL BE PLACED AND COMPACTED AT THE
BASE OF FOOTING EXCAVATIONS.
3. THE CONTRACTOR IS RESPONSIBLE FOR SUBGRADE PROTECTION.
SLAB NOTE(S):
1. A MINIMUM OF 6-INCHES OF CLEAN ANGULAR CRUSHED STONE WITH NO
MORE THAN 6% PASSING A #200 SIEVE SHALL BE PLACED BELOW SLABS. THE
CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO PLACEMENT OF
UNDERSLAB STONE FOR SUBGRADE EVALUATION. UNDERSLAB STONE SHALL
BE COMPACTED IN ACCORDANCE WITH EARTHWORK SPECIFICATION.
2. REFER TO DETAIL 7/S002 AND EARTHWORK SPECIFICATION FOR LIMITS OF
UNSUITABLE SOILS REMOVAL AND BACKFILL REQUIREMENTS BELOW
FOUNDATIONS AND SLABS.
3. IF UNDERSLAB STONE IS TRAPPING WATER, THE WATER SHALL BE REMOVED
PRIOR TO SLAB PLACEMENT.
1
1
MIN.
1' - 0"
RIGID INSULATION
3" CRUSHED STONE BEDDING
FILL MATERIAL
STEEL SLEEVE
THRU WALL
SLAB ON GRADE
6" MIN. CRUSHED STONE
AROUND PIPE
PIPE
NOTE(S):
1.PIPE SHALL NOT PASS UNDER OR THRU WALL FOOTING. LOWER FOOTING BY
STEPPING TO AVOID INTERFERENCE.
HORIZONTAL
WALL REINF.
FTG REINF.
SL = SPLICE LENGTH
2
1
FTG REINF.
1' - 0"2'-0" MAX4'-0" MIN
SPLICE
D MIN STEP FOOTING SF
SPLICE
SL
S P L IC E
1 BAR E.F. TO MATCH
HORIZ. WALL REINF. DD MI
N4"(SEE SCHEDULE)ENBEDMENT1/4" LEVELING PL. OVER 3/4" N.S. GROUT
SURFACE OF CONC.
ANCHOR BOLT SCHEDULE
DIAMETER (IN.)EMBEDMENT
(IN.)
BASE PLATE
NUT & WASHER
SEE APPROVED MBM SHOP DRAWINGS
FOR SIZE AND QTY. OF ANCHORS
3/4
1
11/4
16
20
24
NOTE(S):
1. ANCHORS SHALL BE AS SPECIFIED BY THE MBM, PROVIDED AND INSTALLED BY CONTRACTOR.
2. ANCHORS SHALL CONFORM TO ASTM F1554 GRADE 55 STEEL. ANCHOR BOLTS SHALL BE WELDABLE,
CONFORMING TO SUPPLEMENTARY REQUIREMENT S1.
3. ANCHORS BOLTS SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153.
HEADED OR NUT w/ WASHER
TENSION DEVELOPMENT & SPLICE LENGTHS FOR BARS, F'c = 4,000 PSI (PER ACI 12.2.2)
BAR SIZE TOP BARS (IN.)OTHER BARS (IN.)
#3
#4
#5
#6
#7
#8
#9
#10
#11
24
32
40
48
70
80
91
102
113
19
25
31
37
54
62
70
79
87
CONTINUOUS KEYWAY INTERIOR FACE
(OCCUPIED SPACE)
EXTERIOR FACE
HORIZONTAL REINF.REGLET IF EXPOSED. FOR DETAILS
SEE ARCH. DRAWINGST/3T/3T/33/4"3/4"1 1/2"
NOTE 1
OPENING 6" OR
LARGER
EDGE OF DECK/SLAB
STD. HOOK WHERE BARS CANNOT
BE DEVELOPED
NOTE(S):
1. #5 ADDL EACH FACE MIN; BUT NOT LESS THAN 50% OF
INTERRUPTED WALL REINF EACH SIDE OF OPENING. SPACE
BARS AT 3" OC, EACH FACE. LENGTH OF ADDL REINF = L OR
H+(2XSPLICE LENGTH).
2. FOR MINIMUM SPLICE LENGTH. SEE TABLE
SAW CUT CONTROL JOINT
(SEE DETAIL ON THIS SHEET)
USE PREFORMED JOINT FILLER AT
ALL CONSTRUCTION JOINTS, FILL TOP
OF JOINT WITH ELASTOMERIC JOINT
SEALANT ONCE BOTH PARTS ARE
CAST
HSS OR WF COLUMN AS OCCURS
COLUMN ISOLATION JOINT, EITHER
DIAMOND OR ROUND JOINTS MAY
BE USED, FILL AROUND COLUMNS
WITH CONCRETE ONCE FLOOR IS
CAST AND COLUMNS ARE
CARRYING FULL DEAD LOAD
HSS INTERIOR COLUMN
USE PREFORMED JOINT FILLER
AT ALL CONSTRUCTION JOINTS,
FILL TOP OF JOINT WITH
ELASTOMERIC JOINT SEALANT
ONCE BOTH PARTS ARE CAST
SAW CUT CONTROL JOINT
(SEE TYPICAL DETAIL)
COLUMN ISOLATION JOINT, EITHER
DIAMOND OR ROUND JOINTS MAY
BE USED, FILL AROUND COLUMNS
WITH CONCRETE ONCE FLOOR IS
CAST AND COLUMNS ARE
CARRYING FULL DEAD LOAD
PIER OR COLUMN AT PERIMETER WALL
HSS OR WF COLUMN, AS OCCURS
SAW CUT CONTROL JOINT
(SEE TYPICAL DETAIL)
NOTE(S):
1.THESE DETAILS SHALL BE USED AT ALL COLUMN LOCATIONS.
FOUNDATION WALL
(4)-#5 BARS EXTENDING 2'-6" BEYOND FOOTING STEP
COORDINATE ALL OPENING LOCATIONS WITH MEP.
APPROX. UTILITY
SERVICE LOCATION
(COORD. w/ PLUMB.)
CONCRETE FOUNDATIONWALL
1
2
(TYPICAL)
CONT. REINFORCING BAR
FOOTING THICKNESS (T)
AS OCCURS, SEE PLANS
FOOTING THICKNESS (T)
AS OCCURS, SEE PLANS
MATCH CONTINUOUS FOOTING
REINFORCEMENT (TYP., SEE PLANS)
NOTE(S):
1.REFER TO ARCH./CIVIL/GEOTECHNICAL DETAILS FOR ADDITIONAL UNDER SLAB & FOUNDATION REQUIREMENTS NOT SHOWN
ON THESE DRAWINGS. REQUIREMENTS MAY INCLUDE BUT ARE NOT LIMITED TO: PERIMETER DRAINS, INSULATION, WEEP HOLES,
& SITE PREPARATION. REPORT ANY DISCREPANCIES BETWEEN DISCIPLINES TO A/E FOR CLARIFICATION PRIOR TO PROCEEDING
WITH WORK. 7 1/2"1/2"KNEEWALL8"1/2" TYP.
BASEPLATE AND
FRAME BY MBM
SEE PIER
SCHEDULE ON S401
FOR DIMENSIONS
AND REINFORCING
NOTE(S):
1. PROVIDE KNEEWALL NOTCH AND COMPRESSIBLE FILL AT ALL LOCATIONS WHERE
THE COLUMN FLANGE IS DIRECTLY ADJACENT TO THE KNEEWALL.
2. PROVIDE UNIFORM NOTCH WIDTH ALONG THE SAME WALL IN THE SAME SPACE.
GRIND CORNERS
OF NOTCH
SMOOTH (TYP.)
S.L.
C.L.
1/2" DEEP NOTCH IN WALL WITH 1/2"
COMPRESSIBLE FILL ON INTERIOR
FACE OF KNEEWALL ADJACENT TO
COLUMN FLANGE (TYP.)
BACKER ROD AND
SEALANT (TYP.)
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
TOWN OF YARMOUTH
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
DECEMBER 24, 2019
TYPICAL DETAILS
I
S002
AAC
KMC
NMS
2170117
CONFORMED
SCALE: 3/4" = 1'-0"15 CONCRETE EQUIPMENT PAD
SCALE: 1" = 20'-0"13 HORIZONTAL CONCRETE JOINTS DIAGRAM
SCALE: 1/2" = 1'-0"10 HORIZONTAL WALL REINFORCING PLAN
SCALE: 3/4" = 1'-0"7 REINFORCMENT AT OPENINGS IN REINFORCED CONCRETE WALLS
SCALE: 3/4" = 1'-0"6 SLAB ON GRADE
SCALE: 1/2" = 1'-0"2 TYPICAL REMOVAL OF UNSUITABLE MATERIALS
SCALE: 1/2" = 1'-0"1 TYPICAL CUT/FILL DETAIL
SCALE: 3/4" = 1'-0"3 PIPE THROUGH FOUNDATION WALL
SCALE: 3/4" = 1'-0"4 STEP FOOTING DETAIL
SCALE: 1 1/2" = 1'-0"9 ANCHOR BOLT DETAIL
SCALE: 1/2" = 1'-0"5 MINIMUM SPLICE DEVELOPEMENT LENGTHS
SCALE: 1/2" = 1'-0"8 VERTICAL CONSTRUCTION JOINT (WALL)
SCALE: 1/2" = 1'-0"14 SUPPLEMENTAL SLAB REINFORCING
SCALE: 1/2" = 1'-0"12 TYPICAL SLAB ON GRADE ISOLATION JOINT DETAIL
SCALE: 1/2" = 1'-0"16 UTILITY OPENING
SCALE: 3/4" = 1'-0"11 KNEEWALL AT COLUMN
1 10/4/19 ADDENDUM #1
1 1
KNOCK-OUT BOND w/ (2) #5's CONT.(2) #5's IN KNOCK-OUT BOND BEAM
@ 48" 0.C.
CMU WALL REINF.
#5 @ 32" VERT.
DOWELS TO MATCH WALL
VERTICAL REINF.
PROVIDE A MINIMUM OF (2) DOWELS
WITHIN 8" OF EACH SIDE OF OPENING,
U.N.O.
NOTE 1
LINTEL
SEE SCHEDULE
SECTION
NOTE(S):
1. REINFORCEMENT ADJACENT TO OPENINGS NEED NOT BE PROVIDED FOR OPENINGS SMALLER
THAN 16-INCHES IN EITHER HORIZONTAL OR VERTICAL DIRECTION, UNLESS DISTRIBUTED
REINFORCING IS INTERRUPTED BY SUCH OPENINGS.
L
S2.00
4 S2.00
4
TRANSLUCENT PANEL EXTERIOR METAL
PANEL
BOLT THROUGH SIDE
OF FLANGE OR WELD
GIRT DOES NOT ALLOW
PLATE TO BE FLUSH WITH
STEEL JAMS.
COORDINATE WITH OVER
HEAD DOOR MANUFACTURER
EXTERIOR METAL PANEL
C-HEADER BY BUILDING
MANUFACTURER (TYP.)
PLATES TO BE FLUSH WITH
STEEL JAM. PLATES BY
OVERHEAD DOOR
MANUFACTURER
BEND LIP OF HEADER LOCALLY
AT ANGLE. CONTRACTOR TO
OBTAIN APPROVAL FROM
METAL BUILDING MANUFACTURER
PRIOR TO INSTALLATION
3x3x1/4 ANGLE TO SUPPORT
PLATE FOR GARAGE DOOR
SHAFT AND MOTOR (TYP.)
BEND LIP OF GIRT
LOCALLY AT ANGLE.
CONTRACTOR TO
OBTAIN APPROVAL
FROM METAL BUILDING
MANUFACTURER PRIOR
TO INSTALLATION
CONDITION 2
OCCURS WHEN PLATE IS
LOCATED BETWEEN TWO
GIRTS
CONDITION 1
OCCURS WHEN PLATE
IS LOCATED AT GIRT
3x3x1/4 ANGLE TO SUPPORT
PLATE FOR GARAGE DOOR
SHAFT AND MOTOR (TYP.)
NOTE(S):
1.ALL OVERHEAD DOOR ASSEMBLY PROVIDED AND INSTALLED BY MISC.
METALS CONTRACTOR.
2.METAL BUILDING DESIGNER SHALL DESIGN GIRTS TO SUPPORT OVERHEAD
DOORS AND SUPPLEMENTAL FRAMING.
1" MIN. (TYP.)
5 1/2"3 1/2"1/2" DIA. BOLTS
3"x3"x1/4" ANGLE
3/8" THICK PLATE
NOTE(S):
1. SPLICE LAP BARS AS REQUIRED FOR BAR SIZE, FOR WALLS 4-FEET OR LESS ABOVE
FINISH FLOOR, HOOKED BAR MAY CONTINUE TO THE TOP OF WALL.
2. THIS DETAIL SHALL BE USED AT ALL INTERIOR MASONRY WALLS. COORDINATE WITH
ARCHITECT FOR WALL LOCATIONS.
(3) #5's
STANDARD HOOK (TYP.),
ALTERNATE DIRECTIONS
CONC. SLAB (TYP.)
CMU WALL VERTICAL WALL REINF. IN
GROUT (TYP.)
#5x4'-0" LG. @ WALL REINF. SPACING
W.W.F. REINFORCING (TYP.)
WALL/FTG.NOTE 14' - 0"VARIESVARIES3 MIN.
1
GROUT-FILLED CORE (TYP. AT
ALL VERT. REINF. LOCATIONS)
TYP. CMU WALL VERT.
REINF., AS OCCURS
TYP. CMU BOND
BEAM REINF.
TYPICAL CONTINUOUS WALL
REINFORCEMENT DETAIL
TYP. CMU WALL VERT.
REINF., AS OCCURS
TYP. CMU BOND
BEAM REINF.
4 ADD'L VERTICAL BARS TO MATCH
WALL VERTICAL REINFORCEMENT
SIZE. REINFORCEMENT SHALL EXTEND
FOR FULL HEIGHT OF WALL
TYPICAL OPEN END WALL
REINFORCEMENT DETAIL
(TYP.)
18" LAP
(TYP.)18" LAPGROUT-FILLED CORE
(TYP. AT ALL VERT. REINF.
LOCATIONS)
BENT BARS TO MATCH BOND
BEAM REINFORCEMENT (TYP.)
TYP. CMU BOND BEAM REINF.
3 ADD'L VERTICAL BARS
TO MATCH WALL VERTICAL
REINFORCEMENT SIZE
TYPICAL WALL CORNER
REINFORCEMENT DETAIL
(TYP.)
18" LAP
(TYP.)18" LAPGROUT-FILLED CORE
(TYP. AT ALL VERT. REINF.
LOCATIONS)
BENT BARS TO MATCH BOND
BEAM REINFORCEMENT (TYP.)
TYP. CMU BOND BEAM REINF.3 ADD'L VERTICAL BARS
TO MATCH WALL VERTICAL
REINFORCEMENT SIZE
TYPICAL WALL INTERSECTION
REINFORCEMENT DETAIL
TYP. CMU BOND
BEAM REINF.
NOTE(S):
1.ALL CMU VERTICAL REINFORCED CORES AND HORIZONTAL REINFORCED COURSES (BOND BEAMS) SHALL BE
GROUTED SOLID. GROUTING OF HORIZONTAL REINFORCEMENT NOT SHOWN ON THIS DETAIL FOR CLARITY.
TYPICAL STEEL COLUMN/
CMU WALL INTERFACE
TYP. CMU WALL VERT.
REINF., AS OCCURSTYP. CMU BOND
BEAM REINF.
GROUT-FILLED CORE (TYP. AT
ALL VERT. REINF. LOCATIONS)
STEEL COLUMN
(AS OCCURS)
ADJUSTABLE COLUMN
TIES @ 16" O.C. (TYP.)
FLOOR SLAB
L4x4x1/4x0'-4" @ 4'-0" O.C. (TYP.)
WALL REINF. IN FULL GROUT
KNOCK-OUT (2) #5's BOND
BEAM
PL. 1/4"x6" LENGTH AS REQ'D (NOTE 1)
L4x4x1/4x0'-4" @
4'-0" O.C. (TYP.)
W-SHAPE
PL. 1/4"x4" @ 4'-0" O.C. (TYP.)
5/8" EXP. ANCHOR IN 1" VERT.
SLOTTED HOLE. ANCHOR SHALL BE
CENTERED IN GROUTED BOND
BEAM, EMBED 4" MIN. (TYP.)
NOTE(S):
1.WHERE RIBS ARE IN FULL CONTACT WITH RESTRAINING ANGLES THE PLATE MAY BE OMITTED.
2.STEEL CLIP ASSEMBLY PROVIDED AND INSTALLED BY MISC. METALS CONTRACTOR.
WHERE WALL ABUTS OPEN CELLS ALTERNATE CONDITION #1 ALTERNATE CONDITION #2 ALTERNATE CONDITION #3CL. MIN.1"TYP.
TYP.
5/8" DIA. EXP. BOLT
EMBED 4" (TYP.)
TYP.
TYP.1" CL. MIN.1" CL. MIN.8" WALL 10" WALL 12" WALL
END
BEARING
REINFORCING IN LINTELCLEAR SPAN L
6" WALL
UP TO 4'-0"
TO 5'-0"
TO 6'-0"
TO 7'-0"
TO 8'-0"
TO 9'-0"
TO 12'-0"
1-#5 2-#5 2-#5 2-#6
-
8"
8"
8"
8"
8"
8"
8"--
SEE SCHEDULE SEE SCHEDULE
TYP. VERT. WALL
REINFORCEMENT
NOTE(S):
1. GROUT f'c = 5000 PSI
2. MASONRY LOCATED AT MEZZANINES (LOAD BEARING LINTELS) SHALL ALL BE GROUTED
SOLID TO THE TOP OF WALL.
3. REINFORCING SHALL EXTEND A MIN. OF 40 BAR DIAMETERS PAST THE OPENING (BUT NOT
LESS THAN 24") IN FULL GROUT.
4. CMU f'm = 1,500 PSI (MIN.)
5. PROVIDE #4 SHEAR REINF. IN ADDITION TO TYP. VERT. REINFORCEMENT. CONTINUE SHEAR
REINF. 24" PAST THE OPENING.
CONC. BLOCK LINTEL CONC. BLOCK LINTEL
SPANS UP TO 5'-0"SPANS OVER 5'-0" TO 12'-0"
#4 HOOK @ 16" O.C.
SEE NOTE 5
LABEL
L-4
L-5
L-6
L-7
L-8
L-9
L-12
DEPTH
(FULLY GROUTED)
8"
8"
16"
16"
16"
24"
24"
2-#6
2-#6
2-#6
3-#6
2-#8
2-#8
2-#5
2-#5
2-#6
2-#7
2-#8
2-#5
2-#5
2-#6
2-#7
2-#8
1-#5
2-#5
2-#5
2-#5
2-#6
SEE SCHEDULEDEPTHTYPICAL COMPOSITE FLOOR EDGE DETAILS
#5 x 8'-0" LONG @ 12" O.C.
CENTERED ON BEAM/GIRDER
WELDED WIRE FABRIC
(WWF) AS SPECIFIED
MAINTAIN RIB
WIDTH "W" MIN
COMPOSITE
FLOOR BEAM/
GIRDER (TYP.)
HEADED SHEAR
STUDS AS SPECIFIED
COMPOSITE
FLOOR BEAM/
GIRDER (TYP.)
SEE
ADJACENT
DETAIL
#3 x 5'-0" @ 12" O.C.
WHERE A > 8"
HEADED SHEAR
STUDS AS SPECIFIED
COMPOSITE
FLOOR BEAM/
GIRDER (TYP.)
SEE ADJACENT
DETAIL FOR NOTE.
DECK CLOSURE:
SEE ADJACENT DETAIL FOR SIZE.
CONT. #4 BAR WHERE A > 8"
WWF (AS SPECIFIED)
#3 x 5'-0" @ 12" O.C.
WHERE A > 8"
PROVIDE VERTICAL LEG
RETURN LIP AS FOLLOWS:
-3/4" ON 12 GA. & 10 GA.
-NOT REQ'D ON 3/8" BENT PL.
DECK CLOSURE:
0" ≤A < 8" = 12 GA. CLOSURE
8" ≤A < 12" = 10 GA. CLOSURE
12" ≤A < 18" = 3/8" MIN. BENT PLATE
CLOSURE (U.N.O., SEE STR. DTLS.)
A > 18" = CONSULT STRUCT. ENGINEER
NOTE: 3/8" BENT PLATE AT ALL
ELEVATOR, STAIR STRINGER
ATTACHMENT, GUARDRAIL, AND
CURTAIN WALL LOCATIONS
REGARDLESS OF DISTANCE
CONT. #4 BAR WHERE A > 8"
WWF (AS SPECIFIED)
TYPICAL EXTERIOR SLAB EDGE DETAIL
(DECK PARALLEL TO BEAM SPAN)
TYPICAL EXTERIOR SLAB EDGE DETAIL
(DECK PERPENDICULAR TO BEAM SPAN)
TYPICAL INTERIOR GIRDER DETAIL
(DECK PARALLEL TO GIRDER SPAN)
PROVIDE HIGH CHAIR SUPPORTS
FOR WELDED WIRE FABRIC
AND/ OR REINF. STEEL AS OCCURS
(TYP.)
HEADED SHEAR STUDS
AS SPECIFIED
METAL DECK. WIDTH "d" AS SPECIFIED
COMPOSITE FLOOR BEAM/ GIRDER (TYP.)
WELDED WIRE FABRIC
(WWF) AS SPECIFIED
SEE EDGE
DETAILS BELOW
TYPICAL COMPOSITE SLAB SECTION
PROVIDE 3/4" ø x 8" LONG HEADED
SHEAR STUDS @ 12" O.C. (TYP. AT ALL
3/8" BENT PLATE LOCATIONS)
PROVIDE 3/4" ø x 8" LONG HEADED
SHEAR STUDS @ 12" O.C. (TYP. AT ALL
3/8" BENT PLATE LOCATIONS)
A ≤12" = 2" MIN.
A > 12" = 4" MIN.
(NOTCH PLATE
AROUND STUDS IF
REQ'D)dNOTE(S):
A
1.MINIMUM TOTAL THICKNESS = 4 ½" (3" N.W. CONCRETE ON 1 ½" COMPOSITE STEEL DECK). PROVIDE ADDITIONAL CONCRETE AS REQUIRED TO ACHIEVE A LEVEL SURFACE.
2.CONCRETE f'c = 3000 PSI MINIMUM (LIGHTWEIGHT). MAX. WATER/ CEMENT RATIO (W/C) = 0.50.
3.STEEL DECK AND SHEAR CONNECTOR WORK SHALL CONFORM TO THE SPECIFICATIONS FOR DESIGN OF LIGHT GAUGE COLD FORMED STEEL STRUCTURAL MEMBERS (AISC),
SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL (AISC), AND STRUCTURAL WELDING CODE -STEEL (AWS D-1.1).
4.SHEAR CONNECTORS SHALL BE ¾" Ø. x 3½" LONG HEADED STUDS CONFORMING TO ASTM A108, GRADES 1010, 1015, 1017 OR 1020. SHEAR CONNECTORS SHALL BE SPACED
UNIFORMLY ALONG BEAM TOP FLANGE.
5.PROVIDE SHEAR CONNECTORS AT 2'-0" O.C. AT ALL STEEL MEMBERS SUPPORTING CONCRETE SLABS WHERE SPECIFIC NUMBER IS NOT INDICATED ON DRAWINGS. (TYP.
THROUGHOUT).
6.WELDED WIRE FABRIC SHALL BE 6x6-W2.9xW2.9 WWF.
7.STEEL DECK SHALL BE 1 ½" ("1.5 VLI") COMPOSITE DECK (GALV.) AS MANUFACTURED BY VULCRAFT, OR AN APPROVED EQUAL. USE 18 GA. DECK TYPICALLY, UNLESS NOTED
OTHERWISE ON PLANS.
8.ALL COMPOSITE STEEL BEAM'S END CONNECTIONS SHALL BE DESIGNED FOR THE FOLLOWING:
BEAM DEPTHS > 21" -(1.5) x REACTION DUE TO UNIFORM LOAD CAPACITY OF NON-COMPOSITE BEAM PER PART 2 OF THE AISC MANUAL OF STEEL CONSTRUCTION, LRFD
BEAM DEPTHS ≤21" -(2.0) x REACTION DUE TO UNIFORM LOAD CAPACITY OF NON-COMPOSITE BEAM PER PART 2 OF THE AISC MANUAL OF STEEL CONSTRUCTION, LRFD
ADD TO THESE REACTIONS ANY POINT LOADS OR BRACE REACTIONS FROM MEMBERS THAT FRAME INTO CONNECTION.
9.COORDINATE ALL EDGE OF SLAB DIMENSIONS AND SLAB OPENING LOCATIONS, AND EXTENTS WITH ARCHITECTURAL AND MEP DRAWINGS.
10.ALL COMPOSITE SLABS SHALL BE INSTALLED IN THE "TRIPLE-SPAN" CONDITION, UNLESS NOTED OTHERWISE. WHERE TRIPLE SPAN CANNOT BE USED, DECK SUPPLIER SHALL
CHECK THE MAXIMUM UNSHORED SPAN FOR THE DECK ASSUMING 1" ADDITIONAL THICKNESS OF CONCRETE. IF THE ACTUAL SPAN EXCEEDS THIS LIMIT, THEN THE CONTRACTOR
MUST SHORE THE SPAN DURING THE CONCRETE POUR.
A
W
SUPPORT
DECK SPAN
DECK SPAN
L3x3x⅜EA. SIDE
(WELD TO DECK
AT EACH RIB)
C8x11.5
C6x8.2C6x8.2REINF. OPENING WITH
MIN. 18 GA. GALV.
STEEL SHEET C8x11.5
DECK SPAN
≤10'-0"
C8x11.5
C8x11.5C6x8.2C6x8.2TYPE -III
NOTE: OPENINGS OUTSIDE THE LIMITS
ABOVE SHALL BE FRAMED WITH
STRUCTURAL STEEL. OPENING SIZES
AND LOCATIONS TO BE SUBMITTED TO
THE STRUCTURAL ENGINEER
TYPE -II
REINF. OPENING WITH MIN. 18 GA. GALV STEEL
SHEET 12" OR GREATER ON ALL SIDES OF OPENING.
OR:
REINF. OPENING WITH L3x3x⅜EA. SIDE OF OPENING
PERPENDICULAR TO DECK
SPAN AND EXTENDING 12" BEYOND OPENING EA. END.
TYPE -I
NO REINF. REQUIRED FOR OPENINGS.
(METAL DECK CONTRACTOR SHALL
PROVIDE DECK CLOSURE @ ALL PIPE
CHASES.)
SUPPORT SUPPORTSUPPORT SUPPORTSUPPORT
UP TO 6" DIAMETER
OPENINGS
OPENINGS GREATER
THAN 12" DIAMETER
L ≤ 12"B ≤ 6"DIA. ≤ 6"9" MIN.12" ≤ B > 6"L ≤ 12"1' - 0"
OPENINGS
6"-12" DIA.24" MIN.12" (TYP.)12" < B < 4'-0"6'-0" MAX.12" < D < 24"NOTE(S):
1. JAMB FRAMING AND BASE CONNECTION DESIGNED BY MISC.
METALS MANUFACTURER.
2. COORDINATE INSTALLATION OF DOOR JAMB WITH
PLACEMENT OF CMU WALLS
3. WALL REINF. NOT SHOWN FOR CLARITY.
4. ALL STEEL SHOWN IS GALVANIZED.
BLOCKOUT (FILL
WITH GROUT)
CMU WALL
JAMB FRAME
STRAP ANCHOR
FRAMED OPENING
FRAMED OPENING
JAMB FRAME
NOTE(S):
1. JAMB FRAMING AND BASE CONNECTION DESIGNED BY
METAL BUILDING MANUFACTURER.
2. COORDINATE INSTALLATION OF DOOR JAMB WITH
PLACEMENT OF CONCRETE WALLS
3. WALL REINF. NOT SHOWN FOR CLARITY.
4. ALL STEEL SHOWN IS GALVANIZED.
BLOCKOUT (FILL
WITH GROUT)
CONC. WALL
JAMB FRAME
STRAP ANCHOR
FRAMED OPENING
FRAMED OPENING
JAMB FRAME
FRAME BY MBM
3/8"x8" WELDED CAP PLATE STIFFENER/BRACING
BY MBM AS REQ'D
L4x4 (TYP.)
3/8" WELDED SHEAR
PL. & ERECTION
BOLT
HSS7x7
STANDARD CHANNEL,
DEPTH AND WIDTH AS
REQ'D FOR APPROVED
HOSE REEL BOLT PATTERN
(C12MIN.)
NOTE 2
NOTE 2
TYP.
2" C TO E
2" CL.
MAX
4"
FRONT ELEVATION SIDE ELEVATION
(ENLARGED)
NOTE(S):
1. EXHAUST REEL SUPPORT BY MISC METALS FSB AND SHALL BE DESIGNED BY A
PROFESSIONAL ENGINEER REGISTERED IN THE COMMONWEALTH OF MASSACHUSETTS.
2. COORDINATE SIZE AND LOCATION OF REELS WITH METAL BUILDING MANUFACTURER.
3. CONNECTION AT FRAMES SHALL BE DESIGNED BY BUILDING MANUFACTURER AND MISC
METALS DESIGNER TO SAFELY SUPPORT FRAME AND REEL DEAD LOAD IN ADDITION TO
200 LB IN ANY DIRECTION AT LOCATIONS SHOWN ABOVE, MAXIMUM ALLOWABLE
LATERAL DEFLECTION SHALL BE L/360.
4. COORDINATE HEIGHT REQUIREMENTS WITH EQUIPMENT DRAWINGS.
NOTE 2NOTE 2
NOTE(S):
1. HOSE REEL SUPPORT BY MISC METAL FSB AND SHALL BE DESIGNED BY A PROFESSIONAL
ENGINEER REGISTERED IN THE COMMONWEALTH OF MASSACHUSETTS.
2. COORDINATE SIZE AND LOCATION OF REELS WITH METAL BUILDING MANUFACTURER.
3. CONNECTION AT FRAMES SHALL BE DESIGNED BY BUILDING MANUFACTURER AND MISC
METALS DESIGNER TO SAFELY SUPPORT FRAME AND REEL DEAD LOAD IN ADDITION TO 200
LB IN ANY DIRECTION AT LOCATIONS SHOWN ABOVE, MAXIMUM ALLOWABLE LATERAL
DEFLECTION SHALL BE L/360.
4. COORDINATE HEIGHT REQUIREMENTS WITH EQUIPMENT DRAWINGS.
PL. 3/8" AS REQ'D"
BRACING BY MBM (TYP.)
L4x4 (TYP.)
FRAME BY MTL BLDG. MANUF.
PL. 1/4" GUSSET (TYP.)
L3x3 BRACE (TYP.)
L6x6 (TYP.)
REEL AND MOUNTING PLATE
TO SUITTO SUIT 4"SIDE ELEVATION
FRONT ELEVATION
PLAN NOTE 1
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
TOWN OF YARMOUTH
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
DECEMBER 24, 2019
TYPICAL DETAILS
II
S003
AAC
KMC
NMS
2170117
CONFORMED
SCALE: 3/4" = 1'-0"7 MASONRY PARTITION REINFORCING
SCALE: 3/4" = 1'-0"11 OVERHEAD DOOR SUPPORT DETAIL
SCALE: 3" = 1'-0"12 OVERHEAD DOOR SUPPORT SECTION
SCALE: 1/2" = 1'-0"6 MASONRY PARTITION FOUNDATION CANTILEVER
SCALE: 3/4" = 1'-0"4 TYPICAL MASONRY REINFORCING DETAILS
SCALE: 1" = 1'-0"1 MASONRY PARTITION BRACING DETAILS
SCALE: 1" = 1'-0"3 MASONRY LINTEL SCHEDULE
SCALE: 3/4" = 1'-0"9 TYPICAL COMPOSITE DECK DETAIL
SCALE: 3/4" = 1'-0"10 TYPICAL FRAMING DETAILS AT COMPOSITE DECK OPENINGS
SCALE: 1" = 1'-0"8 DOOR JAMB DETAIL (CMU)
SCALE: 1" = 1'-0"5 DOOR JAMB DETAIL (CONCRETE)
SCALE: 1/4" = 1'-0"2 EXHAUST REEL SUPPORT
SCALE: 1/4" = 1'-0"13 HOSE REEL SUPPORT
1
1
1
1 10/4/19 ADDENDUM #1
1
1
2
2
3
3
4
4
5
5
8
11.3 12.3
13
13.1
15
158.5 8.9 10.3
6
6
A.1
B
C
D D
L L
I.1
I.1
7
K K
J J
6.3
E E
G G
H H
F F
I
I
A
B.2
14.3
14.3
8.2
8.2
9 10 11 12
B.8
C.5
9.8
J.5
14
14
6.5
55' - 10"30' - 0"74' - 3"31' - 0"41' - 10"80' - 4"42' - 9"94' - 0"30' - 4"143' - 8"28' - 4"156' - 0"60' - 8"117' - 8"93' - 4"52' - 0"78' - 0"WORKSHOPS
BUILDING
EMPLOYEE
FACILITIES BUILDING
VEHICLE STORAGE BUILDING
VEHICLE STORAGE CANOPY
VEHICLE MAINTENANCE BUILDING
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
TOWN OF YARMOUTH
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
DECEMBER 24, 2019
OVERALL
FOUNDATION
PLAN
S101
AAC
KMC
NMS
2170117
CONFORMED
SCALE: 1/16" = 1'-0"1 OVERALL FOUNDATION PLAN
UP
11.3 12.3
13
13.1
15
158.5 8.9 10.3
A.1
B
C
D
A
B.2
14.3
14.3
9 10 11 12
B.8
C.5
9.8
3
S401
F6
[-4' - 6"]
F6
[-4' - 6"]
F4
[-4' - 2"]
14' - 6"26' - 6"13' - 6"25' - 4"28' - 0"22' - 3"26' - 6"14' - 0"
170' - 7"1' - 0"28' - 0"2' - 0"18' - 9"8' - 3"8' - 6"12' - 6"79' - 0"F4
[-4' - 2"]
F6
[-4' - 6"]
[-4' - 0"]
F10
[-5' - 0"]
F6
[-4' - 6"]
F10
[-5' - 0"]
F6
[-4' - 6"]
F6
[-4' - 6"]
F6
[-4' - 6"]
F6
[-4' - 6"]
F6
[-4' - 6"]
F6
[-4' - 6"]
F6
[-4' - 6"]
F6
[-5' - 6"]
F10
[-9' - 0"]F9
[-5' - 10"]F9
[-5' - 10"]
F10
[-6' - 0"]
F6
[-4' - 6"]
F6
[-4' - 6"]
F6
[-4' - 6"]
F6
[-4' - 6"]
F4
[-5' - 2"]F8
[-5' - 8"]
F10
[-6' - 0"]
P1 P4 P1
P1
P1
P1
P4
P4
P1
P1
P1P1P1
P1
P1P4P4P1
P3
P3 P1
P1P4
P2
P4
P1
1
S402
15' - 9"28' - 0"28' - 0"28' - 0"28' - 11"
MATCHLINE S102
MATCHLINE S103
MATCHLINE S102
MATCHLINE S103
14
14
STEP FOOTING
T.O. FND. WALL
EL. [-0'-8"]
T.O. PIER
EL. [-1'-0"]
T.O. PIER
EL. [-1'-0"]
T.O. PIER
EL. [-1'-0"]
T.O. PIER
EL. [-1'-0"]
T.O. PIER
EL. [-1'-0"]T.O. PIER
EL. [-1'-0"]
T.O. PIER
EL. [-1'-0"]
T.O. PIER
EL. [-1'-0"]
T.O. PIER
EL. [-1'-0"]
T.O. PIER
EL. [-1'-0"]T.O. PIER
EL. [-1'-0"]
T.O. PIER
EL. [-1'-0"]
T.O. PIER
EL. [-1'-0"]
T.O. PIER
EL. [-1'-0"]
T.O. PIER
EL. [-1'-0"]
T.O. PIER
EL. [-1'-0"]
T.O. PIER
EL. [-1'-0"]
T.O. PIER
EL. [-1'-0"]
T.O. PIER
EL. [-1'-0"]
T.O. PIER
EL. [-1'-0"]
T.O. PIER
EL. [-1'-0"]
T.O. PIER
EL. [-1'-0"]
T.O. PIER
EL. [-1'-0"]T.O. PIER
EL. [-1'-0"]
T.O. PIER
EL. [-1'-0"]
T.O. PIER
EL. [-1'-0"]
T.O. PIER
EL. [-1'-0"]
T.O. PIER
EL. [-1'-0"]
T.O. PIER
EL. [-1'-0"]
T.O. PIER
EL. [-1'-0"]
T.O. FND. WALL
EL. [-0'-8"]
1' - 0 1/2"
1' - 0 1/2"
T.O. PIER
EL. [-1'-0"]
T.O. PIER
EL. [-1'-0"]
4
S401
T.O. FND. WALL
EL. [-0'-8"]
T.O. FND. WALL
EL. [-0'-8"]
T.O. FND. WALL
EL. [-0'-8"]
T.O. FND. WALL
EL. [-0'-8"]
P3
F6
[-5' - 6"]
P1
P1
F6
[-5' - 6"][-4' - 0"]
[-4' - 0"]
4' - 0"9' - 7"
STEP FOOTING
(NOTE 6)
[-8' - 0"] [-6' - 0"]
[-5' - 0"]
5
S402
8
S401
P1
P2
P2
P2
4
S403
9
S401
[-4' - 0"][-4' - 0"][-4' - 0"][-5' - 0"][-4' - 0"]8' - 0"STEP FOOTING
[-5' - 0"]
T.O. FND. WALL
EL. [-0'-8"]
T.O. SHELF
EL. [-1'-4"]
T.O. FND. WALL
EL. [-0'-8"]
T.O. SHELF
EL. [-1'-4"]
T.O. FND. WALL
EL. [-2'-0"]
START LOWER SHELF
FOR MASONRY VENEER
8" TYP.8" (TYP.)FND. WALL
1' - 4"
WALL FTG.
3' - 0"
12
S403
P1
P1
11.3 12.3
13
13.1 158.5 8.9 10.3
A.1
B
C
D
A
B.2
14.3
9 10 11 12
B.8
C.5
9.8
3
S401
14' - 6"26' - 6"13' - 6"25' - 4"28' - 0"22' - 3"26' - 6"14' - 0"
170' - 7"
1
S402
28' - 0"28' - 0"28' - 0"28' - 11"
MATCHLINE S1.02
MATCHLINE S1.03
MATCHLINE S1.02
MATCHLINE S1.03
14
4
S401
1' - 0"28' - 0"2' - 0"18' - 9"8' - 3"8' - 6"12' - 6"79' - 0"H.P.
H.P.
L.P. @ DRAIN
EL. (-1")H.P.H.P.
H.P.
L.P. @ DRAIN
EL. (-1")H.P.H.P.
H.P.
L.P. @ DRAIN
EL. (-1")H.P.34' - 6"14' - 0"T.O. KNEEWALL
EL. [3'-4"]
T.O. SHELF
EL. [-0' 8"]
T.O. KNEEWALL EL. (3'-4")
T.O. SHELF EL. (-0'-8")
8"8"T.O. WALL
EL. (-0' 8")
T.O. WALL
EL. (-0' 8")
T.O. WALL
EL. (-0' 8")
T.O. WALL EL. (-0' 8")
T.O. WALL
EL. (-0' 8")
T.O. WALL EL. (-0' 8")
T.O. KNEEWALL EL. [3'-4"]
T.O. SHELF EL. [-0'-8"]
T.O. KNEEWALL EL. (3'-4")
T.O. SHELF EL. (-0'-8")
T.O. KNEEWALL EL. (3'-4")
T.O. SHELF EL. (-0'-8")
T.O. KNEEWALL EL. (3'-4")
T.O. SHELF EL. (-0'-8")
T.O. KNEEWALL EL. (3'-4")
T.O. SHELF EL. (-0'-8")
T.O. KNEEWALL EL. (3'-4")
T.O. SHELF EL. (-0'-8")
T.O. KNEEWALL
EL. (3' 4")
T.O. WALL EL. (-0' 8")
T.O. WALL EL. (-0' 8")
T.O. WALL EL. (-0' 8")
6" SLAB ON GRADE W/ ONE LAYER
OF 4X4 W2.9 X W2.9 WELDED WIRE
FABRIC IN TOP THIRD OF SLAB
8" SLAB ON GRADE WITH
6X6 W4.0XW4.0 WELDED
WIRE REINFORCING IN
TOP THIRD OF SLAB
5
S402
8
S401
STEP IN WALL
T.O.W. EL. 4'-4"
L-4 L-7
L-7L-4
8" CMU WALL
4'-0" SLAB HAUNCH BELOW
MASONRY PARTITION
WALL (TYP.) SEE TYPICAL
DETAIL 6/S003
8" CMU WALL
4
S403
23' - 0"
(2) #4 BARS AT EACH
DOOR TO BE PLACED IN
TOP THIRD OF SLAB (TYP.)
9
S401
11
S401
C8X11.5
DOOR JAMB
14' - 0"C8X11.5
DOOR JAMB
C8X11.5
DOOR JAMB
12' - 0"T.O. SHELF
EL. [-1'-4"]
T.O. SHELF
EL. [-1'-4"]
T.O. SHELF EL. [-2'-0"]
DEPRESS SLAB AS REQUIRED
FOR SHOWER, COORDINATE
WITH PLUMBING
T.O. WALL
EL. [-0'-8"]
12
S403
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
TOWN OF YARMOUTH
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
DECEMBER 24, 2019
FOUNDATION AND
SLAB PLANS -
SHOPS &
EMPLOYEE
FACILITIES
S102
AAC
KMC
NMS
2170117
CONFORMED
SCALE: 1/8" = 1'-0"1 SHOPS & EMPLOYEE FACILITIES FOUNDATION PLAN
SCALE: 1/8" = 1'-0"2 SHOPS & EMPLOYEE FACILITIES SLAB PLAN
NOTES:
1. COORDINATE ALL WORK (INCLUDING FLOOR ELEVATIONS, DIMENSIONS, FINISH DETAILS,
PENETRATIONS, ETC.) WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING
DRAWINGS.
2. [XX'-XX"] INDICATES BOTTOM OF FOOTING ELEVATION. ALL EXTERIOR FOOTING SHALL BE
LOCATED A MINIMUM OF 4'-0" BELOW FINISHED GRADE.
3. F# -INDICATES NEW CONCRETE FOOTING TYPE. SEE "FOOTING SCHEDULE ON SHEET S401.
4. P# -INDICATES NEW CONCRETE PIER TYPE. SEE "PIER SCHEDULE" ON SHEET S401.
5. A RELATIVE ELEVATION OF 0'-0" CORRELATES WITH A PROJECT ELEVATION OF 20.0'.
6. COORDINATE LOCATION OF STEP FOOTINGS WITH LOCATIONS OF ALL UTILITY
PENETRATIONS. UTILITIES SHALL NOT PASS THROUGH OR UNDER A BUILDING FOOTING.
REFER TO DETAIL 4/S002
NOTES:
1. COORDINATE ALL WORK (INCLUDING FLOOR ELEVATIONS, DIMENSIONS, FINISH
DETAILS, PENETRATIONS, ETC) WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL,
AND PLUMBING DRAWINGS.
2. H.P. DESIGNATES HIGH POINTS IN SLAB AT ELEVATION 0'-0". SLOPE SLAB FROM H.P. TO
DRAINS. MAXIMUM SLOPE TO DRAIN SHALL BE 1/8" PER FOOT.
3. F.D. INDICATES FLOOR DRAIN LOCATIONS. COORDINATE DRAIN LOCATIONS WITH
PLUMBING.
4. A RELATIVE ELEVATION OF 0'-0" CORRELATES WITH A PROJECT ELEVATION OF 20.0'.
5. COORDINATE MASONRY WALLS AND WALL OPENINGS (VENTS, WINDOWS, DOORS,
ETC.) WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS.
6. L# INDICATES CONCRETE MASONRY UNIT (CMU) LINTEL TYPE. REFER TO CMU LINTEL
SCHEDULE ON S003 FOR LINTEL INFORMATION. STEEL LINTELS SHALL NOT BE USED IN
INTERIOR CONCRETE MASONRY CONSTRUCTION.
7. LOCATION OF CONSTRUCTION JOINTS AND SAW JOINTS SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR. REFER TO GENERAL NOTES FOR SPACING
REQUIREMENTS. SUBMIT JOINT LOCATIONS TO THE ENGINEER FOR APPROVAL.
REFER TO S002 FOR TYPICAL DETAILS.
3 10/11/19 ADDENDUM #3
3
3
UP
11.3 12.3 13 13.18.5 8.9 10.36
D
I.1
E
G
H
F
I
8.2 9 10 11 129.8
2
S402
2
S401 18' - 0"18' - 0"28' - 0"15' - 0"14' - 4"93' - 4"F9
[-5' - 10"]
F6
[-5' - 6"]
F10
[-6' - 0"]
F10
[-6' - 0"]F9
[-5' - 10"]
F9
[-5' - 10"]
F10
[-9' - 0"]
F4
[-7' - 2"]
F4
[-7' - 2"]
F4
[-7' - 2"]
F4
[-7' - 2"]
F10
[-6' - 0"]
F10
[-6' - 0"]F10
[-6' - 0"]F10
[-6' - 0"]
F10X8
[-5' - 8"]
F4
[-8' - 2"]
F4
[-5' - 2"]
F4
[-5' - 2"]
F4
[-5' - 2"]
P2
P2
P4
P2
P4
P4
P4
P2 P3
P3
P1 P1
P2
P2
P2
P2 P2
P4
P4
P4
P4
P2
P2P2
P2P2
MATCHLINE S102
MATCHLINE S103
MATCHLINE S103
MATCHLINE S105
MATCHLINE S105MATCHLINE S1046.5
T.O. PIER
EL. [-2'-0"]
T.O. PIER
EL. [-2'-0"]
T.O. PIER
EL. [-2'-0"]
T.O. PIER
EL. [-2'-0"]
T.O. PIER
EL. [-2'-0"]
T.O. PIER
EL. [-2'-0"]
T.O. PIER
EL. [-2'-0"]
T.O. PIER
EL. [-2'-0"]T.O. PIER
EL. [-2'-0"]
T.O. PIER
EL. [-2'-0"]
T.O. PIER
EL. [-2'-0"]
T.O. PIER
EL. [-2'-0"]
T.O. PIER
EL. [-2'-0"]
T.O. PIER
EL. [-2'-0"]
T.O. PIER
EL. [-2'-0"]
T.O. PIER
EL. [-2'-0"]
T.O. PIER
EL. [-2'-0"]
T.O. PIER
EL. [-2'-0"]
T.O. PIER
EL. [-2'-0"]
T.O. PIER
EL. [-2'-0"]
T.O. PIER
EL. [-2'-0"]
T.O. PIER
EL. [-2'-0"]
T.O. PIER
EL. [-2'-0"]
T.O. PIER
EL. [-2'-0"]
T.O. PIER
EL. [-2'-0"]T.O. PIER
EL. [-2'-0"]
T.O. PIER
EL. [-2'-0"]
T.O. FND. WALL
EL. [-2'-0"]
T.O. FND. WALL
EL. [-1'-8"]
T.O. FND. WALL
EL. [-1'-8"]
F8
[-5' - 8"]P4
[-7' - 0"]
[-5' - 0"][-5' - 0"]
[-5' - 0"]
8' - 0"
4' - 0"
[-5' - 0"][-5' - 0"][-5' - 0"]
STEP FOOTING 7' - 0"4' - 0"[-5' - 0"] [-6' - 0"][-8' - 0"]STEP FOOTINGCOORDINATE WITH UTILITIES5
S402
6
S402 7
S402
10
S401
SIM
T.O. PIER
EL. [-2'-0"]
11' - 9"28' - 0"12' - 3"14' - 6"1' - 3"25' - 3"2' - 9"10' - 9"17' - 3"8' - 1"19' - 11"8' - 1"20' - 10"1' - 5"
180' - 8"
P1
F10
[-6' - 0"]
F3
[-4' - 0"]
FOOTING BELOW PRE-
FABRICATED TRENCH DRAIN
CATCH BASIN. COORDINATE
LOCATION WITH PLUMBING DWGS.
AND APPROVED SHOP DWGS.7' - 0"STEP
FOOTING
[-7' - 0"] [-5' - 0"]
SANITARY SEWER LINE, SEE
PLUMBING AND CIVIL DWGS.
COORDINATE STEP FOOTINGS
WITH UTILITIES
[-5' - 10"]
F9F10X8
[-7' - 8"]
FND. WALL
1' - 4"
WALL FTG.
3' - 0"8" TYP.8" TYP.
12
S403
8
8
6
6
8.2
8.2
I.1 I.1II
6.5
6.5
9
9
10
10
8.5
8.5
9.8
9.8
10.3
10.3
D D
8.9
8.9
8 136
D
I.1
7
E
G
H
F
I
8.2 9 10 11 12
2
S402
2
S401 18' - 0"18' - 0"28' - 0"15' - 0"14' - 4"93' - 4"18' - 6"18' - 6"2' - 9"28' - 0"28' - 0"28' - 0"28' - 0"28' - 11"
180' - 8"
MATCHLINE S1.03
MATCHLINE S1.04
MATCHLINE S1.03
MATCHLINE S1.05
MATCHLINE S1.04MATCHLINE S1.056.5
8" SLAB ON GRADE WITH ONE
LAYER 6X6 W4.0 X W4.0 WELDED
WIRE REINFORCEMENT IN TOP
THIRD OF SLAB
T.O. KNEEWALL EL. (3' 4")
T.O. SHELF EL. (-2' 0")
T.O. KNEEWALL EL. (3' 4")
T.O. SHELF EL. (-2' 0")
T.O. KNEEWALL EL. (3' 4")
T.O. SHELF EL. (-2' 0")
T.O. KNEEWALL EL. (3' 4")
T.O. SHELF EL. (-2' 0")
T.O. KNEEWALL EL. (3' 4")
T.O. SHELF EL. (-2' 0")
T.O. WALL
EL. (-2' 0")
T.O. WALL
EL. (-2' 0")
T.O. WALL
EL. (-2' 0")
T.O. KNEEWALL EL. (3' 4")
T.O. SHELF EL. (-2' 0")
T.O. KNEEWALL EL. (3' 4")
T.O. KNEEWALL EL. (3' 4")
T.O. WALL EL. (-2' 0")
T.O. WALL EL. (-2' 0")
5
S402
7
S402
1
S403
L-4
L-4
MATCHLINE S1.03
MATCHLINE S1.04
(2) #4 BARS AT EACH DOOR
TO BE PLACED IN TOP THIRD
OF SLAB (TYP.)
10
S401
SIM
T.O. KNEEWALL EL. (3' 4")
T.O. SHELF EL. (-2' 0")42' - 0"L.P. OF SLAB @ RIM
OF TRENCH DRAIN,
EL. [-0'-5"]42' - 0"1
S403
SIM
1
S403
SIM
PRE-FABRICATED TRENCH DRAIN
AND CATCH BASIN. COORDINATE
WITH PLUMBING DWGS. AND
APPROVED SHOP DWGS.
SQ.
2' - 0"
(2) #4 BARS X 4'-0" @
EACH CORNER OF
TRENCH DRAIN (TYP.)
PRE-FABRICATED TRENCH
DRAIN. COORDINATE WITH
PLUMBING DWGS. AND
APPROVED SHOP DWGS.
PRE-FABRICATED TRENCH
DRAIN. COORDINATE WITH
PLUMBING DWGS. AND
APPROVED SHOP DWGS.
T.O. KNEEWALL EL. (3' 4")
T.O. SHELF EL. (-2' 0")
11
S403
12
S403
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
TOWN OF YARMOUTH
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
DECEMBER 24, 2019
FOUNDATION AND
SLAB PLANS -
VEHICLE
STORAGE
S103
AAC
KMC
NMS
2170117
CONFORMED
SCALE: 1/8" = 1'-0"1 VEHICLE STORAGE FOUNDATION PLAN
SCALE: 1/8" = 1'-0"2 VEHICLE STORAGE SLAB PLAN
NOTES:
1. COORDINATE ALL WORK (INCLUDING FLOOR ELEVATIONS, DIMENSIONS, FINISH
DETAILS, PENETRATIONS, ETC.) WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL,
AND PLUMBING DRAWINGS.
2. [XX'-XX"] INDICATES BOTTOM OF FOOTING ELEVATION. ALL EXTERIOR FOOTING
SHALL BE LOCATED A MINIMUM OF 4'-0" BELOW FINISHED GRADE.
3. F# -INDICATES NEW CONCRETE FOOTING TYPE. SEE "FOOTING SCHEDULE ON
SHEET S401.
4. P# -INDICATES NEW CONCRETE PIER TYPE. SEE "PIER SCHEDULE" ON SHEET S401.
5. A RELATIVE ELEVATION OF 0'-0" CORRELATES WITH A PROJECT ELEVATION OF 20.0'.
NOTES:
1. COORDINATE ALL WORK (INCLUDING FLOOR ELEVATIONS, DIMENSIONS, FINISH
DETAILS, PENETRATIONS, ETC) WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL,
AND PLUMBING DRAWINGS.
2. H.P. DESIGNATES HIGH POINTS IN SLAB AT ELEVATION -1'-0". SLOPE SLAB FROM H.P.
TO DRAINS. MAXIMUM SLOPE TO DRAIN SHALL BE 1/8" PER FOOT.
3. F.D. INDICATES FLOOR DRAIN LOCATIONS. COORDINATE DRAIN LOCATIONS WITH
PLUMBING.
4. A RELATIVE ELEVATION OF 0'-0" CORRELATES WITH A PROJECT ELEVATION OF 20.0'.
5. COORDINATE MASONRY WALLS AND WALL OPENINGS (VENTS, WINDOWS, DOORS,
ETC.) WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING
DRAWINGS.
6. L# INDICATES CONCRETE MASONRY UNIT (CMU) LINTEL TYPE. REFER TO CMU
LINTEL SCHEDULE ON S003 FOR LINTEL INFORMATION. STEEL LINTELS SHALL NOT
BE USED IN INTERIOR CONCRETE MASONRY CONSTRUCTION.
7. LOCATION OF CONSTRUCTION JOINTS AND SAW JOINTS SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR. REFER TO GENERAL NOTES FOR SPACING
REQUIREMENTS. SUBMIT JOINT LOCATIONS TO THE ENGINEER FOR APPROVAL.
REFER TO S002 FOR TYPICAL DETAILS.
1 2 3 4 5 86
L
I.1
7
K
J
6.3
I
8.2
J.5
1
S401
MATCHLINE S103
MATCHLINE S104
MATCHLINE S104MATCHLINE S105MATCHLINE S1.04MATCHLINE S1.056.5
T.O. PIER
E.L. [-2'-0"]
T.O. FND. WALL
EL. [-2'-4"]
T.O. FND. WALL
EL. [-2'-4"]
T.O. FND. WALL
EL. [-2'-4"]
T.O. FND. WALL
EL. [-2'-4"]
T.O. PIER
E.L. [-2'-0"]T.O. PIER
E.L. [-2'-0"]
T.O. PIER
E.L. [-2'-0"]T.O. PIER
E.L. [-2'-0"]
T.O. PIER
E.L. [-2'-0"]
T.O. PIER
E.L. [-2'-0"]
T.O. PIER
E.L. [-2'-0"]
T.O. PIER
E.L. [-2'-0"]
T.O. PIER
E.L. [-2'-0"]
T.O. PIER
E.L. [-2'-0"]
T.O. PIER
E.L. [-2'-0"]
T.O. PIER
E.L. [4'-4"]
T.O. PIER
E.L. [-2'-0"]
T.O. PIER
E.L. [-2'-0"]
T.O. PIER
E.L. [-2'-0"]
T.O. PIER
E.L. [-2'-0"]
T.O. PIER
E.L. [-2'-0"]
T.O. PIER
E.L. [-2'-0"]
T.O. PIER
E.L. [-2'-0"]
T.O. PIER
E.L. [-2'-0"]
T.O. PIER
E.L. [-2'-0"]
T.O. PIER
E.L. [-2'-0"]
T.O. PIER
E.L. [-2'-0"]
P1
P1
P4
P4
P1 P1 P3 P3 P3
P3 P1
P1
P4
P4
P1
P1
P1
P1
P3
P3P1P1F6
[-5' - 6"]F8
[-5' - 8"]
F8
[-5' - 8"]
F8
[-5' - 8"]
F8
[-5' - 8"]
F10X8
[-7' - 8"]
[-5' - 6"]
[-5' - 6"]
[-5' - 8"]
F10
[-6' - 0"]
F6
[-7' - 6"]
F6
[-4' - 2"]
F6
[-4' - 2"]
F6
[-7' - 6"]
F6
[-7' - 6"]
F8
[-9' - 8"][-9' - 8"]
F8
[-5' - 8"]
F8
[-5' - 8"]
F8
[-5' - 8"]
F8
[-5' - 8"]
F6
[-5' - 6"]
F4
[-5' - 2"]
F4
[-5' - 2"]
[-9' - 6"]
P4
25' - 4"26' - 7"21' - 7"20' - 8"23' - 6"18' - 6"18' - 6"
154' - 8"
6' - 4"1' - 6"6
S401
10
S401 [-7' - 0"]
11' - 6"4' - 0"
[-5' - 0"] [-7' - 0"] [-9' - 0"]
STEP FOOTING
F6
F6
F8
F6
F8
6
S402
4
S402
2
S401
SIM
8"19' - 4"11' - 0"8' - 4"20' - 0"59' - 4"P3
P2
T.O. PIER
E.L. [-2'-0"]
F10x6
[-4' - 2"]
F10x6
[-4' - 2"]
F10x6
[-6' - 6"]
8
S403
F3
[-5' - 0"]
F3
[-5' - 0"]
F3
[-5' - 0"]
F3
[-5' - 0"]
F3
[-5' - 0"]
F3
[-5' - 0"]
T.O. PIER EL. (-1'-8")
T.O. PIER EL. (-1'-8")
T.O. PIER EL. (-1'-8")
SQ.
4' - 4"SQ.3' - 4"8" CONCRETE
WALL
[-8' - 2"]
5
S403
9
S403
INGROUND LIFT FOUNDATION SLAB. VERIFY
FOUNDATION SLAB ELEVATION AND
DIMENSIONS WITH MANUFACTURER'S
RECOMMENDATIONS [-7' - 8"]
6
S403 4' - 6"2' - 5 3/8"[-5' - 0"]
[-5' - 0"][-5' - 0"]
7' - 0"
[-9' - 0"] [-7' - 0"]
P1
P1
T.O. PIER
EL. [-2'-0"]
10
S403 8' - 0"[-7' - 0"][-5' - 0"]
STEP
FOOTING
OIL WATER
SEPARATOR SEE
PLUMBING AND
CIVIL DWGS.
COORDINATE STEP FOOTING WITH UTILITIES
STEP FOOTING
14' - 0"
[-5' - 0"] [-7' - 0"]
SANITARY SEWER LINE,
SEE PLUMBING AND CIVIL
DWGS. COORDINATE STEP
FOOTINGS WITH UTILITIES8" TYP.8" TYP.FND. WALL1' - 4"WALL FTG.3' - 0"1 2 3 4 5 86
L
I.1
7
K
J
6.3
I
8.2
J.5
1
S401
MATCHLINE S1.03
MATCHLINE S1.04
MATCHLINE S1.04MATCHLINE S1.05MATCHLINE S1.04MATCHLINE S1.056.5
25' - 4"26' - 7"21' - 7"20' - 8"23' - 6"18' - 6"18' - 6"
154' - 8"8"19' - 4"11' - 0"8' - 4"20' - 0"59' - 4"6
S401
10
S401
T.O. KNEEWALL EL. (3' 4")
T.O. SHELF EL. (-2' 0")
T.O. WALL EL. (-2' 0")
T.O. KNEEWALL EL. (3' 4")
T.O. SHELF EL. (-2' 0")T.O. WALL
EL. (-2' 0")
T.O. KNEEWALL EL. (3' 4")
T.O. SHELF EL. (-2' 0")
T.O. WALL
EL. (-2' 0")
T.O. KNEEWALL EL. (3' 4")
T.O. SHELF EL. (-2' 0")
T.O. WALL
EL. (-2' 4")T.O. WALL EL (-2' 0")
T.O. KNEEWALL
EL. (3' 4")
T.O. SHELF
EL. (-2' 0")
T.O. KNEEWALL
EL. (3' 4")
T.O. SHELF
EL. (-2' 0")
T.O. KNEEWALL EL. (3' 4")
T.O. SHELF EL. (-2' 0")T.O. WALL
EL. (-2' 0")
T.O. KNEEWALL EL. (3' 4")
T.O. SHELF EL. (-2' 0")T.O. KNEEWALL EL. (3' 4")
T.O. SHELF EL. (-2' 0")
T.O. KNEEWALL EL. (3' 4")
T.O. SHELF EL. (-2' 0")T.O. KNEEWALL EL. (3' 4")
T.O. SHELF EL. (-2' 0")
T.O. KNEEWALL EL. (3' 4")
T.O. SHELF EL. (-2' 0")
T.O. KNEEWALL
EL. (3' 4")
T.O. SHELF
EL. (-2' 0")
T.O. WALL EL. (-2' 0")T.O. WALL EL. (-2' 0")
T.O. WALL EL. (-2' 0")
T.O. WALL EL. (-2' 0")
8" SLAB ON GRADE WITH (2)
LAYERS OF 4X4 W4.0 X W4.0
WELDED WIRE REINFORCEMENT
IN TOP & BOTTOM OF SLAB WITH
RADIANT TUBE HEATING
6
S402
4
S402
2' - 5 3/8"4' - 6"12' - 4 5/8"3
S403
8
S403
L-7L-7L-4L-6L-4
8" 2 HOUR
FIRE RATING
CMU WALLL-7L-48" CMU WALL
8" CMU WALL
8" CMU WALL
8" CMU
WALL
8" CMU WALL
8" CMU WALL
4'-0" SLAB HAUNCH BELOW
MASONRY PARTITION
WALL (TYP.) SEE TYPICAL
DETAIL 6/S003
FLUIDS
STORAGE
SUMP, RIM
EL [-0'-1"]
S501
1
3
S501
6
S501
HAUNCH SLAB AT
POSTS FOR VEHICLE
LIFTS, SEE NOTE 8
HAUNCH SLAB AT
POSTS FOR VEHICLE
LIFTS, SEE NOTE 8
HAUNCH SLAB AT
POSTS FOR VEHICLE
LIFTS, SEE NOTE 8
HAUNCH SLAB AT
POSTS FOR VEHICLE
LIFTS, SEE NOTE 8
34' - 0"5
S403
2
S403
H.P.
H.P.H.P.H.P.8"
SUMP PIT
RIM EL.
[-0'-3"]
(2) #4 BARS X
4'-0" @ EACH
CORNER OF
SUMP PIT
(2) #4 BARS X
4'-0" @ EACH
CORNER OF
TRENCH DRAIN
9
S403
T.O. WALL EL (-2' 0")
(2) #4 BARS AT EACH
DOOR TO BE PLACED IN
TOP THIRD OF SLAB (TYP.)
6
S403
L.P. @ DRAIN
EL. [-0'-1"]
L.P. @ DRAIN
EL. [-0'-1"]
L.P. @ DRAIN
EL. [-0'-1"]
L.P. @ DRAIN
EL. [-0'-1"]
L.P. @ DRAIN
EL. [-0'-1"]
L.P. @ DRAIN
EL. [-0'-1"]
L.P. @ DRAIN
EL. [-0'-1"]
H.P.H.P.H.P.
H.P.
H.P.
H.P.H.P.H.P.
H.P.H.P.H.P.H.P.
H.P.
HAUNCH SLAB AROUND
INGROUND LIFT
(2) #4 BARS X
4'-0" @ EACH
CORNER OF
SUMP
T.O. KNEEWALL
EL. (3' 4")
T.O. SHELF
EL. (-2' 0")
OIL WATER SEPARATOR
COORDINATE WITH
PLUMBING AND CIVIL
DWGS.
8" Concrete
10
S403
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
TOWN OF YARMOUTH
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
DECEMBER 24, 2019
FOUNDATION AND
SLAB PLANS -
VEHICLE
MAINTENANCE
S104
AAC
KMC
NMS
2170117
CONFORMED
SCALE: 1/8" = 1'-0"1 VEHICLE MAINTENANCE FOUNDATION PLAN
SCALE: 1/8" = 1'-0"2 VEHICLE MAINTENANCE SLAB PLAN
NOTES:
1. COORDINATE ALL WORK (INCLUDING FLOOR ELEVATIONS, DIMENSIONS, FINISH DETAILS,
PENETRATIONS, ETC.) WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING
DRAWINGS.
2. [XX'-XX"] INDICATES BOTTOM OF FOOTING ELEVATION. ALL EXTERIOR FOOTING SHALL BE
LOCATED A MINIMUM OF 4'-0" BELOW FINISHED GRADE.
3. F# -INDICATES NEW CONCRETE FOOTING TYPE. SEE "FOOTING SCHEDULE ON SHEET S401.
4. P# -INDICATES NEW CONCRETE PIER TYPE. SEE "PIER SCHEDULE" ON SHEET S401.
5. A RELATIVE ELEVATION OF 0'-0" CORRELATES WITH A PROJECT ELEVATION OF 20.0'.
NOTES:
1. COORDINATE ALL WORK (INCLUDING FLOOR ELEVATIONS, DIMENSIONS, FINISH
DETAILS, PENETRATIONS, ETC) WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL,
AND PLUMBING DRAWINGS.
2. H.P. DESIGNATES HIGH POINTS IN SLAB AT ELEVATION -1'-0". SLOPE SLAB FROM H.P.
TO DRAINS. MAXIMUM SLOPE TO DRAIN SHALL BE 1/8" PER FOOT.
3. F.D. INDICATES FLOOR DRAIN LOCATIONS. COORDINATE DRAIN LOCATIONS WITH
PLUMBING.
4. A RELATIVE ELEVATION OF 0'-0" CORRELATES WITH A PROJECT ELEVATION OF 19.0'.
5. COORDINATE MASONRY WALLS AND WALL OPENINGS (VENTS, WINDOWS, DOORS,
ETC.) WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS.
6. L# INDICATES CONCRETE MASONRY UNIT (CMU) LINTEL TYPE. REFER TO CMU LINTEL
SCHEDULE ON S003 FOR LINTEL INFORMATION. STEEL LINTELS SHALL NOT BE USED IN
INTERIOR CONCRETE MASONRY CONSTRUCTION.
7. LOCATION OF CONSTRUCTION JOINTS AND SAW JOINTS SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR. REFER TO GENERAL NOTES FOR SPACING
REQUIREMENTS. SUBMIT JOINT LOCATIONS TO THE ENGINEER FOR APPROVAL.
REFER TO S002 FOR TYPICAL DETAILS.
8. COORDINATE LOCATION AND DIMENSIONS OF HAUNCHED SLAB WITH APPROVED
SHOP DRAWINGS AND LIFT MANUFACTURER. HAUNCH SLAB TO 16" DEPTH. PROVIDE #
4 @ 6" BOTH WAYS AT BOTTOM OF SLAB IN HAUNCH LOCATIONS. WWF IS TO
CONTINUE THROUGH HAUNCH LOCATIONS. HYDRAULIC LINE IS TO BE SET INTO SLAB,
PROVIDE DEPRESSION IN SLAB FOR THE HYDRAULIC LINE. COORDINATE WITH
EQUIPMENT DRAWINGS AND APPROVED SHOP DRAWINGS.
8 13
I.1
J
I
8.2 9 10 11 12
J.5
2' - 9"28' - 0"28' - 0"28' - 0"28' - 0"28' - 11"
143' - 8"19' - 4"11' - 0"30' - 4"F10X8
[-5' - 8"]
F10
[-6' - 0"]
F10
[-6' - 0"]
F10
[-6' - 0"]
F10
[-6' - 0"]
F8
[-7' - 8"]
F8
[-5' - 8"]
F8
[-5' - 8"]
F8
[-5' - 8"]
F8
[-5' - 8"]
F8
[-5' - 8"]
P1AP1AP1AP1AP1AP1A
MATCHLINE S103
MATCHLINE S105
MATCHLINE S104MATCHLINE S105T.O. PIER
EL. [-2'-0"]
T.O. PIER
EL. [-2'-0"]
T.O. PIER
EL. [-2'-0"]
T.O. PIER
EL. [-2'-0"]
T.O. PIER
EL. [-2'-0"]T.O. PIER
EL. [-2'-0"]
T.O. PIER
EL. [3'-4"]
T.O. PIER
EL. [3'-4"]
T.O. PIER
EL. [3'-4"]
T.O. PIER
EL. [3'-4"]
T.O. PIER
EL. [3'-4"]
T.O. PIER
EL. [3'-4"]
T.O. FND. WALL
EL. [-1'-8"]
T.O. FND. WALL
EL. [-2'-0"]
T.O. FND. WALL
EL. [-2'-0"]
T.O. FND. WALL
EL. [-2'-0"]
T.O. PIER
EL. [-2'-0"]
T.O. PIER
EL. [-2'-0"]
[-5' - 0"]
[-7' - 0"]
[-5' - 0"][-5' - 0"]
[-5' - 0"]
[-5' - 0"][-5' - 0"]
3
S402
7
S402
12' - 0"
STEP FOOTING
8 13
I.1
J
I
8.2 9 10 11 12
J.5
2' - 9"28' - 0"28' - 0"28' - 0"28' - 0"28' - 11"
143' - 8"8"19' - 4"11' - 0"31' - 0"MATCHLINE S103
MATCHLINE S105
MATCHLINE S104MATCHLINE S1053
S402
7
S402
10
S401
SIM
F.D. EL. [-0'-1"]F.D. EL. [-0'-1"]F.D. EL. [-0'-1"]F.D. EL. [-0'-1"]F.D. EL. [-0'-1"]
H.P.H.P.H.P.H.P.H.P.
H.P.H.P.H.P.H.P.H.P.H.P.H.P.H.P.H.P.H.P.H.P.(2) #4 BARS AT EACH DOOR
TO BE PLACED IN TOP THIRD
OF SLAB (TYP.)
(2) #5 X 6'-0" AROUND
PIERS TO BE PLACED IN
TOP THIRD OF SLAB (TYP.)
(2) #5 X 10'-0" ALONG
FRONT OF PIERS TO BE
PLACED IN TOP THIRD OF
SLAB (TYP.)
8" SLAB ON GRADE WITH ONE
LAYER 6X6 W6.0 X W6.0 WELDED
WIRE REINFORCEMENT IN TOP
THIRD OF SLAB
8 13
I.1
J
I
8.2 9 10 11 12
3
S302
J.58"19' - 4"11' - 0"CANOPY MONOSLOPE FRAMECANOPY MONOSLOPE FRAMECANOPY MONOSLOPE FRAMECANOPY MONOSLOPE FRAMECANOPY MONOSLOPE FRAMECANOPY MONOSLOPE FRAME2' - 9"28' - 0"28' - 0"28' - 0"28' - 0"28' - 11"
140' - 11"31' - 0"MATCHLINE S204MATCHLINE S105SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
TOWN OF YARMOUTH
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
DECEMBER 24, 2019
FOUNDATION AND
SLAB PLAN -
CANOPY
S105
AAC
KMC
NMS
2170117
CONFORMED
SCALE: 1/8" = 1'-0"1 CANOPY FOUNDATION PLAN
SCALE: 1/8" = 1'-0"2 CANOPY SLAB PLAN
NOTES:
1. COORDINATE ALL WORK (INCLUDING FLOOR ELEVATIONS, DIMENSIONS, FINISH DETAILS,
PENETRATIONS, ETC.) WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING
DRAWINGS.
2. [XX'-XX"] INDICATES BOTTOM OF FOOTING ELEVATION. ALL EXTERIOR FOOTING SHALL BE
LOCATED A MINIMUM OF 4'-0" BELOW FINISHED GRADE.
3. F# -INDICATES NEW CONCRETE FOOTING TYPE. SEE "FOOTING SCHEDULE ON SHEET S401.
4. P# -INDICATES NEW CONCRETE PIER TYPE. SEE "PIER SCHEDULE" ON SHEET S401.
5. A RELATIVE ELEVATION OF 0'-0" CORRELATES WITH A PROJECT ELEVATION OF 20.0'.
NOTES:
1. COORDINATE ALL WORK (INCLUDING FLOOR ELEVATIONS, DIMENSIONS, FINISH
DETAILS, PENETRATIONS, ETC) WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL,
AND PLUMBING DRAWINGS.
2. H.P. DESIGNATES HIGH POINTS IN SLAB AT ELEVATION -1'-0". SLOPE SLAB FROM H.P.
TO DRAINS. MAXIMUM SLOPE TO DRAIN SHALL BE 1/8" PER FOOT.
3. F.D. INDICATES FLOOR DRAIN LOCATIONS. COORDINATE DRAIN LOCATIONS WITH
PLUMBING.
4. A RELATIVE ELEVATION OF 0'-0" CORRELATES WITH A PROJECT ELEVATION OF 20.0'.
5. LOCATION OF CONSTRUCTION JOINTS AND SAW JOINTS SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR. REFER TO GENERAL NOTES FOR SPACING
REQUIREMENTS. SUBMIT JOINT LOCATIONS TO THE ENGINEER FOR APPROVAL.
REFER TO S003 FOR TYPICAL DETAILS.
NOTES:
1. MBM SHALL DESIGN AND FURNISH ALL SUPPLEMENTAL FRAMING FOR ROOF OPENINGS,
ROOFTOP EQUIPMENT, AND ROOF PENETRATIONS AS REQUIRED. COORDINATE QUANTITIES,
WEIGHTS, AND LOCATIONS WITH ARCHITECTURAL, HVAC, EQUIPMENT, MECHANICAL, AND
ELECTRICAL DRAWINGS.
2. ROOF PURLINS ARE SHOWN SCHEMATICALLY ONLY. QUANTITY, SPACING, LOCATIONS, AND
DIMENSIONS OF ROOF PURLINS SHALL BE DESIGNED AND FURNISHED BY MBM.
3. PRIMARY AND SECONDARY FRAMING AT VEHICLE CANOPY SHALL BE HOT-DIPPED GALVANIZED.
SCALE: 1/8" = 1'-0"3 VEHICLE CANOPY ROOF FRAMING PLAN
5 8
11.3 12.3
13
13 13.18.5 8.9 10.3
6
6 C
D
L
I.1
7
K
J
6.3
E
G
H
F
I
8.2 9 10
10
11
11
12
12
C.5
9.8
J.5
S203
1
14' - 6"26' - 6"13' - 6"25' - 4"28' - 0"22' - 3"8' - 6"12' - 6"18' - 0"18' - 0"28' - 0"15' - 0"14' - 4"8"19' - 4"11' - 0"8' - 4"20' - 0"14
6.5
6.5
23' - 6"6' - 4"12' - 2"18' - 6"2' - 9"28' - 0"28' - 0"28' - 0"28' - 0"28' - 11"
1
1
2
2
3
3
4
4
5
5
8
11.3 12.3
13
13.1 158.5 8.9 10.3
6
6
A.1
B
C
D
L
I.1
7
7
K
J
E
G
H
F
I
A
B.2
14.3
8.2
8.2
9 10 11 12
B.8
C.5
9.8
J.5
S202
1
S203
2
S204
2
25' - 4"26' - 7"21' - 7"20' - 8"23' - 6"
14' - 6"26' - 6"13' - 6"25' - 4"28' - 0"22' - 3"26' - 6"14' - 0"1' - 0"28' - 0"2' - 0"18' - 9"8' - 3"8' - 6"12' - 6"18' - 0"18' - 0"28' - 0"15' - 0"14' - 4"8"19' - 4"11' - 0"8' - 4"20' - 0"25' - 4"26' - 7"21' - 7"20' - 8"23' - 6"18' - 6"18' - 6"2' - 9"28' - 0"28' - 0"28' - 0"28' - 0"28' - 11"
298' - 4"
170' - 7"231' - 8"14
6.5
6.5
S105
3
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
TOWN OF YARMOUTH
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
DECEMBER 24, 2019
OVERALL
MEZZANINE
FRAMING & ROOF
FRAMING PLANS
S201
AAC
KMC
NMS
2170117
CONFORMED
SCALE: 1/16" = 1'-0"1 OVERALL MEZZANINE FRAMING PLAN
SCALE: 1/16" = 1'-0"2 OVERALL ROOF FRAMING PLAN
11.3 12.3
13
13.1 158.5 8.9 10.3
A.1
B
C
D
A
B.2
14.3
9 10 11 12
B.8
C.5
1
S301
9.8
3
S301
2
S301
4
S301
14' - 6"26' - 6"13' - 6"25' - 4"28' - 0"22' - 3"26' - 6"14' - 0"
170' - 7"1' - 0"28' - 0"2' - 0"18' - 9"8' - 3"8' - 6"12' - 6"79' - 0"14
SHOPS EBM FRAME
SHOPS EBM FRAME
SHOPS EBM FRAME
SHOPS EBM FRAME
EMPLOYEE FACILITIES EBM FRAME
EMPLOYEE FACILITIES EBM FRAME
EMPLOYEE FACILITIES EBM FRAME
EMPLOYEE FACILITIES EBM FRAMEEMPLOYEE FACILITIES MONOSLOPE FRAMEEMPLOYEE FACILITIES MONOSLOPE FRAMEEMPLOYEE FACILITIES MONOSLOPE FRAMEEMPLOYEE FACILITIES MONOSLOPE FRAMEW16
(BY MBM)W16
(BY MBM)W16
(BY MBM)
SUPPLEMENTAL
FRAMING FOR FAN BY
MBM (TYP.)
SUPPLEMENTAL
FRAMING FOR FAN BY
MBM (TYP.)
SUPPLEMENTAL
FRAMING FOR FAN
BY MBM (TYP.)
2-TON BRIDGE CRANE, COORDINATE
WITH EQUIPMENT DWGS. AND
APPROVED SHOP DWGS. CRANE
MANUFACTURER TO PROVIDE
SUPPLEMENTAL FRAMING AS
REQUIRED TO SUPPORT CRANE
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
TOWN OF YARMOUTH
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
DECEMBER 24, 2019
ROOF FRAMING
PLAN - SHOPS &
EMPLOYEE
FACILITIES
S202
AAC
KMC
NMS
2170117
CONFORMED
SCALE: 1/8" = 1'-0"1 SHOPS & EMPLOYEE FACILITIES ROOF FRAMING PLAN
NOTES:
1. MBM SHALL DESIGN AND FURNISH ALL SUPPLEMENTAL FRAMING FOR ROOF OPENINGS, ROOFTOP
EQUIPMENT, AND ROOF PENETRATIONS AS REQUIRED. COORDINATE QUANTITIES, WEIGHTS, AND
LOCATIONS WITH ARCHITECTURAL, HVAC, EQUIPMENT, MECHANICAL, AND ELECTRICAL
DRAWINGS.
2. ROOF PURLINS ARE SHOWN SCHEMATICALLY ONLY. QUANTITY, SPACING, LOCATIONS, AND
DIMENSIONS OF ROOF PURLINS SHALL BE DESIGNED AND FURNISHED BY MBM.
3. MBM TO PROVIDE FRAMING TO SUPPORT EXTERIOR WALL IN EMPLOYEE FACILITIES AREA.
8
11.3 12.3 13 13.18.5 8.9 10.3
6
6
D
I.1
7
E
G
H
F
I
10 11 129.8
18' - 0"18' - 0"28' - 0"15' - 0"14' - 4"93' - 4"11' - 9"40' - 3"14' - 6"29' - 3"28' - 0"28' - 0"28' - 11"W14X (BY MBM)W14X (BY MBM)W14X (BY MBM)W14X (BY MBM)W14X (BY MBM)W14X (BY MBM)W14X (BY MBM)W14X (BY MBM)W14X (BY MBM)W14X (BY MBM)W14X (BY MBM)W14X (BY MBM)W18 (BY MBM) W18 (BY MBM) W18 (BY MBM)
W18 (BY MBM)W18 (BY MBM)W14X (BY MBM)W18 (BY MBM)W14X (BY MBM)W14X (BY MBM)W14X (BY MBM)W14X (BY MBM)W14X (BY MBM)W14X (BY MBM)W18 (BY MBM)W14X (BY MBM)W14X (BY MBM)W14X (BY MBM)W14X (BY MBM)W14X (BY MBM)W14X (BY MBM)W18 (BY MBM)
W18 (BY MBM)W18 (BY MBM)W18 (BY MBM)
W14X (BY MBM)W18 (BY MBM)W14X (BY MBM)
W14X (BY MBM)W18 (BY MBM)W18 (BY MBM)W18 (BY MBM)
W18 (BY MBM)
W18 (BY MBM)W14X (BY MBM)W14X (BY MBM)15' - 4"14' - 3"6.5
180' - 8"
HANGING
HSS6X6
BY MBM
HANGING
HSS6X6
BY MBM
HANGING
HSS6X6
BY MBM
HANGING
HSS6X6
BY MBM
HANGING
HSS6X6
BY MBM
HANGING
HSS6X6
BY MBM
HANGING
HSS6X6
BY MBM
7
S411
3
S4113' - 9"4
S411
2
S411
SIM
8
S411
5
S411
6
S411 W14X (BY MBM)2
S411
SIM
5' - 3"
15' - 9"
HANGING
HSS6X6
BY MBM
11.3 12.3 138.5 8.9 10.36
D
I.1
7
E
G
H
F
I
8.2 9 10 11 12
1
S302
9.8
11' - 9"6' - 9"21' - 3"12' - 3"14' - 6"
1' - 3"
25' - 3"2' - 9"10' - 9"17' - 3"8' - 1"19' - 11"8' - 1"20' - 10"18' - 0"18' - 0"28' - 0"15' - 0"14' - 4"6.5
VEHICLE STORAGE EBM FRAMEVEHICLE STORAGE EBM FRAMEVEHICLE STORAGE EBM FRAMEVEHICLE STORAGE EBM FRAMEVEHICLE STORAGE EBM FRAMEVEHICLE STORAGE EBM FRAMEVEHICLE STORAGE EBM FRAMEVEHICLE STORAGE EBM FRAMEROOF BRACING
BY MBM (TYP.)
SUPPLEMENTAL FRAMING FOR ROOF
ACCESS HATCH BY MBM. COORDINATE
WITH APPROVED SHOP DWGS.
4
S411
HSS HANGER
BY MBM
HSS HANGER
BY MBM
HSS HANGER
BY MBM
HSS HANGER
BY MBM
HSS HANGER
BY MBM
HSS HANGER
BY MBM
HSS HANGER
BY MBM
HSS HANGER
BY MBM
SUPPLEMENTAL FRAMING
TO SUPPORT HANGING
MEZZANINE BY MBM
11' - 7"3' - 9"SUPPLEMENTAL FRAMING TO SUPPORT
HANGING MEZZANINE BY MBM 1' - 3"3' - 7"HSS HANGER
BY MBM
HSS HANGER BY MBM HSS HANGER
BY MBM 93' - 4"SLOPESLOPESLOPESLOPE180' - 8"
FULL HEIGHT X-BRACE BY MBM
FULL HEIGHT X-BRACE BY MBM FULL HEIGHT X-BRACE BY MBM
PORTAL FRAME BY MBM
W COLUMNS
BY MBM
W COLUMN
BY MBM
W COLUMN BY MBM
W COLUMNS
BY MBM
W COLUMNS
BY MBM
SUPPLEMENTAL FRAMING
FOR FAN BY MBM (TYP.)
SUPPLEMENTAL FRAMING
FOR FAN BY MBM (TYP.)
SUPPLEMENTAL FRAMING
FOR FAN BY MBM (TYP.)
SUPPLEMENTAL
FRAMING FOR HVAC
UNIT BY MBM.
COORDINATE WITH
HVAC DWGS. AND
APPROVED SHOP DWGS.
SUPPLEMENTAL FRAMING
FOR HVAC UNIT BY MBM.
COORDINATE WITH HVAC
DWGS. AND APPROVED
SHOP DWGS.
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
TOWN OF YARMOUTH
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
DECEMBER 24, 2019
MEZZANINE
FRAMING AND
ROOF FRAMING
PLAN - VEHICLE
STORAGE
S203
AAC
KMC
NMS
2170117
CONFORMED
SCALE: 1/8" = 1'-0"1 VEHICLE STORAGE MEZZANINE FRAMING PLAN
SCALE: 1/8" = 1'-0"2 VEHICLE STORAGE ROOF FRAMING PLAN
NOTES:
1. MBM SHALL DESIGN AND FURNISH ALL SUPPLEMENTAL FRAMING FOR
ROOF OPENINGS, ROOFTOP EQUIPMENT, AND ROOF PENETRATIONS AS
REQUIRED. COORDINATE QUANTITIES, WEIGHTS, AND LOCATIONS WITH
ARCHITECTURAL, HVAC, EQUIPMENT, MECHANICAL, AND ELECTRICAL
DRAWINGS.
2. ROOF PURLINS ARE SHOWN SCHEMATICALLY ONLY. QUANTITY,
SPACING, LOCATIONS, AND DIMENSIONS OF ROOF PURLINS SHALL BE
DESIGNED AND FURNISHED BY MBM.
3. REFER TO S105 FOR CANOPY FRAMING.
NOTES:
1. INDICATES SPAN DIRECTION OF MIN. 4-1/2" TOTAL THICKNESS (3" N.W.
CONCRETE ON 1-1/2" 18 GA. MIN. METAL DECK) COMPOSITE DECK.
2. SEE S001 FOR DESIGN LOADS.
3. GUARDRAILS NOT SHOWN FOR CLARITY.
4. METAL DECK POUR STOPS SHALL BE 3/8" BENT PLATES AT GUARDRAILS
AND STAIR INTERFACES UNLESS NOTED OTHERWISE.
5. STEEL MEZZANINE FRAMING SHOWN SCHEMATICALLY. FRAMING SHALL BE
HOT ROLLED WIDE FLANGE SECTIONS DESIGNED AND INSTALLED BY THE
MBM. FLOOR SYSTEM SHALL BE DESIGNED AS A COMPOSITE FLOOR
SYSTEM WITH 3 1/2" WELDED METAL STUDS. REFER TO FRAME ELEVATIONS
ON S301 AND S302 TO ESTABLISH MINIMUM CLEARANCES FOR BEAM
DEPTHS. COORDINATE WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL,
PLUMBING, FIRE PROTECTION, AND EQUIPMENT DRAWINGS.
6. COORDINATE/PROVIDE OPENINGS IN MEZZANINE SLAB-ON-DECK IN
ACCORDANCE WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL,
PLUMBING, FIRE PROTECTION, AND ELECTRICAL DRAWINGS.
OS
OS
FR
FR
1 2 3 4 5 86
L
I.1
7
K
J
6.3
I
8.2
J.5
25' - 4"26' - 7"21' - 7"20' - 8"23' - 6"6' - 4"12' - 2"18' - 6"
154' - 8"8"19' - 4"11' - 0"8' - 4"20' - 0"58' - 8"W14X (BY MBM) W14X (BY MBM)
W14X (BY MBM) W14X (BY MBM)
W14X (BY MBM) W14X (BY MBM)
W14X (BY MBM) W14X (BY MBM)
W14X (BY MBM)W14X (BY MBM)
W14X (BY MBM) W14X (BY MBM) W14X (BY MBM)
W14X (BY MBM)W14X (BY MBM)W14X (BY MBM)
W14X (BY MBM) W14X (BY MBM)
W14X (BY MBM)W14X (BY MBM)
W14X (BY MBM) W14X (BY MBM)
W14X (BY MBM)W14X (BY MBM)W14X (BY MBM)W16 (BY MBM)W14X (BY MBM) W14X (BY MBM)W16 (BY MBM)W16 (BY MBM)W14X (BY MBM) W14X (BY MBM)
HSS8X8
(BY MBM)
HSS8X8
(BY MBM)
HSS8X8
(BY MBM)
HSS8X8
(BY MBM)
HSS8X8
(BY MBM)
HSS8X8
(BY MBM)
HSS8X8
(BY MBM)
HSS8X8
(BY MBM)
HSS8X8
(BY MBM)
HSS8X8
(BY MBM)
HSS8X8
(BY MBM)1' - 6"W18 (BY MBM)W16 (BY MBM)W18 (BY MBM)6.5
W8X (BY MBM)W14X (BY MBM)
MATCHLINE S203
MATCHLINE S204
MATCHLINE S204MATCHLINE S2051
S411
2
S411
2
S411
SIM
7
S411
21' - 4 3/8"S501
2
1 2 3 4 5 86
2
S302
L
I.1
7
K
J
I
8.26.5
VEHICLE MAINTENANCE EBM FRAMEVEHICLE MAINTENANCE EBM FRAMEVEHICLE MAINTENANCE EBM FRAMEVEHICLE MAINTENANCE EBM FRAMEVEHICLE MAINTENANCE EBM FRAMEVEHICLE MAINTENANCE EBM FRAMEVEHICLE MAINTENANCE EBM FRAMEVEHICLE MAINTENANCE EBM FRAMEROOF BRACING BY
MBM (TYP.)
25' - 4"26' - 7"21' - 7"20' - 8"23' - 6"18' - 6"18' - 6"
154' - 8"8"19' - 4"19' - 4"20' - 0"59' - 4"5-TON BRIDGE CRANE, COORDINATE WITH
EQUIPMENT DWGS. AND APPROVED SHOP
DWGS. CRANE MANUFACTURER TO PROVIDE
SUPPLEMENTAL FRAMING AS REQUIRED TO
SUPPORT CRANE
MATCHLINE S203
MATCHLINE S204
MATCHLINE S204MATCHLINE S205ROOF BRACING BY MBM (TYP.)SLOPESLOPESLOPESLOPEPORTAL FRAME BY MBM PORTAL FRAME BY MBM
PORTAL FRAME BY MBMFULL HEIGHT X BRACE BY MBM
W COLUMN BY MBM
W COLUMN BY MBM
W COLUMN BY MBM
W COLUMN BY MBM
SUPPLEMENTAL
FRAMING FOR
FAN (TYP.)
SUPPLEMENTAL
FRAMING FOR
FAN (TYP.)
CEILING MOUNTED REEL
BANK COORDINATE WITH
EQUIPMENT DWGS. AND
APPROVED SHOP DWGS.
CEILING MOUNTED
EXHAUST REEL
COORDINATE WITH
EQUIPMENT DWGS. AND
APPROVED SHOP DWGS.
CEILING MOUNTED EXHAUST
REEL COORDINATE WITH
EQUIPMENT DWGS. AND
APPROVED SHOP DWGS.
SUPPLEMENTAL FRAMING
FOR HVAC UNIT BY MBM.
COORDINATE WITH HVAC
DWGS. AND APPROVED
SHOP DWGS.
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
TOWN OF YARMOUTH
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
DECEMBER 24, 2019
MEZZANINE
FRAMING AND
ROOF FRAMING
PLAN - VEHICLE
MAINTENANCE
S204
AAC
KMC
NMS
2170117
CONFORMED
SCALE: 1/8" = 1'-0"1 VEHICLE MAINTENANCE MEZZANINE FRAMING PLAN
SCALE: 1/8" = 1'-0"2 VEHICLE MAINTENANCE ROOF FRAMING PLAN
NOTES:
1. MBM SHALL DESIGN AND FURNISH ALL SUPPLEMENTAL FRAMING FOR ROOF OPENINGS, ROOFTOP EQUIPMENT,
AND ROOF PENETRATIONS AS REQUIRED. COORDINATE QUANTITIES, WEIGHTS, AND LOCATIONS WITH
ARCHITECTURAL, HVAC, EQUIPMENT, MECHANICAL, AND ELECTRICAL DRAWINGS.
2. ROOF PURLINS ARE SHOWN SCHEMATICALLY ONLY. QUANTITY, SPACING, LOCATIONS, AND DIMENSIONS OF
ROOF PURLINS SHALL BE DESIGNED AND FURNISHED BY MBM.
3. ALL STEEL AND HARDWARE LOCATED IN THE WASH BAY SHALL BE HOT-DIPPED GALVANIZED IN ACCORDANCE
WITH ASTM 123, ASTM 153, AND ASTM A663 G185 (AS APPLICABLE).
NOTES:
1. INDICATES SPAN DIRECTION OF MIN. 4-1/2" TOTAL THICKNESS (3" N.W. CONCRETE ON 1-1/2" 18 GA. MIN. METAL DECK)
COMPOSITE DECK.
2. SEE S001 FOR DESIGN LOADS.
3. GUARDRAILS NOT SHOWN FOR CLARITY.
4. METAL DECK POUR STOPS SHALL BE 3/8" BENT PLATES AT GUARDRAILS AND STAIR INTERFACES UNLESS NOTED
OTHERWISE.
5. STEEL MEZZANINE FRAMING SHOWN SCHEMATICALLY. FRAMING SHALL BE HOT ROLLED WIDE FLANGE SECTIONS
DESIGNED AND INSTALLED BY THE MBM. FLOOR SYSTEM SHALL BE DESIGNED AS A COMPOSITE FLOOR SYSTEM WITH 3
1/2" WELDED METAL STUDS. REFER TO FRAME ELEVATIONS ON S301 AND S302 TO ESTABLISH MINIMUM CLEARANCES
FOR BEAM DEPTHS. COORDINATE WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, AND
EQUIPMENT DRAWINGS.
6. COORDINATE/PROVIDE OPENINGS IN MEZZANINE SLAB-ON-DECK IN ACCORDANCE WITH ARCHITECTURAL, MECHANICAL,
ELECTRICAL, PLUMBING, FIRE PROTECTION, AND ELECTRICAL DRAWINGS.
T.O. SLAB ADMIN
0"
SHOPS EAVE
23' -0"
8.58.910.3
10
9.8
ROOF PURLIN BY MBM (TYP.)
EAVE GIRT BY MBM (TYP.)
14' - 6"26' - 6"13' - 6"
54' - 6"
8 1/2"
8 1/2"20' - 8" MIN. CLEAR48' - 1" MIN. CLEAR
T.O. MEZZANINE #3
11' -0"
T.O. MEZZANINE #3
11' -0"
T.O. SLAB ADMIN
0"
13 13.1 1514.3
ADMIN EAVE
14' -8"
14
EAVE GIRT BY MBM (TYP.)
ROOF PURLIN BY MBM (TYP.)
19' - 8"6' - 10"14' - 0"
40' - 6"
8 1/2"
8 1/2"
34' - 1" MIN. CLEAR13' - 0" MIN. CLEART.O. SLAB ADMIN
0"
13.1 1514.3
ADMIN EAVE
14' -8"
14
19' - 8"6' - 10"14' - 0"
40' - 6"
8 1/2"8 1/2"
EAVE GIRT BY MBM (TYP.)
ROOF PURLIN BY MBM (TYP.)ROOF PURLIN BY MBM (TYP.)
W18 BY MBM
W10 BY MBM W18 BY MBMW10 BY MBM
W10 BY MBM
T.O. SLAB ADMIN
0"
SHOPS EAVE
23' -0"
C DB.2 B.8 C.5
ADMIN EAVE
14' -8"
ROOF PURLIN BY MBM (TYP.)
EAVE GIRT BY MBM (TYP.)
18' - 9"8' - 3"8' - 6"12' - 6"
48' - 0"
8 1/2"
9 1/2"
42'-8" MIN. CLEAR
12' - 9 1/2" MIN. CLEARSCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
TOWN OF YARMOUTH
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
DECEMBER 24, 2019
TYPICAL FRAME
ELEVATIONS
S301
AAC
KMC
NMS
2170117
CONFORMED
SCALE: 1/4" = 1'-0"1 SHOPS EBM FRAME ELEVATION
SCALE: 1/4" = 1'-0"2 EMPLOYEE FACILITIES FRAME ELEVATION
SCALE: 1/4" = 1'-0"3 EMPLOYEE FACILITIES END WALL FRAMING ELEVATION
SCALE: 1/4" = 1'-0"4 EMPLOYEE FACILITIES MONOSLOPE FRAME ELEVATION
SHOPS EAVE
23' -0"
T.O. SLAB VEH STORAGE
-1' -0"
D I.1EGHFI
8"31' - 3"18' - 0"18' - 0"28' - 0"15' - 0"14' - 4"8"
94' - 0"
ROOF PURLIN BY MBM (TYP.)
WIND GIRT BY MBM (TYP.)
EAVE GIRT BY MBM (TYP.)
86' - 7" MIN. CLEAR
21' - 6" MIN. CLEART.O. MEZZANINE #2
13' -0"
T.O. SLAB VEH STORAGE
-1' -0"
VEHICLE MAINT. EAVE
29' -0"
LI.1 KJI
8"19' - 4"19' - 4"20' - 0"
59' - 4"
EAVE GIRT BY
MBM (TYP.)
WIND GIRT BY
MBM (TYP.)
ROOF PURLIN BY MBM (TYP.)
51' - 11" MIN. CLEAR27' - 4" MIN. CLEARSHOPS EAVE
23' -0"
T.O. SLAB VEH STORAGE
-1' -0"
I.1 JI
CANOPY EAVE
18' -0"
J.5
8"19' - 4"11' - 0"
31' - 0"
WIND GIRT BY MBM (TYP.)
ROOF PURLIN
BY MBM (TYP.)EAVE GIRT BY MBM (TYP.)
28' - 3 1/2" MIN. CLEAR14' - 4" MIN. CLEART.O. MEZZANINE #2
13' -0"
NOTE:
1. CANOPY FRAMING SHALL BE HOT-DIPPED GALVANIZED.
GRID
GRID
SEE NOTES
12" CLEAR MIN.
SEE NOTES
12" CLEAR MIN.
PORTAL FRAME COLUMN
BUILDING FRAME COLUMN
NOTES:
1. PROVIDE MINIMUM CLEARANCES AS SHOWN AT OVERHEAD
AND MAN DOORS. CLEARANCES MAY BE REDUCED TO 6
INCHES ADJACENT TO WINDOWS AND TRANSLUCENT PANELS.
2. COORDINATE CLEARANCES WITH ARCHITECTURAL AND
EQUIPMENT DRAWINGS.
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
TOWN OF YARMOUTH
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
DECEMBER 24, 2019
TYPICAL FRAME
ELEVATIONS II
S302
AAC
KMC
NMS
2170117
CONFORMED
SCALE: 1/4" = 1'-0"1 VEHICLE STORAGE EBM FRAME ELEVATION
SCALE: 1/4" = 1'-0"2 VEHICLE MAINTENANCE FRAME ELEVATION
SCALE: 1/4" = 1'-0"3 CANOPY FRAME ELEVATION
SCALE: 3/4" = 1'-0"4 TYPICAL PORTAL FRAME CLEARANCES
T.O. SLAB ADMIN
0"
A.1
6" MIN CRUSHED STONE
REFER TO ARCH.
DWGS. FOR WALL
ASSEMBLY (TYP.)
VAPOR RETARDER
#5 @ 12" W/ STD. HOOK
EA. FACE (TYP)
#5 @ 12" O.C. HORIZ. EA. FACE
2"X4" SHEAR
KEY (TYP.)
RIGID INSULATION,
SEE ARCH. DWGS.
3' - 0"1' - 0"FND. WALL
1' - 4"
8"
(4) CONT. #5
EVENLY SPACED
W.W.F. SEE SLAB PLAN FOR SIZE
RIGID INSULATION, SEE ARCH. DWGS.
#6 @ 12" O.C. (TYP.)
8" CONCRETE KNEEWALL
HIGH POINT (H.P.) SLOPE
TO DRAIN, SEE PLAN
1/4" PREFORMED JOINT FILLER WITH SEALANT
8" SLAB ON GRADE, REFER TO PLAN
#5 @ 12" O.C. (TYP.)
3/4" CHAMFER (TYP.)
CONSTRUCTION
JOINT
10"4' - 0" MIN. BELOW GRADE3' - 4" HIGH KNEEWALLNATIVE UNDISTURBED SOIL OR
COMPACTED STRUCTURAL FILL
3" CRUSHED STONE
BEDDINGMIN.
1' - 0"
T.O. SLAB VEH STORAGE
-1' -0"
6
REFER TO ARCH.
FOR METAL PANEL
DETAILS (TYP.)
#5 @ 12" HORIZ.
VAPOR RETARDER
6" MIN. CRUSHED STONE
8" SLAB ON GRADE, REFER TO PLAN
1/4" PREFORMED JOINT FILLER WITH SEALANT
HIGH POINT (H.P.) SLOPE
TO DRAIN, SEE PLAN
8" CONCRETE KNEEWALL
#6 @ 12" VERT.
METAL PANEL TIE-DOWN ANGLE BY
METAL BUILDING MANUFACTURER
GIRT BY MBM
#5 @ 12" W/ STD. HOOK
EA. FACE (TYP)
#5 @ 12" O.C. HORIZ. EA. FACE(4) CONT. #5
EVENLY SPACED
3/4" CHAMFER (TYP.)
RIGID INSULATION, SEE ARCH. DWGS.
REFER TO ARCH.
DWGS. FOR WALL
ASSEMBLY (TYP.)
W.W.F. SEE SLAB PLAN FOR SIZE
CONSTRUCTION JOINT
RIGID INSULATION,
SEE ARCH. DWGS.
2"X4" SHEAR
KEY (TYP.)4' - 4" HIGH KNEEWALLNATIVE UNDISTURBED SOIL OR
COMPACTED STRUCTURAL FILL
3" CRUSHED STONE
BEDDINGLAP LENGTHT.O. SLAB VEH STORAGE
-1' -0"
1
3' - 0"1' - 0"1' - 0"4' - 4" HIGH KNEE WALL(4) CONT. #5
EVENLY SPACED
#5 @ 12" EA. FACE
#5 EA. FACE W/
STD. HOOK (TYP)
VAPOR RETARDER
6" MIN. CRUSHED STONE
#6 @ 12" O.C. (TYP.)
8" CONCRETE KNEEWALL
HIGH POINT (H.P.) SLOPE
TO DRAIN, SEE PLAN
1/4" PREFORMED JOINT FILLER WITH SEALANT
8" SLAB ON GRADE, REFER TO PLAN
#5 @ 12" O.C. (TYP.)4' - 0" MIN. BELOW GRADELAP LENGTH8"
3/4" CHAMFER (TYP.)
1' - 4"
RIGID INSULATION, SEE ARCH. DWGS.
REFER TO ARCH.
DWGS. FOR WALL
ASSEMBLY (TYP.)
GIRT BY MBM
W.W.F. SEE SLAB PLAN FOR SIZE
REFER TO ARCH.
FOR METAL PANEL
DETAILS (TYP.)
METAL PANEL TIE-DOWN ANGLE BY
METAL BUILDING MANUFACTURER
NATIVE UNDISTURBED SOIL OR
COMPACTED STRUCTURAL FILL
RIGID INSULATION,
SEE ARCH. DWGS.
MIN.
1' - 0"
3" CRUSHED STONE
BEDDING
2"X4" SHEAR KEY (TYP.)
T.O. SLAB ADMIN
0"
A
6" MIN CRUSHED STONE
VAPOR RETARDER
#5 @ 12" W/ STD. HOOK
EA. FACE (TYP)
#5 @ 12" O.C. HORIZ. EA. FACE(4) CONT. #5
EVENLY SPACED
W.W.F. SEE SLAB PLAN FOR SIZE
RIGID INSULATION, SEE ARCH. DWGS.
1:1 HAUNCH
ROUGHEN SURFACE TO 1/4" AMPLITUDE
6" SLAB ON GRADE, REFER TO PLAN
REFER TO ARCH.
DWGS. FOR WALL
ASSEMBLY (TYP.)
2"X4" SHEAR
KEY (TYP.)
RIGID INSULATION,
SEE ARCH. DWGS.
8"
FND. WALL
1' - 4"
#5 @ 12" O.C., EXTEND 5'-0" INTO SLAB
NATIVE UNDISTURBED SOIL OR
COMPACTED STRUCTURAL FILL
3" CRUSHED STONE
BEDDING
"LONG" REINF.
(SEE SCHEDULE)
"SHORT" REINF.
(SEE SCHEDULE)
CL.
FTG.
CL
COL CL. COL./FTG.CL.
COL./FTG
REINF.
(SEE SCHEDULE)CL.COL./FTG.TOP REINF, IF REQ'D
(SEE SCHEDULE)
BOTTOM REINF.
(SEE SCHEDULE)
F-"X"SECTIONF-"X"x"Y"
LENGTH
0.5*LENGTH e
WIDTHLENGTH
WIDTHFOOTING NOTE(S):
1. SQUARE FOOTINGS SHALL BE CENTERED BELOW COLUMNS U.N.O.
2. RECTANGULAR FOOTINGS SHALL BE ORIENTED AS SHOWN IN PLAN, U.N.O.
3. FOOTINGS SIZES ARE FOR BID PURPOSES ONLY, SIZES WILL BE VERIFIED UPON APPROVAL OF METAL
BUILDING SHOP DRAWINGS. FOOTINGS SHALL NOT BE CAST UNTIL METAL BUILDING SHOP DRAWINGS ARE
APPROVED AND FOOTINGS SIZES ARE VERIFIED BY THE ENGINEER.
4. WHERE FOOTING INTERSECT IN PLAN, FOOTING SHALL BE CAST INTEGRAL WITH THE REINFORCING AS
SPECIFIED IN THE TABLE ABOVE. THICKNESSNOTE(S):
1. FINAL LOCATIONS OF PIERS SHALL BE COORDINATED WITH APPROVED METAL BUILDING SHOP DRAWINGS. PIERS
SHALL BE CENTERED BELOW COLUMN SECTION AT THE BASE PLATE LEVEL.
2. METAL BUILDING BASE PLATES SHALL BE DESIGNED TO FIT ON AND WITHIN PIER DIMENSIONS SHOWN ABOVE. ANY
PIER MODIFICATIONS WILL BE AT COST OF THE CONTRACTOR. THE CONTRACTOR SHALL IDENTIFY ANY PIERS
REQUIRING MODIFICATIONS AND SUBMIT TO THE ENGINEER FOR REVIEW.
3. ANCHOR RODS SHALL RESIDE WITHIN REINFORCING TIES AND SHALL BE A MINIMUM OF 7xBOLT DIAMETER FROM
EDGE OF PILASTER / FOUNDATION. FINAL ANCHOR BOLT LAYOUT BY METAL BUILDING MANUFACTURER. SEE ANCHOR
BOLT SCHEDULE FOR REQUIRED EMBEDMENT DEPTHS.
4. A MINIMUM OF (4) LONGITUDINAL REINFORCING BARS IN THE PILASTER SHALL HAVE A STANDARD HOOK AT THE TOP
AND BOTTOM.
5. WALL REINFORCING SHALL PASS CONTINUOUSLY THROUGH THE PIER.
6. TIES SHALL BE #3 @ 12" VERTICALLY WITH 3 TIES LOCATED WITHIN THE TOP 5" ON THE PIER, UNLESS OTHERWISE
NOTED.
7. PEDESTALS ARE DEFINED AS SET INTEGRAL WITH A WALL, PEDESTALS ARE PIERS WHICH STAND ALONE.
8. PIERS SUPPORTING PORTAL FRAMES ARE TURNED 90 DEGREES IN PLAN, SEE PLAN FOR REQUIRED ORIENTATIONS.
9. MEZZANINE COLUMNS MAY BE OFFSET FROM THE FOUNDATION WALL AS APPROVED BY THE ENGINEER TO
ACCOMMODATE FRAMING REQUIREMENTS.
10. CENTER PIER BENEATH BASEPLATE. PIER OVERLAP WITH FOUNDATION WALL MAY VARY BASED ON BASEPLATE
LOCATION. PIER REINFORCING MUST BE CENTERED UNDER BASEPLATE AND MEET COVER REQUIREMENTS ON S001.
INTERIOR COLUMN PIERS
SL
COLCOL
COLCOLP1
P4
1' - 6"2' - 0"1' - 4"
(3) #8's E.F.
(4) #8's
#5 E.F.
P1
(3) #8's E.F.
#5 E.F.
PROVIDE ADDITIONAL
VERTICAL #5 REINF. AT
CORNER. (TYP.)
P4
1' - 4"
(4) #8's
1' - 4"4"1' - 0"1' - 8"2"1' - 4"4"1' - 2"2"
(4) #8's
4"1' - 0"P4
SL
P2
2' - 0"2' - 0"
(4) #8's E.F.
#5 E.F.
#4 TIES
COL
COL
#4 TIES
#3 TIES #3 TIES
P2
4"1' - 8"2' - 0"
(4) #8's E.F.
#5 E.F.
#4 TIES#4 TIES
SL
P1 P3
1' - 8"SEE NOTE (TYP.)VARIES4" TYP.2' - 6"
(8) #8's(3) #8's E.F.
#5 E.F.(4) #5's
PROVIDE ADDITIONAL
VERTICAL #5 REINF. AT
CORNER. (TYP.)4"1' - 8"1' - 10"2"
(4) #8's E.F.
#5 E.F.
P2
8"
1' - 6"
#4 TIES #4 TIES
EXTERIOR COLUMN PIERS
SL COL SLCOLCOLCOL2' - 0"#4 TIES
#3 TIES
T.O. SLAB VEH STORAGE
-1' -0"
7
MEZZANINE COLUMN
BY MBM (TYP.)
W.W.F. SEE SLAB
PLAN FOR SIZE
VAPOR RETARDER
CRUSHED STONE
BASE PLATE AND
ANCHOR BOLTS BY MBM
CONCRETE INFILL AT
EACH INTERIOR
COLUMN (TYP.)3/4" N.S. GROUT PAD
COLUMN ISOLATION JOINT,
SEE DETAIL ON S002
SEE FOOTING SCHEDULE FOR
REINFORCING SIZE AND SPACING
CRUSHED STONE
SEE FTG. SCHEDULESEE FTG. SCHEDULE
NATIVE UNDISTURBED SOIL OR
COMPACTED STRUCTURAL FILL
3" CRUSHED STONE
BEDDINGMIN.
1' - 0"
T.O. SLAB ADMIN
0"
8.5
VAPOR RETARDER
6" MIN. CRUSHED STONE
8" SLAB ON GRADE, REFER TO PLAN
HIGH POINT (H.P.) SLOPE
TO DRAIN, SEE PLAN
#5 @ 12" W/ STD. HOOK
EA. FACE (TYP)
#5 @ 12" O.C. HORIZ. EA. FACE
(4) CONT. #5
EVENLY SPACED
RIGID INSULATION, SEE ARCH. DWGS.
W.W.F. SEE SLAB PLAN FOR SIZE
RIGID INSULATION,
SEE ARCH. DWGS.
2"X4" SHEAR
KEY (TYP.)
CONT. #5 BAR
#5 @ 12" O.C. AT
DOORS (TYP.)
SLOPE SLAB AWAY
FROM DOOR (TYP.)
OVERHEAD DOOR, SEE
ARCH. DWGS.
NATIVE UNDISTURBED SOIL OR
COMPACTED STRUCTURAL FILL
3" CRUSHED STONE
BEDDING4' - 0" MIN. BELOW GRADE10"1' - 0"3' - 0"
MIN.
1' - 0"
FND. WALL
1' - 4"
T.O. SLAB VEH STORAGE
-1' -0"
L
(4) CONT. #5
EVENLY SPACED
#5 @ 12" EA. FACE
#5 EA. FACE W/
STD. HOOK (TYP)
VAPOR RETARDER
6" MIN. CRUSHED STONE
8" SLAB ON GRADE, REFER TO PLAN
HIGH POINT (H.P.) SLOPE
TO DRAIN, SEE PLAN
RIGID INSULATION, SEE ARCH. DWGS.
W.W.F. SEE SLAB PLAN FOR SIZECONT. #5 BAR
#5 @ 12" O.C. AT
DOORS (TYP.)
OVERHEAD DOOR, SEE
ARCH. DWGS.
1:1 HAUNCH
4' - 0" MIN. BELOW GRADESLOPE SLAB AWAY
FROM DOOR (TYP.)
3' - 0"1' - 0"1' - 0"NATIVE UNDISTURBED SOIL OR
COMPACTED STRUCTURAL FILL
3" CRUSHED STONE
BEDDING
MIN.
1' - 0"
10"
FND. WALL
1' - 4"
T.O. SLAB ADMIN
0"
B.2
(4) CONT. #5
EVENLY SPACED
2"X4" SHEAR
KEY (TYP.)
RIGID INSULATION,
SEE ARCH. DWGS.
NATIVE UNDISTURBED SOIL OR
COMPACTED STRUCTURAL FILL
3" CRUSHED STONE
BEDDING
6" MIN CRUSHED STONE
VAPOR RETARDER
#5 @ 12" W/ STD. HOOK
EA. FACE (TYP)
#5 @ 12" O.C. HORIZ. EA. FACE
W.W.F. SEE SLAB PLAN FOR SIZE
RIGID INSULATION, SEE ARCH. DWGS.
1:1 HAUNCH
ROUGHEN SURFACE TO 1/4" AMPLITUDE
6" SLAB ON GRADE, REFER TO PLAN
#5 @ 12" O.C., EXTEND 5'-0" INTO SLAB
4' - 0" MIN. BELOW GRADEMAN DOOR, SEE ARCH. DWGS.
MIN.
1' - 0"3' - 0"
FND. WALL
1' - 4"
10"1' - 0"H.P. @ EXTERIOR FACE
OF DOOR, EL. [0'-0"] (TYP.)
SLOPE SLAB AWAY
FROM DOOR (TYP.)
T.O. SLAB ADMIN
0"
10.3
(2) CONT. #4 BARS
IN HAUNCH
W.W.F. SEE SLAB
PLAN FOR SIZE
EMPLOYEE FACILITIES
SLAB
SHOPS SLAB
#5 @ 12" O.C.
(TYP.)SEE ARCH. DWGS. FOR
WALL ASSEMBLY
CONSTRUCTION
JOINT
3/4" CHAMFER (TYP.)
CONT. VAPOR RETARDER
6" MIN. CRUSHED STONE
1' - 5"10"1' - 0"1' - 0"3' - 4" HIGH KNEEWALLSCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
TOWN OF YARMOUTH
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
DECEMBER 24, 2019
FOUNDATION
SECTIONS AND
DETAILS I
S401
AAC
KMC
NMS
2170117
CONFORMED
SCALE: 3/4" = 1'-0"3 FOUNDATION SECTION @ SHOPS
SCALE: 3/4" = 1'-0"2 FOUNDATION SECTION @ VEHICLE STORAGE
SCALE: 3/4" = 1'-0"1 FOUNDATION SECTION @ VEHICLE MAINTENANCE
SCALE: 3/4" = 1'-0"4 FOUNDATION SECTION @ EMPLOYEE FACILITIES
SCALE: 1/4" = 1'-0"5 FOOTING SCHEDULE (METAL BUILDING)
SCALE: 3/8" = 1'-0"7 PIER DETAIL (METAL BUILDING)
SCALE: 3/4" = 1'-0"6 FOUNDATION SECTION @ INTERIOR ISOLATED FOOTING
PIER SCHEDULE
MARK DIMENSIONS T.O. PIER
ELEVATION
REINFORCEMENT COMMENTSWIDTH [IN.] LENGTH [IN.] VERTICAL TIES
P1 24 18 -1' - 0" (6) #8's, (2) #5's #4 @ 12" (3) #4 TIES IN TOP 5"
P1A 24 18 +4' - 4" (6) #8's, (2) #5's #4 @ 12" (6) #4 TIES IN TOP 10"
P2 24 24 -1' - 0" (8) #8'S, (2) #5'S #4 @ 12" (6) #4 TIES IN TOP 10"
P3 24 30 -1' - 0" (8) #8'S, (2) #5'S #4 @ 12" (3) #4 TIES IN TOP 5"
P4 16 16 -1' - 0" (4) #8'S #3 @ 12" (3) #3 TIES IN TOP 5"
FOOTING SCHEDULE
MARK
DIMENSIONS REINFORCEMENT TOP
REINFORCEMENTWIDTH [FT.] LENGTH [FT.]
THICKNESS
[IN.]ECC. [IN.] LONG WAY SHORT WAY
F3 3.0 3.0 12 0 (4) #5 (4) #5 #5 @ 12" E.W.
F4 4.0 4.0 14 0 (5) #5 (5) #5 #5 @ 12" E.W.
F6 6.0 6.0 18 0 (6) #8 (6) #8 #5 @ 12" E.W.
F8 8.0 8.0 20 0 (8) #8 (8) #8 #5 @ 12" E.W.
F9 9.0 9.0 22 0 (8) #8 (8) #8 #5 @ 12" E.W.
F10x6 10.0 6.0 18 0 (6) #8 (10) #8 #5 @ 12" E.W.
F10X8 10.0 8.0 20 0 (8) #8 (10) #8 #5 @ 12" E.W.
F10 10.0 10.0 24 0 (10) #8 (10) #8 #5 @ 12" E.W.
SCALE: 3/4" = 1'-0"8 FOUNDATION SECTION @ SHOPS OVERHEAD DOOR
SCALE: 3/4" = 1'-0"10 FOUNDATION SECTION @ STORAGE/MAINTENANCE OVERHEAD DOOR
SCALE: 3/4" = 1'-0"9 FOUNDATION SECTION @ EMPLOYEE FACILITIES DOOR
SCALE: 3/4" = 1'-0"11 FOUNDATION SECTION @ SHOPS AND EMPLOYEE FACILITIES
T.O. SLAB VEH STORAGE
-1' -0"
D
ANCHOR BOLTS, SEE ANCHOR BOLT
DETAIL ON S002 FOR EMBEDMENT DEPTH
SEE PIER SCHEDULE FOR VERTICAL
REINFORCING SIZES
SEE FOOTING SCHEDULE FOR
REINFORCEMENT SIZES AND SPACING
6" MIN. OF CRUSHED STONE
VAPOR RETARDER
RIGID INSULATION, SEE ARCH. DWGS.
PRE-ENGINEERED FRAME
WITH BASEPLATE BY MBM
3/4" LAYER OF N.S. GROUT WITH 1/4"
LEVELING PLATE BY G.C. (TYP.)
W.W.F. SEE SLAB PLAN FOR SIZE
CONCRETE INFILL AT EACH PIER (TYP.)
COLUMN ISOLATION JOINT,
SEE DETAIL ON S002
WIND GIRT BY MBM
SEE ARCH. DWGS. FOR
WALL ASSEMBLY
RIGID INSULATION,
SEE ARCH. DWGS.
PROVIDE STD. HOOKS
AT CORNER BARS (TYP.)
(6) #4 TIES @ 1 1/2" IN
FIRST 10" OF PIER. REST
OF TIES @ 12" O.C.
CONTINUE FOUNDATION
WALL AND KNEE WALL
REINFORCING THROUGH PIER
SEE FTG. SCHEDULE FOR DIMENSIONSSEE FTG. SCHEDULE7 1/2"
FINISHED GRADE, SEE CIVIL
DWGS. FOR GRADING
4'-0" MIN. BELOW GRADEEQUAL TO C.L. COLUMN BASE EQUAL TO C.L. COLUMN BASE
NATIVE UNDISTURBED SOIL OR
COMPACTED STRUCTURAL FILL
3" CRUSHED STONE
BEDDING
MIN.
1' - 0"
1/2"
1/2" COMPRESSIBLE FILL @
FRAME FLANGE SEE
DETAIL 11/S002
4' - 4" HIGH KNEEWALL#5 TOP HOOKS MIN.
(4) PER PIER
T.O. SLAB ADMIN
0"
8.5
ANCHOR BOLTS, SEE ANCHOR BOLT
DETAIL ON S002 FOR EMBEDMENT DEPTH
SEE PIER SCHEDULE FOR VERTICAL
REINFORCING SIZES
SEE FOOTING SCHEDULE FOR
REINFORCEMENT SIZES AND SPACING
6" MIN. OF CRUSHED STONE
VAPOR RETARDER
RIGID INSULATION, SEE ARCH. DWGS.
PRE-ENGINEERED FRAME
WITH BASEPLATE BY MBM
3/4" LAYER OF N.S. GROUT WITH 1/4"
LEVELING PLATE BY G.C. (TYP.)
W.W.F. SEE SLAB PLAN FOR SIZE
CONCRETE INFILL AT EACH PIER (TYP.)
COLUMN ISOLATION JOINT,
SEE DETAIL ON S002
SEE ARCH. DWGS. FOR
WALL ASSEMBLY
RIGID INSULATION,
SEE ARCH. DWGS.
PROVIDE #5 TOP HOOK BARS,
MIN. (4) PER EA. PIER
(3) #4 TIES @ 1 1/2" IN FIRST 5" OF
PIER. REST OF TIES @ 12" O.C.
CONTINUE FOUNDATION
WALL AND KNEE WALL
REINFORCING THROUGH PIER
FINISHED GRADE, SEE CIVIL
DWGS. FOR GRADING
4'-0" MIN. BELOW GRADESEE FTG. SCHEDULE FOR DIMENSIONS
EQUAL TO C.L. COLUMN BASE EQUAL TO C.L. COLUMN BASE
NATIVE UNDISTURBED SOIL OR
COMPACTED STRUCTURAL FILL
3" CRUSHED STONE
BEDDING
MIN.
1' - 0"
7 1/2"
1/2"1/2" COMPRESSIBLE FILL @ FRAME
FLANGE SEE DETAIL 11/S002
T.O. SLAB ADMIN
0"
T.O. SLAB VEH STORAGE
-1' -0"
D
10"1' - 6"1' - 0"4' - 4" HIGH KNEEWALL6" MIN CRUSHED STONE
CONT. VAPOR RETARDER
W.W.F. SEE SLAB PLAN
FOR SIZE
1:1 HAUNCH
ROUGHEN SURFACE
TO 1/4" AMPLITUDE
6" SLAB ON GRADE, REFER TO PLAN
REFER TO ARCH. DWGS. FOR
WALL ASSEMBLY (TYP.)
#5 @ 12" O.C., EXTEND 5'-0" INTO SLAB
W.W.F. SEE SLAB PLAN
FOR SIZE
(2) CONT. #4 BARS IN HAUNCH
#6 @ 12" O.C. W/
STD. HOOK (TYP.)
VEHICLE STORAGE SLAB
#5 @ 12" O.C. (TYP.)
CONSTRUCTION JOINT
8" CONCRETE
KNEEWALL
2
14"8" CMU WALL
(2) #5 IN CMU BOND BEAM (TYP)
HORIZ. LADDER REINFORCING @ 16" O.C. (TYP)
#5 @ 32" IN FULLY GROUTED CELL, DRILLED AND
EPOXIED MIN. 4" INTO SLAB, HILTI HY-200 OR EQUAL
T.O. SLAB VEH STORAGE
-1' -0"
I.1I
4' - 4" HIGH KNEEWALL(2) CONT. #4 BARS
IN HAUNCH
CONT. VAPOR RETARDER
#6 @ 12" O.C. W/
STD. HOOK (TYP.)
W.W.F. SEE SLAB
PLAN FOR SIZE
VEHICLE MAINTENANCE
SLAB
VEHICLE STORAGE
SLAB
6" MIN. CRUSHED STONE
#5 @ 12" O.C.
(TYP.)
SEE ARCH. DWGS. FOR
WALL ASSEMBLY
CONSTRUCTION
JOINT
8" CONCRETE
KNEEWALL
3/4" CHAMFER (TYP.)8"1' - 0"10"1' - 0"8" CMU WALL
(2) #5 IN CMU BOND BEAM (TYP)
HORIZ. LADDER REINFORCING @
16" O.C. (TYP)
#5 @ 32" IN FULLY GROUTED CELL
RECESS SLAB 4" TO SET CMU
1' - 6"1' - 6"
T.O. SLAB VEH STORAGE
-1' -0"
I.1I
REFER TO ARCH.
FOR METAL PANEL
DETAILS (TYP.)
#5 @ 12" HORIZ.
VAPOR RETARDER
6" MIN. CRUSHED STONE
8" VEHICLE STORAGE SLAB
1/4" PREFORMED JOINT FILLER WITH SEALANT
8" CONCRETE KNEEWALL
#6 @ 12" VERT.
METAL PANEL TIE-DOWN ANGLE BY
METAL BUILDING MANUFACTURER
GIRT BY MBM
#5 @ 12" W/ STD. HOOK
EA. FACE (TYP)
#5 @ 12" O.C. HORIZ. EA. FACE (4) CONT. #5
EVENLY SPACED
3/4" CHAMFER (TYP.)
RIGID INSULATION, SEE
ARCH. DWGS.
REFER TO ARCH.
DWGS. FOR WALL
ASSEMBLY (TYP.)
W.W.F. SEE SLAB PLAN FOR SIZE
CONSTRUCTION JOINT
2"X4" SHEAR KEY (TYP.)
NATIVE UNDISTURBED SOIL OR
COMPACTED STRUCTURAL FILL
3" CRUSHED STONE
BEDDINGMIN.
1' - 0"3' - 0"
10"1' - 0"4' - 0" MIN. BELOW GRADE8" CANOPY SLAB
6" MIN CRUSHED
STONE
VAPOR RETARDER
W.W.F. SEE SLAB
PLAN FOR SIZE
RIGID INSULATION, SEE
ARCH. DWGS.
1:1 HAUNCH
#5 @ 12" O.C., EXTEND
5'-0" INTO SLAB
LAP LENGTH4' - 4" HIGH KNEEWALLT.O. SLAB VEH STORAGE
-1' -0"
J.5
SEE PIER SCHEDULE FOR VERTICAL
REINFORCING SIZES
SEE FOOTING SCHEDULE FOR
REINFORCEMENT SIZES AND SPACING
PRE-ENGINEERED FRAME
WITH BASEPLATE BY MBM
3/4" LAYER OF N.S. GROUT WITH 1/4"
LEVELING PLATE BY G.C. (TYP.)
#5 TOP HOOKS, MIN. (4) PER PIER
3/4" CHAMFER (TYP.)
ANCHOR BOLTS, SEE ANCHOR BOLT
DETAIL ON S002 FOR EMBEDMENT DEPTH
RIGID INSULATION,
SEE ARCH. DWGS.
CONTINUE FOUNDATION
WALL AND KNEE WALL
REINFORCING THROUGH PIER
VAPOR RETARDER
RIGID INSULATION, SEE ARCH. DWGS.
W.W.F. SEE SLAB PLAN FOR SIZE
COLUMN ISOLATION JOINT,
SEE DETAIL ON S002
6" MIN. OF CRUSHED STONE
(6) #4 TIES @ 1 1/2" IN FIRST 10"
OF PIER. REST OF TIES @ 12" O.C.
SEE FTG. SCHEDULE FOR DIMENSIONS
EQUAL TO C.L. COLUMN BASE EQUAL TO C.L. COLUMN BASE
MIN.
1' - 0"4'-0" MIN. BELOW GRADE4' - 4"1/4" PREFORMED JOINT
FILLER WITH SEALANT
TYP.
8 1/2"
NATIVE UNDISTURBED SOIL OR
COMPACTED STRUCTURAL FILL
3" CRUSHED STONE
BEDDING
ADD'L SLAB REINF.
AT PIERS, SEE PLAN
T.O. SLAB VEH STORAGE
-1' -0"
I.1I
4' - 4" HIGH KNEEWALL#6 @ 12" O.C. (TYP.)
8" CONCRETE KNEEWALL
#5 @ 12" O.C. (TYP.)
REFER TO ARCH.
DWGS. FOR WALL
ASSEMBLY (TYP.)
GIRT BY MBM
REFER TO ARCH.
FOR METAL PANEL
DETAILS (TYP.)
METAL PANEL TIE-DOWN ANGLE BY
METAL BUILDING MANUFACTURER
RIGID INSULATION,
SEE ARCH. DWGS.
SEE FOOTING SCHEDULE
FOR REINFORCEMENT SIZES
AND SPACING
CONTINUE FOUNDATION
WALL AND KNEE WALL
REINFORCING THROUGH PIER
NATIVE UNDISTURBED SOIL OR
COMPACTED STRUCTURAL FILL
3" CRUSHED STONE
BEDDING
ANCHOR BOLTS, SEE ANCHOR BOLT
DETAIL ON S002 FOR EMBEDMENT DEPTH
SEE PIER SCHEDULE FOR VERTICAL
REINFORCING SIZES
6" MIN. OF CRUSHED STONE
VAPOR RETARDER
RIGID INSULATION, SEE ARCH. DWGS.
W.W.F. SEE SLAB PLAN FOR SIZE
CONCRETE INFILL AT EACH
PIER (TYP.)
COLUMN ISOLATION JOINT,
SEE DETAIL ON S002
1' - 0"1/2" COMPRESSIBLE
FILL @ FRAME FLANGE
SEE DETAIL 11/S002
7 1/2"
1/2"4'-0' MIN. BELOW GRADEMIN.
1' - 0"EQUAL TO C.L. COLUMN BASE EQUAL TO C.L. COLUMN BASE
SEE FTG. SCHEDULE FOR DIMENSIONS
3/4" LAYER OF N.S. GROUT WITH 1/4"
LEVELING PLATE BY G.C. (TYP.)
#5 TOP HOOKS EA. CORNER,
(4) MIN. PER PIER
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
TOWN OF YARMOUTH
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
DECEMBER 24, 2019
FOUNDATION
SECTIONS AND
DETAILS II
S402
AAC
KMC
NMS
2170117
CONFORMED
SCALE: 3/4" = 1'-0"2 FOUNDATION SECTION @ VEHICLE STORAGE PIER
SCALE: 3/4" = 1'-0"1 FOUNDATION SECTION @ SHOPS PIER
SCALE: 3/4" = 1'-0"5 FOUNDATION SECTION @ SHOPS AND VEHICLE STORAGE
SCALE: 3/4" = 1'-0"6 FOUNDATION SECTION @ VEHICLE STORAGE AND VEHICLE MAINTENANCE
SCALE: 3/4" = 1'-0"7 FOUNDATION SECTION @ VEHICLE STORAGE AND CANOPY
SCALE: 3/4" = 1'-0"3 FOUNDATION SECTION @ CANOPY PIER
SCALE: 3/4" = 1'-0"4 FOUNDATION SECTION @ VEHICLE MAINTENANCE PIER
PREFABRICATED TRENCH,
AS SPECIFIED BY PLUMBING
LOW POINT OF SLAB
@ RIM OF TRENCH
SLOPE SLOPE
6" MIN. CRUSHED STONE
VAPOR RETARDER
#4 HOOK BARS EMBEDDED IN
SLAB AND INSERTED THROUGH
TRENCH DRAIN REBAR CLIP (4
EA. PER 4' SECTION OF TRENCH)
#4 HORIZ. BARS, LENGTH
OF TRENCH + 3'
#5 @ 12"
1' - 6"
WIDTH
T.O. SLAB VEH STORAGE
-1' -0"
2
6" PVC WATERSTOP
#5 BARS @ 12" O.C.
(4) #5 BARS
#5X4'-0" LONG @ WALL
REINF. SPACING
W.W.F. SEE SLAB
PLAN FOR SIZE
BOND BEAM @ 4'-0"
O.C. (TYP.)8" CMU WALL
VERTICAL WALL REINF.
IN GROUT (TYP.)
1"
3"
VAPOR BARRIER
6" MIN. CRUSHED
STONE
1' - 0 3/16"
4"
10"
10"
10"
10"
4' - 0"
8"8"T.O. SLAB VEH STORAGE
-1' -0"
6'W X 8'L X 6'D PRECAST
SUMP TANK WITH
MINIMUM CAPACITY OF
2,150 GALLONS
SQUARE
2' - 0"
SLOPE SLOPE
HDG W-19-4 2X3/8 HEAVY DUTY
GRATING RATED FOR HS20 LOADING
BY MISC. METALS, INSTALLED BY G.C.
SEE PLAN VIEW FOR ELEV. OF RIM
DIMENSIONS AND REINFORCING
OF TANK WALLS, ROOF, AND SLAB
BY PRECAST MANUFACTURER
HDG L2-1/2X2-1/2X1/4 FRAME WITH 1/2" DIA.
STEEL HEADED STUDS, 3" LONG @ 1'-0" O.C.
BY MISC. METALS, INSTALLED BY G.C.
NATIVE UNDISTURBED SOIL OR
COMPACTED STRUCTURAL FILL
3" CRUSHED STONE
BEDDING
W.W.F. SEE SLAB PLAN FOR SIZE
CAST-IN-PLACE
CONCRETE
COLLAR 12" DEEP
8"
(2) #5 BARS IN COLLAR
ADDITIONAL DIAGONAL
REINFORCING IN SLAB
5' - 0"6' - 0"MIN.
1' - 0"
T.O. SLAB ADMIN
0"
B.2
6" MIN CRUSHED STONE
VAPOR RETARDER
#5 @ 12" W/ STD. HOOK
EA. FACE (TYP)
#5 @ 12" O.C. HORIZ. EA. FACE(4) CONT. #5
EVENLY SPACED
W.W.F. SEE SLAB PLAN FOR SIZE
RIGID INSULATION, SEE ARCH. DWGS.
1:1 HAUNCH
6" SLAB ON GRADE, REFER TO PLAN
REFER TO ARCH.
DWGS. FOR WALL
ASSEMBLY (TYP.)
2"X4" SHEAR
KEY (TYP.)
RIGID INSULATION,
SEE ARCH. DWGS.
NATIVE UNDISTURBED SOIL OR
COMPACTED STRUCTURAL FILL
3" CRUSHED STONE
BEDDING
6" STUD BACKUP WALL BY COLD FORMED
STEEL CONTRACTOR
HDG HSS3-1/2X3-1/2X3/8 @ 4'-0" O.C. MAX. W/ 9"X5"X1/2"
BASEPLATE BY MISC. METALS. PROVIDE UNDER
WINDOWS WITH WIDTHS GREATER THAN 8'-0"
(2) SIMPSON SB 7/8'X24" HDG ANCHOR BOLTS OR
APPROVED EQUAL PER SUPPORT. ANCHOR BOLTS
PROVIDED AND INSTALLED BY MISC. METALS
COORDINATE WITH
ARCH. DWGS. FOR
METAL PANEL
OPENINGS
1' - 4"
8"
MIN.
1' - 0"3' - 0"
T.O. SLAB VEH STORAGE
-1' -0"
SLOPE SLOPE
HDG W-19-4 2X3/8 HEAVY DUTY
GRATING RATED FOR HS20 LOADING
BY MISC. METALS, INSTALLED BY G.C.
SEE PLAN VIEW FOR ELEV. OF RIM
HDG L2-1/2X2-1/2X1/4 FRAME WITH 1/2" DIA.
STEEL HEADED STUDS, 3" LONG @ 1'-0" O.C.
BY MISC. METALS, INSTALLED BY G.C.
W.W.F. SEE SLAB PLAN FOR SIZE ADDITIONAL DIAGONAL
REINFORCING IN SLAB
COORDINATE WITH PLUMBING DWGS.4' - 0"(TYP.)
8"
2"X2" SHEAR
KEY (TYP.)
#4 @ 8" O.C. WITH
STD. HOOK (TYP.)
#4 @ 8" O.C. (TYP.)
#4 @ 8" O.C. WITH
STD. HOOK (TYP.)
2' - 0" MIN.1' - 0"SQUARE
2' - 0"
PIPE, SEE
PLUMBING DWGS.
FOR PIPE INVERT
1
3
#5 @ 12" O.C. (TYP.)
6"
#5 @ 12" O.C. (TYP.)
VAPOR
RETARDER
CONT. #5 AROUND
SUMP PIT
NATIVE UNDISTURBED SOIL OR
COMPACTED STRUCTURAL FILL
3" CRUSHED STONE
BEDDINGMIN.
1' - 0"4' - 4"
T.O. SLAB VEH STORAGE
-1' -0"
8"8"8"
(TYP.)
2' - 0" MIN.
HDG W-19-4 1-3/4X1/4 HEAVY DUTY
GRATING RATED FOR HS20 LOADING
BY MISC. METALS, INSTALLED BY G.C.
HDG L2X2X1/4 FRAME WITH 1/2" DIA. STEEL
HEADED STUDS, 3" LONG @ 1'-0" O.C. BY
MISC. METALS, INSTALLED BY G.C.
W.W.F. SEE SLAB PLAN FOR SIZE
#4 BARS EA. SIDE
OF TRENCHVARIES
(4) #5 BARS
EQUALLY SPACED
#5 @ 12" O.C. (TYP.)8" MIN.SLOPESLOPE
T.O. SLAB VEH STORAGE
-1' -0"SEE APPROVED SHOP DWGS. FOR PIT DEPTH6' - 8"5'-0" MIN.
SEE APPROVED SHOP DWGS. FOR PIT WIDTH
RIGID INSULATION, SEE APPROVED
SHOP DWGS.MIN.1' - 4"CONCRETE BASE SLAB, SEE
APPROVED SHOP DWGS.
PEA GRAVEL BACKFILL, SEE
APPROVED SHOP DWGS.
NATIVE UNDISTURBED SOIL OR
COMPACTED STRUCTURAL FILL
3" CRUSHED STONE
BEDDING
16"
36"
INGROUND
LIFT
TRENCH PIT1
2
COMPACTED CRUSHED STONE
(2) CONT. #5 STD. HOOK EACH END
SHOP DWGS.
SEE APPROVED
#4 BAR @ 12" O.C.
(2) LAYERS W.W.F. SEE SLAB
PLAN FOR SIZE
SEE APPROVED SHOP DWGS.1' - 8"S403
7
MIN.
1' - 0"
T.O. SLAB VEH STORAGE
-1' -0"
DIMENSIONS AND REINFORCING
OF TANK WALLS, ROOF, AND SLAB
BY PRECAST MANUFACTURER
NATIVE UNDISTURBED SOIL OR
COMPACTED STRUCTURAL FILL
3" CRUSHED STONE BEDDING
W.W.F. SEE SLAB PLAN FOR SIZE ADDITIONAL DIAGONAL
REINFORCING IN SLAB
MIN.
1' - 0"
COORDINATE DIMENSIONS
OF PRE-TREATMENT TANK
WITH EQUIPMENT DWGS.10"2'-0" DIA. HS-20 RATED TANK
COVER WITH EMBED SUPPORT BY
PRECAST MANUFACTURER(2) CIRCULAR #5 BARS IN COLLAR
COLLAR CAST
IN WITH SLAB
HDG L2X2X1/4 EMBEDDED WITH 1/2" DIA.
X 3" LONG HEADED STUDS, WELDED @
18" O.C. @ PERIMETER, PROVIDED AND
INSTALLED BY MISC. METALS
2' - 0"
TOP OF SLAB EL. (-1'-0")
SLOPE SLAB TO
TOP OF ANGLE
T.O. STEEL EL. (-11-1/2")
T.O. SLAB VEH STORAGE
-1' -0"
T.O. SLAB VEH STORAGE
-1' -0"
BASE PLATE AND
ANCHOR BOLTS BY MBM
3/4" N.S. GROUT PAD
COLUMN ISOLATION JOINT,
SEE DETAIL ON S002
MEZZANINE COLUMN
BY MBM (TYP.)
W.W.F. SEE SLAB
PLAN FOR SIZE
VAPOR RETARDER
CRUSHED STONE
CONCRETE INFILL AT
EACH INTERIOR
COLUMN (TYP.)
SEE FOOTING SCHEDULE FOR
REINFORCING SIZE AND SPACING
CRUSHED STONE
NATIVE UNDISTURBED SOIL OR
COMPACTED STRUCTURAL FILL
3" CRUSHED STONE
BEDDING
SEE FTG. SCHEDULE FOR DIMENSIONS
MIN.
1' - 0"
SEE PIER SCHEDULE FOR
PIER REINFORCING
6"6"#4 DOWELS W/ 4" MIN.
EMBED, 12" O.C. EA. WAY,
HILTI HY-200 OR EQUAL
4X4 W2.9XW2.9
W.W.F.
#3 NOSING BARS (TYP)
#4 @ 12
(3) #4 BARS
CONCRETE SLAB ON GRADE
ROUGHENED SURFACE
CAST-IN-PLACE
CONCRETE STAIR
CAST IN PLACE
CONCRETE RAMP,
COORD. WITH ARCH.
#4 @ 12" EA. WAY
#4 DRILLED AND EPOXIED INTO
SLAB @ 12" O.C. EA. WAY, 4"
EMBED, HILTI HY-200 OR EQUAL
4X4 W2.9XW2.9 W.W.F.
ROUGHENED SURFACE
1' - 0"SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
TOWN OF YARMOUTH
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
DECEMBER 24, 2019
FOUNDATION
SECTIONS AND
DETAILS III
S403
AAC
KMC
NMS
2170117
CONFORMED
SCALE: 3/4" = 1'-0"1 SECTION THROUGH PREFAB TRENCH
SCALE: 3/4" = 1'-0"3 SECTION @ WASHBAY CMU WALL
SCALE: 3/4" = 1'-0"8 SECTION @ FLUIDS ROOM PRECAST SUMP
SCALE: 3/4" = 1'-0"4 SUPPLEMENTAL FRAMING AT OPENINGS
SCALE: 3/4" = 1'-0"5 SECTION @ WASH BAY SUMP
SCALE: 3/4" = 1'-0"2 SECTION @ WASHBAY TRENCH DRAIN
SCALE: 3/4" = 1'-0"9 SECTION @ INGROUND LIFT TRENCH PIT
SCALE: 3/4" = 1'-0"6 SECTION @ PRE-TREATMENT TANK
SCALE: 1 1/2" = 1'-0"7 ENLARGED DETAIL @ EDGE OF LIFT PIT
SCALE: 3/4" = 1'-0"10 FOUNDATION SECTION @ INTERIOR ISOLATED PIER AND FOOTING
SCALE: 3/4" = 1'-0"11 SECTION @ C.I.P. CONCRETE STAIR
SCALE: 3/4" = 1'-0"12 SECTION @ C.I.P. CONCRETE RAMP
TREAD INSERTS, SEE ARCH.
3 10/11/19 ADDENDUM #3
3
6.3
3/8" BENT PLATE AT
POUR STOP BY MBM
GUARDRAIL, SEE
ARCH. DWGS.
8" CMU WALL, COORD.
WITH ARCH.
STRUCTURAL
FRAMING BY MBM
#4 X 4'-0" @ 12" O.C.
WELDED TO POUR STOP
W.W.F. 4X4 W2.9XW2.9
3" CONCRETE SLAB ON 1-1/2"
COMPOSITE METAL DECKING
C10X15.3 MIN. BY
MISC. METALS
PL TO
CHANNEL
T.O. MEZZANINE #3
11' -0"4" MIN.HORIZ. LADDER REINFORCING
@ 16" O.C.
#5 @ 32" IN FULLY
GROUTED CELLS
BEAM CONNECTIONS
BY MBM1"CMU ANGLE SUPPORT BY
MISC. METALS, REFER TO
TYP. DETAILS SHEET
8
SEE ARCH. DWGS.
FOR WALL ASSEMBLY
1/2" GAP WITH BACKER
ROD AND SEALANT
3/8" BENT PLATE AT
POUR STOP BY MBM
#4 X 4'-0" @ 12" O.C.
WELDED TO POUR STOP
3" CONCRETE SLAB ON 1-1/2"
COMPOSITE METAL DECKING
STRUCTURAL
FRAMING BY MBM
W.W.F. 4X4 W2.9XW2.9
CONNECTION PLATE AND
HARDWARE BY MBM
GIRT BY MBM
T.O. MEZZANINE #1
12' -0"
3/8" BENT PLATE AT
POUR STOP BY MBM
GUARDRAIL, SEE
ARCH. DWGS.
STRUCTURAL
FRAMING BY MBM
#4 X 4'-0" @ 12" O.C.
WELDED TO POUR STOP
W.W.F. 4X4 W2.9XW2.9
3" CONCRETE SLAB ON 1-1/2"
COMPOSITE METAL DECKING
C10X15.3 MIN. BY
MISC. METALS
PL TO
CHANNEL
CONNECTION PLATE AND
HARDWARE BY MBM4" MIN.E.O.D.
5"
T.O. MEZZANINE #1
12' -0"
3/8" BENT PLATE AT
POUR STOP BY MBM
GUARDRAIL, SEE
ARCH. DWGS.
STRUCTURAL
FRAMING BY MBM
#4 X 4'-0" @ 12" O.C.
WELDED TO POUR STOP
W.W.F. 4X4 W2.9XW2.9
3" CONCRETE SLAB ON 1-1/2"
COMPOSITE METAL DECKING
C10X15.3 MIN. BY
MISC. METALS
HSS HANGER COLUMN
STIFFENERS PLATES,
EA. SIDE AS
REQUIRED BY MBM
ROOF PURLIN BY MBM
FRAME BY MBM (4) 3/4" DIA. ASTM 325
BOLTS MIN., PROVIDE
DBL NUTS (TYP.)
CONNECTION PLATE
AND HARDWARE BY
MBM
1/4
1/4 MIN.
TYP.4" MIN.T.O. MEZZANINE #1
12' -0"
D
SEE ARCH. DWGS.
FOR WALL ASSEMBLY
1/2" GAP WITH BACKER
ROD AND SEALANT
3/8" BENT PLATE AT
POUR STOP BY MBM
#4 X 4'-0" @ 12" O.C.
WELDED TO POUR STOP
3" CONCRETE SLAB ON 1-1/2"
COMPOSITE METAL DECKING
STRUCTURAL
FRAMING BY MBM
W.W.F. 4X4 W2.9XW2.9
CONNECTION PLATE AND
HARDWARE BY MBM
H
3/8" BENT PLATE AT
POUR STOP BY MBM
GUARDRAIL, SEE
ARCH. DWGS.
STRUCTURAL
FRAMING BY MBM
#4 X 4'-0" @ 12" O.C.
WELDED TO POUR STOP
W.W.F. 4X4 W2.9XW2.9
3" CONCRETE SLAB ON 1-1/2"
COMPOSITE METAL DECKING
C10X15.3 MIN. BY
MISC. METALS
PL TO
CHANNEL
CONNECTION PLATE AND
HARDWARE BY MBM4" MIN.T.O. MEZZANINE #2
13' -0"
I.1I
T.O. MEZZANINE #3
11' -0"
T.O. MEZZANINE #2
13' -0"
1"
E.O.D.
4 3/4"
SEE ARCH. DWGS.
FOR WALL ASSEMBLY
#4 X 4'-0" @ 12" O.C.
WELDED TO POUR STOP
MEZZANINE #2 3" CONCRETE SLAB ON
1-1/2" COMPOSITE METAL DECKING
STRUCTURAL
FRAMING BY MBM
W.W.F. 4X4 W2.9XW2.9
CONNECTION PLATE AND
HARDWARE BY MBM
#4 X 4'-0" @ 12" O.C.
WELDED TO POUR STOP
W.W.F. 4X4 W2.9XW2.9
SEE ARCH. DWGS.
FOR WALL ASSEMBLY
1/4" MIN. GUSSET @
24" O.C. (2) MIN.
STRUCTURAL
FRAMING BY MBM3/8" BENT PLATE POUR
STOP BY MBM
3/8" BENT PLATE
POUR STOP BY MBM
MEZZANINE #3 3" CONCRETE SLAB ON
1-1/2" COMPOSITE METAL DECKING
T.O. MEZZANINE #1
12' -0"
3/8" BENT PLATE AT
POUR STOP BY MBM
GUARDRAIL, SEE
ARCH. DWGS.
STRUCTURAL
FRAMING BY MBM
#4 X 4'-0" @ 12" O.C.
WELDED TO POUR STOP
W.W.F. 4X4 W2.9XW2.9
3" CONCRETE SLAB ON 1-1/2"
COMPOSITE METAL DECKING
C10X15.3 MIN. BY
MISC. METALS
PL TO
CHANNEL
CONNECTION PLATE AND
HARDWARE BY MBM
E.O.D.
5"1" MIN.HORIZ. LADDER REINFORCING
@ 16" O.C.
#5 @ 32" IN FULLY
GROUTED CELLS 4" MIN.SEE DETAIL 1/S003 FOR
MASONRY PARTITION BRACING
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
TOWN OF YARMOUTH
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
DECEMBER 24, 2019
STEEL SECTIONS
& DETAILS
S411
AAC
KMC
NMS
2170117
CONFORMED
SCALE: 3/4" = 1'-0"1 MEZZANINE #3 SECTION @ GUARDRAIL
SCALE: 3/4" = 1'-0"2 MEZZANINE SECTION @ EXTERIOR WALL
SCALE: 3/4" = 1'-0"3 HANGING MEZZANINE #1 SECTION @ GUARDRAIL
SCALE: 3/4" = 1'-0"4 HANGING MEZZANINE #1 SECTION @ COLUMN
SCALE: 3/4" = 1'-0"5 HANGING MEZZANINE #1 SECTION @ FUME SEPARATION WALL
SCALE: 3/4" = 1'-0"6 HANGING MEZZANINE #2 SECTION @ GUARDRAIL
SCALE: 3/4" = 1'-0"7 SECTION @ MEZZANINE #2 AND #3 DIVIDER
SCALE: 3/4" = 1'-0"8 HANGING MEZZANINE #1 SECTION @ CMU WALL
1
K
J
50' - 0"3
S501
REFER TO SITE DWGS.
FOR CATCH BASIN &
DRAINAGE DETAILSH.P.H.P.
H.P.
REFER TO
ARCH. FOR
STAIR DETAILS
S501
4
8" LEVEL
LANDING PAD
8' - 0"6' - 0"
6
S501
S501
2
5
S403
24' - 0"
1
K
J
L3X3X1/4
L3X3X1/4W6X20
L3X3X1/4L3X3X1/4L3X3X1/4L3X3X1/4L3X3X1/4L3X3X1/4C12X20.7C12X20.7C12X20.7C12X20.7C12X20.7 C12X20.7C12X20.7W6X9 W6X9
W6X9 W6X9
W6X9
W6X9
9' - 8"9' - 8"5' - 8 1/2"4' - 0"5' - 8 1/2"VERT. "X" BRACE
DECK SPAN
NOTES:
1. ALL CATWALK FRAMING SHALL BE FABRICATED AND
ERECTED BY MISC. METALS FSB.
2. ALL STEEL AND HARDWARE SHALL BE HOT DIPPED
GALVANIZED IN ACCORDANCE WITH ASTM A153 AND ASTM
A123, RESPECTIVELY.
3. DECK SHALL BE HDG 2" X 3/16" 19-W-4 BAR GRATING WITH
SERRATED NON-SLIP SURFACE, MCNICHOL'S OR
APPROVED EQUAL, SPANNING AS INDICATED ON THE PLAN.
WITH ARCH. DWGS.
COORD. STAIR
MC8X18.7
8
S501
VERT. "X" BRACE
S501
10
S501
11
7
S501
9
S501
T.O. SLAB VEH STORAGE
-1' -0"8"#4 @ 12" E.W.
(2) #4 IN HAUNCH
SLOPE SLAB TO
CATCH BASIN
6" CRUSHED STONE
#4 @ 12"
3' - 0"
1' - 0"1' - 8"TOOL EDGE OF
CONCRETE TYP.
1' - 2"1' - 2"4"6"4"3"8"3"3/4" HDG BASEPLATE
(4) -3/4" DIA. HDG HEADED
ANCHOR RODS, MIN. 12"
EMBEDMENT
(4) VERT. #4 EA.
CORNER W/ STD.
HOOKS TOP & BOT.
VERT. #4 HOOKS
BOT. ONLY
HDG W6X9 (TYP)
CONCRETE PIER
5
S501
T.O. SLAB VEH STORAGE
-1' -0"1' - 0"3' - 0"1' - 0"11"1' - 2"11"
(3) -#3 TIES IN TOP 5"
REMAINING TIES @ 12"
#4 VERTICALS, SEE PIER PLAN
12"X12"X3/4" HDG PL
HDG W6X9
(4) -#5 E.W.
HDG 3/4" DIA.
ANCHOR BOLTS
T.O. SLAB VEH STORAGE
-1' -0"
HDG 1/2" DIA. ANCHORS,
DRILL AND EPOXY HILTI HY
200 OR EQUAL, 5" MIN. EMBED
HDG L4X4X1/4" 0'-4"
LONG, EA. END
8" LEVEL LANDING PAD
W/ #4 @ 12" E.W.
1/4" CLOSURE PLATE
C 1 2 X 2 0 .7
SLOPE TO CATCH BASIN
REFER TO ARCH. FOR STAIR
AND RAILING DETAILS
3
SIDES
3/4" DIA. ROD BRACING
W6X9W6X9 W6X9
C12X20.7 C12X20.7
C 1 2 X 2 0 .7
9' - 8"9' - 8"
T.O. GRATING
EL. 8'-9"
MC8X18.7
L3X3X1/4 L3X3X1/4
4"3/4" DIA. ROD BRACE
W6X9
W6X20
C12X20.7
2"X3/16" 19-W-4
GRATING
REFER TO ARCH. FOR
GUARDRAIL DETAILS
1/4" GUSSET PLATES
L3X3X1/4" CONT. ANGLE.
DECKING TIE-DOWN AS
SPECIFIED BY MANUFACTURER
REFER TO ARCH. FOR
GUARDRAIL DETAILS
1/4" CAP PLATE,
BOLT TO CHANNEL
W6X9
C12 BEYOND
L3X3X1/4"
C12X20.7
L3X3X1/4" BEYOND
2"X3/16" 19-W-4
GRATING
L3X3X1/4
L3X3X1/4C12X20.7MC8X18.7
W6X9
6X6X1/4" PL
4X3X1/4" PL
@ EA. BOLT1/4" CAP PL
MITRE JOINTC12X20.7L3X2X1/4"
0'-6" LONG
GRATING
NOT SHOWN
1/4" CAP PL.W6X9L3X3X1/4L3X3X1/4C12X20.7C12X20.7
L3X3X1/4
1/4" BENT PL.
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
TOWN OF YARMOUTH
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
DECEMBER 24, 2019
KNOCKDOWN PAD
PLAN, CATWALK
FRAMING PLAN,
DETAILS AND
SECTIONS
S501
Author
Checker
Approver
2170117
CONFORMED
SCALE: 1/4" = 1'-0"1 KNOCKDOWN PAD PLAN
SCALE: 3/8" = 1'-0"2 VEHICLE WASH CATWALK FRAMING PLAN
SCALE: 3/4" = 1'-0"3 SECTION @ EDGE OF KNOCK DOWN PAD
SCALE: 1 1/2" = 1'-0"4 CATWALK PIER PLAN
SCALE: 1" = 1'-0"5 CATWALK FOUNDATION SECTION
SCALE: 3/4" = 1'-0"6 BASE OF STAIR ATTACHMENT DETAIL
SCALE: 1/2" = 1'-0"7 CATWALK SECTION
SCALE: 1" = 1'-0"8 EDGE OF CATWALK SECTION I
SCALE: 1" = 1'-0"9 EDGE OF CATWALK SECTION II
SCALE: 1 1/2" = 1'-0"10 ENLARGED CATWALK DETAIL I
SCALE: 1 1/2" = 1'-0"11 ENLARGED CATWALK DETAIL II
SCALE:12 3D - CATWALK
3/4" DIA. ROD
BRACING
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
TOWN OF YARMOUTH
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
DECEMBER 24, 2019
3D VIEWS
S601
AAC
KMC
NMS
2170117
CONFORMED
N.T.S.
1 3D STRUCTURE - LOOKING NORTHEAST
N.T.S.2 3D STRUCTURE - LOOKING NORTHWEST
N.T.S.
3 3D STRUCTURE - LOOKING SOUTHEAST
N.T.S.
4 3D STRUCTURE - LOOKING SOUTHWEST
N.T.S.
5 3D CONCRETE STRUCTURE - LOOKING NORTHEAST
N.T.S.6 3D CONCRETE STRUCTURE - LOOKING NORTHWEST
N.T.S.
7 3D CONCRETE STRUCTURE - LOOKING SOUTHEAST
N.T.S.
8 3D CONCRETE STRUCTURE - LOOKING SOUTHWEST
NOTE:
1. 3D VIEWS SHOWN FOR REFERENCE ONLY.
1. THE CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY
FOR AND OBTAIN ALL NECESSARY CONSTRUCTION PERMITS.
2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND ALL
CONSTRUCTION MEANS AND METHODS. PRIOR TO BEGINNING CONSTRUCTION, CONTRACTOR
SHALL WALK THE SITE WITH THE ARCHITECT TO GAIN A THOROUGH UNDERSTANDING OF THE
PROJECT, INCLUDING ANY SPECIAL CONDITIONS AND CONSTRAINTS.
3. SITE PREPARATION AND DEMOLITION SHALL INCLUDE THOSE AREAS WITHIN THE LIMIT OF
WORK LINE AS SHOWN ON THIS CONTRACT.
4. THE CONTRACTOR SHALL COMPLY WITH MASSACHUSETTS GENERAL LAWS CHAPTER 82,
SECTION 40A, AS AMENDED, WHICH STATES THAT NO ONE MAY EXCAVATE IN THE
COMMONWEALTH OF MASSACHUSETTS EXCEPT IN AN EMERGENCY WITHOUT 72 HOURS
NOTICE, EXCLUSIVE OF SATURDAYS, SUNDAYS AND LEGAL HOLIDAYS, TO NATURAL GAS
PIPELINE COMPANIES, AND MUNICIPAL UTILITY DEPARTMENTS THAT SUPPLY GAS, ELECTRICITY,
TELEPHONE, OR CABLE TELEVISION SERVICE IN OR TO THE CITY OR TOWN WHERE THE
EXCAVATION IS TO BE MADE. THE CONTRACTOR SHALL CALL "DIG SAFE" AT 1-888-DIG-SAFE.
5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL CONDITIONS IN THE FIELD AND
REPORT DISCREPANCIES BETWEEN PLANS AND ACTUAL CONDITIONS TO THE OWNER OR
OWNER'S REPRESENTATION IMMEDIATELY.
6. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE THE LOCATION OF UNDERGROUND
UTILITIES SHOWN ON CIVIL PLANS AND SHALL CONTACT THE PROPER LOCAL AUTHORITIES OR
RESPECTIVE UTILITY COMPANY TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES
BEFORE COMMENCING WORK. ANY DAMAGE DUE TO FAILURE OF THE CONTRACTOR TO
CONTACT THE PROPER AUTHORITIES SHALL BE BORNE BY THE CONTRACTOR.
7. CARE SHOULD BE TAKEN IN ALL EXCAVATIONS DUE TO POSSIBLE EXISTENCE OF UNRECORDED
UTILITY LINES.
8. EXCAVATION REQUIRED WITHIN PROXIMITY OF EXISTING UTILITY LINES SHALL BE DONE BY
HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES
INCURRED DURING CONSTRUCTION OPERATIONS.
9. REMOVE AND STOCKPILE ALL EXISTING SITE LIGHTS, BENCHES, TRASH RECEPTACLES, TRAFFIC
SINGES, GRANITE CURBS, AND OTHER SITE IMPROVEMENTS WITHIN LIMIT OF WORK LINE
UNLESS OTHERWISE NOTED.
10. ANY AREA OUTSIDE THE LIMIT OF WORK THAT IS DISTURBED SHALL BE RESTORED TO ITS
ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.
11. CONSULT ALL OF THE DRAWINGS AND SPECIFICATIONS FOR COORDINATION REQUIREMENTS
BEFORE COMMENCING DEMOLITION. CONTRACTOR SHALL PERFORM HAZARDOUS BUILDING
MATERIALS ABATEMENT AS REQUIRED BY THE SPECIFICATIONS PRIOR TO THE START OF ANY
DEMOLITION.
12. CONTRACTOR SHALL SUPPLY AND MAINTAIN FOR THE DURATION OF DEMOLITION ALL
NECESSARY DEVICES FOR EROSION, SEDIMENTATION AND DUST CONTROL, ETC.
13. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE
MATERIAL AND FOOTINGS OR FOUNDATIONS AS APPLICABLE, AND LEGALLY DISPOSED OF OFF-
SITE BY CONTRACTOR.
14. TREE AND SHRUB PROTECTION SHALL BE PER SPECIFICATIONS.
15. BEFORE ANY TREES OR SHRUBS ARE REMOVED, THE CONTRACTOR SHALL ARRANGE A
CONFERENCE ON THE SITE WITH THE OWNER OR OWNER'S REPRESENTATIVE TO IDENTIFY
TREES AND SHRUBS THAT ARE TO BE REMOVED, AS WELL AS THOSE WHICH ARE TO BE
PROTECTED. DO NO CLEARING WITHOUT A CLEAR UNDERSTANDING OF EXISTING CONDITIONS
TO BE PRESERVED.
DEMOLITION NOTES
DEMOLITION KEY NOTES
1 DEMOLISH EXISTING BUILDINGS; STRUCTURAL FRAMES, WALLS, FOUNDATIONS, ROOF AND
SLABS, MECHANICAL, ELECTRICAL, AND PLUMBING SYSTEMS ETC. FOR RECYCLING AND/OR
PROPER DISPOSAL. CONTRACTOR TO COORDINATE WITH ALL DRAWINGS, SPECIFICATIONS AND
TRADES. SEE IMAGE A-H FOR BUILDING PHOTOGRAPHS.
2 DEMOLISH EXISTING PAVING AREA; CURBES, LIGHTS AND SIGNAGES ETC. COORDINATE EXACT
EXTENT WITH CIVIL DRAWINGS
PLAN LEGEND
APPROXIMATE OUTLINE OF STRUCTRE / BUILDING TO
BE DEMOLISHED
- CONTRACTOR TO V.I.F. EXACT DIMENSIONS IN FIELD
DEMOLITION GENERAL NOTES
DEMOLISH ALL:
• MECHANICAL EQUIPMENT
• ELECTRICAL FIXTURES, CONDUITS, WIRING, ETC...
• PLUMBING FIXTURES, PANELS, PIPING, ETC...
• FIRE SUPRESSION SYSTEMS, PIPING, CONTROLS, ETC...
• EXTERIOR ELECTRICAL EQUIPMENT INCLUDING TRANSFORMERS, PANELS, CONDUITS,
WIRING, LIGHTING, ETC....
• EXTERIOR DRAINAGE STRUCTURES, ETC....
• CUT & CAP ALL UTILITIES
F APPROXIMATE LOCATION AND EXTENTS
OF PHOTOGRAPH
+/- 40' - 0"+/- 40' - 0"+/- 40' - 0"+/- 84' - 0"+/- 115' - 0"+/- 35' - 2"+/- 43' - 6"+/- 50' - 0"
1
1
1
1
1
1
2
1SIM,
DECK
1
1
THE EXISTING PARKS GARAGE
CONCRETE FNDN WALL EXTENDS
+/-18" FROM THE EDGE OF THE
EXTERIOR WALL
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
DEMOLITION SITE
PLAN
AD100
MF
BPM
DGT
2170117-E
CONFORMED
1" = 20'-0"1 DEMOLITION SITE PLAN
PHOTO A -SALT SHEDS
A
PHOTO B -SALT SHEDS
B
PHOTO C -SHEDS & PARKS GARAGE
PHOTO D -SHEDS
PHOTO E -PARKS GARAGE
PHOTO F -PARKS GARAGE PHOTO G -POLICE MECHANIC GARAGE PHOTO H -POLICE MECHANIC GARAGE
SALT
SHED
SALT
SHED
PARKS
GARAGE
SHED
SHED
D
POLICE
MECHANIC
GARAGE
E
F
G
H
CSHED
SHED
BATT INSULATION /
SOUND ATTENUATION
BLANKET
RIGID/SEMI-RIGID
INSULATION
WOOD STUDS/FRAMING
(DIMENSIONAL LUMBER)
WOOD BLOCKING
FINISH WOOD
PLYWOOD/MDO
PARTICLE BOARD/MDF
CONCRETE
X
X
AX.XX
X
AX.XX
X REVISION MARKER
ALIGN SURFACES
ELEVATION or
WORK POINT (WP)
CONTROL JOINT
CHANGE IN
ELEVATION
-X CHANGE IN
PLANE
SPECIFIC CONSTRUCTION
NOTE
SPECIFIC DEMOLITION
NOTE
WINDOW TYPE
DOOR TYPE
or VISION PANEL (VP)
WALL TYPE
INTERIOR ELEVATION
DETAIL
BUILDING SECTION
1 COLUMN GRID
X
X
X
X
X
AX.XX
ADMINISTRATION
100
X ROOF TYPE
ROOM TAG
DRAWING TITLE
CONCRETE MASONRY
UNIT
PVC
ALUMINUM
A
X
AX.XX
MATCHLINE
STEEL
SAND / P.C. CONCRETE
EARTH
GRAVEL
EXTERIOR ELEVATION
ALIGN
A1.01
1
1 1
1
LEADER
DIMENSION 3' - 0"
1 View Name
1/8" = 1'-0"
SYMBOLS
X
AX.XX WALL SECTION
(REFERENCE SHEET, IF APPLICABLE)
A012
ABBREVIATION
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
ABBREVIATIONS,
SYMBOLS,
LEGEND AND
GENERAL NOTES
A011
MF
BPM
DGT
2170117-E
CONFORMED
SOLSUR SOLID SURFACE (COUNTER)
SPC SPECIAL
SPEC SPECIFICATION
SQ SQUARE
SR SHEET RUBBER
SS STAINLESS STEEL
STD STANDARD
STL STEEL
STOR STORAGE
STRUCT STRUCTURE or STRUCTURAL
SUSP SUSPENDED or SUSPENSION
SV SHEET VINYL
SYS SYSTEM(S)
T
T & B TOP AND BOTTOM
T & G TONGUE AND GROOVE
TB TRASH BARREL
TBA TO BE ABANDONED
TBB TILE BACKER BOARD
TBD TO BE DETERMINED
TBOC TOP BACK OF CURB
TEL TELEPHONE
TEMP TEMPORARY
THK THICK(NESS)
THRESH THRESHOLD
TOC TOP OF CONCRETE
TOF TOP OF FOOTING
TOL TOP OF LANDING
TOP TOP OF PLATE
TOS TOP OF STEEL
TOW TOP OF WALL
TP TRANSLUCENT PANEL
TR TREAD
TS TUBULAR STEEL
TTD TOILET TISSUE DISPENSER
TW TO WEATHER
TYP TYPICAL
U
UC UNDERCUT
UG UNDERGROUND
UND UNDERSIDE (OF DECK)
UNFIN UNFINISHED
UNO UNLESS NOTED OTHERWISE
UV UNIT VENTILATOR
V
VB VINYL BASE / VAPOR BARRIER
VCT VINYL COMPOSITION TILE
VERT VERTICAL
VEST VESTIBULE
VIF VERIFY IN FIELD
VPD VENEER PLASTER BASE
VS VENT STACK
VT VINYL TREAD
VTS VINYL TRANSITION STRIP
VWB VINYL WALL BASE
VWC VINYL WALL COVERING
W
W WASHER
W/ WITH
W/O WITHOUT
WB WOOD BASE
WC WALL CABINET
WD WOOD
WDC WATERPROOFING,
DAMPPROOFING, & CAULKING
CONTRACTOR
WF WIRE FABRIC
WG WIRE GLASS
WH WALL HUNG
WIN WINDOW
WP WATER PROTECTION
WP'G WATERPROOF(ING)
WR WATER RESISTANT
WS WATER STOP
WT WEIGHT
WWF WELDED WIRE FABRIC
MIN MINIMUM
MIR MIRROR
MISC MISCELLANEOUS
ML MATCH LINE
MLDG MOULDING
MO MASONRY OPENING
MOD MODULAR
MR MOISTURE RESISTANT
MRGB MOISTURE RESISTANT GYPSUM
BOARD
MS METAL STUD
MTD MOUNTED
MTL METAL
MTP METAL TOILET PARTITION
N
N/A NOT APPLICABLE
NAT NATURAL
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NTS NOT TO SCALE
NUM NUMBER
NW NEW
O
OA OVERALL
OC ON CENTER
OD OUTSIDE DIAMETER
OH OVERHEAD DOOR
OPNG OPENING
OPP OPPOSITE
OPPHAND OPPOSITE HAND
OSB ORIENTED STRAND BOARD
OTS OPEN TO STRUCTURE
OW OPERABLE WALL
OZ OUNCE
P
PART BD PARTICLE BOARD
PAV PAVING
PCP PRECAST CONCRETE PLANK
PERIM PERIMETER
PL PROPERTY LINE / PLATE
PLAM PLASTIC LAMINATE
PLAS PLASTIC
PLY PLYWOOD
PMJF PRE-MOLDED JOINT FILLER
PNT PAINT
PNTD PAINTED
PR PAIR
PREFIN PREFINISHED
PRFB POURED RESIN FLOOR BASE
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT PRESSURE TREATED
PTD PAPER TOWEL DISPENSER
PTN PARTITION
PVC POLYVINYL CHLORIDE
PVMT PAVEMENT
Q
QT QUARRY TILE
R
R RISER
R & D REMOVE & DISPOSE
R & R REMOVE AND REPLACE
R & S REMOVE AND SALVAGE
RAD RADIUS
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
REF REFRIGERATOR
REFURB REFURBISH
REINF REINFORCEMENT
RELOC RELOCATED
REM REMOTE
REQ'D REQUIRED
RES RESILIENT
REV REVISION
RFG ROOFING
RFI RIGID FOAM INSULATION
RFS RESINOUS FLOOR SYSTEM
RH RIGHT HAND
RL ROOF LADDER
RM RUBBER MAT
RM ROOM
RO ROUGH OPENING
RT RUBBER TILE
RTU ROOF TOP UNIT
RUB RUBBER
S
S SEALANT
S.L. STRUCTURAL LINE
SACI SPRAY-APPLIED CELLULOSE
INSULATION
SACP SECURITY ALARM CONTROL
PANEL
SAFI SPRAY-APPLIED FOAM
INSULATION
SCHED SCHEDULE
SCR SHOWER CURTAIN ROD
SCW SOLID CORE WOOD
SD SOAP DISPENSER
SECT SECTION
SF SQUARE FEET
SH SINGLE HUNG
SHR SHOWER
SIM SIMILAR
SND SANITARY NAPKIN DISPENSER
SNV SANITARY NAPIKIN VENDOR
F
FA FIRE ALARM
FAAP FIRE ALARM ANNUNCIATOR
PANEL
FACP FIRE ALARM CONTROL PANEL
FAK FIRST AID KIT
FB FIRE BLANKET
FC FILE CABINET
FD FLOOR DRAIN
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FF FINISH FLOOR
FFE FINISH FLOOR ELEVATION
FG FIBERGLASS
FIN FINISH
FLASH FLASHING
FLR FLOOR
FLUOR FLUORESCENT
FOC FACE OF CONCRETE
FOF FACE OF FINISH
FOM FACE OF MASONRY
FOS FACE OF STUD
FOUND FOUNDATION
FP FIREPROOF(ING)
FR FIRE RETARDANT
FRP FIBERGLASS REINFORCED WALL
PANEL
FRTW FIRE RETARDANT TREATED
WOOD
FSB FILED SUB BID
FT FEET
FTG FOOTING
FUR FURRING
G
GA GAUGE
GALV GALVANIZED
GB GRAB BAR
GC GENERAL CONTRACTOR
GDRL GUARD RAIL
GL GLASS
GLAZ GLAZED BLOCK
GLB GLASS BLOCK
GN GOOSENECK
GRT GROUT
GWB GYPSUM WALL BOARD
H
HB HOSE BIB
HC HANDICAP
HD HEAVY DUTY
HDWR HARDWARE
HM HOLLOW METAL
HOR HORIZONTAL
HP HIGH POINT
HT HEIGHT
HTR HEATER
HVAC HEATING, VENTILATING, & AIR
CONDITIONING
HW HOT WATER
I
ID INSIDE DIAMETER
IN INCH
INCL INCLUDED
INFO INFORMATION
INSUL INSULATION
INT INTERIOR
INV INVERT
IRGWB IMPACT-RESISTANT GWB
J
JAN JANITOR
JST JOIST
JT JOINT
K
KD KNOCK-DOWN
KIP 1,000 LBS
KO KNOCKOUT
KPLT KICKPLATE
L
L LENGTH
LAM LAMINATE
LAV LAVATORY
LBL LABEL
LC LEAD COATED
LCC LEAD COATED COPPER
LGMF LIGHT-GAUGE METAL FRAMING
LIN LINOLEUM
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LP LOW POINT
LSC LIFE SAFETY CODE
LT LIGHT
M
M METER
MANUF MANUFACTURER
MAS MASONRY
MAT MATERIAL
MAX MAXIMUM
MB MOSITURE BARRIER
MBL MARBLE
MBR MEMBER
MC MEDICINE CABINET
MDF MEDIUM DENSITY FIBERBOARD
MDO MEDIUM DENSITY OVERLAY
MECH MECHANICAL
MFR MANUFACTURER
MH MANHOLE
A
A/C AIR CONDITION
AC ACOUSTICAL
ACT ACOUSTICAL CEILING TILE
ADJ ADJACENT
AFF ABOVE FINISH FLOOR
ALT ALTERNATE
ALUM ALUMINUM
ANC BLT ANCHOR BOLT
ANOD ANODIZED
APPROX APPROXIMATE
ARCH ARCHITECT
ARGB ABUSE RESISTANT GYPSUM
BOARD
ASPH ASPHALT
AVB AIR VAPOR BARRIER
B
BC BASE CABINET
BD BOARD
BF BRACE FRAME
BITUM BITUMINOUS
BLDG BUILDING
BLK BLOCK
BLKG BLOCKING
BM BENCH MARK
BOF BOTTOM OF FOOTING
BOS BOTTOM OF STEEL
BOTT BOTTOM
BPL BEARING PLATE
BRG BEARING
BRK BRICK
BS BRICK SHELF
BSMT BASEMENT
BVL BEVELED
C
CAB CABINET
CB CEMENT BOARD / CATCH BASIN
CDM CAVITY DRAINAGE MATERIAL
CF CUBIC FEET
CH CEILING HEIGHT
CIP CAST IN PLACE
CJ CONTROL JOINT
CL CENTER LINE / COLUMN LINE
CL CLOSET / CHAIN LINK
CLG CEILING
CLOS CLOSET
CLR CLEAR
CMU CONCRETE MASONRY UNIT
CNTR COUNTER
CO CASED OPENING
COL COLUMN
COMP COMPOSITION
CONC CONCRETE
CONST CONSTRUCTION
CONT CONTINUOUS
CONTC CONTRACTOR
CONV CONVECTOR
COORD COORDINATE
CORR CORRIDOR
CPET COMMON PATH OF EGRESS
TRAVEL
CPT CARPET
CT CERAMIC TILE
CTR CENTER
CW COLD WATER
CWT CERAMIC WALL TILE
CY CUBIC YARD
D
D DRYER
D-PART DEMOUNTABLE PARTITION
DBL DOUBLE
DEMO DEMOLITION
DF DRINKING FOUNTAIN
DH DOUBLE HUNG
DI DRAIN INLET
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DIST DISTANCE
DL DRAIN LEADER
DN DOWN
DR DOOR
DS DOWNSPOUT
DTL DETAIL
DW DISHWASHER
DWG DRAWING
E
EA EACH
EF EACH FACE
EIFS EXTERIOR INSULATED FINISH
SYSTEM
EJ EXPANSION JOINT
EL ELEVATION
ELEC ELECTRIC
ELEV ELEVATOR
EMER EMERGENCY
ENCL ENCLOSURE
EOC EDGE OF CONCRETE
EP ELECTRICAL PANEL
EQ EQUAL
EQUIP EQUIPMENT
ER EXISTING TO REMAIN
ES EXPOSED STRUCTURE
EW EACH WAY
EXH EXHAUST
EXIST EXISTING
EXP EXPANSION
EXT EXTERIOR
MEZZANINE GENERAL NOTES
1. AT EACH MEZZANINE SWING GATE LOCATION, PROVIDE 4" H (RED) LETTER
SIGNAGE AT MEZZANINE FASCIA TO READ: 200LBS/SF MAXIMUM MEZZANINE
LOADING
2. PROVIDE 6'-0" SWING GATE TO MATCH ADJACENT RAILING SYSTEM AT EACH
LOCATION INDICATED.
3. PROVIDE SAFETY CHAIN PER OSHA STANDARDS AT EACH SWING GATE.
4. PROVIDE SAFETY YELLOW PAINT AT MEZZANINE FLOOR AT EACH SWING GATE,
3'-0" BACK FROM SWING GATE.
5. COORDINATE EXACT LOCATION WITH MECHANICAL, STRUCTURAL AND EQUIPMENT
REQUIREMENTS.
6. DO NOT RUN ANY UTILITIES BELOW GATES EXPOSED AND MOUNTED TO WALLS.
MINIMUM CLEARANCE ENVELOPE
DESCRIPTION LOCATION MIN CLEARANCE FROM FF TO ANY
STRUCTURE OR SYSTEM
OPERATIONS BUILDINGWASH BAY 23' - 0"
OPERATIONS BUILDINGVEHICLE MAINTENANCE 23' - 0"
OPERATIONS BUILDINGVEHICLE STORAGE 19' - 8"
OPERATIONS BUILDINGVEHICLE MAINT. & VEHICLE
STORAGE AT MEZZ.
7' - 0"
OPERATIONS BUILDINGSHOP AREAS 21' - 0"
THIS IS A LIST OF MINIMUM CLEARANCE ENVELOPES FOR THE MAINTENANCE, MATERIAL
STORAGE, WORKSHOPS, VEHICLE STORAGE AND WASH BAY AREAS. ALL STRUCTURE AND
SYSTEMS LOCATED IN THESE AREAS MUST BE INSTALLED ABOVE THESE LIMITS UNLESS
NOTED OTHERWISE OR APPROVED BY ENGINEER.
**NOTE** MECHANICAL DUCTWORK DROPS (VERTICAL LEG) TO FLOOR FOR EXHAUST ARE
NOT SUBJECT TO THIS TABLE.
1. COORDINATE THE ARCHITECTURAL DRAWINGS WITH STRUCTURAL, PLUMBING, FIRE PROTECTION,
MECHANICAL, AND ELECTRICAL / FIRE ALARM DRAWINGS FOR THE VERIFICATION OF ALL PROJECT
REQUIREMENTS.
2. FINISH FIRST FLOOR SLAB ELEVATION HIGH POINT IS 0'-0" FOR THIS PROJECT.
3. ALL INTERIOR DIMENSIONS ARE TAKEN FROM FACE OF STUD TO FACE OF STUD / FACE OF MASONRY
UNLESS SPECIFICALLY NOTED OTHERWISE. DO NOT SCALE DRAWINGS. REFER TO ENLARGED PLANS AND
DETAILS FOR FURTHER DIMENSIONING INFORMATION. ALL WORK LINES AND LEVELS SHALL BE LAID OUT BY
WRITTEN DIMENSIONS. ANY DEVIATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER. ALL
DEVIATIONS AND DISCREPANCIES SHALL BE CORRECTED BY THE CONTRACTOR BEFORE HE BEGINS HIS
PORTION OF THE WORK.
4. FIRE EXTINGUISHER AND CABINET QUANTITIES AND LOCATIONS TO BE COORDINATED WITH THE TOWN FIRE
DEPARTMENT PRIOR TO ORDERING AND INSTALLATION. CONFORM TO THE STATE FIRE REGS AND NFPA.
5. COORDINATE MASTER BOX, KNOX BOX, AND BEACON LOCATIONS WITH THE ELECTRICAL / FIRE ALARM
DRAWINGS AND THE TOWN FIRE DEPARTMENT REQUIREMENTS. ELECTRICAL CONTRACTOR TO PROVIDE KNOX
BOX THAT MEET THE TOWN FIRE DEPARTMENT REQUIREMENTS.
6. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS & CONDITIONS PRIOR TO THE WORK AND SHALL
NOTIFY THE DESIGNER REGARDING ANY DISCREPANCIES.
7. THE CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS, SAMPLES, CATALOG CUTS ECT., INCLUDING COLOR
CHARTS FOR PAINTS, FOR ALL INTERIOR FINISHES, TO THE DESIGNER FOR SELECTION, REVIEW AND APPROVAL
PRIOR TO FABRICATION OR INSTALLATION.
8. PERFORM ALL WORK IN ACCORDANCE WITH THE STATE BUILDING CODE, AS WELL AS LOCAL CODES AND
ORDINANCES.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, BACKCHARGES AND FEES AS REQUIRED BY
THE TOWN.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY REMOVAL AND LEGAL DISPOSAL OF ALL DEBRIS OFF
SITE.
11. THE CONTRACTOR SHALL SEAL ALL THROUGH-WALL & FLOOR PENETRATIONS WITH 3M BARRIER CAULK
(O.A.E.) AND SEALANT ON USG SAFING 2500 PSI GROUT. U.N.O. INSTALL ANY REQUIRED FIRE RATED PARTITIONS
TO UNDERSIDE OF FLOOR AND ROOF DECK, INCLUDING DEFLECTION HEAD FIRE SAFING.
12. INSTALL A CONTINUOUS SEALANT BEAD ON BACKER ROD AT ALL JUNCTURES OF DISSIMILAR MATERIALS
(E.G.: METAL TO CMU, STEEL TO ALUMINUM) AND ALL MATERIAL JOINTS AS REQUIRED BY THE
MANUFACTURER'S SPECIFICATION AND RECOMMENDATIONS, INDUSTRY STANDARDS AND GOOD PRACTICE.
13. PROVIDE CONTINUOUS GALVANIZED METAL EDGE TRIM AT ALL GWB WORK.
14. THE CONTRACTOR SHALL INSTALL ALL INTERIOR FINISHES AT ALL SURFACES INDICATED ON THE DRAWINGS
IN CONFORMANCE TO STATE BUILDING CODE. ALL DOORS SHALL HAVE LEVER HARDWARE TO CONFORM TO 521
CMR.
15. INSTALL USG .093 (OR APPROVED EQUAL) CONTROL JOINTS AT 30'-0" O.C. MAX. OR AS PER
MANUFACTURER'S SUGGESTED DETAILS AND SPECIFICATIONS.
16. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A GAP FILLING SYSTEM OR OTHER SYSTEM WHICH
SPANS ANY GAP IN THE EXTERIOR WALL SYSTEM WHICH DOES NOT MEET THE MAXIMUM SPAN OF THE
APPROVED AIR BARRIER MEMBRANE SYSTEM. THIS SYSTEM SHALL BE PROVIDED TO ALLOW FOR A COMPLETE
AIR BARRIER MEMBRANE INSTALLATION. THE SYSTEM SHALL BE COMPATIBLE WITH THE APPROVED AIR
BARRIER PRODUCT AND SHALL BE APPROVED BY THE DESIGNER PRIOR TO INSTALLATION.
17. THE ELECTRICAL CONTRACTOR SHALL PROVIDE DISCONNECT SWITCHES, STARTERS AND ALL LINE
VOLTAGE WIRING AND CONDUIT TO OH DOOR OPERATORS. THE HAND-OFF-AUTO SWITCH, PUSH BUTTON
CONTROL STATION (MOMENTARY UP-STOP-DOWN) AND CONTROLLER IS FURNISHED BY THE OVERHEAD DOOR
MANUFACTURER AND INSTALLED BY THE ELECTRICAL CONTRACTOR. THE ELECTRICAL CONTRACTOR IS TO
PROVIDE CONDUIT AND WIRING BETWEEN THE HAND-OFF-AUTO SWITCH, THE PUSH BUTTON CONTROL
STATION AND CONTROLLER PER OVERHEAD DOOR MANUFACTURER REQUIREMENTS. FURNISHING AND
INSTALLATION OF THE MOTOR UNIT, OPTICAL SENSORS, PNEUMATIC DOOR SAFETY BOTTOM, LOW VOLTAGE
WIRING AND ALL OTHER ACCESSORIES ASSOCIATED WITH THE OVERHEAD DOORS SHALL BE THE
RESPONSIBILITY OF THE OVERHEAD DOOR CONTRACTOR.
GENERAL NOTES
18. ALL STRUCTURAL ELEMENTS WHICH PASS IN FRONT OF WINDOWS / CLERESTORIES SHALL BE BACK
PAINTED.
19. ALL STRUCTURAL ELEMENTS SHOWN ON THE ARCHITECTURAL DRAWINGS ARE FOR INFORMATION ONLY.
REFER TO STRUCTURAL DRAWINGS FOR EXACT SIZES AND LOCATION OF STRUCTURAL ELEMENTS.
20. THE CONTRACTOR SHALL PROVIDE SUPPLEMENTAL FRAMING AND OR BLOCKING AS NECESSARY TO
SUPPORT ALL EXTERIOR WALL MOUNTED ELEMENTS.
21. ALL OPENINGS IN EXTERIOR WALLS FOR PLUMBING, FIRE PROTECTION, MECHANICAL, AND ELECTRICAL /
FIRE ALARM SYSTEMS SHALL BE SEALED WEATHER-TIGHT BY THE CONTRACTOR. CONTRACTOR TO PROVIDE
FIRE RATED SEALANTS AS REQUIRED AT FIRE RATED WALL, FLOOR, CEILING, AND ROOF ASSEMBLIES.
22. THE CONTRACTOR IS TO FIELD MEASURE OH DOOR OPENINGS TO ENSURE PROPER FIT OF OH DOORS.
23. ALL EXPOSED SURFACES (INCLUDING, BUT NOT LIMITED TO; WALLS, UNDERSIDE OF EXPOSED ROOF AND
FLOOR DECK, STRUCTURAL STEEL, MISCELLANEOUS METALS, DOORS/FRAMES, DUCTWORK, CONDUIT, AND
PIPING) SHALL BE PRIMED AND PAINTED.
24. BLOCKING SHALL BE PROVIDED FOR ALL WALL MOUNTED EQUIPMENT (INCLUDING, BUT NOT LIMITED TO;
PLUMBING FIXTURES, TOILET ACCESSORIES, UTILITY SINKS, FIRE EXTINGUISHER CABINETS, SHELVING,
COUNTERS, CASEWORK, CABINETS, MEDIA EQUIPMENT, AND WINDOW TREATMENTS). PROVIDE ADDITIONAL
METAL STUD FRAMING AS REQUIRED TO SUPPORT BLOCKING.
25. THE AIR BARRIER MEMBRANE (ABM) SHALL BE CONTINUOUS THROUGH THE BUILDING ENVELOPE AND
BETWEEN THE WALL AND ROOF SYSTEMS INSTALLED ON THE WINTER WARM SIDE OF THE INSULATION.
OPENINGS AND PENETRATIONS IN THE BUILDING ENVELOPE SHALL BE SEALED WITH SEALANT MATERIALS OR
CLOSED WITH GASKETING SYSTEMS WHICH IS COMPATIBLE WITH THE ABM SYSTEM AND MEETS THE
PERFORMANCE REQUIREMENTS IN THE SPEC. SYSTEM SHALL BE COMPATIBLE WITH THE CONSTRUCTION
MATERIALS AND LOCATION. JOINTS AND SEAMS SHALL BE SEALED IN THE SAME MANNER OR TAPED OR
COVERED WITH A MOISTURE VAPOR-PERMEABLE WRAPPING MATERIAL. SEALING MATERIALS SPANNING JOINTS
BETWEEN CONSTRUCTION MATERIALS SHALL ALLOW FOR EXPANSION AND CONTRACTION OF THE
CONSTRUCTION MATERIALS. AT ALL OH DOOR JAMBS AND HEADERS, THE ABM SHALL TERMINATE AT THE
STEEL FACE WHERE THE INSULATION ABUTS STEEL FRAMED OPENINGS. TERMINATE ABM ON THE INSIDE FACE
OF EXTERIOR WALL SYSTEM AT DOORS, WINDOWS, LOUVERS, AND CLERESTORIES. THE TERMS VAPOR
RETARDER, AND AIR MOISTURE BARRIER ARE SYNONYMOUS WITH ABM.
26. METAL BUILDING SYSTEM SHALL BE A SINGLE SOURCE MANUFACTURED SYSTEM. ALL ACCESSORIES, NOT
LIMITED TO; PRIMARY FRAMING, WALLS, ROOF INSULATION, EXTRUSIONS, TRIMS, FASTENERS, GASKETS,
SUBGIRT FRAMING, ECT SHALL BE PROVIDED BY THE METAL BUILDING SYSTEM MANUFACTURER. METAL WALL
PANEL COLOR TO BE SELECTED BY THE DESIGNER FROM THE MANUFACTURES STANDARD COLOR SELECTION
WITH FINISH PROTECTIONS AS SPECIFIED.
27. ALL WALL/PARAPET FLASHING SHALL TERMINATE WITH A MINIMUM 8" VERTICAL LEG TO ALLOW FOR
PROPER INTERFACE WITH THE ABM. ABM SHALL BE INSTALLED BEHIND FLASHING AND THE FLASHING SHALL BE
INTEGRATED INTO THE ABM SYSTEM USING A SELF-ADHERED MEMBRANE FLASHING WITH MINIMUM OVERLAP
REQUIREMENTS PER MANUFACTURER.
28. ALL EXTERIOR AND INTERIOR MATERIAL SURFACE COLOR AND TEXTURES SHALL BE SELECTED BY THE
DESIGNER FROM THE MANUFACTURES STANDARD FINISH / COLOR SELECTIONS.
29. DETAILS AND NOTES SHOWN ON THE ARCHITECTURAL DRAWINGS SHALL BE APPLICABLE TO ALL PARTS OF
THE ARCHITECTURAL WORK EXCEPT WHERE SPECIFICALLY REQUIRED OTHERWISE BY THE CONTRACT
DOCUMENTS. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE SIMILAR TO THOSE SHOWN FOR LIKE
CONDITIONS AS DETERMINED BY THE DESIGNER.
30. PROVIDE ALL ACCESSIBLE FIXTURES, CONTROLS & ACCESSORIES, AND APPROPRIATE CLEARANCES, AS
REQUIRED FOR COMPLIANCE W/ STATE BUILDING CODE W/ ALL AMENDMENTS, TYP.
31. SEALANT DEPTH AT ALL EXTERIOR OPENINGS SHALL BE EQUAL TO THE WIDTH OF THE JOINT.
32. THE CONTRACTOR TO PROVIDE CANE PROTECTION AT ALL PANELS IN EGRESS PATHS (AS DETERMINED BY
THE DESIGNER) WHICH EXTEND 4" OR MORE FROM FACE OF WALL AND ARE GREATER THAN 27" ABOVE
FINISHED FLOOR.
33. FOR SITE LEGEND REFER TO DRAWING SERIES C100.
34. FOR STRUCTURAL LEGEND REFER TO DRAWING SERIES S001.
35. FOR WALL TYPES, REFER TO DRAWING SERIES A031
36. ALL DIMENSIONS ARE TO FACE OF MASONRY, FACE OF METAL STUD, AND TO THE
CENTERLINE OF COLUMN, UNLESS OTHERWISE NOTED.
37. FOR CEILING LEGEND AND SOFFIT DETAILS REFER TO DRAWING SERIES A200's.
38. FOR ROOF DETAILS, REFER TO DRAWING SERIES A600's.
39. FOR LARGE SCALE TOILET AND STAIR PLANS, REFER TO DRAWING SERIES A700's
40. FOR DOOR NUMBERS AND DETAILS, REFER TO DRAWING SERIES A800's.
41. FOR INTERIOR ELEVATIONS, REFER TO DRAWING SERIES A700's.
42. FOR CASEWORK ELEVATIONS, REFER TO DRAWING SERIES A700's & A900'S.
43. FOR FINISH SCHEDULE, REFER TO DRAWING SERIES A901.
44. FOR PLUMBING LEGEND, REFER TO DRAWING SERIES P000.
45. FOR FIRE PROTECTION LEGEND, REFER TO DRAWING SERIES FP000.
46. FOR MECHANICAL LEGEND, REFER TO DRAWING SERIES H000.
47. FOR ELECTRICAL LEGEND, REFER TO DRAWING SERIES E000.
48. ALL NOTES AND DIMENSIONS DESIGNATED "TYPICAL" APPLY TO ALL LIKE OR SIMILAR
CONDITIONS THROUGHOUT THE PROJECT.
49. SIGNAGE TO BE MOUNTED ON THE WALL, ADJACENT TO THE LEVER SIDE OF THE DOOR, AT
A HEIGHT OF FIVE (5) FEET A.F.F. REFER TO THE FLOOR PLANS FOR LOCATIONS OF
DIRECTIONAL SIGNAGE.
50. CONTRACTOR(S) TO TAKE AND VERIFY ALL DIMENSIONS AND CONDITIONS OF THE WORK
AND BE RESPONSIBLE FOR COORDINATION OF THE SAME. FIELD VERIFY ALL EXISTING
CONDITIONS PRIOR TO START OF WORK.
51. GENERAL CONTRACTOR TO PROVIDE EXCAVATION & TRENCHING AT ALL UNDERGROUND
UTILITIES IN EXISTING AND NEW BUILDINGS AS REQUIRED FOR MEP/FP UTILITIES AND
COORDINATION. REFER TO MEP / FP DRAWINGS FOR OVERALL REQUIREMENTS. GENERAL
CONTRACTOR TO COORDINATE INVERTS AND COMPACT ALL MATERIALS FOR PLACEMENT OF
CONCRETE SLAB INFILL IN ACCORDANCE WITH ASTM D1557. GC TO PROVIDE SOIL COMPACTION,
DOWELS, WWF MESH, VAPOR RETARDER AND TIE-INS, CONCRETE PLACEMENT AND ALL
REQUIREMENTS TO CLOSE UP TRENCH ONCE MEP/FP SUB-TRADE WORK IS COMPLETE.
52. PROVIDE AN ACCENT WALL AT ALL ROOMS. ARCHITECT / ENGINEER TO PROVIDE LOCATION
DURING CONSTRUCTION FOR ACCENT WALL IF NOT IDENTIFIED ON PROJECT PLANS.
1. FINISH PLANS ARE TO BE READ IN CONJUNCTION WITH THE FINISH SCHEDULE.
SHOULD THERE BE ANY DISCREPANCY BETWEEN INFORMATION GIVEN ON THE
FINISH/COLOR SCHEDULE AND ANY OTHER DRAWINGS OR SPECIFICATIONS, PROVIDE
THE HIGHER QUALITY FINISH.
2. REFER TO REFLECTED CEILING PLANS FOR CEILING TYPES AND HEIGHTS.
3. REFER TO THE FINISH LEGEND AND FINISH FLOOR PLANS FOR DEFINITION,
PATTERNS AND EXTENT OF COLORS USED.
4. IN AREAS DESIGNATED WITH NEW CONCRETE FLOORS, PAINT MASONRY WALLS
DOWN TO THE FLOOR WHERE NO RUBBER BASE IS PROVIDED. WHERE NO SUSPENDED
CEILING IS INSTALLED, WALLS ARE TO BE PAINTED UP TO DECK.
5. PROVIDE THE INTERIOR OF ALL SPACES DESIGNATED "CLOSET" WITH ROD AND
SHELF, UNLESS OTHERWISE DESIGNATED TO RECEIVE ADJUSTABLE SHELVES ON
STANDARDS SPANNING THE WIDTH OF THE CLOSET.
6. ALL NEW GYPSUM BOARD SOFFITS AND CEILING SHOWN ON REFLECTED CEILING
PLANS TO BE PAINTED. REFER TO FINISH NOTES FOR COLOR DESIGNATIONS.
7. ALL NEW HOLLOW METAL FRAMES TO BE PAINTED. REFER TO FINISH NOTES FOR
COLOR DESIGNATIONS.
8. ALL NEW STAIR STRINGERS AND RAILINGS TO BE PAINTED. REFER TO FINISH NOTES
FOR COLOR DESIGNATIONS.
9. AT ALL WALLS DESIGNATED TO RECEIVE TILED FINISH, TILE BACKING PANELS SHALL
BE INSTALLED BEHIND ALL TILED AREAS.
10. ALL EXPOSED TO VIEW CONCRETE ON VERTICAL SURFACES TO RECEIVE SMOOTH
FORMED FINISH, CLASS "A".
FINISH NOTES
TYPICAL DEVICE MOUNTING HEIGHTS
ELECTRICAL EQUIPMENT MOUNTING HEIGHT DIMENSIONS ARE TO CENTER OF DEVICE
UNLESS OTHERWISE NOTED:
- RECEPTACLES: 18" A.F.F. AT LOCATIONS ABOVE CASEWORK, MOUNT BOTTOM OF
RECEPTACLE AT 2" ABOVE BACKSPLASH. AT LOCATIONS BELOW CASEWORK,
MOUNT AT 24" A.F.F.
- EXTERIOR RECEPTACLES: 24" A.F.F.
- SWITCHES: 48" A.F.F.
- BOILER EMERGENCY SWITCH: 60" A.F.F.
- DATA/PHONE OUTLETS: 18" A.F.F.
- WALL MOUNTED CLOCKS AND SPEAKERS: COORDINATE LOCATION ABOVE DOOR
WITH CEILING HEIGHT. IF THE CLOCK AND SPEAKER DO NOT FIT, PLACE AT 7'-6"
A.F.F. NEXT TO DOOR. COORDINATE WITH BLOCK COURSING AS OCCURS. CONSULT
DESIGNER IF CONDITIONS DIFFER.
- FIRE ALARM PULL STATIONS: 48" A.F.F.
- AREA OF REFUGE CALL STATION: 48" A.F.F.
- EMERGENCY SHUT-OFF SWITCH/PUSH BUTTON: 48" A.F.F.
- EMERGENCY CALL SWITCH: 36" A.F.F.
- EMERGENCY CALL BELL/LIGHT: 7'-6" A.F.F.
- FIRE ALARM VISUAL/AUDIO INDICATING UNITS: 6'-8" TO BOTTOM OF DEVICE.
- WALL MOUNTED EXIT SIGNS: 8" ABOVE DOOR OR 7'-6" A.F.F.
- EMERGENCY CALL SYSTEM FOR TOILET ROOMS: LOCATE ALARM PULL SWITCH
WITHIN 3' OF WATERCLOSET. EXTEND PULL CORD TO WITHIN 12" OF THE FLOOR.
DOOR HARDWARE MOUNTING HEIGHT DIMENSIONS ARE TO CENTER OF HARDWARE:
- PULL: 42"
- PUSH PLATE: 45"
CLEAR
3' - 0"CLEAR3' - 0"OUTSIDE
FACE OF
SHOWER CL OF GB
CONNECTION
1/2" LIP MAX
FROM
FINISH
FLOOR
CL OF SHOWER HEAR,
DRAIN, SEAT & UNIT
3' - 6" 2' - 6"
3' - 0"
EQ EQ
1' - 1" 34" 4 "18" GB MIN 24" GB
10" 18" 3 1/2"
4"
HAND-HELD
SHOWER
OUTLET
HAND-HELD
SHOWER ON
SLIDE BAR
PRESSURE
BALANCING
VALVE
T.O. SEAT
T.O. FINISH
FLOOR
OF MIXING
VALVE
OF SHOWER
HEAD MOUNT
SC
OF GB
OF GBCL OF GBCL
OF GBCLEND OF
REAR-WALL
GRAB BAR MIN
18" 18" 34" 4 "18" GB MIN 24" GB 16"
T.O. SEAT
SC
3' - 0"3' - 6" 2' - 6"
OF MIXING
VALVE
OF SHOWER
HEAD MOUNTCL
CL
T.O. FINISH
FLOOR
OF PRESSURE
BALANCING
VALVE
CL
SHOWER
HEAD OUTLET
PIPING
CL
4' - 0" 2' - 6"6' - 6"T.O. FINISH
FLOOR
ACCESSIBLE
SHOWER UNIT
(FRONT)
ACCESSIBLE
SHOWER UNIT
(SIDE)
SECTION / ELEVATION SECTION / ELEVATION
STANDARD
SHOWER UNIT
CONTROLS
PLANSECTION / ELEVATION
EMERGENCY EYEWASH
AND SHOWER
BARRIER FREE
EMERGENCY
EYEWASH WITH
STAINLESS STEEL
BOWL AND FACE
SPRAY RING
36" RECOMMENDED
1' - 8 1/2" 2' - 7"82"-92"2' - 9"2' - 3"4' - 0"PLUMBING FIXTURE SCHEDULE / MOUNTING HEIGHTS
3/8" = 1'-0"3' - 6"2' - 1"T.O.
OPERABLE
PART
TOP OF
DISPOSAL
SOAP
DISPENSER
(SD)
PAPER TOWEL
DISPENSER
(PTD)
SANITARY
NAPKIN
VENOR
(SNV)
SANITARY
NAPKIN
DISPOSAL
(SND)
OF
LEVER
FIRE
EXTINGUISHER
(FE)
CL
GRAB BAR
3' - 6" 6"
1' - 6"1' - 5"2' - 0"3' - 0"GB-181' - 6"3' - 4"CLEAR1 1/2" MIN3' - 4"
12"
GRAB BAR
3' - 6"GB-181' - 6"2' - 0"8"1' - 5"3' - 0"CLEAR1 1/2" MINCL
CL
CL
CL
TOP OF
GRAB BAR
TOP OF
TOILET SEAT
OF
TOILET
FACE OF
WALL
OF
ROLL
TOP OF FINISH
FLOOR TOP OF FINISH
FLOOR
TOP OF
TOILET SEAT
FACE OF
WALL
OF
ROLL
OF TOILET
TISSUE
DISPENSER
FRONT FACE
OF TOILET
TOP OF
GRAB BAR
TOP OF
FINISH
FLOOR 1'-5" ACCESSIBLE
2'-0" STANDARD
TOP OF RIM
TOP OF FINISH
FLOOR 2' - 10"3' - 4"TOP OF RIM
BOTTOM
OF MIRROR
GLASS
TOP OF FINISH
FLOOR
CL
2' - 10"3' - 4"OF
MIRROR
OF
LAVATORYCL
BOTTOM
OF MIRROR
GLASS
CL
OF
ACCESSIBLE
SPOUT
TOP OF FINISH
FLOOR
ACCESSIBLE / STANDARD
WALL MOUNTED WATER CLOSET
ACCESSIBLE / STANDARD
WALL MOUNTED WATER CLOSET
ACCESSIBLE / STANDARD
URINAL
ACCESSIBLE / STANDARD
WALL HUNG LAVORATORY
ACCESSIBLE / STANDARD
ELECTRIC WATER COOLER
INSULATE ALL
EXPOSED
PIPING BELOW
ALL WALL LAVS
CLEAR FLOOR
SPACE (30X48)
CLEAR FLOOR
SPACE (60X72)
MIN.
5' - 0"
CLEAR
5' - 0"
CLEAR
FLOOR
SPACE
(60X72)
4" MAX.
WALL MOUNTED WATER CLOSET
AND LAVATORY IN ROOM
WALL MOUNTED WATER CLOSET
IN STALL
CL
CLEAR
1' - 6"CLEAR 42"CLEAR
1' - 8"
CLEAR
3' - 0"CLEAR6' - 0"CLCLEAR
1' - 6"
CLEAR
3' - 6"
1' - 3"
CLEAR
7' - 6"CLEAR6' - 0"CLEAR 42"CL 3' - 0"HAND DRYER
ELECTRIC
(HD)
KEY REPOSITORY BOX
(KRB)
- REFER TO FIRE ALARM
DRAWINGS FOR
ADDITIONAL INFOCOORD W/ LOCAL FIRE DEPT6' - 0" +/-CL OF KEY
BOX
FIRE EXTINGUISHER
W/ SEMI-RECESSED
CABINET
(FEC)
COAT HOOK
(CH)
TYPICAL
HEIGHT 5' - 0"4' - 6"COAT HOOK
(CH)
ACCESSIBLE
HEIGHT 4' - 0"TOILET ACCESSORY SCHEDULE - DIV 10
FURNISHED AND INSTALLED BY CONTRACTOR:
MARK DESCRIPTION MFR QTY
SNV SANITARY NAPKIN VENDOR PER SPEC PER PLANS
SND SANITARY NAPKIN DISPOSAL PER SPEC PER PLANS
CH COAT / ROBE HOOK PER SPEC PER PLANS
GB GRAB BAR (DIMENSION PER PLANS)PER SPEC PER PLANS
MIRR MIRROR PER SPEC PER PLANS
M/BH MOP/BROOM HOLDER PER SPEC PER PLANS
JS JANITOR'S SHELVING PER SPEC PER PLANS
SC SHOWER CURTAIN PER SPEC PER PLANS
CR CURTAIN ROD FOR SHOWER PER SPEC PER PLANS
SD SOAP DISPENSER PER SPEC PER PLANS
PTD PAPER TOWEL DISPENSER PER SPEC PER PLANS
TTD TOILET TISSUE DISPENSER PER SPEC PER PLANS
ENERGY CODE: WALL TYPE VALUES
MATERIAL
CMU VENEER
CAVITY
CONT. RIGID INSULATION
VAPOR RETARDER
CONC BACK-UP WALL
DEPTH R-VALUE
4.00"
1.75"
3.00"
0.06"
8.00"
0.69
1.67
15.41
0.12
.80
CMU VENEER ON CONC BACK-UP WALL
TOTAL R-VALUE PROVIDED
COMPUTED U-VALUE: 1/R-VALUE = 1/18.69 = 0.053
REQUIRED U-VALUE = 0.078 FOR A MASS WALL
EQUIVALENT COMPUTED R-VALUE
18.69
MATERIAL
INSULATED METAL WALL PANEL
DEPTH R-VALUE
4.00" 26.00
TOTAL R-VALUE PROVIDED
COMPUTED U-VALUE: 1/R-VALUE = 1/26.00 = 0.038
REQUIRED U-VALUE = 0.052 FOR A METAL BUILDING WALL
EQUIVALENT COMPUTED R-VALUE
26.00
MATERIAL
CMU VENEER
CAVITY
CONT. RIGID INSULATION
VAPOR RETARDER
GYPSUM SHEATHING
MTL STUD
GYPSUM BOARD
DEPTH R-VALUE
4.00"
1.75"
3.00"
0.06"
0.63"
8.00"
0.63"
0.69
1.67
15.41
0.12
0.67
0.02
0.57
CMU VENEER ON METAL STUD BACKUP WALL
TOTAL R-VALUE PROVIDED
COMPUTED U-VALUE: 1/R-VALUE = 1/19.15 = 0.052
REQUIRED U-VALUE = 0.064 FOR A METAL FRAMED WALL
EQUIVALENT COMPUTED R-VALUE
19.15
12.8
15.6
17.2
ENERGY CODE: ROOF TYPE VALUES
MATERIAL
STANDING SEAM METAL ROOF PANEL
THERMAL BLOCKS (UPPER INSULATION LAYER)
BATT INSULATION (STRUCTURE LAYER)
FABRIC LINER SYSTEM
DEPTH R-VALUE
N / A
4"
8"
0"
0.00
13
25
0.00
STANDING SEAM METAL ROOF W/ THERMAL
BLOCKS & LINER SYSTEM
TOTAL R-VALUE
COMPUTED U-VALUE: 1/R-VALUE = 1/38 = 0.0263
REQUIRED U-VALUE = 0.035 FOR A METAL BUILDING
R-38
INSULATED METAL WALL PANEL ON GIRTS
ENERGY CODE: FENESTRATION VALUES
MATERIAL
FIXED FENESTRATION
OPERABLE FENESTRATION
ENTRANCE DOORS (PERSONNEL)
OPAQUE DOORS (OVERHEAD / NON-SWINGING)
SPECIFIED
U-VALUE
0.27 SUMMER / 0.30 WINTER
0.27 SUMMER / 0.30 WINTER
0.33
0.057
TABLE C402.4 - IECC 2015
TABLE C402.1.4 - IECC 2015
TABLE C402.1.4 - IECC 2015
BUILDING ENVELOPE
FENESTRATIONS - U-FACTORS
INTERNATIONAL ENERGY CONSERVATION
CODE 2015 (IECC) - ZONE 5
MAX ALLOWED
U-VALUE
0.38
0.45
0.77
0.37
SOLAR HEAT GAIN
COEFFICIENT (SHGC)
ORIENTATION
PROJECTION FACTOR - PF < 0.2
PROJECTION FACTOR - 0.2 < PF < 0.5
PROJECTION FACTOR - PF > 0.5
SHGC
SPECIFIED
0.37
0.37
0.37
NORTH
0.53
0.58
0.64
SOUTH,
EAST, WEST
0.40
0.48
0.64
MATERIAL
FIBER CEMENT SIDING
WEATHER BARRIER
EXTERIOR SHEATHING
CONT. RIGID INSULATION
DEPTH R-VALUE
0.25"
0.06"
0.625"
2.00"
0.50
0.12
0.56
10.00
FIBER CEMENT SIDING ON CONTINUOUS
RIGID INSULATION ON METAL STUD
BACKUPWALL
TOTAL R-VALUE PROVIDED:
CONTINUOUS INSULATION:
COMPUTED U-VALUE: 1/R-VALUE = 1/32.30 = 0.030
REQUIRED R-VALUE: R13 + R7.5ci
REQUIRED U-VALUE = 0.064 FOR A METAL FRAMED WALL
EQUIVALENT COMPUTED R-VALUE
21.12 (R13 MIN REQUIRED)
+ 11.18 (R7.5ci MIN REQ'D)
32.30
15.62
VAPOR RETARDER
MTL STUD W/ FIBERGLASS INSULATION
0.06"
6.00"
0.12
21.00
CONTINUOUS
NON-CONTINUOUS
11.18
SPECIFICATION NUMBER
DIVISION 5
05 50 00 – METAL FABRICATIONS
• MEZZ GUARDRAILS
• STAIRS
• HOSE REEL SUPPORTS
• SHIPS LADDERS
• EXTERIOR ROOF ACCESS LADDER
• BOLLARDS
DIVISION 11
11 42 23 – FALL PROTECTION
• ROOF FALL PROTECTION
DIVISION 13
13 42 00 – PRE-ENGINEERED METAL BUILDING
DIVISION 21
21 13 13 – WET PIPE SPRINKLER SYSTEMS
21 13 16 – DRY PIPE SPRINKLER SYSTEMS
DEFERRED SUBMITTALS - IBC 107.3.4.1
• APPLY TO OUTSIDE OF FIRE RATED SHAFTS AND TO BOTH SIDES OF PARTITIONS AT INTERVALS NOT TO EXCEED 30'-0" FOR ENTIRE LENGTH OF PARTITION OR WALL OR TWICE ANY
PARTITION 30'-0" IN LENGTH OR LESS. MINIMUM 15'-0" FROM EACH END OF PARTITION ALSO.
APPLICABILITY:
• LOCATE IDENTIFICATION IN ALL ACCESSIBLE FLOOR, FLOOR-CEILING AND ATTIC SPACES. LOCATE IDENTIFICATION WITHIN 12 -18 INCHES ABOVE FINISHED CEILINGS
• APPLY STENCILED LETTERING BY SPRAY OR BRUSH OR PROVIDE PERMANENT SIGNAGE. IDENTIFICATION SHALL BE WATERPROOF, FADE-PROOF, AND NON-COMBUSTIBLE. SIGNAGE SHALL BE
MECHANICALLY FASTENED OR PERMANENETLY ADHERED TO PARTITION OR SHAFT.
• STENCIL CHARACTER HEIGHT -3" MINIMUM
• COLOR -EASILY IDENFTIFIABLE COLOR, CONTRASTING WITH BACKGROUND ACCEPTABLE TO OWNER
PARTITION LETTERING:
2 HOUR FIRE WALL - PROTECT ALL OPENINGS 3"1 HOUR FIRE WALL - PROTECT ALL OPENINGS 3"1 HOUR SMOKE BARRIER - PROTECT ALL OPENINGS 3"SMOKE BARRIER PARTITIONS - PROTECT ALL OPENINGS 3"IBC 2015 - 703.7 MARKING AND IDENTIFICATION
PRESSURE-SENSITIVE, SELF ADHESIVE PRE-PRINTED VINYL LABELS
FOR ALL RATED WALL ASSEMBLIES, BOTH SIDES
-REFER TO "FIRESTOPPING" SPECIFICATION FOR ADDITIONAL INFORMATION
WARNING: THROUGH-PENETRATION FIRESTOP SYSTEM
- DO NOT DISTURB
• CONTRACTOR'S NAME, ADDRESS, PHONE NUMBER
• THROUGH-PENETRATION FIRESTOP SYSTEMS DESIGNATION OF
APPLICABLE TESTING AND INSPECTION AGENCY
• DATE OF INSTALLATION
• THROUGH-PENETRATION FIRESTOP SYSTEMS MANUFACTURER'S NAME
• INSTALLER'S NAME
NOTIFY FACILITY MANAGER / OWNER OF ANY DAMAGE
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
GENERAL NOTES
A012
MF
BPM
DGT
2170117-E
CONFORMED
1/8" = 1'-0"
DEFERRED SUBMITTALS
1 1/2" = 1'-0"1 CHAPTER 7 CODE RATED WALL LABELS
1 1/2" = 1'-0"3 RATED WALL LABEL
1
MARK CORE
SIZE
GWB
THICK GWB HEIGHT
TOTAL
PARTITION
THICK
ACOUSTIC
INSUL
FIRE RATING /
UL DESIGN NO.
1C 3 5/8" 5/8"NO -FULL HEIGHT 4 1/4"
1A YES -6" ABOVE FINISHED CLG
2FURRING WALLS - METAL STUD - 1 LAYER GWB - 1 SIDE
MARK CORE
SIZE
GWB
THICK GWB HEIGHT
TOTAL
PARTITION
THICK
ACOUSTIC
INSUL
FIRE RATING /
UL DESIGN NO.
3 5/8" METAL STUD - 1 LAYER GWB - BOTH SIDES
3 5/8"4 1/4"5/8"
2D 3 5/8" 5/8"NO -FULL HEIGHT 4 7/8"
3
2B 4 7/8" YES3 5/8" 5/8"-
ONE LAYER GWB
METAL STUD
ACOUSTIC INSULATION
WHERE SCHEDULED
ONE LAYER GWB,
EACH SIDE
METAL STUD
ACOUSTIC INSULATION
WHERE SCHEDULED
6" ABOVE FINISHED CLG NO3 5/8"4 7/8"2A 5/8"
1B NO -6" ABOVE FINISHED CLG3 5/8"4 1/4"5/8"
-
CONCRETE MASONRY UNIT
(CMU BLOCK) WALL
MARK CORE
SIZE
GWB
THICK GWB HEIGHT
TOTAL
THICK ACOUSTIC
INSUL
FIRE RATING /
UL DESIGN NO.
U9058A - 2H NO8" NOM - - 7 5/8"
CMU WALLS
1/2" PVC PANEL
6" METAL STUD
VEHICLE WASH BAY WALL ASSEMBLY'S - PARTITION CMU WALL
1/2" PVC FURRING
SLOPED TO DRAIN
SHEATHING
AVB
6"CMU WALL PTD 6' - 0"8" HT CONC CURB.
- REFER TO STRUCT DWG'S
8" NOM. CMU BLOCK.
REFER TO STRUCT DWG'S
FOR REINFORCING
FINISH FLOOR
5/8" GWB
WATER STOP AT WASH
BAY, TYP. REFER TO
STRUCTURAL DWG'S
6" ABOVE FINISHED CLG
2C 3 5/8"5/8"2' ABOVE FINISHED CLG 4 7/8" YES -
6
MARK ASSEMBLY DESCRIPTION
4
MARK CORE
SIZE
GWB
THICK GWB HEIGHT
TOTAL
THICK ACOUSTIC
INSUL
FIRE RATING /
UL DESIGN NO.
9 1/4" METAL STUD - 1 LAYER GWB - BOTH SIDES
ONE LAYER GWB,
EACH SIDE
METAL STUD
ACOUSTIC INSULATION
WHERE SCHEDULED
6" 5/8"-4A
4B
NOFULL HEIGHT 7 1/4"
NO5/8"-6" ABOVE FINISHED CLG6"7 1/4"
2F 4 7/8"3 5/8" 5/8"6" ABOVE FINISHED CLG NO U419
ONE LAYER GWB,
EACH SIDE
METAL STUD
ACOUSTIC INSULATION
WHERE SCHEDULED
MARK CORE
SIZE
GWB
THICK GWB HEIGHT
TOTAL
THICK ACOUSTIC
INSUL
FIRE RATING /
UL DESIGN NO.
56" METAL STUD - 1 LAYER GWB - BOTH SIDES
5A 9 1/4" 5/8"
6" ABOVE FINISHED CLG 10 1/2" NO -
1D 2 1/2" 5/8"
6" ABOVE FINISHED CLG NO -4 1/4"
U9058A - 1H NO8" NOM - - 7 5/8"
-8A NO8" NOM - - 7 5/8"
2G 3 5/8"2x 5/8"
BOTH SIDE NO U404FULL HEIGHT 6 1/4"
TWO LAYER GWB'S,
EACH SIDE AT "2G"
WALL TYPE NOTES
1. WALL TYPES LISTED REPRESENT SEVERAL TYPES OF WALL CONSTRUCTION, ALL OF
WHICH MAY NOT BE USED ON THIS PROJECT. REFER TO FLOOR PLANS FOR WALL TYPE
DESIGNATIONS.
2. EXTEND ALL METAL STUDS AND GYPSUM BOARD TO UNDERSIDE OF DECK. WHERE ABUSE
RESISTANT GYPSUM BOARD (ARGB) IS USED, EXTEND ARGB TO 6" ABOVE FINISH CEILING,
CONTINUE WITH GYPSUM BOARD TO UNDERSIDE OF DECK.
3. AT ALL NON-FIRE RATED PARTITIONS, FILL VOIDS WITH SOUND ATTENUATION INSULATION
INCLUDING, BUT NOT LIMITED TO, FLUTES IN METAL FLOOR / ROOF DECK, VOIDS BETWEEN
PARTITIONS AND STRUCTURAL MEMBERS, PENETRATIONS OF DUCTWORK, ELECTRICAL
CONDUIT, PIPING, ETC.
4. GYPSUM BOARD AND ARGB USED IN A ONE, TWO, OR THREE HOUR FIRE-RESISTANCE
RATED PARTITION MUST BEAR THE U.L. CLASSIFICATION MARKING.
5. SPACING AND/OR GAUGE OF THE METAL STUDS SHALL BE ADJUSTED BY THE
CONTRACTOR TO MEET THE MANUFACTURERS REQUIREMENTS FOR CLEAR SPANS AT NO
ADDITIONAL COST TO THE OWNER.
6. REFER TO SXXX DETAIL X FOR SUPPLEMENTAL WALL FRAMING BELOW WINDOWS
GREATER THAN 8'-0" WIDE. SUPPLEMENTAL WALL FRAMING AT THESE LOCATIONS IS TO BE
PROVIDED AND INSTALLED BY THE MISCELLANEOUS METAL FILED SUB-BIDDER.
SMOKE PARTITIONS:
1. NON-FIRE-RESISTANCE RATED PARTITIONS REQUIRED TO RESIST THE PASSAGE OF
SMOKE ARE DESIGNATED AS "SMOKE RESISTANT" WITH AN ASTERISK {*} LOCATED BELOW
THE WALL TYPE DESIGNATION. EXTEND ALL SMOKE PARTITIONS TO THE UNDERSIDE OF
METAL FLOOR / ROOF DECK AND / OR STRUCTURE ABOVE. PENETRATIONS AND VOIDS SHALL
BE FIRESTOPPED IN ACCORDANCE WITH DIVISION 07 SPECIFICATION SECTION
"FIRESTOPPING" ALL HEAD-OF-WALL JOINTS AND FLOOR-TO-WALL JOINTS SHALL BE SEALED
IN ACCORDANCE WITH SPECIFICATION SECTION "FIRESTOPPING".
SMOKE BARRIERS:
1. FOR THE PURPOSE OF SUBDIVIDING BUILDING SPACES, SMOKE BARRIERS ARE FIRE-
RESISTANCE RATED PARTITIONS, DESIGNATED WITH AN "S" LOCATED ADJACENT TO THE
WALL TYPE DESIGNATION.
2. PROVIDE SMOKE DAMPERS AT DUCTWORK PENETRATIONS IN ALL ONE, TWO, AND THREE
HOUR FIRE-RESISTANCE RATED SMOKE BARRIERS.
3. REFER TO FIRE-RESISTANCE RATED CONSTRUCTION FOR ADDITIONAL REQUIREMENTS.
FIRE-RESISTANCE RATED CONSTRUCTION:
1. ALL FIRE-RESISTANCE RATED PARTITIONS RESIST THE PASSAGE OF SMOKE AND ARE
CONSIDERED SMOKE RESISTANT WITHOUT THE ASTERISK DESIGNATION. EXTEND ALL FIRE-
RESISTANCE RATED PARTITIONS TO THE UNDERSIDE OF METAL FLOOR/ROOF DECK AND/OR
STRUCTURE ABOVE. PENETRATIONS AND VOIDS SHALL BE FIRESTOPPED IN ACCORDANCE
WITH SPECIFICATION SECTION "FIRESTOPPING". ALL HEAD-OF-WALL JOINTS AND FLOOR-TO-
WALL JOINTS SHALL BE SEALED IN ACCORDANCE WITH SPECIFICATION SECTION "FIRE-
RESISTIVE JOINT SYSTEMS."
WALL TYPEX
12'-0" A.F.F.(HEIGHT OF WALL IF
APPLICABLE, IF NO
DIMENSION, THEN WALL IS
TO UNDERSIDE OF DECK)
1' - 4"
4" NOMINAL CMU
VENEER
AIR SPACE
3" RIGID
INSULATION
CONTINUOUS AIR &
VAPOR BARRIOR
8" CONCRETE
BACK-UP WALL
4" VERTICAL INSULATED
METAL PANEL
8" COLD FORMED
STEEL GIRTS
LOWER WALL ASSEMBLY
(UP TO 6' - 0" HT)
(1' - 4" TOTAL THICKNESS)
EXTERIOR
• 4" NOMINAL CMU VENEER
• AIR SPACE
• 3" RIGID INSULATION
• CONTINUOUS AIR & VAPOR BARRIOR
• 8" CONCRETE BACK-UP WALL (6' - 0" HT)
INTERIOR
UPPER WALL ASSEMBLY
EXTERIOR
• 4" VERTICAL INSULATED METAL PANEL, 42"
WIDTH, MIN R-26, BREAK METAL TRIM, BY MBM
• 8" COLD FORMED STEEL GIRTS, BY MBM
• STEEL BUILDING FRAME, BY MBM
INTERIOR
ABOVE GRADE 4'-4"EXTERIOR WALL ASSEMBLIES NOTE: SEE DETAILS ON A6 & A7 SERIES FOR ADDITIONAL INFORMATION.
4" NOMINAL CMU
VENEER
AIR SPACE
3" RIGID
INSULATION
CONTINUOUS AIR &
VAPOR BARRIOR
8" COLD FORMED
STEEL GIRTS
8" COLD FORMED
FRAMING AT 16" O.C. MAX
1' - 4"
4" NOMINAL CMU
VENEER
AIR SPACE
3" RIGID
INSULATION
CONTINUOUS AIR &
VAPOR BARRIOR
8" COLD FORMED
FRAMING AT 16" O.C. MAX
1' - 4"
UPPER WALL ASSEMBLY
• FIBER CEMENT BOARD SIDING
• EXTERIOR SHEATHING
• 2" RIGID INSULATION
• 8" COLD-FORMED FRAMING W/ BATT
INSULATION (R-30 +/-) STEEL FRAME, BY
METAL BLDG MANUF.
• GWB
LOWER WALL ASSEMBLY
(UP TO 6' -0" HT)
(1' -4" TOTAL THICKNESS)
EXTERIOR
• 4" NOMINAL CMU VENEER
• AIR SPACE
• 3" RIGID INSULATION
• CONTINUOUS AIR & VAPOR
BARRIOR
• 8" COLD-FORMED FRAMING W/
BATT INSULATION (R-30 +/-) STEEL
FRAME, BY METAL BLDG MANUF
• GWB
UPPER WALL ASSEMBLY
• FIBER CEMENT BOARD SIDING
• EXTERIOR SHEATHING
• 2" RIGID INSULATION
• 8" COLD-FORMED FRAMING W/ BATT
INSULATION (R-30 +/-) STEEL FRAME, BY
METAL BLDG MANUF.
• GWB
LOWER WALL ASSEMBLY
(UP TO 6' -0" HT)
(1' -4" TOTAL THICKNESS)
EXTERIOR
• 4" NOMINAL CMU VENEER
• AIR SPACE
• 3" RIGID INSULATION
• CONTINUOUS AIR & VAPOR
BARRIOR
• 8" COLD-FORMED FRAMING W/
BATT INSULATION (R-30 +/-) STEEL
FRAME, BY METAL BLDG MANUF
• GWB
TYPE 2TYPE 1 TYPE 3
LOWER WALL ASSEMBLY
(UP TO 3' - 4" HT)
(1' - 5 3/4" TOTAL THICKNESS)
EXTERIOR
• 4" NOMINAL CMU VENEER
• AIR SPACE
• 3" RIGID INSULATION
• CONTINUOUS AIR & VAPOR BARRIER
• 8" CONCRETE BACK-UP WALL (3' - 4" HT)
• CONTINUOUS AIR & VAPOR BARRIER
• 1/2" PVC FURRING SLOPED TO DRAIN, SHIM AS
NEEDED
• 1/2" PLASTIC WALL PANEL
INTERIOR
UPPER WALL ASSEMBLY
(1' -1 5/8" TOTAL THICKNESS)
EXTERIOR
• 4" VERTICAL INSULATED METAL PANEL, 42" WIDTH,
MIN R-26, BREAK METAL TRIM, BY MBM
• 8" COLD FORMED STEEL GIRTS, BY MBM
• 6" GALVANIZED STEEL STUD FRAMING, SPAN
BETWEEN HORIZONTAL GIRT FRAMING, TYP.
• 5/8" PRESSURE TREATED A-C PLYWOOD
SHEATHING ABOVE CONCRETE BACK-UP WALL UP
TO 8' - 0", 5/8" PRESSURE TREATED A-C
SHEATHING ABOVE PLYWOOD AT ALL WASH BAY
WALLS, TYP.
• CONTINUOUS AIR & VAPOR BARRIER
• 1/2" PVC FURRING SLOPED TO DRAIN, SHIM AS
NEEDED
• 1/2" PLASTIC WALL PANEL
INTERIOR
1' - 4"
4" NOMINAL CMU
VENEER
AIR SPACE
3" RIGID INSULATION
CONTINUOUS AIR &
VAPOR BARRIER
8" CONCRETE
KNEE WALL
4" VERTICAL INSULATED
METAL PANEL
8" STEEL GIRTS
5/8" EXTERIOR SHEATHING
1/2" PVC FURRING
1/2" PLASTIC WALL PANEL
6"6" GALV. METAL STUD
FRAMING INFILL
5/8" PRESSURE
TREATED PLYWOOD
CONTINUOUS AIR &
VAPOR BARRIER
TYPE 4 TYPE F1 TYPE F2
LOWER WALL ASSEMBLY
(UP TO 6' - 0" HT)
(1' - 6" TOTAL THICKNESS)
• 8" CONC. KNEE WALL
• CONTINUOUS AIR & VAPOR BARRIER
• 2" RIGID INSULATION
• AIR SPACE
• 8" NOMINAL CMU VENEER
UPPER WALL ASSEMBLY
(1' - 3 5/8" TOTAL THICKNESS)
• 5/8" GYPSUM WALL BOARD ABOVE CMU VENEER UP TO
MEZZANINE SLAB. GRADE TYPE A-C FRTW PLYWOOD
UP 8' - 0". 5/8" GYPSUM WALL BOARD TO UNDERSIDE
OF STRUCTURE
• 6" COLD FORMED METAL FRAMING, 16 Ga. @ 16" O.C.
MAX.
• MIN. 3" CLOSED CELL SPRAY FOAM BETWEEN STUDS
• AIR SPACE
• 6" COLD FORMED METAL FRAMING, 16 Ga. @ 16" O.C.
MAX.
• 5/8" GYPSUM WALL BOARD ABOVE CMU VENEER UP TO
MEZZANINE SLAB. GRADE TYPE A-C FRTW PLYWOOD
UP 8' - 0". 5/8" GYPSUM WALL BOARD TO UNDERSIDE
OF STRUCTURE
LOWER WALL ASSEMBLY
(UP TO 6 '- 0" HT)
(1' - 5" TOTAL THICKNESS)
• 8" CONC. KNEE WALL
• CONTINUOUS AIR & VAPOR BARRIER
• 2" RIGID INSULATION
• AIR SPACE
• 6" COLD FORMED METAL FRAMING, 16 Ga. @ 16"
O.C. MAX.
• 5/8" GYPSUM WALL BOARD
UPPER WALL ASSEMBLY
(1 ' - 3 5/8" TOTAL THICKNESS)
• 5/8" GYPSUM WALL BOARD
• 6" COLD FORMED METAL FRAMING, 16 Ga. @ 16"
O.C. MAX.
• MIN. 3" CLOSED CELL SPRAY FOAM BETWEEN
STUDS
• 6" COLD FORMED METAL FRAMING, 16 Ga. @ 16"
O.C. MAX.
• 5/8" GYPSUM WALL BOARD
1' - 6"
1' - 3 5/8"
8" NOMINAL CMU
AIR SPACE
MIN. 3" CLOSED CELL
SPRAY FOAM
8" CONCRETE
KNEE WALL
5/8" GWB
6" METAL STUD
6" METAL STUD
5/8" GWB
8" CONCRETE
KNEE WALL
AIR SPACE
MIN. 3" CLOSED CELL
SPRAY FOAM
5/8" GWB
6" METAL STUD
6" METAL STUD
5/8" GWBSTRUCTUREGWB UP TOMEZZ UP 8'-0"PT PLY FROMTO MEZZGWB UPCMU VENEER 4'-4"TYPE F1A
LOWER WALL ASSEMBLY
(UP TO 6' - 0" HT)
(1' - 6" TOTAL THICKNESS)
• 8" CONC. KNEE WALL
• CONTINUOUS AIR & VAPOR BARRIER
• 2" RIGID INSULATION
• AIR SPACE
• 8" NOMINAL CMU VENEER
UPPER WALL ASSEMBLY
(1' - 3 5/8" TOTAL THICKNESS)
• 5/8" GYPSUM WALL BOARD
• 6" COLD FORMED METAL FRAMING, 16 Ga. @ 16" O.C.
MAX.
• MIN. 3" CLOSED CELL SPRAY FOAM BETWEEN STUDS
• AIR SPACE
• 6" COLD FORMED METAL FRAMING, 16 Ga. @ 16" O.C.
MAX.
• 5/8" GYPSUM WALL BOARD
1' - 3 5/8"
8" NOMINAL CMU
AIR SPACE
MIN, 3" CLOSED CELL
SPRAY FOAM
8" CONCRETE
KNEE WALL
5/8" GWB
6" METAL STUD
6" METAL STUD
5/8" GWB
CMU VENEER 4 '- 4"
1' - 6"1' - 5"
2" RIGID INSULATION 2" RIGID INSULATION
2" RIGID INSULATION
CHAMFERRED EDGE
BULLNOSE EDGE
CHAMFERRED EDGECHAMFERRED EDGE
BULLNOSE EDGE
CONTINUOUS AIR &
VAPOR BARRIER CONTINUOUS AIR &
VAPOR BARRIER
CONTINUOUS AIR &
VAPOR BARRIER
1' - 3 5/8"
VEHICLE STORAGE VEHICLE STORAGE CONC 4' - 4"TYPE F2A
LOWER WALL ASSEMBLY
(UP TO 6 '- 0" HT)
(1' - 5" TOTAL THICKNESS)
• 8" CONC. KNEE WALL
• CONTINUOUS AIR & VAPOR BARRIER
• 2" RIGID INSULATION
• AIR SPACE
• 6" COLD FORMED METAL FRAMING, 16 Ga. @ 16"
O.C. MAX.
• 5/8" GYPSUM WALL BOARD
UPPER WALL ASSEMBLY
(1 ' - 3 5/8" TOTAL THICKNESS)
• 5/8" GYPSUM WALL BOARD
• 6" COLD FORMED METAL FRAMING, 16 Ga. @ 16"
O.C. MAX.
• MIN. 3" CLOSED CELL SPRAY FOAM BETWEEN
STUDS
• 6" COLD FORMED METAL FRAMING, 16 Ga. @ 16"
O.C. MAX.
• 5/8" GYPSUM WALL BOARD
1' - 3 5/8"
8" CONCRETE
KNEE WALL
AIR SPACE
MIN. 3" CLOSED CELL
SPRAY FOAM
5/8" GWB
6" METAL STUD
6" METAL STUD
5/8" GWB
1' - 5"
2" RIGID INSULATION
CHAMFERRED EDGE
CONTINUOUS AIR &
VAPOR BARRIER
CONC 4' - 4"SEPARATION WALL ASSEMBLIES
0'0' 6" 1'2'
SCALE: 1" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
PARTITION TYPES
A031
MF
BPM
DGT
2170117-E
CONFORMED
UP UP
DN
4. EQUIPMENT SHOWN FOR REFERENCE ONLY. SEE EQ DRAWINGS FOR
MORE INFO.
5. FURNITURE SHOWN FOR INFORMATION ONLY (N.I.C.). SEE FURNITURE
PLAN A921 FOR MORE INFO.
6. F.E. = FIRE EXTINGUISHER.
F.E.C. = FIRE EXTINGUISHER W/ SEMI-RECESSED CABINET
7. ALL INTERIOR DIMENSIONS ARE TAKEN FROM FACE OF GYPSUM WALL
BOARD TO FACE OF GYPSUM WALL BOARD OR FACE OF CMU UNLESS
SPECIFICALLY NOTED OTHERWISE.
BRACKET MOUNTED
CABINET MOUNTED (SEMI-RECESSED)
IB: INTERIOR BOLLARD, 6" DIAMETER (SEE DETAIL 1 / A631)
EB: EXTERIOR BOLLARD, 6" DIAMETER (SEE CIVIL DWGS)
3.FUME SEPARATION PARTITION, SEE A031 - FUME
SEPARATION ASSEMBLY, TYPE F1, F1A, F2 AND
F2A.
1. SEE SHEET A012 FOR PLUMBING FIXTURE SCHEDULE / MOUNTING
HEIGHTS.
2. BOLLARDS.
FLOOR PLAN GENERAL NOTES
3
A301
1
A302
3
A302
1
A301
4
A401
4
A401
2
A401
2
A401
3
A401
3
A401
1
A401
1
A401
2
A402
2
A402
3
A402
3
A402
EQUIP
STORAGE
DPW
EQUIP
STORAGE
POLICE
ENTRY /
VESTIBULE
101
CONFERENCE
ROOM
102
DIRECTOR
OFFICE
103
OFFICE MGR
104
CEMETERY
OFFICE
105
TOWN
ENGINEER
106
HIGHWAY
SUPER.
107
GROUNDS
SUPER.
108STOR.
109
FILE
STORAGE
110
FEMALE
TOILET
111
MALE
TOILET
112
TABLE AND
COT
STORAGE
113
TRAINING /
STORM
EVENT
ROOM
114
SMALL
ENGINE
REPAIR
SHOP
120
MOWER
REPAIR
SHOP
121
SHARED
GENERAL
WORKSHOP
122
FACILITIES
CARPENTRY
SHOP
123
SIGN SHOP
124
MUSTER
ROOM /
TRAINING
125
STORM
EVENT
OFFICE
126
ENTRY
VESTIBULE
127
PARKS
SUPERVISOR
OFFICE
128
KITCHEN
AREA
129
ENGINEERING
OPEN
OFFICE
131
ADMIN
AREA
132
COPY/ FILE/
MAIL AREA
133
MECHANICAL
ROOM
134
ELECTRICAL
ROOM
135
VEHICLE
AND
EQUIPMENT
STORAGE
136
PARTS
ROOM
137
FLUIDS
ROOM
138
MECHANICS
OFFICE
140
DPW
VEHICLE
MAINTENANCE
141POLICE
DEPARTMENT
VEHICLE
MAINTENANCE
142
WASH
EQUIP
143
WASH BAY
144
PPE STOR
116
TEL/DATA
115
BDA CL.
130
JAN. CL
119
1
1
2
2
3
3
4
4
5
5
8
8
6
6
9
9
10
10
8.2
8.2
11
11
12
12
13
13
A.1 A.1
A A
B.2 B.2
8.5 9.8 10.3 13.1 15
B.8
D D
C C
2
A301
2
A302
12.311.3
1
A402
1
A402
4
A402
4
A402
G G
H H
I.1 I.1
J J
F F
E E
K K
L L
5
A402
5
A402
I I
4
A302
4
A301
C.5
147
7
A201
1
A202
1
A204
1
B B
6.5
6.5
A203
1
J.5J.5
8.9
MEN'S
LOCKER
ROOM
117
WOMEN'S
LOCKER
ROOM
118
CORRIDOR
145
TOILET
139
14.3
9.4
7.3
7.3
1D
1
A831
6.3
6.3
UNDERSLAB RIGID INSULATION LEGEND:
R-10 RIGID INSULATION
- STANDARD COMPRESSIVE STRENGTH - 25 PSI
- 4'-0" FROM FOUNDATION WALL INWARDS
R-10 RIGID INSULATION
- HIGH COMPRESSIVE STRENGTH - 100 PSI
- 4'-0" FROM FOUNDATION WALL INWARDS
R-15 RIGID INSULATION
- HIGH COMPRESIVE STRENGTH - 100 PSI
- COMPLETELY UNDER SLAB
0' 8'16' 32'
SCALE: 1/16" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NORTH
EAST
WEST
SOUTH
CANOPY
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
OVERALL FLOOR
PLAN
A101
MF
BPM
DGT
2170117-E
CONFORMED
1/16" = 1'-0"1/ A3011OVERALL FIRST FLOOR PLAN
ADMIN
EMPLOYEE
FACILITIES
SHOPS
VEHICLE STORAGE
VEHICLE MAINTENANCE
WASH BAY
CANOPY
DN
DN
MEZZANINE GENERAL NOTES
1. AT EACH MEZZANINE SWING GATE LOCATION, PROVIDE 4" H (RED) LETTER
SIGNAGE AT MEZZANINE FASCIA TO READ: 200LBS/SF MAXIMUM MEZZANINE
LOADING
2. PROVIDE 6'-0" SWING GATE TO MATCH ADJACENT RAILING SYSTEM AT EACH
LOCATION INDICATED.
3. PROVIDE SAFETY CHAIN PER OSHA STANDARDS AT EACH SWING GATE.
4. PROVIDE SAFETY YELLOW PAINT AT MEZZANINE FLOOR AT EACH SWING GATE,
3'-0" BACK FROM SWING GATE.
5. COORDINATE EXACT LOCATION WITH MECHANICAL, STRUCTURAL AND EQUIPMENT
REQUIREMENTS.
6. DO NOT RUN ANY UTILITIES BELOW GATES EXPOSED AND MOUNTED TO WALLS.
3
A301
1
A302
3
A302
1
A301
4
A401
4
A401
2
A401
2
A401
3
A401
3
A401
1
A401
1
A401
2
A402
2
A402
3
A402
3
A402
1
1
2
2
3
3
4
4
5
5
8
8
6
6
9
9
10
10
8.2
8.2
11
11
12
12
13
13
A.1 A.1
A A
B.2 B.2
8.5
8.5
9.8
9.8
10.3
10.3
13.1
13.1
15
15
B.8 B.8
D D
C C
2
A301
2
A302
12.311.3
1
A402
1
A402
4
A402
4
A402
G G
H H
I.1 I.1
J J
F F
E E
K K
L L
5
A402
5
A402
I I
4
A302
4
A301
C.5
14
147
B B
6.5
6.5
J.5J.5
8.9
A202
2
A204
2
14.3
14.39.4
9.4
7.3
WASH BAY
144
DPW
VEHICLE
MAINTENANCE
MEZZANINE
3
147
VEHICLE
AND
EQUIPMENT
STORAGE
MEZZANINE
2
148
VEHICLE
AND
EQUIPMENT
STORAGE
MEZZANINE
1
149
6.3
FACILITIES
CARPENTRY
SHOP
123
SHARED
GENERAL
WORKSHOP
122
MOWER
REPAIR
SHOP
121
SIGN SHOP
124
SMALL
ENGINE
REPAIR
SHOP
120
POLICE
DEPARTMENT
VEHICLE
MAINTENANCE
142
DPW
VEHICLE
MAINTENANCE
141
VEHICLE
AND
EQUIPMENT
STORAGE
136
0' 8'16' 32'
SCALE: 1/16" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NORTH
EAST
WEST
SOUTH
CANOPY
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
OVERALL
MEZZANINE PLAN
A102
MF
BPM
DGT
2170117-E
CONFORMED
1/16" = 1'-0"1/ A3011OVERALL MEZZANINE PLAN
F
F
F
F
F
S
FF
F
F
FF
F
F F
F
F
F RAIF
F
F
S
F
F
F
F
S
F
F
F F
F
F
F F
F F F F
F F F
F
RAI
RAI
RAIFF FF
F
F
F
F
FF
F
F
F
F
FF
F
F
FR
FR
FR
SMS
SMS
SMS
SMSSMS
SMS
SMS
SMS SMS
SMS
J
J
J
JJ
J J
J
J J
FR
FR FR FR
FR
FR
SMS DCDCDCDC
DCDCDCDCDCDCDCDC DC
DC
DCDCDC DC DC
DC DCDCDCDCDC
DC
DCSMS
SMS
SMS
10
F
RAI
FF
SMS
F
CO2
1
A302
1
A301
4
A401
4
A401
2
A401
2
A401
3
A401
3
A401
1
A401
1
A401
2
A402
2
A402
3
A402
3
A402
ENTRY /
VESTIBULE
101
CONFERENCE
ROOM
102
DIRECTOR
OFFICE
103
OFFICE MGR
104
CEMETERY
OFFICE
105
TOWN
ENGINEER
106
HIGHWAY
SUPER.
107
GROUNDS
SUPER.
108
STOR.
109
FILE
STORAGE
110
FEMALE
TOILET
111MALE
TOILET
112
TABLE AND
COT
STORAGE
113
TRAINING /
STORM
EVENT
ROOM
114
SMALL
ENGINE
REPAIR
SHOP
120
MOWER
REPAIR
SHOP
121
SHARED
GENERAL
WORKSHOP
122
FACILITIES
CARPENTRY
SHOP
123 SIGN SHOP
124
MUSTER
ROOM /
TRAINING
125
STORM
EVENT
OFFICE
126
ENTRY
VESTIBULE
127
PARKS
SUPERVISOR
OFFICE
128
KITCHEN
AREA
129
ENGINEERING
OPEN
OFFICE
131
ADMIN
AREA
132 COPY/ FILE/
MAIL AREA
133
MECHANICAL
ROOM
134
ELECTRICAL
ROOM
135
VEHICLE
AND
EQUIPMENT
STORAGE
136
PARTS
ROOM
137
FLUIDS
ROOM
138
MECHANICS
OFFICE
140
DPW
VEHICLE
MAINTENANCE
141
POLICE
DEPARTMENT
VEHICLE
MAINTENANCE
142
WASH
EQUIP
143
WASH BAY
144
1
1
PPE STOR
116
TEL/DATA
115
BDA CL.
130
JAN. CL
119
2
2
3
3
4
4
5
5
8
8
6
6
9
9
10
10
8.2
8.2
11
11
12
12
13
13
A.1 A.1
A A
B.2 B.2
8.5
8.5
9.8
9.8
10.3
10.3
13.1
13.1
15
15
B.8 B.8
D D
C C
2
A301
2
A302
12.311.3
1
A402
1
A402
4
A402
4
A402
G G
H H
I.1 I.1
J J
F F
E E
K K
L L
5
A402
5
A402
I I
4
A302
4
A301
C.5 C.5
14
147
B B
6.5
6.5
9' - 8 3/4"
J.5J.5
8.9
8.9
A701
26
A211
2
A213
2
A203
3
A212
2
14.3
14.39.4
9.4
7.3
TOILET
139
MEN'S
LOCKER
ROOM
117
CORRIDOR
145
WOMEN'S
LOCKER
ROOM
118
6.3
REFLECTED CEILING PLAN NOTES
1. REFER TO M.E.P / F.P. DRAWINGS FOR LOCATION OF LIGHT FIXTURES, SPRINKLER HEADS,
SUPPLIES, RETURNS AND ADDITIONAL CEILING INFORMATION.
2. ALL DIFFUSERS, SPRINKLER HEADS, ECT. AT ACT AREAS TO BE CENTERED ON TILE.
3. SUSPENDED ACT AT 9'-4" AFF UNLESS NOTED OTHERWISE (U.N.O.)
4. ALL GWB CEILINGS AND SOFFITS AT 9'-4" AFF (U.N.O.)
5. COORDINATE QUANTITY AND LOCATION OF LIGHT FIXTURES WITH ELECTRICAL DRAWINGS.
6. LIGHT FIXTURE SYMBOLS ON REFLECTED CEILING PLANS ARE DIAGRAMMATIC FOR REFERENCE
ONLY. REFER TO ELECTRICAL DRAWINGS FOR TYPE OF LIGHT FIXTURES. ELECTRICAL
CONTRACTOR IS RESPONSIBLE FOR QUANTITY OF LIGHT FIXTURES AS INDICATED ON THE
ELECTRICAL DRAWINGS.
7. FOR CEILING HEIGHTS AND TYPES, REFER TO REFLECTED CEILING PLAN DRAWINGS.
8. NO SUSPENDED LOADS SHALL BE SUPPORTED BY THE ROOF DECK. THIS INCLUDES PIPING,
DUCTWORK, MECHANICAL EQUIPMENT, STAGE RIGGING, CEILING, ETC. ALL STEEL FRAMING
MEMBERS PREFERABLY UTILIZING A SYSTEM OF UNISTRUTS, BEAM CLAMPS, AND THREADED
RODS. ALL ATTACHMENT DEVISES SHALL BE SUBMITTED FOR REVIEW AND ARE SUBJECT TO
APPROVAL OF THE DESIGNER.
9. COORDINATE QUANTITY AND LOCATION FOR EXIT SIGNS WITH ELECTRICAL DRAWINGS.
10. COORDINATE QUANTITY AND LOCATION OF SPRINKLERS WITH FIRE PROTECTION DRAWINGS.
TYPE A1: 2' X 2' SUSPENDED
ACOUSTICAL PANEL
TYPE G1: GYPSUM BOARD CEILING
TYPE G2: GYPSUM BOARD CEILING
- MOISTURE RESISTANT
TYPE G3: 2-HR FIRE RATED CEILING
UL DESIGN NO. U415
EXIT SIGN
WALL MOUNTED SPRINKLER
WALL SCONCE (EXTERIOR & INTERIOR)
SURFACE MTD. LIGHT FIXTURE
TRACK LIGHTING
CEILING MOUNTED SPRINKLER
UNIT HEATER
CLG. MTD. / EXTERIOR SECURITY
CAMERA
CABINET UNIT HEATER
RADIANT HEATER
U.H.
C.U.H.
MOTION DETECTOR
R.H.
CO2 DETECTORS
SOFFIT DETAIL. REFER TO SHEET A2.13XX
REFLECTED CEILING PLAN LEGEND
X'-X"A CEILING TAG
RECESSED LIGHT FIXTURES
SUPPLY DIFFUSER - REF: MECH DWGS
RETURN VENT - REF: MECH DWGS
EXHAUST VENT - REF: MECH DWGS
OCCUPANCY SENSOR
SMOKE DETECTORSD
CEILING FLUSH MOUNTED SPEAKER
F FIRE ALARM SPEAKER / VISUAL SIGNAL
CEILING PHOTO SENSORPS
F CLG CEILING MOUNTED FIRE ALARM
SPEAKER / VISUAL SIGNAL
F FIRE ALARM VISUAL SIGNAL
OS
S
TYPE
HEIGHT
CEILING TYPES:
EMERGENCY LIGHT FIXTURE
EMERGENCY LIGHT FIXTURE
EXPOSED UPRIGHT SPRINKLER
ORIGIN - START OF SUSPENDED
ACOUSTICAL PANELDIM.DIM.TYPE A2: 2' X 2' SUSPENDED ACOUSTICAL PANEL
- MOISTURE RESISTANT
0' 8'16' 32'
SCALE: 1/16" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NORTH
EAST
WEST
SOUTH
CANOPY
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
OVERALL
REFLECTED
CEILING PLAN
A103
MF
BPM
DGT
2170117-E
CONFORMED
1/16" = 1'-0"1/ A3011OVERALL REFLECTED CEILING PLAN
UP
ROOF PLAN GENERAL NOTES
1. REFER TO EQUIPMENT, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR
ADDITIONAL ROOF PENETRATIONS AND EQUIPMENT NOT SHOWN. ANY
DISCREPANCIES REGARDING LOCATION OF EQUIPMENT SHALL BE BROUGHT TO THE
ATTENTION OF THE ARCHITECT FOR RESOLUTION IN FIELD.
2. ROOF SLOPE = 1'-0" : 12'-0"
3. SEE GENERAL NOTES ON A012.
4. ALL GUTTERS TO PITCH TOWARDS DOWNSPOUTS AT A MINIMUM 1/16" PER FOOT
AND SUPPORTED AS PER METAL BUILDING MANUFACTURER.
5. ROOF PENETRATIONS TO BE CUT AND FLASHED BY METAL BUILDING MANUFACTURER.
6. PROVIDE ROOF FLASHING AT ALL PENETRATIONS INCLUDING BUT NOT LIMITED TO
VENT STACKS, FLUES, AND EXHAUST FANS. REVIEW PLUMBING, EQUIPMENT,
MECHANICAL, AND ELECTRICAL DRAWINGS FOR CONSTRUCTION NOT INDICATED ON
THIS DRAWING.
7. PROVIDE CRICKETS AT ALL ROOFTOP EQUIPMENT AND PENETRATIONS TO CREATE
ADEQUATE ROOF DRAINAGE.
8. SUPPLEMENTAL FRAMING AND CURBS FOR ALL ROOFTOP EQUIPMENT SHALL BE
PROVIDED AND INSTALLED BY THE METAL BUILDING MANUFACTURER.
9. ALL ROOF CURBS SHALL BE MANUFACTURED AND INSTALLED TO ALLOW THE
EQUIPMENT TO BE INSTALLED LEVEL ON THE CURBS.
3
A301
1
A302
3
A302
1
A301
4
A401
4
A401
2
A401
2
A401
3
A401
3
A401
1
A401
1
A401
2
A402
2
A402
3
A402
3
A402
LOW POINT
LOW POINT
LOW POINT
LOW POINT
HIGH POINT
LOW POINT
HIGH POINT
LOW POINT
RIDGE ≃28'LOW POINTLOW POINTRIDGE 19'-2"LOW POINTLOW POINTROOF CRICKET 2:121:122:122:121:122:122:12
22'
≈34' 2"RIDGE 2:12LOW POINT
DS
DS
DS
DS
DSDSDSDSDS DS
DS
DS
DS
DS
DS
DS
2:12
DSDSDS
DS
DS
1 2 3 4 5
8
8
6
6
9
9
10
10
8.2
8.2
11
11
12
12
13
13
A.1 A.1
A A
B.2 B.2
8.5
8.5
9.8
9.8
10.3
10.3
13.1
13.1
15
B.8 B.8
D D
C C
2
A301
12.311.3
1
A402
1
A402
4
A402
4
A402
G G
H H
I.1 I.1
J J
F F
E E
K K
L L
5
A402
5
A402
I I
4
A302
4
A301
C.5
147
7
B B
6.5
6.5
J.5J.5
8.9
8.9
A211
1
A212
1
A213
1
A203
2
14.39.4
9.4
7.3
7.3
DS DS DS VALLEY≈29'
≈29'
≈29'
≈29'
≈23' ≈23'
≈19'
≈17'
≈19'
≈17'
2:12
≈31' 2"RIDGE
2:122:12DS DS DS DS DS VALLEY22'≈14'7"
≈14'7"
≈19'-2"
≈14'7"
≈14'7"
≈22' ≈22'
≈22' ≈22' VALLEY1
A831
6.3
6.3
0' 8'16' 32'
SCALE: 1/16" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NORTH
EAST
WEST
SOUTH
CANOPY
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
OVERALL ROOF
PLAN
A104
MF
BPM
DGT
2170117-E
CONFORMED
1/16" = 1'-0"1/ A3011OVERALL ROOF PLAN
UP
UP
4. EQUIPMENT SHOWN FOR REFERENCE ONLY. SEE EQ DRAWINGS FOR
MORE INFO.
5. FURNITURE SHOWN FOR INFORMATION ONLY (N.I.C.). SEE FURNITURE
PLAN A921 FOR MORE INFO.
6. F.E. = FIRE EXTINGUISHER.
F.E.C. = FIRE EXTINGUISHER W/ SEMI-RECESSED CABINET
7. ALL INTERIOR DIMENSIONS ARE TAKEN FROM FACE OF GYPSUM WALL
BOARD TO FACE OF GYPSUM WALL BOARD OR FACE OF CMU UNLESS
SPECIFICALLY NOTED OTHERWISE.
BRACKET MOUNTED
CABINET MOUNTED (SEMI-RECESSED)
IB: INTERIOR BOLLARD, 6" DIAMETER (SEE DETAIL 1 / A631)
EB: EXTERIOR BOLLARD, 6" DIAMETER (SEE CIVIL DWGS)
3.FUME SEPARATION PARTITION, SEE A031 - FUME
SEPARATION ASSEMBLY, TYPE F1, F1A, F2 AND
F2A.
1. SEE SHEET A012 FOR PLUMBING FIXTURE SCHEDULE / MOUNTING
HEIGHTS.
2. BOLLARDS.
FLOOR PLAN GENERAL NOTES
2
A401
2
A401
3
A401
3
A401
1
A401
1
A401 OPENING10' - 0"6' - 0"OPENING6' - 0"4' - 8"OPENING6' - 0"4' - 8"OPENING6' - 0"6' - 8"OPENING6' - 0"6' - 8"OPENING6' - 0"A701
129' - 11 1/2"A701
12
3' - 4 1/16"
OPENING
8' - 0" 4' - 7 15/16" 8' - 0" 4' - 8" 6' - 0" 5' - 4"
OPNG
10' - 0" 5' - 4"
OPNG
6' - 0" 3' - 4"
OPNG
6' - 0"
3' - 4"
A601
5
A601
7
A601
8
103
107
105
104
128
122A
123A
122B
121B
120121A
123B
113
112
108
109
125
126
129
101B 102
106
124
ENTRY /
VESTIBULE
101 CONFERENCE
ROOM
102
DIRECTOR
OFFICE
103
OFFICE MGR
104
CEMETERY
OFFICE
105
TOWN
ENGINEER
106
HIGHWAY
SUPER.
107
GROUNDS
SUPER.
108
STOR.
109
FILE
STORAGE
110
FEMALE
TOILET
111
MALE
TOILET
112
TABLE AND
COT
STORAGE
113
TRAINING /
STORM
EVENT
ROOM
114
SMALL
ENGINE
REPAIR
SHOP
120
MOWER
REPAIR
SHOP
121
SHARED
GENERAL
WORKSHOP
122
FACILITIES
CARPENTRY
SHOP
123
SIGN SHOP
124
MUSTER
ROOM /
TRAINING
125
STORM
EVENT
OFFICE
126
ENTRY
VESTIBULE
127
PARKS
SUPERVISOR
OFFICE
128
KITCHEN
AREA
129
ENGINEERING
OPEN
OFFICE
131
ADMIN
AREA
132
COPY/ FILE/
MAIL AREA
133
MECHANICAL
ROOM
134
PPE STOR
116
115
114
116
145
TEL/DATA
115
117
119
118
JAN. CL
119
9
9
10
10
11
11
12
12
13
13
A.1 A.1
A A
130
111
B.2 B.2
8.5
8.5
9.8
9.8
10.3
10.3
13.1
13.1
15
15
B.8 B.8
D D
C
C
12.3
12.3
11.3
11.3 6' - 0"5' - 10"1
A301
10' - 5"15' - 6"12' - 8"13' - 0"F1A
F2
F2
2C
2C
2A
2D
2C
2C
2C
2C
2C
2A
2C
8A
8A
8A
SF5
SF3
SF3
SF3
2A
2F
4B
2A
SF3
2A
SF3
SF5
SF3
SF2 SF2 SF5
2D
2A 2D
SF3SF3
8A
SF5
2F
2A
2A
2D
2F
2
A501
4
A501
5
A501
4
A502
3
A502
2
A502
1
A503
4
A402
4
A402
1
A501
5
A402
5
A402
F2
2A
2A2A
2D
2A
2A
2A
4
A302
4
A301
122C
123C
121C
13' - 1 1/32"18' - 4 3/8"11' - 0"11' - 0"11' - 0"11' - 0"13' - 6"3
A302 127127A BDA CL.
130
A911
8
39' - 2"
15' - 8"
OPENING
6' - 0" 3' - 4"
OPENING
6' - 0" 3' - 4"
OPENING
6' - 0" 15' - 8"
3
A301
134B OPENING
6' - 0" 14' - 8"
OPENING
6' - 0" 5' - 4"
12' - 8"
6' - 0"
15' - 6"
15' - 6"6' - 6 1/2"13' - 2"6' - 0"19' - 9 9/16"13' - 2"6' - 2 3/8"8' - 5"16' - 8"23' - 6 3/4"29' - 0"
SF4 SF4 SF4
C.5
14
14
IB
IB
IB
IB
IB
IB
DS
DS
DS
DSDS
DS
DS DS DS
DS
DS
DS
DS
DS
TYPE 2
TYPE 2
TYPE 2
B B
TYPE 2
TYPE 3
TYPE 37' - 4"COORD W/ OVHD DOOR MANUF14' - 0"2' - 4" 3' - 4"
EQ
COORD W/ OVHD DOOR MANUF14' - 0"COORD W/ OVHD DOOR MANUF12' - 0"3' - 4"
OUTSIDE FACE
OF FNDN WALL /
OUTSIDE FACE
OF CMU VENEER
56' - 0"
OUTSIDE FACE
OF FNDN WALL /
OUTSIDE FACE
OF CMU VENEER
74' - 0"42' - 0"
OUTSIDE FACE
OF FNDN WALL /
OUTSIDE FACE
OF CMU VENEER
31' - 0"80' - 6"OUTSIDE FACE
OF FNDN WALL /
OUTSIDE FACE
OF CMU VENEER
42' - 0"OUTSIDE FACE
OF FNDN WALL /
OUTSIDE FACE
OF CMU VENEER
A911
12
F2
4A
2D
4B
2D3' - 3 1/2"UPPER WINDOW6' - 0"3' - 4"UPPER WINDOW6' - 0"3' - 4"UPPER WIND.6' - 0"2' - 0"8' - 0"
3' - 4 1/16"
6' - 0"
6' - 0"
8.9
8.9
2A
4B
5A
2A
1A 2A
2A
2A
4B
2D
2D
2A
2A
TYPE 2
MEN'S
LOCKER
ROOM
117
CORRIDOR
145
WOMEN'S
LOCKER
ROOM
118
8' - 10"
14' - 0"
8' - 5"6' - 0"6' - 4"125A14.3
14.39.4
9.4
8' - 0"8' - 0"
12'-0"4' - 6"
1C
A601
2
A601
1
TYPE 2
2D
2A
2D
1A
1A
1A
1A
2G
2D
AS-2AS-3
1A 2D
1A2D
1C
4B
1A
8A
1A
2A
2D
4A
2D
2D
1C
2G
1A
1C
1A
1D
1D1D
1D
1D
1D
1D
1D
2F
1D
1D1A1D1A
1D
2D
1A4' - 0"OPENING8' - 0"4' - 0"OPENING10' - 0"5' - 0"AS-1
A601
3
A601
13
2A
FE
FE4' - 0"CL
CENTER OF
COL LINE
= CENTER OF
MASONRY WALL
10' - 0"
101A
11078' - 0 1/2"5' - 4"
OPENING
6' - 0"4' - 8"5' - 0"
OPENING
6' - 0"5' - 0"
SF3 SF3
3' - 3 1/2"OPNG3' - 4"7' - 4"2' - 8"OPNG3' - 4"2' - 8"OPNG3' - 4"9"2D
TV, N.I.C.
PROVIDE BLKG IN
WALL FOR FUTURE A912
4
TRANSACTION
COUNTER &
WINDOWA911
19
2C
EQ EQ
FE
A631
6 SIM
FE
TV, N.I.C.
PROVIDE BLKG IN
WALL FOR FUTUREA912
4
4x8 WHITE
BOARD
FE 6' - 0"4x8 WHITE
BOARD
A911
18TRANSACTION
COUNTER & WINDOW
TV, N.I.C.
PROVIDE BLKG IN WALL
FOR FUTURE
A912
4
DS
FE
2'-0" DEEP SOLID SURFACE
COUNTER W/ 4" BACKSPLASH
-CONCEALED BRACKETS AT
3'-0" O.C. MAX
17'-2" +/- V.I.F.
2A
F2
3/4" FRTW FROM 6" A.F.F. TO
8'-6" A.F.F. ON 2x4S, PTD.,
TYP. AT ENTIRE PERIMOF
ELEC AND TEL/DATA RM.
A931
H
DEDICATION
PLAQUE
TYPE 3
INDUSTRIAL EQUIPMENT,
SHOWN HALFTONE
INDUSTRIAL EQUIPMENT
4
A623
10'-8"
10'-8"
10'-8"
10'-8"
GWB TO
STRUCTURE
GWB TO
STRUCTURE
EB
EB
EB
EB
EB A912
4
A912
4
A912
4
A912
4
A912
4
TV, N.I.C.
PROVIDE BLKG IN
WALL FOR FUTURE
TYPE 2
A602
1
SIM,
OPP HAND
A602
1
SIM,
OPP HAND
A602
1
SIM,
OPP HAND
1
A912
TYP, 3 SIDES
OF ROOM,
SHOWN
DASHED
5
A912
FEC
FEC
FEC
FEC
FEC
FEC
MEZZANINE GENERAL NOTES
1. AT EACH MEZZANINE SWING GATE LOCATION, PROVIDE 4" H (RED)
LETTER SIGNAGE AT MEZZANINE FASCIA TO READ: 200LBS/SF
MAXIMUM MEZZANINE LOADING
2. PROVIDE 6'-0" SWING GATE TO MATCH ADJACENT RAILING SYSTEM
AT EACH LOCATION INDICATED.
3. PROVIDE SAFETY CHAIN PER OSHA STANDARDS AT EACH SWING
GATE.
4. PROVIDE SAFETY YELLOW PAINT AT MEZZANINE FLOOR AT EACH
SWING GATE, AS INDICATED.
5. COORDINATE EXACT LOCATION WITH MECHANICAL, STRUCTURAL
AND EQUIPMENT REQUIREMENTS.
0' 4' 8'16'
SCALE: 1/8" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NORTH
EAST
WEST
SOUTH
CANOPY
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
LARGE SCALE
FLOOR PLANS -
SHOPS &
EMPLOYEE
FACILITIES
A201
MF
BPM
DGT
2170117-E
CONFORMED
1/8" = 1'-0"1/ A1011PARTIAL FLOOR PLAN - SHOPS & EMPLOYEE FACILITIES
UP
UP
DNDN
UP
4
A401
4
A401
2
A401
2
A401
3
A401
3
A401
OUTLINE OF MEZZANINE
-ABOVE
MECHANICAL
ROOM
134
ELECTRICAL
ROOM
135
VEHICLE
AND
EQUIPMENT
STORAGE
136
136C
136A
141A
134B
13586 9 108.2 11 12 138.5 9.8 10.3 13.1
D D
12.311.3
1
A402
1
A402
4
A503
1
A502
3
A503
4
A503
G G
H H
I.1 I.1
F F
E E
A711
6
A711
5
8A
8A
8A
8A
I I5' - 8"136D 134A14' - 9"COORD W/ OVHD DOOR MANUF18' - 0" M.O.136B
7
IB
IB
IB
IB
TYPE 1
6.5
5' - 4"3' - 4"
OUTSIDE FACE OF
FNDN WALL /
OUTSIDE FACE OF
CMU VENEER
OUTSIDE FACE OF
FNDN WALL /
OUTSIDE FACE OF
CMU VENEER OUTSIDE FACE OF FNDN WALL /
OUTSIDE FACE OF CMU VENEER
30' - 8"OUTLINE OF MEZZANINE
-ABOVE
8.9 9.47.3 9' - 0"3' - 4"3/4" FRTW FROM 6" A.F.F. TO
8'-6" A.F.F. ON 2x4S, PTD.,
TYP. AT ENTIRE PERIMOF
ELEC AND TEL/DATA RM.
FE
FE
FEFE
FE
24' - 4"3' - 4"3' - 4"TYPE 1
DS DS
FE
FE
FEIB
DS
DS
3' - 4"3' - 4"18' - 0"38' - 0"52' - 0"145FE
TYPE 1 13' - 4"136E
72' - 0"
UP TO
MEZZ 14'
UP TO
MEZZ 14'
6.3
EB
EB
EB
EB
EB
EB
EB
EB
EB
IB
IB
IB
COORDINATE
BOLLARD LOCATION
WITH INCOMING GAS
SERVICE
INTERIOR LOUVER
- ABOVE, COORDINATE
WITH HVAC DRAWINGS
10
A834
UP TO
MEZZ 14'
A631
6
TYPE 1
TYPE 1
CONCRETE STAIR, LANDING
& RAMP ASSEMBLY
- SEE STRUCT DWGS
A631
6
F1 TYPE 1
4. EQUIPMENT SHOWN FOR REFERENCE ONLY. SEE EQ DRAWINGS FOR
MORE INFO.
5. FURNITURE SHOWN FOR INFORMATION ONLY (N.I.C.). SEE FURNITURE
PLAN A921 FOR MORE INFO.
6. F.E. = FIRE EXTINGUISHER.
F.E.C. = FIRE EXTINGUISHER W/ SEMI-RECESSED CABINET
7. ALL INTERIOR DIMENSIONS ARE TAKEN FROM FACE OF GYPSUM WALL
BOARD TO FACE OF GYPSUM WALL BOARD OR FACE OF CMU UNLESS
SPECIFICALLY NOTED OTHERWISE.
BRACKET MOUNTED
CABINET MOUNTED (SEMI-RECESSED)
IB: INTERIOR BOLLARD, 6" DIAMETER (SEE DETAIL 1 / A631)
EB: EXTERIOR BOLLARD, 6" DIAMETER (SEE CIVIL DWGS)
3.FUME SEPARATION PARTITION, SEE A031 - FUME
SEPARATION ASSEMBLY, TYPE F1, F1A, F2 AND
F2A.
1. SEE SHEET A012 FOR PLUMBING FIXTURE SCHEDULE / MOUNTING
HEIGHTS.
2. BOLLARDS.
FLOOR PLAN GENERAL NOTES
MEZZANINE GENERAL NOTES
1. AT EACH MEZZANINE SWING GATE LOCATION, PROVIDE 4" H (RED)
LETTER SIGNAGE AT MEZZANINE FASCIA TO READ: 200LBS/SF
MAXIMUM MEZZANINE LOADING
2. PROVIDE 6'-0" SWING GATE TO MATCH ADJACENT RAILING SYSTEM
AT EACH LOCATION INDICATED.
3. PROVIDE SAFETY CHAIN PER OSHA STANDARDS AT EACH SWING
GATE.
4. PROVIDE SAFETY YELLOW PAINT AT MEZZANINE FLOOR AT EACH
SWING GATE, AS INDICATED.
5. COORDINATE EXACT LOCATION WITH MECHANICAL, STRUCTURAL
AND EQUIPMENT REQUIREMENTS.
4
A401
4
A401
2
A401
2
A401
3
A401
3
A401
8
8
6
6
9
9
10
10
8.2
8.2
11
11
12
12
13
13
8.5
8.5
9.8
9.8
10.3
10.3
13.1
13.1
D D
12.311.3
1
A402
1
A402
G G
H H
I.1 I.1
F F
E E
I I
7
7
A623
1
COMPRESSOR
ROOM
146
VEHICLE
AND
EQUIPMENT
STORAGE
MEZZANINE
2
148
VEHICLE
AND
EQUIPMENT
STORAGE
MEZZANINE
1
149
A711
6
6.5
6.5
MEZZANINE LIMITS
-PROVIDE GUARD RAIL ENTIRE
PERIMETER OPEN TO VEHICLE
STORAGE
2D2D
146
147
8.9
4
A711
9.4
9.4
7.3
7.3
MEZZANINE LIMITS
-PROVIDE GUARD RAIL ENTIRE
PERIMETER OPEN TO VEHICLE
STORAGE
OUTLINE OF YELLOW
PAINT SAFETY LIMITS
-TYP
FE
A713
1
SWING GATE
6' - 0"
8' - 0"5' - 4"A713
1
7' - 6"
SWING GATE
6' - 0"
8' - 0"5' - 4"EQEQ8' - 0"5' - 0"SWING GATE
6' - 0"3' - 6"
OUTLINE OF YELLOW
PAINT SAFETY LIMITS
-TYP
6.3
6.3
VEHICLE
AND
EQUIPMENT
STORAGE
136
FE
2' - 8"6' - 10"CL
CLOF ROOF
HATCH
CL OF ROOF
HATCH
INSIDE
FACE OF
MTL PANEL
EDGE OF
MEZZ
EB
EB
EB
EB
EB
3
A713A713
1 6"6"
1' - 5"
3
A7136"6"
3
A7136"6"
4
A713 TYP
A631
6
4
A713
TYP
0' 4' 8'16'
SCALE: 1/8" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NORTH
EAST
WEST
SOUTH
CANOPY
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
LARGE SCALE
FLOOR &
MEZZANINE
PLANS - VEHICLE
STORAGE
A202
MF
BPM
DGT
2170117-E
CONFORMED
1/8" = 1'-0"1/ A1011PARTIAL FLOOR PLAN - VEHICLE STORAGE
1/8" = 1'-0"1/ A1022PARTIAL MEZZANINE PLAN - VEHICLE STORAGE
F F F
F
F
CO2
2
A401
2
A401
3
A401
3
A401
8
8
9
9
10
10
8.2
8.2
11
11
12
12
13
13
8.5
8.5
9.8
9.8
10.3
10.3
13.1
13.1
I.1 I.1
J J
I I
J.5J.5
9.4
9.4
PARTS
ROOM
137
FLUIDS
ROOM
138
VEHICLE
AND
EQUIPMENT
STORAGE
136
DS DS DS DS DS DS
136E
TYPE 1
TYPE 1
TYPE 1
2
A401
2
A401
3
A401
3
A401
9
9
10
10
11
11
12
12
13
13
9.8
9.8
10.3
10.3
I.1 I.1
J J
I I
J.5J.5
9.4
9.4
A623
5
ACCESS
LADDER
16" WIDE STANDING SEAM METAL
PANEL ROOF ASSEMBLY BY MTL
BLDG MANUF
SNOWGUARD, TYP
A621
6
7
A622 GUTTER
DSDSDS DS DS DS
2
A622
RAKE
2
A401
2
A401
3
A401
3
A401
8
8
9
9
10
10
8.2
8.2
11
11
12
12
13
13
8.5
8.5
9.8
9.8
10.3
10.3
13.1
13.1
I.1 I.1
J J
I I
J.5J.5
9.4
9.4
ROOF PLAN GENERAL NOTES
1. REFER TO EQUIPMENT, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR
ADDITIONAL ROOF PENETRATIONS AND EQUIPMENT NOT SHOWN. ANY
DISCREPANCIES REGARDING LOCATION OF EQUIPMENT SHALL BE BROUGHT TO THE
ATTENTION OF THE ARCHITECT FOR RESOLUTION IN FIELD.
2. ROOF SLOPE = 1'-0" : 12'-0"
3. SEE GENERAL NOTES ON A012.
4. ALL GUTTERS TO PITCH TOWARDS DOWNSPOUTS AT A MINIMUM 1/16" PER FOOT
AND SUPPORTED AS PER METAL BUILDING MANUFACTURER.
5. ROOF PENETRATIONS TO BE CUT AND FLASHED BY METAL BUILDING MANUFACTURER.
6. PROVIDE ROOF FLASHING AT ALL PENETRATIONS INCLUDING BUT NOT LIMITED TO
VENT STACKS, FLUES, AND EXHAUST FANS. REVIEW PLUMBING, EQUIPMENT,
MECHANICAL, AND ELECTRICAL DRAWINGS FOR CONSTRUCTION NOT INDICATED ON
THIS DRAWING.
7. PROVIDE CRICKETS AT ALL ROOFTOP EQUIPMENT AND PENETRATIONS TO CREATE
ADEQUATE ROOF DRAINAGE.
8. SUPPLEMENTAL FRAMING AND CURBS FOR ALL ROOFTOP EQUIPMENT SHALL BE
PROVIDED AND INSTALLED BY THE METAL BUILDING MANUFACTURER.
9. ALL ROOF CURBS SHALL BE MANUFACTURED AND INSTALLED TO ALLOW THE
EQUIPMENT TO BE INSTALLED LEVEL ON THE CURBS.
REFLECTED CEILING PLAN NOTES
1. REFER TO M.E.P / F.P. DRAWINGS FOR LOCATION OF LIGHT FIXTURES, SPRINKLER HEADS,
SUPPLIES, RETURNS AND ADDITIONAL CEILING INFORMATION.
2. ALL DIFFUSERS, SPRINKLER HEADS, ECT. AT ACT AREAS TO BE CENTERED ON TILE.
3. SUSPENDED ACT AT 9'-4" AFF UNLESS NOTED OTHERWISE (U.N.O.)
4. ALL GWB CEILINGS AND SOFFITS AT 9'-4" AFF (U.N.O.)
5. COORDINATE QUANTITY AND LOCATION OF LIGHT FIXTURES WITH ELECTRICAL DRAWINGS.
6. LIGHT FIXTURE SYMBOLS ON REFLECTED CEILING PLANS ARE DIAGRAMMATIC FOR REFERENCE
ONLY. REFER TO ELECTRICAL DRAWINGS FOR TYPE OF LIGHT FIXTURES. ELECTRICAL
CONTRACTOR IS RESPONSIBLE FOR QUANTITY OF LIGHT FIXTURES AS INDICATED ON THE
ELECTRICAL DRAWINGS.
7. FOR CEILING HEIGHTS AND TYPES, REFER TO REFLECTED CEILING PLAN DRAWINGS.
8. NO SUSPENDED LOADS SHALL BE SUPPORTED BY THE ROOF DECK. THIS INCLUDES PIPING,
DUCTWORK, MECHANICAL EQUIPMENT, STAGE RIGGING, CEILING, ETC. ALL STEEL FRAMING
MEMBERS PREFERABLY UTILIZING A SYSTEM OF UNISTRUTS, BEAM CLAMPS, AND THREADED
RODS. ALL ATTACHMENT DEVISES SHALL BE SUBMITTED FOR REVIEW AND ARE SUBJECT TO
APPROVAL OF THE DESIGNER.
9. COORDINATE QUANTITY AND LOCATION FOR EXIT SIGNS WITH ELECTRICAL DRAWINGS.
10. COORDINATE QUANTITY AND LOCATION OF SPRINKLERS WITH FIRE PROTECTION DRAWINGS.
TYPE A1: 2' X 2' SUSPENDED
ACOUSTICAL PANEL
TYPE G1: GYPSUM BOARD CEILING
TYPE G2: GYPSUM BOARD CEILING
- MOISTURE RESISTANT
TYPE G3: 2-HR FIRE RATED CEILING
UL DESIGN NO. U415
EXIT SIGN
WALL MOUNTED SPRINKLER
WALL SCONCE (EXTERIOR & INTERIOR)
SURFACE MTD. LIGHT FIXTURE
TRACK LIGHTING
CEILING MOUNTED SPRINKLER
UNIT HEATER
CLG. MTD. / EXTERIOR SECURITY
CAMERA
CABINET UNIT HEATER
RADIANT HEATER
U.H.
C.U.H.
MOTION DETECTOR
R.H.
CO2 DETECTORS
SOFFIT DETAIL. REFER TO SHEET A2.13XX
REFLECTED CEILING PLAN LEGEND
X'-X"A CEILING TAG
RECESSED LIGHT FIXTURES
SUPPLY DIFFUSER - REF: MECH DWGS
RETURN VENT - REF: MECH DWGS
EXHAUST VENT - REF: MECH DWGS
OCCUPANCY SENSOR
SMOKE DETECTORSD
CEILING FLUSH MOUNTED SPEAKER
F FIRE ALARM SPEAKER / VISUAL SIGNAL
CEILING PHOTO SENSORPS
F CLG CEILING MOUNTED FIRE ALARM
SPEAKER / VISUAL SIGNAL
F FIRE ALARM VISUAL SIGNAL
OS
S
TYPE
HEIGHT
CEILING TYPES:
EMERGENCY LIGHT FIXTURE
EMERGENCY LIGHT FIXTURE
EXPOSED UPRIGHT SPRINKLER
ORIGIN - START OF SUSPENDED
ACOUSTICAL PANELDIM.DIM.TYPE A2: 2' X 2' SUSPENDED ACOUSTICAL PANEL
- MOISTURE RESISTANT
0' 4' 8'16'
SCALE: 1/8" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NORTH
EAST
WEST
SOUTH
CANOPY
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
LARGE SCALE
CANOPY FLOOR
PLAN- ROOF PLAN
- RCP
A203
MF
BPM
DGT
2170117-E
CONFORMED
1/8" = 1'-0"1/ A1011ENLARGED PLAN - CANOPY
1/8" = 1'-0"1/ A1042PARTIAL ROOF PLAN - CANOPY
1/8" = 1'-0"1/ A1033REFLECTED CEILING PLAN - CANOPY
DN
156' - 0"
LARGE BAY DPW HEAVY DPW BAYLARGE POLICE
BAY
HEAVY DPW BAY
4
A401
4
A401
2
A402
2
A402
3
A402
3
A402
42' - 0"
5' - 4"10' - 8"M.O.6' - 4"A601
9
A601
10
A601
11
A601
12
PARTS
ROOM
137
FLUIDS
ROOM
138
MECHANICS
OFFICE
140
DPW
VEHICLE
MAINTENANCE
141
POLICE
DEPARTMENT
VEHICLE
MAINTENANCE
142
WASH
EQUIP
143
WASH BAY
144
143
144F
142C 141G144D
141E 141D 141C
141B
141A
138B
139
142B
140
138A
141F
1
1
2
2
3
3
4
4
5
5
8
8
6
6
8.2
8.2
1
A504
2
A504
2
A503
4
A504
I.1 I.1
J J
K K
L L
A711
23' - 4"43' - 4"3' - 4"5' - 4"142A144B
8A
8A
8A
I I
A701
21
5' - 4"
M.O.
16' - 0" 12' - 8"
IB IB
IBIB
TYPE 1
TYPE 1
TYPE 4
6.5
6.5
TYPE 1
TYPE 1
TYPE 4
OUTSIDE FACE OF
FNDN WALL / OUTSIDE
FACE OF CMU VENEER
16' - 0"
OUTSIDE FACE OF
FNDN WALL / OUTSIDE
FACE OF CMU VENEER
131
132
OUTSIDE FACE OF
FNDN WALL / OUTSIDE
FACE OF CMU VENEER
137
3' - 4"6' - 4"1224' - 6"30' - 0"8' - 0"3' - 10"27' - 10"6' - 4"4' - 8"8' - 3"J.5J.5
1' - 10"
6' - 4"
16' - 8"
TOILET
139
2' - 8"7' - 0"
LARGE DPW BAYSMALL DPW BAYSMALL POLICE
BAY
3' - 4"6' - 0"
6' - 0"3' - 4"3' - 4"16' - 0"26' - 8"16' - 0"5' - 4"16' - 0"3' - 8"5' - 4"16' - 0"5' - 4"16' - 0"5' - 4"16' - 0"5' - 4"16' - 0"
GALVINIZED CATWALK
ASSEMBLY
-SEE A721 FOR
ADDITIONAL INFO
117' - 8"60' - 8"8A
1D
FE
DSDSDSDSDSDS
FE
FE
DS DS DS DS
FE
FE
DS
8A-2H
1D
8A-2H
5' - 0"
INDUSTRIAL EQUIPMENT,
SHOWN HALFTONE
INDUSTRIAL EQUIPMENT,
SHOWN HALFTONE
8A
8AS.S.
FE
4' - 0"6' - 0"22' - 8"
SF6
10'-0"
A631
2
UTILITY
PANEL A631
2 UTILITY
PANEL
A631
2
UTILITY
PANEL
A631
2
UTILITY
PANEL
A631
2
UTILITY
PANEL
FE
A631
2
UTILITY
PANEL
8'-0"
TYPE 4
F1
UP TO
MEZZ 12'-0"
8A3' - 4"21' - 0"1D
10"10"2' - 4"1' - 6"
TYPE 1
TYPE 1
UP TO
MEZZ 12'-0"
13'-4"
UP TO
MEZZ 10'-8"UP TO
MEZZ 9'-10"
UP TO
MEZZ 9'-10"
UP TO
MEZZ 10'-8"
UP TO
MEZZ 11'-8"
A601
11
SIM
6.3
6.3
EB EB EB EB EB EB EB EB
EB
EB
EB
EB
EB EB EB EB EB EB EB
TV, N.I.C.
13'-4"
4
A401
4
A401
2
A402
2
A402
3
A402
3
A402
1
1
2
2
3
3
4
4
5
5
8
8
6
6
8.2
8.2
1
A504
2
A504
2
A503
4
A504
A711
2
I.1 I.1
J J
K K
L L
I I
DPW
VEHICLE
MAINTENANCE
MEZZANINE
3
147
6.5
6.5 147MEZZANINE LIMITS
-PROVIDE GUARD RAIL ENTIRE
PERIMETER OPEN TO DPW
VEHICLE MAINTENANCE
J.5J.5
3' - 7"
A713
1
6' - 0"1' - 0"OUTLINE OF YELLOW
PAINT SAFETY LIMITS
-TYP
MEZZANINE LIMITS
-PROVIDE GUARD RAIL ENTIRE
PERIMETER OPEN TO DPW
VEHICLE MAINTENANCE
A713
1
OUTLINE OF YELLOW
PAINT SAFETY LIMITS
-TYP1' - 4"6' - 0"8' - 0"5' - 0"
F1
6' - 4"
6.3
6.3
EB EB EB EB EB EB EB EB
EB
EB
EB
EB
EB
EB EB EB EB EB EB EB
3
A7136"6"3
A7136"6"4A
FROM 13'-4" TO
UNDERSIDE OF
ROOF
4A
FROM 13'-4" TO
UNDERSIDE OF
ROOF
2
A613
STANDING SEAM
ROOF ASSEMBLY
4
A713
TYP
CANOPY ROOF
ASSEMBLY
4
A713 TYP
MEZZANINE GENERAL NOTES
1. AT EACH MEZZANINE SWING GATE LOCATION, PROVIDE 4" H (RED)
LETTER SIGNAGE AT MEZZANINE FASCIA TO READ: 200LBS/SF
MAXIMUM MEZZANINE LOADING
2. PROVIDE 6'-0" SWING GATE TO MATCH ADJACENT RAILING SYSTEM
AT EACH LOCATION INDICATED.
3. PROVIDE SAFETY CHAIN PER OSHA STANDARDS AT EACH SWING
GATE.
4. PROVIDE SAFETY YELLOW PAINT AT MEZZANINE FLOOR AT EACH
SWING GATE, AS INDICATED.
5. COORDINATE EXACT LOCATION WITH MECHANICAL, STRUCTURAL
AND EQUIPMENT REQUIREMENTS.
4. EQUIPMENT SHOWN FOR REFERENCE ONLY. SEE EQ DRAWINGS FOR
MORE INFO.
5. FURNITURE SHOWN FOR INFORMATION ONLY (N.I.C.). SEE FURNITURE
PLAN A921 FOR MORE INFO.
6. F.E. = FIRE EXTINGUISHER.
F.E.C. = FIRE EXTINGUISHER W/ SEMI-RECESSED CABINET
7. ALL INTERIOR DIMENSIONS ARE TAKEN FROM FACE OF GYPSUM WALL
BOARD TO FACE OF GYPSUM WALL BOARD OR FACE OF CMU UNLESS
SPECIFICALLY NOTED OTHERWISE.
8. CONTRACTOR SHALL PROVIDE R-10, 100 PSI RIGID INSULATION UNDER
THE ENTIRE VEHICLE MAINTENANCE AREA SLAB SCHEDULED TO RECIEVE
RADIANT FLOOR HEATING SYSTEM AS SHOWN ON THE H-SERIES
DRAWINGS."
BRACKET MOUNTED
CABINET MOUNTED (SEMI-RECESSED)
IB: INTERIOR BOLLARD, 6" DIAMETER (SEE DETAIL 1 / A631)
EB: EXTERIOR BOLLARD, 6" DIAMETER (SEE CIVIL DWGS)
3.FUME SEPARATION PARTITION, SEE A031 - FUME
SEPARATION ASSEMBLY, TYPE F1, F1A, F2 AND
F2A.
1. SEE SHEET A012 FOR PLUMBING FIXTURE SCHEDULE / MOUNTING
HEIGHTS.
2. BOLLARDS.
FLOOR PLAN GENERAL NOTES
0' 4' 8'16'
SCALE: 1/8" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NORTH
EAST
WEST
SOUTH
CANOPY
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
LARGE SCALE
FLOOR AND
MEZZANINE PLAN
- VEHICLE
MAINTENANCE
A204
MF
BPM
DGT
2170117-E
CONFORMED
1/8" = 1'-0"1/ A1011PARTIAL FLOOR PLAN - VEHICLE MAINTENANCE
1/8" = 1'-0"1/ A1022PARTIAL MEZZANINE PLAN - VEHICLE MAINTENANCE
CO2
F
F
F
F
F
S
FF
F
F
F
F
F
F
F
F
F
F RAIF
S
F
F
F
F
F
F
F
FR
FR
FR
RAI
F
TYPE A1: 2' X 2' SUSPENDED
ACOUSTICAL PANEL
TYPE G1: GYPSUM BOARD CEILING
TYPE G2: GYPSUM BOARD CEILING
- MOISTURE RESISTANT
TYPE G3: 2-HR FIRE RATED CEILING
UL DESIGN NO. U415
EXIT SIGN
WALL MOUNTED SPRINKLER
WALL SCONCE (EXTERIOR & INTERIOR)
SURFACE MTD. LIGHT FIXTURE
TRACK LIGHTING
CEILING MOUNTED SPRINKLER
UNIT HEATER
CLG. MTD. / EXTERIOR SECURITY
CAMERA
CABINET UNIT HEATER
RADIANT HEATER
U.H.
C.U.H.
MOTION DETECTOR
R.H.
CO2 DETECTORS
SOFFIT DETAIL. REFER TO SHEET A2.13XX
REFLECTED CEILING PLAN LEGEND
X'-X"A CEILING TAG
RECESSED LIGHT FIXTURES
SUPPLY DIFFUSER - REF: MECH DWGS
RETURN VENT - REF: MECH DWGS
EXHAUST VENT - REF: MECH DWGS
OCCUPANCY SENSOR
SMOKE DETECTORSD
CEILING FLUSH MOUNTED SPEAKER
F FIRE ALARM SPEAKER / VISUAL SIGNAL
CEILING PHOTO SENSORPS
F CLG CEILING MOUNTED FIRE ALARM
SPEAKER / VISUAL SIGNAL
F FIRE ALARM VISUAL SIGNAL
OS
S
TYPE
HEIGHT
CEILING TYPES:
EMERGENCY LIGHT FIXTURE
EMERGENCY LIGHT FIXTURE
EXPOSED UPRIGHT SPRINKLER
ORIGIN - START OF SUSPENDED
ACOUSTICAL PANELDIM.DIM.TYPE A2: 2' X 2' SUSPENDED ACOUSTICAL PANEL
- MOISTURE RESISTANT
REFLECTED CEILING PLAN NOTES
1. REFER TO M.E.P / F.P. DRAWINGS FOR LOCATION OF LIGHT FIXTURES, SPRINKLER HEADS,
SUPPLIES, RETURNS AND ADDITIONAL CEILING INFORMATION.
2. ALL DIFFUSERS, SPRINKLER HEADS, ECT. AT ACT AREAS TO BE CENTERED ON TILE.
3. SUSPENDED ACT AT 9'-4" AFF UNLESS NOTED OTHERWISE (U.N.O.)
4. ALL GWB CEILINGS AND SOFFITS AT 9'-4" AFF (U.N.O.)
5. COORDINATE QUANTITY AND LOCATION OF LIGHT FIXTURES WITH ELECTRICAL DRAWINGS.
6. LIGHT FIXTURE SYMBOLS ON REFLECTED CEILING PLANS ARE DIAGRAMMATIC FOR REFERENCE
ONLY. REFER TO ELECTRICAL DRAWINGS FOR TYPE OF LIGHT FIXTURES. ELECTRICAL
CONTRACTOR IS RESPONSIBLE FOR QUANTITY OF LIGHT FIXTURES AS INDICATED ON THE
ELECTRICAL DRAWINGS.
7. FOR CEILING HEIGHTS AND TYPES, REFER TO REFLECTED CEILING PLAN DRAWINGS.
8. NO SUSPENDED LOADS SHALL BE SUPPORTED BY THE ROOF DECK. THIS INCLUDES PIPING,
DUCTWORK, MECHANICAL EQUIPMENT, STAGE RIGGING, CEILING, ETC. ALL STEEL FRAMING
MEMBERS PREFERABLY UTILIZING A SYSTEM OF UNISTRUTS, BEAM CLAMPS, AND THREADED
RODS. ALL ATTACHMENT DEVISES SHALL BE SUBMITTED FOR REVIEW AND ARE SUBJECT TO
APPROVAL OF THE DESIGNER.
9. COORDINATE QUANTITY AND LOCATION FOR EXIT SIGNS WITH ELECTRICAL DRAWINGS.
10. COORDINATE QUANTITY AND LOCATION OF SPRINKLERS WITH FIRE PROTECTION DRAWINGS.
ROOF PLAN GENERAL NOTES
1. REFER TO EQUIPMENT, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR
ADDITIONAL ROOF PENETRATIONS AND EQUIPMENT NOT SHOWN. ANY
DISCREPANCIES REGARDING LOCATION OF EQUIPMENT SHALL BE BROUGHT TO THE
ATTENTION OF THE ARCHITECT FOR RESOLUTION IN FIELD.
2. ROOF SLOPE = 1'-0" : 12'-0"
3. SEE GENERAL NOTES ON A012.
4. ALL GUTTERS TO PITCH TOWARDS DOWNSPOUTS AT A MINIMUM 1/16" PER FOOT
AND SUPPORTED AS PER METAL BUILDING MANUFACTURER.
5. ROOF PENETRATIONS TO BE CUT AND FLASHED BY METAL BUILDING MANUFACTURER.
6. PROVIDE ROOF FLASHING AT ALL PENETRATIONS INCLUDING BUT NOT LIMITED TO
VENT STACKS, FLUES, AND EXHAUST FANS. REVIEW PLUMBING, EQUIPMENT,
MECHANICAL, AND ELECTRICAL DRAWINGS FOR CONSTRUCTION NOT INDICATED ON
THIS DRAWING.
7. PROVIDE CRICKETS AT ALL ROOFTOP EQUIPMENT AND PENETRATIONS TO CREATE
ADEQUATE ROOF DRAINAGE.
8. SUPPLEMENTAL FRAMING AND CURBS FOR ALL ROOFTOP EQUIPMENT SHALL BE
PROVIDED AND INSTALLED BY THE METAL BUILDING MANUFACTURER.
9. ALL ROOF CURBS SHALL BE MANUFACTURED AND INSTALLED TO ALLOW THE
EQUIPMENT TO BE INSTALLED LEVEL ON THE CURBS.
2
A401
2
A401
3
A401
3
A401
8
8
9
9
10
10
8.2
8.2
11
11
12
12
13
13
A.1 A.1
A A
B.2
B.2
8.5
8.5
9.8
9.8
10.3
10.3
13.1
13.1
15
15
B.8 B.8
D D
C C
12.3
12.3
11.3
11.3
4
A402
4
A402
5
A402
5
A402
4
A302
4
A301
1
A301
3
A302
1:122:12 2:12
2:122:12
3
A301
SNOWGUARD,
TYP.
SNOWGUARD,
TYP.
A621
6
A621
6
RIDGERIDGE SNOWGUARD
, TYP
A621
6
SNOWGUARD, TYP.
A621
6
ROOF ACCESS
LADDER
A623
5
C.5 C.5
14
14
DS
DS
DSDS
DS
DS DS DSDS
DS
DS
DS
DS
DSDSDS
DS
B B
8.9
8.9 14.3
14.39.4
9.4
5
A612
RAKE
A621
12
HANDS FREE
FALL ARREST
SYSTEM, TYP
8
A621 RIDGE
SNOWGUARD
, TYP
A621
6
8
A621 RIDGEVALLEYA621
12
HANDS FREE
FALL ARREST
SYSTEM, TYP
A621
12
HANDS FREE
FALL ARREST
SYSTEM, TYP
A621
12
HANDS FREE
FALL ARREST
SYSTEM, TYP
A621
12
HANDS FREE
FALL ARREST
SYSTEM, TYP
A621
1EXHAUST
FAN
A621
1
EXHAUST
FAN
16" WIDE STANDING SEAM
METAL PANEL ROOF ASSEMBLY
BY MTL BLDG MANUF
16" WIDE STANDING SEAM
METAL PANEL ROOF ASSEMBLY
BY MTL BLDG MANUF
16" WIDE STANDING SEAM
METAL PANEL ROOF ASSEMBLY
BY MTL BLDG MANUF
A621
1
EXHAUST
FAN
A621
1
EXHAUST
FAN
A621
12
HANDS FREE
FALL ARREST
SYSTEM, TYP
A621
1
EXHAUST
FAN
5
A612
RAKE
A621
12
HANDS FREE
FALL ARREST
SYSTEM, TYP
A621
12
HANDS FREE
FALL ARREST
SYSTEM, TYP
A621
1
EXHAUST
FAN
A621
1EXHAUST
FAN
DS
8
A621 RIDGE
8
A621 RIDGE
6
A612
SOFFIT
4
A623
6
A612
SOFFIT
6
A612
SOFFIT
6
A612
SOFFIT
6
A612
SOFFIT
A621
3
GOOSENECK
A621
11
VS
A621
11
VS2:122:12COLLECTOR
BOX W/ DS
COLLECTOR
BOX W/ DS
EB
EB
EB
EB
EB
EB
A621
11
VS
SNOWGUARD,
TYP.
A621
6
SNOWGUARD,
TYP.
A621
6
SNOWGUARD, TYP.
A621
6
AC UNIT W/
SLEEPERS
A621
9
2
A401
2
A401
3
A401
3
A401
1
A401
ENTRY /
VESTIBULE
101
CONFERENCE
ROOM
102
DIRECTOR
OFFICE
103
OFFICE MGR
104
CEMETERY
OFFICE
105
TOWN
ENGINEER
106
HIGHWAY
SUPER.
107
GROUNDS
SUPER.
108
STOR.
109
FILE
STORAGE
110
FEMALE
TOILET
111
MALE
TOILET
112
TABLE AND
COT
STORAGE
113
TRAINING /
STORM
EVENT
ROOM
114
SMALL
ENGINE
REPAIR
SHOP
120
MOWER
REPAIR
SHOP
121
SHARED
GENERAL
WORKSHOP
122
FACILITIES
CARPENTRY
SHOP
123
SIGN SHOP
124
MUSTER
ROOM /
TRAINING
125
STORM
EVENT
OFFICE
126
ENTRY
VESTIBULE
127
PARKS
SUPERVISOR
OFFICE
128
KITCHEN
AREA
129
ENGINEERING
OPEN
OFFICE
131
ADMIN
AREA
132
COPY/ FILE/
MAIL AREA
133
PPE STOR
116
TEL/DATA
115
BDA CL.
130
JAN. CL
119
10' -0"A1
10' -0"A1
10' -0"A1
10' -0"A1
10' -0"A1
10' -0"A1
10' -0"A1
10' -0"A1
10' -0"A1
10' -0"A2
10' -0"G2
10' -0"G1
10' -0"A1
10' -0"A1
10' -0"G2
10' -0"A1
10' -0"A1
10' -0"A1
9' -0"G2
9' -0"G3
10' -0"A1
8
8
9
9
10
10
8.2
8.2
11
11
12
12
13
13
A.1 A.1
A A
B.2 B.2
8.5
8.5
9.8
9.8
10.3
10.3
13.1
13.1
15
15
B.8 B.8
D D
C C
12.3
12.3
11.3
11.3
4
A402
4
A402
5
A402
10' -0"A1
7' -4 3/4"G1
4
A302
4
A301
C.5 C.5
14
14
B B
8' -0"G2
8' -0"G2
7' -4 3/4"G1 9' -4"G2
9' -4"G2
9' -4"G2
9' -4"G2
9' -4"G2
9' -4"G2
9' -4"G29' -4"G2
10' -0"A2
10' -0"A1
10' -0"G2
8.9
8.9 14.3
14.39.4
9.4
MEN'S
LOCKER
ROOM
117
CORRIDOR
145
WOMEN'S
LOCKER
ROOM
118
8' -0"G2
3
A304 3
A305
8' -0"G2
10"
10' -0"A1
ALIGN
8"
7 15/16"4 3/8"4 7/16"4 7/16"1' - 0"9' -4"G2
7 15/16"
7 15/16"
7 15/16"
7 15/16"4 7/8"4 7/8"8' -0"G28' -0"G2 8' -0"G21' - 0"1' - 0"
4
A623
OPEN TO
CEILING ABOVE OPEN TO
CEILING ABOVE
OPEN TO
CEILING ABOVE
OPEN TO
CEILING ABOVE
OPEN TO
CEILING ABOVE
9' -4"G2
VAV ACCESS PANEL
- COORD ACTUAL
LOCATION W/ HVAC
FSB
VAV ACCESS PANEL
- COORD ACTUAL
LOCATION W/ HVAC
FSB
4A
FROM 10'-8" TO
UNDERSIDE
OF ROOF
4A
FROM 10'-8" TO
UNDERSIDE
OF ROOF
4A
FROM 10'-8" TO
UNDERSIDE
OF ROOF
4A
FROM 10'-4" TO
UNDERSIDE
OF ROOF
4A
FROM 10'-8" TO
UNDERSIDE
OF ROOF
4A
FROM 10'-8" TO
UNDERSIDE
OF ROOF
9' -4"G1
0' 4' 8'16'
SCALE: 1/8" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NORTH
EAST
WEST
SOUTH
CANOPY
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
LARGE SCALE
RCP & ROOF
PLANS - SHOPS &
EMPLOYEE
FACILITIES
A211
MF
BPM
DGT
2170117-E
CONFORMED
1/8" = 1'-0"1/ A1041PARTIAL ROOF PLAN - SHOPS & EMPLOYEE FACILITIES
1/8" = 1'-0"1/ A1032PARTIAL REFLECTED CEILING PLAN - SHOPS & EMPLOYEE FACILITIES
UP
F
F
F F F F
F F F
F
RAI
RAI
RAIFF FF
F
F
SMS
FR
FR FR FR
SMSDCDC DCDCSMS
10
FF
CO2
ROOF PLAN GENERAL NOTES
1. REFER TO EQUIPMENT, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR
ADDITIONAL ROOF PENETRATIONS AND EQUIPMENT NOT SHOWN. ANY
DISCREPANCIES REGARDING LOCATION OF EQUIPMENT SHALL BE BROUGHT TO THE
ATTENTION OF THE ARCHITECT FOR RESOLUTION IN FIELD.
2. ROOF SLOPE = 1'-0" : 12'-0"
3. SEE GENERAL NOTES ON A012.
4. ALL GUTTERS TO PITCH TOWARDS DOWNSPOUTS AT A MINIMUM 1/16" PER FOOT
AND SUPPORTED AS PER METAL BUILDING MANUFACTURER.
5. ROOF PENETRATIONS TO BE CUT AND FLASHED BY METAL BUILDING MANUFACTURER.
6. PROVIDE ROOF FLASHING AT ALL PENETRATIONS INCLUDING BUT NOT LIMITED TO
VENT STACKS, FLUES, AND EXHAUST FANS. REVIEW PLUMBING, EQUIPMENT,
MECHANICAL, AND ELECTRICAL DRAWINGS FOR CONSTRUCTION NOT INDICATED ON
THIS DRAWING.
7. PROVIDE CRICKETS AT ALL ROOFTOP EQUIPMENT AND PENETRATIONS TO CREATE
ADEQUATE ROOF DRAINAGE.
8. SUPPLEMENTAL FRAMING AND CURBS FOR ALL ROOFTOP EQUIPMENT SHALL BE
PROVIDED AND INSTALLED BY THE METAL BUILDING MANUFACTURER.
9. ALL ROOF CURBS SHALL BE MANUFACTURED AND INSTALLED TO ALLOW THE
EQUIPMENT TO BE INSTALLED LEVEL ON THE CURBS.
4
A401
2
A401
3
A401
86 9 108.2 11 12 138.5 9.8 10.3 13.1
D D
12.311.3
1
A402
G G
H H
I.1 I.1
F F
E E
I I
SNOWGUARD, TYP.
ROOF
ACCESS
LADDER
ROOF
ACCESS
HATCH
A621
6
A623
52:122:122:122:122:122:12RIDGERIDGE
2:12
2:12
RIDGEVALLEYVALLEYROOF
ACCESS
LADDER
A623
5
2:123:123
:12ROOF
ACCESS
LADDERA623
5
SNOWGUARD, TYP.
A621
6
SNOWGUARD,
TYP.
A621
6
7
DS
DSDS
DSDSDSDSDS
DS DS DS DS DS
DS
6.5
A623
3
8.9 9.47.3
GRAVITY
VENTILATOR
A621
4
16" WIDE STANDING SEAM
METAL PANEL ROOF ASSEMBLY
BY MTL BLDG MANUF
HANDS FREE
FALL ARREST
SYSTEM, TYP
A621
4
HANDS FREE
FALL ARREST
SYSTEM, TYP
A621
4
HANDS FREE
FALL ARREST
SYSTEM, TYP
A621
4
HANDS FREE
FALL ARREST
SYSTEM, TYP
A621
42
A622
RAKE,
OPP HAND
2
A622
RAKE
8
A621
RIDGE
8
A621
RIDGE
GRAVITY
VENTILATOR
A621
4
HANDS FREE
FALL ARREST
SYSTEM, TYP
A621
4
HANDS FREE
FALL ARREST
SYSTEM, TYP
A621
4
A621
4 HANDS FREE
FALL ARREST
SYSTEM, TYP
SNOWGUARD,
TYP.
A621
6
7
A622
GUTTER
EDGE 7
A622
GUTTER
EDGE
7
A622
GUTTER
EDGE
7
A622
GUTTER
EDGE
7
A622
GUTTER
EDGE
7
A622
GUTTER
EDGE
HANDS FREE
FALL ARREST
SYSTEM, TYP
A621
4
HANDS FREE
FALL ARREST
SYSTEM, TYP
A621
4
HANDS FREE
FALL ARREST
SYSTEM, TYP
A621
4
HANDS FREE
FALL ARREST
SYSTEM, TYP
A621
4
6.3
EB
EBEB
EB
EB
SNOWGUARD,
TYP.
A621
6
VS
A621
6
VS
A621
6
VS
VS
8
A621
GOOSENECK
A621
3
STANDING SEAM MTL
ROOF CRICKET
-PITCHED AWAY
FROM VEHICLE MAINT
4
A401
4
A401
2
A401
2
A401
3
A401
3
A401
86 9 108.2 11 12 138.5 9.8 10.3 13.1
D D
1
A402
1
A402
G G
H H
I.1 I.1
F F
E E
I I
6.5
MECHANICAL
ROOM
134
ELECTRICAL
ROOM
135
VEHICLE
AND
EQUIPMENT
STORAGE
136
8.9 9.4
6.3
6.3
TYPE A1: 2' X 2' SUSPENDED
ACOUSTICAL PANEL
TYPE G1: GYPSUM BOARD CEILING
TYPE G2: GYPSUM BOARD CEILING
- MOISTURE RESISTANT
TYPE G3: 2-HR FIRE RATED CEILING
UL DESIGN NO. U415
EXIT SIGN
WALL MOUNTED SPRINKLER
WALL SCONCE (EXTERIOR & INTERIOR)
SURFACE MTD. LIGHT FIXTURE
TRACK LIGHTING
CEILING MOUNTED SPRINKLER
UNIT HEATER
CLG. MTD. / EXTERIOR SECURITY
CAMERA
CABINET UNIT HEATER
RADIANT HEATER
U.H.
C.U.H.
MOTION DETECTOR
R.H.
CO2 DETECTORS
SOFFIT DETAIL. REFER TO SHEET A2.13XX
REFLECTED CEILING PLAN LEGEND
X'-X"A CEILING TAG
RECESSED LIGHT FIXTURES
SUPPLY DIFFUSER - REF: MECH DWGS
RETURN VENT - REF: MECH DWGS
EXHAUST VENT - REF: MECH DWGS
OCCUPANCY SENSOR
SMOKE DETECTORSD
CEILING FLUSH MOUNTED SPEAKER
F FIRE ALARM SPEAKER / VISUAL SIGNAL
CEILING PHOTO SENSORPS
F CLG CEILING MOUNTED FIRE ALARM
SPEAKER / VISUAL SIGNAL
F FIRE ALARM VISUAL SIGNAL
OS
S
TYPE
HEIGHT
CEILING TYPES:
EMERGENCY LIGHT FIXTURE
EMERGENCY LIGHT FIXTURE
EXPOSED UPRIGHT SPRINKLER
ORIGIN - START OF SUSPENDED
ACOUSTICAL PANELDIM.DIM.TYPE A2: 2' X 2' SUSPENDED ACOUSTICAL PANEL
- MOISTURE RESISTANT
REFLECTED CEILING PLAN NOTES
1. REFER TO M.E.P / F.P. DRAWINGS FOR LOCATION OF LIGHT FIXTURES, SPRINKLER HEADS,
SUPPLIES, RETURNS AND ADDITIONAL CEILING INFORMATION.
2. ALL DIFFUSERS, SPRINKLER HEADS, ECT. AT ACT AREAS TO BE CENTERED ON TILE.
3. SUSPENDED ACT AT 9'-4" AFF UNLESS NOTED OTHERWISE (U.N.O.)
4. ALL GWB CEILINGS AND SOFFITS AT 9'-4" AFF (U.N.O.)
5. COORDINATE QUANTITY AND LOCATION OF LIGHT FIXTURES WITH ELECTRICAL DRAWINGS.
6. LIGHT FIXTURE SYMBOLS ON REFLECTED CEILING PLANS ARE DIAGRAMMATIC FOR REFERENCE
ONLY. REFER TO ELECTRICAL DRAWINGS FOR TYPE OF LIGHT FIXTURES. ELECTRICAL
CONTRACTOR IS RESPONSIBLE FOR QUANTITY OF LIGHT FIXTURES AS INDICATED ON THE
ELECTRICAL DRAWINGS.
7. FOR CEILING HEIGHTS AND TYPES, REFER TO REFLECTED CEILING PLAN DRAWINGS.
8. NO SUSPENDED LOADS SHALL BE SUPPORTED BY THE ROOF DECK. THIS INCLUDES PIPING,
DUCTWORK, MECHANICAL EQUIPMENT, STAGE RIGGING, CEILING, ETC. ALL STEEL FRAMING
MEMBERS PREFERABLY UTILIZING A SYSTEM OF UNISTRUTS, BEAM CLAMPS, AND THREADED
RODS. ALL ATTACHMENT DEVISES SHALL BE SUBMITTED FOR REVIEW AND ARE SUBJECT TO
APPROVAL OF THE DESIGNER.
9. COORDINATE QUANTITY AND LOCATION FOR EXIT SIGNS WITH ELECTRICAL DRAWINGS.
10. COORDINATE QUANTITY AND LOCATION OF SPRINKLERS WITH FIRE PROTECTION DRAWINGS.
0' 4' 8'16'
SCALE: 1/8" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NORTH
EAST
WEST
SOUTH
CANOPY
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
LARGE SCALE
RCP & ROOF PLAN
- VEHICLE
STORAGE
A212
MF
BPM
DGT
2170117-E
CONFORMED
1/8" = 1'-0"1/ A1041PARTIAL ROOF PLAN - VEHICLE STORAGE
1/8" = 1'-0"1/ A1032OVERALL REFLECTED CEILING PLAN - VEHICLE STORAGE
CO2S
F
F
F F
F
F
F
F
FFF
F
F
FR
FR
DC DCDCDCDCDC
REFLECTED CEILING PLAN NOTES
1. REFER TO M.E.P / F.P. DRAWINGS FOR LOCATION OF LIGHT FIXTURES, SPRINKLER HEADS,
SUPPLIES, RETURNS AND ADDITIONAL CEILING INFORMATION.
2. ALL DIFFUSERS, SPRINKLER HEADS, ECT. AT ACT AREAS TO BE CENTERED ON TILE.
3. SUSPENDED ACT AT 9'-4" AFF UNLESS NOTED OTHERWISE (U.N.O.)
4. ALL GWB CEILINGS AND SOFFITS AT 9'-4" AFF (U.N.O.)
5. COORDINATE QUANTITY AND LOCATION OF LIGHT FIXTURES WITH ELECTRICAL DRAWINGS.
6. LIGHT FIXTURE SYMBOLS ON REFLECTED CEILING PLANS ARE DIAGRAMMATIC FOR REFERENCE
ONLY. REFER TO ELECTRICAL DRAWINGS FOR TYPE OF LIGHT FIXTURES. ELECTRICAL
CONTRACTOR IS RESPONSIBLE FOR QUANTITY OF LIGHT FIXTURES AS INDICATED ON THE
ELECTRICAL DRAWINGS.
7. FOR CEILING HEIGHTS AND TYPES, REFER TO REFLECTED CEILING PLAN DRAWINGS.
8. NO SUSPENDED LOADS SHALL BE SUPPORTED BY THE ROOF DECK. THIS INCLUDES PIPING,
DUCTWORK, MECHANICAL EQUIPMENT, STAGE RIGGING, CEILING, ETC. ALL STEEL FRAMING
MEMBERS PREFERABLY UTILIZING A SYSTEM OF UNISTRUTS, BEAM CLAMPS, AND THREADED
RODS. ALL ATTACHMENT DEVISES SHALL BE SUBMITTED FOR REVIEW AND ARE SUBJECT TO
APPROVAL OF THE DESIGNER.
9. COORDINATE QUANTITY AND LOCATION FOR EXIT SIGNS WITH ELECTRICAL DRAWINGS.
10. COORDINATE QUANTITY AND LOCATION OF SPRINKLERS WITH FIRE PROTECTION DRAWINGS.
TYPE A1: 2' X 2' SUSPENDED
ACOUSTICAL PANEL
TYPE G1: GYPSUM BOARD CEILING
TYPE G2: GYPSUM BOARD CEILING
- MOISTURE RESISTANT
TYPE G3: 2-HR FIRE RATED CEILING
UL DESIGN NO. U415
EXIT SIGN
WALL MOUNTED SPRINKLER
WALL SCONCE (EXTERIOR & INTERIOR)
SURFACE MTD. LIGHT FIXTURE
TRACK LIGHTING
CEILING MOUNTED SPRINKLER
UNIT HEATER
CLG. MTD. / EXTERIOR SECURITY
CAMERA
CABINET UNIT HEATER
RADIANT HEATER
U.H.
C.U.H.
MOTION DETECTOR
R.H.
CO2 DETECTORS
SOFFIT DETAIL. REFER TO SHEET A2.13XX
REFLECTED CEILING PLAN LEGEND
X'-X"A CEILING TAG
RECESSED LIGHT FIXTURES
SUPPLY DIFFUSER - REF: MECH DWGS
RETURN VENT - REF: MECH DWGS
EXHAUST VENT - REF: MECH DWGS
OCCUPANCY SENSOR
SMOKE DETECTORSD
CEILING FLUSH MOUNTED SPEAKER
F FIRE ALARM SPEAKER / VISUAL SIGNAL
CEILING PHOTO SENSORPS
F CLG CEILING MOUNTED FIRE ALARM
SPEAKER / VISUAL SIGNAL
F FIRE ALARM VISUAL SIGNAL
OS
S
TYPE
HEIGHT
CEILING TYPES:
EMERGENCY LIGHT FIXTURE
EMERGENCY LIGHT FIXTURE
EXPOSED UPRIGHT SPRINKLER
ORIGIN - START OF SUSPENDED
ACOUSTICAL PANELDIM.DIM.TYPE A2: 2' X 2' SUSPENDED ACOUSTICAL PANEL
- MOISTURE RESISTANT
ROOF PLAN GENERAL NOTES
1. REFER TO EQUIPMENT, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR
ADDITIONAL ROOF PENETRATIONS AND EQUIPMENT NOT SHOWN. ANY
DISCREPANCIES REGARDING LOCATION OF EQUIPMENT SHALL BE BROUGHT TO THE
ATTENTION OF THE ARCHITECT FOR RESOLUTION IN FIELD.
2. ROOF SLOPE = 1'-0" : 12'-0"
3. SEE GENERAL NOTES ON A012.
4. ALL GUTTERS TO PITCH TOWARDS DOWNSPOUTS AT A MINIMUM 1/16" PER FOOT
AND SUPPORTED AS PER METAL BUILDING MANUFACTURER.
5. ROOF PENETRATIONS TO BE CUT AND FLASHED BY METAL BUILDING MANUFACTURER.
6. PROVIDE ROOF FLASHING AT ALL PENETRATIONS INCLUDING BUT NOT LIMITED TO
VENT STACKS, FLUES, AND EXHAUST FANS. REVIEW PLUMBING, EQUIPMENT,
MECHANICAL, AND ELECTRICAL DRAWINGS FOR CONSTRUCTION NOT INDICATED ON
THIS DRAWING.
7. PROVIDE CRICKETS AT ALL ROOFTOP EQUIPMENT AND PENETRATIONS TO CREATE
ADEQUATE ROOF DRAINAGE.
8. SUPPLEMENTAL FRAMING AND CURBS FOR ALL ROOFTOP EQUIPMENT SHALL BE
PROVIDED AND INSTALLED BY THE METAL BUILDING MANUFACTURER.
9. ALL ROOF CURBS SHALL BE MANUFACTURED AND INSTALLED TO ALLOW THE
EQUIPMENT TO BE INSTALLED LEVEL ON THE CURBS.
4
A401
4
A401
2
A402
2
A402
3
A402
3
A402
1
1
2
2
3
3
4
4
5
5
8
8
6
6
8.2
8.2
I.1 I.1
J J
K K
L L
I I
2:122:122:122:12SNOWGUARD, TYP.
A621
6
SNOWGUARD, TYP.
A621
6
A623
5 ROOF
ACCESS
LADDER
RIDGE
DS DS DS DS
DS DS DS DS DS
6.5
6.5
J.5J.5 2:122:12A621
12
HANDS FREE
FALL ARREST
SYSTEM, TYP
DS DS
DS
A621
1
EXHAUST
FAN
A621
1
EXHAUST
FAN
A621
12
HANDS FREE
FALL ARREST
SYSTEM, TYP
A621
12
HANDS FREE
FALL ARREST
SYSTEM, TYP
A621
12
HANDS FREE
FALL ARREST
SYSTEM, TYP
A621
5
FLUE /
HOT STACK
A621
4
GRAVITY
VENTILATOR
8
A621
RIDGE
RIDGE
8
A621
RIDGE
7
A622
16" WIDE STANDING SEAM
METAL PANEL ROOF ASSEMBLY
BY MTL BLDG MANUF
16" WIDE STANDING SEAM
METAL PANEL ROOF ASSEMBLY
BY MTL BLDG MANUF
GUTTER
EDGE 7
A622
GUTTER
EDGE 7
A622
GUTTER
EDGE
SNOWGUARD, TYP.
A621
6
SNOWGUARD, TYP.
A621
6
A621
1
EXHAUST
FAN
A621
12
HANDS FREE
FALL ARREST
SYSTEM, TYP
A621
12
HANDS FREE
FALL ARREST
SYSTEM, TYP2
A622
RAKE,
OPP HAND
2
A622
RAKE,
OPP HAND
7
A622 GUTTER
EDGE
A621
3
GOOSENECK
A621
3
GOOSENECK
A621
3
GOOSENECK
6.3
6.3
EB EB EB EB EB EB EB EB
EB
EBEBEBEBEBEBEB
A621
11
VS
A621
3GOOSENECK
A621
11
VS
A621
11
VS
A621
11
VS
VS
VS
AIR
CONDITIONER
ON SLEEPERS
A621
9
A621
11
VS
4
A401
4
A401
2
A402
2
A402
3
A402
3
A402
1
1
2
2
3
3
4
4
5
5
8
8
6
6
I.1 I.1
J J
K K
L L
I I
PARTS
ROOM
137
MECHANICS
OFFICE
140
DPW
VEHICLE
MAINTENANCE
141
WASH
EQUIP
143
POLICE
DEPARTMENT
VEHICLE
MAINTENANCE
142
WASH BAY
144
FLUIDS
ROOM
138
9' -0"A2
6.5
6.5
9' -0"A1
J.5J.5
TOILET
139
10' -0"G3
6.3
6.3
PVC PLASTIC PANELING
CEILING ASSEMBLY
MIN6"B.O. CEILING ELEV
SEE FLOOR PLANS
FOR WALL TYPES
B.O. SOFFIT ELEV .
SEE CEILING PLAN
SERIES FOR HEIGHTS
& TYPES
SUSPENDED
ACOUSTICAL PANEL
PURLINS BY METAL
BLDG MANUF
5/8" GYP BD. ON MTL. STUDS
AT16" O.C. ANCHORED TO
STRUCT ABOVE, BRACE AS
REQUIRED
-TYPICAL, UNLESS NOTED
OTHERWISE (UNO)VARIES
SEE CEILING PLAN
SERIES FOR HEIGHTS
& TYPES
3 5/8" MTL STUDS
5/8" GYP BD. ON MTL.
STUDS AT 16" O.C.
ANCHORED TO STRUCT.
ABOVE, BRACE AS
REQUIRED. (TYP. U.N.O.)
B.O. CEILING ELEV .
B.O. SOFFIT ELEV .MIN.6"B.O. CEILING ELEV .
SUSPENDED
ACOUSTICAL PANEL
BRACE AS REQUIRED
MAX 4'-0" O.C. (TYP. U.N.O.)
FRAMING BY METAL
BLDG MANUF
7 1/4"
SEE CEILING PLAN
SERIES FOR HEIGHTS
& TYPES
SEE CEILING PLAN
SERIES FOR HEIGHTS
& TYPES
SEE CEILING PLAN SERIES
FOR HEIGHTS & TYPES
6" MTL. STUDS
B.O. SOFFIT ELEV .MIN6"B.O. CEILING ELEV .
SUSPENDED
ACOUSTICAL PANEL
B.O. CEILING ELEV
5/8" GYP BD ON 2x NOMINAL
STUDS at 16" O.C. ANCHORED
TO STRUCT ABOVE, BRACE
AS REQ'D
- TYPICAL, U.N.O.
5/8" GYP BD ON MTL
STUDS AT 16" O.C.
ANCHORED TO STRUCT
ABOVE, BRACE AS
REQUIRED
- TYPICAL, U.N.O.
BRACE AS REQUIRED
- TYPICAL, U.N.O.
STRUCTURAL DECK
SEE CEILING PLAN SERIES
FOR HEIGHTS & TYPES
7 1/4"
SEE CEILING PLAN SERIES
FOR HEIGHTS & TYPES
SEE CEILING PLAN SERIES
FOR HEIGHTS & TYPES
6" MTL STUDS
3 5/8" MTL STUDS B.O. CEILING ELEV .
SEE FLOOR PLANS
FOR WALL TYPES
B.O. SOFFIT ELEV .
PURLINS BY METAL
BLDG MANUF
5/8" GYP BD. ON MTL.
STUDS AT 16" O.C.
ANCHORED TO STRUCT.
ABOVE, BRACE AS
REQUIRED.(TYP. U.N.O.)VARIES
SEE CEILING PLAN
SERIES FOR HEIGHTS
& TYPES
SEE CEILING PLAN
SERIES FOR HEIGHTS
& TYPES
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NORTH
EAST
WEST
SOUTH
CANOPY
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
LARGE SCALE
RCP & ROOF
PLANS - VEHICLE
MAINTENANCE
A213
MF
BPM
DGT
2170117-E
CONFORMED
1/8" = 1'-0"1/ A1041PARTIAL ROOF PLAN - VEHICLE MAINTENANCE
1/8" = 1'-0"1/ A1032PARTIAL REFLECTED CEILING PLAN - VEHICLE MAINTENANCE
1" = 1'-0"3 SOFFIT DETAIL
1" = 1'-0"4 SOFFIT DETAIL
1" = 1'-0"5 SOFFIT DETAIL
1" = 1'-0"26/ A7016SOFFIT DETAIL
WALL PANEL TYPES LEGEND:
CMU VENEER LEGEND:
CONTROL JOINT LOCATION
- REFER TO DETAILS 8 & 9 / A632
CJ
EXTENTS OF WALL PANEL - WP-1,
INSULATED WALL PANELS
TYPE 1 - STANDARD GROUND FACE MASONRY
BLOCK: 8" X 16"
MINERAL FIBER CEMENT LAP SIDING
WITH 5" EXPOSURE
MINERAL FIBER CEMENT SHINGLE
WALL PANEL SIDING
MINERAL FIBER CEMENT SMOOTH
WALL PANEL SIDING
MINERAL FIBER CEMENT LAP SIDING
WITH 8" EXPOSURE
ADMIN FLOOR
0' -0"
CANOPY EAVE
18' -0"
1
A401
2
A402
ADMIN EAVE
15' -4"
SHOPS EAVE
23' -0"
MEZZANINE
13' -0"
VEHICLE
STORAGE FLOOR
-1' -0"
VEHICLE MAINT
EAVE
29' -0"
A.1 AB.2B.8DC
TP4
136A 134B
SF3 SF3 SF3 SF3 SF3 SF5
138B
FINISH GRADE
CMU VENEER
WALL ASSEMBLY
SNOWGUARD, TYP.4' - 4"FINISH GRADE
VERTICAL METAL
PANEL WALL
ASSEMBLY
ROOF ACCESS LADDER
2:12
2:122:12 ROOF ACCESS
LADDER
A623
5
EXTERIOR WALL ASSEMBLY TYPE 1 EXTERIOR WALL ASSEMBLY TYPE 1 EXTERIOR WALL ASSEMBLY TYPE 2
1
A402
GHI.1J F EKL
2:12
4' - 4"TYP
3' - 0"
CMU VENEER
WALL ASSEMBLY
5
A402
I
ROOF ACCESS
HATCH
136B
C.5
DS DS
DS DS
DS DS DS DS
B
A623
3
A623
5
4' - 6"J.5
VEHICLE
MAINTENANCE
MEZZANINE
11' -0"
CJCJ CJ CJ
CJ CJ CJ CJ
STANDING SEAM
METAL ROOF
ASSEMBLY
MINERAL FIBER
CEMENT LAP SIDING
WITH 8" EXPOSURE
1X8 PVC
CORNER TRIM
1X8 PVC TRIM
1X8 PVC TRIM
12" TALL CAST ALUM FD
BUILDING IDENTIFICATION
A301
5SIM
GENERATOR
- SEE ELEC DWGS
HVAC EQUIP
- SEE HVAC DWGS
A931
2
ADMIN FLOOR
0' -0"
CANOPY EAVE
18' -0"
2
A401
3
A401
ADMIN EAVE
15' -4"
SHOPS EAVE
23' -0"
MEZZANINE
13' -0"
VEHICLE
STORAGE FLOOR
-1' -0"
VEHICLE MAINT
EAVE
29' -0"
910111213 8.59.810.3
13.115
MATCHLINE2/A30112.3 11.3
SNOWGUARDS, TYP.
CMU VENEER
WALL ASSEMBLY
STANDING SEAM METAL
ROOF ASSEMBLY
ALUM GUTTER AND
DOWNSPOUT
FINISH GRADE
SF5 SF3 SF5 SF2 SF2
SNOWGUARDS,
TYP.
STANDING SEAM
METAL ROOF
ASSEMBLY
ROOF ACCESS
LADDER
CMU VENEER
WALL ASSEMBLY
A623
5
VERTICAL METAL PANEL
WALL ASSEMBLY
2:122:12
2:122:12
EXTERIOR WALL ASSEMBLY TYPE 2
4
A402
SF4SF4SF4
SF1 SF1 SF1
TOWN SEAL,
SEE A931 FOR
DETAILS
EXTERIOR WALL ASSEMBLY TYPE 3
127
CAST ALUMINUM LETTERING,
SEE A931 FOR DETAILS
125A
14
DS DS DS DS
DS DS DS
ALUM DOWNSPOUT
AND GUTTER
1x8 PVC TRIM
1X8 PVC TRIM
8.9
14.3
9.4
VEHICLE
MAINTENANCE
MEZZANINE
11' -0"
CJ
SF3 SF3
DSCJCJ CJ CJ CJ
EXTERIOR WALL ASSEMBLY TYPE 2
MINERAL FIBER
CEMENT SHINGLE
WALL PANEL SIDING
1X8 PVC CORNER TRIM
MINERAL FIBER CEMENT LAP
SIDING WITH 6" EXPOSURE
MINERAL FIBER CEMENT SMOOTH
WALL PANEL SIDING
MINERAL FIBER CEMENT LAP
SIDING WITH 8" EXPOSURE
MINERAL FIBER
CEMENT SHINGLE
WALL PANEL SIDING
1X8 PVC CORNER TRIM
1X8 PVC TRIM
A303
A
A301
5
A931
1
ADMIN FLOOR
0' -0"
CANOPY EAVE
18' -0"
4
A401
3
A402
ADMIN EAVE
15' -4"
SHOPS EAVE
23' -0"
MEZZANINE
13' -0"
VEHICLE
STORAGE FLOOR
-1' -0"
VEHICLE MAINT
EAVE
29' -0"
12345868.2
MATCHLINE1/A301141F 141G 142C 142B
144D
FINISH GRADE
CMU VENEER WALL
ASSEMBLY
VERTICAL METAL
PANEL WALL
ASSEMBLY
ALUM GUTTER AND
DOWNSPOUT
STANDING SEAM METAL
ROOF ASSEMBLY
SNOWGUARD,
TYP.
WASH BAY
EXTERIOR WALL ASSEMBLY TYPE 4
TP3
4' - 6"TP6
A931
2
A931
2
A931
2
A931
2
4' - 6"7
DS DSDSDSDSDS
6.57.3
VEHICLE
MAINTENANCE
MEZZANINE
11' -0"
CJ CJ CJ
EXTERIOR WALL ASSEMBLY TYPE 1
GALVANIZED CATWALK ASSEMBLY
-SEE A721 FOR ADDITIONAL INFO
6.3
ADMIN FLOOR
0' -0"
CANOPY EAVE
18' -0"
ADMIN EAVE
15' -4"
SHOPS EAVE
23' -0"
MEZZANINE
13' -0"
VEHICLE
STORAGE FLOOR
-1' -0"
A.1 AB.2
5
A402
STANDING SEAM METAL
ROOF ASSEMBLY
CMU VENEER
WALL ASSEMBLY
SNOWGUARD, TYP.
EXTERIOR WALL ASSEMBLY TYPE 3
B
SF1 SF1 SF1
VEHICLE
MAINTENANCE
MEZZANINE
11' -0"
CJ
MINERAL FIBER
CEMENT SMOOTH
WALL PANEL SIDING
MINERAL FIBER
CEMENT LAP SIDING
WITH 8" EXPOSURE
1X8 PVC CORNER TRIM
1X8 PVC TRIM
1X8 PVC TRIM
APPLICABILITY:
• CHARACTER HEIGHT -4" MINIMUM W/ 1/2" STROKE MINIMUM
• COLOR -EASILY IDENFTIFIABLE COLOR, CONTRASTING WITH BACKGROUND
ADDRESS IDENTIFICATION SIGNAGE:
507 4"IFC 505.1
• VERIFY SPECIFIC REQUIREMENTS WITH LOCAL FIRE CODE OFFICIAL
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
BUILDING
ELEVATIONS I
A301
MF
BPM
DGT
2170117-E
CONFORMED
1/8" = 1'-0"1/ A1013NORTH EXTERIOR ELEVATION
1/8" = 1'-0"1/ A1011PARTIAL BUILDING ELEVATION - WEST "A"
1/8" = 1'-0"1/ A1012PARTIAL BUILDING ELEVATION - WEST "B"
1/8" = 1'-0"1/ A1014PARTIAL NORTH ELEVATION - SHOP
1 1/2" = 1'-0"1/ A3015EXTERIOR SIGNAGE - ADDRESS
ADMIN FLOOR
0' -0"
CANOPY EAVE
18' -0"
4
A401
3
A402
ADMIN EAVE
15' -4"
SHOPS EAVE
23' -0"
MEZZANINE
13' -0"
VEHICLE
STORAGE FLOOR
-1' -0"
VEHICLE MAINT
EAVE
29' -0"
1 2 3 4 5 86 8.2
MATCHLINE2/A302141B141C141D141E
144B
142A
STANDING SEAM METAL
ROOF ASSEMBLY SNOWGUARD, TYP.
VERTICAL METAL
PANEL WALL
ASSEMBLY
CMU VENEER WALL
ASSEMBLY
FINISH GRADE
WASH BAY
EXTERIOR WALL ASSEMBLY TYPE 4 EXTERIOR WALL ASSEMBLY TYPE 1
TP3
4' - 6"A931
2
A931
2
A931
2
A931
2 A931
2
ALUM GUTTER AND
DOWNSPOUT
4' - 6"TP6
76.5
DSDSDS DS DS DS
7.3
VEHICLE
MAINTENANCE
MEZZANINE
11' -0"
DS CJ CJ
GALV CATWALK
ASSEMBLY
-SEE A721 FOR
ADDITIONAL INFO SF6
6.3
WALL PANEL TYPES LEGEND:
CMU VENEER LEGEND:
CONTROL JOINT LOCATION
- REFER TO DETAILS 8 & 9 / A632
CJ
EXTENTS OF WALL PANEL - WP-1,
INSULATED WALL PANELS
TYPE 1 - STANDARD GROUND FACE MASONRY
BLOCK: 8" X 16"
MINERAL FIBER CEMENT LAP SIDING
WITH 5" EXPOSURE
MINERAL FIBER CEMENT SHINGLE
WALL PANEL SIDING
MINERAL FIBER CEMENT SMOOTH
WALL PANEL SIDING
MINERAL FIBER CEMENT LAP SIDING
WITH 8" EXPOSURE
ADMIN FLOOR
0' -0"
CANOPY EAVE
18' -0"
2
A401
3
A401
ADMIN EAVE
15' -4"
SHOPS EAVE
23' -0"
MEZZANINE
13' -0"
VEHICLE
STORAGE FLOOR
-1' -0"
VEHICLE MAINT
EAVE
29' -0"
8 9 108.2 11 12 138.5 9.8 10.3 13.1 15
MATCHLINE1/A30212.311.3
3' - 4"SF3 SF3
CMU VENEER WALL
ASSEMBLY
FINISH GRADE
SNOWGUARD, TYP.
ROOF ACCESS
LADDER
STANDING SEAM METAL
ROOF ASSEMBLY
4
A402
A623
5ROOF ACCESS
HATCH
14
EXTERIOR WALL ASSEMBLY TYPE 1 EXTERIOR WALL ASSEMBLY TYPE 2
OPEN CANOPY
A623
3
8.9 14.39.4
VEHICLE
MAINTENANCE
MEZZANINE
11' -0"
CJCJ
CJCJCJCJDSDSDSDSDSDS DS
STANDING SEAM METAL
ROOF ASSEMBLY
1X8 PVC TRIM
MINERAL FIBER
CEMENT SHINGLE
WALL PANEL SIDING
1X8 PVC CORNER TRIM
MINERAL FIBER CEMENT LAP
SIDING WITH 6" EXPOSURE
136E
CONCRETE PIERS TO HAVE
SMOOTH FORMED FINISH, CLASS A
- TYP ALL CANOPY PIERS
CONCRETE PIERS TO HAVE
SMOOTH FORMED FINISH, CLASS A
- TYP ALL CANOPY PIERS
ADMIN FLOOR
0' -0"
CANOPY EAVE
18' -0"
1
A401
2
A402
ADMIN EAVE
15' -4"
SHOPS EAVE
23' -0"
MEZZANINE
13' -0"
VEHICLE
STORAGE FLOOR
-1' -0"
VEHICLE MAINT
EAVE
29' -0"
A.1A B.2 B.8 DC
2:12 2:12
2:122:12
TP2 TP1
122B 121B123A
136C 131 132
4' - 4"SNOWGUARD, TYP.
STANDING SEAM METAL
ROOF ASSEMBLY
ALUM GUTTER AND
DOWNSPOUT
FINISH GRADE
CMU VENEER WALL
ASSEMBLY
VERTICAL METAL
PANEL WALL
ASSEMBLY
TP5
FIBER CEMENT
WALL ASSEMBLY
1
A402
G H I.1 JFE K L
5
A402
I
122C123C 121C
CMU VENEER
WALL ASSEMBLY
3' - 4"ROOF ACCESS
LADDER
3' - 6"ALUM GUTTER
AND DOWNSPOUT
3' - 6"TP2
3' - 6"136D4' - 6"TP4
A931
2
1' - 4"A931
3
A931
3
A931
3
C.5
DS DS DS DS
B J.5
VEHICLE
MAINTENANCE
MEZZANINE
11' -0"
CJ CJ
A721
3 GALVANIZED CATWALK ASSEMBLY
-SEE DWG A721 FOR ADDITIONAL INFO
CJ CJ CJ
WASH BAY
EXTERIOR WALL ASSEMBLY TYPE 4
ADMIN FLOOR
0' -0"
ADMIN EAVE
15' -4"
MEZZANINE
13' -0"
VEHICLE
STORAGE FLOOR
-1' -0"
A.1A B.2
CANOPY
ALUM GUTTER
AND DOWNSPOUT
SNOWGUARD,
TYP.
STANDING SEAM METAL
ROOF ASSEMBLY
CMU VENEER
WALL ASSEMBLY
B
SF5
VEHICLE
MAINTENANCE
MEZZANINE
11' -0"
EXTERIOR WALL ASSEMBLY TYPE 2
101A
FINISH GRADE
1X8 PVC TRIM
1X8 PVC CORNER TRIM
A303
D
4
A623
0' 4' 8'16'
SCALE: 1/8" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
BUILDING
ELEVATIONS II
A302
MF
BPM
DGT
2170117-E
CONFORMED
1/8" = 1'-0"1/ A1011PARTIAL BUILDING ELEVATION - EAST "A"
1/8" = 1'-0"1/ A1012PARTIAL BUILDING ELEVATION - EAST "B"
1/8" = 1'-0"1/ A1013SOUTH EXTERIOR ELEVATION
1/8" = 1'-0"1/ A1014PARTIAL SOUTH ELEVATION - ADMIN
STANDING SEAM METAL
ROOF ASSEMBLY
SNOW GUARDS TYP.
HANDS FREE FALL
ARREST SYSTEM
-TYPICAL
CMU VENEER
WALL ASSEMBLY
MINERAL FIBER CEMENT LAP
SIDING WITH 8" EXPOSURE
MINERAL FIBER
CEMENT SHINGLE
WALL PANEL SIDING
1X8 PVC TRIM
1X8 PVC TRIM
CAST ALUMINUM LETTERING
-SEE A931 FOR DETAILS
1X8 PVC TRIM
1X8 PVC TRIM
1x12 PVC RAKE
BOARD
3' - 4" 7 1/4" 5' - 4 3/4"7 1/4"4' - 0 3/4" 7 1/4" 7' - 0 3/4"7 1/4"MINERAL FIBER CEMENT LAP
SIDING WITH 8" EXPOSURE
MINERAL FIBER CEMENT LAP
SIDING WITH 8" EXPOSURE
1X8 PVC TRIM
CJ
FINISH GRADE
-VARIES3' - 4"6' - 0"7 1/4"1' - 9 1/4"3 1/2"2' - 0" 7 1/4" 3' - 1 1/4"3 1/2"3' - 8"7 1/4"SF1
SF4 2' - 8"MINERAL FIBER
CEMENT SMOOTH
WALL PANEL SIDING
MINERAL FIBER
CEMENT SMOOTH
WALL PANEL SIDING
1X8 PVC
TRIM
MINERAL FIBER
CEMENT SHINGLE
WALL PANEL SIDING
1x12 PVC RAKE
BOARD
HANDS FREE FALL
ARREST SYSTEM
-TYPICAL
SNOW GUARDS TYP.
STANDING SEAM METAL
ROOF ASSEMBLY
METAL WALL PANEL
ASSEMBLY
- BEYOND
STANDING SEAM
METAL ROOF
ASSEMBLY
SNOW GUARDS TYP.
1x4 PVC TRIM
1X8 PVC TRIM
1x4 PVC TRIM
1X8 PVC TRIM
CMU VENEER
WALL ASSEMBLY
SNOW GUARDS TYP.
STANDING SEAM METAL
ROOF ASSEMBLY
METAL WALL PANEL
ASSEMBLY
- BEYOND
STANDING SEAM
METAL ROOF
ASSEMBLY
SNOW GUARDS
TYP.
1X8 PVC
FRIEZE BOARD
1X8 PVC TRIM
CANOPY
ASSEMBLY
CMU VENEER
WALL ASSEMBLY
SF3
127
3' - 4" 7 1/4" 5' - 4 3/4" 7 1/4" 4' - 1 1/2"6' - 0"EXTERIOR LIGHT
FIXTURE
-TYPICAL
ALUMINUM
STOREFRONT
DOOR AND FRAME
ASSEMBLY
1x4 PVC TRIM
1X8 PVC TRIM
ALUMINUM
STOREFRONT
DOOR AND FRAME
ASSEMBLY
1x4 PVC TRIM
MINERAL FIBER
CEMENT LAP SIDING
WITH 6" EXPOSURE
MINERAL FIBER
CEMENT LAP SIDING
WITH 6" EXPOSURE
A303
4
TYP
4" ALUM CAST
LETTERING
15
SF3
STANDING SEAM
METAL ROOF
ASSEMBLY
SNOW GUARDS
TYP.
1X8 PVC
FRIEZE BOARD
1X8 PVC TRIM
CMU VENEER
WALL ASSEMBLY
1X8 PVC TRIM
1x4 PVC TRIM
MINERAL FIBER
CEMENT LAP SIDING
WITH 6" EXPOSURE
6' - 0"4' - 1 1/2"7 1/4"CJ
1X8 PVC
CORNER TRIM
MINERAL FIBER
CEMENT SHINGLE
WALL PANEL SIDING
1
A303
GENERATOR
- TRANSPARENT FOR
CLARITY OF
ELEVATIONS
A.1A
101A
KEY REPOSITORY BOX (KRB)
-REFER TO FIRE ALARM
DRAWINGS FOR
REQUIREMENTS
MASONRY
DATE BLOCK
DOWNSPOUT
WITH BOOT
-TYPICAL
FINISH GRADE
-VARIES
4
A623
ADMIN FLOOR
0' -0"
CANOPY EAVE
18' -0"
ADMIN EAVE
15' -4"
SHOPS EAVE
23' -0"
MEZZANINE
13' -0"
VEHICLE
STORAGE FLOOR
-1' -0"
VEHICLE MAINT
EAVE
29' -0"
8.5
VEHICLE
MAINTENANCE
MEZZANINE
11' -0"
CMU VENEER
WALL ASSEMBLY
MINERAL FIBER CEMENT LAP
SIDING WITH 8" EXPOSURE
MINERAL FIBER
CEMENT SHINGLE
WALL PANEL SIDING
1X8 PVC TRIM
DOWNSPOUT
WITH BOOT
-TYPICAL
1X8 PVC CORNER TRIM
EXTERIOR LIGHT FIXTURE
-TYPICAL
1X8 PVC TRIM
METAL WALL PANEL ASSEMBLY
- BEYOND
EXTERIOR LIGHT FIXTURE
-TYPICAL
CAST ALUMINUM NUMBER
-SEE A931 FOR DETAILS
1X8 PVC TRIM
1X8 PVC TRIM
1x12 PVC RAKE BOARD
3' - 4"3' - 4"7 1/4"5' - 4 3/4"7 1/4"4' - 0 3/4"7 1/4"7' - 0 3/4"7 1/4"6' - 0"1
A303
CONT FLASHING
-VERTICAL LEG TO
RETURN UP 8" MIN
EXTERIOR
EXTERIOR SHEATHING
AIR & MOISTURE BARRIER
OVER FLASHING
FIBER CEMENT LAP SIDING
-5" EXPOSURE
FIBER CEMENT SIDING
WALL ASSEMBLY
1x FIBER CEMENT TRIM TYP1"EXTERIOR LIGHT
FIXTURE
2" "Z" FURRING W/
THERMAL BREAK
-FILLED WITH RIGID
INSULATION (R-10 +/-)
COLD-FORMED
METAL STUD WALL
CONT FLASHING
-VERTICAL LEG TO
RETURN UP 8" MIN
EXTERIOR
AIR & MOISTURE BARRIER
FIBER CEMENT LAP SIDING
-5" EXPOSURE
FIBER CEMENT
SIDING WALL
ASSEMBLY
1x FIBER
CEMENT TRIM TYP1"EXHAUST
VENT
2" "Z" FURRING W/
THERMAL BREAK
-FILLED WITH RIGID
INSULATION (R-10 +/-)
COLD-FORMED
METAL STUD WALL
AIR & MOISTURE BARRIER
OVER FLASHING
MIN1"CONT FLASHING
-VERTICAL LEG TO
RETURN UP 8" MIN
EXTERIOR
EXTERIOR SHEATHING
FIBER CEMENT
LAP SIDING
-5" EXPOSURE
FIBER CEMENT SIDING
WALL ASSEMBLY
1x4x4 FIBER CEMENT
TRIM BLOCK TYP1"EXTERIOR
HOSE BIBB /
SPIGOT
WEATHER BARRIER
2" "Z" FURRING W/
THERMAL BREAK
-FILLED WITH RIGID
INSUL (R-10 +/-)
COLD-FORMED
METAL STUD WALL
AIR & MOISTURE BARRIER
OVER FLASHING
CONT FLASHING
-VERTICAL LEG TO
RETURN UP 8" MIN
EXTERIOR
EXTERIOR SHEATHING
FIBER CEMENT
SIDING WALL
ASSEMBLY
TYP1"B.O. OF WINDOW SILL3'-0" A.F.F.FIBER CEMENT
SMOOTH WALL
PANEL SIDING
EXTERIOR SHEATHING
AIR & MOISTURE BARRIER
OVER FLASHING
1x6 FIBER
CEMENT TRIM
WEATHER BARRIER
2" "Z" FURRING W/
THERMAL BREAK
-FILLED WITH RIGID
INSULATION (R-10 +/-)
COLD-FORMED
METAL STUD WALL
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
LARGE SCALE
ELEVATIONS
A303
MF
BPM
DGT
2170117-E
CONFORMED1/2" = 1'-0"1/ A211BPARTIAL LARGE SCALE WEST ELEVATION - SHOPS
1/2" = 1'-0"2/ A211CPARTIAL LARGE SCALE WEST ELEVATION - EMPLOYEE FACILITIES
1/2" = 1'-0"E PARTIAL LARGE SCALE WEST ELEVATION - ADMIN
1/2" = 1'-0"4/ A302DPARTIAL LARGE SCALE SOUTH ELEVATION - ADMIN
1/2" = 1'-0"1/ A301APARTIAL LARGE SCALE WEST ELEVATION - SHOPS
3" = 1'-0"C/ A3034SIDING DETAIL - EXTERIOR LIGHT BLOCK
3" = 1'-0"3 SIDING DETAIL - EXHAUST VENT BLOCK
3" = 1'-0"2 SIDING DETAIL - SPIGOT BLOCK
3" = 1'-0"A/ A3031SIDING DETAIL - TRANSITION
ADMIN FLOOR
0' -0"
ADMIN FLOOR
0' -0"
CANOPY EAVE
18' -0"CANOPY EAVE
18' -0"
ADMIN EAVE
15' -4"
ADMIN EAVE
15' -4"
SHOPS EAVE
23' -0"
SHOPS EAVE
23' -0"
MEZZANINE
13' -0"
MEZZANINE
13' -0"
VEHICLE
STORAGE FLOOR
-1' -0"
VEHICLE
STORAGE FLOOR
-1' -0"
VEHICLE MAINT
EAVE
29' -0"
VEHICLE MAINT
EAVE
29' -0"
9 10 11 12 138.5 9.8 10.3 13.1 1512.311.3
MOWER
REPAIR
SHOP
121
SMALL
ENGINE
REPAIR
SHOP
120 TEL/DATA
115
MALE
TOILET
112
FEMALE
TOILET
111
COPY/ FILE/
MAIL AREA
133
HIGHWAY
SUPER.
107
A501
2
A501
4
A501
5
148.9 14.39.4
VEHICLE
MAINTENANCE
MEZZANINE
11' -0"
VEHICLE
MAINTENANCE
MEZZANINE
11' -0"
ADMIN FLOOR
0' -0"
ADMIN FLOOR
0' -0"
CANOPY EAVE
18' -0"
CANOPY EAVE
18' -0"
ADMIN EAVE
15' -4"
ADMIN EAVE
15' -4"
SHOPS EAVE
23' -0"
SHOPS EAVE
23' -0"
MEZZANINE
13' -0"
MEZZANINE
13' -0"
VEHICLE
STORAGE FLOOR
-1' -0"
VEHICLE
STORAGE FLOOR
-1' -0"
VEHICLE MAINT
EAVE
29' -0"
VEHICLE MAINT
EAVE
29' -0"
A.1A B.2 B.8 DC
A502
4
A502
3
A502
2
A502
1
FACILITIES
CARPENTRY
SHOP
123
SHARED
GENERAL
WORKSHOP
122
VEHICLE
AND
EQUIPMENT
STORAGE
136
G H I.1 JFEIC.5B J.5
VEHICLE
MAINTENANCE
MEZZANINE
11' -0"
4
A623
ADMIN FLOOR
0' -0"
ADMIN FLOOR
0' -0"
CANOPY EAVE
18' -0"
CANOPY EAVE
18' -0"
ADMIN EAVE
15' -4"
ADMIN EAVE
15' -4"
SHOPS EAVE
23' -0"
SHOPS EAVE
23' -0"
MEZZANINE
13' -0"MEZZANINE
13' -0"
VEHICLE
STORAGE FLOOR
-1' -0"
VEHICLE
STORAGE FLOOR
-1' -0"
VEHICLE MAINT
EAVE
29' -0"
VEHICLE MAINT
EAVE
29' -0"
A.1 AB.2B.8DC
A503
1
A502
2A502
1
VEHICLE
AND
EQUIPMENT
STORAGE
136
STORM
EVENT
OFFICE
126
PPE STOR
116
GHI.1J F EKLI C.5 BJ.5
VEHICLE
MAINTENANCE
MEZZANINE
11' -0"
ADMIN FLOOR
0' -0"
ADMIN FLOOR
0' -0"
CANOPY EAVE
18' -0"
CANOPY EAVE
18' -0"
ADMIN EAVE
15' -4"
ADMIN EAVE
15' -4"
SHOPS EAVE
23' -0"
SHOPS EAVE
23' -0"
MEZZANINE
13' -0"MEZZANINE
13' -0"
VEHICLE
STORAGE FLOOR
-1' -0"
VEHICLE
STORAGE FLOOR
-1' -0"
VEHICLE MAINT
EAVE
29' -0"
VEHICLE MAINT
EAVE
29' -0"
A.1A B.2 B.8 DC
A503
2
A502
2
A502
1
VEHICLE
AND
EQUIPMENT
STORAGE
136
PARTS
ROOM
137
MECHANICS
OFFICE
140
G H I.1 JFE K LIC.5
DPW
VEHICLE
MAINTENANCE
MEZZANINE
3
147
COMPRESSOR
ROOM
146
B J.5
VEHICLE
MAINTENANCE
MEZZANINE
11' -0"
VEHICLE
MAINTENANCE
MEZZANINE
11' -0"
TP2
123C 122C
122B123A
121C
121B
TP2 TP1
136A
136B
146
139
0' 4' 8'16'
SCALE: 1/8" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
BUILDING
SECTIONS
A401
MF
BPM
DGT
2170117-E
CONFORMED
1/8" = 1'-0"1/ A1011BUILDING SECTION
1/8" = 1'-0"1/ A1012BUILDING SECTION
1/8" = 1'-0"1/ A1013BUILDING SECTION
1/8" = 1'-0"1/ A1014BUILDING SECTION
MEZZANINE
13' -0"
MEZZANINE
13' -0"
VEHICLE
STORAGE FLOOR
-1' -0"
VEHICLE
STORAGE FLOOR
-1' -0"
VEHICLE MAINT
EAVE
29' -0"
VEHICLE MAINT
EAVE
29' -0"
A504
1
A503
2
H I.1 J K L
DPW
VEHICLE
MAINTENANCE
141
I J.5
VEHICLE
MAINTENANCE
MEZZANINE
11' -0"
VEHICLE
MAINTENANCE
MEZZANINE
11' -0"
ADMIN FLOOR
0' -0"
ADMIN FLOOR
0' -0"
CANOPY EAVE
18' -0"
CANOPY EAVE
18' -0"
ADMIN EAVE
15' -4"
ADMIN EAVE
15' -4"
SHOPS EAVE
23' -0"
SHOPS EAVE
23' -0"
MEZZANINE
13' -0"
MEZZANINE
13' -0"
VEHICLE
STORAGE FLOOR
-1' -0"
VEHICLE
STORAGE FLOOR
-1' -0"
VEHICLE MAINT
EAVE
29' -0"
VEHICLE MAINT
EAVE
29' -0"
1 2 3 4 5 86 8.2A504
4
A504
3
A504
2
WASH BAY
144
DPW
VEHICLE
MAINTENANCE
141
PARTS
ROOM
137
6.5
VEHICLE
MAINTENANCE
MEZZANINE
11' -0"
VEHICLE
MAINTENANCE
MEZZANINE
11' -0"
6.3
ADMIN FLOOR
0' -0"
ADMIN FLOOR
0' -0"
CANOPY EAVE
18' -0"
CANOPY EAVE
18' -0"
ADMIN EAVE
15' -4"
ADMIN EAVE
15' -4"
SHOPS EAVE
23' -0"
SHOPS EAVE
23' -0"
MEZZANINE
13' -0"
MEZZANINE
13' -0"
VEHICLE
STORAGE FLOOR
-1' -0"
VEHICLE
STORAGE FLOOR
-1' -0"
VEHICLE MAINT
EAVE
29' -0"
VEHICLE MAINT
EAVE
29' -0"
86 9 108.2 11 12 138.5 9.8 10.3 13.1 1512.311.3
A503
4
A503
3
VEHICLE
AND
EQUIPMENT
STORAGE
136
1476.5 8.9 14.39.47.3
VEHICLE
MAINTENANCE
MEZZANINE
11' -0"
ADMIN FLOOR
0' -0"
ADMIN FLOOR
0' -0"
CANOPY EAVE
18' -0"
CANOPY EAVE
18' -0"
ADMIN EAVE
15' -4"
ADMIN EAVE
15' -4"
SHOPS EAVE
23' -0"
SHOPS EAVE
23' -0"
MEZZANINE
13' -0"
MEZZANINE
13' -0"
VEHICLE
STORAGE FLOOR
-1' -0"
VEHICLE
STORAGE FLOOR
-1' -0"
A.1A B.2 B.8 DCA501
1
A502
2
CONFERENCE
ROOM
102
COPY/ FILE/
MAIL AREA
133
ENGINEERING
OPEN
OFFICE
131
KITCHEN
AREA
129
FEMALE
TOILET
111
FILE
STORAGE
110
C.5B
VEHICLE
MAINTENANCE
MEZZANINE
11' -0"
VEHICLE
MAINTENANCE
MEZZANINE
11' -0"
ADMIN FLOOR
0' -0"
ADMIN FLOOR
0' -0"
CANOPY EAVE
18' -0"
CANOPY EAVE
18' -0"ADMIN EAVE
15' -4"
ADMIN EAVE
15' -4"
SHOPS EAVE
23' -0"
SHOPS EAVE
23' -0"
MEZZANINE
13' -0"
MEZZANINE
13' -0"
VEHICLE
STORAGE FLOOR
-1' -0"
VEHICLE
STORAGE FLOOR
-1' -0"
VEHICLE MAINT
EAVE
29' -0"
VEHICLE MAINT
EAVE
29' -0"
9 108.5 9.8 10.3
FACILITIES
CARPENTRY
SHOP
123
SIGN SHOP
124
A503
5
A501
5
8.9 9.4
VEHICLE
MAINTENANCE
MEZZANINE
11' -0"
0' 4' 8'16'
SCALE: 1/8" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
BUILDING
SECTIONS
A402
MF
BPM
DGT
2170117-E
CONFORMED
1/8" = 1'-0"1/ A1013BUILDING SECTION
1/8" = 1'-0"1/ A1012BUILDING SECTION
1/8" = 1'-0"1/ A1011BUILDING SECTION
1/8" = 1'-0"1/ A1014BUILDING SECTION
1/8" = 1'-0"1/ A1015BUILDING SECTION
15
TYPE 2
HIGHWAY
SUPER.
107
EXTERIOR
TYPE 2
• 4" NOMINAL CMU VENEER
• AIR SPACE
• 3" RIGID INSULATION
• CONTINUOUS AIR & VAPOR
BARRIER BY WDC FSB
• EXTERIOR SHEATHING
• 6" COLD FORMED MTL FRAMING
• 5/8" GWB
• FIBER CEMENT LAP SIDING
• WEATHER BARRIER
• EXTERIOR SHEATHING
• 2" RIGID INSULATION
• 6" COLD-FORMED FRAMING W/
BATT INSULATION
• STEEL FRAME, BY METAL PANEL
BLDG MANUF.
FINISH GRADE, TYP
- VARIES
FNDN WALL
- SEE STRUCT DWGS
GWB
-BEYOND
-PAINTED
BASE AS
SCHEDULED
R-10, 25 PSI, RIGID INSULATION AT
ADMINISTRATION AND EMPLOYEE
FACILITIES, TYP
- VERTICAL, DOWN TO TOP OF FOOTING
- HORIZ., 4'-0" FROM INSIDE FACE OF
FNDN WALL
MINERAL FIBER
CEMENT LAP SIDING
PVC FASCIA
ASSEMBLY
16" WIDE STANDING SEAM
METAL PANEL ROOF ASSEMBLY
BY MTL BLDG MANUF
STRUCT FRAMES BY
MTL BLDG MANUF
DOWNSPOUT W/
DRAINAGE BOOT
TRANSITION
- TYPICAL, BEYOND
ACT CEILING
ASSEMBLY
A612
1OPP
HAND
3' - 4"10.3
SMALL
ENGINE
REPAIR
SHOP
120
F2
JAN. CL
119
TYPE 3
FNDN WALL
- SEE STRUCT DWGS
GWB
-BEYOND
-PAINTED
BASE AS
SCHEDULED
MINERAL FIBER
CEMENT LAP SIDING
PVC FASCIA
ASSEMBLY
16" WIDE STANDING SEAM
METAL PANEL ROOF ASSEMBLY
BY MTL BLDG MANUF
STRUCT FRAMES BY
MTL BLDG MANUF
DOWNSPOUT
- BEYOND
GYPSUM
CEILING
16" WIDE STANDING SEAM
METAL PANEL ROOF ASSEMBLY
BY MTL BLDG MANUF
SNOW GUARD
-TYPICAL, SEE ROOF
PLAN LOCATIONS
• FIBER CEMENT LAP SIDING
• WEATHER BARRIER
• EXTERIOR SHEATHING
• 2" RIGID INSULATION
• 8" COLD-FORMED FRAMING W/
BATT INSULATION
• STEEL FRAME, BY METAL PANEL
BLDG MANUF.4' - 4"8.5
MOWER
REPAIR
SHOP
121
EXTERIOR
122B
• FIBER CEMENT LAP SIDING
• WEATHER BARRIER
• EXTERIOR SHEATHING
• 2" RIGID INSULATION
• 8" COLD-FORMED FRAMING W/
BATT INSULATION
• STEEL FRAME, BY METAL PANEL
BLDG MANUF.
FNDN WALL
-SEE STRUCT DWGS
GWB
-BEYOND
-PAINTED
HMA AS INDICATED
ON CIVIL DRAWINGS
R-10, 100 PSI, RIGID INSULATION AT
SHOPS, TYP
- VERTICAL, DOWN TO TOP OF FOOTING
- HORIZ., 4'-0" FROM INSIDE FACE OF
FNDN WALL
MINERAL FIBER
CEMENT LAP SIDING
PVC FASCIA
ASSEMBLY
16" WIDE STANDING SEAM
METAL PANEL ROOF ASSEMBLY
BY MTL BLDG MANUF
STRUCT FRAMES BY
MTL BLDG MANUF
DOWNSPOUT W/
DRAINAGE BOOT
TRANSITION
- TYPICAL, BEYOND
CMU VENEER WALL
ASSEMBLY
- BEYOND
TYPE 3
TP1
SNOW GUARD
-TYPICAL, SEE ROOF
PLAN LOCATIONS
INSULATED
TRANSLUCENT
PANEL ASSEMBLY
CAST ALUMINUM
EXTERIOR SIGNAGE
- TYPICAL
EXTERIOR LIGHT
FIXTURE
- TYPICAL
CMU WALL
-BEYOND
-PAINTED
SECTIONAL DOOR
ASSEMBLY
SIDE MOUNTED HEAVY DUTY
COMMERCIAL OPERATIOR
ON STEEL PLATE SUPPORT
ADMIN FLOOR
0' -0"
CANOPY EAVE
18' -0"
ADMIN EAVE
15' -4"
SHOPS EAVE
23' -0"
MEZZANINE
13' -0"
VEHICLE
STORAGE FLOOR
-1' -0"
A.1A
• 4" NOMINAL CMU VENEER
• AIR SPACE
• 3" RIGID INSULATION
• CONTINUOUS AIR & VAPOR
BARRIER BY WDC FSB
• EXTERIOR SHEATHING
• 6" COLD FORMED MTL FRAMING
• 5/8" GWB
• PVC LAP SIDING
• WEATHER BARRIER
• EXTERIOR SHEATHING
• 2" RIGID INSULATION
• 6" COLD-FORMED FRAMING W/
BATT INSULATION
• STEEL FRAME, BY METAL PANEL
BLDG MANUF.
TYPE 2
CONFERENCE
ROOM
102
EXTERIOR
TYPE 2 VEHICLE
MAINTENANCE
MEZZANINE
11' -0"
SF5
FINISH GRADE, TYP - VARIES
FNDN WALL
- SEE STRUCT DWGS
GWB - BEYOND
- PAINTED
BASE AS
SCHEDULED
R-10, 25 PSI, RIGID INSULATION AT
ADMINISTRATION AND EMPLOYEE
FACILITIES, TYP
- VERTICAL, DOWN TO TOP OF FOOTING
- HORIZ., 4'-0" FROM INSIDE FACE OF
FNDN WALL
PVC LAP SIDING
RAKE ASSEMBLY
- BEYOND
16" WIDE STANDING SEAM
METAL PANEL ROOF ASSEMBLY
BY MTL BLDG MANUF
1x PVC RAKE TRIM
STRUCT FRAMES BY
MTL BLDG MANUF
ACT CEILING
ASSEMBLY
A833
1
A612
5
OPP
HAND
A612
1SIM
3' - 4"• GIRT SPACING IS SHOWN DIAGRAMATICALLY ONY, ACTUAL SPACING
WILL BE BY MBM.
• AVB SHALL BE SEALED TO ALL ROOF FABRIC AND ANY STRUCTURE
OR SYSTEMS WHICH PASSES THRU THE PLAIN OF THE AVB TO FORM
A CONTINUOUS AIR VAPOR BARRIER BETWEEN SPACES, TYP.
• SEE A0.31 FOR WALL AND ROOF ASSEMBLY TYPES
TYPICAL NOTES
0'1' 2' 3'
SCALE: 3/4" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
WALL SECTIONS I
A501
MF
BPM
DGT
2170117-E
CONFORMED
3/4" = 1'-0"1/ A2012WALL SECTION - HIGHWAY SUPER 107
3/4" = 1'-0"1/ A2014WALL SECTION - FUME SEPARATION WALL
3/4" = 1'-0"1/ A2015WALL SECTION - EQUIPMENT MAINT. SHOP
3/4" = 1'-0"1/ A2011BUILDING SECTION - CONFERENCE RM 102
A.1A
EXTERIOR
• 4" NOMINAL CMU VENEER
• AIR SPACE
• 3" RIGID INSULATION
• CONTINUOUS AIR & VAPOR
BARRIER BY WDC FSB
• 8" CONCRETE KNEE BACK-UP
WALL
EXTERIOR
• FIBER CEMENT BOARD SIDING
• WEATHER BARRIER
• EXTERIOR SHEATHING
• 2" RIGID INSULATION
• 8" COLD-FORMED FRAMING W/ BATT
INSULATION (R-30 +/-)
• STEEL FRAME, BY METAL PANEL
BLDG MANU
• GWB
FACILITIES
CARPENTRY
SHOP
123
TYPE 3
EXTERIOR
R-10, 100 PSI, RIGID INSULATION AT
SHOPS, TYP
- VERTICAL, DOWN TO TOP OF FOOTING
- HORIZ., 4'-0" FROM INSIDE FACE OF
FNDN WALL
MINERAL FIBER
CEMENT LAP SIDING
PVC FASCIA
ASSEMBLY
16" WIDE STANDING SEAM
METAL PANEL ROOF ASSEMBLY
BY MTL BLDG MANUF
STRUCT FRAMES BY
MTL BLDG MANUF
DOWNSPOUT W/ DRAINAGE
BOOT TRANSITION
- TYP., BEYOND
TYPE 3
CMU WALL
-BEYOND
GWB
-BEYOND
SF4
SF1
1X6 PVC TRIM, FASTENED
WITH STAINLESS STEEL
WITH HEAD 8D ROUND
HEAD SCREWS
16" WIDE STANDING
SEAM METAL PANEL
ROOF ASSEMBLY BY MTL
BLDG MANUF
-BEYOND
FINISH GRADE
- VARIES
RAKE ASSEMBLY
- BEYOND
A612
3 SIM
3' - 4"B.2B
FACILITIES
CARPENTRY
SHOP
123
SHARED
GENERAL
WORKSHOP
122
4A
16" WIDE STANDING SEAM
METAL PANEL ROOF ASSEMBLY
BY MTL BLDG MANUF
STRUCT FRAMES BY
MTL BLDG MANUF
CMU WALL
-BEYOND
GWB
-BEYOND
8A
4A
A631
7 TYP
10' - 8"D
VEHICLE
AND
EQUIPMENT
STORAGE
136
CMU WALL
-BEYOND
GWB
-BEYOND
F1A
16" WIDE STANDING SEAM
METAL PANEL ROOF ASSEMBLY
BY MTL BLDG MANUF
STRUCT FRAMES BY
MTL BLDG MANUF
STRUCT FRAMES BY
MTL BLDG MANUF
STAIR
-BEYOND
F1A
• 5/8" GWB
• STEEL FRAME
• AIR SPACE
• STEEL FRAME
• 5/8" GWB
• CMU
• RIGID INSULATION
• POURED CONCRETE3' - 4"ADMIN FLOOR
0' -0"
CANOPY EAVE
18' -0"
ADMIN EAVE
15' -4"
SHOPS EAVE
23' -0"
MEZZANINE
13' -0"
VEHICLE
STORAGE FLOOR
-1' -0"
VEHICLE MAINT
EAVE
29' -0"
I.1I
VEHICLE
AND
EQUIPMENT
STORAGE
136
VEHICLE
MAINTENANCE
MEZZANINE
11' -0"
16" WIDE STANDING SEAM
METAL PANEL ROOF ASSEMBLY
BY MTL BLDG MANUF
STRUCT FRAMES BY
MTL BLDG MANUF
SNOW GUARD
-TYPICAL, SEE ROOF
PLAN LOCATIONS
EXTERIOR
EXTERIOR
• 4" NOMINAL CMU VENEER
• AIR SPACE
• 3" RIGID INSULATION
• CONTINUOUS AIR & VAPOR
BARRIER BY WDC FSB
• 8" CONCRETE KNEE BACK-UP WALL
INSULATED METAL
WALL PANELS WITH
BACK-UP GIRTS
-BEYOND
TYPE 1
TYPE 1
TYPE 1
• INSULATED METAL
WALL PANELS
OSHA COMPLIANT
ROOF ACCESS
LADDER
• INSULATED METAL
WALL PANELS
EXTERIOR
16" WIDE STANDING SEAM
METAL PANEL ROOF ASSEMBLY
BY MTL BLDG MANUF
STRUCT FRAMES BY
MTL BLDG MANUF
R-10, 100 PSI, RIGID INSULATION AT
VEHICLE STORAGE, TYP
- VERTICAL, DOWN TO TOP OF FOOTING
- HORIZ., 4'-0" FROM INSIDE FACE OF
FNDN WALL
A611
1
4' - 4"• GIRT SPACING IS SHOWN DIAGRAMATICALLY ONY, ACTUAL SPACING
WILL BE BY MBM.
• AVB SHALL BE SEALED TO ALL ROOF FABRIC AND ANY STRUCTURE
OR SYSTEMS WHICH PASSES THRU THE PLAIN OF THE AVB TO FORM
A CONTINUOUS AIR VAPOR BARRIER BETWEEN SPACES, TYP.
• SEE A0.31 FOR WALL AND ROOF ASSEMBLY TYPES
TYPICAL NOTES
0'1' 2' 3'
SCALE: 3/4" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
WALL SECTIONS II
A502
MF
BPM
DGT
2170117-E
CONFORMED
3/4" = 1'-0"1/ A2014WALL SECTION 5
3/4" = 1'-0"1/ A2013WALL SECTION 6
3/4" = 1'-0"1/ A2012WALL SECTION - FUME SEPARATION WALL BETWEEN MAINT. SHOP AND VEHICLE EQUIP. STORAGE
3/4" = 1'-0"1/ A2021WALL SECTION - VEHICLE MAINT. & EQUIPMENT STORAGE
ADMIN FLOOR
0' -0"
CANOPY EAVE
18' -0"
ADMIN EAVE
15' -4"
SHOPS EAVE
23' -0"
MEZZANINE
13' -0"
VEHICLE
STORAGE FLOOR
-1' -0"
VEHICLE MAINT
EAVE
29' -0"
B.2 B
STORM
EVENT
OFFICE
126
VEHICLE
MAINTENANCE
MEZZANINE
11' -0"
16" WIDE STANDING SEAM
METAL PANEL ROOF ASSEMBLY
BY MTL BLDG MANUF
STRUCT FRAMES BY
MTL BLDG MANUF
SNOW GUARD
-TYPICAL, SEE ROOF
PLAN LOCATIONS
EXTERIOR LIGHT FIXTURE - TYP
FNDN WALL
- SEE STRUCT DWGS
R-10, 25 PSI, RIGID INSULATION AT
ADMINISTRATION AND EMPLOYEE
FACILITIES, TYP
-VERTICAL, DOWN TO TOP OF FOOTING
-HORIZ., 4'-0" FROM INSIDE FACE OF
FNDN WALL
TYPE 2
PVC FASCIA
ASSEMBLY
TYPE 2
• PVC LAP SIDING
• WEATHER BARRIER
• EXTERIOR SHEATHING
• 2" RIGID INSULATION
• 6" COLD-FORMED FRAMING W/ BATT
INSULATION
• STEEL FRAME, BY METAL BLDG MANUF.
• GWB
FINISH GRADE, TYP
- VARIES
GWB
- BEYOND
ACT CEILING
ASSEMBLY
BASE AS
SCHEDULED
MINERAL FIBER
CEMENT SIDING
- BEYOND
MINERAL FIBER
CEMENT SIDING
- BEYOND
16" WIDE STANDING SEAM
METAL PANEL ROOF ASSEMBLY
BY MTL BLDG MANUF
-BEYOND
SNOW GUARD
-TYPICAL, SEE ROOF
PLAN LOCATIONS
DOWNSPOUT W/ DRAINAGE
BOOT TRANSITION
- TYPICAL, BEYOND
• 4" NOMINAL CMU VENEER
• AIR SPACE
• 3" RIGID INSULATION
• CONTINUOUS AIR & VAPOR
BARRIER BY WDC FSB
• EXTERIOR SHEATHING
• 6" COLD FORMED MTL FRAMING
• 5/8" GWB
HANDS FREE
FALL ARREST
SYSTEM, TYP
MINERAL FIBER
CEMENT SIDING
-BEYOND
SF1
BEYOND
3' - 4"A612
1OPP
HAND
L
MECHANICS
OFFICE
140
16" WIDE STANDING SEAM
METAL PANEL ROOF ASSEMBLY
BY MTL BLDG MANUF
STRUCT FRAMES BY
MTL BLDG MANUF
SNOW GUARD
-TYPICAL, SEE ROOF
PLAN LOCATIONS
FNDN WALL
-SEE STRUCT DWGS
R-10, 100 PSI, RIGID INSULATION AT VEHICLE
MAINT, TYP
-VERTICAL, DOWN TO TOP OF FOOTING
-HORIZ -COMPLETELY UNDER SLAB
TYPE 1
TYPE 1
• 4" NOMINAL CMU VENEER
• AIR SPACE
• 3" RIGID INSULATION
• CONTINUOUS AIR & VAPOR
BARRIER BY WDC FSB
• CONCRETE KNEE WALL
• INSULATED METAL
WALL PANELS
1D
DOWNSPOUT W/ DRAINAGE
BOOT TRANSITION
- TYPICAL, BEYOND
GWB
- BEYOND
ACT CEILING
ASSEMBLY
TYPE 1
• INSULATED METAL
WALL PANELS
HMA AS INDICATED
ON CIVIL DRAWINGS4' - 4"A611
1
SIM,
OPP HAND
6
VEHICLE
AND
EQUIPMENT
STORAGE
136
136D
16" WIDE STANDING SEAM
METAL PANEL ROOF ASSEMBLY
BY MTL BLDG MANUF
STRUCT FRAMES BY
MTL BLDG MANUF
CMU VENEER WALL
ASSEMBLY
- BEYOND
INSULATED
TRANSLUCENT
PANEL ASSEMBLY
EXTERIOR LIGHT
FIXTURE - TYP.
SIDE MOUNTED HEAVY DUTY
COMMERCIAL OPERATIOR
ON STEEL PLATE SUPPORT
FNDN WALL
-SEE STRUCT DWGS
R-10, 100 PSI, RIGID INSULATION, TYP
- VERTICAL, DOWN TO TOP OF FTG
- HORIZ., 4'-0" FROM INSIDE FACE OF
FNDN WALL
SECTIONAL DOOR
ASSEMBLY
• INSULATED METAL
WALL PANELS
EXTERIOR
TYPE 1
TYPE 1
TP4
• INSULATED METAL
WALL PANELS
HMA AS INDICATED
ON CIVIL DRAWINGS
RAKE ASSEMBLY
- BEYOND
INSULATED METAL
WALL PANELS WITH
BACK-UP GIRTS
-BEYOND
CONC KNEE WALL
-BEYOND
13 13.1
VEHICLE
AND
EQUIPMENT
STORAGE
136
136B
16" WIDE STANDING SEAM
METAL PANEL ROOF ASSEMBLY
BY MTL BLDG MANUF
STRUCT FRAMES BY
MTL BLDG MANUF
CMU VENEER WALL
ASSEMBLY
- BEYOND
INSULATED
TRANSLUCENT
PANEL ASSEMBLY
EXTERIOR LIGHT
FIXTURE
- TYPICAL
SIDE MOUNTED HEAVY DUTY
COMMERCIAL OPERATIOR
ON STEEL PLATE SUPPORT
EXTERIOR LIGHT
FIXTURE
- TYPICAL
FNDN WALL
-SEE STRUCT DWGS
MINERAL FIBER
CEMENT SIDING
- BEYONDCMU WALL
ASSEMBLY
- BEYOND
MINERAL FIBER
CEMENT SIDING
- BEYOND
MINERAL FIBER
CEMENT SIDING
- BEYOND
TP4
TYPE 1
• INSULATED METAL
WALL PANELS
TYPE 1
• INSULATED METAL
WALL PANELS
HMA AS INDICATED
ON CIVIL DRAWINGS
SECTIONAL DOOR
ASSEMBLY
10.3
EXTERIORSIGN SHOP
124
16" WIDE STANDING SEAM
METAL PANEL ROOF ASSEMBLY
BY MTL BLDG MANUF
STRUCT FRAMES BY
MTL BLDG MANUF
SNOW GUARD -TYP,
SEE ROOF PLAN LOCATIONS
FNDN WALL
- SEE STRUCT DWGS
R-10, 100 PSI, RIGID INSULATION AT
SHOPS, TYP
- VERTICAL, DOWN TO TOP OF FOOTING
- HORIZ., 4'-0" FROM INSIDE FACE OF
FNDN WALL
MINERAL FIBER
CEMENT LAP SIDING
PVC FASCIA
ASSEMBLY
TYPE 3
TYPE 3
• 4" NOMINAL CMU VENEER
• AIR SPACE
• 3" RIGID INSULATION
• CONTINUOUS AIR & VAPOR
BARRIER BY WDC FSB
• EXTERIOR SHEATHING
• 6" COLD FORMED MTL FRAMING
• 5/8" GWB
FINISH GRADE, TYP - VARIES
DOWNSPOUT W/ DRAINAGE BOOT
TRANSITION, TYPICAL, BEYOND
• FIBER CEMENT LAP SIDING
• WEATHER BARRIER
• EXTERIOR SHEATHING
• 2" RIGID INSULATION
• 8" COLD-FORMED FRAMING W/ BATT INSULATION
• STEEL FRAME, BY METAL BLDG MANUF.
• GWB
3' - 4"A612
3
SIM,
OPP HAND
• GIRT SPACING IS SHOWN DIAGRAMATICALLY ONY, ACTUAL SPACING
WILL BE BY MBM.
• AVB SHALL BE SEALED TO ALL ROOF FABRIC AND ANY STRUCTURE
OR SYSTEMS WHICH PASSES THRU THE PLAIN OF THE AVB TO FORM
A CONTINUOUS AIR VAPOR BARRIER BETWEEN SPACES, TYP.
• SEE A0.31 FOR WALL AND ROOF ASSEMBLY TYPES
TYPICAL NOTES
0'1' 2' 3'
SCALE: 3/4" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
WALL SECTIONS lll
A503
MF
BPM
DGT
2170117-E
CONFORMED
3/4" = 1'-0"1/ A2011WALL SECTION - STORM EVENT OFFICE 126
3/4" = 1'-0"1/ A2022WALL SECTION - MECHANICS OFFICE 140
3/4" = 1'-0"1/ A2024WALL SECTION - VEHICLE AND EQUIP. STORAGE SIM OPP.
3/4" = 1'-0"1/ A2023WALL SECTION - VEHICLE AND EQUIP. STORAGE
3/4" = 1'-0"5/ A4025WALL SECTION - SIGN SHOP 124
1
WASH BAY
144
R-10, 100 PSI, RIGID INSULATION AT THE WASH BAY, TYP
- VERTICAL, DOWN TO TOP OF FOOTING
- HORIZ., COMPLETELY UNDER SLAB
16" WIDE STANDING SEAM
METAL PANEL ROOF ASSEMBLY
BY MTL BLDG MANUF
STRUCT FRAMES BY
MTL BLDG MANUF
INSULATED
TRANSLUCENT
PANEL ASSEMBLY
TYPE 4
FNDN WALL
- SEE STRUCT DWGS
CATWALK
-SEE DRAWING A721
FOR ADDITIONAL
INFORMATION
COMPOUND CEILING
CONSTRUCTION
-BEYOND
TP5
TYPE 4
TYPE 4
GALVANIZED COLD-FORMED
FRAMING, SPAN BETWEEN
HORIZONTAL GIRT FRAMING
EXTERIOR SHEATHING
1/2" PLASTIC WALL PANEL
AVB
A611
2
2
WASH BAY
144
POLICE
DEPARTMENT
VEHICLE
MAINTENANCE
142
16" WIDE STANDING SEAM
METAL PANEL ROOF ASSEMBLY
BY MTL BLDG MANUF
STRUCT FRAMES BY
MTL BLDG MANUF
FNDN WALL
- SEE STRUCT DWGS
8A
4A
PROVIDE BLOCKING
FOR WALL MOUNTED
EQUIPMENT
- TYPICAL
HANDS FREE
FALL ARREST
SYSTEM, TYP
INDUSTRIAL EQUIPMENT
- SHOWN HALFTONE,
COORDINATE WITH
INDUSTRIAL DRAWINGS
A631
7
13' - 4"8 8.2
PARTS
ROOM
137
DPW
VEHICLE
MAINTENANCE
MEZZANINE
3
147
16" WIDE STANDING SEAM
METAL PANEL ROOF ASSEMBLY
BY MTL BLDG MANUF
STRUCT FRAMES BY
MTL BLDG MANUF
FNDN WALL
- SEE STRUCT DWGS
16" WIDE STANDING SEAM
METAL PANEL ROOF
ASSEMBLY BY MTL BLDG
MANUF, BEYOND
SNOW GUARD
-TYPICAL, SEE ROOF PLAN
LOCATIONS, BEYOND
16" WIDE STANDING SEAM
METAL PANEL ROOF ASSEMBLY
BY MTL BLDG MANUF
SNOW GUARD
-TYPICAL, SEE ROOF
PLAN LOCATIONS
BEYOND
R-10, 100 PSI, RIGID INSULATION VEHICLE
MAINTENANCE, TYP
- VERTICAL, DOWN TO TOP OF FOOTING
- HORIZ., COMPLETELY UNDER SLAB
DOWNSPOUT W/ DRAINAGE
BOOT TRANSITION
- TYPICAL, BEYOND
CONC PIER, BEYOND
- SEE STRUCT DWGS
STRUCT FRAMES BY
MTL BLDG MANUF
- BEYOND
EXTERIOR
TYPE 1
• INSULATED METAL
WALL PANELS
• 4" NOMINAL CMU VENEER
• AIR SPACE
• 3" RIGID INSULATION
• CONTINUOUS AIR & VAPOR
BARRIER BY WDC FSB
• CONCRETE KNEE WALL
TYPE 1
TYPE 1
• INSULATED METAL
WALL PANELS
A611
1
4' - 4"ADMIN FLOOR
0' -0"
CANOPY EAVE
18' -0"
ADMIN EAVE
15' -4"
SHOPS EAVE
23' -0"
MEZZANINE
13' -0"
VEHICLE
STORAGE FLOOR
-1' -0"
VEHICLE MAINT
EAVE
29' -0"
L
DPW
VEHICLE
MAINTENANCE
141
VEHICLE
MAINTENANCE
MEZZANINE
11' -0"
16" WIDE STANDING SEAM
METAL PANEL ROOF ASSEMBLY
BY MTL BLDG MANUF
STRUCT FRAMES BY
MTL BLDG MANUF
DOWNSPOUT W/ DRAINAGE
BOOT TRANSITION
- TYPICAL, BEYOND
CMU VENEER WALL
ASSEMBLY
- BEYOND
EXTERIOR LIGHT FIXTURE
- TYPICAL, BEYOND
SECTIONAL DOOR
ASSEMBLY
SIDE MOUNTED HEAVY DUTY
COMMERCIAL OPERATIOR
ON STEEL PLATE SUPPORT
INSULATED
TRANSLUCENT
PANEL ASSEMBLY
FNDN WALL
-SEE STRUCT DWGS
CMU ASSEMBLY
-BEYOND
EXTERIOR
141E
R-10, 100 PSI, RIGID INSULATION AT VEHICLE MAINTENANCE, TYP
-VERTICAL, DOWN TO TOP OF FOOTING
-HORIZ., COMPLETELY UNDER SLAB
HMA AS INDICATED ON
CIVIL DRAWINGS
CAST ALUMINUM
EXTERIOR SIGNAGE
- TYPICAL
TYPE 1
• INSULATED METAL
WALL PANELS
EXTERIOR LIGHT FIXTURE
- TYPICAL, BEYOND
TP6
TYPE 1
• INSULATED METAL
WALL PANELS
• GIRT SPACING IS SHOWN DIAGRAMATICALLY ONY, ACTUAL SPACING
WILL BE BY MBM.
• AVB SHALL BE SEALED TO ALL ROOF FABRIC AND ANY STRUCTURE
OR SYSTEMS WHICH PASSES THRU THE PLAIN OF THE AVB TO FORM
A CONTINUOUS AIR VAPOR BARRIER BETWEEN SPACES, TYP.
• SEE A0.31 FOR WALL AND ROOF ASSEMBLY TYPES
TYPICAL NOTES
0'1' 2' 3'
SCALE: 3/4" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
WALL SECTIONS
lV
A504
MF
BPM
DGT
2170117-E
CONFORMED
3/4" = 1'-0"1/ A2024WALL SECTION 13
3/4" = 1'-0"2/ A4023WALL SECTION 14
3/4" = 1'-0"1/ A2022WALL SECTION 15
3/4" = 1'-0"1/ A2021WALL SECTION - DPW VEHICLE MAINT.
10.3
D
VEHICLE
AND
EQUIPMENT
STORAGE
136
SMALL
ENGINE
REPAIR
SHOP
120
WOMEN'S
LOCKER
ROOM
118
F2
F2
1A
INTERIOR
STRUCT FRAMES
-SEE STRUCT
DWGS
FE
HVAC DUCT WORK
-SEE HVAC PLANS
F1A
INTERIOR
EXTERIOR
EXTERIOR
6
D
VEHICLE
AND
EQUIPMENT
STORAGE
136
DS
OUTLINE OF CMU
VENEER WALL
ASSEMBLY BELOW
DOWNSPOUT WITH
DOWNSPOUT
TRANSITION BOOT,
BELOW
TYPE 1, UPPER
WALL ASSEMBLY
STRUCT FRAMES
-SEE STRUCT DWGS
TYP
A632
1
TYPE 1, UPPER
WALL ASSEMBLY
INTERIOR
INTERIOR
INTERIOR
D
MECHANICAL
ROOM
134
TRAINING /
STORM
EVENT
ROOM
114
2F
F2
13 13.1
D
INTERIOR
EXTERIOR
TRAINING /
STORM
EVENT
ROOM
114
MECHANICAL
ROOM
134
INTERIOR
INTERIOR
F2
1A
OUTLINE OF CMU
VENEER WALL
ASSEMBLY BELOW
STRUCT FRAMES
-SEE STRUCT DWGS
TYPE 1, UPPER
WALL ASSEMBLY
TYPE 2 WALL
ASSEMBLY
1x8 PVC TRIM
6
I.1
I
VEHICLE
AND
EQUIPMENT
STORAGE
136
DPW
VEHICLE
MAINTENANCE
141
DS
F1
OUTLINE OF CMU
VENEER WALL
ASSEMBLY BELOW
TYPE 1, UPPER
WALL ASSEMBLY
CONT SEALANT AND
BACKER ROD
-TYP
DOWNSPOUT WITH
DOWNSPOUT TRANSITION
BOOT, BELOW
INSULATED
SECTIONAL DOOR
ASSEMBLY
TYPE 1, UPPER
WALL ASSEMBLY
STRUCT FRAMES
-SEE STRUCT
DWGS
CONT SEALANT AND
BACKER ROD
-TYP
CONT SEALANT AND
BACKER ROD
-TYP
INTERIOR
8 8.2
I.1
I
VEHICLE
AND
EQUIPMENT
STORAGE
136
PARTS
ROOM
137
EXTERIOR
F1
OUTLINE OF CMU
VENEER WALL
ASSEMBLY BELOW
TYPE 1, UPPER
WALL ASSEMBLYINTERIOR
CONT SEALANT AND
BACKER ROD
-TYP
CORNER BEAD
-TYPICAL
CONT SEALANT AND
BACKER ROD
-TYP
8
EXTERIOR
INTERIOR
INTERIOR
138A
8A-2H
PARTS
ROOM
137
FLUIDS
ROOM
138
OUTLINE OF CMU
VENEER WALL
ASSEMBLY BELOW
MINERAL WOOL
FIRESTOPPING SEALANT
AND BACKER MATERIAL
- TYP
MINERAL WOOL
FIRESTOPPING SEALANT
AND BACKER MATERIAL
- TYPICAL
A631
6
SIM
TYPE 1, UPPER
WALL ASSEMBLY
EXTERIOR
INTERIOR
L
MECHANICS
OFFICE
140
DPW
VEHICLE
MAINTENANCE
141
INTERIOR
141B
1D
8A
OUTLINE OF CMU
VENEER WALL
ASSEMBLY BELOW
6.3
6.3
1D1D
5/8" GWB
TYPE 1, UPPER
WALL ASSEMBLY
2 1/2" MTL
STUDS
STRUCT STL
-SEE STRUCT DWGS
CORNER BEAD
-TYPICAL
TYP
A631
6
B.2
10.3
B
MUSTER
ROOM /
TRAINING
125
SHARED
GENERAL
WORKSHOP
122
SIGN SHOP
124
F2
1A INTERIOR
EXTERIOR
DS
OUTLINE OF CMU
VENEER WALL
ASSEMBLY BELOW DOWNSPOUT WITH
DOWNSPOUT
TRANSITION BOOT,
BELOW
TYPE 2 WALL
ASSEMBLY
STRUCT FRAMES
-SEE STRUCT DWGS
TYPE 2 WALL
ASSEMBLY
INTERIOR
STRUCT FRAMES
-SEE STRUCT
DWGS
CORNER BEAD
-TYPICAL
1x8 PVC
TRIM
13
B.2
13.1
B
ADMIN
AREA
132
PARKS
SUPERVISOR
OFFICE
128
INTERIOR
INTERIOR
EXTERIOR
1D 1A
1D
DS
OUTLINE OF CMU
VENEER WALL
ASSEMBLY BELOW
DOWNSPOUT WITH
DOWNSPOUT
TRANSITION BOOT,
BELOW
TYPE 2 WALL
ASSEMBLY
STRUCT FRAMES
-SEE STRUCT
DWGS
PVC TRIM
TYPE 2 WALL
ASSEMBLY
A.1
A A
9.8
FACILITIES
CARPENTRY
SHOP
123
SIGN SHOP
124
EXTERIOR
INTERIOR
INTERIOR
8A
OUTLINE OF CMU
VENEER WALL
ASSEMBLY BELOW
STRUCT FRAMES
-SEE STRUCT DWGS
TYPE 2 WALL
ASSEMBLY
PVC TRIM
ALUMINUM
STOREFRONT
WINDOW ASSEMBLY
CONT SEALANT &
BACKER ROD
-TYP
CONT SEALANT &
BACKER ROD
-TYP
8.5
D
MOWER
REPAIR
SHOP
121
VEHICLE
AND
EQUIPMENT
STORAGE
136
EXTERIOR
INTERIOR
INTERIOR
DSOUTLINE OF CMU
VENEER WALL
ASSEMBLY BELOW
DOWNSPOUT WITH
DOWNSPOUT
TRANSITION BOOT,
BELOW
TYPE 2 WALL
ASSEMBLY
STRUCT FRAMES
-SEE STRUCT
DWGS
CORNER BEAD
-TYPICAL
PVC TRIM
F1ACONT SEALANT
AND BACKER ROD
-TYP
0'6" 1' 2'
SCALE: 1 1/2" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
PLAN DETAILS I
A601
MF
BPM
DGT
2170117-E
CONFORMED
1 1/2" = 1'-0"1/ A2015PARTIAL FLOOR PLAN - SHOPS & EMPLOYEE FACILITIES - 5
1 1/2" = 1'-0"6 PARTIAL FLOOR PLAN - SHOPS & EMPLOYEE FACILITIES - 6
1 1/2" = 1'-0"1/ A2017PARTIAL FLOOR PLAN - SHOPS & EMPLOYEE FACILITIES - 7
1 1/2" = 1'-0"1/ A2018PARTIAL FLOOR PLAN - SHOPS & EMPLOYEE FACILITIES - 8
1 1/2" = 1'-0"1/ A2049PARTIAL FLOOR PLAN - VEHICLE MAINTENANCE - 1
1 1/2" = 1'-0"1/ A20410PARTIAL FLOOR PLAN - VEHICLE MAINTENANCE - 2
1 1/2" = 1'-0"1/ A20411PARTIAL FLOOR PLAN - VEHICLE MAINTENANCE - 3
1 1/2" = 1'-0"1/ A20412PARTIAL FLOOR PLAN - VEHICLE MAINTENANCE - 4
1 1/2" = 1'-0"1/ A2012PARTIAL FLOOR PLAN - SHOPS & EMPLOYEE FACILITIES - Callout 2
1 1/2" = 1'-0"1/ A2011PARTIAL FLOOR PLAN - SHOPS & EMPLOYEE FACILITIES - Callout 4
1 1/2" = 1'-0"1/ A2013PARTIAL FLOOR PLAN - SHOPS & EMPLOYEE FACILITIES - Callout 5
1 1/2" = 1'-0"1/ A20113PARTIAL FLOOR PLAN - SHOPS & EMPLOYEE FACILITIES - Callout 6
EXTERIOR
FIBER CEMENT
LAP SIDING
-5" EXPOSURE
FIBER CEMENT
SIDING WALL
ASSEMBLY
EXTERIOR SHEATHING
AIR & MOISTURE
BARRIER
1x8 FIBER CEMENT
TRIM CORNER
BOARDS7 1/4"7 1/4"
CONT SEALANT AND
BACKER ROD
-TYPICAL
EXTERIOR
FIBER CEMENT
LAP SIDING
-5" EXPOSURE FIBER CEMENT
SIDING WALL
ASSEMBLY
EXTERIOR
SHEATHING AIR & MOISTURE
BARRIER
CONT SEALANT
AND BACKER ROD
-TYPICAL
1x8 FIBER CEMENT
TRIM CORNER
BOARDS
8" COLD-FORMED
METAL STUD WALL
EXTERIOR
FIBER CEMENT
LAP SIDING
-5" EXPOSURE
FIBER CEMENT
SIDING WALL
ASSEMBLY
AIR &
MOISTURE
BARRIER
1x8 FIBER CEMENT
TRIM CORNER
BOARDS
CONT SEALANT
AND BACKER ROD
-TYPICAL
EXTERIOR
FIBER CEMENT
LAP SIDING
-5" EXPOSURE
FIBER CEMENT
SIDING WALL
ASSEMBLY
EXTERIOR
SHEATHING
AIR & MOISTURE
BARRIER
CONT SEALANT
AND BACKER ROD
-TYPICAL
8" COLD-FORMED
METAL STUD WALL
7 1/4"7 1/4"INTERIOR
INTERIOR
EXTERIOR
SHEATHING
0'3" 6" 1'
SCALE: 3" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
PLAN DETAILS II
A602
MF
BPM
DGT
2170117-E
CONFORMED
3" = 1'-0"1/ A2011SIDING DETAIL - OUTSIDE CORNER
3" = 1'-0"2 SIDING DETAIL - INSIDE CORNER
A611
3
4" NOMINAL CMU VENEER
BY MASONRY FSB
1/2" PVC PANEL
6" GALV. METAL STUD
FRAMING, SPAN BETWEEN
HORIZONTAL GIRT FRAMING,
TYP.
1/2" PVC FURRING SLOPED
TO DRAIN, SHIM AS NEEDED
AVB, STOP 6" FROM
FLOOR
INTERIOR
EXTERIOR
TOP OF CONCRETE KNEE WALL
ELEV: 4'-4"
T.O. CONC FLOOR SLAB
ELEV: 0'-0"
FINISH GRADE
- VARIES
CAST-IN-PLACE CONCRETE
KNEE WALL
PVC BASE TRIMFURRING SPACING 4' - 0" MAX5/8" PRESSURE TREATED
PLYWOOD TO 8' - 0" HEIGHT
ABOVE CONCRETE WALL.
EXTERIOR SHEATING
ABOVE PLYWOOD. TYP AT
ALL WASH BAY WALLS
VAPOR RETARDER
R-10 RIGID INSULATION
UNDER SLAB, 4'-0" OUT FROM
FOUNDATION WALL. TYPICAL
ENTIRE PERIMETER
CONC
8"
1/2" PVC FURRING SLOPED
TO DRAIN
CONT AIR & VAPOR BARRIER
OVER CONT THRU-WALL
FLASHING
WEEPS AT 32" O.C.
HORIZ BY MASONRY FSB
MORTAR NET BY MASONRY FSB CONT THRU-WALL FLASHING
BY MASONRY FSB
STAINLESS STL DRIP
EDGE BY MASONRY FSB
1/2" Ø X 8" LONG STAINLESS
STEEL PIN AT TOP COURSE, 2 PER
16" NOMINAL BLOCK BY MASONRY
FSB, MORTAR IN PLACE
VENEER WIRE TIE ANCHOR
BY MASONRY FSB
CONT CONCRETE FNDN
WALL, REFER TO STRUCT
DWGS
OUTSIDE FACE OF STRUCT
LINE / CONC KNEE WALL
DOWNSPOUTS BY MTL BLDG
MANUF, BEYOND, REFER TO
PLAN & ELEV FOR
LOCATIONS
UNDERGROUND
DRAINAGE, REFER TO
CIVIL DWGS
SILL FLASHING ASSEMBLY
BY MTL BLDG MANUF
4" MTL WALL PANEL ASSEMBLY
BY MTL BLDG MANUF
NOTE:ADJUST FLASHING AND CAVITY
GROUT BASED ON EXTERIOR FINISH
GRADES, REFER TO CIVIL DWGS
SIM
R-10 RIGID INSULATION TO
TOP OF FOOTING, TYPICAL
ENTIRE PERIMETER
T.O. BRICK SHELF
ELEV: -0'-12"
B.O. CONC FOOTING
ELEV: VARIES 1' - 0"6"SEALANT, TYP
VEHICLE AND
EQUIPMENT
STORAGE AND
VEHICLE
MAINTENANCEEXTERIOR
OUTSIDE FACE OF STRUCT
LINE / CONC KNEE WALL
4" MTL WALL PANEL ASSEMBLY
BY MTL BLDG MANUF
TOP OF CONCRETE KNEE WALL
GALV. STL ANGLE BY METAL
BLDG MANUF
PROVIDE CONT BED OF WATER BLOCK
SEALANT BETWEEN ANGLE AND KNEE
WALL PRIOR TO INSTALLING ANGLE BY
METAL BLDG MANUF
T.O. CONC FLOOR SLAB
ANCHOR BOLTS AS REQ'D BY
METAL BF MANUF WRITTEN
RECOMMENDATIONS, DRILL &
EPOXY INTO CONC KNEE WALL
DOWNSPOUTS BY MTL BLDG
MANUF, BEYOND, REFER TO
PLAN & ELEV FOR LOCATIONS
CAST-IN-PLACE CONC KNEE WALL
FINISH GRADE
- VARIES
CONT CONCRETE FNDN
WALL, REFER TO STRUCT
DWGS
CONT AIR & VAPOR BARRIER
OVER CONT THRU-WALL
FLASHING BY MASONRY FSB
1/2" Ø X 8" LONG STAINLESS
STEEL PIN AT TOP COURSE,
2 PER 16" NOMINAL BLOCK
BY MASONRY FSB, MORTAR
IN PLACE
WEEPS AT 32" O.C.
HORIZ BY MASONRY FSB
MORTAR NET BY
MASONRY FSB
CONT THRU-WALL
FLASHING BY MASONRY FSB
STAINLESS STEEL DRIP
EDGE. BY MASONRY FSB FILL CAVITY SOLID W/ GROUT
- PITCH TOP TO DRAIN
T.O. BRICK SHELF1' - 0"UNDERGROUND
DRAINAGE, REFER TO
CIVIL DWGS
VENEER WIRE TIE ANCHOR
BY MASONRY FSB
SILL FLASHING ASSEMBLY
BY MTL BLDG MANUF
TRANSITION STRIP
4' - 4"VAPOR RETARDER
R-10 RIGID INSULATION
UNDER SLAB, 4'-0" OUT
FROM FOUNDATION WALL
ELEV: -0'-12"
ELEV: 0'-0"
ELEV: 4'-4"
4" NOMINAL CMU VENEER
STRUCTURAL
FRAME,
BEYOND
R-10 RIGID INSULATION TO
TOP OF FOOTING, TYPICAL
ENTIRE PERIMETER
SEALANT, TYP
NOTE:ADJUST FLASHING AND CAVITY
GROUT BASED ON EXTERIOR FINISH
GRADES, REFER TO CIVIL DWGS
A611
3
3" RIGID INSULATION
4" NOMINAL CMU
VENEER SILL
B.O. CONC FOOTING
ELEV: VARIES
EXTERIOR
TOP OF CMU
ELEV: VARIES
METAL SILL FLASHING
BY MBM, SLOPE TO
DRAIN, SET IN BED OF
SEALANT
4" VERTICAL INSULATED
METAL PANEL
CONT SEALANT BY
MTL BLDG MANUF
OUTSIDE FACE OF
STRUCT LINE / CONC
KNEE WALL
GALV STEEL ANGLE BY
METAL BLDG MANUF
PROVIDE CONT BED OF WATER
BLOCK SEALANT BETWEEN
ANGLE AND KNEE WALL PRIOR
TO INSTALLING ANGLE BY
METAL BLDG MANUF
ANCHOR BOLTS AS REQ'D BY
METAL BF MANUF WRITTEN
RECOMMENDATIONS
- DRILL & EPOXY INTO CONC
KNEE WALL
CONTINUOUS AVB, RETURN
UP THE VERTICAL LEG OF
THE SILL ANGLE
INTERIOR
GIRT LOCATIONS ARE
APPROXIMATE
- MTL BLDG MANUF TO DESIGN
GIRT LOCATIONS AS
NECESSARY
1' - 4 5/16"
4" NOMINAL CMU VENEER,
TOP BLOCK TO HAVE
CHAMFERED FINISHED
EDGE
3" RIGID INSULATION
AIR SPACE
CONTINUOUS AIR &
VAPOR BARRIER
CONCRETE KNEE WALL
METAL TRIM
ANGLED SHIM
1/2"ITEMS SHOWN SPACED OUT FOR
CLARITY. ANGLE TO BE ALIGNED WITH
OUTSIDE FACE OF CONCRETE WALL
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
SECTION DETAILS
I
A611
MF
BPM
DGT
2170117-E
CONFORMED
1 1/2" = 1'-0"4/ A5042METAL PANEL TO CMU WALL TRANSITION - WASH BAY
1 1/2" = 1'-0"1/ A50215'-4" METAL PANEL TO CMU WALL TRANSITION - CONCRETE BACKUP
6" = 1'-0"1/ A6113CAP FLASHING AT CMU VENEER TO METAL PANEL TRANSITION - CONC BACK UP WALL
A612
4
INTERIOR
EXTERIOR
OUTSIDE FACE OF
STRUCT LINE
TOP OF CMU VENEER
ELEV: 3'-4"
T.O. CONC FLOOR SLAB
ELEV: 0'-0"
DOWNSPOUTS BY MTL
BLDG MANUF, BEYOND,
REFER TO PLAN & ELEV
FOR LOCATIONS
COLD FORM METAL
STUD BACK-UP WALL
R-10 RIGID INSULATION
DOWN TO TOP OF FOOTING,
TYPICAL ENTIRE PERIMETER
FINISH GRADE
- VARIES
CONT CONCRETE FNDN
WALL, REFER TO
STRUCT DWGS
CONT AIR & VAPOR
BARRIER OVER CONT
THRU-WALL FLASHING
BY MASONRY FSB
WEEPS AT 32" O.C. HORIZ
BY MASONRY FSB
MORTAR NET BY
MASONRY FSB
CONT THRU-WALL
FLASHING BY
MASONRY FSBSTAINLESS STL DRIP
EDGE BY MASONRY FSB
T.O. BRICK SHELF
ELEV: -0'-8"
UNDERGROUND
DRAINAGE, REFER
TO CIVIL DWGS
SILL FLASHING ASSEMBLY
BY MTL BLDG MANUF
EXTERIOR SHEATHING
BASE AS SCHEDULED
1/2" Ø X 8" LONG STAINLESS
STEEL PIN AT TOP COURSE,
2 PER 16" NOMINAL BLOCK
BY MASONRY FSB, MORTAR
IN PLACE
FILL CAVITY SOLID W/ GROUT
- PITCH TOP TO DRAIN3' - 4"8"3" RIGID INSULATION
B.O. CONC FOOTING
ELEV: VARIES
VAPOR RETARDER
R-10 RIGID INSULATION
UNDER SLAB, 4'-0" OUT
FROM FOUNDATION WALL
NOTE:SECTION DETAIL HAS
BEEN EXAGERADED TO SHOW
ALL SYSTEM COMPONENTS.
INTERIOR
TOP OF CMU
ELEV: 3' - 4"
FIBER CEMENT SIDING
- REFER TO ELEVATIONS FOR
SPECIFIC EXPOSURE AND TYPE
1x8 PVC TRIM W/
CONCEALED
FASTENERS
EXTERIOR
SHEATHING
WEATHER BARRIER 2" "Z" FURRING W/
THERMAL BREAK
-FILLED WITH RIGID
INSULATION (R-10 +/-)
COLD-FORMED
METAL STUD WALL
STRUCT FRAME BY MTL
BLDG MANUF, MBM
BEYOND
-SEE STRUCT DWGS
CONTINUOUS PT
2x WD BLKG
DOWNSPOUT
-BEYOND
EXTERIOR
4" NOMINAL CMU VENEER,
TOP BLOCK TO HAVE
CHAMFERED FINISHED
EDGE
3" RIGID INSULATION
AIR SPACE
CONTINUOUS AIR &
VAPOR BARRIER
1/2" Ø X 8" LONG STAINLESS
STEEL PIN AT TOP COURSE,
2 PER 16" NOMINAL BLOCK
- MORTAR IN PLACE
METAL SILL FLASHING BY
MBM, SLOPE TO DRAIN,
SET IN BED OF SEALANT
AVB TRANSITION STRIP
CONCRETE KNEE
WALL W/ CHAMFER
-SEE STRUCT DWGS
ANGLED SHIM
A612
2
INTERIOR
EXTERIOR
OUTSIDE FACE OF
STRUCT LINE
TOP OF CMU VENEER
ELEV: 3'-4"
T.O. CONC FLOOR SLAB
ELEV: 0'-0"
DOWNSPOUTS BY MTL
BLDG MANUF, BEYOND,
REFER TO PLAN & ELEV
FOR LOCATIONS
R-10 RIGID INSULATION
DOWN TO TOP OF FOOTING,
TYPICAL ENTIRE PERIMETER
FINISH GRADE
- VARIES
CONT CONCRETE FNDN
WALL, REFER TO
STRUCT DWGS
CONT AIR & VAPOR
BARRIER OVER CONT
THRU-WALL FLASHING
BY MASONRY FSB
WEEPS AT 32" O.C. HORIZ
BY MASONRY FSB
MORTAR NET BY
MASONRY FSB
CONT THRU-WALL
FLASHING BY
MASONRY FSBSTAINLESS STL DRIP
EDGE BY MASONRY FSB
T.O. BRICK SHELF
ELEV: -0'-8"
UNDERGROUND
DRAINAGE, REFER
TO CIVIL DWGS
SILL FLASHING ASSEMBLY
BY MTL BLDG MANUF
1/2" Ø X 8" LONG STAINLESS
STEEL PIN AT TOP COURSE,
2 PER 16" NOMINAL BLOCK
BY MASONRY FSB, MORTAR
IN PLACE
FILL CAVITY SOLID W/ GROUT
- PITCH TOP TO DRAIN3' - 4"8"3" RIGID INSULATION
B.O. CONC FOOTING
ELEV: VARIES
VAPOR RETARDER
R-10 RIGID INSULATION
UNDER SLAB, 4'-0" OUT
FROM FOUNDATION WALL
CONT SEALANT & PMJF
NOTE:SECTION DETAIL HAS
BEEN EXAGERADED TO SHOW
ALL SYSTEM COMPONENTS.
INTERIOR
TOP OF CMU
ELEV: 3' - 4"
FIBER CEMENT SIDING
- REFER TO ELEVATIONS FOR
SPECIFIC EXPOSURE AND TYPE
1x8 PVC TRIM W/
CONCEALED
FASTENERS
EXTERIOR
SHEATHING
WEATHER BARRIER 2" "Z" FURRING W/
THERMAL BREAK
-FILLED WITH RIGID
INSULATION (R-10 +/-)
COLD-FORMED
METAL STUD WALL
STRUCT FRAME BY MTL
BLDG MANUF, MBM
BEYOND
-SEE STRUCT DWGS
2
X
2
6
CONTINUOUS PT
2x WD BLKG
DOWNSPOUT
-BEYOND
EXTERIOR
4" NOMINAL CMU VENEER,
TOP BLOCK TO HAVE
CHAMFERED FINISHED
EDGE
3" RIGID INSULATION
AIR SPACE
CONTINUOUS AIR &
VAPOR BARRIER
1/2" Ø X 8" LONG STAINLESS
STEEL PIN AT TOP COURSE,
2 PER 16" NOMINAL BLOCK
- MORTAR IN PLACE
METAL SILL FLASHING BY
MBM, SLOPE TO DRAIN,
SET IN BED OF SEALANT
AVB TRANSITION STRIP
ANGLED SHIM STANDING SEAM MTL
ROOF PANEL BY MTL BLDG
MANUF
RAKE TRIM CLOSURE BY
MTL BLDG MANUF
CONT SEALANT BY MTL
BLDG MANUF
PURLIN ROOF
STRUCTURE /
INSULATION LAYER
UPPER INSULATION
LAYER W/ THERMAL
BLOCKS, MIN R-5
THERMAL BLOCKS
STRUCTURAL
FRAME BY MTL
BLDG MANUF
RAKE STRUT BY MTL
BLDG MANUF
OUTSIDE FACE OF
STRUCT LINE
EXTERIOR
INTERIOR
1' - 2"
1x PVC RAKE TRIM
1/2"14" +/-2x PT
BLOCKING
MINERAL FIBER
CEMENT SOFFIT
2 X X
2
1x12 PVC
FRIEZE BOARD
FIBER CEMENT SIDING
STANDING SEAM MTL
ROOF PANEL BY MTL BLDG
MANUF
PURLIN ROOF
STRUCTURE /
INSULATION LAYER
UPPER INSULATION
LAYER W/ THERMAL
BLOCKS, MIN R-5
THERMAL BLOCKS
STRUCTURAL
FRAME BY MTL
BLDG MANUF
OUTSIDE FACE OF
STRUCT LINE
EXTERIOR
1x PVC FASCIA TRIM
2x PT
BLOCKING
MINERAL FIBER
CEMENT SOFFIT
1x8 PVC FRIEZE
BOARD
GUTTER STRAP BY
MTL BLDG MANUF
MTL GUTTER BY
MTL BLDG MANUF
DOWNSPOUTS BY MTL
BLDG MANUF
- BEYOND, REFER TO PLAN
& ELEVS FOR LOCATIONS
EAVE GIRT BY MTL
BLDG MANUF
SNOW-GUARD
ASSEMBLY BY MTL
BLDG MANUF
1' - 2"
2
X
2
X 2 X
FIBER CEMENT SIDING1/2"14" +/-
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
SECTION DETAILS
II
A612
MF
BPM
DGT
2170117-E
CONFORMED
1 1/2" = 1'-0"1/ A5011MINERAL FIBER CEMENT TO CMU WALL TRANSITION - METAL STUD BACKUP
6" = 1'-0"3/ A6122CAP FLASHING AT CMU VENEER TO MINERAL FIBER CEMENT - CONC WALL BACK-UP
1 1/2" = 1'-0"4/ A5023MINERAL FIBER CEMENT TO CMU WALL TRANSITION - CONC WALL & METAL STUD BACKUP
6" = 1'-0"1/ A6124CAP FLASHING AT CMU VENEER TO MINERAL FIBER CEMENT - MTL STUD BACK UP
1 1/2" = 1'-0"1/ A2115RAKE DETAIL - FIBER CEMENT SIDING
1 1/2" = 1'-0"1/ A2116SOFFIT DETAIL - FIBER CEMENT SIDING
TYPICAL BOX-OUT FOR PRE-
ENGINEERED MTL BLDG
FRAME @ VEHICLE WASH BAY
- 1/2" PVC PANEL
- 1/2" PVC FURRING
- AVB
- 5/8" EXTERIOR SHEATING
- GALV METAL STUD FRAMING
EXTERIORINTERIOR
TYPE 3 - UPPER EXTERIOR
WALL ASSEMBLY
STANDING SEAM
METAL ROOF
ASSEMBLY
RAKE TRIM CLOSURE
BY MTL BLDG MANUF
CONT SEALANT
ELEVATION OF PVC EQUIPMENT BLOCKING
1/2" PVC PANEL
1/2" PVC FURRING
1 1/2" X 1 1/2" L-TRIM
BLOCKING SIZE & LOCATION
AS REQUIRED TO SUPPORT
ALL SURFACE MOUNTED
EQUIPMENT & SYSTEMS IN
WASH BAY
1 1/4" PVC BLOCKING
AVB
EXTERIOR SHEATING
GALV STEEL BACKING
AS REQUIRED
STAINLESS STEEL
FASTENERS
1 1/2" X 1 1/2" L-TRIM
1/2" PVC PANEL
1/2" PVC FURRING
METAL STUD
WALL
METAL STUD
WALL
1 1/2" X 1 1/2" L-TRIM
1 1/4" PVC BLOCKING
CUT OUT AT PVC PANEL
EQUIPMENT OUTLET
INTERIOR EXTERIOR
A613
8
TYPE 3 - UPPER EXTERIOR
WALL ASSEMBLY
CORE DRILL EXIST CONC SLAB (FLOOR
2) AND SLAB ON GRADE (FLOOR 1)
ASSEMBLIES & EPOXY GROUT #5
REBAR DOWEL REINF - 2'-6" TALL WITH
A 2 1/2" MIN EMBEDMENT AT 24" O.C. -
MIN THREE (3) PER WALL
- 4" MIN CONC THICKNESS TO 1'-6" ± THICK
CONC ONE-WAY SLAB AT FLOOR 2
- 4" CONC SLAB ON GRADE AT FLOOR 1
PROVIDE PAINTED 16 GAUGE
ALUMINUM CLOSURE ANGLE AT
EXPOSED CONDITIONS ONLY,
ATTACH ANGLE TO DECK ONLY
- COORDINATE WITH REFLECTED
CEILING PLANS FOR EXPOSED
CONDITIONS
FIRESAFING INSULATION
IN DECK VOID FILL: VOID OR CAVITY MATERIAL
AS PER U.L. JOINT SYSTEM HW-
D-0030JOINT STABILIZING ANCHOR
AT 16" O.C. IN MASONRY
HEAD JOINT ATTACHED TO
METAL DECK
RATED CONC BLOCK WALL
- SEE FLOOR PLAN FOR
WALL TYPES
SPRAY-ON FIREPROOFING AS
OCCURS
PROVIDE PAINTED 16 GAUGE
ALUMINUM CLOSURE ANGLE AT
EXPOSED CONDITIONS ONLY,
ATTACH ANGLE TO DECK ONLY
- COORDINATE WITH REFLECTED
CEILING PLANS FOR EXPOSED
CONDITIONS
FILL VOIDS IN DECK
WITH INSULATION
PROVIDE FIRESTOPPING
AT RATED WALLS
JOINT STABALIZING ANCHOR
AT 16" O.C. IN MASONRY HEAD
JOINT ATTACHED TO METAL
DECK
CONC BLOCK WALL
- SEE FLOOR PLAN
FOR WALL TYPES
SPRAY-ON FIREPROOFING
AS OCCURS
AVB
EXTERIOR
SHEATHING
STARTER STRIP BUILDS OUT
SIDING TO THE PROPER ANGLE
ENDS OF PLANKS MUST LAND
OVER A STUD
BUTT JOINT BACKER
FLASHING
STAGGER BUTT JOINTS A MINIMUM
OF 2 STUDS BAYS FOR 16 IN 0.C.
FRAMING
INSTALL FACTORY ENDS OF
PLANKS AT BUTT JOINTS FRAMING SQUARE AND TORPEDO
LEVEL TRANSFER THE COURSE
ELVATIONS
REFER TO MANUFACTURER'S
WRITTEN RECOMMENDATIONS
TOUCH-UP CUT
ENDS IF NEEDED
WITH FACTORY
MATCHED PAINT
INTERIOR
1/2" MOISTURE
RESISTANT GYP BD
ATTACHED TO 1x3
FURRING AT 12" O.C.
EACH WAY
1/2" MOISTURE RESISTANT GYP
BD ATTACHED TO 1x3 FURRING
AT 12" O.C. EACH WAY
CONT SEALANT
- ENTIRE LENGTH
CONT SEALANT
- ENTIRE LENGTH 8"SIGNAGE, 4" RED LETTERING ON
WHITE BACKGROUND TO READ
"DO NOT PLACE MATERIALS ON
TOP OF SURFACE"
PVC TRIM BOARD
BOND BEAM
8" CMU, PTD TOP OF CMU10' - 0" A.F.F.
12"
2"
3/4" BC THICK, FIRE
RETARDENT PLYWOOD
STANDING SEAM ROOF ASSEMBLY
STEEL CHANNEL
C8, 18 GUAGE SPACED
FRAMING AT 12" O.C.
6"
BATT INSULATION
STEEL CHANNEL
ANCHOR BOLT
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
SECTION DETAILS
III
A613
MF
BPM
DGT
2170117-E
CONFORMED
1 1/2" = 1'-0"6 RAKE DETAIL @ VEHICLE WASH BAY
6" = 1'-0"8 VEHICLE WASH BAY EQUIPMENT BLOCKING SECTION ENLARGED DETAIL
1 1/2" = 1'-0"7 VEHICLE WASH BAY EUIPMENT BLOCKING SECTION DETAIL
3" = 1'-0"3 SECTION DETAIL - TYPICAL BOTTOM OF WALL DETAIL
1 1/2" = 1'-0"4 TYP. RATED T.O. WALL (MASONRY)
1 1/2" = 1'-0"5 CMU WALL/ROOF DECK DEFLECTION
1 1/2" = 1'-0"1 MINERAL FIBER CEMENT BEST PRACTICE
1 10.04.19 Addendum #1
1 1/2" = 1'-0"2/ A2042WASH EQUIP - ROOF DETAIL
1
1
UPPER INSULATION
LAYER W/ THERMAL
BLOCKS, MIN. R-5
PURLIN ROOF
STRUCTURE
INSULATION
LAYER UPPER INSULATION
LAYER W/ THERMAL
BLOCKS, MIN. R-5
PURLIN ROOF
STRUCTURE
INSULATION
LAYER
EXTERIOR
INTERIORTAPE MASTIC UNDER RIB
COVER BY MTL BLDG MANUF
BACKER CHANNEL BY
MTL BLDG MANUF
PROVIDE
SUPPLEMENTAL
STEEL SUPPORT
FRAMING REQ'D
AT CURB
- BY MTL BLDG
MANUF
COORD WITH HVAC
ROOF OPNG
WATER DIVERTER BY
MTL BLDG MANUF
RIB COVER BY MTL BLDG
MANUF, INSTALL PER
MANUF INSTRUCTIONS
RUBBER ROD STOCK ADHERED IN
PLACE BY MTL BLDG MANUF
PRE-FAB MTL CURB BY
MTL BLDG MANUF
MECHANICALLY
SECURE PRE-FAB CURB
TO ROOF STRUCTURE
STANDING SEAM
MTL ROOF PANEL
ASSEMBLY BY MTL
BLDG MANUF
LIGHT GAUGE MTL STUD
STRUCTURAL CURB BY
MTL BLDG MANUF
UPPER INSULATION
LAYER W/ THERMAL
BLOCKS, MIN. R-5
PURLIN ROOF
STRUCTURE
INSULATION LAYER UPPER INSULATION
LAYER W/ THERMAL
BLOCKS, MIN. R-5
PURLIN ROOF
STRUCTURE
INSULATION LAYER
EXTERIOR
INTERIORTAPE MASTIC UNDER RIB
COVER BY MTL BLDG MANUF
BACKER CHANNEL BY
MTL BLDG MANUF
PROVIDE
SUPPLEMENTAL
STEEL
SUPPORT
FRAMING REQ'D
AT CURB
- BY MTL BLDG
MANUF
COORD WITH HVAC
ROOF OPNG
WATER DIVERTER BY
MTL BLDG MANUF
RIB COVER BY MTL BLDG
MANUF, INSTALL PER
MANUF INSTRUCTIONS
RUBBER ROD STOCK ADHERED IN
PLACE BY MTL BLDG MANUF
PRE-FAB MTL CURB BY
MTL BLDG MANUF
MECHANICALLY
SECURE PRE-FAB CURB
TO ROOF STRUCTURE
STANDING SEAM MTL
ROOF PANEL
ASSEMBLY BY MTL
BLDG MANUF
LIGHT GAUGE MTL STUD
STRUCTURAL CURB BY MTL
BLDG MANUF
ROOF TOP UNIT (RTU)
- SEE HVAC DRAWINGS
1. COORDINATE SIZE AND LOCATION OF TOP UNITS WITH
HVAC DRAWINGS
2. ALL CURBS MUST BE INSTALL OVER SUPPORT FRAMING,
SUPPLIED BY THE METAL BLDG MANUF. SUPPPORT
FRAMING MUST BE PROPERLY LOCATED TO PROVIDE
"ENDLAP" CONDITIONS AT THE UPSLOPE AND DOWNSLOPE
ENDS OF THE CURB.
CL
COORD WITH HVAC
DUCT OPNG45.00°1' - 0"CL
RUBBER ROD STOCK ADHERED
IN PLACE BY MTL BLDG MANUF
PRE-FAB MTL CURB BY
MTL BLDG MANUF
MECHANICALLY
SECURE PRE-FAB CURB
TO ROOF STRUCTURE
UPPER INSULATION
LAYER W/ THERMAL
BLOCKS, MIN. R-5
PURLIN ROOF
STRUCTURE
INSULATION LAYER
STANDING SEAM
MTL ROOF PANEL
ASSEMBLY BY MTL
BLDG MANUF
UPPER INSULATION
LAYER W/ THERMAL
BLOCKS, MIN. R-5
PURLIN ROOF
STRUCTURE
INSULATION LAYER
EXTERIOR
INTERIORTAPE MASTIC UNDER
RIB COVER BY MTL
BLDG MANUF
BACKER CHANNEL BY
MTL BLDG MANUF PROVIDE SUPPLEMENTAL
STEEL SUPPORT FRAMING
REQ'D AT CURB
- BY MTL BLDG MANUF
WATER DIVERTER BY
MTL BLDG MANUF
RIB COVER BY MTL
BLDG MANUF
- INSTALL PER MANUF
INSTRUCTIONS
LIGHT GAUGE MTL STUD STRUCTURAL
CURB BY MTL BLDG MANUF
CONT SEALANT BY MTL
BLDG MANUF
STAINLESS STEEL CLAMPING
RING BY MTL BLDG MANUF
WATER CUT-OFF MASTIC BY
MTL BLDG MANUF
INSECT / BIRD
SCREEN
UPPER INSULATION
LAYER W/ THERMAL
BLOCKS, MIN. R-5
PURLIN ROOF
STRUCTURE
INSULATION LAYER UPPER INSULATION
LAYER W/ THERMAL
BLOCKS, MIN. R-5
PURLIN ROOF
STRUCTURE
INSULATION LAYER
EXTERIOR
INTERIORTAPE MASTIC UNDER RIB
COVER BY MTL BLDG MANUF
BACKER CHANNEL BY MTL
BLDG MANUF
PROVIDE
SUPPLEMENTAL STEEL
SUPPORT FRAMING
REQ'D AT CURB
- BY MTL BLDG MANUF
COORD WITH HVAC
ROOF OPNG
WATER DIVERTER BY
MTL BLDG MANUF
RIB COVER BY MTL BLDG
MANUF, INSTALL PER
MANUF INSTRUCTIONS
RUBBER ROD STOCK ADHERED IN
PLACE BY MTL BLDG MANUF
PRE-FAB MTL CURB BY
MTL BLDG MANUF
MECHANICALLY
SECURE PRE-FAB CURB
TO ROOF STRUCTURE
STANDING SEAM MTL
ROOF PANEL
ASSEMBLY BY MTL
BLDG MANUF
STRUCTURAL CURB BY
MTL BLDG MANUF
FLUE / HOT STACK
- REFER TO HVAC DWGS
CONT SEALANT BY MTL
BLDG MANUF
.032" CONT SHT MTL RAIN
HOOD W/ S.S. CLAMPING
RING BY MTL BLDG MANUF
EXTERIOR
LIGHT GAUGE MTL STUD
STRUCTURAL CURB BY MTL
BLDG MANUFMIN 8 "
1/8" THICK BENT STL PLATE BY
MTL BLDG MANUF
- SET BASE IN WATER CUT-OFF
MASTIC & SECURE TO BLKG
STANDING SEAM MTL
ROOF PANEL
ASSEMBLY BY MTL
BLDG MANUF
RUBBERIZED "BOOT" FLASHING
BY MTL BLDG MANUF
SET RUBBERIZED "BOOT" INTO
CONT BEAD OF SEALANT BY MTL
BLDG MANUF
- APPLY SEALANT AT ALL
FASTENER HEADSUPPER INSULATION
LAYER W/ THERMAL
BLOCKS, MIN. R-5
PURLIN ROOF
STRUCTURE
INSULATION LAYER UPPER INSULATION
LAYER W/ THERMAL
BLOCKS, MIN. R-5
PURLIN ROOF
STRUCTURE
INSULATION LAYER
STANDING SEAM MTL
ROOF PANEL BY MTL BLDG
MANUF
STANDING SEAM MTL
ROOF PANEL BY MTL BLDG
MANUF
RAIL TYPE SNOW GUARD
BY MTL BLDG MANUF
RAIL TYPE SNOW GUARD BY MTL
BLDG MANUF
ATTACHMENTS AT EVERY
STANDING SEAM BY MTL BLDG
MANUF, TYPICAL
ALUM. ICE FLAG
BELOWBELOW
PLAN VIEW
SECTION VIEW
ALUM. ICE FLAG CL
OF STRUT CHANNELS
& OF FLASHING
& OF MTL PANEL
STRUT CHANNELS BY MTL MANUF
-COORDINATE LOCATION FOR
ANTENNA W/ ELECTRICAL
DRAWINGS
RUBBERIZED "BOOT" FLASHING BY MTL
BLDG MANUF
SET OF RUBBER "BOOT" INTO CONT
BEAD OF SEALANT BY MTL BLDG MANUF
- APPLY SEALANT ON TOP ALSO AT
FASTENER HEADS
STANDING SEAM MTL ROOF PANEL
ASSEMBLY BY MTL BLDG MANUF
CONT SEALANT BY MTL
BLDG MANUF
STAINLESS STEEL CLAMPING
RING BY MTL BLDG MANUF
LIGHT GAUGE MTL STUD
STRUCTURAL CURB BY MTL BLDG
MANUF
INTERIOR
EXTERIOR
WATER CUT-OFF MASTIC
BY MTL BLDG MANUF
UPPER INSULATION
LAYER W/ THERMAL
BLOCKS, MIN. R-5
PURLIN ROOF
STRUCTURE
INSULATION LAYER
ANTENNA
- REFER TO ELEC / TELECOMMUNICATION
DRAWINGS FOR ADDITIONAL INFO
ANTENNA CLAMPS
10"UPPER INSULATION
LAYER W/ THERMAL
BLOCKS, MIN. R-5
PURLIN ROOF
STRUCTURE
INSULATION LAYER
EXTERIOR
INTERIOR CL OF RIDGE CAP &
OF ROOF PEAK
STANDING SEAM MTL ROOF
PANEL ASSEMBLY BY MTL
BLDG MANUF
MINERAL WOOL INFILL
INSULATION BY MTL
BLDG MANUF
ONE-PIECE RIDGE CAP
TRIM BY MTL BLDG MANUF
CONT SEALANT BY MTL
BLDG MANUF, TYP BOTH
SIDES
CL
OF STRUT CHANNELS
& OF FLASHING
& OF MTL PANELSTRUT CHANNELS BY MTL
MANUF
-COORDINATE LOCATION
FOR EXTERIOR UNIT WITH
HVAC CONTRACTOR
EXTERIOR UNIT
-REFER TO HVAC DRAWINGS
RUBBERIZED "BOOT"
FLASHING BY MTL BLDG
MANUF
SET OF RUBBER "BOOT" INTO CONT
BEAD OF SEALANT BY MTL BLDG
MANUF, APPLY SEALANT ON TOP
ALSO AT FASTENER HEADS
STANDING SEAM MTL ROOF PANEL
ASSEMBLY BY MTL BLDG MANUF
CONT SEALANT BY
MTL BLDG MANUF
STAINLESS STEEL CLAMPING
RING BY MTL BLDG MANUF
LIGHT GAUGE MTL STUD STRUCTURAL
CURB BY MTL BLDG MANUF
INTERIOR
EXTERIOR
WATER CUT-OFF MASTIC
BY MTL BLDG MANUF
UPPER INSULATION
LAYER W/ THERMAL
BLOCKS, MIN. R-5
PURLIN ROOF
STRUCTURE
INSULATION LAYER 1' - 6"UPPER INSULATION
LAYER W/ THERMAL
BLOCKS, MIN. R-5
PURLIN ROOF
STRUCTURE
INSULATION LAYER UPPER INSULATION
LAYER W/ THERMAL
BLOCKS, MIN. R-5
PURLIN ROOF
STRUCTURE
INSULATION LAYER
EXTERIOR
INTERIOR
TAPE MASTIC UNDER
RIB COVER BY MTL
BLDG MANUF
BACKER CHANNEL BY
MTL BLDG MANUF
PROVIDE SUPPLEMENTAL STEEL
SUPPORT FRAMING REQ'D AT
CURB, BY MTL BLDG MANUF
WATER DIVERTER BY
MTL BLDG MANUF
RIB COVER BY MTL
BLDG MANUF
- INSTALL PER MANUF
INSTRUCTIONS
RUBBER ROD STOCK ADHERED
IN PLACE BY MTL BLDG MANUF
PRE-FAB MTL CURB BY
MTL BLDG MANUF
MECHANICALLY SECURE PRE-FAB
CURB TO ROOF STRUCTURE
STANDING SEAM MTL
ROOF PANEL ASSEMBLY
BY MTL BLDG MANUF
PITCH PAN W/ VARIOUS
VENTS, CONDUITS ETC...
NOTES:
1. COORDINATE SIZE AND LOCATION OF TOP UNITS WITH MEP/FP, EQUIPMENT DRAWINGS.
2. ALL CURBS MUST BE INSTALL OVER SUPPORT FRAMING, SUPPLIED BY THE METAL BLDG
MANUF. SUPPPORT FRAMING MUST BE PROPERLY LOCATED TO PROVIDE "ENDLAP"
CONDITIONS AT THE UPSLOPE AND DOWNSLOPE ENDS OF THE CURB.
RUBBERIZED "BOOT" FLASHING
BY MTL BLDG MANUF
SET OF RUBBER "BOOT" INTO CONT
BEAD OF SEALANT BY MTL BLDG
MANUF, APPLY SEALANT ON TOP
ALSO AT FASTENER HEADS
CONT SEALANT BY
MTL BLDG MANUF
STAINLESS STEEL
CLAMPING RING BY
MTL BLDG MANUF
WATER CUT-OFF MASTIC
BY MTL BLDG MANUF
VENT STACK (VS)
- REFER TO PLUMBING DWGS
RUBBERIZED "BOOT" FLASHING BY
MTL BLDG MANUF
SET OF RUBBER "BOOT" INTO CONT
BEAD OF SEALANT BY MTL BLDG
MANUF, APPLY SEALANT ON TOP
ALSO AT FASTENER HEADS
STANDING SEAM MTL ROOF
PANEL ASSEMBLY BY MTL
BLDG MANUF
CONT SEALANT BY
MTL BLDG MANUF
STAINLESS STEEL
CLAMPING RING BY
MTL BLDG MANUF
LIGHT GAUGE MTL STUD
STRUCTURAL CURB BY MTL
BLDG MANUF
INTERIOR
EXTERIOR
WATER CUT-OFF MASTIC
BY MTL BLDG MANUFMIN 12" UPPER INSULATION
LAYER W/ THERMAL
BLOCKS, MIN. R-5
PURLIN ROOF
STRUCTURE
INSULATION LAYER
OF VENT STACK
& OF METAL
PANEL
CL
(CONDUIT / ELECTRICAL SLEEVES, SIMILAR DETAIL)
CL
CL
INTERIOR
EXTERIOR
UPPER INSULATION
LAYER W/ THERMAL
BLOCKS, MIN. R-5
THERMAL BLOCK
PURLIN ROOF
STRUCTURE
INSULATION LAYER STANDING SEAM MTL ROOF
PANEL ASSEMBLY BY MTL
BLDG MANUF
LIGHT GAUGE MTL STUD
FRAMING AT ANCHOR POINTS
AND IN THE CENTER OF THE
TIE-BACK ANCHOR ASSEMBLY
STEEL BASE PLATE
ASSEMBLY W/ METAL
PANEL "U" CLIPS
STANDING SEAM MTL ROOF
PANEL ASSEMBLY BY MTL
BLDG MANUF
BASE PLATE ASSEMBLY
HORIZONTAL LIFELINE
INTERMEDIATE ANCHOR
HORIZONTAL LIFELINE
INTERMEDIATE ANCHOR &
OF METAL PANEL SEAMS
HORIZONTAL LIFELINE
INTERMEDIATE ANCHOR
HORIZONTAL LIFELINE
INTERMEDIATE
ANCHOR & OF METAL
PANEL SEAMS
0'6" 1' 2'
SCALE: 1 1/2" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
ROOF DETAILS I
A621
MF
BPM
DGT
2170117-E
CONFORMED
1 1/2" = 1'-0"1/ A2111EXHAUST FAN CURB DETAIL
1 1/2" = 1'-0"2 RTU CURB DETAIL
1 1/2" = 1'-0"1/ A2113GOOSENECK DETAIL
1 1/2" = 1'-0"1/ A2124EXHAUST FAN CURB DETAIL
1 1/2" = 1'-0"1/ A2135FLUE DETAIL
1 1/2" = 1'-0"2/ A2036SNOW GUARD DETAIL
1 1/2" = 1'-0"7 ANTENNA DETAIL
1 1/2" = 1'-0"1/ A2118RIDGE CAP DETAIL
1 1/2" = 1'-0"1/ A2119SLEEPER DETAIL
1 1/2" = 1'-0"10 PITCH PAN
1 1/2" = 1'-0"1/ A21111VENT STACK DETAIL
1 1/2" = 1'-0"1/ A21112HANDS FREE FALL ARREST SYSTEM
EXTERIOR
INTERIOR
EXTERIOR
INTERIOR
UPPER INSULATION
LAYER W/ THERMAL
BLOCKS, MIN. R-5
THERMAL BLOCK
PURLIN ROOF
STRUCTURE
INSULATION
LAYER AIR & MOISTURE
BARRIER TRANSITION
STRIP OVER ROOF
VAPOR RETARDER &
BACKSIDE OF MTL
PANEL SYSTEM
INTERIOR
STANDING SEAM MTL
ROOF PANEL BY MTL
BLDG MANUF
RAKE TRIM CLOSURE
BY MTL BLDG MANUF
CONT SEALANT BY
MTL BLDG MANUF
EXTERIOR WALL
ASSEMBLY
4" MTL WALL PANEL
ASSEMBLY BY MTL
BLDG MANUF
STRUCTURAL
FRAME BY MTL
BLDG MANUF
UPPER
INSULATION
LAYER W/
THERMAL
BLOCKS, MIN.
R-5 THERMAL
BLOCK
PURLIN ROOF
STRUCTURE
INSULATION
LAYER
STANDING
SEAM MTL
ROOF PANEL
BY MTL BLDG
MANUF
STRUCTURAL
FRAME BY MTL
BLDG MANUF
PARAPET RAKE
CLEAT
PARAPET RAKE
FLASHING
LOW RAKE
SUPPORT ANGLE
RAKE ANGLE
OUTSIDE FACE OF STRUCT
LINE / CONC KNEE WALL STANDING SEAM MTL
ROOF PANEL BY MTL BLDG
MANUF
RAKE TRIM CLOSURE BY
MTL BLDG MANUF
CONT SEALANT BY MTL
BLDG MANUF
4" MTL WALL PANEL
ASSEMBLY BY MTL BLDG
MANUF
PURLIN ROOF
STRUCTURE /
INSULATION LAYER
UPPER INSULATION
LAYER W/ THERMAL
BLOCKS, MIN R-5
THERMAL BLOCKS
STRUCTURAL
FRAME BY MTL
BLDG MANUF
RAKE STRUT BY MTL
BLDG MANUF
OUTSIDE FACE OF STRUCT
LINE / CONC KNEE WALL
EXTERIORINTERIOR
UPPER INSULATION
LAYER W/ THERMAL
BLOCKS, MIN. R-5
PURLIN ROOF
STRUCTURE
INSULATION
LAYER INTERIOR
EXTERIOR
GUTTER STRAP BY
MTL BLDG MANUF
EAVE TRIM BY MTL
BLDG MANUF
MTL GUTTER BY
MTL BLDG MANUF
CLOSURE BY MTL
BLDG MANUF
4" MTL WALL PANEL ASSEMBLY
BY MTL BLDG MANUF
DOWNSPOUTS BY MTL
BLDG MANUF
- BEYOND, REFER TO PLAN
& ELEVS FOR LOCATIONS
STANDING SEAM MTL
ROOF PANEL BY MTL
BLDG MANUF
EAVE GIRT BY
MTL BLDG
MANUF
SNOW-GUARD
ASSEMBLY BY MTL
BLDG MANUF
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
ROOF DETAILS II
A622
MF
BPM
DGT
2170117-E
CONFORMED
1 1/2" = 1'-0"1 LOW ROOF TO HIGH ROOF TRANSITION
1 1/2" = 1'-0"2/ A2032RAKE TRIM AT METAL PANEL - GIRT BACK UP1
3" = 1'-0"2/ A2037ROOF GUTTER DETAIL
75.00°SAFETY
END CAP
4" x 1 3/8" x 3/16"
THICK x 2" LONG LEG
ANGLE STANDARD
FLOOR BRACKET
- TYP EACH SIDE TYP 12" MAX1 1/2" Ø SCHEDULE
80, STEEL
- TYP EACH SIDE
SAFETY
END CAP
CLEAR
2' - 0"
6" SERRATED
TREAD
TOP OF
MEZZANINE
T.O. MEZZANINE
ELEV. - VARIES 12" O.C. MAXEQUALLY SPACED TREADSOVERALL LADDER HEIGHTLESS THAN 12" VARIESTYP
TYPA623
2
A623
3
A623
3
10" CHANNEL
LADDER STRINGERS
- TYP EACH SIDE
1 1/2" Ø SCHEDULE
80, STEEL
- TYP EACH SIDE
10" CHANNEL
LADDER STRINGERS
- TYP EACH SIDE
6" SERRATED
TREAD
10"10"
1 1/2" Ø PIPE, SCHEDULE
80 POST & HANDRAIL
- TYP EACH SIDE
4"x2"x3/16" ALUM
FLAT BAR PIPE
FLANGE
WELD ALL
AROUND
10" CHANNEL
LADDER STRINGERS
- TYP EACH SIDE
6" SERRATED
TREAD
75.00°10"
10" CHANNEL
LADDER STRINGERS
- TYP EACH SIDE
FRONT ELEVATION
BACK ELEVATION SIMILAR
SIDE ELEVATION
PLAN VIEW
STD WT 1 1/4"Ø
GALVANIZED
PIPE
- SAFET YELLOW
ROOF HATCH
DOOR
SAFETY CHAIN W/
SPRING CLIPS
- EA SIDE
ROOF HATCH
DOOR
STD WT 1 1/4"Ø GALVANIZED PIPE
& SAFETY W/ SPRING CLIPS
- EA SIDE
ROOF HATCH DOOR
STD WT 1 1/4"Ø
GALVANIZED PIPE
- SAFETY YELLOW
ROOF HATCH
DOOR
SAFETY CHAIN W/
SPRING CLIPS
- EA SIDE
ROOF HATCH CURB
TOP OF ROOF SURFACE42" ABOVEEXTERIOR
INTERIOR
EXTERIOR
INTERIOR
AIR & VAPOR BARRIER TRANSITION
STRIP OVER ROOF VAPOR RETARDER
& BACKSIDE OF MTL PANEL SYSTEM
BY MTL BLDG MANUF
STANDING SEAM MTL ROOF
PANEL BY MTL BLDG MANUF
RAKE TRIM CLOSURE
BY MTL BLDG MANUF
CONT SEALANT BY
MTL BLDG MANUF
EXTERIOR WALL
ASSEMBLY
STRUCTURAL FRAME
BY MTL BLDG MANUF
STANDING SEAM MTL
ROOF PANEL BY MTL
BLDG MANUF
STRUCTURAL FRAME
BY MTL BLDG MANUF
PARAPET RAKE
CLEAT BY MTL
BLDG MANUF
PARAPET RAKE
FLASHING BY MTL
BLDG MANUF
LOW RAKE SUPPORT ANGLE
BY MTL BLDG MANUF
RAKE ANGLE BY MTL BLDG MANUF
RAKE TRIM CLOSURE
BY MTL BLDG MANUF
4" MTL WALL PANEL
ASSEMBLY BY MTL
BLDG MANUF
STANDING SEAM MTL
ROOF PANEL BY MTL
BLDG MANUF
TYPICAL1' - 0""OSHA" COMPLIANT PRE-FAB ACCESS
LADDER WITH RETURN AND CROSSOVER
PLATFORM BY MISC METALS FSB,
INSTALLED BY MTL BLDG MANUF PER
MANUF INSTRUCTIONS
INTERIOR
2' - 0"
SECTION DETAILELEVATION
2' - 6"
7"1' - 0"3' - 0"3' - 0"
STEEL PLATE SUPPORT ATTACHED
TO STRUCTURAL STEEL FRAMING
ATTACHED TO ALUMINUM LADDER
WITH GASKET SPACER BY MBM FOR
LADDER SUPPORT
ALUMINUM "TUBE" FABRICATION
ATTACHED TO ROOF SEAMS TO
SUPPORT ROOFTOP LADDER
G.C. TO COORDINATE SUPPLEMENTAL
FRAMING REQUIRED FOR LADDER
SUPPORT AND ATTACHMENT WITH
MBM.
CROSSOVER PLATFORM
HORIZONTAL BAR WITH SCREW
CLAMP FASTENERS TO
STANDING SEAMS OF ROOF
PANELS FOR LADDER SUPPORT
/ ATTACHMENT AT ROOF, TYP.
ALUMINUM "TUBE"
FABRICATION TO
SUPPORT ROOF LADDER
ALUMINUM PIPE RAIL, TYP.
ACCESS LADDER
HEIGHT VARIES
ADMIN EAVE
15' -4"
13 13.1
ENTRY /
VESTIBULE
101
STOREFRONT
ASSEMBLY
STANDING SEAM
METAL ROOF
ASSEMBLY BY MBM
OUTSIDE FACE OF
STRUCTURE
INSULATED METAL
PANELS BY MBM
4" TALL CAST
ALUM LETTERING
GYPSUM BOARD
CEILING SYSTEM
METAL SOFFIT
ASSEMBLY BY MBM
SPRAY FOAM INSULATION,
MIN R-30
SNOWGUARD,
TYPICAL
A612
5
AS-1
STANDING SEAM
METAL ROOF
ASSEMBLY BY MBM
4'-8"
TYPE 2
FLASHING
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
ROOF DETAILS III
A623
MF
BPM
DGT
2170117-E
CONFORMED
1" = 1'-0"2/ A2021SHIPS LADDER ELEV & SECTION - SLOPED ROOF
3" = 1'-0"1/ A6232SHIPS LADDER STEPS
1" = 1'-0"1/ A2123ROOF HATCH SAFETY RAILINGS
1" = 1'-0"2/ A2035ACCESS LADDER DETAIL
3/4" = 1'-0"1/ A2014ENTRANCE CANOPY SECTION
CL
CL
CL
6" Ø
OF BOLLARD
OF
BOLLARD
OF
BOLLARD
GALV STL
BOLLARD -
PAINTED "SAFETY
YELLOW"
3/4" Ø EXPANSION BOLTS
EA CORNER
- MIN 4" EMBEDMENT
- MIN 4 BOLTS
1'-2" W x 1'-2"L x
1/2"T GALV STL
BOLLARD BASE
PLATE
SECTION
- BELOW
PLAN
- ABOVE4' - 0"FLAT CAP,
FULLY
WELDED
6" Ø
GALV STL BOLLARD
- PAINTED "SAFETY
YELLOW"
6" Ø XTRA-STRONG
(XS) PIPE FILLED W/
CONCRETE
3/4" Ø EXPANSION BOLTS
EA CORNER
- MIN 4" EMBEDMENT
- MIN 4 BOLTS
1'-2" W x 1'-2"L x 1/2"T GALV
STL BOLLARD BASE PLATE
CONC
SLAB
SECTION VIEW
PLAN VIEW
SHIM
LEVEL
SPRAY APPLIED
FIRESTOP CONT
SEALANT
- TYP EA SIDE
TOP OF CMU WALL
ELEV: - VARIES
INTERIORINTERIOR
EXTERIOR
SOLID WOOD BLKG
AGAINST METAL ROOF
PANEL ASSEMBLY
CONT SEALANT
- TYP EACH SIDE
MTL STUD DEFLECTION TRACK
- WALL STUDS "NEST" IN
DEFLECTION TRACK
SET GYPSUM BOARD WALL
ASSEMBLY IN BED OF CONT
FIRESTOP SEALANT BY WDC FSB
- TYP ENTIRE THICKNESS OF WALL
UPPER INSULATION
LAYER W/ THERMAL
BLOCKS, MIN. R-5
THERMAL BLOCK
PURLIN ROOF
STRUCTURE
INSULATION LAYER
STANDING SEAM MTL ROOF
PANEL ASSEMBLY BY MTL
BLDG MANUF
1 1/4"OVERLAP10 1/2"MAX 1 "1 1/4"6" COLD FORMED MTL
TRACK
SPRAY APPLIED
FIRESTOP CONT
SEALANT
- TYP EA SIDE
TOP OF CMU WALL
ELEV: -VARIES
INTERIORINTERIOR
EXTERIOR
SOLID WOOD BLKG AGAINST
METAL ROOF PANEL ASSEMBLY
CONT SEALANT
- TYP EACH SIDE
MTL STUD DEFLECTION TRACK
- WALL STUDS "NEST" IN
DEFLECTION TRACK
SET GYPSUM BOARD
WALL ASSEMBLY IN BED
OF CONT FIRESTOP
SEALANT BY WDC FSB,
TYP ENTIRE THICKNESS
OF WALL
UPPER INSULATION
LAYER W/ THERMAL
BLOCKS, MIN. R-5
THERMAL BLOCK
PURLIN ROOF
STRUCTURE
INSULATION
LAYER
STANDING SEAM MTL ROOF
PANEL ASSEMBLY BY MTL
BLDG MANUF
OVERLAP10 1/2"MAX 1 "
LIGHT GAUGE STL
STUD TO SPAN
BETWEEN ROOF
PURLINS AT 16" O.C.1 1/4"1 1/4"6" COLD FORMED MTL
TRACK UPPER INSULATION
LAYER W/ THERMAL
BLOCKS, MIN. R-5
THERMAL BLOCK
PURLIN ROOF
STRUCTURE
INSULATION LAYER
STANDING SEAM
MTL ROOF PANEL
ASSEMBLY BY MTL
BLDG MANUF
GENERAL NOTES:
1.ALL MECHANICAL, ELECTRICAL, PLUMBING & FIRE-PTROTECTION (MEP/FP), ETC. SUB-TRADES SHALL PROVIDE AND INSTALL ALL
SUPPLEMENTAL STEEL SUPPORTS, ANGLES, STRUTS, CLIPS, ATTACHMENTS, ETC. AS NECESSARY FOR THE COMPLETE INSTALLATION AND
SUPPORT OF ALL BUILDING MEP/FP SYSTEMS.
2.ALL MEP/FP SUB-TRADES SHALL SIZE ALL SUPPORTS, ANGLES, CONNECTORS, ETC, AS REQUIRED TO SUPPORT THE LOADS OF THE
SUSPENDED SYSTEMS AND SHALL COORDINATE SIZES AND LOCATIONS, AND SHALL OBTAIN APPROVAL FROM THE METAL BUILDING
MANUFACTURER.
3.ALL FASTENERS, COUPLINGS, ANGLES, ETC. ATTACHED TO THE BUILDING ROOF PURLIN FRAMING ABOVE THE BOTTOM OF THE PURLIN,
TO BE INSTALLED PRIOR TO INSTALLATION OF THE CEILING FABRIC LINER. SUSPENDED SUPPORTS INSTALLED BELOW THE BOTTOM OF THE
PURLIN FRAMING TO BE INSTALLED FOLLOWING INSTALLATION OF THE CEILING LINER. GENERAL CONTRACTOR SHALL COORDINATE THE
SEQUENCE AND INSTALLATION OF THE WORK.
4.ALL EQUIPMENT LOADS/ REACTIONS IMPOSED ON THE METAL BUILDING FRAMING TO BE REVIEWED AND APPROVED BY THE METAL
BUILDING MANUFACTURER. ALL SUPPLEMENTAL BUILDING FRAMING MEMBERS, AS REQUIRED TO SUPPORT MECHANICAL/ ELECTRICAL/ FIRE
PROTECTION EQUIPMENT, AS DETERMINED BY THE PREFABRICATED METAL BUILDING DESIGN, IN CONSIDERATION OF ALL EQUIPOMENT-
IMPOSED LOADS TO THE BUILDING, TO BE PROVIDED BY METAL BUILDING MANUFACTURER.
FASTENERS FOR ATTACHING MEP /
FP EQUIPMENT HANGERS TO ROOF
PURLIN FRAMING, SIMILAR TO
"SAMMYS SIDEWINDERS", TO BE
FURNISHED & INSTALL BY SPECIFIC
MECH, ELECT, PLUMB OR FIRE PROT
FILED SUB-BID TRADE, TYPICAL
EQUIPMENT HANGER COUPLING
NOTE:
BOTTOM OF COUPLING TO BE
INSTALLED 1/16" BELOW BOTTOM
OF ROOF PURLING FRAMING AS
REQUIRED TO INSTALL THREADED
ROD HANGER THROUGH ROOF
VAPOR RETARDERROOF PURLIN BY
METAL BLDG MANUF
-TYPICAL
ALL EQUIPMENT HANGERS,
SUPPORTS, STRUTS, ANGLES,
FASTENERS, CLIPS, ETC... AS
REQUIRED TO SUPPORT / SUSPEND
ALL MEP/FP EQUIPMENT,
DUCTWORK, PIPING, CONDUIT AND
ALL OTHER MATERIALS AS
REQUIRED FOR THE COMPLETE
INSTALLATION OF MEP/FP SYSTEMS,
TO BE PROVIDED BY EACH SPECIFIC
MEP/FP FILED SUB-BID TRADE
ASSOCIATED WITH THEIR WORK
-TYPICAL
FABRIC VAPOR RETARDER
INSTALLAED FOLLOWING
INSTALLATION OF ALL MEP/FP
EQUIPMENT HANGER COUPLINGS
-GENERAL CONTRACTOR TO
COORDINATE
STEEL ANGLE AND ATTACHMENT TO ROOF
PURLINS BY SPECIFIC MEP/FP FILED SUB-BID
TRADES ASSOCIATED WITH THEIR WORK
-TYPICAL, INSTALLATION PRIOR TO
INSTALLATION OF FABRIC VAPOR RETARDER
-GENERAL CONTRACTOR TO COORDINATE
FABRIC VAPOR RETARDER
STEEL ANGLES AND ATTACHMENTS
BELOW BOTTOM OF PURLINS BY
SPECIFIC MEP/FP FILED SUB-BID
TRADES ASSOCIATED WITH THEIR
WORK FOLLOWING THE
INSTALLATION OF THE THE FABRIC
VAPOR RETARDER, TYPICAL
ALL EQUIPMENT HANGERS, SUPPORTS, STRUTS,
ANGLES, FASTENERS, CLIPS, ETC... AS REQUIRED
TO SUPPORT / SUSPEND ALL MEP/FP EQUIPMENT,
DUCTWORK, PIPING, CONDUIT AND ALL OTHER
MATERIALS AS REQUIRED FOR THE COMPLETE
INSTALLATION OF MEP/FP SYSTEMS, TO BE
PROVIDED BY EACH SPECIFIC MEP/FP FILED SUB-BID
TRADE ASSOCIATED WITH THEIR WORK, TYPICAL
4" METAL WALL PANEL
ASSEMBLY BY MTL
BLDG MANUF
INTERIOR
EXTERIOR
CONC KNEE WALL
- BELOW
SHELF ANGLE
- BELOW
OUTLINE OF CMU
VENEER WALL
ASSEMBLY, BELOW
METAL CAP FLASHING
OUTLINE OF METAL
CAP FLASHING
FACE OF STRUCT
LINE / STRUCTURE
INTERIOR
CONT SEALANT &
BACKER ROD BY MTL
BLDG MANUF
- TYP EACH SIDE
CMU WALL PARTITION
- REFER TO FLOOR PLANS
FOR EXACT WALL TYPE
CL
CL
OF INTERIOR
WALL PARTITION
OF INTERIOR
WALL PARTITION
ATTACHMENT CLIP AT CONC
KNEE WALL & AT T.O. BOTTOM
OF EVERY HORIZ GIRT BY MTL
BLDG MANUF
- TYP BOTH SIDES
CLOSED METAL VERTICAL GIRT
ASSEMBLY WITH MINERAL WOOL
INFILL BY MTL BLDG MANUF
- TYPICAL, ENTIRE HEIGHT, AT
ALL WALLS THAT HAVE A CONC
KNEE WALL
4" METAL WALL PANEL
ASSEMBLY BY MTL
BLDG MANUF
INTERIOR
EXTERIOR
FACE OF STRUCT
LINE / STRUCTURE
INTERIOR
CONT SEALANT &
BACKER ROD BY MTL
BLDG MANUF
- TYP EACH SIDE
GYPSUM BOARD WALL PARTITION
- REFER TO FLOOR PLANS FOR
EXACT WALL TYPE
ATTACHMENT CLIP AT CONC
KNEE WALL & AT TOP OF BOTTOM
OF EVERY HORIZONTAL GIRT BY
MTL BLDG MANUF
- TYP BOTH SIDES
CLOSED METAL VERTICAL GIRT
ASSEMBLY WITH MINERAL WOOL
INFILL BY MTL BLDG MANUF
- TYPICAL, ENTIRE HEIGHT, AT
ALL WALLS THAT HAVE A CONC
KNEE WALL
HORIZONTAL GIRT
AS OCCURS,
BELOW
4" METAL WALL PANEL
ASSEMBLY BY MTL
BLDG MANUF
INTERIOR
EXTERIOR
FACE OF STRUCT
LINE / STRUCTURE
GYPSUM BOARD WALL PARTITION
- REFER TO FLOOR PLANS FOR
EXACT WALL TYPE
ATTACHMENT CLIP AT
CONC KNEE WALL & AT
TOP OF BOTTOM OF
EVERY HORIZONTAL GIRT
BY MTL BLDG MANUF
- TYP BOTH SIDES
CLOSED METAL VERTICAL GIRT ASSEMBLY WITH
MINERAL WOOL INFILL BY MTL BLDG MANUF
- TYPICAL, ENTIRE HEIGHT, AT ALL WALLS THAT
HAVE A CONC KNEE WALL
CMU WALL PARTITION
- REFER TO FLOOR PLANS FOR
EXACT WALL TYPE
TOP OF CMU WALL / MEZZANINE
ELEV: - VARIES
PLAN VIEW
-ABOVE MEZZANINE
PLAN VIEW
-BELOW MEZZANINE
SECTION VIEW
ABOVE
BELOWBELOW
ABOVE
BELOWBELOW
OPEN
CLOSE
STOP
3' - 4"3' - 0"2' - 0"
METAL PANEL WALL
ASSEMBLY
- BEYOND
STRUCTURAL STEEL
COLUMN / FRAME
- SEE STRUCT DWGS
3/4" PLYWOOD PANEL, PAINTED,
3'-0" TALL x 2'-0" WIDE
ELECTRICAL OUTLETS
- SEE ELEC DWGS
COMPRESSED AIR
OUTLET AIR STATION
- SEE PLUMB DRAWINGS
CONC KNEE WALL
ASSEMBLY
- BEYOND
UNISTRUT CHANNELS
ATTACHMENTS TO
STRUCT STEEL FRAMING
UNISTRUT CHANNELS
ATTACHMENTS TO STRUCT
STEEL FRAMING
OVERHEAD DOOR
CONTROLS
X
STRUCTURAL STEEL
COLUMN / FRAME
- SEE STRUCT DWGS
TOP OF CONCRETE
FLOOR SLAB
MOUNT PANEL VERTICALLY
CL
ELEVATION VIEWSECTION VIEW
STRUCTURAL STEEL
COLUMN / FRAME
- SEE STRUCT DWGS
3/4" PLYWOOD PANEL,
PAINTED, 3'-0" TALL x
2'-0" WIDE
UNISTRUT CHANNELS, SIZE
TO ALLOW PANEL TO BE
MOUNTED VERTICALLY
MOUNT PANEL VERTICALLY
UNISTRUT CHANNELS, SIZE
TO ALLOW PANEL TO BE
MOUNT VERTICALLY
X
DUCT WORK, RUN TIGHT
TO STEEL FRAME
DUCT WORK, RUN TIGHT
TO STEEL FRAME
SPRAY APPLIED
FIRESTOP CONT
SEALANT
- TYP EA SIDE
TOP OF CMU WALL
ELEV: - VARIES
INTERIORINTERIOR
EXTERIOR
CONT SEALANT
- TYP EACH SIDE
MTL STUD DEFLECTION TRACK
- WALL STUDS "NEST" IN
DEFLECTION TRACK
SET GYPSUM BOARD WALL
ASSEMBLY IN BED OF CONT
FIRESTOP SEALANT BY WDC FSB
- TYP ENTIRE THICKNESS OF WALL
STANDING SEAM MTL ROOF
PANEL ASSEMBLY BY MTL
BLDG MANUF
PURLIN ROOF
STRUCTURE /
INSULATION LAYER
UPPER INSULATION
LAYER W/ THERMAL
BLOCKS, MIN R-5
THERMAL BLOCKS
COLD FORMED METAL FRAMING
BETWEEN PURLINS FOR
DEFLECTION TRACK
- TYP MAX1"SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
MISC DETAILS I
A631
MF
BPM
DGT
2170117-E
CONFORMED
1 1/2" = 1'-0"1 INTERIOR BOLLARD DETAIL - MTL
1 1/2" = 1'-0"4 GYPSUM BOARD TO ROOF TRANSITION SECTION
1 1/2" = 1'-0"5 GYPSUM BOARD TO ROOF TRANSITION BETWEEN PURLINS SECTION
3" = 1'-0"3 PURLIN ATTACHMENT DETAILS
1 1/2" = 1'-0"1/ A2016EXTERIOR WALL DETAIL
1 1/2" = 1'-0"1/ A2042UTILITY PANEL DETAIL
1 1/2" = 1'-0"3/ A5027GYPSUM BOARD TO ROOF TRANSITION SECTION
4" CMU VENEER
MASONRY TIE LENGTH AS
REQUIRED TO CONFORM
TO DIMENSIONAL
PARAMETERS SHOWN
MTL STUDS
- REFER TO FLOOR PLAN
FOR ADDITIONAL INFO
AIR AND VAPOR
BARRIER
3" RIGID INSULATION
5/8" GYPSUM BOARD
MASONRY TIES,
16" O.C. VERTICALLY,
32" O.C. HORIZONTALLY
SLOT SHALL ALLOW FOR
MAX. 1/16" MOVEMENT,
PERPENDICULAR TO THE
PLANE OF THE WALL
EXTERIOR SHEATHING
OVERALL WALL THICKNESS
1' - 6 1/8"
9 GAUGE, HORIZONTAL
JOINT REINFORCING AT
16" O.C. VERTICALLY
4" CMU VENEER
MASONRY TIE LENGTH AS
REQUIRED TO CONFORM TO
DIMENSIONAL PARAMETERS
SHOWN.
FACE OF CONC
BACK-UP WALL
AIR AND VAPOR
BARRIER
3" RIGID
INSULATION
SLOT SHALL ALLOW FOR
MAX. 1/16" MOVEMENT,
PERPENDICULAR TO THE
PLANE OF THE WALL
8"
OVERALL WALL THICKNESS
1' - 5"
9 GAUGE, HORIZONTAL
JOINT REINFORCING AT
16" O.C. VERTICALLY
MASONRY TIES,
16" O.C. VERTICALLY,
32" O.C. HORIZONTALLY
MAX
1' - 0"
MAX
1' - 0"
NOTE:
REFER TO EXTERIOR ELEVATIONS
FOR LOCATIONS OF CMU VENEER
CONTROL JOINTS OF CONTROL
JOINT
EXTERIOR
CL
METAL STUD
BACK UP WALL
9 GAUGE, HORIZONTAL
JOINT REINFORCING AT
16" O.C. VERTICALLY COMPRESSIBLE
FILLER
3/8" EXPANSION
JOINT WITH CAULK
AND BACKER ROD
AIR AND
VAPOR
BARRIER
RIGID
INSULATION4" CMU
VENEER
MASONRY TIES,
16" O.C. VERTICALLY,
32" O.C. HORIZONTALLY
CMU WALL,
REFER TO
FLOOR PLAN
FOR TYPE
PAINT CMU WALL
BY PAINT FSB R 0' - 1"1" RADIUS
BULLNOSE
CORNER,
BOTH SIDES
STEEL TUBE BY MTL
BLDG MANUF
- REFER TO STRUCT
DWGS
CMU WALL
- REFER TO FLOOR
PLAN FOR TYPE
CONT SEALANT BY WDC
FSB, TYP BOTH SIDES
STEEL TUBE TO CMU
TIE, TYP EA SIDE
PAINT CMU WALL
BY PAINT FSB
PAINT STEEL TUBE
STEEL TUBE BY MTL
BLDG MANUF, REFER
TO STRUCT DWGS
CMU WALL,
REFER TO FLOOR
PLAN FOR TYPE
CONT SEALANT BY WDC
FSB, TYP BOTH SIDES
STEEL TUBE TO CMU TIE
- TYP EA SIDE
PAINT CMU WALL
PAINT STEEL TUBE
CONT SEALANT BY WDC
FSB, TYP BOTH SIDES
A632
2
MTL PANEL OUTSIDE CORNER TRIM
BY MTL BLDG MANUF, FILL VOIDS
WITH BATT INSULATION
CONT SEALANT BY MTL
BLDG MANUF
4" METAL WALL PANEL
ASSEMBLY BY MTL BLDG MANUF
INTERIOR
EXTERIOR
MTL PANEL INSIDE
CORNER TRIM BY MTL
BLDG MANUF
CONT SEALANT BY
MTL BLDG MANUF
CONC KNEE WALL,
BELOW
SHELF ANGLE BY
MTL BLDG MANUF,
BELOW
INTERIOR
EXTERIOR
CONC KNEE
WALL
FACE OF MTL WALL PANEL
ASSEMBLY, ABOVE
FACE OF STRUCT LINE /
STRUCTURE
CMU VENEER WALL ASSEMBLY
OUTLINE OF CMU VENEER WALL
ASSEMBLY, BELOW METAL CAP
FLASHING
OUTLINE OF METAL CAP
FLASHING BY MTL BLDG MANUF
FACE OF STRUCT
LINE / STRUCTURE
CMU VENEER CORNER
UNIT
SEALANT AND COMPRESIBLE FILLER.
TYPICAL MASONRY EXPANSION JOINT SEE
ELEVATIONS FOR LOCATIONS AND SPACING
TYPICAL EXTERIOR LOWER
WALL ASSEMBLY
• 4" NOMINAL CMU VENEER
• AIR SPACE
• 3" RIGID INSULATION
• CONTINUOUS AIR &
VAPOR BARRIER
• 8" CONCRETE KNEE
BACK-UP WALL
TOTAL WIDTH 1'-4"TOTAL WIDTH 1'-4"TOTAL WIDTH 1'-4"TOTAL WIDTH 1'-4"
TYPICAL EXTERIOR UPPER
WALL ASSEMBLY
• 4" INSULATED METAL PANEL
WALL SYSTEM, MIN, R-26, BY
MTL BLDG MANUF
• METAL GIRTS BY MTL BLDG
MANUF
METAL PANEL CORNER -
ABOVE
METAL PANEL CORNER -
BELOW
INTERIOR
EXTERIOR
TYPICAL EXTERIOR UPPER WALL
ASSEMBLY AT VEHICLE STORAGE,
SHOPS, & VEHICLE MAINTENANCE
• R-26 MINIMUM, METAL PANEL
ASSEMBLY
• HORIZONTAL GIRT FRAMING
OUTSIDE CORNER DETAILINSIDE CORNER DETAIL
EXTERIOR OUTSIDE
CORNER METAL TRIM
BY MTL BLDG MANUF
CONT SEALANT BY
MTL BLDG MANUF
OUTLINE OF CMU VENEER
WALL ASSEMBLY, BELOW
METAL CAP FLASHING
OUTLINE OF METAL
CAP FLASHING BY
MTL BLDG MANUF
INTERIOR OUTSIDE
CORNER METAL TRIM
BY MTL BLDG MANUF
CONT SEALANT BY
MTL BLDG MANUF
FILL VOIDS WITH CLOSED-CELL
SPRAY-FOAM INSULATION
CONT SEALANT BY
MTL BLDG MANUF
INTERIOR
CONT SEALANT BY
MTL BLDG MANUF
FACE OF STRUCT
LINE / STRUCTURE
INTERIOR INSIDE
CORNER METAL TRIM
BY MTL BLDG MANUF
CONT SEALANT BY
MTL BLDG MANUF
FILL VOIDS WITH CLOSED-CELL
SPRAY-FOAM INSULATION
CONT SEALANT BY
MTL BLDG MANUF
EXTERIOR
TYPICAL EXTERIOR UPPER WALL
ASSEMBLY AT VEHICLE STORAGE,
SHOPS, & VEHICLE MAINTENANCE
• R-26 MINIMUM, METAL PANEL
ASSEMBLY
• HORIZONTAL GIRT FRAMING
EXTERIOR INSIDE
CORNER METAL TRIM
BY MTL BLDG MANUF
OUTLINE OF CMU
VENEER WALL
ASSEMBLY, BELOW
METAL CAP FLASHING
OUTLINE OF METAL CAP
FLASHING BY MTL BLDG MANUF
FACE OF STRUCT LINE /
STRUCTURE
FACE OF STRUCT LINE /
STRUCTURE
FLASHING CORNER TO
BE MITERED
FLASHING CORNER
TO BE MITERED
MAX
1' - 0"
MAX
1' - 0"
NOTE:
REFER TO EXTERIOR ELEVATIONS
FOR LOCATIONS OF CMU VENEER
CONTROL JOINTS
COMPRESSIBLE FILLER
3/8" EXPANSION JOINT
WITH SEALANT AND
BACKER ROD
4" CMU
VENEER
OF CONTROL
JOINT
EXTERIORCL
CONC BACK UP
WALL
CONT AIR AND
VAPOR BARRIER
BY WDC FSB
3" RIGID
INSULATION
MASONRY
ANCHOR OVERALL WALL THICKNESS 1' - 5"SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
MISC DETAILS II
A632
MF
BPM
DGT
2170117-E
CONFORMED
3" = 1'-0"7 EXTERIOR WALL DETAIL
3" = 1'-0"6 EXTERIOR WALL DETAIL
3" = 1'-0"8 CONTROL JOINT DETAIL
1 1/2" = 1'-0"3 MASONRY - BULLNOSE CORNER - PLAN DETAIL
1 1/2" = 1'-0"4 MASONRY INTERSECTION AT COLUMN - PLAN DETAIL
1 1/2" = 1'-0"5 MASONRY INTERSECTION AT COLUMN - PLAN DETAIL
1 1/2" = 1'-0"1 CMU VENEER & MTL PANEL CORNER DETAILS
3" = 1'-0"2 PLAN DETAIL - METAL PANEL CORNERS - TYP.
3" = 1'-0"9 CMU VENEER W/ CONC BACK UP TYPICAL VENEER EXPANSION JOINT - PLAN DETAIL
S
SMS
F
F
F
F
F
F
S
F
TOILET ACCESSORY SCHEDULE - DIV 10
FURNISHED AND INSTALLED BY CONTRACTOR:
MARK DESCRIPTION MFR QTY
SNV SANITARY NAPKIN VENDOR PER SPEC PER PLANS
SND SANITARY NAPKIN DISPOSAL PER SPEC PER PLANS
CH COAT / ROBE HOOK PER SPEC PER PLANS
GB GRAB BAR (DIMENSION PER PLANS)PER SPEC PER PLANS
MIRR MIRROR PER SPEC PER PLANS
M/BH MOP/BROOM HOLDER PER SPEC PER PLANS
JS JANITOR'S SHELVING PER SPEC PER PLANS
SC SHOWER CURTAIN PER SPEC PER PLANS
CR CURTAIN ROD FOR SHOWER PER SPEC PER PLANS
SD SOAP DISPENSER PER SPEC PER PLANS
PTD PAPER TOWEL DISPENSER PER SPEC PER PLANS
TTD TOILET TISSUE DISPENSER PER SPEC PER PLANS
GWB, PNTD
CWT-1
SD SD
PTD
MIRRMIRR
CWT-1
INTEGRAL RESINOUS BASE, TYP.
CL CL
COUNTERTOP
BRACKET, PNTD TYP.
CWT-2BEYOND
4
A911
GWB, PNTD
BENCH, TYP.
LOCKERS W/ SLOPED
TOPS & FILLER PANELS
ADA
BENCH
GWB, PNTD
TOILET
PARTITIONS
INTEGRAL RESINOUS
BASE, TYP.
CWT-1
LOCKERS W/ SLOPED
TOPS & FILLER PANELS
CWT-1
CWT-2 CWT-2
A912
10
A912
9
A912
9
7
A912
TYP TYP
TYP
TYP
GWB, PNTD
INTEGRAL RESINOUS BASE, TYP.
CWT-1
TOILET PARTITIONS
-SHOWN HIDDEN
FOR CLARITY
CWT-1
CWT-2 CWT-2
GWB, PNTD
URINAL PARTITION
-TYPICAL
117
BEYOND
BENCH, TYP.ADA BENCH
CWT-1
GWB, PNTD
INTEGRAL
RESINOUS
BASE, TYP.
LOCKERS W/ SLOPED
TOPS & FILLER PANELS
GWB, PNTD
CWT-2
5
A901
TYP
A912
10
A912
9
7
A912
GWB, PTD
- BEYOND
INTEGRAL
RESINOUS
BASE, TYP.
TOILET PARTITION
-SHOWN HIDDEN
FOR CLARITY
SHOWER
STALL
-BEYOND
GWB, PTD
GB42
TTD SND
CWT-2
CWT-1
A701 7
A701
6
10
853
4
2
ADA BENCHCH
TTD
TTD MIRRMIRRPTD
SD
SD
(5) 18"X18" LOCKERS
W/ SLOPED TOP &
FILLER PANELS
SC/CR
5432 GB42BENCHBENCHCL
CH
CL
CL CH
A701 911
11 1210.3
D
C
12.311.3
119
118
117
145
JAN. CL
119
CL
GB42
SC/CR SC/CR BENCH20' - 1 3/8"7' - 9"SC/CRMIRRPTD
SD
CL
GB-42TTDCH (4)1
17
18
19
20 21 22
23
24
18x24 LOCKERS W/
SLOPED TOP &
FILLER PANELS
F2
2D
2D
2F
1A
F2
2A
1A
F2
2D
2D
4B
4A
ADA BENCH7' - 6 1/4"CL
CL
CLEAR5' - 0"C.5
SANITARY WALL
PANEL EXTENTS
-SHOWN DASHED
4' - 2 1/8"5' - 4"SC/CR SC/CR
CL
6' - 0"
GB-42
7' - 9"EQ EQEQ EQ3' - 6"1
2
3
4 6
7
5
8
9 10
11
12
13 14
15
16
25
CL
2' - 8 9/16"5' - 4"
10' - 4"3' - 1 3/4"
6' - 0"
8' - 8"7' - 4"1' - 4 5/8"1' - 6"6' - 2"2' - 0"MIRR2A
3' - 0"
4B
4A
1A
1A
2D
CLEAR
5' - 3 13/16"
COORD
3' - 0 5/8" +/-COORD3' - 2 1/2" +/-3' - 5"3' - 2"5A
4B
2A2A
2A2A
5' - 1 1/2"2D
2D
EQ EQHOLD1' - 6"4' - 2 7/8"EQEQTHRESHOLDTHRESHOLDCL
CL
CLEAR3' - 0"CLEAR
6' - 0"
6' - 4"
4' - 0"
5' - 0"3' - 6"
2D 1A
1A
2D
EQ EQ
2' - 10"3' - 6"EQ EQ
9' - 8 5/8"
1C
1C
2A
1C
CHASE
1' - 4 1/4"1' - 6"3' - 0 3/8"2A
8' - 5 7/8"COORD
3' - 2 1/2"
COORD
3' - 2 1/2"COORD3' - 1 1/8"COORD3' - 0 1/8"1' - 8"5' - 4 5/8"A901 4
CWT-1
GWB, PTD
- BEYOND
INTEGRAL
RESINOUS
BASE, TYP.
GWB, PNTD
TOILET
PARTITION
CWT-2
GWB, PNTD
INTEGRAL
RESINOUS
BASE, TYP.
CWT-1
GWB, PNTD
LOCKERS W/
SLOPED TOPS &
FILLER PANELS
SDPTD
MIRR
118
COUNTERTOP
BRACKET, PNTD TYP.
CWT-2
ADA BENCH
MIRR CWT-2
CWT-1
GWB, PNTD
LOCKERS W/ SLOPED
TOPS & FILLER PANELS
CWT-2
INTEGRAL RESINOUS
BASE, TYP.
SHOWER
STALL
CWT-1
GWB, PNTD
CWT-2
CWT-1
ADA
BENCH
INTEGRAL
RESINOUS
BASE, TYP.
LOCKERS W/ SLOPED
TOPS & FILLER PANELS
LOCKERS W/
SLOPED TOPS &
FILLER PANELS
7
A912
TYP
10
A912
LOCKERS W/ SLOPED
TOPS & FILLER PANELS
INTEGRAL RESINOUS
BASE, TYP.
CWT-1
GWB, PNTD
GWB, PNTD
117
CWT-2
CWT-1
CWT-2 SHOWER
ASSEMBLY
-REFER TO
PLUMB DWGS
7
A912
9
A912
TYP
TYP
A701
15
14
13
16 A701
17
20
19
187' - 6"1' - 6"1' - 6"GB42GB42SD
HD
CL
SD
CL
CLCL112
FEMALE
TOILET
111
MALE
TOILET
112
TTDTTD
13.1
C
HD
111
2D
MIRRMIRRGB42 GB42
1A
1A 2D1A
2D
2D
THRESHOLD THRESHOLD
1' - 6"1' - 6"14
8' - 0"
2D
8' - 0"
SND
-
GWB,
PNTD
CWT-1
CWT-2
112
CWT-1
MIRR
GB-42
HD
SD
CWT-2
GWB, PNTDGWB, PNTD
CWT-1TTD
GB-42
CWT-2
GWB, PNTD
CWT-1
CWT-2
GWB,
PNTD
CWT-1
111
CWT-2
GWB, PNTD
CWT-1
CWT-2
GWB, PNTD
CWT-1
GB-42
TTD
CWT-2
SND
GWB,
PNTD
CWT-1
MIRR
HD SD
GB-42
CWT-2
K
1' - 6"CL
CL GB-42GB-42
A701
22
23
24
25
TTD139
8A
8A 3' - 4"SD
PTD
MIRR6.5
1' - 9"DPW
VEHICLE
MAINTENANCE
141 FLUIDS
ROOM
138
MECHANICS
OFFICE
1408' - 0"7' - 0"
CHASE
1' - 4 3/4" +/-
8A
8A
8A-2H
8A TOILET
139
1D
8AMIRR
PTD
INTEGRAL RESINOUS
BASE, TYP.
CMU, PNTD
SD
CMU, PNTD
GB-42 TTD
INTEGRAL RESINOUS
BASE, TYP.
GB-42
SDPTD
MIRRCMU, PNTD
INTEGRAL RESINOUS
BASE, TYP.
139
CMU, PNTD
INTEGRAL RESINOUS
BASE, TYP.
11 1210.3
D
C
12.311.3
C.5
JAN. CL
119
CORRIDOR
145
CORRIDOR
145
CORRIDOR
145
SMALL
ENGINE
REPAIR
SHOP
120
WOMEN'S
LOCKER
ROOM
118
MEN'S
LOCKER
ROOM
117
VEHICLE
AND
EQUIPMENT
STORAGE
136
MECHANICAL
ROOM
134
TRAINING /
STORM
EVENT
ROOM
114
CORRIDOR
145
8' -0"G2
10' -0"G2
10' -0"G2
8' -0"G2
10' -0"G2
8' -0"G2
10' -0"A1 8' -0"G2
8' -0"G2
6
6 OPP
HAND
6
6 6
VAV ACCESS PANEL
- COORD ACTUAL
LOCATION W/ HVAC
FSB
VAV ACCESS PANEL
- COORD ACTUAL
LOCATION W/ HVAC
FSB
0' 2' 4'8'
SCALE: 1/4" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
LARGE SCALE
PLANS / INTERIOR
ELEVATIONS
A701
MF
BPM
DGT
2170117-E
CONFORMED
1/4" = 1'-0"1/ A2027MEN'S LOCKER ROOM - EAST - SINKS
1/4" = 1'-0"1/ A7018MEN'S LOCKER ROOM - SOUTH
1/4" = 1'-0"1/ A20210MEN'S LOCKER ROOM - WEST - TOILETS
1/4" = 1'-0"1/ A7016MEN'S LOCKER ROOM - NORTH
1/4" = 1'-0"2/ A2025WOMEN'S LOCKER ROOM - WEST
1/4" = 1'-0"1/ A2011ENLARGED PLAN - LOCKER ROOMS
1/4" = 1'-0"1/ A7012WOMEN'S LOCKER ROOM - NORTH
1/4" = 1'-0"2/ A2023WOMEN'S LOCKER ROOM - EAST1/4" = 1'-0"1/ A7014WOMEN'S LOCKER ROOM - SOUTH
1/4" = 1'-0"1/ A2029MEN'S LOCKER ROOM - EAST - LOCKERS
1/4" = 1'-0"1/ A20211MEN'S LOCKER ROOM - WEST - SHOWER/LOCKERS
1/4" = 1'-0"1/ A20112ENLARGED PLAN - TOILET ROOMS
1/4" = 1'-0"12/ A70113MENS ROOM 112
1/4" = 1'-0"12/ A70114MENS ROOM 112
1/4" = 1'-0"12/ A70115MENS ROOM 112
1/4" = 1'-0"12/ A70116MENS ROOM 112
1/4" = 1'-0"12/ A70117WOMENS ROOM 111
1/4" = 1'-0"12/ A70118WOMENS ROOM 111
1/4" = 1'-0"12/ A70119WOMENS ROOM 111
1/4" = 1'-0"12/ A70120WOMENS ROOM 111
1/4" = 1'-0"1/ A20421TOILET ENLARGED PLAN - VEHICLE MAINTENANCE
1/4" = 1'-0"21/ A70122VEH. MAINT TOILET ROOM
1/4" = 1'-0"21/ A70123VEH. MAINT TOILET ROOM
1/4" = 1'-0"21/ A70124VEH. MAINT TOILET ROOM
1/4" = 1'-0"21/ A70125VEH. MAINT TOILET ROOM
1/4" = 1'-0"1/ A10326LARGE SCALE TOILET ROOM ENLARGED REFLECTED CEILING PLAN27LOCKER ROOMS AXON
PAINTED CHAIR RAIL
SECURED TO WD BLKG W/
3/8" LAG BOLT AT 32" O.C.
- INFILL W/ MATCHING
WOOD PLUG
1X4 HARDWOOD CHAIR RAIL
W/ 1/2" CHAMFERS, TOP &
BOTTOM AS SCHEDULED
- PAINTED
WALL CONSTRUCTION
- SEE A-SERIES
PROVIDE 2x NOM WOOD
BLOCKING BETWEEN
MTL STUDS
CL
2
4
PAINT GYP BOARD
- REFER TO INTERIOR
ELEVATIONS FOR
COLORS
PAINT GYP BOARD
- REFER TO INTERIOR
ELEVATIONS FOR
COLORS
OF WD
BLOCKING & OF
CHAIR RAIL
3' - 4" ABOVEFINISH FLOORGWB PNTD
GWB PNTD
107 108106105104103
PTD. WD.
CHAIR RAIL TYP.
PT -1
PT -2
1
A702
TYP
GWB PNTD
GWB PNTD
GWB PNTD
109
PTD. WD.
CHAIR RAIL TYP.
PT -2
PT -2
PT -1
3' - 0"4"1
A702
TYP GWB PNTD
GWB PNTD
101B 102
17
PTD. WD.
CHAIR RAIL TYP.
PT -1
PT -2
3' - 0"4"GWB PNTD
GWB PNTD
SF5
PTD. WD.
CHAIR RAIL TYP.
PT -1
PT -2
3' - 0"4"1
A702
TYP
101A
AS-1PTD. WD.
CHAIR RAIL TYP.
PT -1
PT -2
3' - 0"4"GWB PNTD
GWB PNTD
17
3' - 0"4"GWB PNTD
GWB PNTD
PTD. WD.
CHAIR RAIL TYP.
PT -1
PT -2GWB PNTD
GWB PNTD
SF3
3' - 0"4"PTD. WD.
CHAIR RAIL TYP.
PT -1
PT -2
GWB PNTD
GWB PNTD
3' - 0"4"PTD. WD.
CHAIR RAIL TYP.
PT -1
PT -2
GWB PNTD
GWB PNTD
110 129
PTD. WD.
CHAIR RAIL TYP.
PT -1
PT -2
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
INTERIOR
ELEVATIONS
A702
MF
BPM
DGT
2170117-E
CONFORMED
6" = 1'-0"6/ A7021WD ADMIN CHAIR RAIL
1/4" = 1'-0"10 INTERIOR ELEVATION - ADMIN AREA/Corridor EAST
1/4" = 1'-0"8 INTERIOR ELEVATION - ADMIN AREA SOUTH
1/4" = 1'-0"7 INTERIOR ELEVATION - ADMIN AREA NORTH
1/4" = 1'-0"12/ A9116INTERIOR ELEVATION - ADMIN AREA WEST
1/4" = 1'-0"5 INTERIOR ELEVATION - ENTRY VESTIBULE EAST
1/4" = 1'-0"2 INTERIOR ELEVATION - ENTRY VESTIBULE NORTH
1/4" = 1'-0"4 INTERIOR ELEVATION - ENTRY VESTIBULE SOUTH
1/4" = 1'-0"3 INTERIOR ELEVATION - ENTRY VESTIBULE WEST
1/4" = 1'-0"9 INTERIOR ELEVATION - CORRIDOR WEST
11 INTERIOR PERSPECTIVE - CORRIDOR
12 INTERIOR PERSPECTIVE - ENTRY TO ADMIN
COLORS ARE FOR REFERENCE ONLY AND ARE NO WAY TO BE
CONSTRUED AS COLOR SELECTIONS. COLORS ARE TO BE CHOSEN
DURING THE SUBMITTAL PROCESS REGARDING ACTUAL SUBMITTED
MANUFACTURERS WITH OWNER.
F
SMS
SMS
ADMIN FLOOR
0' -0"
MEZZANINE
13' -0"
VEHICLE
STORAGE FLOOR
-1' -0"
122
C12 STEEL CHANNEL
STRINGER, TYP.
14 GAUGE STEEL STAIR PAN
ASSEMBLY BY MISC METALS FSB
-FILLED WITH LIGHT WEIGHT
CONCRETE
1 1/2" Ø SCH. 80 STEEL PIPE
GUARDRAIL, BY MISC
METALS FSB
1 1/4" Ø SCH. 40 STEEL PIPE
HANDDRAIL WITH HANDRAIL
BRACKET AT 4'-0" O.C. MAX,
BY MISC METALS FSB
CMU, PNTD
EQEQEQEQ
8
A712
EQ
2
A712
A712
3
6.5
VEHICLE
MAINTENANCE
MEZZANINE
11' -0"
6.3
147
-
---
1
A711
3' - 10"3' - 6"3' - 2"20 TREADS @ 11" = 20' - 2"
RAIL EXTENSION
1' - 9 5/16"
EXTENSION
7 7/8"
C12 STEEL CHANNEL
STRINGER, TYP.
1 1/4" Ø SCH. 40 STEEL PIPE
HANDDRAIL WITH HANDRAIL
BRACKET AT 4'-0" O.C. MAX, BY
MISC METALS FSB
8
A712
8
A712
1 1/2" Ø SCH. 80 STEEL
PIPE GUARDRAIL, BY
MISC METALS FSB
6.56.3
ADMIN FLOOR
0' -0"
MEZZANINE
13' -0"
VEHICLE
STORAGE FLOOR
-1' -0"
D 4
A711
14 GAUGE STEEL STAIR
PAN ASSEMBLY BY MISC
METALS FSB
-FILLED WITH LIGHT
WEIGHT CONCRETE
CMU, PNTD
EQ
1 1/4" Ø SCH. 40 WT STEEL
PIPE HANDDRAIL WITH 5/8"
BENT ROD HANDRAIL
ATTACHMENT, TYP EVERY
GUARDRAIL POST, BY MISC
METALS FSB
1 1/2" Ø SCH. 80 STEEL
PIPE GUARDRAIL, BY
MISC METALS FSB
1 1/2" Ø SCH. 80 STEEL
PIPE GUARDRAIL, BY
MISC METALS FSB
C12 STEEL CHANNEL
STRINGER, TYP.
VEHICLE
MAINTENANCE
MEZZANINE
11' -0"
1211.3 3
A711
1 1/4" Ø SCH. 40 STEEL PIPE HANDDRAIL
WITH 5/8" BENT ROD HANDRAIL
ATTACHMENT, TYP EVERY GUARDRAIL
POST, BY MISC METALS FSB
C12 STEEL CHANNEL
STRINGER, TYP.
14 GAUGE STEEL STAIR PAN
ASSEMBLY BY MISC METALS FSB
-FILLED WITH LIGHT WEIGHT
CONCRETE
5
A712
2
A712
3' - 1 9/32"2' - 3"6' - 6"
CONC KNEE
WALL, PNTD
10
A712
1 1/2" Ø SCH. 80CANE
DETECTION STEEL PIPE
GUARDRAIL, PNTD TYP.
6
A712
GWB, PNTD
8A
1 1/2" Ø SCH. 80 STEEL PIPE
GUARDRAIL, BY MISC METALS
FSB
A712
3
11 11.3
4
A711
3
A711
4
A712
6
A712
4' - 9 13/16"C12 STEEL CHANNEL
STRINGER, TYP.
6
A7121 1/2" Ø XTRA-STRONG (XS)
WT STEEL PIPE GUARDRAIL,
BY MISC METALS FSB
1 1/2" Ø XTRA-STRONG (XS) WT STEEL
PIPE GUARDRAIL, BY MISC METALS FSB
1 1/2" Ø XTRA-STRONG (XS) WT STEEL
PIPE HANDDRAIL WITH 5/8" BENT ROD
HANDRAIL ATTACHMENT, TYP EVERY
GUARDRAIL POST, BY MISC METALS FSB 4' - 8 5/16"1 1/2" Ø XTRA-STRONG (XS) WT STEEL
PIPE GUARDRAIL, BY MISC METALS FSB
145
12
D
11.3
4
A711
3
A711
3' - 10"
3' - 6"4 TREADS @ 11" = 3' - 8"3' - 10"15 TREADS @ 11" = 13' - 9"1 TREAD LANDING = 4' - 6 11/16"
1 1/2" Ø SCH. 80 CANE
DETECTION STEEL PIPE
GUARDRAIL, PNTD. TYP.
6
A712
6
A712 1
A712
1
A712 C12 STEEL CHANNEL
STRINGER, TYP.
1 1/4" Ø SCH. 40 STEEL PIPE HANDDRAIL
WITH 5/8" BENT ROD HANDRAIL
ATTACHMENT, TYP EVERY GUARDRAIL
POST, BY MISC METALS FSB
10
A712
1 1/2" Ø SCH. 80 STEEL
PIPE GUARDRAIL, BY
MISC METALS FSB
ADMIN FLOOR
0' -0"
VEHICLE
STORAGE FLOOR
-1' -0"
11 11.3
4
A712
6
A712
2 EQUAL RISERS = 1' - 0"6
A712
5
A712
145
0'0' 1' 2'4'
SCALE: 1/2" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
LARGE SCALE
STAIR PLANS /
SECTIONS
A711
MF
BPM
DGT
2170117-E
CONFORMED
1/2" = 1'-0"2/ A7111DPW VEHICLE MAINTENANCE - STAIR SECTION
1/2" = 1'-0"1/ A2042DPW VEHICLE MAINTENANCE - STAIR
1/2" = 1'-0"4/ A7113VEHICLE STORAGE - STAIR SECTION - UPPER
1/2" = 1'-0"2/ A2024VEHICLE STORAGE - STAIR SECTION - LOWER
1/2" = 1'-0"1/ A2025VEHICLE STORAGE - RAMP AND STAIR
1/2" = 1'-0"1/ A2026VEHICLE STORAGE - STAIRS
1/2" = 1'-0"7 VEHICLE STORAGE - RAMP AND STAIR SECTION
2"C12 X 30 STL
CHANNEL STRINGER
- TYPICAL, BY MISC
METALS FSB
CONCRETE FILLED METAL
PAN STAIR SYSTEM BY
MISC METALS FSB
1 1/2" Ø SCH. 80 STL PIPE
GUARDRAIL BY MISC
METALS FSB
1 1/4" Ø SCH. 40 STL PIPE
HANDRAIL /
1 1/2" Ø SCH. 80 STL PIPE
GUARDRAIL BY MISC
METALS FSB
3 1/2"3' - 6"1 1/2" Ø SCH. 80 STL
PIPE GUARDRAIL BY
MISC METALS FSB EQEQ1 1/2" Ø SCH. 80 STL
PIPE GUARDRAIL BY
MISC METALS FSB
3' - 0"3' - 6"C12 X 30 STL
CHANNEL STRINGER
- TYPICAL, BY MISC
METALS FSB
CONCRETE FILLED METAL
PAN STAIR SYSTEM, BY
MISC METALS FSB
5/8" Ø BENT ROD
HANDRAIL ATTACHMENT
- TYP EVERY GUARDRAIL
POST, BY MISC METALS
FSB
RETURN HANDRAIL
TO GUARDRAIL POST
1 1/2" Ø SCH. 80 STL PIPE
GUARDRAIL BY MISC
METALS FSB
1 1/4" Ø SH. 40 STL PIPE
HANDRAIL / 1 1/2" Ø SCH 80
STL PIPE GUARDRAIL BY
MISC METALS FSB
T.O. FLOOR
SLAB 1' - 6"2-1/2" STRINGER FLANGE WIDTH, TYP.
FLANGE TO BE ADEQUATE WIDTH TO
ACCOMMODATE PIPE RAIL AND FILLET
WELD ATTACHMENT OF RAIL TO
STRINGER.
FILLET WELD ATTACHMENT OF RAIL
TO STRINGER. GRIND SMOOTH ALL
WELDS FOR ACCEPTABLE FINISHED
APPEARANCE.
1-1/2" SCH. 80 PIPE STEEL
GUARDRAIL. SHOP PRIMED, FIELD
PNTD. TYP.
2 1/2"3' - 0"3' - 0"STL CLIP ANGLE WELDED TO
STRINGER AND SECURE TO SLAB
W/ 3/4" Ø x 5 1/2" EXPANSION BOLT
BY MISC METALS FSB
- TYP EA SIDE OF STAIR
T.O. FLOOR SLAB
ELEV: 0'-0"
1 1/2" Ø SCH. 80 STL PIPE
GUARDRAIL BY MISC
METALS FSB 4"3' - 0"3' - 6"T.O. MEZZANINE
ELEV: 12'-0"
A.3/16" FILLET WELD
-ENTIRE CONNECTION OF ALL RAILS /
POSTS
B.ALL STEEL STAIR COMPONENTS
SHALL BE SHOP PRIMED BY MISC
METALS FSB AND PAINTED BY
PAINTING FSB
GENERAL STAIR NOTES:
12" EXTENSION
CL
CL
CL
OF GUARDRAIL POST
& OF HANDRAIL
ATTACHMENT
OF GUARDRAIL POST
& OF HANDRAIL
ATTACHMENT OF GUARDRAIL POST& OF HANDRAIL ATTACHMENTLEADING EDGE
OF NOSING
5/8" Ø BENT ROD HANDRAIL
ATTACHMENT BY MISC
METALS FSB
- TYP EVERY GUARDRAIL POST
1 1/4" Ø SCH. 40 STL PIPE
HANDRAIL BY MISC
METALS FSB
RETURN HANDRAIL
TO GUARDRAIL
POST
LEADING EDGE OF
NOSING
T.O.
HANDRAIL
5/8" Ø BENT ROD
HANDRAIL ATTACHMENT
BY MISC METALS FSB
- TYP EVERY GUARDRAIL
POST
1 1/2" Ø SCH. 80 STL PIPE
GUARDRAIL BY MISC
METALS FSB
1 1/2" Ø SCH. 80 STL
PIPE GUARDRAIL
LEADING EDGE
OF NOSING
1 1/4" Ø SCH. 40 STL
PIPE HANDRAIL
1 1/2" Ø SCH. 80 STL
PIPE GUARDRAIL
14 GAUGE STL STAIR
PAN ASSEMBLY
- FILLED W/ LIGHT
WEIGHT CONCRETE
C12 x 30 STL
CHANNEL
STRINGER
- TYPICAL 2 "
14 GAUGE STL STAIR
PAN ASSEMBLY BY MISC
METALS FSB
- FILLED W/ LIGHT
WEIGHT CONCRETE
C12 x 30 STL
CHANNEL STRINGER
BY MISC METALS FSB
- TYPICAL
1 1/2" Ø SCH. 80 STL
PIPE GUARDRAIL BY
MISC METALS FSB
1 1/4" Ø SCH. 40 STL
PIPE HANDRAIL BY
MISC METALS FSB
TYPICAL7" RISER 2 "3' - 6" 1'-11" EXTENSION
TYPICAL
11" TREAD
EQEQEQEQEQEQ1 1/2" Ø XTRA-STRONG (XS)
WT STL PIPE GUARDRAIL
BY MISC METALS FSB
1 1/2" Ø SCH. 80
STL PIPE
GUARDRAIL
1 1/2" Ø SCH. 80 STL PIPE
GUARDRAIL BY MISC
METALS FSB
CL
PROVIDE GUARD RAIL POST
SLEEVES AS REQUIRED TO
RECIEVE GUARDRAIL POSTS BY
MISC METALS FSB
1 1/2" Ø SCH. 80 GALV
STEEL PIPE GUARDRAIL
& POSTS BY MISC
METALS FSB
TO UNDERSIDE OF
STAIR STRINGER
2' - 3"EQ 6'-8" 7'-0" +/-
EQ
RETURN TO WALL OR PROVIDE "U"
CANE RAIL CONDITION IF STAIR IS
NOT ADJACENT TO WALL1' - 6"1 1/2" Ø SCH. 80 STL PIPE
GUARDRAIL BY MISC
METALS FSB
1 1/4" Ø SCH. 40 STL PIPE HANDRAIL
BY MISC METALS FSB
3'-0"ABOVE NOSING AND/OR LANDING AS OCCURSCLR
1 1/2"
FACE OF GUARDRAIL POST
- BEYOND, BY MISC METALS FSB
5/8" HANDRAIL
BRACKET, 4'-0" O.C.
MAX, AND 1'-0" FROM
ENDS, MAX BY MISC
METALS FSB
NOTES:
1. REFER TO ENLARGED STAIR PLANS
SERIES FOR HANDRAIL LOCATIONS (TYP.)
2. RETURN ALL MTD HANDRAILS BACK TO
WALL W/ RADIUS TRANSITIONS. ALL
JOINTS MUST BE SMOOTH. (CAP ALL
OPEN PIPE ENDS & LEAVE 1/8" CLEAR
BETWEEN FINISH WALL AND HANDRAIL
RETURN ENDS) 1 1/2"WALL CONSTRUCTION
5/8" HANDRAIL BRACKET, 4'-0"
O.C. MAX, AND 1'-0" FROM
ENDS, MAX BY MISC METALS
FSB
1 1/4" Ø SCH. 40 STL PIPE
HANDRAIL BY MISC METALS
FSB
CLR
1 1/2"1 1/2"3'-0"ABOVE NOSING AND/OR LANDING AS OCCURSNOTES:
1. REFER TO ENLARGED STAIR PLANS
SERIES FOR HANDRAIL LOCATIONS (TYP.)
2. RETURN ALL MTD HANDRAILS BACK TO
WALL W/ RADIUS TRANSITIONS. ALL
JOINTS MUST BE SMOOTH. (CAP ALL OPEN
PIPE ENDS & LEAVE 1/8" CLEAR BETWEEN
FINISH WALL AND HANDRAIL RETURN
ENDS)
WALL
CONSTRUCTION
HANDRAIL BRACKET,
4'-0" O.C. MAX, AND
1'-0" FROM ENDS, MAX
BY MISC METALS FSB
NOTES:
1. REFER TO ENLARGED STAIR PLANS
SERIES FOR HANDRAIL LOCATIONS (TYP.)
2. RETURN ALL MTD HANDRAILS BACK TO
WALL W/ RADIUS TRANSITIONS. ALL
JOINTS MUST BE SMOOTH. (CAP ALL
OPEN PIPE ENDS & LEAVE 1/8" CLEAR
BETWEEN FINISH WALL AND HANDRAIL
RETURN ENDS)
CONT. 2X8 BLKG
BETWEEN STUDS
2
8
1 1/4" Ø SCH. 40 STL PIPE HANDRAIL BY
MISC METALS FSB
1 1/2"CLR
1 1/2"3'-0"ABOVE NOSING AND/OR LANDING AS OCCURS3 1/2"EQEQ3' - 6"CL 2' - 10"4"
CONCRETE RAMP
- BEYOND
T.O. LANDING / RAMP /
NOSING AS OCCURS
1 1/2" Ø SCH. 80 STL PIPE
GUARDRAIL BY MISC
METALS FSB
1 1/4" Ø SCH. 40 STL PIPE
HANDRAIL /
1 1/2" Ø SCH. 80 STL PIPE
GUARDRAIL BY MISC
METALS FSB
1 1/2" Ø SCH. 80 STL
PIPE GUARDRAIL BY
MISC METALS FSB
1 1/2" Ø SCH. 80 STL
PIPE GUARDRAIL BY
MISC METALS FSB
CONC WALL CONSTRUCTION
5/8" HANDRAIL BRACKET,
4'-0" O.C. MAX, AND 1'-0"
FROM ENDS, MAX BY MISC
METALS FSB
1 1/4" Ø SCH. 40 STL PIPE
HANDRAIL BY MISC METALS
FSB 1 1/2"3'-0"ABOVE NOSING AND/OR LANDING AS OCCURSNOTES:
1. REFER TO ENLARGED STAIR PLANS
SERIES FOR HANDRAIL LOCATIONS (TYP.)
2. RETURN ALL MTD HANDRAILS BACK TO
WALL W/ RADIUS TRANSITIONS. ALL
JOINTS MUST BE SMOOTH. (CAP ALL OPEN
PIPE ENDS & LEAVE 1/8" CLEAR BETWEEN
FINISH WALL AND HANDRAIL RETURN
ENDS)
CLR
1 1/2"
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
STAIR DETAILS
A712
MF
BPM
DGT
2170117-E
CONFORMED
1 1/2" = 1'-0"4/ A7115STAIR HANDRAIL / GUARDRAIL SECTION - 3 RAIL
1 1/2" = 1'-0"1/ A7112STAIR HANDRAIL / GUARDRAIL ELEVATION - END CONDITION
6" = 1'-0"1/ A7113STAIR RAIL SECTION DETAIL
1 1/2" = 1'-0"6/ A7111MEZZANINE STAIR SECTION - 3 RAIL
3" = 1'-0"4/ A7116GUARDRAIL MOUNTED HANDRAIL DETAIL - 3 RAIL
3" = 1'-0"1/ A7118CMU WALL MOUNTED HANDRAIL DETAIL
3" = 1'-0"7 GYPSUM BOARD WALL MOUNTED HANDRAIL DETAIL
1 1/2" = 1'-0"5/ A7114TYPICAL RAMP HANDRAIL / GUARD
3" = 1'-0"4/ A71110CONC WALL MOUNTED HANDRAIL DETAIL
18" TALL CANE BOLT
WITH BRACKET BY
MISC METALS FSB
- TYP (1) PER GATE
WELDED EYE FOR SAFETY
CHAIN BY MISC METALS FSB
- TYP EA SIDE OF GATE
2" x 1/4" BAR HASP & STAPLE
FOR 7/16" PADLOCK SHACKLE
BY MISC METALS FSB
SAFETY CHAIN W/ SPRING LOADED
ATTACHMENTS BY MISC METALS FSB
-TYP EACH END
3" HEAVY DUTY HINGES
BY MISC METALS FSB
- TYP (3) PER GATE
2' - 6"SWING GATE
6' - 0"3' - 6"3' - 0"3 1/2"4"1 1/2" Ø SCH. 80 STL
PIPE GUARDRAIL BY
MISC METALS FSB
1 1/2" Ø SCH. 80 STL
PIPE GUARDRAIL BY
MISC METALS FSB
1 1/2" Ø SCH. 80 STL
PIPE GUARDRAIL BY
MISC METALS FSB
4"CHANNEL
- SEE STRUCT DWGS
T.O. MEZZANINE
ELEV: VARIES
WARNING
FALL HAZARD
FALLING FROM THIS HEIGHT
WILL BE PAINFUL AND
COULD LEAD TO DEATH
OSHA FALL SIGNAGE
OSHA FALL SIGNAGE EQEQ1 1/2" Ø SCH. 80 STL
PIPE GUARDRAIL BY
MISC METALS FSB
4" INSULATED METAL PANEL
COMPRESSIBLE FILLER,
MAX 3/4"
3/8" BENT PLATE POUR
STOP, SEE STRUCTURAL
DWGS
COLUMN, SEE STRUCTURAL
DRAWINGS
FACE OF STRUCT
LINE / STRUCTURE
HORIZONTAL GIRT, LOCATIONS
ARE APPROXIMATE, ABOVE1/2"COMPRESSED FILLER
CONCRETE SLAB, SEE
STRUCTURAL DWGS
3/4"GIRT8" 4"
COLUMN, SEE STRUCTURAL
DRAWINGS
4" INSULATED METAL PANEL
HORIZONTAL GIRT, LOCATIONS
ARE APPROXIMATE
CONCRETE SLAB, SEE
STRUCTURAL DWGS
COMPRESSIBLE FILLER,
MAX 3/4"
3/8" BENT PLATE POUR
STOP, SEE STRUCTURAL
DWGS
PLAN VIEW
AXON VIEW
COMPRESSED FILLER
CHANNEL VARIES
- SEE STRUCT DWGS
T.O. MEZZANINE
ELEV: VARIES
MEZZANINE RAILLING
ASSEMBLY
1/2" EXPANISION ANCHOR
AT 2'-8" O.C. MAX.
- 3" MIN. EMBEDMENT DEPTH
IN FULLY GROUTED CELLS
PIPING
1" +/- EXTENDED BEYOND
OUTER MOST FACE OF PIPING
8"2"1"
L8x6x1/2", FURNISHED AND
INSTALLED BY MISC MTLS FSB
- PAINTED BY PAINT FSB
1/2" EXPANISION ANCHOR
AT 2'-8" O.C. MAX.
- 3" MIN. EMBEDMENT DEPTH
IN FULLY GROUTED CELLS
1. ANGLES TO BE PROVIDED AND
INSTALLED BY MISC METALS FSB.
2. PROVIDE BELOW ALL MEZZANINE
GATE OPENINGS. ANGLES TO EXTEND
6" PAST EACH END OF GATE OPENING.
3. AT VEHICLE MAINTENANCE
MEZZANINE, PROVIDE 1/4" STEEL BENT
PLATE, SIZE AS INDICATED BELOW TO
PROTECT TAIL PIPE EXHUAST DUCT.
VERIFY FINAL SIZE WITH INSTALLED
DUCTWORK / PIPING PRIOR TO
FABRICATNG AND INSTALLING.
NOTE:
L8x6x1/2", FURNISHED AND
INSTALLED BY MISC MTLS FSB
- PAINTED BY PAINT FSB
10"2"6"1/4" BENT
STEEL PLATE
GRIND EDGES
SMOOTH
APPROX. EXTENTS OF BENT
PLATE AT VEHICLE
MAINTENANCE LOCATIONS
APPROX. EXTENTS OF BENT
PLATE AT VEHICLE
MAINTENANCE LOCATIONS
FASTENERS AT 2'-0"
O.C. MAX
.050 ALUM BRAKE MTL CLOSURE
METAL WALL PANEL
ASSEMBLY BY MTL
BLDG MANUF
INTERIOR
EXTERIOR
FACE OF STRUCT
LINE /
STRUCTURE
TOP OF MEZZANINE
ELEV: - VARIES
CONCRETE
MEZZ SLAB
POUR STOP
GIRT
- LOCATION
VARIES
DETAIL OCCURS AT ALL MEZZANINE
TO EXTERIOR WALL LOCATIONS
GIRT
- LOCATION
VARIES
FASTENERS AT 2'-0" O.C. MAX
- VERIFY FASTENING THROUGH MTL
PANEL IS COMPATIBLE WITH MTL
BLDG MANUF PRIOR TO FASTENING
3"3"CONT SEALANT BY WDC FSB
- TYP AT MTL PANEL
0'6" 1' 2'
SCALE: 1 1/2" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
MEZZANINE
DETAILS
A713
MF
BPM
DGT
2170117-E
CONFORMED
1 1/2" = 1'-0"2/ A2021MEZZANINE SWING GATE ELEVATION - 3 RAIL
1 1/2" = 1'-0"2 TYPICAL MEZZANINE LEVEL COLUMN CLOSURE DETAIL
1 1/2" = 1'-0"2/ A2023SECTION DETAIL - PIPE PROTECTION
3" = 1'-0"2/ A2024MEZZ. CLOSURE PLATE AGAINST GIRTS
DOWN
EQUAL
9' - 8"
EQUAL
9' - 8"4' - 0"14 EQUAL TREADS AT 11" EACH, 15 EQUAL RISERS AT 7" EACH
12' - 11"21' - 2"
8"8"8"5' - 4"CONCRETE FOOTING
GALV ANCHOR
RODS AND HOOKS
GALV L3x3x1/4"
CROSS BRACING
W6x9 GALV STLCOLUMN
- TYPICAL ALL COLUMNS
C12x30 GALV STEEL
CHANNEL, ENTIRE PERIM
- ABOVE
GALV W6x20 BEAM
- ABOVE
1/2" GALV
CONNNECTION PLATE
- ABOVE
1/2" GALV
CONNNECTION PLATE
- ABOVE
1/2" GALV
CONNNECTION PLATE
- ABOVE
1 1/4" x 3/8" GALV
BAR GRATING W/
MECHANICAL
FASTENERS
- ABOVE
4'-10"2"2" 4'-10"4
A721
3
A721
GALV STEEL GRATE TREAD,
NON-SLIP NOSING
GALV STEEL
HANDRAIL
GALV STEEL PIPE
GUARDRAIL
CONCRETE
FOOTING
- BELOW
EQUAL
9' - 8"
EQUAL
9' - 8"OVERALL
34' - 3"
EXTENSION
1' - 11"4' - 4" 4' - 10"14' - 1"
14 EQUAL TREADS AT 11" EACH
12' - 10"5' - 4"4' - 0"DOWN
1 1/4" x 3/8" GALV BAR
GRATING W/ MECHANICAL
FASTENERS
-ABOVE
1 1/4" x 3/8" GALV BAR
GRATING W/ MECHANICAL
FASTENERS
-ABOVE
C12x30 GALV STEEL
CHANNEL, ENTIRE PERIM
- ABOVE
4
A721
3
A721
14 EQUAL TREADS AT 11" EACH
12' - 10"
EQUAL
9' - 8"
EQUAL
9' - 8"
OVERALL
34' - 3"15 EQUAL RISERS AT 7" EACH8' - 9"T.O. CAT WALK
ELEV: 8'-9"
T.O. CONC SLAB
ELEV: 0'-0"
GALV STEEL PIPE
GUARDRAIL
CONCRETE
FOOTING
GALV ANCHOR
RODS AND HOOKS
W6x9 GALV STL
COLUMN
- TYPICAL ALL COLUMNS
C12x30 GALV STEEL
CHANNEL, ENTIRE PERIM
W6x20 BEAM
EXTENSION
1' - 11"1' - 0"GALV STEEL GRATE TREAD,
NON-SLIP NOSING
1 1/4" Ø SCHEDULE
40 GALV STEEL
HANDRAIL
HANDRAIL3' - 0"GUARDRAIL3' - 6" EQ EQ EQ EQ EQ
EQ EQ EQ
4
A721
A721
5
A721
6
T.O. CAT WALK
ELEV: 8'-9"
T.O. CAT WALK
ELEV: 8'-9"2' - 3"EQEQ 6' - 8"TO UNDERSIDE OF
STAIR STRINGER
PROVIDE GUARD RAIL POST
SLEEVES AS REQUIRED TO
RECIEVE GUARDRAIL POSTS
1 1/2" Ø SCHEDULE 80 GALV STEEL
PIPE GUARDRAIL & POSTSCL
2' - 3"TO UNDERSIDE OF
STAIR STRINGER
7'-0" +/-3' - 0"1' - 6" 4' - 0"
4' - 10"
5'-4"
A721
5
3
A721
T.O. CAT WALK
ELEV: 8'-9"4"3 1/2"3' - 6"1 1/2" Ø SCH. 80 GALV STEEL
PIPE GUARDRAIL
1 1/2" Ø SCH. 80GALV STEEL
PIPE GUARDRAIL
1 1/2" Ø SCH. 80 GALV STEEL
PIPE GUARDRAIL 3 1/2"GALV L3x3x5/16" CONT
GRATE SUPPORT
1 1/4" x 3/8" GALV BAR
GRATING W/ MECHANICAL
FASTENERS
C12x30 GALV
STEEL CHANNEL,
ENTIRE PERIM
1 1/2" Ø SCH. 80 GALV STEEL
PIPE GUARDRAIL
EQEQ1' - 4"1' - 0"1' - 4"1' - 4"CONCRETE FOOTING BY
GENERAL CONTRACTOR
GALV. STEEL SUPPORT
GALV ANCHOR RODS, HOOKS
AND STEEL BASE PLATE
- CUT ANCHOR ROD FLUSH W/
DOUBLE BOLT
CONCRETE FOOTING
BY GENERAL
CONTRACTOR
GALV. STEEL SUPPORT
GALV ANCHOR RODS,
HOOKS AND STEEL
BASE PLATE
3/4" CHAMFER
- TYP ALL SIDES
(4) #4's BY GENERAL
CONTRACTOR
(3) #3 TIES IN TOP
5" BY GENERAL
CONTRACTOR
NOTE:
COORDINATE PEDESTAL
LOCATION WITH APPROVED
CATWALK SUBMITTAL
DRILL AND EPOXY
ANCHOR BARS EMBED 6"
BY GENERAL CONTRACTOR
- TYPICAL
SECTION VIEW
PLAN VIEW
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
CATWALK PLAN,
SECTION, &
DETAILS
A721
MF
BPM
DGT
2170117-E
CONFORMED
1/2" = 1'-0"1 CATWALK FRAMING PLAN
1/2" = 1'-0"2 CATWALK PLAN
1/2" = 1'-0"3/ A3023CATWALK SECTION 1
1/2" = 1'-0"1/ A7214CATWALK SECTION 2
1 1/2" = 1'-0"3/ A7215CATWALK RAILING DETAIL
3" = 1'-0"3/ A7216CATWALK FNDN DETAIL
SEE SCHED.
VARIES
VARIES - SEE SCHEDULEHM-1 HM-3
SEE SCHED.
VARIES
HM-4VARIES SEE SCHEDULE8"8"
HOLLOW METAL DOORS
SEE SCHED.
VARIES
AL-1
ALUMINUM DOORS7' - 0"VARIES5"5"1' - 4"1' - 6"8"8"GLAZING TYP
- SEE DOOR &
GLAZING
SCHEDULE
OVERHEAD DOORS
HOLLOW METAL FRAMES
HMF-3 HMF-4
ALUMINUM STORE FRONT SYSTEM
SEE SCHED.
VARIES
VARIES SEE SCHEDULEVARIES8"8"1' - 4"1' - 6"8"8"3' - 6" 2' - 8"
SCALE: 1/4" = 1'-0"SCALE:1/4" = 1'-0"
SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0"
AS-1
SEE SCHED.
VARIES2"2"
5' - 4"
2"4"- SEE SCHEDULEVARIES2"WD-2
WOOD DOORS
WD-3
SEE SCHED.
VARIES
7' - 0"VARIES8"8"1' - 4"1' - 6"8"8"HM-2
SEE SCHED.
VARIES
WD-1 VARIES - SEE SCHEDULESEE SCHED.
VARIES
WD-4VARIES - SEE SCHEDULE3' - 6"2' - 8"8"8"
SEE SCHED.
VARIES
VARIES SEE SCHEDULE1' - 0"1' - 0"SEE SCHED.
VARIES
VARIES SEE SCHEDULE1' - 0"1' - 0"SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0"
SEE SCHED.
VARIES
AL-2 VARIES SEE SCHEDULE6"6"3' - 4" 3' - 4" 4"- SEE SCHEDULEDOOR HEIGHT - VARIES- SEE SCHEDULE
DOOR WIDTH - VARIES
OHD-2 - POLYCARBONATE VEHICLE WASH
DOOR SEE SCHEDULE DOOR HEIGHT - VARIESSEE SCHEDULE
DOOR WIDTH - VARIES
FULL-VISION, POLYCARBONATE
SECTIONAL CAR WASH DOOR -
PROVIDE WITH STAINLESS STEEL
HARDWARE AND COUNTER BALANCE
MECHANISM. ALL METAL SUPPORT
FRAMING AND MOUNTING PLATES
AND ACCESORIES / BRACKETS TO BE
STAINLESS STEEL. PROVIDE
PROTECTION FOR ELECTRIC DOOR
OPERATORS RATED FOR A MARINE
ENVIRONMENT.
NOTE:
OHD-1 - EXT. INSULATED
INSULATED OVERHEAD STEEL SECTIONAL
DOOR WITH ELECTRIC OPERATOR
HMF-5
3' - 0"2"2"
4' - 6"
2"4"7' - 2"2' - 2"2"9' - 4"2"HMF-6
3' - 0"2"2"
5' - 4"
2"4"7' - 2"2' - 2"2"9' - 4"2"HMF-1
SEE SCHED.
VARIES
HMF-2 - SEE SCHEDULEVARIES4"2"2"
SEE SCHED.
VARIES
- SEE SCHEDULEVARIES2"2"2"
SEE SCHED.
VARIES
VARIES - SEE SCHEDULESS-1 SS-2
SEE SCHED.
VARIES
VARIES SEE SCHEDULE8"8"
STAINLESS STEEL DOORS3' - 6" 2' - 8"
SCALE: 1/4" = 1'-0"
STAINLESS STEEL FRAMES
SCALE: 1/4" = 1'-0"
SSF-1
SEE SCHED.
VARIES
SSF-2 - SEE SCHEDULEVARIES4"2"2"
SEE SCHED.
VARIES
- SEE SCHEDULEVARIES2"2"2"
SSF-3
SEE SCHED.
VARES2"2"SEE SCHED.VARIESSEE SCHED.VARIES2"2' - 0"2"TRANSOM WINDOW GLAZING AT EXTERIOR
DOORS TO BE FLUSH TO THE EXTERIOR
FACE OF FRAME, TYPICAL
NOTE:
NON-STOREFRONT GLAZING SCHEDULE
TYPE DESCRIPTION USE IN THESE LOCATIONS
1 1/4" CLEAR TEMPERED ALL INTERIOR NON-FIRE RATED DOORS AND INTERIOR WINDOWS
2
3
4
5
1/4" CLEAR LAMINATED GLASS
5/16" - 3/8" CERAMIC FIRE RATED GLASS
1" CLEAR INSULATING TEMPERED GLASS
AS INDICATED
ALL INTERIOR FIRE RATED DOORS & WINDOWS
ALL EXTERIOR DOORS, CURTAIN WALL, STOREFRONT, & WINDOWS
#
ALUMINUM FRAMED STOREFRONT GLAZING SCHEDULE
TYPE DESCRIPTION USE IN THESE LOCATIONS
A 1" INSULATED EXTERIOR GLAZING ALL EXTERIOR STOREFRONTS & ALUMINUM WINDOWS
B
C
1" INSULATED EXTERIOR GLAZING - TEMPERED
1" INSULATED EXTERIOR SPANDREL GLASS
AS INDICATED
AS INDICATED
#
1/4" TEMPERED FROSTED GLASS AS INDICATED
D 1/4" TEMPERED GLAZING INTERIOR STOREFRONT ASSEMBLIES
ALUM BLINDS
- SEE SCHEDULE
ALUM BLINDS
- SEE SCHEDULE
AS-2 AS-3
3' - 0"2"2' - 0"7' - 0"2"2"9' - 4"2"
6" Ø NOMINAL
EXHAUST PORT AS
SCHEDULED
MIN 1/2" THICK PLATE
SUPPORT ANGLE & STL PLATE
- TYP, SIZE PER MANUF
RECOMMENDATIONS
SIDE-MOUNTED HEAVY DUTY
COMMERCIAL OPERATOR ON
STL PLATE SUPPORT
PROVIDE SUPPLEMENTAL
STL FRAMING BETWEEN
HORIZ GIRTS AS REQ'D TO
SUPPORT PLATES FOR
TORSION SPRINGS - TYP,
PROVIDED BY MISC MTLS
CONTRACTOR
STL FRAMING BY MTL BLDG
MANUF
GIRTS SHOWN
DIAGRAMMATICALLY
- COORDINATE LOCATIONS
WITH MTL BLDG MANUF
4" MTL WALL PANEL
ASSEMBLY
CONT SUPPORT ANGLE FOR
TRACK ATTACHMENT
- INSTALLED & SIZED PER
OVERHEAD DOOR MANUF
3" HEAVY DUTY TRACK
BOLLARD
MIN 1/2" THICK PLATE
SUPPORT ANGLE & STL
PLATE
- TYP, SIZE PER MANUF
RECOMMENDATIONS
SIDE-MOUNTED HEAVY DUTY
COMMERCIAL OPERATOR ON
STL PLATE SUPPORT
PROVIDE SUPPLEMENTAL
STL FRAMING BETWEEN
HORIZ GIRTS AS REQ'D TO
SUPPORT PLATES FOR
TORSION SPRINGS - TYP,
PROVIDED BY MISC MTLS
CONTRACTOR
STL FRAMING BY MTL
BLDG MANUF
GIRTS SHOWN
DIAGRAMMATICALLY -
COORDINATE LOCATIONS
WITH MTL BLDG MANUF
3" HEAVY DUTY TRACK
4" MTL WALL PANEL
ASSEMBLY
CONC KNEE WALL
BOLLARD
EXHAUST PORT
- TYPICAL
PLATE W/ ANGLE SUPPORT
MOUNTING BETWEEN GIRTS FOR
OVERHEAD DOOR COMPONENTS
- PLATE & ANGLE BY MISC MTL
SUBCONTRACTOR
COUNTER BALANCE
MECHANISM / TORSION SPRING
A. SUPPLEMENTAL VERTICAL 3X3 STEEL ANGLES WITH WELD ATTACHED PLATES TO BE PROVIDED AND INSTALLED BY MISC METALS SUBCONTRACTOR.
B. VERTICAL ANGLES TO HAVE WELDED CLIP ANGLES BOLTED TO HORIZONTAL GIRT FRAMING.
C. SIZE AND QUANTITY OF ANGLES AND PLATES TO BE PROVIDED AT ALL LOCATIONS AS NECESSARY FOR COMPLETE INSTALLATION OF SECTIONAL DOORS, TRACKS, MOTORS, AND SPRINGS, TYP.
D. COORDINATE REQUIREMENTS WITH SECTIONAL DOOR MANUF.
E. COORDINATE / APPROVE ATTACHMENT TO BUILDING GIRT FRAMING WITH METAL BUILDING MANUF.
F. LAYOUT OF SUPPLEMENTAL STEEL IS SHOWN FOR DESIGN INTENT ONLY. ACTUAL SIZES AND QUANTITY OF STEEL TO BE REQUIRED / COORDINATED WITH SECTIONAL DOOR MANUF.
G. THE MISC MTLS CONTRACTOR SHALL FURNISH AND INSTALL UP TO (3) TORSION SPRING MOUNTING PLATES AND (1) OPERATOR MOUNTING PLATE AT EACH LOCATION. EACH PLATE SHALL BE SUPPORTED BY STEEL ANGLES. PLATE AND ANGLES SHALL BE PAINTED. COORDINATE PLATE SIZE, LOCATION AND LAYOUT WITH THE
OVERHEAD DOOR INSTALLER AND APPROVED SUBMITTAL DRAWINGS, TYPICAL ALL OVERHEAD DOORS.
H. PROVIDE COMPONENTS DESIGNED FOR A MARINE ENVIRONMENT, INCLUDING BUT NOT LIMITED TO TENSION SPRINGS, TRACKS, BOLTS, PANEL CONNECTORS, & MOTOR OPERATOR. ALL ELECTRICAL CONTROLS & CONNECTIONS SHALL BE N.E.M.A 4 RATED IN "VEHICLE WASH BAY".
I. THE ELECTRICAL CONTRACTOR SHALL PROVIDE DISCONNECT SWITCHES, STARTERS AND ALL LINE VOLTAGE WIRING AND CONDUIT TO OVERHEAD DOOR OPERATORS. THE HAND-OFF-AUTO SWITCH, PUSH BUTTON CONTROL STATION (MOMENTARY UP-STOP-DOWN) AND CONTROLLER IS FURNISHED BY THE OVERHEAD DOOR
MANUFACTURER AND INSTALLED BY THE ELECTRICAL CONTRACTOR. THE ELECTRICAL CONTRACTOR IS TO PROVIDE CONDUIT AND WIRING BETWEEN THE HAND-OFF-AUTO SWITCH, THE PUSH BUTTON CONTROL STATION AND CONTROLLER PER OVERHEAD DOOR MANUFACTURER REQUIREMENTS. FURNISHING AND INSTALLATION
OF THE MOTOR UNIT, OPTICAL SENSORS , PNEUMATIC DOOR SAFETY BOTTOM, LOW VOLTAGE WIRING AND ALL OTHER ACCESSORIES ASSOCIATED WITH THE OVERHEAD DOORS SHALL BE THE RESPONSIBILITY OF THE OVERHEAD DOOR CONTRACTOR.
J. METAL BLDG MANUF SHALL PROVIDE SUFFICIENT GIRT FRAMING BETWEEN TRANSLUCENT PANEL FRAMED OPENINGS AND EAVE GIRT / RIDGE FRAMING TO ALLOW MISC METALS CONTRACTOR TO CONNECT SUPPLEMENTAL FRAMING AS SHOWN.
K. ALL SUPPLEMENTAL STEEL TO BE PAINTED BY THE PAINTING CONTRACTOR.
GENERAL OVERHEAD DOOR NOTES:
CONT SUPPORT ANGLE FOR
TRACK ATTACHMENT
- INSTALLED & SIZED PER
OVERHEAD DOOR MANUF
REFER TO STRUCTURAL
DRAWINGS FOR CLIP ANGLE
MOUNTING DETAILS
COORDINATE LOCATION
OF PLATE FOR ALTERNATE
MOTOR LOCATIONS PER
O.H. DOOR MANUF
REQUIREMENTS
METAL BLDG MANUF TO SIZE
HORIZONTAL WALL GIRTS/
FRAMING TO ACCOMODATE LOADS
AND REACTIONS FROM O.H. DOOR
ASSEMBLY, TYP.
101A
8' - 0"
2"
3' - 0"
2"
2' - 2"
2"
2' - 2"
2"9' - 4"7' - 10"2"1' - 2"2"2"3' - 2"2"4' - 4"2"1' - 2"2"1
A832
8
A832
7
A832
127
2"
2' - 6"
2"
3' - 0"9' - 4"2"3' - 2"2"4' - 5"2"1' - 1"2"1
A832
7
A832
8
A832
125A
2"
3' - 0"
2"
2' - 6"7' - 11"2"1' - 1"2"9' - 4"2"4' - 5"2"1' - 1"2"6
A832
7
A832
8
A832
0' 2' 4'8'
SCALE: 1/4" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
DOOR SCHEDULE
A811
MF
BPM
DGT
2170117-E
CONFORMED
DOOR SCHEDULE
DOOR # Door Type
DOOR FRAMES DETAILS
GLAZING TYPE RATING HDWR SET CARD READER DOOR CONTACT REMARKSMATERIAL WIDTH HEIGHT TYPE MATERIAL BLINDS HEAD JAMB SILL
101A Al-1 AL 3' - 0" 7' - 10" AS-1 AL No 13 / A823 SIM B - 2 No Yes
101B WD-2 WD 3' - 0" 7' - 0" HMF-5 HM No 3 / A821 6 / A821 7 / A823 1 - 4 Yes Yes
102 WD-1 WD 3' - 0" 7' - 0" HMF-4 HM Yes 3 / A821 6 / A821 - 1 - 10A No No
103 WD-1 WD 3' - 0" 7' - 0" HMF-4 HM Yes 3 / A821 6 / A821 - 1 - 5 No No
104 WD-1 WD 3' - 0" 7' - 0" HMF-4 HM Yes 3 / A821 6 / A821 - 1 - 5 No No
105 WD-1 WD 3' - 0" 7' - 0" HMF-4 HM Yes 3 / A821 6 / A821 - 1 - 5 No No
106 WD-1 WD 3' - 0" 7' - 0" HMF-4 HM Yes 3 / A821 6 / A821 - 1 - 5 No No
107 WD-1 WD 3' - 0" 7' - 0" HMF-4 HM Yes 3 / A821 6 / A821 - 1 - 5 No No
108 WD-1 WD 3' - 0" 7' - 0" HMF-4 HM Yes 3 / A821 6 / A821 - 1 - 5 No No
109 WD-1 WD 3' - 0" 7' - 0" HMF-1 HM No 14 / A821 13 / A821 -- - 14 No No
110 WD-2 WD 3' - 0" 7' - 0" HMF-1 HM Yes 14 / A821 13 / A821 - 1 - 6 No No
111 WD-4 WD 3' - 0" 7' - 0" HMF-1 HM No 14 / A821 13 / A821 14 / A823 - - 11 No No
112 WD-4 WD 3' - 0" 7' - 0" HMF-1 HM No 14 / A821 13 / A821 14 / A823 - - 11 No No
113 WD-1 WD 6' - 0" 7' - 0" HMF-1 HM No 14 / A821 13 / A821 -- - 10C No No
114 WD-1 WD 3' - 0" 7' - 0" HMF-4 HM Yes 11 / A821 10 / A821 - 3 1 HR 10A No No
115 WD-1 WD 3' - 0" 7' - 0" HMF-1 HM Yes 14 / A821 13 / A821 8 / A823 - - 6 No No
116 WD-1 WD 6' - 0" 7' - 0" HMF-1 HM No 14 / A821 13 / A821 -- - 10C No No
117 WD-1 WD 3' - 0" 7' - 0" HMF-1 HM No 14 / A821 13 / A821 15 / A823 - - 12 No No
118 WD-1 WD 3' - 0" 7' - 0" HMF-1 HM No 14 / A821 13 / A821 15 / A823 - - 12 No No
119 WD-4 WD 3' - 0" 7' - 0" HMF-1 HM No 14 / A821 8 / A821 - -- 10A No No
120 HM-2 HM 6' - 0" 7' - 0" HMF-2 HM No 8 / A821 7 / A821 - 1 -10B No No
121A HM-2 HM 3' - 0" 7' - 0" HMF-2 HM No 8 / A821 7 / A821 - 1 - 10 No No
121B HM-2 HM 3' - 0" 7' - 0" HMF-6 HM No 9 / A822 8 / A822 SIM 13 / A823 4 - 3 No Yes
121C OHD-1 - 12' - 0" 14' - 0" OHD-1 STEEL No 7 / A822 6 / A822 11 / A823 - - 15 No No
122 HM-1 HM 3' - 0" 7' - 0" HMF-2 HM No 8 / A821 7 / A821 - - -10 No No
122A HM-2 HM 3' - 0" 7' - 0" HMF-3 HM No 5 / A821 4 / A821 13 / A823 4 - 10 No No
122B HM-2 HM 3' - 0" 7' - 0" HMF-6 HM No 9 / A822 8 / A822 SIM 13 / A823 4 - 3 No Yes
122C OHD-1 - 14' - 0" 14' - 0" OHD-1 STEEL No 7 / A822 6 / A822 11 / A823 - - 15 No No
123A HM-2 HM 3' - 0" 7' - 0" HMF-6 HM No 9 / A822 8 / A822 SIM 13 / A823 4 - 3 No Yes
123B HM-2 HM 3' - 0" 7' - 0" HMF-2 HM No 8 / A821 7 / A821 - 1 - 10 No No
123C OHD-1 - 14' - 0" 14' - 0" OHD-1 STEEL No 7 / A822 6 / A822 11 / A823 - - 15 No No
124 HM-2 HM 6' - 0" 7' - 0" HMF-2 HM No 8 / A821 7 / A821 - 1 -10B No No
125 WD-2 WD 3' - 0" 7' - 0" HMF-5 HM Yes 3 / A821 6 / A821 - 1 - 10 No No
125A AL-2 AL 3' - 0" 7' - 11" AS-3 AL Yes 13 / A823 SIM B - 2 No Yes
126 WD-1 WD 3' - 0" 7' - 0" HMF-4 HM Yes 3 / A821 6 / A821 - 1 - 5 No No
127 AL-2 AL 3' - 0" 7' - 11" AS-2 AL No 13 / A823 SIM B - 1 Yes Yes
127A WD-2 WD 3' - 0" 7' - 0" HMF-5 HM Yes 3 / A821 6 / A821 -1 - 10 No No
128 WD-1 WD 3' - 0" 7' - 0" HMF-4 HM Yes 3 / A821 6 / A821 - 1 - 5 No No
129 WD-2 WD 3' - 0" 7' - 0" HMF-5 HM No 3 / A821 6 / A821 9 / A823 1 - 4 No No
130 WD-1 WD 3' - 0" 7' - 0" HMF-1 HM No 9 / A821 8 / A821 9 / A823 - 2 HR 10A No No
131 SS-2 SS 3' - 0" 7' - 0" SSF-1 SS No 2 / A823 1 / A823 13 / A823 4 - 3 No Yes
132 SS-2 SS 3' - 0" 7' - 0" SSF-1 SS No 2 / A823 1 / A823 13 / A823 4 - 3 No Yes
134A HM-1 HM 3' - 0" 7' - 0" HMF-2 HM No 8 / A821 7 / A821 13 / A823 - - 6 No No
134B HM-1 HM 3' - 0" 7' - 0" HMF-1 HM No 8 / A821 7 / A821 13 / A823 - - 9 No No
135 HM-1 HM 3' - 0" 7' - 0" HMF-2 HM No 8 / A821 7 / A821 13 / A823 - - 6 No No
136A HM-2 HM 3' - 0" 7' - 0" HMF-7 HM No 3 / A822 1 / A822 13 / A823 4 - 9 No No
136B OHD-1 - 18' - 0" 16' - 0" OHD-1 STEEL No 5 / A822 4 / A822 11 / A823 - - 15 No Yes
136C HM-2 HM 3' - 0" 7' - 0" HMF-6 HM No 2 / A822 1 / A822 13 / A823 4 - 9 No No
136D OHD-1 - 18' - 0" 16' - 0" OHD-1 STEEL No 5 / A822 4 / A822 11 / A823 - - 15 No Yes
136E HM-2 HM 3' - 0" 7' - 0" HMF-7 HM 2 / A822 1 / A822 13 / A823 4 9 No No
137 HM-3 HM 6' - 0" 7' - 0" HMF-2 HM No 8 / A821 7 / A821 - 1 -8 No No
138A HM-1 HM 6' - 0" 7' - 0" HMF-2 HM No 8 / A821 7 / A821 - -2 HR 8 No No
138B HM-1 HM 6' - 0" 7' - 0" HMF-1 HM No 2 / A822 1 / A822 13 / A823 - - 13 No No
139 HM-4 HM 3' - 0" 7' - 0" HMF-2 HM No 8 / A821 7 / A821 - - -11 No No
140 HM-4 HM 3' - 0" 7' - 0" HMF-5 HM Yes 12 / A821 11 / A821 - 1 - 5 No No
141A HM-2 HM 3' - 0" 7' - 0" HMF-1 HM No 2 / A822 1 / A822 13 / A823 4 - 10 No No
141B HM-2 HM 3' - 0" 7' - 0" HMF-6 HM No 3 / A822 1 / A822 13 / A823 4 - 3 Yes Yes
141C OHD-1 - 16' - 0" 16' - 0" OHD-1 STEEL No 5 / A822 4 / A822 11 / A823 - - 15 No Yes PROVIDE 6" NOMINAL EXHAUST PORT
141D OHD-1 - 16' - 0" 16' - 0" OHD-1 STEEL No 5 / A822 4 / A822 11 / A823 - - 15 No Yes PROVIDE 6" NOMINAL EXHAUST PORT
141E OHD-1 - 16' - 0" 16' - 0" OHD-1 STEEL No 5 / A822 4 / A822 11 / A823 - - 15 No Yes PROVIDE 6" NOMINAL EXHAUST PORT
141F OHD-1 - 16' - 0" 16' - 0" OHD-1 STEEL No 5 / A822 4 / A822 11 / A823 - - 15 No Yes PROVIDE 6" NOMINAL EXHAUST PORT
141G OHD-1 - 16' - 0" 16' - 0" OHD-1 STEEL No 5 / A822 4 / A822 11 / A823 - - 15 No Yes PROVIDE 6" NOMINAL EXHAUST PORT
142A OHD-1 16' - 0" 16' - 0" OHD-1 STEEL No 5 / A822 4 / A822 11 / A823 - - 15 No No
142B HM-2 HM 3' - 0" 7' - 0" HMF-6 HM No 3 / A822 1 / A822 13 / A823 4 - 3 No Yes
142C OHD-1 - 16' - 0" 16' - 0" OHD-1 STEEL No 5 / A822 4 / A822 11 / A823 - - 15 No Yes PROVIDE 6" NOMINAL EXHAUST PORT
143 SS-1 WD 6' - 0" 7' - 0" SSF-2 SS No 6 / A823 5 / A823 13 / A823 SIM - - 8 No No
144B OHD-2 - 16' - 0" 16' - 0" OHD-2 STEEL No 4 / A823 3 / A823 11 / A823 - - 15 No No
144D OHD-2 - 16' - 0" 16' - 0" OHD-2 STEEL No 4 / A823 3 / A823 11 / A823 - - 15 No No
144F SS-3 SS 3' - 0" 7' - 0" SSF-3 SS No 6 / A823 SIM 5 / A823 13 / A823 SIM 1 - 10 No No
145 HM-2 HM 3' - 0" 7' - 0" HMF-3 HM No 5 / A821 4 / A821 13 / A823 4 - 10 No No PROVIDE DOOR SWEEP AND SEALS
146 HM-1 HM 6' - 0" 7' - 0" HMF-1 HM No 14 / A821 13 / A821 -- - 8 No No
147 HM-2 HM 6' - 0" 7' - 0" HMF-1 HM No 5 / A821 4 / A821 - 4 -10D No No
1/4" = 1'-0"6 OVERHEAD DOOR MISC METALS
FRAME
8 5/8" 2 5/8"
INTERIOR
INTERIOR
CMU LINTEL - SEE
STRUCTURAL DWGS
RAKE JOINT &
PROVIDE SEALANT &
BACKER ROD ENTIRE
PERIM - TYP EA SIDE
HM FRAME AS
SCHEDULED
GROUT FRAME
SOILD
DOOR AS
SCHEDULED
EA SIDE
1/2" TYP
7 5/8" 2 1/2"
5/8"TYP3/8"MASONRY OPENINGCONT SEALANT
- TYP ENTIRE PERIM FRAME4"GYP BD RETURN
CORNER BEAD
1 15/16" 4 3/4" 1 15/16"
SINGLE LAYER GWB,
SEE FLOOR PLAN FOR
PARTITION TYPE
BATT INSULATION
INTERIOR
INTERIOR
FILL CMU CAVITY
W/ GROUT
MASONRY
OPENING
HM FRAME AS
SCHEDULED7 5/8" 2 1/2"5/8"2 5/8"FRAME8 5/8"EA SIDE1/2" TYPFRAME
2"
PROVIDE SEALANT
- TYP EA SIDE
DBL MTL STUDS AT
JAMBS, TYP
DOOR AS
SCHEDULED
CORNER BEAD
3/8"
GROUT
FRAME SOLID
MASONRY "T"
ANCHORS
GWB RETURN
1 15/16"4 3/4"1 15/16"SINGLE LAYER GWB,
SEE FLOOR PLAN FOR
PARTITION TYPE
INTERIOR INTERIOR
CMU LINTEL - SEE
STRUCTURAL
DWGS
RAKE JOINT &
PROVIDE SEALANT &
BACKER ROD ENTIRE
PERIM - TYP EA SIDE
HM FRAME AS
SCHEDULED
GROUT FRAME
SOILD
HM DOOR AS
SCHEDULED
EA SIDE
1/2" TYP
5 5/8"
7 5/8"
9 5/8"
6 5/8" FRAME
8 5/8" FRAME
10 5/8" FRAME FRAME4"MASONRY OPENINGTYP3/8"INTERIOR
EXTERIOR
RAKE JOINT &
PROVIDE SEALANT &
BACKER ROD ENTIRE
PERIM - TYP EA SIDE
FILL CMU CAVITY
W/ GROUT
MTL JAMB ANCHORS,
MIN 3 PER JAMB
EA SIDE1/2" TYPTYP
3/8"
FRAME
2"
MASONRY OPENING
HM FRAME AS
SCHEDULED
GROUT
FRAME SOLID
REINFORCING
- SEE STRUCT
DWGS
HM DOOR AS
SCHEDULED6 5/8" FRAME8 5/8" FRAME10 5/8" FRAME5 5/8"7 5/8"9 5/8"FRAME2"FRAME
EA SIDE
1/2" TYP
PROVIDE CONT SEALANT
- TYP EA SIDE, HEAD AND
JAMBS
HM FRAME AS
SCHEDULED
DOOR AS SCHEDULED
1 15/16" VARIES 1 15/16"
GWB EA SIDE
- SEE FLOOR PLAN FOR
PARTITION TYPE
FRAMEFRAME
2"EA SIDE1/2" TYPDBL MTL STUDS
AT JAMBS
- TYP
MTL JAMB ANCHOR
- 3 PER JAMB
DOOR AS
SCHEDULEDPROVIDE SEALANT -
TYP EA SIDE, HEAD
AND JAMBS 1 15/16" VARIES 1 15/16"
GWB EA SIDE, SEE
FLOOR PLAN FOR
PARTITION TYPE
HM FRAME AS
SCHEDULED FRAMEFRAME
2"EA SIDE1/2" TYPDBL MTL STUDS
AT JAMBS - TYP
MTL JAMB ANCHOR
- 3 PER JAMB
DOOR AS
SCHEDULEDPROVIDE SEALANT
- TYP EA SIDE, HEAD
AND JAMBS 1 15/16" VARIES 1 15/16"
DOUBLE LAYER GWB EA
SIDE, SEE FLOOR PLAN
FOR PARTITION TYPE
FULLY GROUT AT RATED
FRAME ASSEMBLY, TYP.
HM FRAME AS
SCHEDULEDFRAME2"FRAME
EA SIDE
1/2" TYP
PROVIDE CONT SEALANT
- TYP EA SIDE, HEAD AND
JAMBS
HM FRAME AS
SCHEDULED
DOOR AS SCHEDULED
1 15/16" VARIES 1 15/16"
DOUBLE LAYER GWB EA
SIDE, SEE FLOOR PLAN
FOR PARTITION TYPE
FULLY GROUT AT RATED
FRAME ASSEMBLY, TYP.FRAMEFRAME
2"EA SIDE1/2" TYPDBL MTL STUDS
AT JAMBS - TYP
MTL JAMB ANCHOR
- 3 PER JAMB
DOOR AS SCHEDULEDPROVIDE SEALANT
- TYP EA SIDE, HEAD
AND JAMBS 1 15/16" VARIES 1 15/16"
GWB EA SIDE, SEE
FLOOR PLAN FOR
PARTITION TYPE
HM FRAME AS SCHEDULEDFRAME
2"REFER TO WALL TYPEVARIESGLAZING STOP
- PAINTED
TRANSOM GLAZING
AS SCHEDULED
HM FRAME AS SCHEDULED
GLAZING STOP
- PAINTED
TRANSOM GLAZING
AS SCHEDULED FRAME2"FRAME
EA SIDE
1/2" TYP
PROVIDE CONT SEALANT
- TYP EA SIDE, HEAD AND
JAMBS
HM FRAME AS
SCHEDULED
DOOR AS SCHEDULED
1 15/16" VARIES 1 15/16"
GWB EA SIDE, SEE
FLOOR PLAN FOR
PARTITION TYPE
TRANSOM GLAZING AS
SCHEDULED
FRAME2"GLAZING STOP
- PAINTED
REFER TO WALL TYPE
VARIES
GLAZING STOP
- PAINTED
TRANSOM GLAZING AS
SCHEDULED
HM FRAME AS
SCHEDULED
1/2"
6" METAL STUDS
AT 16" O.C.
CONT SEALANT,
TYP ENTIRE PERIM
8" METAL STUDS
BOX HEADER
DOOR FRAME
AS SCHEDULEDFRAME2"5/8" GWB
DOOR AS SCHEDULED
MIN. 3" CLOSED CELL
SPRAY FOAM INSULATION
1' - 1 1/4"
FRAME
8 1/4"
BATT INSULATION
2"3/8"CORNER
BEAD
5/8" 6" 2 3/8" 3 5/8" 5/8"
CONT BACKER ROD &
SEALANT - TYP ENTIRE
PERIM
6" DBL
METAL
STUDS
5/8"
GWB
3 5/8" METAL STUDS AT
16" O.C.
VEHICLE STORAGE
UP TO 4' -4" AFF
CONT BACKER ROD &
SEALANT - TYP ENTIRE
PERIM
FILL DOOR FRAME W/ LOW
EXPANSION SPRAY FOAM
INSULATION
FRAME8 1/4"CONT SEALANT,
TYP ENTIRE PERIM
CONC KNEE
WALL
ROUGH
OPNG
DOOR
FRAME
3/8"
8" CONC KNEE WALL
FRAME
2"FRAME8 1/4"CONT SEALANT
- TYP ENTIRE PERIM,
BOTH SIDES
CONC KNEE
WALL
ROUGH
OPNG
DOOR
FRAME
METAL JAMB ANCHOR,
MIN 3 PER JAMB1/2"8" CONC
KNEE WALL
- BELOW
5/8" GWB
FRAME
2"
VEHICLE STORAGE
ABOVE 4' -4" AFF
METAL JAMB ANCHOR,
MIN 3 PER JAMB1' - 1 1/4"1 3/8"3/8"5/8"3 5/8"2 3/8"6"5/8"DOOR AS SCHEDULED
3 5/8" METAL
STUDS
6" DBL
MTL STUD
8" 2" 3/8" 3 5/8"5/8"1' - 2 5/8"3 5/8" METAL STUDS
5/8" GWB
DOOR AS SCHEDULED1/2"2" RIGID
INSULATION
CONTINUOUS AIR &
VAPOR BARRIOR
MIN. 3" CLOSED CELL
SPRAY FOAM INSULATION
5/8" GWB
CONT BACKER ROD &
SEALANT - TYP ENTIRE PERIM
5 1/2" DBL
MTL STUD
CORNER BEAD
VEHICLE STORAGE
UP TO 4' -4" AFF
CONT BACKER ROD
& SEALANT - TYP
ENTIRE PERIM FRAME10 5/8"CONC KNEE
WALL
ROUGH
OPNG
DOOR
FRAME
3/8"
8" CONC KNEE WALL
FRAME
2"8" 2"3/8"7 5/8"DOOR AS SCHEDULED
2" RIGID INSULATION
CONTINUOUS AIR
& VAPOR BARRIOR1' - 6"MTL JAMB ANCHORS
- MIN 3 PER JAMB
GROUT
FRAME
SOLID
REINFORCING
- SEE STRUCT DWGS
CONT BACKER ROD
& SEALANT - TYP
ENTIRE PERIM
FILL CMU CAVITY
W/ GROUT FRAME10 5/8"CONT SEALANT
- TYP ENTIRE PERIM,
BOTH SIDES
CONC KNEE
WALL
ROUGH
OPNG
DOOR
FRAME
METAL JAMB ANCHOR,
MIN 3 PER JAMB
1/2"8" CONC
KNEE WALL
- BELOW
5/8" GWB FRAME
2"
VEHICLE STORAGE
ABOVE 4' -4" AFF1' - 3 5/8"1 3/8"3/8"5/8"6"2 3/8"6"5/8"DOOR AS SCHEDULED
6" METAL STUDS
MIN. 3" CLOSED CELL
SPRAY FOAM INSULATION
5/8" GWB
CONT BACKER ROD &
SEALANT - TYP ENTIRE PERIM
8" DBL MTL STUD
CORNER BEAD
1/2"
6" METAL STUDS AT
16" O.C.
CONT SEALANT,
TYP ENTIRE PERIM
8" METAL STUDS BOX
HEADER
DOOR FRAME AS
SCHEDULEDFRAME2"5/8" GWB
DOOR AS SCHEDULED
MIN. 3" CLOSED CELL
SPRAY FOAM INSULATION
1' - 3 5/8"
FRAME
10 5/8"
BATT INSULATION
2"3/8"CORNER
BEAD
5/8" 6" 2 3/8" 6" 5/8"
CONT BACKER ROD &
SEALANT - TYP ENTIRE
PERIM
6" DBL
METAL
STUDS
5/8"
GWB
MTL STUD BOX
HEADER
DOOR AS SCHEDULED
ALUMINUM STOREFRONT
WINDOW ASSEMBLY AND
SUBFRAME
CONT BACKER ROD &
SEALANT BY WDC FSB,
ENTIRE PERIM
SEE PLAN
VARIES
FRAME2" 4 1/2"
SHIM AS REQUIRED
DBL MTL STUDS AT
JAMBS, TYP
DOOR AS
SCHEDULED FRAME
2"4 1/2"ALUMINUM
STOREFRONT
WINDOW ASSEMBLY
AND SUBFRAME CONT BACKER ROD & SEALANT
BY WDC FSB, ENTIRE PERIM
SHIM AS REQUIRED SEE PLANVARIES0'3" 6" 1'
SCALE: 3" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
DOOR DETAILS I
A821
MF
BPM
DGT
2170117-E
CONFORMED
3" = 1'-0"12 HEAD DETAIL - CMU / FURR-OUT DOOR
3" = 1'-0"11 JAMB DETAIL - CMU / FURR-OUT DOOR
3" = 1'-0"8 HEAD DETAIL - CMU - GROUT FILLED FRAME, TYP
3" = 1'-0"7 JAMB DETAIL - CMU - GROUT FILLED FRAME, TYP
3" = 1'-0"14 HEAD DETAIL - HM DOOR AT METAL STUD, TYP
3" = 1'-0"13 JAMB DETAIL - HM DOOR AT METAL STUD, TYP
3" = 1'-0"9 JAMB DETAIL - HM DOOR AT METAL STUD
3" = 1'-0"10 HEAD DETAIL - HM DOOR AT METAL STUD
3" = 1'-0"6 JAMB DETAIL - HM DOOR AT METAL STUD WITH TRANSOM, TYP
3" = 1'-0"3 HEAD DETAIL - HM DOOR AT METAL STUD WITH TRANSOM, TYP
3" = 1'-0"5 FUME SEPERATION WALL (F2) - DOOR HEAD.
3" = 1'-0"4 FUME SEPERATION WALL (F2) - DOOR JAMB
3" = 1'-0"1 FUME SEPERATION WALL (F1) - DOOR JAMB.
3" = 1'-0"2 FUME SEPERATION WALL (F1) - DOOR HEAD.
3" = 1'-0"15 TYP HEAD DETAIL - STOREFRONT AT MTL STUD
3" = 1'-0"16 TYP JAMB DETAIL - STOREFRONT AT MTL STUD
INTERIOREXTERIOR
TRANSITION STRIP
BRAKE METAL
HEAD FLASHING /
DRIP EDGE BY MBM
FACE OF MTL WALL
PANEL ASSEMBLY
- BEYOND
FACE OF STRUCT
LINE / STRUCTURE
CONT BACKER ROD &
SEALANT BY WDC FSB,
TYP ENTIRE PERIM
FRAME
8 5/8"
COLD ROLLED FRAMING
BY MTL BLDG MANUF
CONT BACKER ROD &
SEALANT BY WDC FSB,
TYP ENTIRE PERIM
FILL DOOR FRAME W/
LOW EXPANSION SPRAY
FOAM INSULATION
"Z" TYPE JAMB ANCHOR ROUGH OPNGEXTERIOR
INTERIOR
TRANSITION STRIP
JAMB CLOSURE ASSEMBLY
BY MTL BLDG MANUF
FACE OF MTL WALL PANEL
ASSEMBLY, ABOVE
CONT BACKER ROD & SEALANT
BY WDC FSB, TYP ENTIRE PERIM
FACE OF STRUCT
LINE / STRUCTURE
FILL DOOR FRAME W/ LOW
EXPANSION SPRAY FOAM
INSULATION
"Z" TYPE JAMB
ANCHOR 8 5/8"1/2"COLD ROLLED FRAMING
BY MTL BLDG MANUF
CONT BACKER ROD & SEALANT
BY WDC FSB -TYP ENTIRE
PERIM
CONC KNEE
WALL & GALV
STL ANGLE
- BELOW
4" ±CONC KNEE
WALL
ROUGH
OPNG
INTERIOR
FACE OF MTL WALL PANEL
ASSEMBLY, ABOVE
CONT BACKER ROD & SEALANT
BY WDC FSB, TYP ENTIRE PERIM
FACE OF STRUCT
LINE / STRUCTURE
FILL DOOR FRAME W/ LOW
EXPANSION SPRAY FOAM
INSULATION
"Z" TYPE JAMB
ANCHOR 8 5/8"1/2"COLD ROLLED FRAMING
BY MTL BLDG MANUF
CONT BACKER ROD & SEALANT
BY WDC FSB, TYP ENTIRE PERIM
CONC KNEE
WALL
ROUGH
OPNG
4" ±
FILL VOID SOILD W/ GROUT
FLOOR TO WALL ANCHOR -
DRILL & GROUT ANCHOR
BOLTS, SET IN EPOXY
TRANSITION STRIP
ABOVE JAMB
CONDITION
LOWER JAMB
CONDITION
EXTERIOR CMU VENEER WALL
ASSEMBLY
CMU VENEER JAMB BLOCK BY
MASONRY FSB AT ALL DOOR JAMBS
- TYPICAL
OUTLINE OF CMU VENEER
WALL ASSEMBLY, BELOW
METAL CAP FLASHING
OUTLINE OF METAL CAP
FLASHING BY MTL BLDG MANUF
INFILL VOID W/ GROUT TO
MATCH CONC KNEE WALL
CONT BACKER ROD & SEALANT
BY MTL BLDG MANUF
CONT BACKER ROD & SEALANT
BY WDC FSB, TYP ENTIRE PERIM
2"1 15/16"4 3/4"1 15/16"1 15/16" 4 3/4" 1 15/16"
FIBER CEMENT
LAP SIDING
- 5" EXPOSURE
EXTERIOR
SHEATHING
ROUGH OPENINGCONT FLASHING
-VERTICAL LEG TO
RETURN UP 8" MIN
WEATHER
BARRIER
1x6 PVC TRIM
CONT SEALANT
BY WDC FSB
1x PVC RETURN
OUTSIDE FACE OF
SHEATHING
EXTERIOR
INTERIOR
2" "Z" FURRING W/
THERMAL BREAK
-FILLED WITH RIGID
INSULATION (R-10 +/-)
8" COLD-FORMED
METAL STUD WALL
COLD-FORMED
BOX HEADER
CONT SEALANT
BY WDC FSB
SHIM SPACE
CONT SEALANT
BY WDC FSB
FRAME
8 5/8"
1/2"1/4"TRANSITION STRIP
FRAME AS
SCHEDULED
DOOR AS SCHEDULED
GLAZING STOP
- PAINTED
TRANSOM GLAZING AS
SCHEDULED
FRAME2"FIBER CEMENT RETURN
-BEYOND
FIBER CEMENT
LAP SIDING
- 5" EXPOSURE
EXTERIOR
SHEATHING
PVC RETURN
-BEYOND
CONT FLASHING
-VERTICAL LEG TO
RETURN UP 8" MIN
WEATHER
BARRIER
1x6 PVC TRIM
CONT SEALANT
BY WDC FSB
1x PVC RETURN
OUTSIDE FACE OF
SHEATHING
EXTERIOR
INTERIOR
2" "Z" FURRING W/
THERMAL BREAK
-FILLED WITH RIGID
INSULATION (R-10 +/-)
8" COLD-FORMED
METAL STUD WALL
COLD-FORMED
BOX HEADER
CONT SEALANT
BY WDC FSB
CONT SEALANT
BY WDC FSB
1/4"TRANSITION STRIP
ROUGH OPNGVINYL GASKET
- TYP, HEAD & JAMBS
INSULATED
OVERHEAD DOOR
SYSTEM
ROUGH
OPENING
FIBER CEMENT
LAP SIDING
- 5" EXPOSURE
EXTERIOR
SHEATHING
WEATHER
BARRIER
1x6 PVC TRIM
1x PVC RETURN
OUTSIDE FACE OF
SHEATHING
EXTERIOR
INTERIOR
2" "Z" FURRING W/
THERMAL BREAK
-FILLED WITH RIGID
INSULATION (R-10 +/-)
8" COLD-FORMED
METAL STUD WALL
CONT SEALANT
BY WDC FSB
COLD-FORMED
METAL JAMB
TRANSITION
STRIP
INTERIOR
FILL VOID SOLID W/
GROUT
FLOOR TO WALL ANCHOR -
DRILL & GROUT ANCHOR
BOLTS, SET IN EPOXY
ABOVE JAMB
CONDITION
LOWER JAMB
CONDITION
CONC
KNEE
WALL
ROUGH
OPNG
5" +/-
1X4 PVC TRIM
-PAINTED
VINYL GASKET
-TYP HEAD AND JAMBS
OUTLINE OF CMU VENEER WALL
ASSEMBLY, BELOW METAL CAP
FLASHING
OUTLINE OF METAL CAP
FLASHING BY MTL BLDG
MANUF
CONT SEALANT
BY WDC FSB
1X4 PVC TRIM
-PAINTED
1x PVC TRIM
EXTERIOR
TRANSITION
STRIP
VINYL GASKET
-TYP HEAD AND JAMBS
CONT SEALANT & BACKER
ROD BY WDC FSB
CMU VENEER WALL
ASSEMBLY
CMU VENEER JAMB BLOCK AT ALL
DOOR JAMBS BY MASONRY FSB
- TYPICAL
INSULATED SECTIONAL
DOOR ASSEMBLY
INSULATED SECTIONAL
DOOR ASSEMBLY
INTERIOREXTERIOR
TRANSITION STRIP
BRAKE METAL
HEAD FLASHING /
DRIP EDGE BY MBM
FACE OF MTL WALL
PANEL ASSEMBLY
- BEYOND
FACE OF STRUCT
LINE / STRUCTURE
CONT BACKER ROD &
SEALANT BY WDC FSB,
TYP ENTIRE PERIM
FRAME
8 5/8"
COLD ROLLED FRAMING
BY MTL BLDG MANUF
CONT BACKER ROD &
SEALANT BY WDC FSB,
TYP ENTIRE PERIM
FILL DOOR FRAME W/
LOW EXPANSION SPRAY
FOAM INSULATION
"Z" TYPE JAMB ANCHOR
ROUGH OPNGFRAME AS
SCHEDULED
DOOR AS
SCHEDULED
GLAZING STOP
- PAINTED
TRANSOM GLAZING
AS SCHEDULED
2"ROUGH
OPENING
FIBER CEMENT
LAP SIDING
- 5" EXPOSURE
EXTERIOR
SHEATHING
SILL
-BELOW
WEATHER
BARRIER
1x6 PVC TRIM, FASTENED
WITH STAINLESS STEEL
WHITE HEAD 8D ROUND
HEAD SCREWS
CONT SEALANT
BY WDC FSB
1x PVC TRIM
RETURN
OUTSIDE FACE OF
SHEATHING
CONT SEALANT
BY WDC FSB
EXTERIOR
INTERIOR
2" "Z" FURRING W/
THERMAL BREAK
-FILLED WITH RIGID
INSULATION (R-10 +/-)
8" COLD-FORMED
METAL STUD WALL
SHIM SPACE
CONT SEALANT
BY WDC FSB
COLD-FORMED
METAL JAMB
CONT SEALANT
BY WDC FSB
1/2"TRANSITION
STRIP FRAMEDOOR AS
SCHEDULED 2 3/8" VARIES 2"
HM FRAME AS
SCHEDULED
FRAME
2"
TRANSOM GLAZING AS
SCHEDULED ROUGH OPNGEXTERIOR
INTERIOR
TRANSITION STRIP
COLD-ROLLED
FRAMING
FACE OF MTL WALL
PANEL ASSEMBLY
- BEYOND
HEAD ASSEMBLY
ENCLOSURE BY
MTL BLDG MANUF
VINYL GASKET
- TYP, HEAD & JAMBS
INSULATED OVERHEAD
DOOR SYSTEM
HEAD ASSEMBLY
ENCLOSURE /
DRIP EDGE BY
MTL BLDG MANUF
CONT BACKER
ROD & SEALANT
INTERIOR
CONC KNEE
WALL & GALV
STL ANGLE
- BELOW
5" ±CONC
KNEE
WALL
ROUGH
OPNG
FACE OF MTL WALL
PANEL ASSEMBLY
- ABOVE
JAMB CLOSURE ASSEMBLY
BY MTL BLDG MANUF
FACE OF STRUCT LINE / STRUCTURE
COLD-ROLLED FRAMING
CONT BACKER ROD &
SEALANT BY WDC FSB
- TYP ENTIRE PERIM
VINYL GASKET
- TYP, HEAD & JAMBS
INSULATED OVERHEAD
DOOR SYSTEM
AIR & VAPOR BARRIER
TRANSITION STRIP
EXTERIOR
INTERIOR
5" ±CONC
KNEE
WALL
ROUGH
OPNG
JAMB CLOSURE ASSEMBLY BY
MTL BLDG MANUF
FACE OF STRUCT LINE / STRUCTURE
COLD-ROLLED FRAMING
CONT BACKER ROD &
SEALANT BY WDC FSB
- TYP ENTIRE PERIM
VINYL GASKET
- TYP, HEAD & JAMBS
INSULATED OVERHEAD
DOOR SYSTEM
FILL VOID SOLID W/
GROUT
FLOOR TO WALL
ANCHOR - DRILL & GROUT
ANCHOR BOLTS, SET IN
EPOXY
ABOVE JAMB
CONDITION
LOWER JAMB
CONDITION
EXTERIOR
FACE OF MTL WALL PANEL ASSEMBLY
- ABOVE
CMU VENEER WALL
ASSEMBLY
CMU VENEER JAMB BLOCK AT ALL
DOOR JAMBS BY MASONRY FSB
- TYPICAL
OUTLINE OF CMU VENEER WALL
ASSEMBLY, BELOW METAL CAP
FLASHING
OUTLINE OF METAL CAP
FLASHING BY MTL BLDG
MANUF
CONT SEALANT AND BACKER
ROD BY WDC FSB
- TYP ENTIRE PERIM
INFILL VOID W/
GROUT TO
MATCH CONC
KNEE WALL
JAMB CLOSURE ASSEMBLY BY MTL
BLDG MANUF
CONT BACKER ROD & SEALANT
BY MTL BLDG MANUF
EXTERIOR
0'3" 6" 1'
SCALE: 3" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
DOOR DETAILS II
A822
MF
BPM
DGT
2170117-E
CONFORMED
3" = 1'-0"2 HEAD DETAIL - METAL PANEL HM DOOR - BRAKE METAL
3" = 1'-0"1 JAMB DETAIL - METAL PANEL HM DOOR - BRAKE METAL
3" = 1'-0"9 DOOR HEAD
3" = 1'-0"7 HEAD DETAIL - INSULATED OVERHEAD DOOR - FIBER CEMENT (SHOPS)
3" = 1'-0"6 JAMB DETAIL - INSULATED OVERHEAD DOOR - FIBER CEMENT (SHOPS)
3" = 1'-0"3 HEAD DETAIL - METAL PANEL HM DOOR WITH TRANSOM - BRAKE METAL
3" = 1'-0"8 DOOR JAMB
3" = 1'-0"5 HEAD DETAIL - INSULATED OVERHEAD DOOR - BRAKE METAL.
3" = 1'-0"4 JAMB DETAIL - INSULATED OVERHEAD DOOR - BRAKE METAL.
1/2" PVC WALL PANEL
5/8" EXTERIOR SHEATHING
GALV 6" METAL STUD
FRAMING BETWEEN GIRTS,
BY MBM
AVB MEMBRANE
5/8" HORIZONTAL PVC
FURRING TO SPAN DOOR
OPENING AT HEAD OF DOOR
ROUTER WEEP HOLES IN
HORIZONTAL FURRING AT
HEAD OF DOOR
STAINLESS STEEL WALL-PANEL
FASTENER PER MANUF. INSTRUCTIONS
J-BEAD
PVC TRIM
COLD ROLLED
FRAMING BY MBM
CONT SEALANT AND BACKER
ROD BY WDC FSB, ENTIRE
PERIM, TYP.
DOOR AS SCHEDULED
FRAME AS SCHEDULED
CONT SEALANT AND BACKER
ROD BY WDC FSB, ENTIRE
PERIM, TYP.
4" INSULATED METAL
WALL PANEL
INTERIOR
EXTERIOR
INSULATED METAL
WALL PANEL, BEYOND
HEAD ASSEMBLY
ENCLOSURE / DRIP EDGE
BY MTL BLDG MANUF
FRAME
8 5/8"
1 15/16" 4 3/4" 1 15/16"
COLD FORMED STEEL
GIRTS, BY MBM
2"FILL DOOR FRAME W/ LOW
EXPANSION SPRAY FOAM
INSULATION
REFER TO STRUCTURAL DRAWINGS8" CONC KNEE WALL4" NOM CMU VENEER
BLOCK
GALVANIZED ADJUSTABLE
MASONRY ANCHOR, 16" O.C.
VERTICAL AND HORIZONTAL, TYP.
AVB MEMBRANE, WRAP
STEEL ANGLE
FACE OF METAL WALL PANEL,
ABOVE
CONT SEALANT AND BACKER
ROD BY WDC FSB, ENTIRE
PERIM, TYP.
2"
CONT SEALANT AND
BACKER ROD BY WDC FSB,
ENTIRE PERIM, TYP.
AVB MEMBRANE, WRAP
STEEL ANGLE
5/8" PVC FURRING, RUN
VERTICAL (TYP) AT 16" O.C.
STAINLESS STEEL WALL-PANEL
FASTENER PER MANUF. INSTRUCTIONS
J-BEAD
CMU VENEER BLOCK,
BELOW
4" INSULATED METAL
WALL PANEL
CONT SEALANT AND BACKER
ROD BY WDC FSB, ENTIRE
PERIM, TYP.
DOOR AS SCHEDULED
FRAME AS SCHEDULED
COLD ROLLED FRAMING
BY MBM
DOOR AS SCHEDULED
FRAME AS
SCHEDULED
COLD ROLLED FRAMING
BY MBM
2"
CONT SEALANT AND
BACKER ROD BY WDC FSB,
ENTIRE PERIM, TYP.
AVB MEMBRANE
1/2" PVC WALL PANEL
5/8" PVC FURRING, RUN
VERTICAL (TYP) AT 16" O.C.
STAINLESS STEEL WALL-PANEL
FASTENER PER MANUF. INSTRUCTIONS
J-BEAD
5/8" EXTERIOR
SHEATHING
GALV 6" METAL
STUD FRAMING
BETWEEN GIRTS,
BY MBM
ABOVE JAMB
CONDITION
LOWER JAMB
CONDITION
INTERIOR
INTERIOR
EXTERIOR
EXTERIOR
WASH BAY
ABOVE 4'-0"
WASH BAY
BELOW 4'-0"
3" RIGID INSULATION
1/2" PVC WALL PANEL
5/8" EXTERIOR
SHEATHING
GALV 6" METAL
STUD FRAMING
BETWEEN GIRTS,
BY MBM
FLOOR TO WALL ANCHOR, DRILL AND
GROUT ANCHOR BOLTS, SET IN
EPOXY. FILL VOID SOLID WITH GROUT
JAMB CLOSURE ASSEMBLY
BY MTL BLDG MANUF
FRAME8 5/8"1 15/16" 4 3/4" 1 15/16"FRAME8 5/8"1 15/16" 4 3/4" 1 15/16"
FILL DOOR FRAME W/ LOW
EXPANSION SPRAY FOAM
INSULATION
FILL DOOR FRAME W/ LOW
EXPANSION SPRAY FOAM
INSULATION
1/2" PVC WALL PANEL
5/8" EXTERIOR SHEATHING
GALV 6" METAL STUD FRAMING
BETWEEN GIRTS, BY MBM
AVB MEMBRANE
5/8" HORIZONTAL PVC FURRING TO SPAN
DOOR OPENING AT HEAD OF DOOR
STAINLESS STEEL WALL-PANEL
FASTENER PER MANUF. INSTRUCTIONS
J-BEAD
4" INSULATED METAL
WALL PANEL
METAL WALL PANEL
EXTRUDED ALUMINUM
CLOSURE BY MBM
INTERIOR -
WASH BAY
EXTERIOR
STAINLESS STEEL FLASHING
ROUTER WEEP GROOVES IN HORIZONTAL
FURRING AT HEAD OF DOOR
GALV STRUCTURAL STEEL
TUBE WITH ATTACHED STEEL
ANGLE AT FLOOR BELOW, BY
MBM
INSULATED OVERHEAD
DOOR SYSTEM
COLD FORMED STEEL
GIRTS, BY MBM
ABOVE JAMB
CONDITION
LOWER JAMB
CONDITION
EXTERIOR
ROUGH OPENING
- COORD WITH OVERHEAD COILING
DOOR MANUF
WEATHER STRIP
INSULATED OVERHEAD
DOOR SYSTEM
EXTERIOR
GALV 6" METAL STUD
FRAMING BETWEEN GIRTS,
BY MBM
GALV STRUCTURAL STEEL
TUBE WITH ATTACHED
STEEL ANGLE AT FLOOR
BELOW, BY MBM
WASH BAY
ABOVE 4'-0"REFER TO STRUCTURAL DRAWINGS8" CONC KNEE WALLROUGH OPENING
- COORD WITH OVERHEAD COILING
DOOR MANUF
1/2" PVC WALL PANEL
5/8" EXTERIOR
SHEATHING
AVB MEMBRANE
5/8" PVC FURRING, RUN
VERTICAL (TYP) AT 16" O.C.
STAINLESS STEEL WALL-PANEL
FASTENER PER MANUF.
INSTRUCTIONS
J-BEAD
CONT SEALANT AND BACKER ROD
BY WDC FSB, ENTIRE PERIM, TYP.
OVERHEAD DOOR JAMB TRACK
WASH BAY
BELOW 4'-0"
4" NOM CMU VENEER BLOCK
GALVANIZED ADJUSTABLE
MASONRY ANCHOR, 16" O.C.
VERTICAL AND HORIZONTAL, TYP.
AVB MEMBRANE, WRAP
STEEL ANGLE
FACE OF METAL WALL
PANEL, ABOVE
3" RIGID INSULATION
WEATHER STRIP
INSULATED OVERHEAD
DOOR SYSTEM
GALV STRUCTURAL STEEL
TUBE WITH ATTACHED
STEEL ANGLE AT FLOOR
BELOW, BY MBM
CONT SEALANT AND
BACKER ROD BY WDC
FSB, ENTIRE PERIM, TYP.
GALV 6" METAL STUD
FRAMING BETWEEN GIRTS,
BY MBM
FLOOR TO WALL ANCHOR,
DRILL AND GROUT ANCHOR
BOLTS, SET IN EPOXY.
FILL VOID SOLID WITH GROUT
CMU VENEER BLOCK,
BELOW
4" INSULATED METAL
WALL PANEL
CONT SEALANT AND BACKER
ROD BY WDC FSB, ENTIRE
PERIM, TYP.
JAMB CLOSURE ASSEMBLY
BY MTL BLDG MANUF
1/2" PVC WALL PANEL
5/8" EXTERIOR
SHEATHING
AVB MEMBRANE
5/8" PVC FURRING, RUN
VERTICAL (TYP) AT 16" O.C.
STAINLESS STEEL WALL-PANEL
FASTENER PER MANUF.
INSTRUCTIONS
J-BEAD
CONT SEALANT AND BACKER ROD
BY WDC FSB, ENTIRE PERIM, TYP.
OVERHEAD DOOR JAMB TRACK
1/2" PVC WALL PANEL
AVB MEMBRANE
5/8" HORIZONTAL PVC
FURRING TO SPAN DOOR
OPENING AT HEAD OF DOOR
ROUTER WEEP HOLES IN
HORIZONTAL FURRING AT
HEAD OF DOOR
STAINLESS STEEL WALL-
PANEL FASTENER PER
MANUF. INSTRUCTIONS
CMU BOND BEAM, REFER TO
STRUCTURAL DWGS
J-BEAD
CONT SEALANT AND
BACKER ROD, ENTIRE
PERIM, TYP.
GROUT SOLID
DOOR AS
SCHEDULED
FRAME AS SCHEDULED
8" CMU BLOCK WALL WITH
REINFORCING, REFER TO
STRUCTURAL DWGS
1 15/16" 3 3/4" 1 15/16"3/8"4"5/8"WASH BAY
7 5/8"
VEHICLE MAINTENANCE /
WASH EQUIPMENT ROOM ALIGNCONT SEALANT AND BACKER ROD,
ENTIRE PERIM, TYP.
AVB MEMBRANE
5/8" PVC FURRING, RUN
VERTICAL (TYP) AT 16" O.C.
1/2" PVC WALL PANEL
DOOR AS SCHEDULED
GROUT SOLID
FRAME AS SCHEDULED
GALV MASONRY ANCHOR
CONT SEALANT AND BACKER ROD,
ENTIRE PERIM, TYP.
8" CMU BLOCK WALL WITH
REINFORCING, REFER TO
STRUCTURAL DWGS
1 15/16" 3 3/4" 1 15/16"
3/8"2"5/8"
WASH BAY
VEHICLE MAINTENANCE / WASH
EQUIPMENT ROOM 7 5/8"GALV MASONRY ANCHOR
CONT SEALANT AND BACKER ROD BY
WDC FSB, ENTIRE PERIM, TYP.
STAINLESS STEEL WALL-PANEL
FASTENER PER MANUF. INSTRUCTIONS
J-BEAD
FRAME WIDTH
MAX 1/4"DOOR & FRAME
AS SCHEDULED
FLOOR
MARBLE
THRESHOLD
CONT SEALANT
CERAMIC TILE
FLOOR SYSTEM
1
2
INTERIOR
EXTERIOR
INSULATED HM DOOR
AS SCHEDULED
CONC SLAB FLOOR
ASSEMBLY
ALUM THRESHOLD SET IN
MASTIC & FASTENED TO SLAB
EXTERIOR
CONC SLAB
INTERIOR INTERIOR
DOOR AS
SCHEDULED
CONC SLAB
FLOOR ASSEMBLY
CONC SLAB FLOOR
ASSEMBLYUNDERCUT3/4" MAXINTERIOR
EXTERIOR
INSULATED
OVERHEAD
DOOR SYSTEM
VINYL GASKETING
SILL WEATHER SEAL
CONC SLABCONC SLAB FLOOR
ASSEMBLY
SUBFLOOR
METAL TRANSITION STRIP,
LOCATE AT CENTERLINE
OF DOOR
CERAMIC TILE FINISH -REFER TO
FINISH SCHEDULECARPET, GLUED DOWN
-REFER TO FINISH
SCHEDULE
DOOR AS SCHEDULED
UNFINISHED
CONCRETE
RESILIENT REDUCER STRIP
LINOLEUM TILE
-REFER TO FINISH SCHEDULE
ALIGN FINISH TERMINATION
WITH DOOR CENTERLINE
SUBFLOOR
DOOR AS SCHEDULED
SAME FLOOR FINISH
-REFER TO FLOOR SCHEDULE
DOOR AS SCHEDULED
SUBFLOOR
LINOLEUM TILE
-REFER TO FINISH
SCHEDULE
RESILIENT TRANSITION STRIP,
LOCATE AT CENTERLINE OF DOOR
FLASH PATCH AS REQUIRED TO ALIGN FINISH
FLOORING SURFACES AT TRANSITION
CARPET, GLUED DOWN
-REFER TO FINISH SCHEDULE
SUBFLOOR
DOOR AS SCHEDULED
FRAME WIDTH
MAX 1/4"DOOR & FRAME
AS SCHEDULED
RESINOUS
FLOORING
MARBLE
THRESHOLD
RUBBER
FLOORING
1
2
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
VEHICLE WASH
DOOR DETAILS
AND FLOOR
TRANSITIONS
A823
MF
BPM
DGT
2170117-E
CONFORMED
3" = 1'-0"2 HEAD DETAIL - VEHICLE WASH BAY - CMU TO MTL PANEL
3" = 1'-0"1 JAMB DETAIL - VEHICLE WASH BAY - CMU TO MTL PANEL
3" = 1'-0"4 HEAD DETAIL - VEHICLE WASH BAY - INSULATED O.H. DOOR
3" = 1'-0"3 JAMB DETAIL - VEHICLE WASH BAY - INSULATED O.H. DOOR
3" = 1'-0"6 VEHICLE WASH BAY - INTERIOR CMU DOOR HEAD DETAIL
3" = 1'-0"5 VEHICLE WASH BAY - INTERIOR CMU DOOR JAMB DETAIL
6" = 1'-0"14 MARBLE THRESHOLD SILL DETAIL
6" = 1'-0"13 EXTERIOR DOOR SILL DETAIL
6" = 1'-0"12 INTERIOR SILL DETAIL
6" = 1'-0"11 OVERHEAD DOOR THRESHOLD DETAIL
3" = 1'-0"7 CERAMIC TILE TO CARPET DETAIL TYP.
3" = 1'-0"8 CONCRETE TO RUBBER DETAIL TYP.
3" = 1'-0"9 CONTINUOUS FINISH ROOM TO ROOM DETAIL TYP.
3" = 1'-0"10 RUBBER TO CARPET DETAIL TYP.
6" = 1'-0"15 RESINOUS FLOOR TO RUBBER FLOORING DETAIL
WINDOW GENERAL NOTES:
1. ALL OVERALL DIMENSIONS ARE SHOWN TO ROUGH-OPENING UNLESS NOTED
OTHERWISE. TYP.
2. JOINT SEALANTS REQUIRED PER SPECIFICATION SECTION (07 92 00): PROVIDE BACK
ROD AND SEALANT AT PERIMETER OF ALL WALL OPENINGS INCLUDING, BUT NOT
LIMITED TO, WINDOWS, DOORS, LOUVERS AND TRANSLUCENT PANELS, AT ALL
INTERIOR AND EXTERIOR JOINTS.
3. TYPICAL JOINT WIDTH: 3/8", MAXIMUM JOINT WIDTH: 1/2"
4. ALL AIR VAPOR BARRIERS (AVB) AT OPENINGS SHALL RETURN TO THE INSIDE FACE
OF THE ROUGH OPENING (TYP) ON SILL, HEAD, AND JAMB CONDITIONS.
TOP OF FLOOR
ELEV: 0'-0"
ALUMINUM WINDOW TYPES
SCALE: 3/8" = 1'-0"
STORM RESISTANT
ALUM LOUVER
SYSTEM
2"2"2"2"R.O.R.O.LOUVER TYPES - EXTERIOR
SCALE: 3/8" = 1'-0"
7
A833
8
A833
9
A833
FIBER
CEMENT
FIBER
CEMENT
FIBER
CEMENT
9
A834
7
A834
MTL PNL W/
MTL TRIM
MTL PNL W/
MTL TRIM
8
A834
MTL PNL W/
MTL TRIM
REFER TO SCHEDULE2"2"2"2"UNIT AS NOTED
UNIT AS NOTEDINSULATED
TRANSLUCENT
PANEL ASSEMBLY
TRANSLUCENT PANEL TYPES
SCALE: 3/8" = 1'-0"
EQUAL EQUAL
10
A833
11
A833
12
A833
3
A834
1
A834
FIBER
CEMENT
MTL PNL W/
MTL TRIM
FIBER
CEMENT
FIBER
CEMENT
MTL PNL W/
MTL TRIM
2
A834
MTL PNL W/
MTL TRIM
4
A834
WASH BAY
6
A834
WASH BAY
5
A834
WASH
BAY
GLAZING SCHEDULE
TYPE DESCRIPTION USE IN THESE LOCATIONS
1 1/4" CLEAR TEMPERED ALL INTERIOR NON-FIRE RATED DOORS AND INTERIOR WINDOWS
2
3
4
5
1/4" CLEAR LAMINATED GLASS
5/16" - 3/8" CERAMIC FIRE RATED GLASS
1" CLEAR INSULATING TEMPERED GLASS
AS INDICATED
ALL INTERIOR FIRE RATED DOORS & WINDOWS
ALL EXTERIOR DOORS, CURTAIN WALL, STOREFRONT, & WINDOWS
#
1/4" TRANSLUCENT LAMINATED GLASS AS INDICATED
MEZZANINE
13' -0"
SF1 2' - 0"2"1' - 8"2"4
6' - 0"
2"
2' - 9"
2"
2' - 9"
2"
FIXED FIXED
4
A833
5
A833
5
A832 6' - 0"SF2
4
2' - 6"
2"
2' - 4"
2"
2' - 6"
2"2"4' - 4"2"1' - 2"2"1
A833
3
A833
2
A833
8' - 0"
2"5' - 8"2"6' - 0"1' - 2"2"4
SF42"6' - 0"
FIXED
FIXED
FIXED
FIXED
4
A832
3
A832
EQEQ2"EQ
2"
EQ
2"
EQ
2"
EQ
2
A8324' - 4"2"SF5
41' - 2"2"10' - 0"
2"
3' - 2"
2"
3' - 0"
2"
3' - 2"
2"2"4' - 4"2"1
A833
3
A833
2
A833
CONT SELF-ADHERED
MEMBRANE FLASHING
- CONTINUE 24" MIN IN
CAVITY WALL, FORM PAN
AT JAMS FOR END DAMS
12" LAP OVER
CONT. WEATHER
CONT FLASHING
2'-0"
2
21
3
1'-6"
1'-0"
2'-0"
4
SF3
6' - 0"
2"
2' - 9"
2"
2' - 9"
2"6' - 0"2"4' - 4"2"1' - 2"2"1
A833
3
A833
2
A833
SF6
6' - 0"
2"
2' - 9"
2"
2' - 9"
2"5' - 8"2"2' - 7"2"2' - 7"2"4
FIXED FIXED
4
4
A833
6
A833
5
A833
FIXED LOUVER AT
"MECHANICAL ROOM, 134"
- REFER TO HVAC DRAWINGS
REGARDING EF-18
2"2"2"2"M.O.
2' - 4"M.O.2' - 4"LOUVER TYPES - INTERIOR
SCALE: 3/8" = 1'-0"
10
A834
12
A834
INTERIOR
CMU WALL
11
A834
INTERIOR
CMU WALL
INTERIOR
CMU WALL
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
WINDOW TYPES
A831
MF
BPM
DGT
2170117-E
CONFORMED
INSULATED TRANSLUCENT PANEL ASSEMBLY SCHEDULE
TYPE WIDTH HEIGHT COUNT HT. AFF (1ST FLR) COMMENTS
TP1 12' - 0" 4'-0" 1 17' - 6"
TP2 14' - 0" 4'-0" 2 17' - 6"
TP3 16' - 0" 5'-6" 2 20' - 6"
TP4 18' - 0" 4'-0" 2 20' - 6"
TP5 46' - 0" 4'-0" 1 20' - 6"
TP6 80' - 0" 5'-6" 2 20' - 6"
ALUMINUM WINDOW SCHEDULE
TYPE WIDTH HEIGHT COUNT WINDOW SHADE COMMENTS
SF1 6' - 0" 5' - 4" 6 No
SF2 8' - 0" 5' - 4" 2 Yes
SF3 6' - 0" 5' - 4" 10 Yes
SF4 6' - 0" 5' - 4" 3 No
SF5 10' - 0" 5' - 4" 4 Yes
SF6 6' - 0" 5' - 4" 1 Yes
1/8" = 1'-0"8 FLASHING DETAIL AXON AT WINDOW OPENINGS
1 10.04.19 Addendum #1
MTL
WINDOWS
FSB
MTL
WINDOWS
FSB
MTL
WINDOWS
FSB
ALUM
STOREFRONT
ALUM
STOREFRONT ALUM
STOREFRONT
1 1
1
1
1
1
T.O. CONC FLOOR SLAB
ELEV: 0'-0"
FINISH GRADE
- VARIES
T.O. BRICK SHELF
ELEV: -0'-8"8"ROUGH OPNGPERIM RIGID
INSULATIONMASONRY OPNGBREAK METAL SILL
FLASHING ASSEMBLY
END DAM
- TYPICAL
ALUMINUM STOREFRONT
WINDOW ASSEMBLY AND
SUBFRAME
CONT BACKER
ROD & SEALANTSHIM AS REQUIRED
GYPSUM BOARD
RETURN
- BEYOND
FLOORING
- SEE ROOM FINISH
SCHEDULE
FACE OF CMU VENEER
- BEYOND
CONT SEALANT,
ENTIRE PERIM
CONT BACKER
ROD & SEALANT
X
CONT SEALANT & BACKER
ROD BY WDC FSB
ALUMINUM STOREFRONT
WINDOW ASSEMBLY AND
SUBFRAME
4" MTL WALL PANEL
ASSEMBLY BY MTL
BLDG MANUF
CONT SEALANT AND
BACKER ROD BY WDC FSB
- TYP ENTIRE PERIM
LINE OF SILL, BELOW
JAMB CLOSURE ASSEMBLY
BY MTL PANEL MANUF
SHIM AS REQUIRED
EXTERIOR
INTERIOR
AIR VAPOR BARRIER
CONT SEALANT &
BACKER ROD BY
MTL BLDG MANUF
WOOD BLOCKING /
SHIM AS REQUIRED
5/8" GYPSUM
WALL BOARD
CORNER BEAD
GYPSUM BOARD RETURN4"1/2"8"3 1/8"4 1/2" 2 1/2"
METAL STUD BY MTL
BLDG MANUF, REFER
TO PLAN FOR SIZE
CONC KNEE WALL,
BELOW
2 1/2" MTL STUDS
5/8" BULL NOSED
WOOD SILL, BELOW
EXTERIOR
AIR & VAPOR BARRIER
BY WDC FSB
AIR SPACE
3" RIGID INSULATION
CONTINUOUS METAL
SILL FLASHING BY MTL
BLDG MANUF
INTERIOR
CONT SEALANT &
BACKER ROD
CONC KNEE WALL
T.O. CONC KNEE WALL
ELEV. - REFER TO STRUCT
DWGS ROUGH OPNGALUMINUM STORE FRONT
ASSEMBLY AND SUB FRAME
CONT SEALANT AND BACKER
ROD BY WDC FSB, PROVIDE
WEEPS, TYP ENTIRE PERIM
MTL PANEL JAMB CLOSURE
- BEYOND
X
END DAM, TYPICAL
SHIMS AS REQUIRED
AIR VAPOR BARRIER
5/8" GYPSUM WALL BOARD
2 1/2" METAL STUDS
3 5/8"1 3/8"3"8"3 1/8"
2 1/2"2"
4 1/2"9 1/8"
3/8"
4" NOMINAL CMU
VENEER SILL
WOOD BLOCKING
5/4" BULL-NOSE
HARDWOOD SILL,
FINISH TO MATCH
WOOD DOORS
1x4 WOOD TRIM
2 1/2"
X
2 1/2" 4 1/2"
AIR VAPOR BARRIER
FACE OF MTL WALL
PANEL ASSEMBLY
- BEYOND
FACE OF STRUCT
LINE / STRUCTURE
EXTERIOR
ALUMINUM STORE FRONT
ASSEMBLY AND SUBFRAME
SHIM AS REQ.
CONT SEALANT
& BACKER ROD
CONT SEALANT &
BACKER ROD BY
WDC FSB
HEAD ASSEMBLY
ENCLOSURE /
DRIP EDGE BY
MTL BLDG MANUF
CONT SEALANT &
BACKER ROD BY
MTL BLDG MANUF
INTERIOR
SHIM AS REQUIRED
5/8" GYPSUM WALL BOARD
CORNER BEAD
METAL STUD BOX BEAM
GYPSUM BOARD
RETURN
CLNG MTD WINDOW
SHADE W/ FACIA.
SEE SCHEDULE
WINDOW SHADE
8" METAL STUDS, SPAN
BETWEEN HORIZONTAL
GIRT FRAMING
2 1/2" MTL STUDS
4" MTL WALL PANEL
ASSEMBLY BY MTL
BLDG MANUF
SHIM AS REQUIRED
INTERIOR
EXTERIOR
CONT AIR & VAPOR
BARRIER BY WDC FSB
ALUMINUM STORE FRONT
ASSEMBLY AND SUB FRAME
CONT SEALANT AND
BACKER ROD BY WDC FSB
- TYP ENTIRE PERIM
AIR VAPOR BARRIER
AIR SPACE
5/8" GYPSUM
WALL BOARD
6" METAL STUD BY
MTL BLDG MANUF
3/8"4 1/2"1"
CONT SEALANT
& BACKER ROD
SHIMS AS REQUIRED
3" RIGID INSULATION
1/2" EXTERIOR
SHEATHING
2 1/8" 2 1/2"
2x WOOD BLOCKING
CONTINUOUS METAL
SILL FLASHING BY MTL
BLDG MANUF
X
4 5/8"
DOUBLE METAL
STUD SILL BY MTL
BLDG MANUF
CONT SEALANT BY
MTL WINDOWS FSB
END DAM, TYPICAL
5/4" BULL-NOSE
HARDWOOD SILL,
FINISH TO MATCH
WOOD DOORS
1x4 WOOD TRIM. (1x2" AT
COUNTER LOCATIONS IN
MUSTER RM)
1' - 2 5/8"
3 5/8"7/8"3 1/2"6 5/8"
5 7/8"
FACE OF STRUCT
LINE / STRUCTURE
4" NOMINAL CMU
VENEER SILL
FIBER CEMENT
LAP SIDING
- 5" EXPOSURE
1x6 PVC TRIM,
FASTENED WITH
STAINLESS STEEL
WHITE HEAD 8D
ROUND HEAD
SCREWS
(2) 8" COLD-FORMED
MTL STUD SILL
EXTERIOR
EXTERIOR
SHEATHING
1x4 WOOD TRIM,
PAINTED
RETURN
-BEYOND
CONT BACKER ROD
AND SEALANT
TRANSITION STRIP ROUGH OPENING1X WOOD TRIM,
PAINTED
INTEGRAL SUB-SILL
INTERIOR
OUTSIDE FACE OF
SHEATHING
2x WOOD BLOCKING
-TYP ENTIRE PERIM
CONT SEALANT
BY WDC FSB
SHIM SPACE
WEATHER BARRIER
2" "Z" FURRING W/
THERMAL BREAK
-FILLED WITH RIGID
INSULATION (R-10 +/-)
8" COLD-FORMED
METAL STUD WALL1/4"CONT BACKER ROD AND
SEALANT BY WDC FSB
2"2 1/2"
4 1/2"
X
5/8" BULL NOSED
WOOD SILL, BELOW
CORNER BEAD
5/8" GYPSUM
WALL BOARD
WOOD BLOCKING
6" METAL STUD
CONT SEALANT &
BACKER ROD
WINDOW ASSEMBLY AND
SUBFRAME, SEE SCHEDULE
LINE OF SILL BEYOND
AIR VAPOR BARRIER
SHIM AS REQUIRED
EXTERIOR
INTERIOR6 3/16"5/8"1x PVC RETURN
1X6 PVC TRIM
FIBER CEMENT LAP SIDING
- 5" EXPOSURE BEYOND
EXTERIOR SHEATHING
3" RIGID INSULATION
5/8" GYPSUM WALL BOARD
CONT SEALANT & BACKER
ROD BY WDC FSB
FIBER CEMENT
LAP SIDING
- 5" EXPOSURE
EXTERIOR
SHEATHING
CONT FLASHING
-VERTICAL LEG TO
RETURN UP 8" MIN
WEATHER
BARRIER
1x6 PVC TRIM, FASTENED
WITH STAINLESS STEEL
WHITE HEAD 8D ROUND
HEAD SCREWS
CONT SEALANT
BY WDC FSB
1x PVC TRIM
OUTSIDE FACE OF
SHEATHING
EXTERIOR
2" "Z" FURRING W/
THERMAL BREAK
-FILLED WITH RIGID
INSULATION (R-10 +/-)
CONT SEALANT AND
BACKER ROD BY WDC FSB
- TYP ENTIRE PERIM
CONT SEALANT
& BACKER RODALUMINUM STORE FRONT
ASSEMBLY AND SUBFRAME
SHIM AS REQUIRED
GYPSUM BOARD
- BEYOND
CLNG MTD WINDOW
SHADE W/ FACIA.
SEE SCHEDULE
WINDOW SHADE
GLAZING
0'3" 6" 1'
SCALE: 3" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
WINDOW DETAILS
I
A832
MF
BPM
DGT
2170117-E
CONFORMED
3" = 1'-0"7/ A8111STOREFRONT SILL DETAIL
3" = 1'-0"7/ A8313STOREFRONT JAMB - MTL PANEL ON GIRT / FURRED OUT
3" = 1'-0"7/ A8312STOREFRONT SILL - MTL PANEL ON GIRT/FURRED OUT.
3" = 1'-0"7/ A8314STOREFRONT HEAD - MTL PANEL ON GIRT/FURRED OUT.
3" = 1'-0"9/ A8116STOREFRONT SILL - MTL PANEL ON MTL STUD BACK-UP
3" = 1'-0"5/ A8315INSULATED TRANSLUCENT PANEL SILL DETAIL
3" = 1'-0"7/ A8117WINDOW JAMB - STOREFRONT ON MTL. STUD BACK-UP
3" = 1'-0"7/ A8118WINDOW HEAD STOREFRONT ON MTL. STUD BACK-UP
FIBER CEMENT
LAP SIDING
- 5" EXPOSURE
EXTERIOR
SHEATHING
1X4 WOOD TRIM,
PAINTED
RETURN
-BEYOND
1X WOOD TRIM,
PAINTED
ROUGH OPENINGCONT FLASHING
-VERTICAL LEG TO
RETURN UP 8" MIN
WEATHER
BARRIER
1x6 PVC TRIM,
FASTENED WITH
STAINLESS STEEL
WHITE HEAD 8D ROUND
HEAD SCREWS
CONT SEALANT
BY WDC FSB
1x PVC TRIM REVEAL1/4"OUTSIDE FACE OF
SHEATHING
CONT SEALANT &
BACKER ROD BY
WDC FSB
EXTERIOR
INTERIOR
2" "Z" FURRING W/
THERMAL BREAK
-FILLED WITH RIGID
INSULATION (R-10 +/-)
8" COLD-FORMED
METAL STUD WALL
COLD-FORMED
BOX HEADER
CONT BACKER ROD AND
SEALANT BY WDC FSB
SHIM SPACE
CONT SEALANT
BY WDC FSB
LOUVER SCREEN
STORM RESISTANT
ALUM LOUVER
SYSTEM
1 9/16"
ROUGH
OPENING
FIBER CEMENT
LAP SIDING
- 5" EXPOSURE
EXTERIOR
SHEATHING
1X4 WOOD TRIM,
PAINTED
SILL
-BELOW
1X WOOD
TRIM, PAINTED
WEATHER
BARRIER
1x6 PVC TRIM, FASTENED
WITH STAINLESS STEEL
WHITE HEAD 8D ROUND
HEAD SCREWS
CONT SEALANT
BY WDC FSB
1x PVC RETURN
OUTSIDE FACE OF
SHEATHING
CONT SEALANT & BACKER
ROD BY WDC FSB
EXTERIOR
INTERIOR
2" "Z" FURRING W/
THERMAL BREAK
-FILLED WITH RIGID
INSULATION (R-10 +/-)
8" COLD-FORMED
METAL STUD WALL
CONT BACKER ROD
AND SEALANT BY
WDC FSB
SHIM SPACE
CONT SEALANT
BY WDC FSB
COLD-FORMED
METAL JAMB
REVEAL
1/4"
LOUVER SCREEN
STORM
RESISTANT ALUM
LOUVER SYSTEM
1 9/16" FACE OF SILL
FLASHING
- BELOW
TRANSITION
STRIP
FIBER CEMENT
LAP SIDING
- 5" EXPOSURE
1x6 PVC TRIM,
FASTENED WITH
STAINLESS STEEL
WHITE HEAD 8D
ROUND HEAD SCREWS (2) 8" COLD-FORMED
MTL STUD SILL
EXTERIOR
EXTERIOR
SHEATHING
1x4 WOOD TRIM,
PAINTED
RETURN
-BEYOND
TRANSITION STRIP ROUGH OPENING1X WOOD TRIM,
PAINTED
INTERIOR
OUTSIDE FACE OF
SHEATHING
2x WOOD BLOCKING
-TYP ENTIRE PERIM
SHIM SPACE
WEATHER BARRIER
2" "Z" FURRING W/
THERMAL BREAK
-FILLED WITH RIGID
INSULATION (R-10 +/-)
8" COLD-FORMED
METAL STUD WALL1/4"CONT BACKER ROD AND
SEALANT BY WDC FSB
LOUVER
SCREEN
END DAM
- TYPICAL
CONT SILL PAN
FLASHING
ANGLED FOR
DRAINAGE
1 9/16"
STORM RESISTANT
ALUM LOUVER
SYSTEM
FIBER CEMENT
LAP SIDING
- 5" EXPOSURE
EXTERIOR
SHEATHING
1X4 WOOD TRIM,
PAINTED
RETURN
-BEYOND
1X WOOD TRIM,
PAINTED ROUGH OPENINGCONT FLASHING
-VERTICAL LEG TO
RETURN UP 8" MIN
WEATHER
BARRIER
1x6 PVC TRIM,
FASTENED WITH
STAINLESS STEEL
WHITE HEAD 8D ROUND
HEAD SCREWS
CONT SEALANT
BY WDC FSB
1x PVC TRIM REVEAL1/4"OUTSIDE FACE OF
SHEATHING
CONT SEALANT
BY WDC FSB
EXTERIOR
INTERIOR
2" "Z" FURRING W/
THERMAL BREAK
-FILLED WITH RIGID
INSULATION (R-10 +/-)
8" COLD-FORMED
METAL STUD WALL
COLD-FORMED
BOX HEADER
CONT BACKER ROD
AND SEALANT SHIM SPACE
CONT SEALANT
BY WDC FSB
1 9/16"
INSULATED
TRANSLUCENT
PANEL ASSEMBLY
ROUGH
OPENING
FIBER CEMENT
LAP SIDING
- 5" EXPOSURE
EXTERIOR
SHEATHING
1X4 WOOD TRIM,
PAINTED
SILL
-BELOW
1X WOOD
TRIM, PAINTED
WEATHER
BARRIER
1x6 PVC TRIM, FASTENED
WITH STAINLESS STEEL
WHITE HEAD 8D ROUND
HEAD SCREWS
CONT SEALANT
BY WDC FSB 1x PVC RETURN
OUTSIDE FACE
OF SHEATHING
CONT SEALANT
BY WDC FSB
EXTERIOR
INTERIOR
2" "Z" FURRING W/
THERMAL BREAK
-FILLED WITH RIGID
INSULATION (R-10 +/-)
8" COLD-FORMED
METAL STUD WALL
CONT BACKER ROD
AND SEALANT
SHIM SPACE
CONT SEALANT
BY WDC FSB
COLD-FORMED
METAL JAMB
REVEAL
1/4" 1 9/16"INSULATED
TRANSLUCENT
PANEL ASSEMBLY
TRANSITION
STRIP
FIBER CEMENT
LAP SIDING
- 5" EXPOSURE
1x6 PVC TRIM,
FASTENED WITH
STAINLESS STEEL
WHITE HEAD 8D
ROUND HEAD
SCREWS
(2) 8" COLD-FORMED
MTL STUD SILL
EXTERIOR
EXTERIOR
SHEATHING
1x4 WOOD TRIM,
PAINTED
RETURN
-BEYOND
CONT BACKER ROD
AND SEALANT
TRANSITION STRIP ROUGH OPENING1X WOOD TRIM,
PAINTED
INTEGRAL SUB-SILL
INTERIOR
OUTSIDE FACE OF
SHEATHING
2x WOOD BLOCKING
-TYP ENTIRE PERIM
CONT SEALANT
BY WDC FSB
SHIM SPACE
WEATHER BARRIER
2" "Z" FURRING W/
THERMAL BREAK
-FILLED WITH RIGID
INSULATION (R-10 +/-)
8" COLD-FORMED
METAL STUD WALL1/4"CONT BACKER ROD AND
SEALANT BY WDC FSB
1 9/16"
INSULATED
TRANSLUCENT
PANEL ASSEMBLY
FIBER CEMENT
LAP SIDING
- 5" EXPOSURE
EXTERIOR
SHEATHING
CONT FLASHING
-VERTICAL LEG TO
RETURN UP 8" MIN
WEATHER
BARRIER
1x6 PVC TRIM,
FASTENED WITH
STAINLESS STEEL
WHITE HEAD 8D ROUND
HEAD SCREWS
1x PVC TRIM
2" "Z" FURRING W/
THERMAL BREAK
-FILLED WITH RIGID
INSULATION (R-10 +/-)
CONT BACKER ROD AND
SEALANT BY WDC FSB CONT SEALANT
& BACKER ROD
INTERIOR
CLNG MTD WINDOW
SHADE W/ FACIA.
SEE SCHEDULE
WINDOW SHADE
8" METAL STUDS, SPAN
BETWEEN HORIZONTAL
GIRT FRAMING
EXTERIOR
FIBER CEMENT
LAP SIDING
- 5" EXPOSURE
EXTERIOR
SHEATHING
CONT FLASHING
-VERTICAL LEG TO
RETURN UP 8" MIN
WEATHER
BARRIER
1x6 PVC TRIM,
FASTENED WITH
STAINLESS STEEL
WHITE HEAD 8D ROUND
HEAD SCREWS
CONT SEALANT
BY WDC FSB
1x PVC TRIM
OUTSIDE FACE OF
SHEATHING
EXTERIOR
2" "Z" FURRING W/
THERMAL BREAK
-FILLED WITH RIGID
INSULATION (R-10 +/-)
CONT SEALANT AND
BACKER ROD BY WDC FSB
- TYP ENTIRE PERIM CONT SEALANT
& BACKER ROD
ALUMINUM STORE FRONT
ASSEMBLY AND SUBFRAME
SHIM AS REQUIRED
GYPSUM BOARD
- BEYOND
CLNG MTD WINDOW
SHADE W/ FACIA.
SEE SCHEDULE
WINDOW SHADE
GLAZING
X
CONT SEALANT & BACKER
ROD BY WDC FSB
ALUMINUM WINDOW
ASSEMBLY AND SUBFRAME
LINE OF SILL, BELOW
SHIM AS REQUIRED
EXTERIOR
INTERIOR
WOOD BLOCKING /
SHIM AS REQUIRED8"METAL STUD BY MTL
BLDG MANUF, REFER
TO PLAN FOR SIZE
CONC KNEE WALL,
BELOW
5/8" BULL NOSED
WOOD SILL, BELOW
1x PVC RETURN
1X6 PVC TRIM
FIBER CEMENT LAP SIDING
- 5" EXPOSURE BEYOND
EXTERIOR SHEATHING
3" RIGID INSULATION
CONT SEALANT & BACKER
ROD BY WDC FSB
X
5/8" BULL NOSED
WOOD SILL, BELOW
CORNER BEAD
5/8" GYPSUM
WALL BOARD
WOOD BLOCKING
6" METAL STUD
CONT SEALANT &
BACKER ROD
WINDOW ASSEMBLY AND
SUBFRAME, SEE SCHEDULE
LINE OF SILL BEYOND
AIR VAPOR BARRIER
SHIM AS REQUIRED
EXTERIOR
INTERIOR6 3/16"5/8"1x PVC RETURN
1X6 PVC TRIM
FIBER CEMENT LAP SIDING
- 5" EXPOSURE BEYOND
EXTERIOR SHEATHING
3" RIGID INSULATION
5/8" GYPSUM WALL BOARD
CONT SEALANT & BACKER
ROD BY WDC FSB
INTERIOR
EXTERIOR
CONT AIR & VAPOR
BARRIER BY WDC FSB
ALUMINUM ASSEMBLY
AND SUB FRAME
CONT SEALANT AND
BACKER ROD BY WDC FSB
- TYP ENTIRE PERIM
AIR VAPOR BARRIER
AIR SPACE
5/8" GYPSUM
WALL BOARD
6" METAL STUD BY
MTL BLDG MANUF
3/8"4 1/2"1"
CONT SEALANT
& BACKER ROD
SHIMS AS REQUIRED
3" RIGID INSULATION
1/2" EXTERIOR
SHEATHING
2x WOOD BLOCKING
CONTINUOUS METAL
SILL FLASHING ANGLED
FOR DRAINAGE, BY MTL
BLDG MANUF
DOUBLE METAL
STUD SILL BY MTL
BLDG MANUF
CONT SEALANT BY
MTL WINDOWS FSB
END DAM, TYPICAL
5/4" BULL-NOSE
HARDWOOD SILL,
FINISH TO MATCH
WOOD DOORS
1x4 WOOD TRIM. (1x2" AT
COUNTER LOCATIONS IN
MUSTER RM)
1' - 2 5/8"
3 5/8"7/8"3 1/2"6 5/8"
FACE OF STRUCT
LINE / STRUCTURE
4" NOMINAL CMU
VENEER SILL
1X6 PVC TRIM BEYOND
1X PVC
EXTERIOR
AIR & VAPOR BARRIER
BY WDC FSB
AIR SPACE
3" RIGID INSULATION
CONTINUOUS METAL
SILL FLASHING BY MTL
BLDG MANUF
INTERIOR
CONT SEALANT &
BACKER ROD
CONC KNEE WALL
T.O. CONC KNEE WALL
ELEV. - REFER TO STRUCT
DWGS ROUGH OPNGALUMINUM STORE FRONT
ASSEMBLY AND SUB FRAME
CONT SEALANT AND BACKER
ROD BY WDC FSB, PROVIDE
WEEPS, TYP ENTIRE PERIM
PVC TRIM AND RETURN
- BEYOND
X
END DAM, TYPICAL
SHIMS AS REQUIRED
AIR VAPOR BARRIER
3 5/8"1 3/8"3"8"
2 1/2"2"
4 1/2"6 3/4"
3/8"
4" NOMINAL CMU
VENEER SILL
WOOD BLOCKING
5/4" BULL-NOSE
HARDWOOD SILL,
FINISH TO MATCH
WOOD DOORS
1x4 WOOD TRIM
0'3" 6" 1'
SCALE: 3" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
WINDOW DETAILS
II
A833
MF
BPM
DGT
2170117-E
CONFORMED
3" = 1'-0"3/ A8317LOUVER HEAD
3" = 1'-0"3/ A8318LOUVER JAMB
3" = 1'-0"3/ A8319LOUVER SILL
3" = 1'-0"4/ A83110INSULATED TRANSLUCENT PANEL HEAD DETAIL
3" = 1'-0"4/ A83111INSULATED TRANSLUCENT PANEL JAMB DETAIL
3" = 1'-0"4/ A83112INSULATED TRANSLUCENT PANEL SILL DETAIL
3" = 1'-0"1/ A8314STOREFRONT WINDOW HEAD AT CARPENTRY SHOP ON GIRT - FIBER CEMENT
3" = 1'-0"1/ A5011WINDOW HEAD AT ADMIN AREA ON MTL. STUD BACK-UP
3" = 1'-0"1/ A8315STOREFRONT WINDOW JAMB AT CARPENTRY SHOP ON GIRT - FIBER CEMENT
3" = 1'-0"6/ A8312WINDOW JAMB - AT ADMIN ON MTL. STUD BACK-UP
3" = 1'-0"6/ A8313WINDOW SILL AT ADMIN AREA ON MTL STUD BACK-UP
3" = 1'-0"1/ A8316STOREFRONT WINDOW SILL AT CARPENTRY SHOP ON GIRT - FIBER CEMENT
4" MTL WALL
PANEL ASSEMBLY
TRANSITION STRIP
CONT BACKER ROD
& SEALANT
- TYP ENTIRE PERIM
SHIM AS REQUIRED
FACE OF MTL WALL
PANEL ASSEMBLY
- BEYOND
CONT SEALANT &
BACKER ROD
- TYP ENTIRE PERIM
ROUGH OPNGINTERIOR
EXTERIOR
COLD ROLLED
FRAMING BY MTL
BLDG MANUF
HEAD ASSEMBLY
ENCLOSURE /
DRIP EDGE BY
MTL BLDG MANUF
CONT SEALANT &
BACKER ROD BY
MTL BLDG MANUF
3"
INSULATED
TRANSLUCENT
PANEL ASSEMBLY
INTERIOR
EXTERIOR
4" MTL WALL
PANEL ASSEMBLY
SHIM AS REQUIRED
TRANSITION STRIP
CONT SEALANT & BACKER
ROD - TYP ENTIRE PERIM
FACE OF MTL WALL
PANEL ASSEMBLY
- BELOW & ABOVE
JAMB CLOSURE
ASSEMBLY
INSULATED ALUM
TRANSLUCENT
PANEL ASSEMBLY
CONT SEALANT & BACKER ROD
- TYP ENTIRE PERIM
CHANNEL GIRT BY
MTL PANEL BLDG
MANUF
CONC
KNEE WALL
- BELOW
ROUGH
OPNG
CONT SEALANT BY
METAL BLDG MANUF 3 " 4" MTL WALL
PANEL ASSEMBLY
TRANSITION STRIP
CONT SEALANT &
BACKER ROD
- TYP ENTIRE PERIM
FACE OF MTL WALL
PANEL ASSEMBLY
- BEYOND
ROUGH OPNGINSULATED ALUM
TRANSLUCENT
PANEL ASSEMBLY
CONT SEALANT &
BACKER ROD
- TYP ENTIRE PERIM
EXTERIOR
INTERIOR
END DAM
- TYPICAL
COLD-ROLLED
FRAMING BY MTL
PANEL BLDG MANUF
SILL CLOSURE
ASSEMBLY BY MTL
BLDG MANUF
SHIM AS REQUIRED
3"
SILL PAN FLASHING
ASSEMBLY BY MTL BLDG
MANUF SET IN BED OF
SEALANT SLOPED TO DRAIN
4" MTL WALL
PANEL ASSEMBLY
TRANSITION STRIP
CONT BACKER ROD &
SEALANT, TYP ENTIRE PERIM
SHIM AS REQUIRED
FACE OF MTL WALL PANEL
ASSEMBLY, BEYOND
CONT SEALANT & BACKER
ROD, TYP ENTIRE PERIM
ROUGH OPNGINTERIOREXTERIOR
STEEL GIRTS BY MTL
BLDG MANUF
HEAD ASSEMBLY
ENCLOSURE / DRIP
EDGE BY MTL BLDG
MANUF
CONT SEALANT & BACKER
ROD BY MTL BLDG MANUF
3"
INSULATED
TRANSLUCENT
PANEL ASSEMBLY
X
FACE OF STRUCT LINE /
STRUCTURE
METAL STUD INFILL
BETWEEN GIRTS
EXTERIOR SHEATHING
7/8" PVC FURRING
1/2" PLASTIC WALL PANEL
VAPOR BARRIER
PVC J-BEAD
1/2" PLASTIC WALL PANEL
INTERIOR
EXTERIOR
4" MTL WALL
PANEL ASSEMBLY
SHIM AS REQUIRED
TRANSITION STRIP
CONT SEALANT & BACKER
ROD - TYP ENTIRE PERIM
FACE OF MTL WALL
PANEL ASSEMBLY
BELOW
JAMB TRIM BY MTL
BLDG MANUF
INSULATED ALUM
TRANSLUCENT
PANEL ASSEMBLY
CONT SEALANT & BACKER
ROD, TYP ENTIRE PERIM
ROUGH
OPNG
CONT SEALANT BY
METAL BLDG MANUF
3 " X
1/2" PLASTIC WALL PANEL 5/8" PVC FURRING, RUN
VERTICAL (TYP) AT 16" O.C.
STAINLESS STEEL FASTENER
PER MANUF. INSTRUCTIONS
J-BEAD, TYP
5/8" EXTERIOR SHEATHING
GALV 6" METAL STUD
FRAMING BETWEEN
GIRTS, BY MBM
AVB MEMBRANE
AVB MEMBRANE, WRAP
STEEL ANGLE
COLD ROLLED
FRAMING BY MBM
4" MTL WALL PANEL
ASSEMBLY
TRANSITION STRIP
CONT SEALANT & BACKER
ROD, TYP ENTIRE PERIM
FACE OF MTL WALL PANEL
ASSEMBLY, BEYOND
ROUGH OPNGINSULATED ALUM
TRANSLUCENT
PANEL ASSEMBLY
EXTERIOR
INTERIOREND DAM, TYPICAL
SILL CLOSURE ASSEMBLY
BY MTL BLDG MANUF
SHIM AS REQUIRED
3"
SILL PAN FLASHING ASSEMBLY
BY MTL BLDG MANUF SET IN
BED OF SEALANT SLOPED TO
DRAIN
X
FACE OF STRUCT LINE /
STRUCTURE
CONT SEALANT & BACKER
ROD, TYP ENTIRE PERIM
STEEL GIRTS BY MTL
BLDG MANUF
GALV 6" METAL STUD FRAMING
BETWEEN GIRTS, BY MBM
EXTERIOR SHEATHING
5/8" PVC FURRING, RUN VERTICAL
(TYP) AT 16" O.C.
1/2" PLASTIC WALL PANEL
AVB MEMBRANE
PVC J-BEAD
1/2" PLASTIC WALL PANEL
3"
6" STORM RESISTANT
ALUM LOUVER
SYSTEM
FACE OF MTL WALL
PANEL ASSEMBLY
- BEYOND
CONT SILL PAN
FLASHING SLOPED
FOR DRAINAGE
SILL CLOSURE
ASSEMBLY BY MTL
BLDG MANUF
TRANSITION STRIP
4" MTL WALL PANEL
ASSEMBLY BY MTL
BLDG MANUF
EXTERIOR
LOUVER SCREEN
CONT BACKER ROD
& SEALANT
- TYP ENTIRE PERIM
LIGHT-GUAGE COLD
ROLLED FRAMING BY
MTL BLDG MANUF
INTERIOR
END DAM
- TYPICAL
CONT SEALANT BY
METAL BLDG MANUF
4" MTL WALL PANEL
ASSEMBLY BY MTL
BLDG MANUF
1/2" CLR FROM KNEE
WALL TO FACE OF
MTL PANEL AIR & VAPOR
BARRIER
TRANSITION STRIP
JAMB CLOSURE
ASSEMBLY BY MTL
BLDG MANUF
CONT BACKER ROD &
SEALANT
- TYP ENTIRE PERIM
FACE OF MTL WALL
PANEL ASSEMBLY
- BEYOND
LOUVER SCREEN
CONT BACKER ROD &
SEALANT
- TYP ENTIRE PERIM
LIGHT-GUAGE COLD
ROLLED FRAMING BY
MTL BLDG MANUF
INTERIOR
EXTERIOR
CONC KNEE WALL
- BELOW
6" STORM RESISTANT
ALUM LOUVER SYSTEM
CONT SEALANT BY
METAL BLDG MANUF 3 " LIGHT-GUAGE COLD
ROLLED FRAMING BY
MTL BLDG MANUF
CONT BACKER ROD
& SEALANT
- TYP ENTIRE PERIM
LOUVER SCREEN
INTERIOR
EXTERIOR
4" MTL WALL PANEL
ASSEMBLY BY MTL
BLDG MANUF
AIR & VAPOR
BARRIER TRANSITION
STRIP
FACE OF MTL WALL
PANEL ASSEMBLY
- BEYOND
3"
6" STORM RESISTANT
ALUM LOUVER
SYSTEM
HEAD ASSEMBLY
ENCLOSURE /
DRIP EDGE BY
MTL BLDG MANUF
CONT SEALANT BY
METAL BLDG MANUFINTERIOR
CMU LINTEL
- SEE STRUCTURAL
DWGS
FACE OF CMU
- BEYOND
INTERIOR
FIXED ALUM LOUVER
SYSTEM
CONT SEALANT & BACKER
ROD, ENTIRE PERIM
- TYP EA SIDE
CL OF LOUVER &
OF CMU WALL
SHIM AS REQUIRED
FIXED ALUM
LOUVER
SYSTEM
CL OF LOUVER &
OF CMU WALL
INTERIOR
CMU WALL
FACE OF
CMU SILL
- BELOW
CONT SEALANT &
BACKER ROD,
ENTIRE PERIM
- TYP EA SIDE
SHIM AS
REQUIRED
INTERIOR
FIXED ALUM LOUVER
SYSTEM
CL OF LOUVER &
OF CMU WALL
INTERIOR
CMU WALL
FACE OF CMU
- BEYOND
CONT SEALANT & BACKER
ROD, ENTIRE PERIM
- TYP EA SIDE
SHIM AS REQUIRED
INTERIOR
0'3" 6" 1'
SCALE: 3" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
WINDOW DETAILS
III
A834
MF
BPM
DGT
2170117-E
CONFORMED
3" = 1'-0"4/ A8313INSULATED TRANSLUCENT PANEL HEAD DETAIL
3" = 1'-0"4/ A8312INSULATED TRANSLUCENT PANEL JAMB DETAIL
3" = 1'-0"4/ A8311INSULATED TRANSLUCENT PANEL SILL DETAIL
3" = 1'-0"4/ A8316INSULATED TRANSLUCENT PANEL HEAD DETAIL
3" = 1'-0"4/ A8315INSULATED TRANSLUCENT PANEL JAMB DETAIL
3" = 1'-0"4/ A8314INSULATED TRANSLUCENT PANEL SILL DETAIL
3" = 1'-0"3/ A8317LOUVER SILL DETAIL
3" = 1'-0"3/ A8318LOUVER JAMB DETAIL
3" = 1'-0"3/ A8319LOUVER HEAD DETAIL
3" = 1'-0"1/ A20210LOUVER HEAD DETAIL
3" = 1'-0"11/ A83111LOUVER JAMB DETAIL
3" = 1'-0"11/ A83112LOUVER SILL DETAIL
UP
UP
DN
ROOM FINISH LEGEND:
CT CERAMIC TILE - 12x24 FLOOR TILE
SC SEALED CONCRETE
RF RESINOUS FLOORING
MAT RECESSED ALUM. ENTRY GRILLE
(SEE DETAIL 7 / A901)
LN LINOLEUM TILE - 12x36 PLANKS
CPT CARPET TILE - 24x24
ABBREVIATIONS:
ACT: ACOUSTICAL CEILING TILE
A1: 2'x2'
A2: 2'x2' - MOISTURE RESISTANT
CMU: CONCRETE MASONRY UNIT
CONC: CONCRETE
CT: CERAMIC TILE
GWB: GYPSUM WALL BOARD
FRP: FIBERGLASS REINFORCED
PLASTIC
CG: CORNER GUARD
(REFER TO DETAIL 3 / A901)
OTS: OPEN TO STRUCTURE
PNT: PAINT
RB: RESINOUS BASE
RF: RESINOUS FLOORING
RUB: RUBBER BASE
G1: GYPSUM BOARD CEILING
G2: GYPSUM BOARD CEILING
MOISTURE RESISTANT
G3: 2-HR FIRE RATED GWB CEILING
ASSEMBLY
NOTES:
1. PAINT EXPOSED STEEL - FRAMES, GIRTS, BEAMS AND COLUMNS.
2. PAINT EXPOSED DECK AT UNDERSIDE OF MEZZANINE.
3. PAINT EXPOSED DUCTWORK AND ELECTRICAL CONDUIT LOCATED ON WALLS
SCHEDULED TO BE PAINTED ONLY.
4. PAINT CONCRETE KNEE WALL IN SHOP AREAS ONLY (NOT VEHICLE STORAGE).
5. PAINT GUARD AND HAND RAILS.
6. FOR ROOMS TO RECEIVE ABUSE-RESISTANT GWB, ARGWB TO BE INSTALLED ONLY UP
TO CEILIING HEIGHT. SOFFITS AND ANY OTHER GWB ABOVE CEILING SHALL BE AS
SCHEDULED OTHERWISE.
9 10 11 12 13
A.1
A
B.2
ENTRY /
VESTIBULE
101
CONFERENCE
ROOM
102
DIRECTOR
OFFICE
103
OFFICE MGR
104
CEMETERY
OFFICE
105
TOWN
ENGINEER
106
HIGHWAY
SUPER.
107
GROUNDS
SUPER.
108
STOR.
109
FILE
STORAGE
110
FEMALE
TOILET
111
MALE
TOILET
112
TABLE AND
COT
STORAGE
113
TRAINING /
STORM
EVENT
ROOM
114
SMALL
ENGINE
REPAIR
SHOP
120
MOWER
REPAIR
SHOP
121
SHARED
GENERAL
WORKSHOP
122
FACILITIES
CARPENTRY
SHOP
123
SIGN SHOP
124
MUSTER
ROOM /
TRAINING
125
STORM
EVENT
OFFICE
126 ENTRY
VESTIBULE
127
PARKS
SUPERVISOR
OFFICE
128
KITCHEN
AREA
129
ENGINEERING
OPEN
OFFICE
131
ADMIN
AREA
132
COPY/ FILE/
MAIL AREA
133
MECHANICAL
ROOM
134
PPE STOR
116
TEL/DATA
115
BDA CL.
130
JAN. CL
119
8.5 9.8 10.3 13.1 15
B.8
D
C
12.311.3
C.5
14
B
8.9
VEHICLE
AND
EQUIPMENT
STORAGE
136
MEN'S
LOCKER
ROOM
117
CORRIDOR
145
WOMEN'S
LOCKER
ROOM
118
14.39.4
LN
LN
LN
LN
LN
LN
LN
LN RF
RF LN
LN CPT
CPT CPT
CPT
CPTCPTCPT
LN
CT
LN
RF
CT
CPT
SC CT
LN
LN LN
CPT CPT
CPT CPT
CPT CPT
CPT CPT
LN
CPTCPTCPTCPT
LN
LN
LN LN
CPT CPT
LN
CT
LN
RECESSED ALUM. ENTRY
GRILL, SEE DETAIL 7/A901 8' - 0"CG
4' - 0"
7
A901
CGCG
CG CG
CG CG
CG CG
CG
CG
RECESSED ALUM.
ENTRY GRILL
- SEE DETAIL 7/A901
4' - 0"6' - 0"
7
A901
LN
SC
LNSC
1 HATCH ONLY
REVISED
86 8.2
I.1 I.1
J J
K K
L L
I I
6.5
J.5J.5
LNSC
DPW
VEHICLE
MAINTENANCE
141
PARTS
ROOM
137
FLUIDS
ROOM
138
TOILET
139
MECHANICS
OFFICE
140
VEHICLE
AND
EQUIPMENT
STORAGE
136
RFSC
6.3
1 HATCH ONLY
REVISED RESINOUS BASE 4" INTEGRALCERAMIC WALL TILE
WALL ASSEMBLY
RESINOUS FLOOR
SYSTEM W/
INTREGRAL BASE
CONC FLOOR
SLAB ASSEMBLYRUBBER BASE 4 "
WALL ASSEMBLY
FINISHED FLOOR, SEE
FINISH SCHEDULE
FOR TYPE
CONC FLOOR
SLAB ASSEMBLY
RUBBER BASE
CORNER GUARD (CG), TYPICAL
- FASTEN AS REQ'D PER
MANUFACTURER'S
RECOMMENDATION
5/8" GWB ON MTL STUDS,
TYPICAL
44" SANITARY WALL PANEL4"48" T.O. SANITARY WALL PANELPTD,
GWB
SANITARY
WALL PANEL2'-4" RESINOUS
INTREGRAL
BASE
S AN IT A R Y W A LL P AN EL RECESS1 1/8"RECESS1 1/8"ENTRANCE
RECESSED
WALK OFF MAT
CONC FLOOR
ENTRANCE
RECESSED
WALK OFF MAT
SECTION "A"
SECTION "B"
- COORDINATE RECESS IN CONCRETE
SLAB W/ APPROVED PRODUCT
EMBEDDED FRAME
- TYP ENTIRE PERIM
CONC FLOOR
EMBEDDED FRAME
- TYP ENTIRE PERIM
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
FINISH SCHEDULE
A901
MF
BPM
DGT
2170117-E
CONFORMED
ROOM FINISH SCHEDULE
ROOM FLOOR WALLS CEILING
REMARKS# NAME MAT FINISH BASE MAT FINISH MAT FINISH HEIGHT TYPE
101 ENTRY / VESTIBULE CONC CT CT GWB PNT GB PTD 10'-0" G1 PROVIDE RECESSED ENTRY MAT
102 CONFERENCE ROOM CONC CPT RUB GWB PNT ACT - 10'-0" A1
103 DIRECTOR OFFICE CONC CPT RUB GWB PNT ACT - 10'-0" A1
104 OFFICE MGR CONC CPT RUB GWB PNT ACT - 10'-0" A1
105 CEMETERY OFFICE CONC CPT RUB GWB PNT ACT - 10'-0" A1
106 TOWN ENGINEER CONC CPT RUB GWB PNT ACT - 10'-0" A1
107 HIGHWAY SUPER.CONC CPT RUB GWB PNT ACT - 10'-0" A1
108 GROUNDS SUPER.CONC CPT RUB GWB PNT ACT - 10'-0" A1
109 STOR.CONC CPT RUB GWB PNT ACT - 10'-0" A1
110 FILE STORAGE CONC CPT RUB GWB PNT ACT - 10'-0" A1
111 FEMALE TOILET CONC CT CT CT / GWB - / PNT ACT - 10'-0" A2
112 MALE TOILET CONC CT CT CT / GWB - / PNT ACT - 10'-0" A2
113 TABLE AND COT STORAGE CONC LN TILE RUB GWB PNT ACT - 10'-0" A1
114 TRAINING / STORM EVENT ROOM CONC LN TILE RUB GWB PNT ACT - 10'-0" A1
115 TEL/DATA CONC SC RUB GWB PNT ACT - 10'-0" A1
116 PPE STOR CONC LN TILE TUB GWB PNT GB PTD 10'-0" G1
117 MEN'S LOCKER ROOM CONC RF RF CT / GWB - / PNT GB PTD 10'-0" G2
118 WOMEN'S LOCKER ROOM CONC RF RF CT / GWB - / PNT GB PTD 10'-0" G2
119 JAN. CL CONC RF RF GWB PNT GB PTD 9'-0" G2 PROVIDE SANITARY WALL PANELS AT MOP SINK
120 SMALL ENGINE REPAIR SHOP CONC SC RUB CONC / CMU / GWB /MTL PNL PNT / PNT / PNT / - OTS PTD 22'-0" - 27'-0" +/- -
121 MOWER REPAIR SHOP CONC SC RUB CONC / CMU / GWB /MTL PNL PNT / PNT / PNT / - OTS PTD 22'-0" - 27'-0" +/- -
122 SHARED GENERAL WORKSHOP CONC SC RUB CONC / CMU / GWB /MTL PNL PNT / PNT / PNT / - OTS PTD 22'-0" - 27'-0" +/- -
123 FACILITIES CARPENTRY SHOP CONC SC RUB CONC / CMU / GWB /MTL PNL PNT / PNT / PNT / - OTS PTD 22'-0" - 27'-0" +/- -
124 SIGN SHOP CONC SC RUB CONC / CMU / GWB /MTL PNL PNT / PNT / PNT / - OTS PTD 22'-0" - 27'-0" +/- -
125 MUSTER ROOM / TRAINING CONC LN TILE RUB GWB PNT ACT / GWB - / PTD 10'-0" / 7'-4 3/4" A1 / G1
126 STORM EVENT OFFICE CONC LN TILE RUB GWB PNT ACT - 10'-0" A1
127 ENTRY VESTIBULE CONC CT CT GWB PNT GWB PTD 10'-0" G1 PROVIDE RECESSED ENTRY MAT
128 PARKS SUPERVISOR OFFICE CONC LN TILE RUB GWB PNT ACT - 10'-0" A1
129 KITCHEN AREA CONC LN TILE RUB GWB PNT ACT / GWB - / PTD 10'-0" / 7'-4 3/4" A1 / G1
130 BDA CL.CONC LN TILE RUB GWB PNT GWB PTD 9'-0" G1
131 ENGINEERING OPEN OFFICE CONC CPT RUB GWB PNT ACT - 10'-0" A1
132 ADMIN AREA CONC CPT RUB GWB PNT ACT - 10'-0" A1
133 COPY/ FILE/ MAIL AREA CONC CPT RUB GWB PNT ACT - 10'-0" A1
134 MECHANICAL ROOM CONC SC RUB CONC / CMU / GWB /MTL PNL PNT / PNT / PNT / - OTS PTD 13'-0" +/- -
135 ELECTRICAL ROOM CONC SC RUB CONC / CMU / GWB /MTL PNL PNT / PNT / PNT / - OTS PTD 13'-0" +/- -
136 VEHICLE AND EQUIPMENT STORAGE CONC SC - CONC / CMU / GWB /MTL PNL PNT / PNT / PNT / - OTS PTD 23'-0" - 32'-0" + /- -
137 PARTS ROOM CONC SC - CONC / CMU / GWB /MTL PNL PNT / PNT / PNT / -OTS PTD 12'-0' +/- -
138 FLUIDS ROOM CONC SC - CONC / CMU / GWB /MTL PNL PNT / PNT / PNT / -GB PTD 12'-0' +/- G3
139 TOILET CONC RF RF CMU PNT ACT - 9'-0" A2
140 MECHANICS OFFICE CONC LN TILE RUB GWB PNT ACT - 9'-0" A1
141 DPW VEHICLE MAINTENANCE CONC SC - CONC / CMU / GWB /MTL PNL PNT / PNT / PNT / - OTS PTD 30'-0" - 34'-6" +/--
142 POLICE DEPARTMENT VEHICLE MAINTENANCE CONC SC - CONC / CMU / GWB /MTL PNL PNT / PNT / PNT / - OTS PTD 30'-0" - 34'-6" +/- -
143 WASH EQUIP CONC SC - CMU PNT OTS PTD 30'-0" - 34'-6" +/- -
144 WASH BAY CONC SC CONC / PVC PLASTIC WALL PANELS (PVC) - PLASTIC WALL
PANELS (PVC)
- 28'-0" -
145 CORRIDOR CONC LN TILE RB GWB PNT ACT / GB - / PTD 10'-0" / 8'-0" A1 / G1
146 COMPRESSOR ROOM CONC SC RB GWB / MTL PNL - / PNT OTS PTD 10'-0"-12'-0" +/--
147 DPW VEHICLE MAINTENANCE MEZZANINE 3 CONC SC RB GWB / MTL PNL - / PNT OTS PTD 18'-6" - 23'-0" +/- -
148 VEHICLE AND EQUIPMENT STORAGE MEZZANINE 2 CONC SC RB GWB / MTL PNL - / PNT OTS PTD 10'-6" - 14'-6" +/- -
149 VEHICLE AND EQUIPMENT STORAGE MEZZANINE 1 CONC SC RB GWB / MTL PNL - / PNT OTS PTD 10'-6" - 14'-6" +/- -
164 Room
ALL EXPOSED TO VIEW CONCRETE ON
VERTICAL SURFACES TO RECIEVE
SMOOTH FORMED FINISH, CLASS "A"
ONE WALL IN EACH ROOM TO BE AN
ACCENT WALL
- LOCATE ON FINISH PLAN
1/8" = 1'-0"1/ A3011FIRST FLOOR - FINISH PLAN
1/8" = 1'-0"1/ A3012FIRST FLOOR VEHICLE MAINTENANCE - FINISH PLAN
3" = 1'-0"6/ A7015RESINOUS BASE DETAIL
3" = 1'-0"6 RUBBER BASE DETAIL
1 1/2" = 1'-0"3 TYP. CORNER GUARD DETAIL
1/2" = 1'-0"1/ A7014SANITARY WALL PANEL
3" = 1'-0"1/ A9017RECESSED WALK OFF MAT DETAIL
1 10.04.19 Addendum #1
1
F
SMS
T.O. FLOOR
SOLID SURFACE COUNTERTOP
ON 5/8" TH. PLYWOOD W/
BULLNOSE EDGE
1/2" TH. X 4" H
SOLID SURFACE
BACKSPLASH
WOOD DRAWER
3/4" TH. PLAM
DRAWER FRONT
3/4" PLAM
ADJUSTABLE SHELF
3/4" TH. PLAM
CABINET DOOR
BASE AS SCHEDULED
- TYPICAL 4"TYP
3"
1"
2' - 0"
3/4" TH. PLAM
ADJUSTABLE SHELF
3/4" TH. PLAM CABINET
DOOR
1"
1' - 0"3' - 0"3/4"PAINTED
WOOD TRIM
2' - 10"1' - 6"2' - 1"1"6"METAL STUDS
AT 16" O.C.
GWB SOFFIT
1"
1"7' - 4"7' - 4 3/4"BOTTOM
OF SOFFIT
TOP OF
CABINET
T.O. FLOOR
SOLID SURFACE COUNTERTOP
ON 5/8" TH. PLYWOOD W/
BULLNOSE EDGE
1/2" TH. X 4" H SOLID
SURFACE
BACKSPLASH
3/4" TH. PLAM APRON
- ALIGN W/ FACE OF
CABINET BEYOND
3/4" TH. PLAM
REMOVABLE PANEL
6"9"WOOD BLOCKING
- TYPICAL
BASE AS SCHEDULED
- TYPICAL
GENERAL SINK NOTES:
- PROVIDE CUT-OUT IN COUNTERTOP FOR SINK. COORDINATE W/ SPECIFIED SINK
- PROVIDE FINISH END PANELS AT CABINET BEYOND, TYPICAL BOTH SIDES
3/4" TH. PLAM
ADJUSTABLE SHELF
3/4" TH. PLAM CABINET
DOOR
1"
1' - 0"
PAINTED
WOOD TRIM
METAL STUDS
AT 16" O.C.
2' - 1"2' - 10"1' - 6"3' - 0"3/4"GWB SOFFIT
1"
8"CLEAR2' - 3" 6" 1"
1"7' - 4"7' - 4 3/4"BOTTOM
OF SOFFIT
TOP OF
CABINET
SOLID SURFACE
COUNTERTOP ON 5/8"
TH. PLYWOOD W/
BULLNOSE EDGE
1/2" TH. X 4" H SOLID
SURFACE BACKSPLASH
WOOD DRAWER
3/4" TH. PLAM
DRAWER FRONT
3/4" TH. PLAM
ADJUSTABLE SHELF
3/4" TH. PLAM
CABINET DOOR
BASE AS SCHEDULED
(TYP.)4"3" TYP.
1"
2' - 0"
2' - 1"2' - 10"6" 1"
1"9"6"
SD
MIRR
T.O. COUNTER
2x WOOD
BLOCKINGDRAIN PIPING W/ INSULATION
BY GENERAL CONTRACTOR,
TYP ALL SINKS / LAVATORIES
PLAM ON 3/4" PLYWOOD
PANEL AT BOTH ENDS
PLAM ON 3/4"
PLYWOOD
REMOVABLE
PANEL
COUNTERS BRACKET
- TYP 2'-0" O.C. MAX
AND AT EACH END
2
4
2
X
T.O. FLOOR
8"2' - 5"APRON5"2' - 10"2' - 1"
SOLID SURFACE
COUNTERTOP ON
5/8" TH. PLYWOOD
W/ BULLNOSE EDGE
1/2" TH. X 4" H
SOLID SURFACE
BACKSPLASH
3/4" TH. PLAM
ADJUSTABLE SHELF
(TYP. OF 2)
3/4" TH. PLAM
CABINET DOOR
1"
1' - 0"
PROVIDE FINISHED
END PANELS AT
EXPOSED ENDS
(TYP.)SEE CASEWORK ELEVATIONSHEIGHT VARIESPAINTED
WOOD TRIM
3/4"1"
3/4" TH. PLAM CABINET
DOOR
DURING CONSTRCOORD W SUBMITTALBUILT IN
MICROWAVE
W/ VENT
COORD. CUT-OUTS
W/ EXHAUST DUCT,
EXHAUST AS
OCCURS 3/4"GWB SOFFIT
PAINTED
WOOD TRIM
1' - 0"1"
METAL STUDS
AT 16" O.C.
A911 9
10
REF
B.2
B.8
11.3
MUSTER
ROOM /
TRAINING
125
13' - 9"19' - 9 1/4"3' - 1 3/4"2' - 6"11' - 11"1
A911
2
A911
1
A911
REF
RETURN CT
BACKSPLASH
125A
AS-3
FILLER
1/4"
3' - 3"
RANGE
2' - 6" 2' - 0" 2' - 0"2' - 0"
2
A911
1
A911
7' - 4"3' - 0"
DISHWASHER
2' - 0"
3' - 0"2' - 10"1' - 6"3' - 0"7' - 4 3/4"FILLER
1/4"
3' - 3"2' - 6"2' - 0"2' - 0"2' - 0"3' - 0"3' - 0"
12"
RANGE
MICROWAVE /
HOOD COMBO
DISH-
WASHER 1' - 6"1' - 0"RETURN CT
BACKSPLASH
TOP OF
CABINET
BOTTOM
OF SOFFIT 7
A911
1
A911
3' - 0" 2' - 6" 3' - 0" 3' - 0"
FILLER 1'-0"1' - 0"3' - 0"1' - 6"2' - 10"7' - 4"7' - 4 3/4"3' - 0"2' - 6"
BOTTOM
OF SOFFIT
TOP OF
CABINET
REFRIG REFRIG
REF.
N.I.C
GWB, PNTD 3' - 0"1' - 6"2' - 10"3' - 0"3' - 0"3' - 0"3' - 0"1' - 6"7' - 4 3/4"1
A911
7' - 4" 3'-0"3' - 0"3' - 0"
9' - 0"
12'-0"
3'-0"1' - 0"TOP OF
CABINET
BOTTOM
OF SOFFIT2
A911
A911
11
13.1
B.8
KITCHEN
AREA
129
REF
12' - 0"
BDA CL.
130
130 2A
2G
1A
14
1
A911
3' - 0" 3' - 0" 3' - 0"
12.3
A91113A91114
4' - 0"1' - 1"1' - 0"1' - 0"1' - 0"4' - 0"8"1' - 1"STORM
EVENT
OFFICE
126
ENTRY
VESTIBULE
127
17
A911
13 13.1
101B
A911
15
A911
16
4' - 0"
4"8"8"ENTRY /
VESTIBULE
101
COPY/ FILE/
MAIL AREA
133
4"
3' - 8"3' - 2"1' - 2"1' - 3"
17
A911
1
1
3' - 2"A912
4
3
A912
3' - 8"3' - 8"1' - 3"10"
17
A911
TV, N.I.C.
1
1 101B
3' - 4"3' - 6"3' - 8"
4"4"
1
1
101B
1
1
ADMIN FLOOR
0' -0"
12.3
2A
2A
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
CASEWORK
ELEVATIONS AND
DETAILS
A911
MF
BPM
DGT
2170117-E
CONFORMED
1" = 1'-0"8/ A9111ADA BASE / WALL CABINET DETAIL
1" = 1'-0"8/ A9112ADA SINK DETAIL - W/ WALL CABINET
1" = 1'-0"3 DOOR / DRAWER BASE CABINET
1" = 1'-0"7/ A7014RESTROOM ADA SINK
1" = 1'-0"6 UPPER CABINET - TALL
1" = 1'-0"9/ A9117UPPER CABINET - BUILT IN MICROWAVE
1/4" = 1'-0"1/ A2018ENLARGED PLAN - MUSTER ROOM/TRAINING
1/4" = 1'-0"8/ A9119MUSTER ROOM/TRAINING - EAST
1/4" = 1'-0"8/ A91110MUSTER ROOM/TRAINING - SOUTH
1/4" = 1'-0"12/ A91111KITCHEN AREA - NORTH
1/4" = 1'-0"1/ A20112ENLARGED PLAN - KITCHEN AREA
1/4" = 1'-0"1/ A20118PARTIAL FLOOR PLAN - SHOPS & EMPLOYEE FACILITIES - Callout 1
1/4" = 1'-0"1/ A20119PARTIAL FLOOR PLAN - SHOPS & EMPLOYEE FACILITIES - Callout 7
1/4" = 1'-0"18/ A91113Elevation 3 - a
1/4" = 1'-0"18/ A91114Elevation 4 - a
1/4" = 1'-0"19/ A91115Elevation 5 - a
1/4" = 1'-0"19/ A91116Elevation 6 - a
1" = 1'-0"17 SECTION DETAIL - PUBLIC COUNTER
HEAVY DUTY ADJUSTABLE
MTL SHELF TRACK &
BRACKETS. ACHORED
PER MANUF. REQ
- TYPICAL
3/4" PAINTED
PLYWOOD SHELVES
- TYPICAL 7' - 0"A.F.F.1' - 0"ADJUSTABLEWALL STANDARD /
BRACKETREFER TO FLOOR
PLANS FOR WALL
TYPE & LOCATION
SEMI-RECESSED FIRE
EXTINGUISHER CABINET
-REFER TO A-SERIES
FOR LOCATIONS
FOR CABINET R.O. DIMENSIONS
SEE MANUF SPECS & DATA
PROVIDE METAL STUDS &
WD BLKG FOR CABINET
CONNECTIONS
TV / MONTIOR (N.I.C.)
MONITOR MOUNTING
BRACKET (N.I.C.) SECURED
TO WD. BLK'G. IN WALL
WALL CONST
REFER TO A-SERIES TYPICAL, U.N.O.7' - 0" A.F.F.PROVIDE WD BLKG FOR
FUTURE INSTALLATION
OF MOUNTING BRACKET
- COORDINATE WITH
OWNER
CL
BACKING CHANNEL
(UNPUNCHED) 6" x 18 GA
TRACK, U.N.O.
NOTE:
MAXIMUM VERTICAL
HANGING LOAD OF 300LB.
METAL STUDS @ 16" O.C.
(TYP.)
(3) #12 SHEET METAL
SCREWS (TYP.)
(NOTCH BACKING
CHANNEL AROUND STUDS
BACKING CHANNEL SHALL BE
LONGER THAN HUNG ITEM BY MIN.
ONE STUD SPACE EACH END (TYP.)METAL STUDS
@ 16" O.C. (TYP.)
#12 SMS TYP. U.N.O.
BACKING
CHANNEL
WALL HUNG ITEM
16" MAX.
300 LB.
MAX.
CG
TYPICAL ALL CLOSETS
1' - 0"3 1/2"1 1/2"OF COAT
ROD
3/4" HARDWOOD
VENEER PLYWOOD
PROVIDE WOOD BLKG
IN WALL AS REQUIRED
(3) SIDES
FASTEN BLKG
TO WALL AT
EVERY STUD,
16" O.C. TYP
4 5 .0 0 °CONT HARDWOOD
EDGE BEAD
CONT 1x WD
CLEAT
- TYP EA END5'-0" ABOVE FINISH FLOORCOAT ROD
CL
SLOPED TOP
NOTE: GC TO PROVIDE
FINISHED END PANELS AND
FILLER PANELS BY LOCKER
MANUFACTURER, TYPICAL,
AT EXPOSED ENDS
BASE AS
SCHEDULED
4"A912
8
2x PT WD FRAMING W/ 3/4"
PLYWOOD BASE
- REFER TO LARGE SCALE
PLANS FOR LOCKER LAYOUTS
- TYPICAL
SIM,
OPP HAND
WOOD BLOCKING; ANCHOR
EVERY THIRD LOCKER (TYP.)
1"
SLOPED TOP
NOTE: GC TO PROVIDE FINISHED
END PANELS AND FILLER
PANELS BY LOCKER
MANUFACTURER, TYPICAL, AT
EXPOSED ENDS
BASE AS SCHEDULED
4"A912
8
1' - 6"
FACE OF WALL
CONSTRUCTION
HEAVY DUTY SINGLE TIERED
LOCKERS, 24" WIDE x 18" DEEP
2x PT WD FRAMING W/
3/4" PLYWOOD BASE
- TYP ALL LOCKER BASE RESINOUS BASE 4" INTEGRALRESINOUS FLOOR
SYSTEM W/
INTREGRAL BASE
CONC FLOOR
SLAB ASSEMBLY
3/4" PT PLYWOOD
BACKER
1"1' - 6"1 1/4"1' - 0"
1 1/4" SOLID MAPLE W/
TRANSPARENT PAINT FINISH
1 1/2" Ø STEEL PIPE
PEDESTAL AT 4'-0" O.C. W/
BASE FLANGES BOLTED
TO FLOOR
CL
1 1/4" SOLID
WOOD
RADIUS EDGE
- TYP ALL EDGES,
ENTIRE BENCH
(4), TWO SETS OF
BOLT MOUNTED
PEDESTALS
1' - 6"3' - 3"1' - 11"4' - 0"1' - 6"3' - 3"SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
CASEWORK
DETAILS
A912
MF
BPM
DGT
2170117-E
CONFORMED
1" = 1'-0"1/ A2011ADJUSTABLE SHELVING
3" = 1'-0"2 TYPICAL SEMI-RECESSED FIRE EXTINGUISHER CABINET
1" = 1'-0"14/ A9113WALL-MOUNTED MONITOR BLOCKING
1" = 1'-0"1/ A2014TYP. BACKING SUPPORT DETAIL
3" = 1'-0"1/ A2015CLOSET SHELVING - W/ ROD
1/2" = 1'-0"6 DOUBLE LOCKER END PANEL & BASE
1/2" = 1'-0"6/ A7017LOCKER SECTION3" = 1'-0"6/ A9128LOCKER BASE DETAIL
3" = 1'-0"6/ A7019LOCKER ROOM BENCH DETAIL - 12" WIDE
1" = 1'-0"6/ A70110LOCKER ROOM ACCESSIBLE BENCH DETAIL
UP
UP
OVERHEAD DOOR
MOTOR 2
1
OVERHEAD DOOR
MOTOR 1
1
OVERHEAD DOOR
MOTOR 3
1
SKP
SKP
SKP
SMS
SMS
JSMS
SMS
SKPSKP
SMS
SMS
SMS
J
CEMETERY
OFFICE
105
TOWN
ENGINEER
106
HIGHWAY
SUPER.
107
GROUNDS
SUPER.
108
FILE
STORAGE
110
TRAINING /
STORM
EVENT
ROOM
114
MEN'S
LOCKER
ROOM
117
WOMEN'S
LOCKER
ROOM
118
SMALL
ENGINE
REPAIR
SHOP
120
MOWER
REPAIR
SHOP
121
SHARED
GENERAL
WORKSHOP
122
FACILITIES
CARPENTRY
SHOP
123
SIGN SHOP
124
MUSTER
ROOM /
TRAINING
125
STORM
EVENT
OFFICE
126
ENTRY
VESTIBULE
127
PARKS
SUPERVISOR
OFFICE
128
ENGINEERING
OPEN
OFFICE
131
COPY/ FILE/
MAIL AREA
133
ENTRY /
VESTIBULE
101
CONFERENCE
ROOM
102
DIRECTOR
OFFICE
103
OFFICE MGR
104
FEMALE
TOILET
111
MALE
TOILET
112
TEL/DATA
115
PPE STOR
116
JAN. CL
119
BDA CL.
130
STOR.
109
MECHANICAL
ROOM
134
VEHICLE
AND
EQUIPMENT
STORAGE
136
MECHANICS
OFFICE
140
FLUIDS
ROOM
138
TOILET
139
PARTS
ROOM
137
DPW
VEHICLE
MAINTENANCE
141
0' 4' 8'16'
SCALE: 1/8" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
FURNITURE
LAYOUT
A921
MF
BPM
DGT
2170117-E
CONFORMED
NOTE:
• FURNITURE IS SHOWN FOR REFERENCE ONLY.
• OWNER / CLIENT WILL PURCHASE UNDER SEPARATE CONTRACT
1/8" = 1'-0"1/ A3011FIRST FLOOR - FURNITURE PLAN
1/8" = 1'-0"1/ A3012VEHICLE MAINTENANCE - FURNITURE PLAN
ROOM SIGNAGE MOUNTING LOCATIONS
3/8" = 1'-0"
9"
CL OF
SIGNAGE
MIN4' - 0"MAX5' - 0"9"
CL OF
SIGNAGE
BASELINE OF
BRAILLE CELLS
LATCH
SIDE OF
DOOR
LATCH
SIDE OF
DOOR
RIGHT
SIDE OF
DOOR
9"
CL OF
SIGNAGE
MIN4' - 0"MAX5' - 0"9"
OF
SIGNAGE
BASELINE OF
BRAILLE CELLS
CL
RIGHT
SIDE OF
DOOR
MIN4' - 0"MAX5' - 0"OF
SIGNAGE
BASELINE OF
BRAILLE CELLS
CL9"DOOR
AT 45°
SINGLE DOOR
SIGNAGE LOCATION
DOUBLE DOORS WITH TWO (2)
ACTIVE LEAFS SINGAGE LOCATION
DOUBLE DOORS WITH TWO (2) ACTIVE
LEAFS WITHOUT ADJACENT WALL
SPACE SIGNAGE LOCATION
EXIT
6 1/2"
6"6 1/2"6"GRADE 2 BRAILLE
CL
BORDER
- TYPICAL
BOTTOM
OF TEXT
TEXT AND BRAILLE
CENTERED HORIZ
WITHIN SIGN
- TYPICAL
SIGN, TEXT
& BRAILLE
3/8"1/2"1 1/2"1 1/4"FINISH FLOOR 5'-0" ABOVEMENS
GRADE 2 BRAILLE
FINISH FLOOR 5'-0" ABOVEBORDER
- TYPICAL
BOTTOM
OF TEXT
6 1/2"
6"8 3/4"8 1/4"4 1/2" 1"1/2"1"3/8" 1/2" 3/8"
CL SIGN, TEXT, BRAILLE
& SYMBOLS
PICTOGRAM FIELD6"WOMENS
GRADE 2 BRAILLE1/2" 3/8" 1" 1/2" 4 1/2" 1"8 3/4"8 1/4"3/8"6 1/2"
6"FINISH FLOOR 5'-0" ABOVEBORDER
- TYPICAL
BOTTOM
OF TEXT
CL SIGN, TEXT, BRAILLE
& SYMBOLS
PICTOGRAM FIELD6"RESTROOM
GRADE 2 BRAILLE
FINISH FLOOR 5'-0" ABOVEBORDER
- TYPICAL
BOTTOM
OF TEXT
CL SIGN, TEXT, BRAILLE
& SYMBOLS
10 1/4"
9 3/4"8 1/2"8"1"4 1/2"1/2"3/4"3/8"1/2"3/8"PICTOGRAM FIELD6"GRADE 2 BRAILLE
101
Main
Office
6 1/2"
6"
3/4"6 1/2"6"3/8"1/2"3/8" 1 1/4" 3/4" 3/4"1/4"3/4" 1"FINISH FLOOR 5'-0" ABOVEBORDER
- TYPICAL
BOTTOM
OF TEXT
8"2 1/2"8"6 7/8"3/8"3/8"3/8"3/16"2"5/16"BRAILLE
3/32" RAISED
BORDER
HIGHWAY
SUPERINTENDENT
RAISED
GRAPHIC
1481 1/2" 2"
2 1/8" X 8"
INSERT SLOT
(SHOWN DASHED)
2"x7" CLEAR WINDOW 3" 1 1/2"
3" 3/4"
FOREMEN
8"8"6 7/8"3/8"3/8"3/8"BRAILLE
3/32" RAISED
BORDER
RAISED
GRAPHIC
3" 1 1/2"
NOTE:
PROVIDE TYPICAL
PLINTH AT ALL
EXTERIOR
CONDITIONS. SEE
SCHEDULE FOR
LOCATIONS.
1381 1/2" 2"
3"3/4"
4" MTL WALL PANEL
ASSEMBLY BY MTL
BLDG MANUF
16" TALL CAST METAL
LETTERING WITH SIDE
STUD MOUNT
-SEE EXTERIOR
ELEVATIONS FOR LETTERS
STRUT CHANNELS AT
STUD MOUNT
LOCATIONS FOR
SIGNAGE BETWEEN
STRUCTURE BY MTL
BLDG MANUF
CLIP ANGLES BACK TO
WIND POSTS / VERTICAL
STRUT CHANNELS AS
OCCURS BY MTL BLDG
MANUF
-TYP (2) EACH STRUT
CHANNEL
CL OF STUD POST &
OF STRUT CHANNEL
CL OF STUD POST &
OF STRUT CHANNEL
SHOP PAINTED HIGH DENSITY
URETHANE TOWN SEAL WITH
THREADED STUDS ATTACHED TO
GALVINIZED FRAME
PROVIDE SUPPLEMENTAL
FRAMING BETWEEN METAL
STUDS
WRAP AVB AND
SEAL AROUND
PENETRATIONS
GALVINIZED STEEL FRAME WITH
THREADED STUDS ATTACHED
TO STRUCTURE WITHIN WALL
ASSEMBLY
FILLER INSULATION, TYPICAL
B
FIBER CEMENT WALL
ASSEMBLY
EXTERIORINTERIOR
COLD-
FORMED
FRAMING
5/8" GWB
3' - 6"4"
4" NEOPRENE SPACERS
1x8 PVC TRIM
1x4 PVC TRIM OUTSIDE FACE OF
SHEATHING
EXTERIORINTERIOR
CL
CL
16" TALL CAST METAL
LETTERING WITH SIDE
STUD MOUNT
-SEE EXTERIOR
ELEVATIONS FOR LETTERS
OF STUD POST &
OF STRUT CHANNEL
OF STUD POST &
OF STRUT CHANNEL
STRUT CHANNELS AT
STUD MOUNT
LOCATIONS FOR
SIGNAGE BETWEEN
STRUCTURE BY MTL
BLDG MANUF
CLIP ANGLES BACK TO
WIND POSTS / VERTICAL
STRUT CHANNELS AS
OCCURS BY MTL BLDG
MANUF
-TYP (2) EACH STRUT
CHANNEL
8" REVEAL FIBER
CEMENT LAP SIDING
WALL ASSEMBLY TOP ROW 13'-6" A.F.F.BOTTOM ROW 11'-6" A.F.F.NOTE:
G.C. TO VERIFY NAMES, LAYOUT & DATES
WITH OWNER PRIOR TO FABRICATION
OWNER
PUBLIC WORKS DEPARTMENT FACILITY
CL OF SIGN
& TEXT
CL OF
SIGN
8' - 0"4' - 0"OWNER'S PROJECT MANAGER
PROJECT ARCHITECT /
ENGINEERS
GENERAL CONTRACTOR BOB VILLA, INC
SOMEWHERE NICE, USA ####
###-###-####
WESTON & SAMPSON ENGINEERS, INC.
100 FOXBOROUGH BOULEVARD, SUITE 250
FOXBOROUGH, MA 02035
(978) 977-0110
COMPANY NAME
ADRESS, STATE, ZIP
PHONE NUMBER
TOWN OF YARMOUTH
FIRSTNAME LASTNAME
FIRSTNAME LASTNAME
FIRSTNAME LASTNAME
FIRSTNAME LASTNAME
FIRSTNAME LASTNAME
TOWN ADMINISTRATOR
DEPARTMENT OF PUBLIC WORKS DIRECTOR
FACILITIES MANAGER
_____ SUPERINTENDENT
_______ SUPERINTENDENT
BOARD OF SELECTMEN
FIRSTNAME LASTNAME
FIRSTNAME LASTNAME
FIRSTNAME LASTNAME
FIRSTNAME LASTNAME
FIRSTNAME LASTNAME
CHAIRMAN
VICE CHAIRMAN
SELECTMAN
SELECTMAN
CLERK
PERMANENT BUILDING CONSTRUCTION COMMITTEE
FIRSTNAME LASTNAME
FIRSTNAME LASTNAME
FIRSTNAME LASTNAME
CHAIRPERSON
MEMBER
MEMBER
507 BUCK ISLAND ROAD, YARMOUTH, MA 02673
OPM
LOGO
CONST
CO LOGO
NOTE:
1) G.C. TO VERIFY NAMES, LAYOUT & DATES WITH OWNER PRIOR TO FABRICATION
2) PROVIDE 3/4" PLYWOOD BLOCKING BEHIND ENTIRE DEDICATION PLAQUE
Board of Selectmen:
Larry, Chairman
Moe, Vice Chair
Curley, Sr. Clerk
Harry, Selectmen
Willy, Selectmen
Building Committee:
Mark Wahlberg, Chairman
Britney Spears, Vice Chair
Taylor Swift, Member
Beyonce, Member
YARMOUTH
Public Works Department Facility
507 Buck Island Road
Town Administrator:
Daniel Knapik
Project Management:
Environmental Partners Group,
Owner's Project Manager
Architect / Engineers:
Weston & Sampson
Foxborough, MA
General Contractor:
Bob Villa, Inc.
Somewhere Nice, MA
Constructed for and by the Residents of Yarmouth
2020
Department of Public
Works Director:
Jeff Colby
CLOF SIGN
& TEXT
CL OF
SIGN
3' - 0"2' - 0"CL CL
CLCLCLCLCL
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
SIGN TYPES
A931
MF
BPM
DGT
2170117-E
CONFORMED
SIGNAGE SCHEDULE
ROOM
SIGN TYPE QUANTITY# NAME
101 ENTRY / VESTIBULE B, D, H 1, 1, 1
102 CONFERENCE ROOM B 1
103 DIRECTOR OFFICE A 1
104 OFFICE MGR A 1
105 CEMETERY OFFICE A 1
106 TOWN ENGINEER A 1
107 HIGHWAY SUPER. A 1
108 GROUNDS SUPER. A 1
109 STOR. B 1
110 FILE STORAGE B 1
111 FEMALE TOILET F 1
112 MALE TOILET E 1
113 TABLE AND COT STORAGE B 1
114 TRAINING / STORM EVENT ROOM B 1
115 TEL/DATA B 1
116 PPE STOR B 1
117 MEN'S LOCKER ROOM E 1
118 WOMEN'S LOCKER ROOM F 1
119 JAN. CL B 1
120 SMALL ENGINE REPAIR SHOP C 1
121 MOWER REPAIR SHOP C, D 1, 1
122 SHARED GENERAL WORKSHOP C, D 5, 1
123 FACILITIES CARPENTRY SHOP C, D 1, 1
124 SIGN SHOP C 1
125 MUSTER ROOM / TRAINING B, D 1, 1
126 STORM EVENT OFFICE B 1
127 ENTRY VESTIBULE B, D 1, 1
128 PARKS SUPERVISOR OFFICE A 1
129 KITCHEN AREA - -
130 BDA CL. B 1
131 ENGINEERING OPEN OFFICE B 1
132 ADMIN AREA B 1
133 COPY/ FILE/ MAIL AREA B 1
134 MECHANICAL ROOM C, D 1, 1
135 ELECTRICAL ROOM C 1
136 VEHICLE AND EQUIPMENT STORAGE C, D 2, 3
137 PARTS ROOM C 2
138 FLUIDS ROOM C, D 1, 1
139 TOILET G 1
140 MECHANICS OFFICE A 1
141 DPW VEHICLE MAINTENANCE C, D 2, 2
142 POLICE DEPARTMENT VEHICLE MAINTENANCE C, D 1, 1
143 WASH EQUIP C 1
144 WASH BAY C, D 1, 2
145 CORRIDOR D 1
146 COMPRESSOR ROOM C 1
147 DPW VEHICLE MAINTENANCE MEZZANINE 3 C, D 1, 1
148 VEHICLE AND EQUIPMENT STORAGE MEZZANINE 2 C, D 1, 1
149 VEHICLE AND EQUIPMENT STORAGE MEZZANINE 1 C, D 1, 1
164 Room
6" = 1'-0"D SIGN TYPE D
6" = 1'-0"E SIGN TYPE E
6" = 1'-0"F SIGN TYPE F
6" = 1'-0"G SIGN TYPE G
6" = 1'-0"C SIGN TYPE C
6" = 1'-0"A SIGN TYPE A
6" = 1'-0"B SIGN TYPE B
1 1/2" = 1'-0"2/ A3012EXTERIOR SIGNAGE INSTALLATION DETAIL AT METAL PANEL
1" = 1'-0"1/ A3011TOWN SEAL SECTION DETAIL
1 1/2" = 1'-0"3/ A3023EXTERIOR SIGNAGE INSTALLATION DETAIL AT LAP SIDING
1 1/2" = 1'-0"4 CONSTRUCTION SIGN
1 1/2" = 1'-0"1/ A201HDEDICATION PLAQUE - SIGN TYPE H
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
A
B
C
NORTH
EAST
WEST
SOUTH
CANOPY
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
3D-VIEWS
A941
MF
BPM
DGT
2170117-E
CONFORMED
A PERSPECTIVE A
B PERSPECTIVE B
A
B
THESE DRAWINGS ARE FOR REFERENCE ONLY AND ARE NO WAY TO BE
CONSTRUED AS COLOR SELECTIONS. COLORS ARE TO BE CHOSEN
DURING THE SUBMITTAL PROCESS REGARDING ACTUAL SUBMITTED
MANUFACTURERS WITH OWNER.
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
A
B
C
NORTH
EAST
WEST
SOUTH
CANOPY
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
3D-VIEWS
A942
MF
BPM
DGT
2170117-E
CONFORMED
C PERSPECTIVE C
D PERSPECTIVE D
C
D
THESE DRAWINGS ARE FOR REFERENCE ONLY AND ARE NO WAY TO BE
CONSTRUED AS COLOR SELECTIONS. COLORS ARE TO BE CHOSEN
DURING THE SUBMITTAL PROCESS REGARDING ACTUAL SUBMITTED
MANUFACTURERS WITH OWNER.
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
A
B
C
NORTH
EAST
WEST
SOUTH
CANOPY
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
3D-VIEWS
A943
MF
BPM
DGT
2170117-E
CONFORMED
E PERSPECTIVE E
F PERSPECTIVE F
E
F
THESE DRAWINGS ARE FOR REFERENCE ONLY AND ARE NO WAY TO BE
CONSTRUED AS COLOR SELECTIONS. COLORS ARE TO BE CHOSEN
DURING THE SUBMITTAL PROCESS REGARDING ACTUAL SUBMITTED
MANUFACTURERS WITH OWNER.
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
3D-VIEWS
A944
MF
BPM
DGT
2170117-E
CONFORMED
1 FRONT ELEVATION - ISOMETRIC MECHANICAL2FRONT ELEVATION - ISOMETRIC STRUCTURAL
3 FRONT ELEVATION - ISOMETRIC 4 FRONT ELEVATION - ISOMETRIC PLUMBING / FIRE PROT
5 FRONT ELEVATION - ISOMETRIC ELECTRICAL
THESE DRAWINGS ARE FOR REFERENCE ONLY AND ARE NO WAY TO BE
CONSTRUED AS COLOR SELECTIONS. COLORS ARE TO BE CHOSEN
DURING THE SUBMITTAL PROCESS REGARDING ACTUAL SUBMITTED
MANUFACTURERS WITH OWNER.
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
3D-VIEWS
A945
MF
BPM
DGT
2170117-E
CONFORMED
1 FRONT ELEVATION - PERSPECTIVE
THESE DRAWINGS ARE FOR REFERENCE ONLY AND ARE NO WAY TO BE
CONSTRUED AS COLOR SELECTIONS. COLORS ARE TO BE CHOSEN
DURING THE SUBMITTAL PROCESS REGARDING ACTUAL SUBMITTED
MANUFACTURERS WITH OWNER.
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
OCTOBER 16, 2019
3D-VIEWS
A946
MF
BPM
DGT
2170117-E
CONFORMED
1 REAR ELEVATION - PERSPECTIVE
3 REAR ELEVATION - ISOMETRIC
THESE DRAWINGS ARE FOR REFERENCE ONLY AND ARE NO WAY TO BE
CONSTRUED AS COLOR SELECTIONS. COLORS ARE TO BE CHOSEN
DURING THE SUBMITTAL PROCESS REGARDING ACTUAL SUBMITTED
MANUFACTURERS WITH OWNER.
PFFS-7
FS-8
MB-11
MB-37a
MB-37a
MB-3
MB-2
MB-6
MB-33
MB-43
MB-7
MB-37b
MB-36
FS-6B
MB-28MB-28
MB-28
MB-1
MB-39
FS-7MB-38MB-27
MB-10
MB-10MB-10
FS-5
FS-4
FS-3
FS-1
FS-2MB-35aMB-35a MB-35b MB-35a
MB-27
MB-27
MB-27MB-27MB-27
MB-27
MB-27
MB-26
VW-1MB-34
VW-4
VW-2
VW-7
VW-5VW-6VW-6
PB-11
PB-23
VW-3 PB-22PB-3PB-1
PB-2 PB-2
8' - 0"20' - 0"5' - 9"5' - 0"5' - 0"7' - 6 5/8"VEHICLE PROFILE
MECHANICS
OFFICE
140
DPW VEHICLE
MAINTENANCE
141
WASH BAY
144
FLUIDS ROOM
138
TOILET
139
VEHICLE AND EQUIPMENT STORAGE
136
MB-29A
MB-29B
MB-42
MB-42
1
1
2
2
3
3
4
4
5
5
8
8
6
6
8.2
8.2
I.1 I.1
J J
K K
L L
I I
6.5
6.5
J.5J.5
6' - 0"2' - 0"VW-10
FS-6A MB-41VW-8
8' - 10"
VW-5A
VW-1A
VW-10
MB-26
MB-8
MB-8 MB-8
MB-13MB-5
PB-12
PB-6
PB-7PB-8PB-9
PB-10
PB-14PB-13PB-4
PB-15
PB-17PB-18
PB-19
PB-21
PB-20PB-22MB-30
MB-20
MB-18
MB-19
MB-17
MB-22
MB-31
3' - 0"3' - 0"3' - 0"MB-21
MB-24
MB-23
MB-25
MB-40 MB-9
MB-44
FS-9
FS-9
FS-9
MB-27MB-27
VW-12 PB-53' - 0"
VW-13
VW-9
VW-9A MB-45
VW-9B
PREFABRICATED TRENCHES
FOR UNDERCARRIAGE WASH BY
PLUMBING FSB. (SEE NOTE 7)
LOOP DETECTOR SHALL BE FURNISHED AND INSTALLED
BY THE VEHICLE WASH CONTRACTOR. LOOP
DETECTOR SHALL BE CONNECTED TO THE AUTOMATIC
UNDERCARRIAGE WASH SYSTEM TO ARM THE
PHOTOEYES.
VENT PIPING FOR TIGHT TANK AND OILWATER SEPARATOR
LOCATED AGAINST WALL IN THIS AREA
RADIANT FLOOR HEATING EQUIPMENT LOCATED IN THIS AREA
MB-30a
VEHICLE EXHAUST REEL
BY HVAC FSB CONTRACTOR
VEHICLE EXHAUST REEL
BY HVAC FSB CONTRACTOR
VEHICLE EXHAUST REEL
BY HVAC FSB CONTRACTOR
EXISTING LIFT TO BE RELOCATED
BY CONTRACTOR (ERC). SEE SPEC
SECTION 14 45 00 -VEHICLE LIFTS
EXISTING LIFT TO BE RELOCATED
BY CONTRACTOR (ERC). SEE SPEC
SECTION 14 45 00 -VEHICLE LIFTS
VW-8
VW-8VW-8
CENTER SUMP AND TRENCH
DRAIN. SEE STUCTURAL PLANS
FOR DETAILS
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
SEPTEMBER, 13 2019
EQUIPMENT
LAYOUT PLAN
MAINTENANCE
EQ1.01
TJC
TJC
JRF
2170117-E
BIDDING
LINE TYPES
MEZZANINE LIMITS
NIC/ERO EQUIPMENT
1/8" = 1'-0"
EQUIPMENT LAYOUT PLAN MAINTENANCE
ABBREVIATIONS:
N NEW EQUIPMENT TO BE SUPPLIED AND INSTALLED BY THE CONTRACTOR.
ERC EXISTING EQUIPMENT TO BE RELOCATED AND INSTALLED BY THE CONTRACTOR.
UTILITIES FOR ERC EQUIPMENT TO BE PROVIDED BY THE FILED SUB-BID CONTRACTORS
ERO EXISTING EQUIPMENT TO BE RELOCATED AND INSTALLED BY THE OWNER.
UTILITIES FOR ERO EQUIPMENT TO BE PROVIDED BY THE FILED SUB-BID CONTRACTORS.
NIC NEW EQUIPMENT PROVIDED AND INSTALLED BY THE OWNER (NOT IN CONTRACT),
HOWEVER UTILITIES FOR THIS EQUIPMENT SHALL BE PROVIDED BY THE FILED SUB-BID
CONTRACTORS.
FSB FILED SUB-BID SUBCONTRACTOR
N/A NOT APPLICABLE
GENERAL NOTES:
1. EQUIPMENT LAYOUTS ARE SCHEMATIC. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING EXACT LOCATIONS WITH OWNER'S MECHANICS AND
MANUFACTURER REQUIREMENTS. COORDINATE ALL UTILITY REQUIREMENTS WITH SUB-CONTRACTORS. FINAL EQUIPMENT LOCATIONS SHALL BE CONFIRMED BY THE
OWNER'S MECHANICS PRIOR TO RUNNING UTILITIES AND INSTALLATION EQUIPMENT.
2. GENERAL CONTRACTOR SHALL COORDINATE UTILITY REQUIREMENTS OF EXISTING EQUIPMENT PRIOR TO INSTALLATION OF SERVICES.
3. PRIOR TO RUNNING UTILITIES, GENERAL CONTRACTOR SHALL MARK OUT ALL EQUIPMENT LOCATIONS ON THE FLOOR USING TAPE OR ANOTHER ACCEPTABLE MEANS, AND
SHALL REVIEW/REVISE FINAL EQUIPMENT LOCATIONS AS DIRECTED BY THE OWNER, OWNER'S MECHANICS AND THE ENGINEER.
4. PB-11, PB-23, MB-40, MB-9 AND MB-30 SHALL ALL BE CENTERED IN THE MAINTENANCE BAYS AS DEFINED BY THE OVERHEAD DOOR OPENING. CONFIRM INSTALLATION
LAYOUT DIMENSIONS WITH THE MANUFACTURER. ALSO SEE OWNER'S MANUALS.
5. ELECTRICAL, MECHANICAL, AND PLUMBING FSBs SHALL PROVIDE AND CONNECT UTILITIES TO ALL EQUIPMENT AS SHOWN ON THE ELECTRICAL, MECHANICAL AND
PLUMBING DRAWINGS AND SPECIFICATIONS, AND IN ACCORDANCE WITH THE MANUFACTURERS REQUIREMENTS IN ORDER TO PROVIDED A COMPLETE AND OPERABLE
SYSTEM.
6. THE ELECTRICAL CONTRACTOR SHALL HAVE A MASSACHUSETTS LICENSED ELECTRICIAN CONFIRM THE VOLTS, PHASE, AMPS, AND NEMA PLUG CONFIGURATION FOR
EACH PIECE OF EQUIPMENT (INCLUDING EXISTING EQUIPMENT TO BE RELOCATED) IN ADVANCE OF ORDERING MATERIALS AND INSTALLATION.
7. THE TRENCH DRAINS SHALL BE INSTALLED BY THE PLUMBING FSB HOWEVER THE H20 WHEEL LOAD RATED STEEL COVERS FOR TRENCHES SHALL BE FURNISHED BY
VEHICLE WASH CONTRACTOR. COVERS FOR TRENCH SHALL BE STAINLESS STEEL AND SHALL COVER THE ENTIRE LENGTH OF TRENCHES, INSIDE AND OUTSIDE OF THE
GUIDE RAILS.
8. UNDERCARRIAGE SPRAY BAR MANIFOLD LOCATED IN UNDERCARRIAGE TRENCHES SHALL BY FURNISHED AND INSTALLED BY THE GENERAL CONTRACTORS VEHICLE WASH
SUBCONTRACTOR, SEE SECTION 11 11 26.
HATCHES
CEILING
MOUNTED
WALL
MOUNTED
Industrial Equipment Schedule
EQ Number Description Count
Equipment
Type Spec Number Notes
FS-1 120 gal Fluid Storage Tank (15W-40) 1 N 11 11 29
FS-2 120 gal Fluid Storage Tank (5W-20)1 N 11 11 29
FS-3 120 gal Fluid Storage Tank (Hydraulic Oil) 1 N 11 11 29
FS-4 60 gal Fluid Storage Tank (Waste Antifreeze) 1 N 11 11 29
FS-5 1000 gal Fluid Storage Tank (Waste Oil) 1 N 11 11 29
FS-6A Lube Reel Bank 1 N 11 11 29
FS-6B Lube Reel Bank 1 N 11 11 29
FS-7 Waste Oil Caddy 2 N 11 11 29
FS-8 Waste Antifreeze Caddy 1 N 11 11 29
FS-9 Fluid Pumps 3 N 11 11 29
MB-1 Tire Changer 1 ERO N/A
MB-2 Welder 1 ERO N/A
MB-3 Plasma Cutter 1 ERO N/A
MB-4 Hose Crimper 1 ERO N/A On Mezzanine
MB-5 Small Drawer 1 ERO N/A
MB-6 Maintanence Torch Cart 1 ERO N/A
MB-7 Bottle Jack 1 ERO N/A
MB-8 Parts Storage 3 ERO N/A
MB-9 18K 2 Post Lift 1 ERC 14 45 00
MB-10 Flammable Storage 45 Gal 3 ERO N/A
MB-11 Shop Press 1 ERO N/A
MB-12 Chop Saw 1 ERO N/A On Mezzanine
MB-13 Small Bin 1 ERO N/A
MB-14 Hose Parts Bin 1 ERO N/A On Mezzanine
MB-15 Hose Storage 1 ERO N/A On Mezzanine
MB-16 Hose Parts Drawers 1 ERO N/A On Mezzanine
MB-17 Floor Jack 1 ERO N/A
MB-18 MB Battery Charger 1 ERO N/A
MB-19 Old Welder 1 ERO N/A
MB-20 Small Parts Washer 1 ERO N/A
MB-21 Maintenance Tool Box 1 ERO N/A
MB-22 Drill Press 1 ERO N/A
MB-23 Portable Grease Caddie 1 ERO N/A
MB-24 Power Washer 1 ERO N/A
MB-25 10 Ton Bottle Jack 2 ERO N/A
MB-26 Parts Shelving (4ft)2 NIC N/A
MB-27 Parts Shelving (6ft)10 NIC N/A
MB-28 Cantilever Rack (Level)3 N 12 40 00 BID ALT NO. 1
MB-29A Waste Oil Pumpout 1 N 11 11 29
MB-29B Waste Antifreeze Pumpout 1 N 11 11 29
MB-30 70,000lbs Inground Lift 1 N 14 45 00
MB-30a Inground Lift Control (Wall Mounted) 1 N 14 45 00
MB-31 Refrigerant Recovery Machine 1 N 12 40 00 BID ALT NO. 1
MB-32 Tire Rack 3 N 12 40 00 BID ALT NO. 1 On
Mezzanine
MB-33 Welding Screen 2 N 12 40 00 BID ALT NO. 1
MB-34 Oil Bar 1 N 11 11 29 Vehicle Storage Garage
MB-35a Steel Work Bench (72inx36in)4 N 12 40 00 BID ALT NO. 1 One Located
on Mezzanine
MB-35b Steel Work Bench w/ Electric Shelf (72inx36in) 1 N 12 40 00 BID ALT NO. 1 One (1) with
Electric Shelf
MB-36 Weld Table 1 N 12 40 00 BID ALT NO. 1
MB-37a Bench Vise 2 N 12 40 00 BID ALT NO. 1
MB-37b Big Weld Vise 1 N 12 40 00 BID ALT NO. 1
MB-38 Band Saw 1 N 12 40 00 BID ALT NO. 1
MB-39 Bench Grinder on Pedestal 1 N 12 40 00 BID ALT NO. 1
MB-40 18K 2 Post Lift 1 N 14 45 00
MB-41 5 Ton Bridge Crane 1 N 14 22 13
MB-42 High Level Alarm 2 N 11 11 29
MB-43 Bottle Jack 1 N 12 40 00 BID ALT NO. 1
MB-44 Fluid Storage Sump Alarm 1 N 11 11 29
MB-45 Tight Tank High Level Alarm 1 N 13 21 70
PB-1 Police Torch Cart 1 ERO N/A
PB-2 Floor Jack 2 ERO N/A
PB-3 Brake/Rotor Machine 1 ERO N/A
PB-4 Tire Changer 1 ERO N/A
PB-5 Tire Balancer 1 ERO N/A
PB-6 Bench Grinder 1 ERO N/A
PB-7 Bench Vise 1 ERO N/A
PB-8 Bench Tool Box 1 ERO N/A
PB-9 Metal Parts Drawers 1 ERO N/A
PB-10 Battery Charger 1 ERO N/A
PB-11 10K 2 Post Lift 1 ERC 14 45 00
PB-12 Gun Cabinet 1 ERO N/A Wall Mounted
PB-13 Tool Box 1 ERO N/A
PB-14 OEM Cart 1 ERO N/A
PB-15 Parts Drawers 1 ERO N/A
PB-16 Not Used 1 N/A N/A
PB-17 Police Tire Rack 1 ERO N/A
PB-18 12 Ton Shop Press 1 ERO N/A
PB-19 Portable Grease Caddie 1 ERO N/A
PB-20 Shop Vacuum 1 ERO N/A
PB-21 Police Drill Press 1 ERO N/A
PB-22 Steel Work Bench w/ Casters (72inx36in) 2 N 12 40 00 BID ALT NO. 1
PB-23 16K 2 Post Lift 1 N 14 45 00 BID ALT NO. 1
VW-1 Pressure Washer 1 N 11 11 26
VW-1A Manual Wash Pump Control Panel 1 N 11 11 26
VW-2 Vehicle Wash - Hot Water Heater 1 N 11 11 26
VW-3 Vehicle wash Boom 1 N 11 11 26
VW-4 Vehicle Wash Mobile Platform 1 N 11 11 26
VW-5 Automatic Undercarriage Pump Skid 1 N 11 11 26
VW-5A Under Carriage Wash Control Panel 1 N 11 11 26
VW-6 Automatic Undercarriage Photo Eye 2 N 11 11 26
VW-7 Vehicle Wash Pressure Washer Controls 1 N 11 11 26
VW-8 Rocker Panel/ Wheel Washer 1 N 11 11 26
VW-9 Water Reclaim System 1 N 11 11 26 BID ALT NO. 1
VW-9A Water Reclaim (Controls/Enzyme)1 N 11 11 26 BID ALT NO. 1
VW-9B Water Reclaim (Ozone Generator)1 N 11 11 26 BID ALT NO. 1
VW-10 Undercarriage Wash Manafold Pre-Fab Trench Drains 2 N Div 22
VW-11 Vehicle Wash Guide Rails 1 N 11 11 26
VW-12 Vehicle Wash Pre-Treatment Tank (1500gal) 1 N 11 11 26
VW-13 Loop Detector 1 N 11 11 26
LEGEND
BID ALT NO. 1
8
8
8.2
8.2
I.1 I.1
J J
K K
I I
6.5
6.5
J.5J.5
DPW VEHICLE
MAINTENANCE
MEZZANINE 3
147
MB-41 MB-32MB-32 MB-32
MB-12
TIRE LAY
DOWN AREA
MB-14 MB-4MB-15
MB-16
TIRE STORAGE RACKS SHALL BE FURNISHED WITH A LAMINATED SIGN
STATING " DO NOT STORE TIRES ON TOP SHELF, TIRES SHALL NOT BE
STORED ABOVE 5 FEET PER SPECIFICATION SECTION 12 40 00 EQUIPMENT
FURNISHINGS AND ACCESSORIES.
MB-35a
CS-13 CS-8
CS-10
CS-8
CS-14
GS-7
CS-1
CS-12b
CS-5 CS-7
CS-12b
CS-6
CS-15
CS-2 CS-4CS-3
CS-11
CS-9SS-3
SS-1
SS-2
GS-1 GS-2GS-3
GS-4c
GS-4d
GS-4bGS-4a
SE-7
SE-2SE-6
SE-9
SE-3
GS-5
MS-5
MS-3
MS-2
GS-8b GS-8b GS-8b
CS-12b
MS-4 SE-5
SMALL ENGINE
REPAIR SHOP
120
MOWER REPAIR
SHOP
121
SHARED
GENERAL
WORKSHOP
122
FACILITIES
CARPENTRY
SHOP
123
SIGN SHOP
124
9
9
10
10
A.1
A.1
B.2 B.2
8.5
8.5
9.8
9.8
10.3
10.3
B.8 B.8
D D
C C
B B
8.9
8.9
GS-6
MS-4
SE-5 SE-5
GS-7
SS-4
SS-5
SS-6
SS-9
MS-1 SE-4aSE-4b
SE-1
SE-8
16' OPEN SPACE FOR
WALL MOUNTED
STORAGE SUPPLIED BY
OWNERSS-8SS-10SS-7
SE-10 16' - 0"MS-6
GS-9 CS-16SS-11
CS-17
GS-8aGS-8aCS-12aSCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
SEPTEMBER, 13 2019
MEZZANINE/SHOPS
EQUIPMENT
LAYOUT PLAN
EQ1.02
TJC
TJC
JRF
2170117-E
BIDDING
1/8" = 1'-0"
MEZZANINE EQUIPMENT LAYOUT
Mezzanine Equipment Schedule
EQ Number Description Count
Equipment
Type Spec Number Notes
MB-4 Hose Crimper 1 ERO N/A On Mezzanine
MB-12 Chop Saw 1 ERO N/A On Mezzanine
MB-14 Hose Parts Bin 1 ERO N/A On Mezzanine
MB-15 Hose Storage 1 ERO N/A On Mezzanine
MB-16 Hose Parts Drawers 1 ERO N/A On Mezzanine
MB-32 Tire Rack 3 N 12 40 00 BID ALT NO. 1 On
Mezzanine
MB-35a Steel Work Bench (72inx36in) 1 N 12 40 00 BID ALT NO. 1 One
Located on Mezzanine
1/8" = 1'-0"
EQUIPMENT LAYOUT PLAN SHOPS
NIC/ERO EQUIPMENT
N/ ERC EQUIPMENT
LEGEND
ABBREVIATIONS:
N NEW EQUIPMENT TO BE SUPPLIED AND INSTALLED BY THE CONTRACTOR.
ERC EXISTING EQUIPMENT TO BE RELOCATED AND INSTALLED BY THE CONTRACTOR.
UTILITIES FOR ERC EQUIPMENT TO BE PROVIDED BY THE FILED SUB-BID CONTRACTORS
ERO EXISTING EQUIPMENT TO BE RELOCATED AND INSTALLED BY THE OWNER.
UTILITIES FOR ERO EQUIPMENT TO BE PROVIDED BY THE FILED SUB-BID CONTRACTORS.
NIC NEW EQUIPMENT PROVIDED AND INSTALLED BY THE OWNER (NOT IN CONTRACT),
HOWEVER UTILITIES FOR THIS EQUIPMENT SHALL BE PROVIDED BY THE FILED SUB-BID
CONTRACTORS.
FSB FILED SUB-BID SUBCONTRACTOR
N/A NOT APPLICABLE
HATCHES
CEILING
MOUNTED
WALL
MOUNTEDDUST COLLECTOR DROP
(SEE DETAIL ON EQ201)
GENERAL NOTES:
1. EQUIPMENT LAYOUTS ARE SCHEMATIC. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING EXACT LOCATIONS WITH OWNER'S MECHANICS AND
MANUFACTURER REQUIREMENTS. COORDINATE ALL UTILITY REQUIREMENTS WITH SUB-CONTRACTORS. FINAL EQUIPMENT LOCATIONS SHALL BE CONFIRMED BY THE
OWNER'S MECHANICS PRIOR TO RUNNING UTILITIES AND INSTALLATION EQUIPMENT.
2. GENERAL CONTRACTOR SHALL COORDINATE UTILITY REQUIREMENTS OF EXISTING EQUIPMENT PRIOR TO INSTALLATION OF SERVICES.
3. PRIOR TO RUNNING UTILITIES, GENERAL CONTRACTOR SHALL MARK OUT ALL EQUIPMENT LOCATIONS ON THE FLOOR USING TAPE OR ANOTHER ACCEPTABLE MEANS, AND
SHALL REVIEW/REVISE FINAL EQUIPMENT LOCATIONS AS DIRECTED BY THE OWNER, OWNER'S MECHANICS AND THE ENGINEER.
4. ELECTRICAL, MECHANICAL, AND PLUMBING FSBs SHALL PROVIDE AND CONNECT UTILITIES TO ALL EQUIPMENT AS SHOWN ON THE ELECTRICAL, MECHANICAL AND
PLUMBING DRAWINGS AND SPECIFICATIONS, AND IN ACCORDANCE WITH THE MANUFACTURERS REQUIREMENTS IN ORDER TO PROVIDED A COMPLETE AND OPERABLE
SYSTEM.
5. THE ELECTRICAL CONTRACTOR SHALL HAVE A MASSACHUSETTS LICENSED ELECTRICIAN CONFIRM THE VOLTS, PHASE, AMPS, AND NEMA PLUG CONFIGURATION FOR
EACH PIECE OF EQUIPMENT (INCLUDING EXISTING EQUIPMENT TO BE RELOCATED) IN ADVANCE OF ORDERING MATERIALS AND INSTALLATION.
SHOP EQUIPMENT SCHEDULE
EQ Number Description Count
Equipment
Type Spec Number Notes
MS-2 Parts Shelving (6ft)1 N 12 40 00 BID ALT NO. 1
MS-3 Pallet Rack 1 N 12 40 00 BID ALT NO. 1
MS-4 Steel Work Bench w/ Casters & Elec Shelf (72inx36in) 2 N 12 40 00 BID ALT NO. 1
MS-5 Bench Vise 1 N 12 40 00 BID ALT NO. 1
MS-6 Cantilever Rack (Level)1 N 12 40 00 BID ALT NO. 1
SE-1 Bench Belt/Disk Sander 1 ERO N/A
SE-2 Flammable Storage 45 Gal 1 ERO N/A
SE-3 Chainsaw Sharpener 1 ERO N/A
SE-4a Large Tool Box 1 ERO N/A
SE-4b Small Tool Box 1 ERO N/A
SE-5 Steel Work Bench w/ Casters & Elec Shelf (72inx36in) 3 N 12 40 00 BID ALT NO. 1
SE-6 Pallet Rack 1 N 12 40 00 BID ALT NO. 1
SE-7 Mower Lift 1 N 12 40 00
SE-8 Cantilever Rack Level Arm 1 N 12 40 00 BID ALT NO. 1
SE-9 Small Parts Washer 1 N 12 40 00 BID ALT NO. 1
SE-10 Bench Vise 1 N 12 40 00 BID ALT NO. 1
SS-1 Sign Plotter 1 ERO N/A
SS-2 Computer 1 ERO N/A No Data Connection
SS-3 Sign Press 1 ERO N/A
SS-4 Record Cabinet 1 ERO N/A
SS-5 Sign Parts Bins 1 ERO N/A
SS-6 Sign Storage Rack 1 ERO N/A
SS-7 Computer Desk 1 N 12 40 00 BID ALT NO. 1
SS-8 Parts Shelving (6ft)1 N 12 40 00 BID ALT NO. 1
SS-9 Workbench 1 N 12 40 00 BID ALT NO. 1
SS-10 Wood Top Work Bench With Cabinet & Elec Shelf (72inx36in) 1 N 12 40 00 BID ALT NO. 1
SS-11 Existing Sign Shop Computer 1 ERO N/A
SHOP EQUIPMENT SCHEDULE
EQ Number Description Count
Equipment
Type Spec Number Notes
CS-1 Bench Drill Press 1 ERO N/A
CS-2 Belt/Disk Sander 1 ERO N/A
CS-3 Standing Band Saw 1 ERO N/A
CS-4 Flammable Storage CS 1 ERO N/A
CS-5 Bench Grinder 1 ERO N/A
CS-6 Bench Planer 1 ERO N/A
CS-7 Bench Vise 1 N 12 40 00 BID ALT NO. 1
CS-8 Miter Saw Feed and Storage 2 NIC N/A
CS-9 Table Saw 1 N 12 40 00 BID ALT NO. 1
CS-10 Miter Saw 1 N 12 40 00 BID ALT NO. 1
CS-11 Outfeed Table 1 N 12 40 00 BID ALT NO. 1
CS-12a Wood Top Work Bench With Cabinet & Casters (72inx36in) 1 N 12 40 00 BID ALT NO. 1
CS-12b Wood Top Work Bench With Cabinet & Elec Shelf (72inx36in) 3 N 12 40 00 BID ALT NO. 1
CS-13 Dust Collector 1 N 23 25 13 BID ALT NO. 1
CS-14 Plywood Storage 1 NIC N/A
CS-15 Parts Shelving (6ft)1 N 12 40 00 BID ALT NO. 1
CS-16 Small Bin Cabinet 1 N 12 40 00 BID ALT NO. 1
CS-17 Portable Dust Collector 1 N 23 25 13
GS-1 Blade Sharpener 1 ERO N/A
GS-2 Chainsaw Sharpener 1 ERO N/A
GS-3 Bench Vise 1 ERO N/A
GS-4a Tall Flammable Cabinet 1 ERO N/A
GS-4b Fuel Storage 1 ERO N/A
GS-4c Pesticide Storage 1 ERO N/A
GS-4d Paint Storage 1 ERO N/A
GS-5 Bench Grinder 1 ERO N/A
GS-6 2 Ton Bridge Crane 1 N 14 22 13
GS-7 Cantilever Rack (Level)2 N 12 40 00 BID ALT NO. 1
GS-8a Steel Work Bench w/ Casters (72inx36in) 2 N 12 40 00 BID ALT NO. 1
GS-8b Steel Work Bench w/ Casters & Elec Shelf (72inx36in) 3 N 12 40 00 BID ALT NO. 1
GS-9 Small Bin Cabinet 1 N 12 40 00 BID ALT NO. 1
MS-1 Mower Lift 1 N 12 40 00
NOTE(S):
1. NOT ALL COMPONENTS OF PUMPING SYSTEM ARE SHOWN. CONTRACTOR SHALL PROVIDE ALL
EQUIPMENT/COMPONENTS NECESSARY FOR A COMPLETE AND OPERABLE SYSTEM, PER
MANUFACTURER'S REQUIREMENTS.
2. COORDINATE TANK OPENINGS TO PROVIDE LAYOUT SHOWN
3. TANKS VENT TO OUTSIDE AS SHOWN ON PLUMBING DRAWINGS
4. WASTE OIL TANK SHALL BE PROVIDED WITH PUMP-OUT CAM-LOCK CONNECTIONS IN ACCORDANCE
WITH SPECIFICATIONS
5. MOTORIZED BALL VALVE SUPPLIED BY LUBE SYSTEM CONTRACTOR AND INSTALLED BY PLUMBING FSB.
POWER PROVIDED BY ELECTRICAL FSB.
6. HEAT ACTUATE SHUTOFF SUPPLIED BY LUBE SYSTEM CONTRACTOR, INSTALLED BY PLUMBING FSB.
7. TIME CLOCK PROVIDED BY LUBE SYSTEM CONTRACTOR, INSTALLED BY ELECTRICAL FSB.
8. ALL WORK SHOWN SHALL BE BY THE GENERAL CONTRACTOR'S LUBE SYSTEM SUB CONTRACTOR
UNLESS NOTED OTHERWISE.
WALL MOUNTED
TANK PUMP (TYP.)
COMPRESSED AIR TO
FILTER/REGULATOR
(BY PLUMBING FSB)
AIR GAUGE, REGULATOR,
LUBRICATOR, ANTI-RUN-ON VALVE
AND SHUT OFF VALVE ETC. (TYP.)
TO OVERHEAD
REEL
TO OVERHEAD
REEL
COMPRESSED AIR
SUPPLY
FILL VENT FILL VENT
HYD. OIL
120 GALLON
15W-40 BULK
120 GALLON
FILL VENT
5W-20 BULK
120 GALLON
FUSIBLE HEAT ACTUATED
SHUTOFF VALVE
(SEE NOTE 6)
MOTORIZED BALL VALVE
(SEE NOTE 5)
TIME CLOCK
(SEE NOTE 7)
POWER
(BY ELECTRICAL FSB)4- FEETMETAL BUILDING MANUFACTURER SHALL
PROVIDE SUPPLEMENTAL FRAMING AS
REQUIRED TO MEET CLEARANCE
REQUIREMENTS INDICATED ON THE
STRUCTURAL AND ARCHITECTURAL DRAWINGS
ROOF STRUCTURAL SYSTEM
(SEE FRAME TYPE ON
STRUCTURAL DRAWINGS)
STRUCTURAL RUNWAY BEAM BY EQUIPMENT
MANUFACTURER (TYP). EQUIPMENT MANUFACTURER
TO SUPPLY AND INSTALL ALL SUPPORT BRACKETS.
BRACKETS SHALL BE FABRICATED TO ADJUST FOR
CEILING SLOPE (SEE STRUCTURAL DRAWINGS)
SINGLE GIRDER CRANE BY EQUIPMENT MANUFACTURER
HOIST BY EQUIPMENT MANUFACTURER
-MB-41 HIGH HOOK HEIGHT MIN 20-0" A.F.F.
-GS-6 HIGH HOOK HEIGHT MIN 15'-10" A.F.F.
NOTES:
1. METAL BUILDING MANUFACTURER SHALL PROVIDE STEEL SUPPORT/SHIMS FOR BRIDGE CRANE EQUIPMENT TO
ACCOMMODATE THE SLOPE OF THE STRUCTURAL STEEL IN ORDER TO PROVIDE A LEVEL BRIDGE CRANE
SYSTEM AS REQUIRED FOR A COMPLETE AND OPERABLE SYSTEM.
2. HOOK SHALL NOT EXTEND MORE THAN 1.5 FT DOWN FROM CRANE GIRDER WHEN IN FULL UP POSITION.
3. SEE STRUCTURAL AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL DETAILS.
4. COORDINATE BRIDGE CRANE HEIGHT WITH OTHER UTILITIES AS REQUIRED.3'-6" MAX.1.5' MAX. (SEE NOTES)ELECTRIC
TRIPLE TAP
OUTLET
15W-40
OIL
5W-20
OIL
HYD.
OIL
REEL SUPPORT FRAMING
(SEE STRUCTURAL DRAWINGS)
SHUT-OFF VALVE (TYP.)
BALL STOP TYP.
METER TYP.
FLOORUNLESS OTHERWISE SHOWN13'-0" TO BOTTOM OF REELS (TYP.)COMP
AIR 1/2"
LED LAMP
WITH
OUTLET
5W-20
OIL
REEL SUPPORT FRAMING
(SEE STRUCTURAL DRAWINGS)UNLESS OTHERWISE SHOWN13'-0" TO BOTTOM OF REELS (TYP.)COMP
AIR 1/2"
FS-6AFS-6B
NOTE: CONTRACTOR SHALL PROVIDE SUPPLEMENTAL FRAMING/SUPPORTSAS NEEDED TO CONNECT TO REEL SUPPORT FRAMING
BALL STOP TYP.
METER TYP.
FLOOR
SHUT-OFF VALVE (TYP.)
B
L
STRUCTURAL COLUMN
NOTES:
1. WALL BOOM EXTENSION SHALL BE MOUNTED IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS.
2. WALL BOOM SHALL BE SIZED SUCH THAT ALL SIDES OF THE VEHICLE
CAN BE EASILY WASHED. "B" AND "L" LENGTHS SHALL BE CHOSEN BY
CONTRACTOR AND OWNER IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS.
3. BOOM HEIGHT SHALL BE APPROVED BY OWNER PRIOR TO
INSTALLATION.
30' - 0"9' - 0"TRUCK ENVELOPE TYPICAL
NOTE(S):
1. NOT ALL COMPONENTS OF PUMPING SYSTEM ARE SHOWN. CONTRACTOR SHALL PROVIDE ALL
EQUIPMENT/COMPONENTS NECESSARY FOR A COMPLETE AND OPERABLE SYSTEM, PER
MANUFACTURER'S REQUIREMENTS.
2. HIGH LEVEL ALARM SHALL ACTIVATE THE MOTORIZED BALL VALVE TO SHUT OFF AIR SUPPLY TO
PUMPOUT STATION WHEN THE WASTE OIL TANK REACHES 90% CAPACITY.
3. EMPTY 1" CONDUITS WITH PULL STRING SHALL BE INSTALLED BY THE ELECTRICAL FSB. LUBE
SYSTEM CONTRACTOR SHALL PULL DATA WIRES.
4. MOTORIZED BALL VALVE SHALL BE SUPPLIED BY THE LUBE SYSTEM CONTRACTOR AND SHALL BE
INSTALLED BY THE PLUMBING FSB. POWER SHALL BE PROVIDED BY THE ELECTRICAL FSB.
5. LUBE SYSTEM CONTRACTOR SHALL COORDINATE WASTE OIL TANK PENETRATIONS WITH HVAC
FSB CONTRACTOR TO ENSURE WASTE OIL TANK HAS THE CORRECT QUANTITY AND SIZE OF
PENETRATIONS FOR THE WASTE OIL BURNER SYSTEM.
6. THIS GENERIC DETAIL COVERS BOTH THE WASTE OIL AND WASTE ANTI-FREEZE PUMPING AND
STORAGE SYSTEMS. CONTRACTOR SHALL PROVIDE TWO SEPARATE PUMPING AND STORAGE
SYSTEMS, ONE FOR EACH WASTE FLUID.
HIGH LEVEL ALARM
(BY LUBE SYSTEM CONTRACTOR)
JUNCTION BOX
(BY ELECTRICAL FSB)
MOTORIZED
BALL VALVE
(SEE NOTE 4)WASTE OIL/ANTIFREEZE PUMPOUT STATION
(BY LUBE SYSTEM CONTRACTOR)
TANK FLOAT
(BY LUBE SYSTEM CONTRACTOR)
WASTE OIL/ ANTIFREEZE TANK
WASTE OIL LINE
(BY LUBE SYSTEM
CONTRACTOR)
COMPRESSED AIR LINE (TYP.)
(BY PLUMBING FSB)
DATA LINE (TYP.)
(SEE NOTE 3)
POWER LINE (TYP.)
(BY ELECTRICAL FSB)
FUEL OIL SUCTION LINE TO WASTE
OIL BURNER (FOR WASTE OIL
TANK ONLY) (SEE NOTE 5)
FUEL OIL RETURN LINE
(FOR WASTE OIL TANK
ONLY) (SEE NOTE 5)_33.39"__19.69"_
_14.36"_
_3.94"_
NOTES:
1. THE FOLLOWING FLUIDS SHALL BE SUPPLIED TO THE OIL BAR (MB-34):
1)HYDRAULIC OIL
2)15W-40
3)5W-20_5.12"_PIPING SHALL BE TIGHT TO UNDERSIDE OF ROOF. PIPING
SHALL BEND UNDER STRUCTURAL BEAM AND THEN BEND
BACK UP TO UNDERSIDE OF ROOF
TYPICAL LUBE PIPE ROUTING. PIPING SHALL BE
RUN TIGHT TO UNDERSIDE OF STRUCTURE AND
TO BUILDING WALLS. ROUTE PIPING IN
ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS. SEE SPECIFICATION 11 11 29
FS-1: 120 GAL.
(15W-40)
FS-2: 120 GAL.
(5W-20)
FS-3: 120 GAL.
(HYD. OIL)
FS-4: 60 GAL.
(WASTE ANTIFREEZE)
FS-5: 1,000 GAL.
(WASTE OIL)
MB-29 A: WASTE OIL PUMPOUT
MB-29 B: WASTE ANTI-FREEZE
PUMP OUT
3
3
4
4
5
5
8
8
6
6
8.2
8.2
I.1 I.1
J J
K K
L L
I I
6.5
6.5
J.5J.5
MB-6A LUBE REEL BANK
-15W-40 REEL
-5W-20 REEL
-HYDRAULIC FLUID REEL
-COMPRESSED AIR REEL (1/2" DIA)
-ELEC REEL W/ TRIPLE TAP OUTLET
MB-6B LUBE REEL BANK
-5W-20 REEL
-COMPRESSED AIR REEL (1/2" DIA)
-ELEC REEL W/ LAMP AND TOOL TAP OUTLET
MB-34 OIL BAR
-15W-40
-5W-20
-HYDRAULIC FLUID
WALL MOUNTED
LUBE PUMP, FS-9
(TYP. 1 OF 3)
MEZZANINE
LIMITS
OUTLET: 6" OVERFLOW TO O/W SEPARATOR
BY FSB PC. CONNECT TO DISCHARGE PIPE,
SEE PLUMBING DRAWINGS
12" OF COMPACTED
GRAVEL BORROW
DESIGN NOTES:
1. CONCRETE 5,000 PSI @ 28 DAYS
2. HS-20-44 LOADING WITH 12" TO 60" OF COVER
3. REINFORCING ASTM A615 GRADE 60
4. CONST. JOINT TO HAVE MIN. 1" BUTYL SEALANT
5. TANK SHALL BE COATED ON THE INTERIOR AND EXTERIOR, SEE SECTION 11 11 26 FOR DETAILS.
GENERAL NOTE: TANK SHALL BE SUPPLIED AND INSTALLED BY THE G.C.
INLET: 6" DRAIN LINE FROM WASH
BAY SUMP (BY FSB PC)
4" TANK VENT (BY PLUMBING FSB)
1,500 GALLON H-20 TRAFFIC RATED TANK
(WATERTIGHT) BY GENERAL CONTRACTOR. SEE
SPEC SECTION 11 11 26 VEHICLE WASH EQUIPMENT
FOR EXTERIOR AND INTERIOR SEALER
REQUIREMENTS
HS-20 WATERTIGHT COVER PROVIDED
AND INSTALLED BY THE GENERAL
CONTRACTOR (TYP.). EXTEND TO SLAB
FINISH FLOOR AS NEEDED. 6' - 0"5' - 0"10' - 0"
11' - 0"
4' - 9"4' - 9"
6"BAFFEL12" OPENINGIN TANK1' - 0"8"5' - 0"6"3' - 0"2' - 0"8"6"R 1' - 0"
OPEN OPEN
2' - 0"1' - 6"4' - 0"3"2" SCH 80 PVC OZONE RETURN LINE TO BE INSTALLED 8"-12"
ABOVE WATER LINE BY GC. INSTALL TEE AT END OF LINE
2'-0" FROM BOTTOM OF TANK
TWO (2") SCH 80 PVC SUCTION LINES FOR PRETREATMENT UNIT. THE ACTUAL LINES TO BE
EQUIPPED WITH FOOT VALVES PROVIDED BY EQUIPMENT MNF. PRESSURE TEST THE LINES
FOR 24 HOURS AT 30 PSI BEFORE POURING CONCRETE (BY GC). PENETRATE TANK ABOVE
WATER LEVEL, THEN DROP THE PIPES DOWN TO 1'-6" ABOVE TANK BOTTOM. IF TANK
DIMENSIONS ARE DIFFERENT THAN SHOWN COORDINATE HEIGHT ABOVE BOTTOM OF
TANK WITH THE ENGINEER.
3/4" ELECTRICAL CONDUIT BY
ELECTRICAL FSB. PENETRATE
TANK ABOVE WATER LEVEL
3/4" ELECTRICAL CONDUIT BY
ELECTRICAL FSB. PENETRATE
TANK ABOVE WATER LEVELOUTLET BY
PLUMBING FSB
9
9
A.1 A.1
A A
8.5
8.5
B B
8.9
8.9
7"⌀
7"⌀
5"⌀
7"⌀5"⌀
CS-13
CS-9
CS-2
CS-10
5"⌀
DUST COLLECTOR
BAND SAWMITER SAW
BELT/DISK SANDER
NOTES:
1. DUCT WORK SHALL BE RUN TIGHT TO THE BUILDING WALL AND CEILING WITH VERTICAL DROPS DOWN TO CS-2, CS-3 AND
CS-10 AS PART OF BID ALTERNATE NO. 1. DUCT WORK SHALL AVOID WINDOWS AND OTHER UTILITIES LOCATED IN THE
CARPENTRY SHOP.
2. DUCTWORK SHALL BE PROVIDED AND INSTALLED BY THE GENERAL CONTRACTORS DUST COLLECTION SYSTEM SUB-
CONTACTOR.
3. FINAL DUCTWORK SIZING SHALL BE COORDINATED WITH APPROVED DUST COLLECTOR SHOP DRAWING.
4. FINAL LOCATION OF DUCT DROPS SHALL BE FINALIZED IN THE FIELD WITH THE OWNER.
5. RIGID METAL DUCT DROPS SHALL TERMINATE AT A 5" TO 4" REDUCER FITTING. FROM THE REDUCER FITTING FLEXIBLE
HOSING SHALL BE RUN AND CONNECTED TO THE MACHINE THAT THE DUCT DROP IS SERVING. FLEXIBLE HOSING SHALL BE
PROVIDED BY THE DUST COLLECTION SUB-CONTRACTOR.
FACILITIES
CARPENTRY
SHOP
123
7"⌀
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
SEPTEMBER, 13 2019
EQUIPMENT
DETAILS
EQ2.01
Author
Checker
Approver
2170117-E
BIDDING
N.T.S.
GENERAL LUBE SYSTEM TANK PIPING ARRANGEMENT
N.T.S.
5-TON AND 2-TON UNDERHUNG BRIDGE CRANE DETAIL (MB-41 AND GS-6)
N.T.S.
REEL BANK DETAIL
N.T.S.
VEHICLE WASH KNUCKLING BOOM ARM
N.T.S.
WASTE OIL AND ANTI-FREEZE TANK SCHEMATIC PIPING ARRANGEMENT
N.T.S.
(MB-34) THREE SPIGOT OIL BAR UNITS
1/8" = 1'-0"
TYPICAL LUBE PIPE ROUTING DETAIL
1/4" = 1'-0"
VEHICLE WASH PRE-TREATMENT TANK DETAIL (VW-12)
1/8" = 1'-0"
DUST COLLECTOR DUCT DROP ROUTING DETAIL (BID ALT. NO. 1)
SEE NOTE 5 FOR
DUCTWORK
TERMINATION
TWO (2) -2" ELECTRICAL CONDUITS PROVIDED BY ELECTRICAL CONTRACTOR (TYP) (SEE NOTE 4)
-ONE FOR POWER WIRING
-ONE FOR INTRINSICALLY SAFE CONTROL WIRE AND AIRLINES
CONTROL CABINET (MB-30A) MOUNTED ON WALL
(FINAL LOCATION OF CABINET TO BE DETERMINED IN
FIELD WITH OWNERS MECHANICS)
FINAL LOCATION/ STUB UP CONFIGURATION
TO BE COORDINATED IN THE FIELD WITH
VEHICLE LIFT MANUFACTURER
1/2" COMPRESSED AIR LINE (TYP) FOR
EVACUATION KIT PROVIDED BY PLUMBING
FSB. FINAL QUANTITY AND LAYOUT SHALL BE
COORDINATED WITH VEHICLE LIFT INSTALLER.
2" DRAIN LINES (BY PLUMBING FSB) FOR EVACUATIONS KITS. DRAIN
LINES SHALL CONNECT TO FLOOR DRAIN PIPING SYSTEM, TO DIRECT
WASTE WATER TO INDUSTRIAL WASTE WATER TIGHT TANK. FINAL
LOCATION TO BE CONFIRMED BY VEHICLE LIFT MANUFACTURER.
70,000 LBS INGROUND VEHICLE LIFT
COMPRESSED AIR SUPPLY LINE RUN TO
CONTROL CONSOLE (BY PLUMBING FSB)
POWER SUPPLY LINE RUN TO CONTROL
CONSOLE (BY ELECTRICAL FSB)
LEGEND
2" ELECTRICAL CONDUIT
1/2" COMPRESSED AIR LINE
2" DRAIN LINE
INGROUND LIFT NOTES:
1. GEOTECHNICAL ENGINEER SHALL OBSERVE SUBGRADE SOILS BENEATH VEHICLE LIFT BEFORE CONCRETE IS POURED FOR THE LIFT.
2. CONCRETE MIX DESIGN SPECIFICATIONS:
A. MIN 28 DAY COMPRESSIVE STRENGTH = 4500 PSI
B. SLUMP = 4" ( MAY BE 6" WITH SUPERPLASTZCERS)
C. MAX WATER/CEMENT RATIO = 0.50
D. MAX AGG. SIZE -3/4"
3. GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY PLUGS OR CAPS FOR ALL SERVICE CONDUIT OPENINGS.
4. THE ELECTRICAL CONDUITS RUNNING BETWEEN THE LIFT AND CONTROL CONSOLE SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL ELECTRICAL CODES. A MAXIMUM OF FOUR 90
DEGREE BENDS MAY BE USED.
5. THE ELECTRICAL CONTRACTOR SHALL PROVIDE A FUSED ELECTRICAL DISCONNECT AND THE PLUMBING FSB SHALL PROVIDE AIR FILTER/REGULATOR/LUBRICATOR AND INSTALL THEM AT
THE CONTROL PANEL FOR INCOMING POWER AND AIR, COORDINATE INSTALLATION REQUIREMENTS WITH VEHICLE LIFT MANUFACTURER.
6. INTRINSICALLY SAFE CONTROL WIRING MUST BE SEPARATED FROM NON-INTRINSICALLY SAFE WIRES BY A MINIMUM OF 2".
7. THE ABOVE DETAIL IS SCHEMATIC ONLY AND FINAL, POWER, AIR AND UNDERGROUND CONDUIT REQUIREMENTS SHALL BE VERIFIED AND INSTALLED PER THE REQUIREMENTS OF THE
APPROVED VEHICLE LIFT SUBMITTAL AND LIFT MANUFACTURER. FINAL SIZE, QUANTITY AND CONFIGURATION OF CONDUITS SHALL BE APPROVED BY THE VEHICLE LIFT MANUFACTURER
PRIOR TO POURING THE SLAB.
8. VEHICLE LIFT MANUFACTURER SHALL CONFIRM THE MINIMUM AND MAXIMUM WHEEL BASE REQUIREMENTS WITH THE OWNERS MECHANICS PRIOR TO PURCHASING EQUIPMENT. THE
OWNER SHALL HAVE THE OPTION TO CHOOSE BETWEEN THE 18FT, 21FT AND 24FT TRACK DIMENSIONS.
9. SEE STRUCTURAL DRAWINGS FOR THICKENED TOP AND BASE SLAB REQUIREMENTS. CONCRETE SLAB DETAILS TO BE VERIFIED BY MANUFACTURER.
10. VEHICLE LIFT INSTALLATION TO CONFORM TO APPROVED SHOP DRAWINGS IN COORDINATION WITH LIFT MANUFACTURER.
MOVEABLE POST HOUSING STATIONARY
POST HOUSING
FINISH GRADE
CONCRETE FLOOR
UTILITY CONNECTION PORTRIGID FOAM INSTALLATION (TYP.)
PEA GRAVEL
BACKFILL (TYP.)
1
1
2
2
I.1 I.1
J J
K K
L L
I I
J.5J.5
3" SCH. 80 PVC
BACKWASH ENZYME LINE
(BY GC) PENETRATE SUMP
ABOVE WATER LEVEL
SUMP OVERFLOW DRAIN
(BY PLUMBING FSB)
TANK OVERFLOW
TO TIGHT TANK
(BY PLUMBING FSB)
TWO (2) 2" SCH. 80 PVC
SUCTION LINES (BY GC)
3/4" EMPTY ELECTRICAL CONDUITS
(TWO TOTAL) (BY ELECTRICAL FSB)
HOT WATER HEATER
WATER RECOVERY SYSTEM
(VW-9) (SEE NOTE 1) (BID ALT. NO. 1)
PRESSURE PUMP
(VW-1)
AUTOMATIC UNDERCARRIAGE PUMP
(VW-5)
PRESSURE PUMP
CONTROL PANEL
(VW-1A)
AUTOMATIC UNDERCARRIAGE
PUMP CONTROL PANEL
(VW-5A)
1,500 GALLON CONCRETE WASH BAY
TANK WITH BAFFLE (VW-12) (BY GC)
CENTER
SUMP
3"8"
PAD SLOPE (TYP.) CROWN PAD
SLIGHTLY AT CENTER TO SHED
WATER, COORDINATE WITH
ENGINEER
TIGHT TANK BELOW (BY GC)
CONCRETE TANK
COVER PAD
MANHOLE
FRAME AND
GRATE
TANKDIAMETER (D)1'-6" MIN. (TYP.)
1'-6" MIN. (TYP.)1'-6" MIN. (TYP.)TANK LENGTH (L)
x x x x x x x x x
10,000 GALLON TIGHT TANK (TYP.)
TIGHT TANK COVER PAD MANHOLE OPENING DETAIL 5,000 PSI CONCRETE TANK COVER PAD DETAIL
PLAN VIEW
SELECT BACKFILL
COMPACTED TO 95%
MAX DENSITY
PAVEMENT/FINISHED
GRADE
5,000 PSI CONCRETE PAD AIR ENTRAINED
WITH SILANE MASTERPROTECT H 1000
SEALER OR EQUAL
INSTALL CONTROL JOINTS AS
REQUIRED BY THE ENGINEER TO
PREVENT UNCONTROLLED CRACKING
6"x6" -W6xW6 WELDING
WIRE FABRIC
3/4" CHAMFER ON ALL
EXPOSED EDGES (TYP.)
2 -#5 REBAR TOP
AND BOTTOM (TYP.)
MANHOLE OPENING
IN TANK CONCRETE
COVER PAD
NOTE: REBAR SHALL HAVE 2"-3" OF CONCRETE COVER PER
INDUSTRY STANDARDS
NOTES:
1.SEE PLUMBING DRAWINGS FOR THE DRAIN LINE CONNECTION TO
BUILDING.
1. CONCRETE COVER PAD SHALL BE 3'-0" WIDER AND 3'-0" LONGER OVERALL THAN TANK SIZE
AS SHOWN.
2. INSTALL 12" MIN PEA GRAVEL UNDER TANK, AND BACKFILL WITH 12" MIN PEA GRAVEL ALL
AROUND TANK.
3. AREA TO BE RESTORED TO MATCH PROPOSED CONDITIONS.
4. TANK INSTALLATION SHALL BE RATED FOR H-20 WHEEL LOADING.
CONSTRUCTION NOTES:.12"8'-0" O.D.CROWNED AREA SURROUNDING COVER (TYP.
FOR ALL TIGHT TANK COVER PAD OPENINGS)
TANK INTERSTITIAL SPACE MONITORING PORT. RUN
ALARM TO MONITORING SYSTEM ALARM PANEL
TANK CONTAINMENT SUMP/MANHOLE ASSEMBLY WITH
WATER TIGHT COVER (TYP.) COVER SHALL BE 44 1/4-INCH
DIAMETER COMPOSITE H-20 WHEEL LOAD RATED
42" MINIMUM WATER TIGHT TANK SUMP
CAST IRON DRAIN LINE FROM FLOOR DRAINS
(BY PLUMBING FSB)
42" CONTAINMENT COLLAR AROUND 22" MANWAY
WITH 4-4" NPT FITTINGS
LIQUID FLOAT SENSOR FOR HIGH LEVEL ALARM. SET
ALARM 1 AT 75% TANK CAPACITY
ALARM 2 AT 90% TANK CAPACITY
TANK STRAP LOCATION (TYP. 1 OF 4)
FILL DROP TUBE WITH PVC "T" FITTING SHALL
EXTEND TO 5" FROM BOTTOM OF TANK
12-INCH MIN. PEAGRAVEL FILL ALL AROUND TIGHT
TANK PER MANUFACTURERS RECOMMENDATIONS 10,000 GALLON TIGHT TANK SECTION DETAIL
TANK VENT BY PLUMBING FSB
WET INTERSTITIAL
HYDROSTATIC SENSOR
FACTORY FURNISHED
DEADMAN
8" CONCRETE PAD COVER
SUCTION TUBE TO EMPTY TANK.
SEE SECTION 13 21 70 2.02 FOR DETAILS
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
NEW DPW FACILITY
SEPTEMBER, 13 2019
EQUIPMENT
DETAILS AND
UTILITY
SCHEDULES
EQ2.02
Author
Checker
Approver
2170117-E
BIDDING
1/4" = 1'-0"
70,000 LBS INGROUND LIFT CONDUIT DETAIL (MB-30)
1/8" = 1'-0"
VEHICLE WASH UNDERGROUND PROCESS PIPING DETAIL
VEHICLE WASH PROCESS PIPING NOTES:
1. FOR VEHICLE WASH WATER RECLAIM SYSTEM (VW-9), THE PROCESS PIPING QUANTITY, SIZING AND STUB UP CONFIGURATION SHALL BE COORDINATED WITH APPROVED WATER RECLAIM
SUBMITTAL. FINAL STUB UP LOCATIONS SHALL BE VERIFIED IN THE FIELD BY THE VEHICLE WASH EQUIPMENT INSTALLER. PROCESS PIPING AND UNDERGROUND CONDUITS FOR WATER
RECLAIM SYSTEM SHALL BE INLCUDED AS PART OF THE BASE BID. THE ABOVEGROUND EQUIPMENT FOR THE WATER RECLAIM SYSTEM SHALL BE PART OF BID ALTERNATE NO.1.
2. OZONE, SUCTION AND BACKWASH PROCESS PIPING LINES SHALL BE PITCHED TO THE PRE-TREATMENT TANK (VW-12).
3. THE PRE-TREATMENT TANK SHALL BE VENTED PER LOCAL CODE REQUIREMENTS, BY THE PLUMBING FSB CONTRACTOR, AS SHOWN ON THE PLUMBING DRAWINGS.
4. NOTE THAT INFORMATION ON THIS DRAWING IS SCHEMATIC ONLY AND THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE ALL EQUIPMENT, LABOR AND MATERIALS AS NEEDED TO
PROVIDE A COMPLETE AND OPERABLE SYSTEM. CONTRACTOR SHALL MAKE MODIFICATIONS AS NECESSARY IN ACCORDANCE WITH MANUFACTURER AND STATE BUILDING CODE
REQUIREMENTS.
N.T.S.
TIGHT TANK DETAIL
Industrial Equipment Power Schedule
EQ Number Count Type
Equipment
Type VOLTAGE PHASE AMPS
HORSE
POWER PLUG TYP
CS-1 1 Bench Drill Press ERO 120 1 6 5-20
CS-2 1 Belt/Disk Sander ERO 110 1 14 1 5-20
CS-3 1 Standing Band Saw ERO 120 1 7 3/4 5-20
CS-5 1 Bench Grinder ERO 120 1 2.8 1/5 5-20
CS-6 1 Bench Planer ERO 120 1 15 5-20
CS-9 1 Table Saw N 220 1 18 5 L6-30
CS-10 1 Miter Saw N 120 1 15 5-20
CS-12b 3 Wood Top Work Bench With Cabinet & Elec Shelf (72inx36in) N 120 1 20 5-20
CS-13 1 Dust Collector N 208 3 7.5 Hardwire
FS-6A 1 Lube Reel Bank N 120 1 20A
BREAKER
5-20
FS-6B 1 Lube Reel Bank N 120V 1 20A
BREAKER
5-20
GS-1 1 Blade Sharpener ERO 115 1 6 1/2 5-20
GS-2 1 Chainsaw Sharpener ERO 120 1 4.3 5-20
GS-5 1 Bench Grinder ERO 120 1 4.2 5-20
GS-6 1 2 Ton Bridge Crane N 208 3 Starting 45
Nominal 14
Hardwire
GS-8b 3 Steel Work Bench w/ Casters & Elec Shelf (72inx36in) N 120 1 20 5-20
MB-1 1 Tire Changer ERO 115 1 15 5-20
MB-2 1 Welder ERO 200/230 1 50/44 6-50*
MB-3 1 Plasma Cutter ERO 208/240 1 46/40 6-50*
MB-4 1 Hose Crimper ERO 115 1 0.9Kw 5-20
MB-9 1 18K 2 Post Lift ERC 208 1 19 4 Hardwire
MB-12 1 Chop Saw ERO 120 1 15 5-20
MB-18 1 MB Battery Charger ERO 120 1 14.9 5-20
MB-19 1 Old Welder ERO 208 1 110 6-50*
MB-20 1 Small Parts Washer ERO 120 1 1.1 5-20
MB-22 1 Drill Press ERO 115 1 11.2 3/4 5-20
MB-24 1 Power Washer ERO 120 1 20 5-20
MB-30 1 70,000lbs Inground Lift N 208 3 33 Hardwire
MB-31 1 Refrigerant Recovery Machine N 115 12 5-20
MB-35b 1 Steel Work Bench w/ Electric Shelf (72inx36in) N 120 1 20 5-20
MB-38 1 Band Saw N 120 1 12 5-20
MB-39 1 Bench Grinder on Pedestal N 115 1 4.8 5-20
MB-40 1 18K 2 Post Lift N 208 1 22.5 4 Hardwire
MB-41 1 5 Ton Bridge Crane N 208 3 Starting 117
Nominal 30.8
Hardwire
MB-42 2 High Level Alarm N 120 1 6.6 Hardwire
MB-44 1 Fluid Storage Sump Alarm N 120 1 6.6 Hardwire
MB-45 1 Tight Tank High Level Alarm N 120 1 6.6 Hardwire
PB-3 1 Brake/Rotor Machine ERO 115 1 15 5-20
PB-4 1 Tire Changer ERO 115 1 12 5-20
PB-5 1 Tire Balancer ERO 115V 1 15A 5-20
PB-6 1 Bench Grinder ERO 115 1 3.7 1/3 5-20
PB-10 1 Battery Charger ERO 120 1 14.9 5-20
PB-11 1 10K 2 Post Lift ERC 208 1 10.2 Existing Plug
PB-20 1 Shop Vacuum ERO 120 1 8.5 5-20
PB-21 1 Police Drill Press ERO 115 1 7.6 1/2 5-20
PB-23 1 16K 2 Post Lift N 208 1 22.5 4 Plug Provide By Manufacturer
SE-1 1 Bench Belt/Disk Sander ERO 120 1 4.5 5-20
SE-3 1 Chainsaw Sharpener ERO 120 1 4.3 5-20
SE-5 3 Steel Work Bench w/ Casters & Elec Shelf (72inx36in) N 120 1 20 5-20
SE-9 1 Small Parts Washer N 115 1 1.4 5-20
SS-1 1 Sign Plotter ERO 115 1 250W 5-20
SS-2 1 Computer ERO 120 1 20 5-20
SS-7 1 Computer Desk N 120 1 20 5-20
SS-10 1 Wood Top Work Bench With Cabinet & Elec Shelf (72inx36in) N 120 1 20 5-20
SS-11 1 Existing Sign Shop Computer ERO 120 1 20 5-20
VW-1 1 Pressure Washer N 208 3 40 7.5 Hardwire
VW-1A 1 Manual Wash Pump Control Panel N 120 1 20 Hardwire
VW-2 1 Vehicle Wash - Hot Water Heater N 120 1 15 Hardwire
VW-5 1 Automatic Undercarriage Pump Skid N 230 3 90 40 Hardwire
VW-5A 1 Under Carriage Wash Control Panel N 120 1 20 Hardwire
VW-6 2 Automatic Undercarriage Photo Eye N 24VDC FROM
VW-5A
Hardwire
VW-7 1 Vehicle Wash Pressure Washer Controls N 24VDC FROM
VW-1A
Hardwire
VW-9 1 Water Reclaim System N 208 3 30 3 Hardwire
VW-9A 1 Water Reclaim (Controls/Enzyme)N 120 1 20 Hardwire
VW-9B 1 Water Reclaim (Ozone Generator)N 120 1 20 Hardwire
NOTE:
• POWER AND PLUMBING SCHEDULES PROVIDED FOR COORDINATION PURPOSES
• ELECTRICAL CONTRACTOR SHALL CONFIRM RECEPTICAL REQUIREMENTS FOR EXISTING WELDERS AND PLASMA CUTTERS PRIOR TO ORDERING RECEPTACLES.
Industrial Equipment Plumbing Schedule (Plumbing By Plumbing FSB) **
EQ Number Count Type
Equipment
Type VENT AIR WATER
FS-1 1 120 gal Fluid Storage Tank
(15W-40)
N Vent Through
Roof
FS-2 1 120 gal Fluid Storage Tank
(5W-20)
N Vent Through
Roof
FS-3 1 120 gal Fluid Storage Tank
(Hydraulic Oil)
N Vent Through
Roof
FS-4 1 60 gal Fluid Storage Tank (Waste
Antifreeze)
N Vent Through
Roof
FS-5 1 1000 gal Fluid Storage Tank
(Waste Oil)
N Vent Through
Roof
FS-6A 1 Lube Reel Bank N Shop Air (1/2" connection)
FS-6B 1 Lube Reel Bank N Shop Air (1/2" connection)
FS-9 3 Fluid Pumps N 0.7 scfm @ 100 psi or 0.5 scfm
@ 70 psi for 6:1 pumps (FS-2,
FS-3). 1.1 scfm @ 100 psi or
0.8 scfm @ 70 psi for 12:1
pump (FS-1)
MB-1 1 Tire Changer ERO 5 scfm @ 150 PSI
MB-3 1 Plasma Cutter ERO 8 bar 120 psi max
MB-23 1 Portable Grease Caddie ERO 140 psi
MB-29A 1 Waste Oil Pumpout N 60-120 psi
MB-29B 1 Waste Antifreeze Pumpout N 60-120 psi
MB-30 1 70,000lbs Inground Lift N 5 CFM @ 90 -110 PSI
MS-1 1 Mower Lift N Shop Air (90-100psi)
SE-7 1 Mower Lift N Shop Air (90-100psi)
VW-1 1 Pressure Washer N 1/2" 6cfm 90 psi 1" water supply (from hot
water heater)
VW-2 1 Vehicle Wash - Hot Water Heater N 4" 4" air inlet 3/4" gas 2" water supply
VW-5 1 Automatic Undercarriage Pump
Skid
N 1/2" 6 cfm 80-100 psi air 100 GPM Water, from
1.5-inch supply (pump skid
shall comes with 250 gallon
buffer tank)
VW-9A 1 Water Reclaim (Controls/Enzyme) N Shop Air (1/2" connection)
UPRIGHT SPRINKLER HEAD
SPRINKLER SYSTEM PIPING (PROPOSED)
CONCEALED PENDENT SPRINKLER HEAD
CHECK VALVE
OS&Y GATE VALVE W/ TAMPER SWITCH
ALARM CHECK VALVE
HORIZONTAL SIDEWALL SPRINKLER HEAD
UPRIGHT SPRINKLER HEAD W/GUARD
DOUBLE CHECK VALVE BACKFLOW PREVENTER
DRY PIPE VALVE
BACKFLOW PREVENTER TEST HEADER
FIRE DEPARTMENT CONNECTION
BUTTERFLY VALVE W/ TAMPER SWITCH
FIRE PROTECTION LEGEND:
X HYDRAULIC CALCULATION NODE POINT PIPING
150
140
130
120
110
100
90
80
70
60
50
40
30
20
10
150
140
130
120
110
100
90
80
70
60
50
40
30
20
10
110
100
200
300
200
400
600
300
600
900
400
800
1200
500
1000
1500
600
1200
1800
700
1400
2100
800
1600
2400
900
1800
2700
1000
2000
3000
WATER SUPPLY GRAPH NO. N^1.85
PRESSURE -PSI100
200
300
200
400
600
300
600
900
400
800
1200
500
1000
1500
600
1200
1800
700
1400
2100
800
1600
2400
900
1800
2700
1000
2000
3000
FLOW -GPM
PROPERTY OF
DATE BY LOC #
HYDRAULIC GRAPH
NOT TO SCALE
STATIC PRESSURE:
67.5 PSI @ 0 GPM RESIDUAL PRESSURE:
66.5 PSI @ 1275 GPM
X HYDRAULIC CALCULATION NODE POINT SPRINKLER HEAD
05/21/2019 WESTON AND SAMPSON YARMOUTH, MA
CHECK
SCALE
USED
DPW
FIRE PROTECTION NOTES:
FIRE PROTECTION DESIGN CRITERIA:
1. PROVIDE COMPLETE HYDRAULIC CALCULATIONS AND DISTRIBUTION SYSTEM
DESIGN UTILIZING THE DESIGN CRITERIA ESTABLISHED ON THE CONTRACT
DOCUMENTS. SYSTEM DESIGN SHALL BE BASED ON FLOW TEST CONDUCTED ON
MAY 21, 2019 BY WESTON AND SAMPSON. FLOW AND GAUGE HYDRANTS LOCATED
ON BUCK ISLAND ROAD.
STATIC PRESSURE = 67.5 PSI
RESIDUAL PRESSURE = 66.5 PSI
FLOW= 1275 GPM
AVAILABLE FLOW @ 20 PSI = 10254 GPM
2. REQUIRED DESIGN FLOWS:
A. DESIGN HAZARDS:
SEE OCCUPANCY HAZARD CLASSIFICATION SCHEDULE ON FP1.01 & FP1.02
COVERAGE AREA / SPRINKLER SPACING
HAZARD COVERAGE / MAX SPACING
ORDINARY HAZARD AREAS 130 S.F. / 15'-0"
SIDEWALL TABLE 8.7.2.2.1 OF NFPA 13
B. REQUIRED DESIGN DENSITIES:
SEE AUTOMATIC SPRINKLER SYSTEM DESIGN DENISITIES SCHEDULE AT THE LEFT OF THIS SHEET
C. COVERAGE AREA & SPRINKLER SPACING (MAX):
3. FOLLOW THE HEAD LAYOUT AS SHOWN ON THE DRAWINGS IN FINISHED AREAS.
ALL SPRINKLER HEADS SHALL BE LOCATED DEAD CENTER ON THE CEILING TILE
AND WING JOINTS MAY BE USED TO MEET THIS REQUIREMENT.
4. HYDRAULIC CALCULATIONS FOR THE SYSTEM SHALL INCLUDE A 10 PSI CUSHION
AND SHALL LIMIT WATER FLOW VELOCITY TO A MAXIMUM OF 20 FT./SEC.
1. THE FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR SPRINKLER PIPING LAYOUT AND
HYDRAULIC CALCULATIONS TO MEET THE REQUIREMENTS OF 2013 EDITION OF NFPA #13. NOTE
THAT THE LAYOUTS SHOW ARE CONCEPTUAL; DO NOT COUNT SPRINKLERS OR MEASURE PIPE
RUNS.
2. THE FIRE PROTECTION CONTRACTOR SHALL PREPARE INSTALLATION DRAWINGS AND SUBMIT
THEM TO THE ENGINEER AND LOCAL OFFICAL FOR APPROVAL. SHOP DRAWING APPROVAL FROM
THE AUTHORITY HAVING JURISDICTION IS REQUIRED PRIOR TO THE START OF SYSTEM
INSTALLATION. NOTE THAT THE CONTRACTOR PRICE SHALL INCLUDE ALL NECESSARY
SPRINKLERS AND PIPING NEEDED FOR APPROVAL, REGARDLESS OF LAYOUTS PROVIDED, AT NO
ADDITIONAL COST TO THE OWNER.
3. THE LOCATION OF THE WATER SERVICE ENTRANCE, FIRE PROTECTION RISERS AND BACKFLOW
PREVENTER TEST HEADER SHALL BE AS SHOWN.
4. PIPING SHALL BE RUN CONCEALED THROUGHOUT FINISHED SPACES. REFER TO ARCHITECTURAL
PLANS FOR CEILING TYPES, HEIGHTS AND CONSTRUCTION DETAILS. NOTE WHERE UPRIGHT
HEADS ARE SHOWN THERE IS TYPICALLY NO FINISHED CEILING.
5. FIRE PROTECTION CONTRACTOR SHALL PROVIDE NECESSARY SUPPLEMENTAL FRAMING
BETWEEN PRIMARY FRAMING TO SUPPORT FIRE PROTECTION SYSTEM WHERE WEIGHT OF
PIPING, WATER AND EQUIPMENT EXCEED COLLATERAL LOAD LIMITS OF PURLINS. REFER TO
STRUCTURAL DRAWINGS.
6. PIPING SHALL NOT BE HUNG FROM ROOF DECK. PIPING SHALL BE SUPPORTED FROM BUILDING
STEEL AND ROOF PURLINS. SEE DETAILS ON FP5.01 FOR ATTACHMENT DETAILS.
7. FINAL FIRE DEPARTMENT CONNECTION LOCATION SHALL BE COORIDINATED WITH THE
AUTHORITY HAVING JURISDICATION.
10 PSI
BUFFER
LIGHT HAZARD AREAS 225 S.F. / 15'-0"
ORDINARY HAZARD GROUP 2
501 GPM @ 55 PSI
751 GPM WITH HOSE STREAMSORDINARY HAZARD GROUP 1
438.3 GPM @ 48.7 PSI
688.3 GPM WITH HOSE STREAMS
688.3 GPM WITH HOSE STREAMS
LIGHT HAZARD
302 GPM @ 43.8 PSI
AIR COMPRESSOR SCHEDULE (FOR DRY SYSTEM)
SYMBOL
AVERAGE
CFM
(0 TO 40 PSIG)REMARKS
AC-1 GENERAL AIR
PRODUCTS L 1600300A MECHANICAL
ROOM 134 1600 19.40 PROVIDE WITH MAGNETIC
LINE STARTER (MODEL
MGX0A)
PHASE
ELECTRICAL REQUIREMENTS
MANUFACTURER MODEL LOCATION
SYSTEM
CAPACITY
(GAL)HZ HP
1 60 3
VOLTS
208
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
NEW PUBLIC WORKS
FACILITY507 BUCK ISLAND RD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
09/13/2019
FIRE PROTECTION
LEGEND
FP000
RJH
SH
SH
2170808
CONFORMED
OCCUPANCY HAZARD CLASSIFICATION...
LOCATION OCCUPANCY HAZARD
CLASSIFICATION
SYMBOLNO. NAME
134 MECHANICAL ROOM OH1
135 ELECTRICAL ROOM OH1
136-2 VEHICLE AND EQUIPMENT STORAGE-2 OH1
148 VEHICLE AND EQUIPMENT STORAGE
MEZZANINE
OH1
149 VEHICLE AND EQUIPMENT STORAGE
MEZZANINE
OH1
156 Space OH1
136-1 VEHICLE AND EQUIPMENT STORAGE-1 OH1
146 COMPRESSOR ROOM OH1
147 DPW VEHICLE MAINTENANCE MEZZANINE OH2
143-2 WASH EQUIP-2 OH2
120 HIGHWAY SMALL ENGINE REPAIR SHOP OH2
121-1 PARKS SMALL EQUIPMENT MAINT. SHOP-1 OH2
121-2 PARKS SMALL EQUIPMENT MAINT. SHOP-2 OH2
122-1 SHARED GENERAL WORKSHOP-1 OH2
122-2 SHARED GENERAL WORKSHOP-2 OH2
123-1 FACILITIES CARPENTRY SHOP-1 OH2
123-2 FACILITIES CARPENTRY SHOP-2 OH2
124 SIGN SHOP OH2
133 COPY/ FILE/ MAIL AREA OH2
137 PARTS ROOM OH2
141 DPW VEHICLE MAINTENANCE OH2
142 POLICE DEPARTMENT VEHICLE
MAINTENANCE
OH2
143-1 WASH EQUIP-1 OH2
144-1 WASH BAY-1 OH2
144-2 WASH BAY-2 OH2
OCCUPANCY HAZARD CLASSIFICATION...
LOCATION OCCUPANCY HAZARD
CLASSIFICATION
SYMBOLNO. NAME
138 FLUIDS ROOM EX1
101 ENTRY / VESTIBULE LH
102 CONFERENCE ROOM LH
103 DIRECTORS OFFICE LH
104 OFFICE MGR LH
105 CEMETERY OFFICE LH
106 TOWN ENGINEER LH
107 HIGHWAY SUPERINTENDENT LH
108 GROUNDS SUPERINTENDENT LH
111 FEMALE TOILET LH
112 MALE TOILET LH
113 TABLE AND COT STORAGE LH
114 TRAINING / STORM EVENT ROOM LH
117 MEN'S LOCKER ROOM LH
118 WOMEN'S LOCKER ROOM LH
119 JAN. CL LH
125 MUSTER ROOM / TRAINING LH
126 STORM EVENT OFFICE LH
127 ENTRY VESTIBULE LH
128 PARKS SUPERVISOR OFFICE LH
130 CL LH
131 ENGINEERING OPEN OFFICE LH
132 ADMIN AREA LH
140 MECHANICS OFFICE LH
139 TOILET LH
145 CORRIDOR LH
109 STOR. OH1
110 FILE STORAGE OH1
115 TEL/DATA OH1
116 PPE STOR OH1
129 KITCHEN AREA OH1
AUTOMATIC SPRINKLER SYSTEM DESIGN CRITERIA
SYMBOL
OCCUPANCY HAZARD
CLASSIFICATION
DESIGN DENSITY
(GPM/SF) DESIGN AREA
LH LIGHT HAZARD
OCCUPANCY
0.10 1500 SF
OH1 ORDINARY HAZARD,
GROUP 1 OCCUPANCY
0.15 1500 SF
OH2 ORDINARY HAZARD,
GROUP 2 OCCUPANCY
0.20 1500 SF
EX1 EXTRA HAZARD, GROUP 1 0.30 2500 SF
PF11.3 12.3
13
13.1 158.5 9.4 10.3
A.1
B
C
D
A
B.2
14
9 10 11 12
B.8
C.5
DRY TYPE SPRINKLER
DRY TYPE SPRINKLER
1" FP-W
1 1/2" FP-W
1 1/2" FP-W
2" FP-W
2" FP-W
2" FP-W
4" FP-W
1" FP-W
1 1/2" FP-W
2" FP-W
2" FP-W
2" FP-W
2" FP-W
4" FP-W4" FP-W
1" FP-W
1" FP-W
1 1/2" FP-W
1" FP-W
1 1/2" FP-W
1 1/2" FP-W
2" FP-W
2" FP-W
2" FP-W
2" FP-W
1" FP-W1" FP-W
1 1/2" FP-W
2" FP-W
1" FP-W 1" FP-W
1" FP-W
2" FP-W
2" FP-W
2" FP-W
1" FP-W 1" FP-W
1" FP-W
1" FP-W
1 1/2" FP-W
2" FP-W
1" FP-W 1" FP-W
1" FP-W
2" FP-W
1" FP-W
1" FP-W
2" FP-W
2" FP-W
2" FP-W
1" FP-W
1" FP-W
2" FP-W
2" FP-W
1" FP-W
1 1/2" FP-W
2" FP-W
1" FP-W
1" FP-W
1 1/2" FP-W
2" FP-W
2" FP-W
2" FP-W
1" FP-W
1" FP-W
1 1/2" FP-W
2" FP-W
4" FP-W4" FP-W 4" FP-W
4" FP-W
4'' WET PIPE FROM MECHANICAL ROOM
4" FP-W
4" FP-W
2" FP-W
3" FP-W
2" FP-W
3" FP-W
3" FP-W
3" FP-W
2" FP-W 2" FP-W
3" FP-W
2" FP-W 2" FP-W
3" FP-W
2" FP-W2" FP-W
3" FP-W
2" FP-W
4" FP-W 4" FP-W 4" FP-W
27' - 3"27' - 3"25' - 4"29' - 0"21' - 3"26' - 6"14' - 0 1/16"1' - 0"28' - 0"2' - 0"18' - 9"7' - 3"9' - 6"12' - 6"Test and Drain Valve
2'' to Below
Typical
4" FP-W 4" FP-W
128
177
1349053457712
144
140
142
141
143
136
133
135
134
132
63
66
62
65
64
124
126
127
125
46
48
44
47
50
49
45
51
11
1" FP-W
1" FP-W
TEST DRAIN CONNECTION
659 778
864
735
936
900
830
1012
905869
988
1010
1029
961
962
989
932
1009
966
935
990
1041
965
1031
901
1032
987
1008
1030
964
992
1011
1049
1043
939
1042
1" FP-W
PPE STOR
116
MUSTER ROOM /
TRAINING
125
CORRIDOR
145
MEN'S LOCKER
ROOM
117
JAN. CL
119
WOMEN'S LOCKER
ROOM
118
HIGHWAY SMALL
ENGINE REPAIR
SHOP
120
PARKS SMALL
EQUIPMENT MAINT.
SHOP-1
121-1
SHARED GENERAL
WORKSHOP-1
122-1
FACILITIES
CARPENTRY
SHOP-1
123-1 SIGN SHOP
124
STORM EVENT
OFFICE
126
PARKS
SUPERVISOR
OFFICE
128 ENGINEERING
OPEN OFFICE
131
COPY/ FILE/ MAIL
AREA
133
CONFERENCE
ROOM
102
GROUNDS
SUPERINTENDENT
108
HIGHWAY
SUPERINTENDENT
107
FILE STORAGE
110
TOWN ENGINEER
106
OFFICE MGR
104
DIRECTORS OFFICE
103
ENTRY / VESTIBULE
101
ENTRY VESTIBULE
127
CORRIDOR
145
2" FP-W
'' SPRINKLERS SHALL BE
SPACED ARROUND
DESTRATIFICATION FANS IN
ACCORDING WITH NFPA 13,
SECTION 11.1.7''
0' 4' 8'16'
SCALE: 1/8" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW PUBLIC WORKS
FACILITY507 BUCK ISLAND RD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
09/13/2019
FIRE PROTECTION
WORKSHOPS-FIRST
FLOOR
FP101A
RJH
SH
SH
2170808
CONFORMED
1/8" = 1'-0"FP101A
1 ENLARGED PLAN- ADMIN- FIRST FLOOR
UP
1
FP501
8
11.3 12.3
13
13.18.5 9.4 10.3
6
D
I.1
7
6.5
E
G
H
F
I
8.2 9 10 11 12
6'' DRY PIPE TO VEHICLE AND
EQUIPMENT STORAGE
1" FP-W
1" FP-W 1" FP-W
1" FP-W
2" FP-D 6" FP-D
1" FP-D 1" FP-D 1 1/4" FP-D 1 1/2" FP-D 1 1/2" FP-D
SEE FP1.02B FOR SPRINKLER COVERAGE FOR THIS AREA
FOR MECHANICAL ROOM
DETAILS, SEE DETAIL#1
ON FP5.01
FIRE DEPARTMENT CONNECTION
1" FP-D1 1/2" FP-D2" FP-D1" FP-D
2" FP-D UP
2" FP-D
2" FP-D
6'' FROM WATER NETWORK
4'' WET PIPE TO ADMIN AREA
VEHICLE AND
EQUIPMENT
STORAGE-2
136-2
MECHANICAL
ROOM
134
ELECTRICAL ROOM
135
VEHICLE AND
EQUIPMENT
STORAGE-2
136-2
VEHICLE AND
EQUIPMENT
STORAGE-2
136-2
0' 4' 8'16'
SCALE: 1/8" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW PUBLIC WORKS
FACILITY507 BUCK ISLAND RD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
09/13/2019
FIRE PROTECTION
- VEHICLE AND
EQUIPMENT
STORAGE- FIRST
FLOOR
FP101B
RJH
SH
SH
2170808
CONFORMED
1/8" = 1'-0"FP101B
1 ENLARGED PLAN- VEHICLE AND EQUIPMENT STORAGE- FIRST FLOOR
PF1 2 3 4 5 86
L
I.1
7
K
J
6.5
I
8.2
2" FP-D 2" FP-D
4" FP-D
2" FP-D 2" FP-D
4" FP-D
4" FP-D
4'' DRY PIPE FROM ABOVE
2'' DRY PIPE FROM ABOVE
2" FP-D
SEE DRAWING FP1.02C FOR SPRINKLER COVERAGE FOR THIS AREA
2" FP-D
1" FP-D
4" FP-D
2" FP-D
2" FP-D
1" FP-D
1" FP-D 2" FP-D
4" FP-D
2" FP-D
4" FP-D
888
888 888
888
86
84
88
87
83
85
89
HYDRAULIC CALCULATION BASED
ON ROOM DESIGN METHOD
TOILET
139
POLICE
DEPARTMENT
VEHICLE
MAINTENANCE
142
WASH BAY-1
144-1
PARTS ROOM
137
MECHANICS
OFFICE
140
0' 4' 8'16'
SCALE: 1/8" = 1'-0"SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW PUBLIC WORKS
FACILITY507 BUCK ISLAND RD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
09/13/2019
FIRE PROTECTION
- ENLARGED PLAN
- MAINTENANCE
AREA- FIRST
FLOOR
FP101C
RJH
SH
SH
2170808
CONFORMED
1/8" = 1'-0"FP101C
1 ENLARGED PLAN- MAINTENANCE AREA- FIRST FLOOR
8
11.3 12.3
13
13.18.5 9.4 10.3
6
D
I.1
7
J
6.5
E
G
H
F
I
8.2 9 10 11 12 6'' DRY PIPE FROM
MECHANICAL ROOM
2" FP-D
2" FP-D
2" FP-D
2" FP-D
2" FP-D
2" FP-D
2" FP-D
4" FP-D 4" FP-D 4" FP-D
2" FP-D
2" FP-D
2" FP-D
2" FP-D
2" FP-D
2" FP-D
2" FP-D
2" FP-D
2" FP-D
2" FP-D
4" FP-D4" FP-D4" FP-D6" FP-D6" FP-D6'' DRY PIPE TO MAINTENANCE AREA
4'' DRY PIPE FROM MAINTENANCE AREA
2" FP-D 2" FP-D
2" FP-D
2" FP-D
2" FP-D
2" FP-D
2" FP-D
6" FP-D 6" FP-D 6" FP-D6" FP-D 6" FP-D
2" FP-D
2" FP-D
1" FP-D
2'' to below
Typical
2" FP-D
2" FP-D
1" FP-D ''2 to Below
Typical
2" FP-D
2" FP-D
1" FP-D
3'' Dry Pipe
3'' Dry Pipe
3'' Dry Pipe 3'' Dry Pipe
6" FP-D
2" FP-D
2" FP-D
2" FP-D
2" FP-D
18' - 6"21' - 3"28' - 0"28' - 0"28' - 0"28' - 0"27' - 11"
156 157155
77
149148 150
147146145
138137 139
131130129
121 122 12356
55 545352
59
39 119
120
38
43
2" FP-D DN
TEST DRAIN VALVETEST DRAIN VALVE
TEST DRAIN VALVE
TEST DRAIN VALVE
0' 4' 8'16'
SCALE: 1/8" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW PUBLIC WORKS
FACILITY507 BUCK ISLAND RD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
09/13/2019
FIRE PROTECTION
- VEHICLE AND
EQUIPMENT
STORAGE-
MEZZANINE
FLOOR
FP102B
RJH
SH
SH
2170808
CONFORMED
1/8" = 1'-0"FP102B
1 ENLARGED PLAN- VEHICLE AND EQUIPMENT STORAGE- MEZZANINE FLOOR
' SPRINKLERS SHALL BE SPACED ARROUND DESTRATIFICATION FANS IN ACCORDING WITH NFPA 13, SECTION 11.1.7''
1 2 3 4 5 86
L
I.1
7
K
J
6.5
I
8.2
2" FP-D
2" FP-D
2" FP-D
2" FP-D
4" FP-D
2" FP-D
2" FP-D
2" FP-D
2" FP-D
2" FP-D
2" FP-D
2" FP-D
2" FP-D
4" FP-D
4" FP-D
6" FP-D
4" FP-D 4'' DRY PIPE TO CANOPY
6'' DRY PIPE FROM VEHICLE
EQUIPMENT STORAGE
2'' DRY PIPE DOWN WASH EQUIP ROOM
4" FP-D
4" FP-D
2" FP-D
2" FP-D
2" FP-D
2" FP-D
2'' DN
TYPICAL
76
61
554
511
512
315 171291 173 172 166
163 165 164 298292268158
82 81 27380
152 154 153 253269248151 93
6967
91
94
90687092
TEST DRAIN VALVE
TEST DRAIN VALVE
''SPRINKLER COATING IN WASH BAY
AREA SHALL BE LISTED/APPROVED AS
CORROSION RESISTANCE MATERIAL'''' SPRINKLERS SHALL BE SPACED ARROUND
DESTRATIFICATION FANS IN ACCORDING
WITH NFPA 13, SECTION 11.1.7 ''
0' 4' 8'16'
SCALE: 1/8" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW PUBLIC WORKS
FACILITY507 BUCK ISLAND RD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
09/13/2019
FIRE PROTECTION
- MAINTENACE -
MEZZANINE PLAN
FP102C
RJH
SH
SH
2170808
CONFORMED
1/8" = 1'-0"FP102C
1 ENLARGED PLAN- MAINTENANCE AREA- MEZZANINE FLOOR
12 13 13.112.3
PIPE
STANTION
6" DOUBLE CHECK
BACKFLOW PREVENTER
4" BACKFLOW PREVENTER
TEST DRAIN.
4" BUTTERFLY VALVE W/
TAMPER SWITCH
(TYPICAL).
DRY SPRINKLER RISER ALARM 4" FDC W/ CHECK VALVE
MECHANICAL ROOM
134
FLOOR SINK, BY
PLUMBING CONTRACTOR
12.3 13 13.112121313.112.3
6" FROM MAIN WATER NETWORK
TO SYSTEM RISER OR
SUPPLY MANIFOLD
OS&Y GATE VALVE W/
TAMPER SWITCH
PRESSURE GAGE
DOUBLE CHECK VALVE ASSEMBLY
"BLEEDER" 3-WAY TEST VALVE
PRESSURE GAGE
SUPERVISORY (LOW)
PRESSURE SWITCH
OS&Y GATE
VALVE W/ TAMPER
SWITCH
STANCHIONS BOLTED TO
EQUIPMENT FLANGES AND
ANCHORED TO FLOOR
FROM WATER
SERVICE
DRY SYSTEM AUXILIARY
DRAIN
1" VALVE
2" x 12" NIPPLE
1" x 2" INCREASER
1" NIPPLE AND CAP
1" VALVE
1" X 2" INCREASER
FROM BACKFLOW
PREVENTER OR
SUPPLY MANIFOLD
AS APPLICABLE:
TO NEXT SYSTEM
RISER ON MANIFOLD
SUPERVISED INDICATING CONTROL VALVE
2" DRAIN TO
EXTERIOR
2" MAIN DRAIN
TO DRY SYSTEM
DRY-PIPE VALVE W/ QUICK OPENING DEVICES &
STANDARD TRIM INCLUDING WATER & AIR
PRESSURE GAGES, DRAIN & TEST VALVES, ALARM
PRESSURE SWITCH & AIR PRESSURE SUPERVISORY
SWITCH
STANCHION BOLTED TO
EQUIPMENT FITTINGS
AND ANCHORED TO FLOOR
AIR SUPPLY CONNECTION TO
DRY-PIPE VALVE TRIM VIA
PRESSURE MAINTENANCE
REGULATOR (NOT SHOWN)
TANK MOUNTED 2 HP, OIL-LESS
AIR COMPRESSOR, WITH CAPACITY
SUFFICIENT TO RESTORE NORMAL
SYSTEM AIR PRESSURE WITHIN
30-MINUTES
DESICCANT DEHYDRATER;
QUANTITY AS REQUIRED
FOR SYSTEM VOLUME
AND AIR FLOW RATE
FROM SITE
UTILITIES
TO BACKFLOW
PREVENTER
5'-6" MIN.FINISH GRADE
ENTRANCE FLANGE
WATERTIGHT PIPE SLEEVE
PENETRATION ASSEMBLY
RESTRAINED MECHANICAL
JOINT FITTINGS (TYPICAL)
FOUNDATION WALL
FLOOR SLAB
CONNECTION POINT TO
SITE UTILITIES VIA RESTRAINED
MECHANICAL JOINT COUPLING
10' 0''
HEAVY DUTY UNDERGROUND
PIPE CLAMP SUITABLE
FOR BURIED PIPE (TYP.)
HEAVY DUTY UNDERGROUND
PIPE CLAMP SUITABLE
FOR BURIED PIPE (TYP.)
INDICATING
VALVE
FASTENERS FOR ATTACHING MEP EQUIPMENT
HANGERS TO ROOF PURLIN FRAMING (SIM TO
"SAMMYS SIDEWINDERS") TO BE FURNISHED &
INSTALLED BY SPECIFIC MECH, ELECT, PLUMB OR
FP SUB-TRADE, TYP.
GENERAL NOTES:
1. ALL MECHANICAL, ELECTRICAL, PLUMBING & FIRE-PTROTECTION (MEP/FP), ETC. SUB-TRADES SHALL PROVIDE AND INSTALL ALL SUPPLEMENTAL
STEEL SUPPORTS, ANGLES, STRUTS, CLIPS, ATTACHMENTS, ETC. AS NECESSARY FOR THE COMPLETE INSTALLATION AND SUPPORT OF ALL
BUILDING MEP/FP SYSTEMS.
2. ALL MEP/FP SUB-TRADES SHALL SIZE ALL SUPPORTS, ANGLES, CONNECTORS, ETC, AS REQUIRED TO SUPPORT THE LOADS OF THE SUSPENDED
SYSTEMS AND SHALL COORDINATE SIZES AND LOCATIONS, AND SHALL OBTAIN APPROVAL FROM THE METAL BUILDING MANUFACTURER.
3. ALL FASTENERS, COUPLINGS, ANGLES, ETC. ATTACHED TO THE BUILDING ROOF PURLIN FRAMING ABOVE THE BOTTOM OF THE PURLIN, TO BE
INSTALLED PRIOR TO INSTALLATION OF THE CEILING FABRIC LINER. SUSPENDED SUPPORTS INSTALLED BELOW THE BOTTOM OF THE PURLIN
FRAMING TO BE INSTALLED FOLLOWING INSTALLATION OF THE CEILING LINER. GENERAL CONTRACTOR SHALL COORDINATE THE SEQUENCE AND
INSTALLATION OF THE WORK.
4. ALL EQUIPMENT LOADS/ REACTIONS IMPOSED ON THE METAL BUILDING FRAMING TO BE REVIEWED AND APPROVED BY THE METAL BUILDING
MANUFACTURER. ALL SUPPLEMENTAL BUILDING FRAMING MEMBERS, AS REQUIRED TO SUPPORT MECHANICAL/ ELECTRICAL/ FIRE PROTECTION
EQUIPMENT, AS DETERMINED BY THE PREFABRICATED METAL BUILDING DESIGN, IN CONSIDERATION OF ALL EQUIPMENT-IMPOSED LOADS TO THE
BUILDING, TO BE PROVIDED BY METAL BUILDING MANUFACTURER.
ALL EQUIPMENT HANGERS, SUPPORTS, STRUTS,
ANGLES, FASTENERS, CLIPS, ETC. AS REQUIRED TO
SUPPORT/ SUSPEND ALL MEP/FP EQUIPMENT,
DUCTWORK, PIPING, CONDUIT, AND ALL OTHER
MATERIALS AS REQUIRED FOR THE COMPLETE
INSTALLATION OF MEP/FP SYSTEMS, TO BE PROVIDED
BY EACH SPECIFIC MEP/FP SUB-TRADE ASSOCIATED
WITH THE WORK, TYP.
STEEL ANGLE AND ATTACHMENT TO
ROOF PURLINS BY SPECIFIC MEP/FP
SUB-TRADES ASSOCIATED WITH
THE WORK, TYP. (INSTALLATION
PRIOR TO INSTALLATION OF FABRIC
CEILING LINER).
ROOF PURLIN FRAMING BY
METAL BUILDING
MANUFACTURER, TYP
FABRIC CEILING INSTALLED
FOLLOWING INSTALLATION OF ALL
MEP/FP EQUIPMENT HANGER
COUPLINGS, GC TO COORDINATE THE
WORK
STEEL ANGLES AND
ATTACHMENTS BELOW
BOTTOM OF PURLINS
BY SPECIFIC MEP/FP
SUB-TRADES
ASSOCIATED WITH THE
WORK, FOLLOWING
INSTALLATION OF
FABRIC CEILING LINER,
TYP.
FABRIC
CEILING
LINER
ALL EQUIPMENT HANGERS,
SUPPORTS, STRUTS,
ANGLES, FASTENERS, CLIPS,
ETC.TO BE PROVIDED BY
EACH SPECIFIC MEP/FP SUB-
TRADE ASSOCIATED WITH
THE WORK, TYP.
ROOF
PURLIN
ROOF
PURLIN
EQUIPMENT HANGER COUPLING:
NOTE, BOTTOM OF COUPLING TO BE
INSTALLED 1/16" +/-BELOW BOTTOM
OF ROOF PURLIN FRAMING, AS
REQUIRED TO INSTALL THREADED ROD
HANGER THROUGH FABRIC CEILING
1" SPRIG
UPRIGHT SPRINKLER; POSITION DEFLECTOR
WITH RESPECT TO STRUCTURAL ELEMENTS
PER NFPA 13 REQUIREMENTS FOR
CONSTRUCTION TYPE.
CONCENTRIC ONE-PIECE REDUCER
UNDERSIDE OF STRUCTURE
SPRINKLER BRANCH PIPING SPRINKLER BRANCH PIPING
1" SPRIG
CONCENTRIC ONE-PIECE REDUCER
UPRIGHT SPRINKLER W/GUARD
POSITION DEFLECTOR W/ RESPECT TO
STRUCTURAL ELEMENTS PER NFPA 13
REQUIREMENTS FOR CONSTRUCTION TYPE
UNDERSIDE OF STRUCTURE
FROM BACKFLOW
PREVENTER
OR SUPPLY MANIFOLD
AS APPLICABLE: TO NEXT
SYSTEM RISER ON
MANIFOLD
2" DRAIN TO
FLOOR SINK
SUPERVISED INDICATING
CONTROL VALVE
WATERFLOW SWITCH
RISER CHECK VALVE
W/ STANDARD INLET/OUTLET
GAGE & DRAIN VALVE TRIM2" MAIN DRAIN
TO WET SYSTEM
STANCHION BOLTED TO EQUIPMENT
FITTINGS AND
ANCHORED TO FLOOR
18" TO 42"BALL DRIP
DRAIN TO
EXTERIOR
4"STORZ
CONNECTION W/ 30°
EL. (NOT SHOWN)
AND CHAIN
(TYP)
FLUSH MOUNTED
WALL PLATE
FINISHED GRADE GROUND FLOOR
X" DIA.
SEE PLANS
FOR
DIAMETER
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
NEW PUBLIC WORKS
FACILITY507 BUCK ISLAND RD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
09/13/2019
FIRE PROTECTION
DETAILS
FP501
RJH
SH
SH
2170808
CONFORMED
N.T.S.1 SECTION - FIRE WATER SERVICE
N.T.S.6 DOUBLE CHECK VALVE ASSEMBLY DETAIL
N.T.S.10 DRY SYSTEM AUX DRAIN
N.T.S.4 DRY SYSTEM RISER
N.T.S.2 FIRE SERVICE ENTRANCE
N.T.S.3 ROOF PURLIN
N.T.S.7 UPRIGHT SPRINKLER HEAD
N.T.S.8 UPRIGHT SPRINKLER HEAD W/ GUARD
N.T.S.5 WET SYSTEM RISER
N.T.S.9 FIRE DEPARTMENT CONNECTION DETAIL
NEW CONCEALED PENDENT SPRINKLER HEAD -
VICTAULIC MODEL V3802, 1/2" ORIFICE, 155°F OR
EQUAL BY RELIABLE, VIKING OR TYCO SPRINKLER
COVER PLATED PAINTED WHITE (TYP.)
ATTACH BRACKET TO MAIN TEE
RUNNERS ONLY
FLEXIBLE SPRINKLER DROP -CORRIGATED 304 STAINLESS
STEEL W/ STAINLESS STEEL BRAID JACKET STEEL REDUCER,
NIPPLE AND NUTS ZINC PLATED BASED ON VIKING MODEL
VKFD28B OR EQUAL FROM VICTAULIC, TYCO OR FLEXHEADMIN. 7" BEND RADISMAXIMUM TOTAL OF THREE (3) BENDS
CEILING BRACKET -FEXIBLE DROP MANUFACTURER'S
GALVANIZED SHEET METAL BRACKET SYSTEM W/
SQUARE BAR, COMPATIBLE W/ MEDIUM AND HEAVY
LOAD CEILING GRID SYSTEMS PER ASTM C635 AND
C636 (FM APPROVED)
NEW SUSPENDED SYSTEM CEILING
AS PER ARCHITECTURAL PLANS
CUSTOM ORDER FLEXLIBLE SPRINKLER DROPS
IN 2 TO 6 FT LENGTHS TO MATCH LOCATION
CENTER SPRINKLER IN TILE
(±12" IN BOTH DIRECTIONS)
FINISHED AREA SPRINKLER DROP DETAIL
NEW BRANCH LINE AND
AND FITTINGS PER
SPECIFICATIONS
UNDERSIDE
OF STRUCTURE
SPRINKLER BRANCH
PIPING
SUSPENDED
CEILING
1" RETURN BEND:
PROVIDE SUPPORT FOR
OFFSETS GREATER THAN 12"
CONCENTRIC ONE-PIECE
REDUCER
PENDENT
SPRINKLER
NOTE:
CONCEALED SHOWN FOR ILLUSTRATION
ONLY, SEE SPECIFICATIONS FOR
PROJECT SPECIFIC REQUIREMENTS
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
NEW PUBLIC WORKS
FACILITY507 BUCK ISLAND RD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
09/13/2019
FIRE PROTECTION
DETAILS II
FP502
Author
Checker
Approver
2170808
CONFORMED
1/8" = 1'-0"FP502
1 FLEXIBLE SPRINKLER HEAD PIPING DETAIL
12" = 1'-0"FP502
2 PENDANT SPRINKLER BRANCH
PLUMBING AND PIPING SYMBOLS
KEYNOTE
CONTINUATION SYMBOL
NUMBER OF SHEET WHERE DETAIL APPEARS
NUMBER OF DETAIL ON SHEET
REVISION NUMBER - SHOWN ON PLANS
GENERAL PLUMBING SYMBOLS
ROOM NAME AND NUMBER
POINT WHERE NEW CONNECTS TO EXISTING
EXISTING PIPE TAG
ITEM TO BE DEMOLISHED
AREA NOT IN CONTRACT
PIPING BEING DEMOLISHED
ABOVE GROUND PIPING
PIPE SIZE TAG (DIAMETER)
DRAIN SIZE
PIPE RISE
PIPE DROP
PIPE TEE REDUCING 45
DEGREE TEE
45 DEGREE TEE
BELOW GROUND PIPING
PIPE INVERT ELEVATION TAG
PIPE SLOPE TAG
* NOTE *
ALL OF GENERAL NOTES ON THIS SHEET ARE TO BE APPLIED TO ALL OTHER DRAWINGS IN
THIS SET.THE SYMBOLS AND ABBREVIATIONS SHOWN ON THIS SHEET MAY OR MAY NOT BE
USED IN THIS SET OF DRAWINGS.
TYPE (SEE SCHEDULE)
Ø ROUND
ABV ABOVE
AC AIR CONDITIONING
AD AREA DRAIN
ADD ADDENDUM
AFF ABOVE FINISHED FLOOR
AFUE ANNUAL FUEL UTILIZATION EFFICIENCY
ALT ALTERNATE
AP ACCESS PANEL
ARCH ARCHITECT/ARCHITECTURAL
BFF BELOW FINISHED FLOOR
BLW BELOW
BTU BRITISH THERMAL UNITS
BTUH BRITISH THERMAL UNITS PER HOUR
CAP CAPACITY
CB CATCH BASIN
CFM CUBIC FEET PER MINUTE
CLG CEILING
CO CLEAN OUT
CW COLD WATER
D DEGREE
DB DRY BULB
DIA DIAMETER
DN DOWN
DW DISTILLED WATER
EA EACH
EAT ENTERING AIR TEMPERATURE
ELEC ELECTRICAL
EQUIP EQUIPMENT
EWC ELECTRIC WATER COOLER
EWT ENTERING WATER TEMPERATURE
E/A EXHAUST AIR
EXIST EXISTING
F DEGREES FAHRENHEIT
FCO FLOOR CLEAN OUT
FD FLOOR DRAIN
FD FIRE DAMPER
FDV FIRE DEPARTMENT VALVE
FL FLOOR
FO FUEL OIL
FOV FUEL OIL VENT
FOR FUEL OIL RETURN
FOS FUEL OIL SUPPLY
FPM FEET PER MINUTE
FS FLOOR SINK
FT FOOT/FEET
FTR FIN TUBE RADIATION
GA
GAL GALLON
GC GENERAL CONTRACTOR
GPM GALLONS PER MINUTE
GW GREASE WASTE
HB HOSE BIB
HP HORSE POWER
HTG HEATING
HTR HEATER
HW HOT WATER
HYD HYDRANT
ID INDIRECT
IN INCH
INV INVERT
LB POUND
LB/HR POUNDS PER HOUR
LAT LEAVING AIR TEMPERATURE
LP LOW PRESSURE
LPG LIQUEFIED PETROLEUM GAS
LVR LOUVER
LWT LEAVING WATER TEMPERATURE
M/A MIXED AIR
MAX MAXIMUM
MBH ONE THOUSAND BTU PER HOUR
MCF ONE THOUSAND CUBIC FEET
MD MOTORIZED DAMPER
MECH MECHANICAL
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
MTR MOTOR
MU/A MAKE-UP/AIR
NC NOISE CRITERIA
NC NORMALLY CLOSED
NIC NOT IN CONTRACT
NO NUMBER
NO NORMALLY OPEN
NTS NOT TO SCALE
O OXYGEN
O/A OUTSIDE AIR
ORD OVERFLOW ROOF DRAIN
PD PRESSURE DROP
PIV POST INDICATOR VALVE
PLBG PLUMBING
PRESS PRESSURE
PRV PRESSURE REDUCING VALVE
PSI POUNDS PER SQUARE INCH
PSIG POUNDS PER SQUARE INCH GAUGE
PWR POWER
R DUCT RISER
R/A RETURN AIR
RCP RADIANT CEILING PANEL
RD ROOF DRAIN
REC RECESSED
RED REDUCER
RH RELATIVE HUMIDITY
RL/A RELIEF AIR
RM ROOM
RPM REVOLUTIONS PER MINUTE
RW RAIN WATER
SF SQUARE FOOT
S/A SUPPLY AIR
SAN SANITARY
SF SQUARE FOOT
SD SMOKE DAMPER
SM SURFACE MOUNT
SP STANDPIPE
SP STATIC PRESSURE
STM STEAM
T THERMOSTAT
TD TEMPERATURE DROP
TDR TRENCH DRAIN
TEMP TEMPERATURE
TYP TYPICAL
UG UNDERGROUND
VAC VACUUM
V VENT
VAV VARIABLE AIR VOLUME
VENT VENTILATION
VTR VENT THROUGH ROOF
W WASTE
WB WET BULB
WCO WALL CLEAN OUT
WH WALL HYDRANT
ABBREVIATIONS
AC AIR CONDITIONING UNIT
ACC AIR COOLED CONDENSER
ACCU AIR COOLING CONDENSING UNIT
AHU AIR HANDLING UNIT
AS AIR SEPARATOR
B BOILER
CH CHILLER
CT COOLING TOWER
CUH CABINET UNIT HEATER
CWP CONDENSER WATER PUMP
CHWP CHILLED WATER PUMP
DBP DOMESTIC WATER BOOSTER PUMP
DC DUCT MOUNTED COIL
DCP DOMESTIC WATER CIRCULATING PUMP
EF EXHAUST FAN
EDC ELECTRIC DUCT COIL
ET EXPANSION TANK
EWH ELECTRIC WATER HEATER
FCU FAN COIL UNIT
FP FIRE PUMP
GI GREASE INTERCEPTOR
GRV GRAVITY ROOF VENTILATOR
HWP HEATING WATER PUMP
HX HEAT EXCHANGER
HRU HEAT RECOVERY UNIT
PRV POWER ROOF VENTILATOR
RE RETURN/EXHAUST FAN
RTU ROOFTOP UNIT
SEP SEWAGE EJECTOR PUMP
SF SUPPLY FAN
SP SUMP PUMP
UH UNIT HEATER
WH WATER HEATER
EQUIPMENT ABBREVIATIONS
DRAIN TAGS
"P" - INDICATES
PRIMER CONNECTION
FIXTURE UNITS
ROOF AREA
SERVED BY DRAIN
PIPE ACCESSORY TAGS
FIXTURE UNITS
PIPE ACCESORY
TAG
PLUMBING FIXTURE TAGS
TYPE (SEE SCHEDULE)
GENERAL NOTES
1. THE PLUMBING CONTRACTOR SHALL VISIT THE SITE TO DETERMINE ALL PRE-
EXISTING CONDITIONS AND WORK NECESSARY PRIOR TO SUBMISSION OF BID PRICE.
2. THE PLUMBING CONTRACTOR SHALL BE FAMILIAR WITH ALL CONTRACT
DOCUMENTS FOR ALL TRADES AND COORDINATE WITH OTHER CONTRACTORS.
3. THE DRAWINGS ARE DIAGRAMMATIC ONLY; FINAL ROUTING OF PIPING, FIXTURE
AND EQUIPMENT LOCATIONS SHALL BE DETERMINED IN THE FIELD. PROVIDE ALL
ADDITIONAL OFFSETS, ELBOWS, ETC., AT NO ADDITIONAL COST TO THE OWNER.
4. CONSTRUCT AND INSTALL ALL PLUMBING IN ACCORDANCE WITH THE LATEST
EDITION OF 248 CMR 10.00: UNIFORM STATE PLUMBING CODE.
5. PROVIDE ISOLATION VALVES AT ALL BRANCH TAKE-OFFS.
6. MINIMUM SIZE OF WATER SUPPLY, WATER RETURN AND DRAIN PIPING SHALL BE
3/4" UNLESS OTHERWISE NOTED.
7. COORDINATE ALL ELECTRICAL AND MECHANCIAL REQUIREMENTS WITH THE
ELECTRICAL AND MECHANCIAL CONTRACTORS.
8. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR FINAL LOCATIONS
OF FIXTURES AND MOUNTING HEIGHTS.
9. PROVIDE ALL INCIDENTAL ACCESSORIES NECESSARY TO MAKE THE PLUMBING
SYSTEMS WORK COMPLETE AND READY FOR OPERATION.
10. PROVIDE (FURNISH AND INSTALL) ALL PLUMBING WORK IN ACCORDANCE WITH
APPLICABLE FEDERAL, STATE AND LOCAL CODES.
11. INSTALL ALL PLUMBING EQUIPMENT IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS.
12. DEMOLITION WORK SHALL BE DONE BY THE PLUMBING CONTRACTOR. THE
PLUMBING CONTRACTOR SHALL COORDINATE ALL WORK CONCERNING EXISTING
EQUIPMENT AND SYSTEMS REMAINING IN THE BUILDING.
14. FURNISH TO THE APPROPRIATE CONTRACTOR ALL INFORMATION REQUIRED
FOR SETTING OF WALL, ROOF AND PARTITION OPENINGS FOR PLUMBING WORK.
THIS INFORMATION SHALL BE FURNISHED IN A TIMELY MANNER SUCH THAT
CONSTRUCTION SCHEDULE IS NOT JEOPARDIZED.
15. FIELD MEASURE THE EXACT SIZES AND VERIFY ALL OPENINGS FOR PIPE
PENETRATIONS PRIOR TO SUBMISSION OF SHOP DRAWINGS AND INSTALLATION.
CONSTRUCTION NOTES
1. CONTRACTOR SHALL REFER TO THE PLUMBING SPECIFICATIONS. PLUMBING
CONTRACTOR SHALL COMPLY WITH THE LATEST EDITION OF 248 CMR 10.00: UNIFORM STATE
PLUMBING CODE.
2. SOME PIPING ON THE FLOOR PLANS IS SHOWN WITHOUT VALVES ETC. FOR CLARITY
PURPOSES. THE PLUMBING CONTRACTOR SHALL PROVIDE DRAIN VALVES AND SHUTOFF
VALVES AT THE BASE OF ALL RISERS AND BRANCH CONNECTIONS.
3. REFER TO THE ARCHITECTURAL DETAILED DRAWINGS AND COORDINATE ALL LOCATIONS
OF ALL FIXTURES WITH ARCHITECT IN THE FIELD.
4. PLUMBING CONTRACTOR SHALL INSTALL TRAP PRIMER VALVES FOR ALL FLOOR DRAINS
LOCATED WITHIN BUILDING. THE PLUMBING CONTRACTOR SHALL COORDINATE EXACT
LOCATION OF TRAP PRIMER VALVE AND WATER PIPING IN FIELD.
5. PRIOR TO START OF INSTALLATION OF BELOW SLAB PIPING, PLUMBING CONTRACTOR
SHALL COORDINATE LOCATIONS OF PIPING WITH STRUCTURAL FOOTINGS, GRADE BEAMS,
ETC. WITH GENERAL CONTRACTOR.
6. PRIOR TO INSTALLATION OF PIPING BELOW SLAB, PLUMBING CONTRACTOR SHALL
COORDINATE ALL INVERT ELEVATIONS WITH THE GENERAL CONTRACTOR AND THE
STRUCTURE.
7. NOT ALL BRANCH PIPING AND OR OFFSETS FOR SOIL, WASTE, VENT AND DOMESTIC
WATER PIPING IS SHOWN FOR CLARITY PURPOSES. IT SHALL BE THE RESPONSIBILITY OF THE
PLUMBING CONTRACTOR TO OWN THE PROVISION OF THIS PIPING DURING BIDDING AND
CONSTRUCTION.
8. PLUMBING CONTRACTOR SHALL OWN DRIP LEGS AND SHUT OFF VALVES AT THE BASE
OF ALL NATURAL GAS RISERS AND AT ALL CONNECTIONS TO EQUIPMENT.
9. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL
NECESSARY FIRESTOPPING OF SLEEVES & PIPING PENETRATING ALL RATED PARTITIONS,
FLOORS, AND CEILINGS FOR THEIR OWN WORK.
10. PLUMBING CONTRACTOR SHALL OWN ALL FINAL CONNECTIONS OF GAS PIPING TO ALL
GAS FIRED EQUIPMENT.
11. PLUMBING CONTRACTOR SHALL PROVIDE STOPS ON SUPPLIES TO ALL FIXTURES.
12. PROVIDE AND INSTALL NATURAL GAS REGULATORS AT ALL GAS FIRED
EQUIPMENT/APPLIANCES AND VENT TO THE BUILDING EXTERIORS AS REQUIRED.
13. ALL WASTE/SANITARY RISER SHALL HAVE A CLEANOUT AT THEIR BASE.
14. REFER TO EQUIPMENT DRAWINGS FOR ADDITIONAL PLUMBING CONNECTIONS.
15. ANY PLUMBING VALVES SHALL BE INSTALLED NO MORE THAN 12'-0" ABOVE FINISHED
FLOOR
16. PROVIDE WATER HAMMER ARRESTORS IN ACCORDANCE WITH WATER HAMMER
ARRESTOR SCHEDULE.
17. SEE EQ201 AND EQ202 FOR EQUIPMENT DETAILS, FOR ADDITIONAL SCOPE
CLARRIFICATION BETWEEN GENERAL CONTRACTOR, PLUMBING CONTRACTOR, INDUSTRIAL
CONTRACTOR, AND ELECTRICAL CONTRACTORS.
18. SLOPE DRAIN, WASTE, AND VENT LINES IN ACCORDANCE WITH 248 CMR 10:00 UNIFORM
STATE PLUMBING CODE. 3-1/2" PIPES AND LARGER SHALL SLOPE MINIMUM 1/8"/1'-0", 3" PIPES
AND SMALLER SHALL SLOPE AT 1/4"/1'-0".
TW TEMPERED WATER
PW PUMPED WASTE
GATE VALVE
4000 SF
6" SD-1
4" FD-1FLOOR DRAIN 4" AD-6 AREA DRAIN
4" FS-4FLOOR SINK
4" SD-29 DECK DRAIN
4" FD-3PFLOOR DRAIN
6 WFU
4" FD-13HUB DRAIN
FLOW CONTROL
DRAIN4" SD-12
COMBINATION
DRAINS
STORM DRAIN4" SD-15
WATER CLOSET -
WALL HUNG - ADA WC-1
U-1
1 WFU
P-3B
1.5 CWFU
1.5 HWFU
P-3B
WC-1A
Room
1
-
---
CA
CW
HW
HW-R
GV
GW
G
PD
V
W
(E)
COMPRESSED AIR
DOMESTIC COLD WATER
HOT WATER
HOT WATER RECIRCULATION
GREASE VENT
GREASE WASTE
NATURAL GAS
PUMP DISCHARGE
SANITARY VENT
SANITARY SEWER
TEMPERED WATER
2"
CAP
PLUG
2"
4"
4" 4"
INVERT: -10' - 1"
1/8" / 12" SLOPE
2" DOM. WM
DOMESTIC WATER METER
BALANCING VALVE
1/4 TURN BALL VALVE
CHECK VALVE
3-WAY MIXING VALVE
MOTORIZED CONTROL VALVE
3 WAY MOTORIZED CONTROL
VALVE
PRESSURE REDUCING VALVE
REFRIGERANT SOLENOID VALVE
BUTTERFLY VALVE
2" BALANCING
2" SHUTOFF
2" CHECK
2" TMV
2" M-CNTRL
2" 3-WAY CNTRL
2" PRV
3/8" SOLENOID
2" BUTTERFLY
4" WCO 4" WCO
TW
1
G
CA
CW
HW
HW-R
GV
GW
PD
V
W
TW
2"
( E )
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
NEW PUBLIC WORKS
FACILITY507 BUCK ISLAND RD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
09/13/2019
PLUMBING
LEGEND
P000
RJH
SH
SH
2170808
BIDDING
1 10/4/19 ADDENDUM 1
1
11.3 12.3
13
13.1 158.5 9.4 10.3
A.1
B
C
D
A
B.2
14
9 10 11 12
B.8
C.5
4" FCO
2" GV UP
2" GV UP
2" V UP
2" V UP
2" V UP4" W UP
2" V UP
2" W UP
2" W UP
2" W UP
2" V UP
2" V UP
2" V UP
2" V UP
4" W UP
4" FCO
4" W UP
4" W UP
2" W UP
P-6
FD-1
4" FCO
FD-1
FD-1
FD-1
P-5
P-5
4" FCO
4" W2" W4" W 4" W4" W4" W4" W
4" W2" W
FD-1
P-5
FD-2
FD-2
FD-24" GW
4" GW
4" GW4" GW4" GW4" GW
2" GW
2" GW 2" GW UP
2" GW UP
2" W UP
P-5
2" GW
2" GW UP
2" W UP
2" W UP
2" W UP
2" W UP
2" W UP 2" WP-1
0' 8'16'32'
SCALE: 1/16" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW PUBLIC WORKS
FACILITY507 BUCK ISLAND RD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
09/13/2019
PLUMBING
UNDERSLAB PLAN
- ADMIN
P100A
RJH
SH
SH
2170808
BIDDING
1/8" = 1'-0"P100A
1 UNDERFLOOR PLUMBING PLAN
1 10/4/19 ADDENDUM 1
1
UP
5
8
11.3 12.3
13
13.1 158.5 9.4 10.3
6
D
I.1
7
J
6.5
E
G
H
F
I
14
8.2 9 10 11 12
3" CW UP
FS-1
FS-1
FS-1
4" GW
4" FCO
2" GV UP
2" GV
2" GV
4" GW
TD-5
TD-4
TD-3
TD-2
TD-1
6" GW4" GW 4" GW 4" GW
2" GV UP
4" FCO
2" GV
4" GW
TD-5
TD-4
TD-3
TD-2
TD-1
4" FCO
4" FCO
PROVIDE RUNNING
TRAP WITH TRAP
PRIMER AND (2) 4" FCO
TD-2TD-4TD-6TD-8TD-2 TD-4
TD-5
TD-6
TD-3TD-1 TD-7 TD-7 TD-5 TD-3 TD-1
TD-8
CB-14" GW4" GWINV. 17.08
4" W 4" W4" W4" W4" W
2" V UP
4" FCO
2" V UP 2" V UP
4" W
4" W
4" W4" W
4" GW UP
4" FCO
4" FCO
4" GAS PLUMBING CONTRACTOR TO
CONNECT TO UTILITY PROVIDED BY
GAS SURVICE
PLUMBING CONTRACTOR TO EXTEND
PIPE 10'-0" FROM BUILDING. GENERAL
CONTRACTOR TO EXTEND PIPE TO
SEPTIC SYSTEM.
REFER TO CIVIL DRAWINGS FOR MORE
INFORMATION
4" GW
FD-2
4" BACKWATER
VALVE
4" RUNNING TRAP
W/ CLEANOUTS
4" GW
4" BACKWATER
VALVE
4" RUNNING TRAP
W/ CLEANOUTS
4" BACKWATER
VALVE
4" RUNNING TRAP
W/ CLEANOUTS
4" BACKWATER
VALVE
4" RUNNING TRAP
W/ CLEANOUTS
4" BACKWATER
VALVE
4" RUNNING TRAP
W/ CLEANOUTS
FD-2 FD-2 FD-2 FD-2
2" V UP
FS-1
4" W
10' - 0"
4" FCO4" FCO
4" G UP
4" FCO
PLUMBING CONTRACTOR TO EXTEND
PIPE 10'-0" FROM BUILDING. GENERAL
CONTRACTOR TO EXTEND PIPE TO
SEPTIC SYSTEM.
REFER TO CIVIL DRAWINGS FOR MORE
INFORMATION
4" FCO10' - 0"1
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW PUBLIC WORKS
FACILITY507 BUCK ISLAND RD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
09/13/2019
PLUMBING
UNDERSLAB PLAN
- VEHICLE
STORAGE
P100B
RHB
SH
SH
2170808
BIDDING
1/8" = 1'-0"P100B
1 UNDERFLOOR PLUMBING PLAN
1 10/4/19 ADDENDUM 1
1 2 3 4 5 86
L
I.1
7
K
J
6.5
I
6" GW TO RECLEMATION TANK.
SEE SUMP DRAIN DETAIL ON
P501. COORDINATE FINAL SUMP
LOCATION WITH G.C. AND
STRUCTURAL DRAWINGS.
RECLEMATION TANK BY GENERAL
CONTRACTOR. COORDINATE INVERTS
WITH INDUSTRIAL CONTRACTOR
RECLEMATION TANK SUBMITAL.
INV. 17.52
3" GV UP
FD-2 FD-2
FD-2
FD-2
3" GV UP
3" GV UP
4" GV UP
3" GV UP
6" FCO
6" FCO
3" GV UP
6" GW
6" GW 6" GW
4" W
4" GW4" GW
6" GW3" GV
3" GV3" GV3" GV
4" GV
4" GW 4" GW 4" GW 4" GW
4" GW
4" GW
4" GW
FD-2 FD-2 FD-2 FD-2
4" FCO4" W4" FCO
2" GW UP
INV. 15.01 +/-
4" GV UP
4" GV UP
6" GW TO OWS WITH 6" INLET.
SEE OIL WATER SEPARATOR
DETAIL ON P502. COORDINATE
FINAL LOCATION WITH G.C. AND
CIVIL DRAWINGS.
4" GV UP
6" GW TO TIGHT TANK. TIGHT TANK BY
G.C. AND INDUSTRIAL CONTRACTOR TO
PROVIDE AND INSTALL LEVEL SWITCHES
AND ALARMS. PLUMBING CONTRACTOR
TO MAKE GW AND GV CONNECTIONS. 4" GV4" GV4" GV4" TIGHT TANK GV SHALL
RUN INDEPENDENT
THROUGH ROOF.
4" OWS GV SHALL RUN
INDEPENDENT THROUGH
ROOF.
4" GW
6" GW
FS-1
3" GV UP
2" GV UP
6" FCO
4" W UP
2" PW, PUMP BY INDUSTRIAL LIFT
CONTRACTOR. PROVIDE CHECK
VALVE IN VERTICAL AT LIFT PIT.
2" PW, PUMP BY INDUSTRIAL LIFT
CONTRACTOR. PROVIDE CHECK
VALVE IN VERTICAL AT LIFT PIT.
1" CA TO LIFT CONSOLE.
COORDINATE FINAL
LOCATION WITH G.C. AND
INDUSTRIAL EQUIPMENT
CONTRACTOR.
LOCATE FD UNDER
EMERGENCY
SHOWER
6" FCO
TD-1 TD-2 TD-3
TD-1
TD-2
TD-3
TD-4
TD-5
TD-4
TD-5
1/2" CA
1/2" CA
1/2" CA
1" CA
4" GV UP
2" GW UP2" GW
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW PUBLIC WORKS
FACILITY507 BUCK ISLAND RD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
09/13/2019
PLUMBING
UNDERSLAB PLAN
- SHOPS
P100C
RHB
SH
SH
2170808
BIDDING
1/8" = 1'-0"P100C
1 UNDERFLOOR PLUMBING PLAN
1 10/4/19 ADDENDUM 1
1
1
PF9
9
10
10
A.1 A.1AA
B.2 B.2
8.5
8.5
9.8
9.8
10.3
10.3
B.8 B.8
D D
C C
B B
8.9
8.9
FD-2
11.3 12.3
13
13.1 158.5 9.4 10.3
A.1
B
C
D
A
B.2
14
9 10 11 12
B.8
C.5
FD-2
FD-2
P-5
P-3A P-3A
P-1P-1P101A
2
1/2" CA UP
1/2" CA UP
1/2" CA UP
1/2" CA UP
4" FCO
1 1/2" CW
2" V 1/2" H&CW
2" W
2" V
1/2" H&CW
2" W
2" V
1" CW
4" W
4" V UP
THROUGH ROOF
1" CW
3/4" HW-R 2" HW 3" CW
3" CW 2" HW3/4" HW-R
1/2" CW
1/2" CW
1/2" HW
1/2" HW 2" V
1/2" H&CW
2" W
2" V
P-5
1/2" HW
2" V
1/2" CW
4" FCO
P-3A
P-3A
4" FCO
P-1
P-5
P-5
4" FCO
1/2" H&CW
2" W
2" V
P-5
COMPRESSED AIR
WALL OUTLET (CAO-1)
SEE DETAIL ON P501.
2" GV UP
OB-2
OB-2 OB-2
1/2" CA UP
HB-1
P-3A
HB-1
1/2" CW
1/2" CW
1/2" CW
HB-1
1/2" CW
11.3 12.310.3
C
D
11 12
C.5
MEN'S LOCKER
ROOM
117
WOMEN'S LOCKER
ROOM
118
1/2" H&CW
2" W
2" V
(TYP 2)
P-5
2" V DN
2" V DN
FD-1 FD-1
3" V 3" V1/2" CW1/2" HW3/4" HW-R
2" HW
3" CW1/2" HW2" V1/2" CW3" V2" V2" V2" V2" V2" HW3/4" CW3" CW
3/4" HW-R
2 1/2" CW
1 1/2" HW
3/4" HW-R 3/4" HW-R
2" HW
3" CW1/2" CW1/2" HW2" V
3" V3" V2" V
2" V
2" V
2" V
1/2" CW
1/2" CW
2" HW3/4" HW-R3" CW2" V
FD-1
P-3B
1/2" H&CW
2" W
2" V
(TYP 2)
HB-1
P-2
3/4" CW
2" W
2" V
(TYP 2)
P-7
1/2" CW
2" W
2" V
P-1
1" CW
4" W DN
2" V
P-1
1" CW
4" W DN
4" V UP THROUGH ROOF
2" V
P-3B
1/2" H&CW
2" W
2" V
(TYP 2)
1/2" CW
HB-1
P-6
1/2" H&CW
2" W
2" V
(TYP 2)
P-1
1" CW
4" W DN
2" V
2" V DN
2" V DN
P-5
1/2" H&CW
2" W
2" V
1/2" CW
1/2" HW
FD-1
4" FCO
FD-1
4" FCO
GENERAL NOTE
1. TERMINATE EACH 1/2" COMPRESSED AIR (CA)
DROP WITH CAO-1 AS DETAILED ON P501 -
TYPICAL 6 LOCATIONS IN SHOP AREAS
0' 8' 16' 32'
SCALE: 1/16" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW PUBLIC WORKS
FACILITY507 BUCK ISLAND RD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
09/13/2019
PLUMBING FIRST
FLOOR PLAN -
ADMIN
P101A
RJH
SH
SH
2170808
BIDDING
1/8" = 1'-0"P101A
1 LEVEL 1 PLUMBING PLAN
1 10/4/19 ADDENDUM 1
2 10/7/19 ADDENDUM 2
1/4" = 1'-0"P101A
2 ENLARGED PLAN - LOCKER ROOM
2
UP
8
11.3 12.3
13
13.1 158.5 9.4 10.3
6
D
I.1
7
6.5
E
G
H
F
I
14
8.2 9 10 11 12
TD-1
TD-2
TD-3
TD-4
TD-5
TD-1 TD-3 TD-5 TD-7
TD-8
TD-7 TD-5 TD-3 TD-1
TD-1
TD-2
TD-3
TD-4
TD-5
3" DOMESTIC
WATER SERVICE.
3" WATER METER.
PRESSURE REDUCING
VALVE SET AT 80 PSI.
RPZ BACKFLOW PREVENTER
W/ ANTI-FLOOD VALVE
FS-1 FS-1
FS-1
GWH-1B
GHW-1A
2" V
2" V
3/4" HW-R
3" CW
2" HW
MIXING VALVE &
RECIRC PUMP
CB-1
4" FCO
4" FCO
TD-6 TD-4 TD-2TD-8TD-6TD-4TD-2
4" FCO
4" FCO
4" FCO
2" V DN
4" FCO
2" HW 3/4" HW-R
2" CW
FS-1
4" G 4" GWH4" GWH
4" GWH UP
4" GWH UP
4" FCO
4" FCO
2" GV UP
4" FCO
4" FCO
4" G DN 4" G2" GV UP
2" GV UP
4" FCO
4" FCO
4" FCO
2" GV UP 4" FCO
4" FCO
2" GV UP 4" FCO
4" FCO
2" GV UP 4" FCO
4" FCO
2" GV UP
2"2" TYPE K COPPER TO IRRIGATION SYSTEM
10'-0" FROM BUILDING. LANDSCAPE TO
PROVIDE SYSTEM 10'-0" FROM BUILDING
10' - 0"
1/2" CA UP AND 1/2" CA DN
TO HOSE REEL (CAO-2)
2
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW PUBLIC WORKS
FACILITY507 BUCK ISLAND RD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
09/13/2019
PLUMBING FIRST
FLOOR - VEHICLE
STORAGE
P101B
RJH
SH
SH
2170808
BIDDING
1 10/4/19 ADDENDUM 1
2 10/7/19 ADDENDUM 2
1/8" = 1'-0"P101B
1 LEVEL 1 PLUMBING PLAN
1
1
PF1 2 3 4 5 86
L
I.1
7
K
J
6.5
I
8.2
P-1
TMV-1 P-3A
1/2" CA UP
1/2" CA DN
1/2" CA UP
1/2" CA UP
1/2" CA DN
1/2" CA DN
1/2" CA DN
3/4" CA UP
1/2" CA DN
1/2" CA UP
1/2" CA UP
1" CA UP
6" FCO
4" FCO
FD-2
6" FCO
FD-2FD-2 FD-2 FD-2
FD-2
4" FCO
FD-2
FD-2
FD-2
1-1/2" HOSE
CONNECTION AT
INTERIOR AND
EXTERIOR. SEE
DETAIL ON P501
PLUMBING CONTRACTOR TO PROVIDE
2" RPZ BACKFLOW PREVENTER.
PIPING BEYOND RPZ VEHCLE WASH
EXPOSED CAST
IRON PIPING IN
THE AREA SHALL
BE INSULATED AND
PVC JACKETED.
HYD-1
HB-1
2" CW UP
2" CW UP
1/2" CW
2" RPZ
3" GV UP
4" GV UP
6" FCO
1/2" CA DN
1/2" CA UP
CAO-1
P-3A
EACH DROP IN FLUIDS ROOM PROVIDE A
MOTORIZED BALL VALVE AND FUSABLE
HEAT ACTIVATED VALE.
MOTORIZED BALL VALVE AND FUSABLE HEAT
ACTIVATED VALVE PROVIDED BY INDUSTRIAL
CONTRACTOR AND INSTALLED BY PC.
TIMER SHALL BE MOUNTED AT 5'-0" AFF
(COORDINATE LOCATION WITH ELECTRICAL)
ASCO SOLENOID SHUT OFF VALVE, SERIES 8210,
BRASS BODY, 120 V (COORDINATE TIMER AND
POWER WITH ELECTRICAL)
1/2" CA UP
1/2" CA UP 1/2" CA UP
2" GV UP
1/2" CA 1/2" CA 1/2" CA 4" GV UP
4" GV UP
4" GV UP
4" FCO 3" GV UP
1/2" CA DN
3" GV UP
4" GV UP
P-9
GENERAL NOTE
1. TERMINATE EACH ½”COMPRESSED AIR (CA)
DROP WITH A CAO-1 AS DETAILED ON P501 -
TYPICAL 10 LOCATIONS IN DPW & POLICE
DEPARTMENT VEHICLE MAINTENANCE
AREAS.
2. PROVIDE A FILTER AND REGULATOR ON THE
1”COMPRESSED AIR (CA) DROP FOR THE
UNDERGROUND VEHICLE LIFT PRIOR TO
RUNNING COMPRESSED AIR
UNDERGROUND.LOCATE FILTER AND
REGULATOR ON WALL.
3. EXTEND 5 -2”VENTS FROM FLUID STORAGE
TANKS IN RM 138 UP THROUGH ROOF FOR
TANK VENTING.TRANSITION EACH VENT TO
3”VENT PIPE 2’-0”BELOW ROOF LINE AND
VENT THRU ROOF.COORDINATE TANK
LOCATIONS WITH EQ1.01.
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW PUBLIC WORKS
FACILITY507 BUCK ISLAND RD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
09/13/2019
PLUMBING FIRST
FLOOR
MAINTENANCE
SHOP
P101C
RHB
SH
SH
2170808
BIDDING
1/8" = 1'-0"P101C
1 LEVEL 1 PLUMBING PLAN 1 10/4/19 ADDENDUM 1
2 10/7/19 ADDENDUM 2
1
1
2
9
9
10
10
A.1 A.1AA
B.2 B.2
8.5
8.5
9.8
9.8
10.3
10.3
B.8 B.8
D D
C C
B B
8.9
8.9
11.3 12.3
13
13.1 158.5 9.4 10.3
A.1
B
C
D
A
B.2
14
9 10 11 12
B.8
C.5
1/2" CA DN
1/2" CA DN
1/2" CA DN
1/2" CA DN
1/2" CA DN
3/4" HW-R DN
1 1/2" HW DN
2 1/2" CW DN
1/2" CA
1/2" CW 1/2" HW
1" HW-R
1" CA3/4" CW1/2" HW1" HW-R1/2" HW1/2" CW
1/2" CA
1/2" CW DN
1/2" HW DN
1/2" CW DN
1/2" CA
1/2" CA 2 1/2" CW 1 1/2" HW 3/4" HW-R
1" HW-R
1 1/4" HW2 1/2" CW
1" CA
2" GV
2" GV
2" GV DN
4" GV UP
2" GV DN
2" GV
2" GV
1/2" HW DN
2" GV DN
1/2" CW DN
2" GV DN
1/2" CW1/2" HW
2" GV
1/2" CA UP
1/2" CW
1/2" CW DN
1/2" HW DN
2" GV DN
1/2" CW DN
1/2" CW 1/2" CW DN
0' 8' 16' 32'
SCALE: 1/16" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW PUBLIC WORKS
FACILITY507 BUCK ISLAND RD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
09/13/2019
PLUMBING
MEZZANINE -
ADMIN PLAN
P102A
RJH
SH
SH
2170808
BIDDING
1/8" = 1'-0"P102A
1 LEVEL 2 PLUMBING PLAN
8
8
6
6
8.2
8.2
I.1 I.1II
6.5
6.5
9
9
10
10
8.5
8.5
9.8
9.8
10.3
10.3
D D
8.9
8.9
8
11.3 12.3
13
13.1 158.5 9.4 10.3
6
D
I.1
7
6.5
E
G
H
F
I
14
8.2 9 10 11 12
1" CA
2 1/2" CW
1 1/4" HW
1" HW-R
1" CA2 1/2" CW1 1/4" HW4" V UP
4" GV UP
AC-1
4" GWH UP
4" GWH UP
1/2" CA DN
2
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW PUBLIC WORKS
FACILITY507 BUCK ISLAND RD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
09/13/2019
PLUMBING
MEZZANINE -
VEHICLE
MAINTENANCE
P102B
RHB
SH
SH
2170808
BIDDING
1/8" = 1'-0"P102B
1 LEVEL 2 PLUMBING PLAN
2 10/7/19 ADDENDUM 2
1 2 3 4 5 86
L
I.1
7
K
J
6.5
I
8.2
1/2" CA DN
1/2" CA DN
1 1/4" CA
1/2" CA DN
1/2" CA DN
1/2" CA DN
1" CA DN
2" V UP
3/4" CA UP
4" GV UP
4" GV UP
4" GV UP
1/2" CA DN
1/2" CA DN 1/2" CA DN 1/2" CA DN
1/2" CA DN
3" GV UP
3" GV UP
3" GV UP
4" GV UP
3" GV UP
2" CW UP
1/2" CA DN
1/2" CA DN
1/2" CA DN
2" V UP
1/2" HW DN
1/2" CW DN
1" CW DN
1" HW DN
4" V UP
1/2" CW DN
1/2" HW DN
1" CW DN
4" GV UP
1 1/4" CA
1 1/4" CA
1/2" CA DN
21/2" CA DN
TO COA-1
2
½”CA DROP DOWN TO A CAO-1 ON
INSIDE OF WASH BAY AND EXTEND ½”
QUICK CONNECT COUPLING THRU
WALL AND TERMINATE OUTSIDE AT
KNOCKDOWN PAD
2
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW PUBLIC WORKS
FACILITY507 BUCK ISLAND RD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
09/13/2019
PLUMBING
MEZZANINE -
MAINTENANCE
PLAN
P102C
RJB
SH
SH
2170808
BIDDING
1/8" = 1'-0"P102C
1 LEVEL 2 PLUMBING PLAN 1 10/4/19 ADDENDUM 1
2 10/7/19 ADDENDUM 2
1
1 2 3 4 5
8
11.3 12.3
13
13.1 158.5 9.4 10.3
6
A.1
B
C
D
L
I.1
7
K
J
6.5
E
G
H
F
I
A
B.2
14
8.2 9 10 11 12
B.8
C.5
4" GWH UP
4" GWH UP
4" V UP
4" GV UP
4" GV UP
4" GV UP
4" V UP
2" V UP
2" V UP
3" GV UP
4" GV UP
3" GV UP
3" GV UP
3" GV UP
4" GV UP
4" GV UP
4" V UP
4" V UP
4" GV UP
0' 8' 16' 32'
SCALE: 1/16" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW PUBLIC WORKS
FACILITY507 BUCK ISLAND RD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
09/13/2019
PLUMBING ROOF
PLAN
P103
RJH
SH
SH
2170808
BIDDING
1/16" = 1'-0"P103
1 Overall-Plumbing Plan-Roof
1 10/4/19 ADDENDUM 1
1
SSS6" DIRT LEG
COORDINATE MOUINTING
HEIGHT WITH ARCH.
WALL
1/2" RISER
BALL VALVE &
UNION
FINISH
FLOOR
AIR HOSE REEL
ASSEMBLY
REGULATOR/FILTER/ LUBRICATOR/
PRESS. GAUGE WITH DRAIN VALVE.
STRAP RISER TO WALL
@ 48" O.C., BUT NOT LESS
THAN TOP, BOTTOM &
CENTER
COMPRESSED
AIR MAIN
WALL
COMPRESSED
AIR MAIN
STRAP RISER TO WALL @
48" O.C., BUT NOT LESS
THAN TOP, BOTTOM &
CENTER
REGULATOR/FILTER/
LUBRICATOR/ PRESS. GAUGE
WITH DRAIN VALVE.
1/2" QUICK CONNECT COUPLING (CONFIRM
WITH OWNER PRIOR TO PURCHASE)
FINISHED
FLOOR
6" DIRT LEG
BALL VALVE
& UNION 42"1/2" RISER
PROVIDE PLUG AT
THIS
HUB IF PIPE DOES
NOT
CARRY THRU
VARIES AS REQUIRED
BY
PIPE INVERT
COVER PLATE
MIXING VALVE
FLOW SWITCH
WALL BRACKET
INLET
PLUGGED NIPPLE
EYEWASH DRAIN
FLANGE WITH 3 BOLT HOLES
ANCHOR WITH EXPANSION BOLTS
EYE-FACE WASH WITH
STAINLESS STEEL BOWL
DELUGE HEAD
1" BALL VALVE
7'-0"FLOW ALARM
ANNUNCIATOR
HW
SUPPLY CW SUPPLY
BALL VALVE WITH
MEMORY STOP AND
LABELING TO PREVENT
UNAUTHORIZED
SHUT-OFF
EYEWASH VALVE
NOTE:
1. PROVIDE A LOOSE-KEY LOCKSHIELD TYPE SHUT-OFF VALVE IN DOMESTIC WATER SUPPLY DROP TO
EYEWASH. LABEL VALVE TO PREVENT UNAUTHORIZED SHUT-OFF.
EYEWASH DRAIN
EYEWASH
VALVE
PLUGGED NIPPLE
EYE-FACE WASH
WITH STAINLESS
STEEL BOWL
NOTE:
1. PROVIDE A LOOSE-KEY LOCKSHIELD TYPE SHUT-OFF VALVE IN DOMESTIC
WATER SUPPLY TROP TO EYEWASH STATION. LABEL VALVE TO PREVENT
UNAUTHORIZED SHUT-OFF.
2. PROVIDE WITH MANUFACTURER'S WALL MOUNTING BRACKET.
SEE PLANS
FOR SIZE
ABOVE FLOOR40"HOSE BIBB
WALL SUPPORT BRACKETS AT 48" O.C.
MIN. BUT NOT LESS THAN TOP, BOTTOM
AND CENTER.
SHUT-OFF VALVE
FLOOR DRAIN
FLOOR SLAB
PVC SLEEVE
TRAP PRIMER VALVE
TRAP SEAL PRIMER
CONNECTOR
BRANCH WATER LINE
DOMESTIC WATER LINE
TRAP PRIMER
NOTES:
PROVIDE 12X12 ACCESS PANEL IN PLUMBING WALLS FOR SERVICING
OF TRAP PRIMER VALVES.
TRAP SEAL PRIMER
DISTRIBUTION UNIT
1/2" DOMESTIC
WATER LINE
1/2" TRAP PRIMER LINE
TO FLOOR DRAIN
FLOW
FLOOR
WALL
CLEANOUT PLUG
30"
SEAL
HUB
PIPE
USE LONG SWEEP ELL AND 45
WHEN CO OCCURS AT END OF
LINE.
SPIGOT
WALL ACCESS COVER
AND FRAME
PIPE
HIGH DENSITY
INSULATION
INSERT OR WOOD
BLOCK SEE
SPECIFICATIONS
CLEVIS HANGER
INSULATION
PIPE RING HANGER
GALVANIZED
STEEL SHIELD
16 GA. GALVANIZED SHEET
METAL INSULATION
PROTECTION SHIELD-12"
MIN. LENGTH ON PIPE
BELOW 60° F
CALCIUM SILICATE
INSULATION ON
INSUL. PIPE TO 4" SIZE
SUPPORT NUT
LOCKING NUT
PIPE
INSULATION
ALL THREAD
HANGER ROD.
SUPPORT
FROM
STRUCTURE*
* PROVIDE CONCRETE INSERTS OR FASTEN TO TOP
CHORDS AT BAR JOISTS OR OTHER STRUCTURAL
BEAMS. DO NOT FASTEN TO ROOF DECK OR JOIST
BRIDGING.
BOLT PIPE ROLLERS
TO CHANNEL
ROLLER AND STAND ON
PIPING ABOVE 60° F
SUPPORT
CHANNEL OR
ANGLE
STEEL PIPE SHOE ON
PIPES ABOVE 4" SIZE
(12" MIN LENGTH)
WELD
PIPE
INSULATION
UNINSULATED PIPE
FAUCET SOAP DISPENSER
COUNTERTOP (BY OTHERS)
P-TRAP
STOP (TYP.)
NOTES
1. REFER TO PLUMBING FIXTURE SCHEDULE FOR SINK.
1/4"CW
GRATE
HOLD HORIZONTAL DRAIN,
VENT AND / OR WATER PIPING.
2" AIR GAP
FINISHED FLOOR, VERIFY FLOOR
COVERING THICKNESS
INTERNAL DOME
STRAINER
CONCRETE SUMP
BY STRUCTURAL
OPEN GRATE BY
STRUCTURAL
PROVIDE TRAP
WITH "SURE-SEAL"
TRAP SEAL.
MIN. 6" RISE
FROM TRAP.
TEE FITTING.
CLEANOUT PLUG.
CONCRETE
6" SAN. SUMP
DISCHARGE
SEAL AROUND PIPE
VENT TO
CLOSET
WALL.
CW AND HW SUPPLY PIPING,
SEE PLANS FOR SIZING.
ISOLATION BALL
VALVES
(TYPICAL)
BALANCING VALVE
(TYPICAL)
CW AND HW SUPPLY, HWR RETURN PIPING,
SEE PLANS FOR SIZING.
FASTENERS FOR ATTACHING MEP EQUIPMENT
HANGERS TO ROOF PURLIN FRAMING (SIM TO
"SAMMYS SIDEWINDERS") TO BE FURNISHED &
INSTALLED BY SPECIFIC MECH, ELECT, PLUMB OR
FP SUB-TRADE, TYP.
GENERAL NOTES:
1. ALL MECHANICAL, ELECTRICAL, PLUMBING & FIRE-PTROTECTION (MEP/FP), ETC. SUB-TRADES SHALL PROVIDE AND INSTALL ALL SUPPLEMENTAL
STEEL SUPPORTS, ANGLES, STRUTS, CLIPS, ATTACHMENTS, ETC. AS NECESSARY FOR THE COMPLETE INSTALLATION AND SUPPORT OF ALL
BUILDING MEP/FP SYSTEMS.
2. ALL MEP/FP SUB-TRADES SHALL SIZE ALL SUPPORTS, ANGLES, CONNECTORS, ETC, AS REQUIRED TO SUPPORT THE LOADS OF THE SUSPENDED
SYSTEMS AND SHALL COORDINATE SIZES AND LOCATIONS, AND SHALL OBTAIN APPROVAL FROM THE METAL BUILDING MANUFACTURER.
3. ALL FASTENERS, COUPLINGS, ANGLES, ETC. ATTACHED TO THE BUILDING ROOF PURLIN FRAMING ABOVE THE BOTTOM OF THE PURLIN, TO BE
INSTALLED PRIOR TO INSTALLATION OF THE CEILING FABRIC LINER. SUSPENDED SUPPORTS INSTALLED BELOW THE BOTTOM OF THE PURLIN
FRAMING TO BE INSTALLED FOLLOWING INSTALLATION OF THE CEILING LINER. GENERAL CONTRACTOR SHALL COORDINATE THE SEQUENCE AND
INSTALLATION OF THE WORK.
4. ALL EQUIPMENT LOADS/ REACTIONS IMPOSED ON THE METAL BUILDING FRAMING TO BE REVIEWED AND APPROVED BY THE METAL BUILDING
MANUFACTURER. ALL SUPPLEMENTAL BUILDING FRAMING MEMBERS, AS REQUIRED TO SUPPORT MECHANICAL/ ELECTRICAL/ FIRE PROTECTION
EQUIPMENT, AS DETERMINED BY THE PREFABRICATED METAL BUILDING DESIGN, IN CONSIDERATION OF ALL EQUIPMENT-IMPOSED LOADS TO THE
BUILDING, TO BE PROVIDED BY METAL BUILDING MANUFACTURER.
ALL EQUIPMENT HANGERS, SUPPORTS, STRUTS,
ANGLES, FASTENERS, CLIPS, ETC. AS REQUIRED TO
SUPPORT/ SUSPEND ALL MEP/FP EQUIPMENT,
DUCTWORK, PIPING, CONDUIT, AND ALL OTHER
MATERIALS AS REQUIRED FOR THE COMPLETE
INSTALLATION OF MEP/FP SYSTEMS, TO BE PROVIDED
BY EACH SPECIFIC MEP/FP SUB-TRADE ASSOCIATED
WITH THE WORK, TYP.
STEEL ANGLE AND ATTACHMENT TO
ROOF PURLINS BY SPECIFIC MEP/FP
SUB-TRADES ASSOCIATED WITH
THE WORK, TYP. (INSTALLATION
PRIOR TO INSTALLATION OF FABRIC
CEILING LINER).
ROOF PURLIN FRAMING BY
METAL BUILDING
MANUFACTURER, TYP
FABRIC CEILING INSTALLED
FOLLOWING INSTALLATION OF ALL
MEP/FP EQUIPMENT HANGER
COUPLINGS, GC TO COORDINATE THE
WORK
STEEL ANGLES AND
ATTACHMENTS BELOW
BOTTOM OF PURLINS
BY SPECIFIC MEP/FP
SUB-TRADES
ASSOCIATED WITH THE
WORK, FOLLOWING
INSTALLATION OF
FABRIC CEILING LINER,
TYP.
FABRIC
CEILING
LINER
ALL EQUIPMENT HANGERS,
SUPPORTS, STRUTS,
ANGLES, FASTENERS, CLIPS,
ETC.TO BE PROVIDED BY
EACH SPECIFIC MEP/FP SUB-
TRADE ASSOCIATED WITH
THE WORK, TYP.
ROOF
PURLIN
ROOF
PURLIN
EQUIPMENT HANGER COUPLING:
NOTE, BOTTOM OF COUPLING TO BE
INSTALLED 1/16" +/-BELOW BOTTOM
OF ROOF PURLIN FRAMING, AS
REQUIRED TO INSTALL THREADED ROD
HANGER THROUGH FABRIC CEILING
GA. OF STEEL
1/2 OF A1/2 OF A
A
CL
24"ABOVE 6"14
SHIELD SCHEDULE
INSULATION
5" & 6"
UP TO 4"
PIPE SIZE
12"
18"
DIM. A
18
16
LOCKNUT
CL
INSULATION
PIPING
INSULATION SHIELD
SEE SCHEDULE
BALL VALVES
WATTS, B6400, BRONZE, 2-PIECE, STANDARD
PORT, THREADED END, LOCKABLE HANDLE
WITH PADLOCK. ALT. ACCEPTABLE
MANUFACTURERS:NIBCO, MILWAUKEE,
APOLLO
2" BACKFLOW
PREVENTER, WITH
UNION CONNECTIONS
AND BALL VALVE
SHUT-OFFS
NOTES:
2" BACKFLOW PREVENTER
WATTS, #009, FULLY ASSEMBLED TEST VALVE
COCKS, MEETS ALL ASSE, CSA AND AWWA
REQUIREMENTS. ALT. ACCEPTABLE
MANUFACTURERS: ZURN, FEBCO AND APOLLO.
TO
FLOOR
HEIGHT AS REQUIRED TO
CLEAR OBSTRUCTIONS
AND EQUIPMENT
MAX. 36" ABOVE
FINISHED FLOOR
WATER
LINE-SEE
FLOOR
PLANS
2"CW
EXTERIOR WALL
BALL VALVES
AND UNIONS 1-1/2"CW
SEAL
PENTRATION
WATERTIGHT
NOTE:
PIPING CONFIGURATION SHOWN IS FOR
PIPING DETAIL ONLY. ACTUAL PIPING
LAYOUT, SEE FLOOR PLANS AND
COORDINATE WITH ARCHITECTURAL
DRAWINGS.
2"CW RUN AT
ROOF DECK
HOSE
ADPATER
BALL VALVE
3/4" DRAIN
VALVE
HOSE ADAPTER FITTING
MOON AMERICAN, BRASS, PIN LUG SWIVEL
FEMALE TO MALE CONNECTIONS, 1.5 NH-
SW-Fx1.5 NPT (VERIFY CONNECTION
THREADS WITH TOWN HOSES FOR
COMPATIBILITY) ALT. ACCEPTABLE
MANUFACTURERS, ELKHART AND MUELLER.
PROVIDE CLEVIS HANGERS, WALL SUPPORTS OR
FLOOR STANDS AS REQUIRED FOR PIPING
MEZZ
HOSE
ADPATER
3'-0"CONCRETE HOUSEKEEPING
PAD
N.O.
(TYPICAL)
CONNECTION
FLEXIBLE
UNION
(TYPICAL)
(TYPICAL)
AIR FILTER
FINISHED FLOOR
(TYPICAL)
OIL COALESCING FILTER
N.O.
PRESSURE REGULATOR
(TYPICAL)
PRESSURE GAUGE
(TYPICAL)1"BYPASS
(TYPICAL)
1-1/4" COMPRESSED
AIR MAIN, REFER TO
FLOOR PLANS FOR
CONTINUATION.
MASON INDUSTRIES VIBRATION
ISOLATION-"SLF" MOUNTINGS WITH
A CONCRETE FILLED "K" BASE
SELECTED AND SIZED BY
MANUFACTURER
N.C.
DRAIN VALVE
AUTOMATIC
FLOOR DRAIN
AND PIPING TO
AIR
COMPRESSOR
AC-1
AIR
COMPRESSOR
REFRIGERATED
AIR DRYER
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
NEW PUBLIC WORKS
FACILITY507 BUCK ISLAND RD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
09/13/2019
PLUMBING
DETAILS I
P501
RJH
SH
SH
2170808
BIDDING
N.T.S.12 COMPRESSED AIR HOSE REEL DETAIL (CAO-2)
N.T.S.11 COMPRESSED AIR WALL OUTLET (CAO-1)
N.T.S.8 CLEAN OUT AND PLUGGED RISER
N.T.S.5 EMERGENCY EYEWASH PIPING DETAIL
N.T.S.3 INTERIOR HOSE BIBB PIPING RISER
N.T.S.6 TRAP PRIMER DETAIL
N.T.S.4 WALL CLEAN OUT DETAIL
N.T.S.2 INSULATED PIPE AT HANGER DETAIL
N.T.S.1 TRAPEZE PIPE HANGER DETAIL
N.T.S.7 KITCHEN SINK CONNECTION DETAIL
N.T.S.9 FLOOR SINK
N.T.S.13 VEHICLE WASHBAY SUMP WASTE PIPING
N.T.S.10 TYP BRANCH PIPING DETAIL
N.T.S.15 ROOF PURLIN
N.T.S.16 PIPE HANGER/SHIELD DIAGRAM
N.T.S.17 KNOCK DOWN PAD HOSE DETAIL
N.T.S.14 HORIZONTAL AIR COMPRESSOR DETAIL AND PIPING
NOTE: ASSEMBLY IN SUMP
TO BE INSTALLED PARALLEL
TO WALL OF SUMP
INTERCEPTOR SIZE
INLET A B C
4"3'-6"3'-0"2'-6"
5"
3'-6"∅5'-0"4'-0"
3'-6"x3'-6"4'-0"3'-0"
4'-0"∅3'-6"3'-0"
4'-0"x4'-0"3'-0"2'-6"
4'-6"∅3'-0"2'-6"
6"
4'-0"∅5'-0"4'-6"
4'-0"x4'-0"4'-0"3'-6"
4'-6"∅4'-0"3'-6"
4'-6"x4'-6"3'-6"3'-0"
5'-0"∅3'-6"3'-0"
5'-0"x5'-0"3'-0"2'-6"
8"
5'-0"∅6'-0"5'-0"
4'-6"x4'-6"4'-6"4'-0"
6'-0"∅4'-0"3'-6"
6'-0"x6'-0"3'-0"2'-6"
6'-6"∅3'-6"3'-0"
6'-6"x6'-6"3'-0"2'-6"
24" DIA. C.I. HEAVY
DUTY FRAME &
COVER W/CENTER HOLE
4" VENT TO ROOF
INDEPENDENTLY
1/8 LONG
BEND
6"OUTLET TO
TIGHT TANK
C.I. TEE
SEE PLAN
DRAWINGS
FOR INVERT.
EXTRA HEAVY
C.I. PIPE
6" EXTRA HEAVY
C.I. INLET
FINISHED GRADE
WATER LEVEL
WROUGHT
IRON STEPS
8"4"2" MAX
ACBSEE PLAN
DRAWINGS
FOR INVERT.
DESIGN BASED ON 6" INLET INTERCEPTOR. FOOTING
DEPTHS COORDINATED WITH "OWS" LOCATIONS.
DEVIATION FROM BASIS OF DESIGN WILL REQUIRE
ADDITIONAL COORDINATION AND SHALL BE THE
RESPONSIBILITY OF THE PLUMBING CONTRACTOR
MIN. 24" ABOVE ROOF LEVEL
MIN. 15"
BELOW ROOF
LEVEL
CONCENTRIC VENT FITTING BY WATER
HEATER MANUFACTURER (OR EQUAL
APPROVED BY HEATER MANUFACTURER)
VENT TERMINAL
PIPE FLASHING
4" SCHED. 40, SOLID CORE CPVC AIR INTAKE
PIPING -SEE FLOOR PLAN FOR GENERAL
ROUTING, PROVIDE MFG. APPROVED
TERMINATION CAPS.
CONDENSATE NEUTRALIZATION CANISTER
(BY WATER HEATER MFG.)
4" SCHED. 40, SOLID CORE CPVC FLUE
VENT PIPING -SEE FLOOR PLAN FOR
GENERAL ROUTING, PROVIDE MFG.
APPROVED TERMINATION CAPS.
WATER HEATER
3/4" CPVC CONDENSATE DRAIN TO
NEUTRALIZER CANISTER (PROVIDED BY
WATER HEATER MANUFACTURER)
MIN. 3" TRAP NOTE:
1. FITTINGS AND LENGTHS SHOWN DO NOT DEPICT ACTUAL
CONDITIONS. REFER TO FLOOR PLANS FOR PIPE RUNS AND
LOCATIONS.
2. PROVIDE PIPE HANGERS AT MAXIMUM 6'-0" INTERVALS.
3. PIPES TO BE LABELED AT 3'-0" INTERVALS AS "EXHAUST" OR
"AIR INTAKE".
1/2" CPVC CONDENSATE DRAINS
3/4" PVC TO FLOOR DRAIN
PROVIDE EQUAL
LENGTH MANIFOLDS
WATER
HEATER
HOUSEKEEPING PAD
WATER
HEATER
DRAIN VALVE
ROUTE RELIEF TO FD
TERMINATE 4" AFF
SHUT-OFF VALVE
UNION
RELIEF VALVE
AQUASTAT
CHECK VALVE
CIRCULATING PUMP
EXPANSION TANK
BALANCING VALVE
(TYPICAL EACH BRANCH)
CIRCULATING HOT
WATER BRANCH
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW PUBLIC WORKS
FACILITY507 BUCK ISLAND RD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
09/13/2019
PLUMBING
DETAILS II
P502
RJH
SH
SH
2170808
BIDDING
N.T.S.1 GAS OIL SAND SEPARATOR
N.T.S.2 GAS WATER HEATER VENTING DETAIL
N.T.S.3 WATER HEATER PIPING DETAIL - MULTIPLE
WATER HAMMER ARRESTOR SCHEDULE
SYMBOL
A SIOUX CHIEF 652-A 1-11
MANUFACTURER MODEL FIXTURE UNITS
B SIOUX CHIEF 653-B 12-32
C SIOUX CHIEF 654-C 33-60
D SIOUX CHIEF 655-D 61-113
E SIOUX CHIEF 656-E 114-154
F SIOUX CHIEF 657-F 155-330
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
NEW PUBLIC WORKS
FACILITY507 BUCK ISLAND RD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
09/13/2019
PLUMBING
SCHEDULES
P601
RJH
SH
SH
2170808
BIDDING
DOMESTIC FIXTURE SCHEDULE
ID DESCRIPTION MANUFACTURER MODEL QTY
MATERIAL
DESCRIPTION FINISH
TRIM FLOW FIXTURE FLUSH FIXTURE
WASTE
ROUGH-IN
PIPE SIZE
INDIRECT
WASTE
PIPE SIZE
VENT
PIPE
SIZE
COLD
WATER
ROUGH-IN
PIPE SIZE
HOT WATER
ROUGH-IN
PIPE SIZE SPECIFICATION REMARKSMANUFACTURER MODEL TYPE
MOTION SENSOR
CONTROL WATER FLOW
TIMER
DURATION
(SEC)
COLD
WATER
TEMP.
HOT
WATER
TEMP.
MAX. MIXED
WATER
TEMP.
VOL. PER
FLUSH
MIN. VOL.
PER FLUSH
HB-1 HOSE BIBB 7 CHICAGO FAUCET
CO
952-CP MANUAL No 2.50 GPM 0 40 °F 40 °F 1/2” INTERIOR HOSE BIBB WITH VACUUM BREAKER, 3/4" HOSE THREAD OUTLET, LOCK SHIELD CAP, AND
REMOVABLE "TEE" HANDLE. PROVIDE SHUTOFF VALVE IN COLD WATER SUPPLY AHEAD OF HOSE BIBB.
HYD-1 EXTERIOR WALL HYDRANT 1 WOODFORD 67 MANUAL No 2.50 GPM 0 40 °F 40 °F 3/4” NON-FREEZE TYPE WALL HYDRANT, WITH DOUBLE CHECK BACKFLOW PREVENTER, VALVE ON THE INSIDE OF
THE WALL, SPOUT WITH BACKFLOW PREVENTER, AND LOOSE KEY SOCKET ON THE OUTSIDE OF THE WALL.
MAKE ARRANGEMENTS WITH THE GENERAL CONTRACTOR TO PROVIDE THE NECESSARY RECESS IN THE
WALL. WHERE A RISER TO A WALL HYDRANT OCCURS IN AN OUTSIDE WALL THE CONTRACTOR SHALL
INSULATE THE CHASE WITH 2” STYROFOAM INSULATION ON ALL SIDES OF THE CHASE, EXCEPT THE INSIDE
WALL OF THE CHASE. PROVIDE SHUTOFF VALVE IN ACCESSIBLE LOCATION.
OB-2 ICE MAKER OUTLET BOX SIOUX CHIEF 696-G1010MF 3 ABS PLASTIC WHITE No 0.10 GPM 0 40 °F 40 °F 1/2” FULLY RECESSED ICE MAKER SUPPLY BOX WITH COVER. PROVIDE 1/4 TURN BALL VALVE AND WATER HAMMER
ARRESTOR IN BOX. PROVIDE A BACKFLOW PREVENTER CONCEALED IN WALL SPACE.
P-1 WATER CLOSET - WALL HUNG AMERICAN
STANDARD
AFWALL 7 WHITE VITREOUS
CHINA
WHITE SLOAN 111-1.28 MANUAL No 40 °F 40 °F 1.28 gal 1.28 gal 4” --- 2” 1” ELONGATED WALL HUNG WATER CLOSET, 1-1/2” TOP SPUD, WITH CHURCH 295CT ELONGATED OPEN FRONT
SEAT. MANUAL ACTIVATED FLUSHOMETER. SEE ARCH. PLANS FOR MOUNTING HEIGHT.
P-2 URINAL AMERICAN
STANDARD
WASHBROOK 2 WHITE VITREOUS
CHINA
WHITE SLOAN 186 MANUAL No 40 °F 40 °F 0.125 gal 0.125 gal 2” --- 1-1/2” 3/4” WALL HUNG URINAL WITH WASHOUT ACTION, TOP SPUD, SIZE 18” WITH INTEGRAL EXTENDED SHIELDS
SUPPORTED BY THROUGH GOING BOLTS AND C.P. NUTS. MANUAL ACTIVATED FLUSHOMETER. SEE ARCH.
PLANS FOR MOUNTING HEIGHT.
P-3A LAVATORY - WALL HUNG ADA AMERICAN
STANDARD
LUCERNE 8 WHITE VITREOUS
CHINA
WHITE CHICAGO FAUCET
CO
116.976.AB.1 ELECTRONIC 0.50 GPM 12 40 °F 120 °F 105 °F --- 2” --- 1/2” 1/2” WALL HUNG LAVATORY WITH BACKSPLASH, FAUCET HOLES ON 4” CENTERS. DECK-MOUNTED FAUCET WITH
SENSOR, WATER TURBINE POWER WITH VANDAL RESISTANT SPRAY, EXTERNAL ASSE 1070 COMPLIANT
THERMOSTATIC MIXING VALVE, GRID DRAIN, LOOSE KEY ANGLE STOPS AND SUPPLIES. INSUL
P-3B LAVATORY - COUNTER - ADA AMERICAN
STANDARD
CADET 4 WHITE VITREOUS
CHINA
WHITE CHICAGO FAUCET
CO
116.976.AB.1 ELECTRONIC Yes 0.50 GPM 12 40 °F 120 °F 105 °F --- 2” --- 1/2” 1/2” COUNTERTOP LAVATORY, SELF-RIMMING, FAUCET HOLES ON 4” CENTERS. DECK-MOUNTED FAUCET WITH
SENSOR, WATER TURBINE POWER WITH VANDAL RESISTANT SPRAY, EXTERNAL ASSE 1070 COMPLIANT
THERMOSTATIC MIXING VALVE, GRID DRAIN, LOOSE KEY ANGLE STOPS AND SUPPLIES. MOUNT AT ADA
COMPLIANT HEIGHT. INSULATE WATER AND WASTE TO MEET ADA REQUIREMENTS USING ADA INSULATION KIT.
P-5 SHOWER STALL AMERICAN
STANDARD
CADET 6 STAINLESS STEEL STAINLESS
STEEL
SYMMONS 96-1 MANUAL No 2.50 GPM 40 °F 120 °F 105 °F --- 2” --- 1/2” 1/2” TUB/SHOWER SYSTEM, ASSE 1016 COMPLIANT TYPE “T/P” THERMOSTATIC/PRESSURE BALANCING
COMBINATION MIXING VALVE WITH ADJUSTABLE STOP SCREW TO LIMIT HANDLE TURN. PROVIDE
MANUFACTURER'S FLOW RATE RESTRICTOR ON SHOWERHEAD. INSTALL ALL FIXTURES AND ACCESSORIES
PER
P-6 MOP SERVICE BASIN FIAT MSB-2424 1 MOLDED STONE WHITE FIAT 830-AA MANUAL No 1.00 GPM 0 47 °F 120 °F 105 °F --- 2” ---1/2” 1/2” MOP SINK SHALL HAVE 10" HIGH WALLS NOT LESS THAN 1" WIDE. STAINLESS STEEL DRAIN BODY WITH DOME
STAINER. PROVIDE WITH APPRORIATE DRAIN PIPE CONNECTOR. SEE SPECIFICATIONS FOR ADDITIONAL
INFORMATION.
P-7 WATER COOLER ELKAY EZS8WSSK 1 GALVANIZED STEEL STAINLESS
STEEL
CABINET
No 0.13 GPM 15 40 °F 40 °F 0 gal 0 gal 2” --- 1-1/2” 1/2” SINGLE LEVEL WALL HUNG WATER COOLER WITH BOTTLE FILLING STATION. THE UNIT SHALL BE COMPLETE
WITH CABINET, MOUNTING FRAME, SELF CLOSING EASY TOUCH SIDE AND FRONT PUSHBAR CONTROLS,
FLEXIGUARD SAFETY BUBBLER, REFRIGERATING SYSTEM, AIR COOLED, 120 VOLT, 60 CYCLE, SINGLE PHASE
POWER CONNECTION, FULLY AUTOMATIC, COMPLETE AND READY TO OPERATE.
P-9 SAFETY STATION GUARDIAN G1909SSH-GC 1 GALVANIZED POWDER
COATED
No 65 °F BARRIER FREE SAFETY STATION WITH WIDE AREA EYE/FACE WASH, PLASTIC SHOWER HEAD. PROVIDE WITH
FLOW SWITCH, FLOW SWITCH SHALL TIE-IN TO BMS ALARM.
TMV-1 TEMPERING VALVE GUARDIAN G3800LF 1 BRONZE BODY ROUGH
BRONZE
FINISH
--- --- --- No 20.00 GPM 900 47 °F 120 °F 65 °F 1" 1" TEMPERING MIXING VALVE CAPABLE OF DELIVERING 3-44 GPM. INTERNAL FAIL SAFE WILL FLOW 20 GPM COLD
WATER IN BY-PASS MODE.
Grand total: 42
FLOOR DRAIN SCHEDULE
ID DESCRIPTION MANUFACTURER MODEL QTY
MATERIAL DESCRIPTION
PRIMER
CONNECTION
WASTE VENT PRIMER
SPECIFICATION REMARKSDRAIN BODY STRAINER PIPE SIZE
PIPE
SIZE PIPE SIZE
CB-1 TRENCH DRAIN CATCH
BASIN
WATTS CB-2424 1 POLYPROPYLYNE DUCTILE IRON Yes SEE
PLANS
SEE
PLANS
1/2 in PRE-SLOPED TRENCH DRAINAGE SYSTEM WITH DUCTILE IRON FRAME AND POLYPROPYLYNE CHANNEL
FD-1 FLOOR DRAIN WATTS FD-100-A 5 EPOXY COATED
CAST IRON
NICKEL BRONZE Yes 2” 2” 1/2 in EPOXY COATED CAST IRON FLOOR DRAIN WITH ANCHOR FLANGE, REVERSIBLE CLAMPING COLLAR WITH
PRIMARY & SECONDARY WEEPHOLES, ADJUSTABLE ROUND HEEL PROOF NICKEL BRONZE STRAINER, AND NO
HUB OUTLET.
FD-2 FLOOR DRAIN WATTS FD-100-B 17 EPOXY COATED
CAST IRON
NICKEL BRONZE Yes 4” 2” 1/2 in
FS-1 FLOOR SINK WATTS FS-780 4 STAINLESS STEEL STAINLESS
STEEL
4” 2” 1/2 in 12" SQUARE X 6" DEEP 14 GAUGE TYPE 304 STAINLESS STEEL SANITARY FLOOR SINK WITH LOOSE SET CAST
STAINLESS STEEL GRATE, DOME BOTTOM STRAINER, AND NO HUB OUTLET.
FS-1 FLOOR SINK WATTS FS-790 1 STAINLESS STEEL STAINLESS
STEEL
Yes 4” 2” 1/2 in 12" SQUARE X 8" DEEP 14 GAUGE TYPE 304 STAINLESS STEEL SANITARY FLOOR SINK WITH LOOSE SET CAST
STAINLESS STEEL GRATE, DOME BOTTOM STRAINER, AND NO HUB OUTLET.
TD-2 TRENCH DRAIN WATTS DI-2A 6 POLYPROPYLYNE DUCTILE IRON No SEE
PLANS
SEE
PLANS
PRE-SLOPED TRENCH DRAINAGE SYSTEM WITH DUCTILE IRON FRAME AND POLYPROPYLYNE CHANNEL
TD-3 TRENCH DRAIN WATTS DI-3A 6 POLYPROPYLYNE DUCTILE IRON No SEE
PLANS
SEE
PLANS
PRE-SLOPED TRENCH DRAINAGE SYSTEM WITH DUCTILE IRON FRAME AND POLYPROPYLYNE CHANNEL
TD-4 TRENCH DRAIN WATTS DI-4A 6 POLYPROPYLYNE DUCTILE IRON No SEE
PLANS
SEE
PLANS
PRE-SLOPED TRENCH DRAINAGE SYSTEM WITH DUCTILE IRON FRAME AND POLYPROPYLYNE CHANNEL
TD-5 TRENCH DRAIN WATTS DI-5A 6 POLYPROPYLYNE DUCTILE IRON No SEE
PLANS
SEE
PLANS
PRE-SLOPED TRENCH DRAINAGE SYSTEM WITH DUCTILE IRON FRAME AND POLYPROPYLYNE CHANNEL
TD-6 TRENCH DRAIN WATTS DI-1B 2 POLYPROPYLYNE DUCTILE IRON No SEE
PLANS
SEE
PLANS
PRE-SLOPED TRENCH DRAINAGE SYSTEM WITH DUCTILE IRON FRAME AND POLYPROPYLYNE CHANNEL
TD-7 TRENCH DRAIN WATTS DI-2B 2 POLYPROPYLYNE DUCTILE IRON No SEE
PLANS
SEE
PLANS
PRE-SLOPED TRENCH DRAINAGE SYSTEM WITH DUCTILE IRON FRAME AND POLYPROPYLYNE CHANNEL
TD-8 TRENCH DRAIN WATTS DI-3B 2 POLYPROPYLYNE DUCTILE IRON No SEE
PLANS
SEE
PLANS
PRE-SLOPED TRENCH DRAINAGE SYSTEM WITH DUCTILE IRON FRAME AND POLYPROPYLYNE CHANNEL
Grand total: 58
FIXTURE UNIT SUMMARY
ID FIXTURE DESCRIPTION QTY
LOCATION PIPE SIZE FIXTURE UNITS
NAME NO. WASTE VENT CW HW WFU CWFU HWFU
CB-1 TRENCH DRAIN CATCH BASIN 1 VEHICLE AND EQUIPMENT STORAGE-2 136-2 0" 0" 0 0 0
FD-1 FLOOR DRAIN 3 MEN'S LOCKER ROOM 117 2" 2" 9 0 0
FD-1 FLOOR DRAIN 2 WOMEN'S LOCKER ROOM 118 2" 2" 6 0 0
FD-2 FLOOR DRAIN 5 4" 2" 30 0 0
FD-2 FLOOR DRAIN 1 PARKS SMALL EQUIPMENT MAINT.
SHOP-1
121-1 4" 2" 8 0 0
FD-2 FLOOR DRAIN 1 SHARED GENERAL WORKSHOP-1 122-1 4" 2" 8 0 0
FD-2 FLOOR DRAIN 1 FACILITIES CARPENTRY SHOP-1 123-1 4" 2" 8 0 0
FD-2 FLOOR DRAIN 7 TOILET 139 4" 2" 56 0 0
FD-2 FLOOR DRAIN 2 POLICE DEPARTMENT VEHICLE
MAINTENANCE
142 4" 2" 16 0 0
FS-1 FLOOR SINK 5 4" 2" 38 0 0
HB-1 HOSE BIBB 1 1/2" 0 2.5 0
HB-1 HOSE BIBB 1 MEN'S LOCKER ROOM 117 1/2" 0 2.5 0
HB-1 HOSE BIBB 1 WOMEN'S LOCKER ROOM 118 1/2" 0 2.5 0
HB-1 HOSE BIBB 1 SHARED GENERAL WORKSHOP-1 122-1 1/2" 0 2.5 0
HB-1 HOSE BIBB 1 FACILITIES CARPENTRY SHOP-1 123-1 1/2" 0 2.5 0
HB-1 HOSE BIBB 1 TOILET 139 1/2" 0 2.5 0
HB-1 HOSE BIBB 1 WASH BAY-1 144-1 1/2" 0 2.5 0
HYD-1 EXTERIOR WALL HYDRANT 1 3/4" 0 3 0
OB-2 ICE MAKER OUTLET BOX 2 MUSTER ROOM / TRAINING 125 1/2" 0 3 0
OB-2 ICE MAKER OUTLET BOX 1 KITCHEN AREA 129 1/2" 0 1.5 0
P-1 WATER CLOSET - WALL HUNG 2 4" 1" 8 20 0
P-1 WATER CLOSET - WALL HUNG 1 FEMALE TOILET 111 4" 1" 4 10 0
P-1 WATER CLOSET - WALL HUNG 1 MALE TOILET 112 4" 1" 4 10 0
P-1 WATER CLOSET - WALL HUNG 2 MEN'S LOCKER ROOM 117 4" 1" 8 20 0
P-1 WATER CLOSET - WALL HUNG 1 WOMEN'S LOCKER ROOM 118 4" 1" 4 10 0
P-2 URINAL 2 MEN'S LOCKER ROOM 117 2" 3/4" 4 10 0
P-3A LAVATORY - WALL HUNG ADA 1 2" 1/2" 1/2" 2 1.5 1.5
P-3A LAVATORY - WALL HUNG ADA 1 FEMALE TOILET 111 2" 1/2"1/2" 1 1.5 1.5
P-3A LAVATORY - WALL HUNG ADA 1 MALE TOILET 112 2" 1/2" 1/2" 1 1.5 1.5
P-3A LAVATORY - WALL HUNG ADA 1 MEN'S LOCKER ROOM 117 2"1/2" 1/2" 1 1.5 1.5
P-3A LAVATORY - WALL HUNG ADA 1 HIGHWAY SMALL ENGINE REPAIR SHOP 120 2" 1/2" 1/2" 2 1.5 1.5
P-3A LAVATORY - WALL HUNG ADA 1 SHARED GENERAL WORKSHOP-1 122-1 2" 1/2" 1/2" 2 1.5 1.5
P-3A LAVATORY - WALL HUNG ADA 1 FACILITIES CARPENTRY SHOP-1 123-1 2" 1/2" 1/2" 2 1.5 1.5
P-3A LAVATORY - WALL HUNG ADA 1 TOILET 139 2" 1/2" 1/2" 2 1.5 1.5
P-3B LAVATORY - COUNTER - ADA 2 2" 1/2" 1/2" 6 6 6
P-3B LAVATORY - COUNTER - ADA 2 MEN'S LOCKER ROOM 117 2"1/2" 1/2" 6 6 6
P-5 SHOWER STALL 2 MEN'S LOCKER ROOM 117 2" 1/2" 1/2" 4 6 6
P-5 SHOWER STALL 1 WOMEN'S LOCKER ROOM 118 2" 1/2" 1/2" 2 3 3
P-5 SHOWER STALL 1 MUSTER ROOM / TRAINING 125 2" 1/2" 1/2"2 1.5 1.5
P-5 SHOWER STALL 1 STORM EVENT OFFICE 126 2" 1/2" 1/2" 2 3 3
P-5 SHOWER STALL 1 KITCHEN AREA 129 2" 1/2" 1/2" 2 1.5 1.5
P-6 MOP SERVICE BASIN 1 JAN. CL 119 2" 1/2" 1/2" 2 3 3
P-7 WATER COOLER 1 CORRIDOR 145 2" 1/2" 0.5 0.25 0
P-9 SAFETY STATION 1 TOILET 139 2" 0 0 0
TMV-1 TEMPERING VALVE 1 TOILET 139 1" 1" 0 22 8
Grand total: 70 250.5 169.25 50
GAS-FIRED WATER HEATER SCHEDULE
ID
LOCATION
MANUFACTURER MODEL NO. TYPE
GAS-FIRED HEAT EXCHANGER
THERMAL
EFF
UNIT
WEIGHT FLA MCA MOCP VOLT PH REMARKSNAME NO.
GAS BURNER WATERSIDE
INPUT CAP EFF STAGES
FUEL FLOW STORAGE MAX TEMP
RISETYPE PRESS AVAIL DESIGN MIN @ MIN FIRE RECOVERY VOL
GHW-1A MECHANICAL ROOM 134 AO SMITH BTH-150 CONDENSING 150000 Btu/h 147000 Btu/h 98.0% 2 NG 2.0 psi 0.00 GPM 0 gal/h 100.0 gal 80 °F 98% 1388 lb 5.8 A 7.3 A 15.0 A 120 V 1 PROVIDE ASSE 1017 COMPLIANT MIXING
VALVE; POWERS SERIES LFSH OR EQUAL.
GWH-1B MECHANICAL ROOM 134 AO SMITH BTH-150 CONDENSING 150000 Btu/h 147000 Btu/h 98.0% 2 NG 2.0 psi 0.00 GPM 0 gal/h 100.0 gal 80 °F 98% 1388 lb 5.8 A 7.3 A 15.0 A 120 V 1 PROVIDE ASSE 1017 COMPLIANT MIXING
VALVE; POWERS SERIES LFSH OR EQUAL.
AIR COMPRESSOR SCHEDULE
ID SYSTEM NAME MANUFACTURER MODEL NO. TYPE
PUMP MOTOR
RECEIVER SIZE
DIMENSIONS
UNIT
WEIGHT FLA MCA MOCP VOLT PH REMARKSDESCRIPTION TYPE FLOW
DISCHARGE
PRESS QTY POWER RPM HEIGHT DIAMETER
AC-1 CA 4 QUINCY QGS-10-TMD ROTARY SCREW TANK MOUNT SCREW 39 CFM 125.0 psi 1 10.00 hp 0 120.0 gal 4' - 9
13/16"
0' - 0" 727 lb 0.0 A 0.0 A 0.0 A 208 V 3
PROVIDE:
1) 120 VAC REFRIGERATED AIR DRYER
2) 1 MICRON AIR FILTER
3) 0.01 MICRON AIR FILER
4) OIL SEPARATOR
PROVIDE:
1. (2) MANUFACTURER CONDENSATE NUETRALIZATION KITS AND CONCENTRIC VENT KITS
2. (1) COMPLETE WATER TEMPERATURE CONTROL STATION: LEONARD MO: MEGATRON 2NB-LF
3. (1) 12 GALLON ASME AND POTABLE WATER RATED EXPANSION TANK.
NOTE:
SCHEDULED QUANTITIES ARE SHOWN FOR REFERENCE, IF QUANTITIES ON THIS
SHEET VARY FROM THOSE SHOWN ON THE DRAWINGS, THE GREATER QUANTITY
SHALL GOVERN.
1 10/4/19 ADDENDUM 1
DPW VEHICLE MAINTENANCE
1
1
2" GV
2" GV
2" W
2" V
2" W
FD-1
4" GV
4" V
4" V
FD-1
FD-1
2" GV
2" GV
4" FCO
FD-2
2" GV
2" GW
4" GW
4" GW
FD-2
FD-2
4" GW
2" GW
2" GW
4" GW4" GW
2" GV
4" GW
4" GW
4" GW
4" W
4" W
4" FCO
4" FCO
2" V
4" W
2" W
4" FCO
4" W
4" FCO
2" W
2" V
FD-1
4" W2" V 2" V
4" FCO
4" W
4" W
2" V
3" V
FD-1
2" W
2" V
3" V
2" V
2" V
2" V
2" V
2" V
2" V
2" V
2" V
2" W
4" W
4" W
4" W
4" FCO
4" W
4" W
FS-1
FS-1
4" W
4" W
2" V
2" V
2" V
4" FCO
FS-1
FS-1
4" W
2" V
2" GV
4" FCO2" V
4" V
2" W
2" W
2" W
4" W
4" W
4" W
4" V
4" GV
4" W TD-1
TD-2
TD-3
TD-4
TD-5
4" GW
4" FCO
2" GV
2" GV
6" GW
6" GW
4" FCO
TD-1
TD-2
TD-3
TD-4
TD-5
TD-6
TD-7
TD-8
CB-1
TD-8
TD-7
TD-1
TD-2
TD-3
TD-4
TD-5
TD-6
PROVIDE RUNNING
TRAP WITH TRAP
PRIMER AND (2) 4" FCO
4" FCO
4" FCO
4" GW
4" GW
4" GW 4" FCO
4" V
2" V
2" GV
4" GV
3" GV 2" GV
4" FCO
4" FCO
4" GW
4" FCO
4" FCO
4" GW
4" FCO
4" FCO
4" GW
2" GV
2" GV
4" GW
2" GV
4" GW
2" GV
4" FCO
FD-2
FD-2
FD-2
FD-2
FD-2
2" GV
TD-1
TD-2
TD-3
TD-4
TD-5
4" GW
4" GW
6" GW
4" GW
3" GV
4" W
4" FCO
2" W
4" W
2" GV
2" GV
FD-2
2" GV
2" GW
4" GW
4" W
FD-2
FD-2
4" GW
4" GW
4" GW
4" GW
3" GV 3" GV
4" GV
3" GV
4" FCO
FD-2
4" GW
RECLEMATION TANK BY GENERAL
CONTRACTOR. COORDINATE INVERTS
WITH INDUSTRIAL CONTRACTOR
RECLEMATION TANK SUBMITAL.
4" GV
4" GW
3" GV
TD-1
TD-2
TD-3
TD-4
TD-5
TD-1
TD-2
TD-3
TD-4
TD-5
FS-1
3" GV
6" FCO
6" GW
4" FCO 4" GW
FD-2
4" GW
FD-2
4" GW
FD-2
4" GW
FD-2
4" GW
FD-2
4" GW
4" FCO
6" W
2" PW
2" PW
2" PW
6" GW
6" GW
6" GW
6" GW TO OWS WITH 6" INLET. SEE OIL
WATER SEPARATOR DETAIL ON P502.
COORDINATE FINAL LOCATION WITH
G.C. AND CIVIL DRAWINGS.
6" GW TO TIGHT TANK. TIGHT TANK BY
G.C. AND INDUSTRIAL CONTRACTOR TO
PROVIDE AND INSTALL LEVEL SWITCHES
AND ALARMS. PLUMBING CONTRACTOR
TO MAKE GW AND GV CONNECTIONS.
4" GV
4" GV
2" V4" GV
6" GW TO RECLEMATION TANK.
SEE SUMP DRAIN DETAIL ON
P501. COORDINATE FINAL SUMP
LOCATION WITH G.C. AND
STRUCTURAL DRAWINGS
6" FCO
6" GW
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW PUBLIC WORKS
FACILITY507 BUCK ISLAND RD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
09/13/2019
WASTE & VENT
RISER DIAGRAMS
P901
RJH
SH
SH
2170808
BIDDING
1 10/4/19 ADDENDUM 1
1
P-1
P-3A
TMV-1
P-3A
P-3A
2" RPZ
HB-1 1-1/2" HOSE CONNECTION AT
INTERIOR AND EXTERIOR.
PIPING BEYOND RPZ TO BE BT
GENERAL CONTRACTOR.
2" RPZ
1/2" CW
1/2" CW
1/2" CW
2" CW
HB-1
HYD-1
1/2" CW
1/2" CW
1/2" HW
1/2" TW
1/2" CW
1/2" CW
HB-1
1/2" HW
1/2" CW
1" HW-R
1-1/4" HW
2-1/2" CW
1" HW-R
1-1/4" HW
2-1/2" CW
3/4" HW-R
1-1/2" HW
2-1/2" CW
1/2" CW
1/2" HW
1/2" CW
1/2" CW
1" HW-R
1/2" HW
1/2" CW
1/2" HW
1/2" CW
P-3A
P-3A
HB-1
1" HW-R
1" HW
1" CW
1" HW-R
1/2" HW
3/4" CW
P-3A
P-5 2" HW
3" CW
3/4" HW-R
P-1
1/2" HW
1/2" CW
P-6
P-3B
2" HW
3" HW
3/4" HW-R
1/2" CW
HB-1
1/2" CW
2" HW
P-3B
1/2" CW
1/2" CW
1/2" CW
1/2" CW
P-1
OB-2
1/2" CW
1/2" CW
OB-2
P-5
P-1
P-7
P-2
P-3B
1/2" CW
3/4" CW
3/4" CW
1/2" HW
1/2" HW
1/2" CW
2" HW
1/2" CW
1/2" HW
3/4" HW-R
2" HW
3" CW
1-1/2" CW
1/2" CW
1/2" HW
1" CW
1" CW
P-1
P-3A
3/4" HW-R
2" HW
3" CW
1/2" CW
1/2" CW
1/2" HW
1/2" HW
1/2" CW
1/2" HW
P-5
3/4" CW
1/2" HW
P-5
OB-2
P-5
3" DOMESTIC WATER SERVICE
3" WATER METER
GHW-1A
FS-1
RPZ BACKFLOW PREVENTER
W/ ANTI-FLOOD VALVE
PRESSURE REDUCING
VALVE SET AT 80 PSI.
GHW-1B
1-1/2" CW
3/4" HW
1-1/2" HW
2" CW
3/4" HW
2" HW
3/4" HW-R
2" HW
3" CW
MIXING VALVE &
RECIRC PUMP
1-1/2" CW
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW PUBLIC WORKS
FACILITY507 BUCK ISLAND RD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
09/13/2019
DOMESTIC RISER
DIAGRAM
P902
RJH
SH
SH
2170808
BIDDING
1 10/4/19 ADDENDUM 1
1
CO2
CO
H
HS
NO2
S
TH
TS
T
MS
CHWS
CWV
CA
CD
CDR
CWR
CWS
CW
F-CW
H-CW
S-CW
HW
HW 140°
HW-R
HW-R 140°
GV
GW
HWR
HWS
G
OV
OW
PD
V
SS
SHWR
SHWS
STM
SD
OSD
(E)
1 CHWR CHILLED WATER RETURN
CHILLED WATER SUPPLY
COMBINATION WASTE & VENT
COMPRESSED AIR
CONDENSATE DRAINAGE
CONDENSATE RETURN
CONDENSER WATER RETURN
CONDENSER WATER SUPPLY
DOMESTIC COLD WATER
FILTERED COLD WATER
HARD COLD WATER
SOFT COLD WATER
HOT WATER
HOT WATER 140°
HOT WATER RECIRCULATION
HOT WATER RECIRCULATION 140°
GREASE VENT
GREASE WASTE
HEATING WATER RETURN
HEATING WATER SUPPLY
NATURAL GAS
OIL VENT
OIL WASTE
PUMP DISCHARGE
SANITARY VENT
SANITARY SEWER
SOLAR HOT WATER RETURN
SOLAR HOT WATER SUPPLY
STEAM
STORM DRAINAGE
OVERFLOW STORM DRAINAGE
REF-L
REF-S
REFRIGERANT-LIQUID
REFRIGERANT-SUCTION
2"
CAP
PLUG
2"
4"
4"4"
REF-HG REFRIGERANT-HOT GAS
PLUMBING AND PIPING SYMBOLS
KEYNOTE
CONTINUATION SYMBOL
NUMBER OF SHEET WHERE DETAIL APPEARS
NUMBER OF DETAIL ON SHEET
REVISION NUMBER - SHOWN ON PLANS
GENERAL MECHANICAL SYMBOLS
ROOM NAME AND NUMBER
POINT WHERE NEW CONNECTS TO EXISTING
EXISTING PIPE TAG
ITEM TO BE DEMOLISHED
AREA NOT IN CONTRACT
PIPING BEING DEMOLISHED
ABOVE GROUND PIPING
PIPE SIZE TAG (DIAMETER)
PIPE RISE
PIPE DROP
PIPE TEE REDUCING 45
DEGREE TEE
45 DEGREE TEE
1
-
---
BELOW GROUND PIPING
PIPE INVERT ELEVATION TAG
PIPE SLOPE TAG
* NOTE *
ALL OF GENERAL NOTES ON THIS SHEET ARE TO BE APPLIED TO ALL OTHER DRAWINGS IN
THIS SET.THE SYMBOLS AND ABBREVIATIONS SHOWN ON THIS SHEET MAY OR MAY NOT BE
USED IN THIS SET OF DRAWINGS.
PG PROPANE GAS
Room
1
INVERT: -10' -1"
1/8" / 12" SLOPE
RO REVERSE OSMOSIS WATER
IW INDIRECT WASTE
16"x8"
16"/8"
(E)
F
S
M
B
D
C
16"Ø
E/A
O/A
T/A
L/A
R/A
S/A
EXHAUST AIR
OUTSIDE AIR
RELIEF AIR
RETURN AIR
SUPPLY AIR
TRANSFER AIR
GRILLES, REGISTERS & DIFFUSERS TAG
CFM
THROW-150FPM/ 100FPM/ 50FPM
NECK SIZE / MODULE SIZE
EXISTING DUCT TAG
OVAL DUCT SIZE TAG (WIDTH / HEIGHT)
SQUARE DUCT SIZE TAG (WIDTH x HEIGHT)
HVAC SYMBOLS
RECTANGULAR SUPPLY/OUTSIDE AIR DUCT RISE
RECTANGULAR RETURN/TRANSFER AIR DUCT RISE
MECHANICAL EQUIPMENT TAGS
ROUND DUCT SIZE TAG (DIAMETER)
DUCT BEING DEMOLISHED
ROUND SUPPLY/OUTSIDE AIR DUCT RISE
ROUND RETURN/TRANSFER AIR DUCT RISE
RECTANGULAR EXHAUST/RELIEF AIR DUCT RISE
ROUND EXHAUST/RELIEF AIR DUCT RISE
DROP
DROP
DROP
DROP
DROP
DROP
GE/A GREASE EXHAUST AIR
SE/A SMOKE EXHAUST AIR
FLUE EXHAUST GAS FLUE
C/A COMBUSTION AIR
S-O/A CONDITIONED OUTSIDE AIR
Ø ROUND
ABV ABOVE
AC AIR CONDITIONING
AD AREA DRAIN
ADD ADDENDUM
AFF ABOVE FINISHED FLOOR
AFUE ANNUAL FUEL UTILIZATION EFFICIENCY
ALT ALTERNATE
AP ACCESS PANEL
ARCH ARCHITECT/ARCHITECTURAL
BFF BELOW FINISHED FLOOR
BLW BELOW
BTU BRITISH THERMAL UNITS
BTUH BRITISH THERMAL UNITS PER HOUR
CAP CAPACITY
CB CATCH BASIN
CFM CUBIC FEET PER MINUTE
CLG CEILING
CO CLEAN OUT
CW COLD WATER
D DEGREE
DB DRY BULB
DIA DIAMETER
DN DOWN
DW DISTILLED WATER
EA EACH
EAT ENTERING AIR TEMPERATURE
ELEC ELECTRICAL
EQUIP EQUIPMENT
EWC ELECTRIC WATER COOLER
EWT ENTERING WATER TEMPERATURE
E/A EXHAUST AIR
EXIST EXISTING
F DEGREES FAHRENHEIT
FCO FLOOR CLEAN OUT
FD FLOOR DRAIN
FD FIRE DAMPER
FDV FIRE DEPARTMENT VALVE
FL FLOOR
FO FUEL OIL
FOV FUEL OIL VENT
FOR FUEL OIL RETURN
FOS FUEL OIL SUPPLY
FPM FEET PER MINUTE
FS FLOOR SINK
FT FOOT/FEET
FTR FIN TUBE RADIATION
GAL GALLON
GC GENERAL CONTRACTOR
GPM GALLONS PER MINUTE
GW GREASE WASTE
HB HOSE BIB
HP HORSE POWER
HTG HEATING
HTR HEATER
HW HOT WATER
HYD HYDRANT
ID INDIRECT
IN INCH
INV INVERT
LB POUND
LB/HR POUNDS PER HOUR
LAT LEAVING AIR TEMPERATURE
LP LOW PRESSURE
LPG LIQUEFIED PETROLEUM GAS
LVR LOUVER
LWT LEAVING WATER TEMPERATURE
M/A MIXED AIR
MAX MAXIMUM
MBH ONE THOUSAND BTU PER HOUR
MCF ONE THOUSAND CUBIC FEET
MD MOTORIZED DAMPER
MECH MECHANICAL
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
MTR MOTOR
MU/A MAKE-UP/AIR
NC NOISE CRITERIA
NC NORMALLY CLOSED
NIC NOT IN CONTRACT
NO NUMBER
NO NORMALLY OPEN
NTS NOT TO SCALE
O OXYGEN
O/A OUTSIDE AIR
ORD OVERFLOW ROOF DRAIN
PD PRESSURE DROP
PIV POST INDICATOR VALVE
PLBG PLUMBING
PRESS PRESSURE
PRV PRESSURE REDUCING VALVE
PSI POUNDS PER SQUARE INCH
PSIG POUNDS PER SQUARE INCH GAUGE
PWR POWER
R DUCT RISER
R/A RETURN AIR
RCP RADIANT CEILING PANEL
RD ROOF DRAIN
REC RECESSED
RED REDUCER
RH RELATIVE HUMIDITY
RL/A RELIEF AIR
RM ROOM
RPM REVOLUTIONS PER MINUTE
RW RAIN WATER
SF SQUARE FOOT
S/A SUPPLY AIR
SAN SANITARY
SF SQUARE FOOT
SD SMOKE DAMPER
SM SURFACE MOUNT
SP STANDPIPE
SP STATIC PRESSURE
STM STEAM
T THERMOSTAT
TD TEMPERATURE DROP
TDR TRENCH DRAIN
TEMP TEMPERATURE
TYP TYPICAL
UG UNDERGROUND
VAC VACUUM
V VENT
VAV VARIABLE AIR VOLUME
VENT VENTILATION
VTR VENT THROUGH ROOF
W WASTE
WB WET BULB
WCO WALL CLEAN OUT
WH WALL HYDRANT
ABBREVIATIONS
AC AIR CONDITIONING UNIT
ACC AIR COOLED CONDENSER
ACCU AIR COOLING CONDENSING UNIT
AHU AIR HANDLING UNIT
AS AIR SEPARATOR
B BOILER
CH CHILLER
CT COOLING TOWER
CUH CABINET UNIT HEATER
CWP CONDENSER WATER PUMP
CHWP CHILLED WATER PUMP
DBP DOMESTIC WATER BOOSTER PUMP
DC DUCT MOUNTED COIL
DCP DOMESTIC WATER CIRCULATING PUMP
EF EXHAUST FAN
EDC ELECTRIC DUCT COIL
ET EXPANSION TANK
EUH ELECTRIC UNIT HEATER
EWH ELECTRIC WATER HEATER
FCU FAN COIL UNIT
FP FIRE PUMP
GI GREASE INTERCEPTOR
GRV GRAVITY ROOF VENTILATOR
HWP HEATING WATER PUMP
HX HEAT EXCHANGER
HRV HEAT RECOVERY VENTILATION UNIT
H&V HEATING AND VENTILATION UNIT
IH INTAKE HOOD
PRV POWER ROOF VENTILATOR
RE RETURN/EXHAUST FAN
RH RELIEF HOOD
RTU ROOFTOP UNIT
SEP SEWAGE EJECTOR PUMP
SF SUPPLY FAN
SP SUMP PUMP
UH UNIT HEATER
WH WATER HEATER
Z RADIANT MANIFOLD
EQUIPMENT ABBREVIATIONS
400
TYPE (SEE SCHEDULE)
400
THROW PATTERN
MAX NC RATING
RTU-XXVAV-XX HEATING COIL
FLOW
VAV BOX
ROOFTOP UNIT
2" DOM. WM
PIPE ACCESSORY TAGS
DOMESTIC WATER METER
BALANCING VALVE
1/4 TURN BALL VALVE
CHECK VALVE
3-WAY MIXING VALVE
MOTORIZED CONTROL VALVE
3 WAY MOTORIZED CONTROL
VALVE
PRESSURE REDUCING VALVE
REFRIGERANT SOLENOID VALVE
BUTTERFLY VALVE
2" BALANCING
2" SHUTOFF
2" CHECK
2" TMV
2" M-CNTRL
2" 3-WAY CNTRL
2" PRV
3/8" SOLENOID
2" BUTTERFLY
DATA DEVICE TAGS
DAMPER TAGS
VAV-XX
RTU-XX
EQUIPMENT ID
SYMBOL
MANUAL BALANCING DAMPER
BACKDRAFT DAMPER
COMBINATION FIRE/SMOKE
DAMPER
FIRE DAMPER
SMOKE DAMPER
MOTORIZED DAMPER
SENSOR
MANUAL SWITCH
THERMOSTAT
TEMPERATURE SENSOR
TEMPERATURE & HUMIDITY SENSOR
HUMIDITY SENSOR
NITROGEN DIOXIDE SENSOR
CARBON MONOXIDE SENSOR
CARBON DIOXIDE SENSOR
HUMIDISTAT
HVAC GENERAL CONSTRUCTION NOTES
1. THE HVAC CONTRACTOR SHALL BE FAMILIAR WITH ALL CONTRACT DOCUMENTS FOR ALL
TRADES AND COORDINATE WITH OTHER CONTRACTORS.
2. THE DRAWINGS ARE DIAGRAMMATIC ONLY; FINAL ROUTING OF DUCTWORK, PIPING AND
EQUIPMENT LOCATIONS SHALL BE DETERMINED IN THE FIELD. PROVIDE ALL ADDITIONAL
OFFSETS, ELBOWS, ETC., AT NO ADDITIONAL COST TO THE OWNER.
3. CONSTRUCT AND INSTALL ALL DUCTWORK IN ACCORDANCE WITH THE LATEST EDITION OF
SMACNA STANDARDS.
4. PROVIDE VOLUME DAMPERS AT ALL LOW-PRESSURE SUPPLY, RETURN AND EXHAUST
DUCTWORK BRANCH TAKE-OFFS.
5. MINIMUM SIZE OF HOT WATER SUPPLY, HOT WATER RETURN AND CONDENSATE DRAIN PIPING
SHALL BE 3/4" UNLESS OTHERWISE NOTED.
6. COORDINATE ALL ELECTRICAL AND PLUMBING REQUIREMENTS WITH THE ELECTRICAL AND
PLUMBING CONTRACTORS.
7. INTERNALLY LINE THE SUPPLY AND RETURN DUCT MAINS FROM AIR HANDLING EQUIPMENT
WITH 1" ACOUSTICAL LINING FOR A MINIMUM OF 10' FROM THE UNIT UNLESS OTHERWISE
NOTED. ALL DUCTWORK DIMENSIONS INDICATED ARE CLEAR INSIDE DIMENSIONS. ALL
INTERNAL ACOUSTICAL DUCT LINING SHALL HAVE THE AIR SURFACE COATED WITH ACRYLIC
COATING FORMULATED WITH IMMOBILIZED EPA REGISTERED ANTI-MICROBIAL AGENT PROVEN
TO RESIST MICROBIAL GROWTH AS DETERMINED BY ASTM G21 AND G22.
8. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR FINAL LOCATIONS OF DIFFUSERS,
REGISTERS AND GRILLES.
9. AUTOMATIC TEMPERATURE CONTROL (ATC) CONTRACTOR: COORDINATE THERMOSTAT
LOCATIONS WITH THE ARCHITECTURAL FURNITURE PLANS. INSTALL ALL SENSORS AND
FINISHED SPACE CONTROLS INCLUDING THERMOSTATS 54" ABOVE FINISHED FLOOR UNLESS
OTHERWISE NOTED.
10. PROVIDE ALL INCIDENTAL ACCESSORIES NECESSARY TO MAKE THE HVAC WORK COMPLETE
AND READY FOR OPERATION.
11. PROVIDE (FURNISH AND INSTALL) ALL HVAC WORK SHALL BE IN ACCORDANCE WITH
APPLICABLE FEDERAL, STATE AND LOCAL CODES.
12. INSTALL ALL HVAC EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS.
13. PROVIDE FIRE DAMPERS AND ACCESS PANELS AT ALL FIRE RATED ASSEMBLIES AND FLOOR
PENETRATIONS. REFER TO ARCHITECTURAL DRAWINGS FOR ASSEMBLY LOCATIONS.
14. PROVIDE FIRE DAMPERS AT ALL TRANSFER DUCTS IN FIRE RATED PARTITIONS.
15. PROVIDE ISOLATION VALVES IN SUPPLY AND RETURN PIPING ON EACH FLOOR, AND IN
BRANCH PIPING SERVING MORE THAN ONE PIECE OF EQUIPMENT.
16. PROVIDE SHUTOFF VALVES IN THE SUPPLY AND RETURN PIPING TO ALL EQUIPMENT TO
ALLOW FOR SERVICING. UNIONS OR FLANGES SHALL BE ARRANGED SUCH THAT EQUIPMENT
CAN BE SERVICED WITHOUT CUTTING AND MINIMAL DISRUPTION OF PIPING SERVING THE
EQUIPMENT.
17. FURNISH TO THE GENERAL CONTRACTOR ALL INFORMATION REQUIRED FOR SETTING OF
WALL, ROOF AND PARTITION OPENINGS FOR HVAC WORK. THIS INFORMATION SHALL BE
FURNISHED IN A TIMELY MANNER SUCH THAT CONSTRUCTION SCHEDULE IS NOT
JEOPARDIZED.
18. COORDINATE PHASING REQUIREMENTS FOR THE PROJECT WITH THE GENERAL CONTRACTOR.
19. FIELD MEASURE THE EXACT SIZES AND VERIFY ALL OPENINGS FOR SHAFTS AND LOUVERS
PRIOR TO SUBMISSION OF SHOP DRAWINGS AND INSTALLATION.
20. HVAC CONTRACTOR SHALL INSTALL ALL GAS FIRED FLUE VENTING UNDER THE SUPERVISION
OF A LICENSED (MASTER OR JOURNEYMAN) PLUMBER OR GAS FITTER AS IDENTIFIED IN THE
MASSACHUSETTS STATE PLUMBING CODE. THE SUPERVISING LICENSED (MASTER OR
JOURNEYMAN) PLUMBER OR GAS FITTER SHALL BE RESPONSIBLE FOR SECURING THE GAS
FITTING PERMIT IN COMPLIANCE WITH 248 CMR 3.00.
21. MINIMAL CONTROL POWER HAS BEEN IDENTIFIED ON THE DRAWINGS. IF ANY ADDITIONAL
POWER IS REQUIRED BASED ON SYSTEMS DESIGN BY THE CONTROLS CONTRACTOR THE
ATC/BAS CONTRACTOR SHALL BE RESPONSIBLE TO SUPPLY THAT POWER.
SDDUCT SMOKE DETECTOR
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
9/13/2019
HVAC LEGEND
H000
MRC
SES
SEH
2170117
CONFORMED SET
1 10/4/2019 ADDENDUM 1
OFFICE MGR
104
CEMETERY OFFICE
105
TOWN ENGINEER
106
HIGHWAY
SUPERINTENDENT
107
PARKS SMALL
EQUIPMENT MAINT.
SHOP
121
MALE TOILET
112
CL
130
ENTRY VESTIBULE
127
MECHANICAL
ROOM
134
HIGHWAY SMALL
ENGINE REPAIR
SHOP
120
SIGN SHOP
124
FACILITIES
CARPENTRY SHOP
123
ENTRY / VESTIBULE
101
CONFERENCE
ROOM
102
DIRECTORS OFFICE
103
ENGINEERING
OPEN OFFICE
131
PARKS
SUPERVISOR
OFFICE
128
COPY/ FILE/ MAIL
AREA
133
TEL/DATA
146
PPE STORAGE
116
STORM EVENT
OFFICE
126
GROUNDS
SUPERINTENDENT
108
KITCHEN AREA
129
FEMALE TOILET
111
SHARED GENERAL
WORKSHOP
122
MUSTER ROOM /
TRAINING
125
FILE STORAGE
110 STOR.
109
TABLE AND COT
STORAGE
113
ADMIN AREA
132
WOMEN'S LOCKER
ROOM
118
MEN'S LOCKER
ROOM
117
CORRIDOR
145
JAN. CL
119
TRAINING / STORM
EVENT ROOM
114
VAV-15
VAV-16
VAV-17
VAV-18 VAV-19
VAV-2
VAV-13
VAV-14
VAV-12
VAV-3
VAV-9
VAV-10
VAV-6
VAV-4
18"Ø
22"Ø
16"Ø
12"Ø
20"x14"
22"x18"26"x18"
20"x14"
8"x8"12"x10"VAV-1
10"x8"12"x10"VAV-5
16"x14"14"x12"12"x8"12"x8"
12"x8"
12"x8"12"x10"12"x8"VAV-7
VAV-8
VAV-11
12"x8"12"Ø34"x20"20"x18"20"x16"14"x12"12"x8"12"x8"12"x8"
12"x10"
14"x10" EA DUCT UP TO EF-9.40"x20" 40"x20"20"x20"12"x10"
10"x8"
6"x6"
10"x10" EA
DUCT UP
TO EF-10
12"x10" EA
DUCT UP
TO EF-4 14"Ø8"x8" EA DUCT
UP TO EF-5
14"x14" EA
DUCT UP
TO EF-6.
8"x8"
10"x10" EA DUCT
UP TO EF-7.
10"x8" EA
DUCT UP TO
EF-8.
CO NO2
CO
NO2
CO
NO2 CO
NO2
44"x24" RA
OED W/ 1/2"
WMS
CUH-1
275
(TYP 2)
S-1
185
(TYP 3)
S-4 180
(TYP 2)
S-4 150S-3
150S-1
VAV-20
80S-1
260
(TYP 2)
S-4 105
(TYP 3)
S-3
120
(TYP 2)
S-3
115
(TYP 2)
S-3
160
(TYP 2)
S-2
135
(TYP 4)
S-1
185S-4
8"Ø 8"x6"
115
(TYP 2)
S-3
34"x20"
F
T T
T
T
T
T
T
T
T
T
T
SD
CUH-2
DN
DN
T
24"x16"34"x18"40"x20"20"x16"
T
T ACU-1
350
(TYP 2)
T-310"Ø 225
(TYP 2)
S-2
100
(TYP 2)
T-16"Ø
6"Ø
100
(TYP 2)
T-1
90
(TYP 2)
S-1
20"x16" TA DUCT W/ 1/2" WMS.
18"x12" TA DUCT
W/ 1/2" WMS.
18"x12" TA DUCT
W/ 1/2" WMS.
600
(TYP 3)
S-7
650
(TYP 4)
S-7
350
(TYP 2)
S-6
500
(TYP 2)
S-7
300
(TYP 2)
S-6
CF-1
CF-1
CF-2
(19'-4" AFF)
(19'-4" AFF)
(19'-4" AFF)
CEILING FAN
CONTROL PANEL
SD
DN
DN8"Ø9
9
10
10
11
11
12
12
13
13
A.1 A.1AA
B.2 B.2
8.5
8.5
9.8
9.8
10.3
10.3
13.1
13.1
15
15
B.8 B.8
D D
C C
12.3
12.3
11.3
11.3
C.5 C.5
14
14
B B
8.9
8.9
14.3
14.39.4
9.4
10"x6" EA DUCT DN TO
RANGE HOOD. 10"x6"
EA DUCT UP THROUGH
ROOF. TERMINATE
WITH GOOSENECK AND
1/2" WMS.
FTR-3
FTR-4
24"x16" RA DUCT. TERMINATE AFTER
WALL PENETRATION W/ 1/2" WMS.
BALANCE TO 2250 CFM. (TYP 2)
20"x14" RA DUCT. TERMINATE AFTER
WALL PENETRATION W/ 1/2" WMS.
BALANCE TO 1600 CFM. 12"x10"6"x6"
8"x8"
10"x8"
12"Ø
8"Ø8"Ø 6"Ø
6"Ø
6"Ø
6"Ø
8"Ø
8"Ø
6"Ø
6"Ø
6"Ø
6"Ø
6"Ø
6"Ø
6"Ø
6"Ø
8"Ø8"Ø 6"Ø
6"Ø
8"Ø 8"Ø
6"Ø 6"Ø
6"Ø
6"Ø
6"Ø 8"Ø
8"Ø
6"Ø
8"Ø
10"x8" EA DUCT DN TO 12" AFF.
TERMINATE OED W/ 1/2" WMS.
BALANCE TO 300 CFM. (TYP 2)6"x6" EA DUCT DN TO 12" AFF.
TERMINATE OED W/ 1/2" WMS.
BALANCE TO 100 CFM. (TYP 2)
12"x10" EA DUCT DN TO 12"
AFF. TERMINATE OED W/ 1/2"
WMS. BALANCE TO 600 CFM.
(TYP 2)
8"x8" EA DUCT DN TO 12" AFF.
TERMINATE OED W/ 1/2" WMS.
BALANCE TO 225 CFM. (TYP 2)
10"x10"
14"x14"
10"x8" EA DUCT DN TO 12" AFF.
TERMINATE OED W/ 1/2" WMS.
BALANCE TO 275 CFM. (TYP 2)
150E-2
225
(TYP 2)
E-2
75
(TYP 2)
E-1
R-1
R-1
R-1
R-1
R-1
R-1
R-1
R-1R-1
R-1
R-1R-1
R-1
REFRIGERANT PIPING
TO/FROM ACCU-2 ON ROOF.
INSTALL ACCORDING TO MFR
GUIDELINES.
10"Ø
100E-1
6"Ø
6"Ø
12"x8"6"Ø
6"Ø12"Ø
135
(TYP 2)
S-1
8"x10"8"Ø10"x10"
8"x8"8"Ø12"x8"R-1
R-1
R-1
50S-1
150S-1
50S-1
T
180T-2
10"x8"
10"x8"
ACU-3
2
0' 4' 8'16'
SCALE: 1/8" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
9/13/2019
FIRST FLOOR
DUCTWORK PLAN
PART A
H101A
MRC
SES
SEH
2170117
CONFORMED SET
2 10/7/2019 ADDENDUM 2
UP
MECHANICAL
ROOM
134
ELECTRICAL ROOM
135
VEHICLE AND
EQUIPMENT
STORAGE
136
ACCU-1
EUH-1
CO
NO2
CO
NO2
CO
NO2
CO
NO2
CO
NO2
CO
NO2
CO
NO2
REFER TO DWG H201B FOR
MECHANICAL ROOM PART
PLAN
S
PROVIDE 6" CONCRETE PAD BY
GENERAL CONTRACTOR, EXTEND
PAD 6" BEYOND PERIMETER OF
ACCU-1. INSTALL WITH RUBBER
ISOLATORS. REFER TO CIVIL PLANS
FOR PAD.
8
8
6
6
9
9
10
10
8.2
8.2
11
11
12
12
13
13
8.5
8.5
9.8
9.8
10.3
10.3
13.1
13.1
D D
12.311.3
G G
H H
I.1 I.1
F F
E E
I I
76.5
6.5
8.9 9.4
9.4
7.3
MFR REQUIRED CLEARANCE
EF-17
0' 4' 8'16'
SCALE: 1/8" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
9/13/2019
FIRST FLOOR
DUCTWORK PLAN
PART B
H101B
MRC
SES
SEH
2170117
CONFORMED SET
WASH EQUIP.
143
FLUIDS ROOM
138
MECHANICS
OFFICE
140
WASH BAY
144
UNISEX TOILET
139
POLICE
DEPARTMENT
VEHICLE
MAINTENANCE
142
PARTS ROOM
137
DPW VEHICLE
MAINTENANCE
141
EF-15
UH-2
UH-3
UH-4
14"x12" EA DUCT DN TO 12" AFF.
TERMINATE OED W/ 1/2" WMS.
BALANCE TO 900 CFM. (TYP 10)
12"x10" DOWN TO 12"
AFF. TERMINATE OED
W/ 1/2" WMS.
BALANCE TO 550 CFM.
(TYP 2)
16"x12" DOWN TO 12"
AFF. TERMINATE OED
W/ 1/2" WMS.
BALANCE TO 1100
CFM.
10"x10" EA DUCT
UP TO EF-13
10"x10" OED W/
1/2" WMS.
CO
NO2
CO
NO2
CO
NO2
CO
NO2
T
T
ALL DUCTWORK INSTALLED IN THE WASH BAY
TO BE ALUMINUM CONSTRUCTION. SLOPE
DUCTWORK TOWARDS SUPPLY
DIFFUSERS/EXHAUST GRILLES. CONTROLS
LOCATED IN EQUIPMENT WASH ROOM AND
WASH BAY TO BE INSTALLED IN WATER-PROOF
ENCLOSURES
CEILING FAN AND
GAS DETECTION
CONTROL PANEL
REMOTE FUEL
OIL PUMP
34"x18" TA DUCT W/ 1/2" WMS.
T T
T
T
T
6"Ø EA ROUND DUCT
WALL CAP WITH BDD.
M
20"x12" OA LOUVER. MIN.
50% FREE AREA. (RFER TO
ARCH PLANS FOR
LOUVER.)
FTR-1
FTR-2
ACU-2
6"Ø
1
1
2
2
3
3
4
4
5
5
8
8
6
6
8.2
8.2
I.1 I.1
J J
K K
L L
I I
6.5
6.5
J.5J.5
EF-14
UH-8
265
(TYP 4)
E-3
4"Ø
4"Ø VENT AND AIR INTAKE UP TO ROOF. INSTALL
WATER HEATER CONCENTRIC VENT KIT AND
PENETRATE ROOF WITH COMMON VENT. REFER TO
WATER HEATER MFR GUIDELINES.
VEF-3
8"Ø EA DUCT UP TO
GOOSENECK ON ROOF.
TERMINATE 36" ABOVE ROOF.10"x10"8"ØHX-1
AS-2
HWP-3
ET-2
Z-1
COORDINATE ALL DUCT DROPS WITH
ARCH AND INDUSTRIAL PLANS. DUCT
DROPS TO BE INSTALLED TIGHT TO
THE PERIMETER.
H
SEMERGENCY WASTE OIL
HEATER SHUTOFF SWITCH.
0' 4' 8'16'
SCALE: 1/8" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
9/13/2019
FIRST FLOOR
DUCTWORK PLAN
PART C
H101C
MRC
SES
SEH
2170117
CONFORMED SET
EF-1
EF-2
AHU-1
EF-3
H&V-1
H&V-2
VEHICLE AND
EQUIPMENT
STORAGE
MEZZANINE
149
VEHICLE AND
EQUIPMENT
STORAGE
MEZZANINE
148
38"Ø30"Ø
30"Ø28"Ø
26"Ø22"Ø
26"Ø22"Ø
20"Ø16"Ø
16"Ø
34"x20"34"x20"32"Ø40"x20"
120"x62" OA
LOUVER. MINIMUM
50% FREE AREA.
(SEE ARCH PLANS
FOR LOUVER)
120"x62" OA
PLENUM. PROVIDE
TRANSITION TO
H&V-1 OA
CONNECTION.
20"x44" OA DUCT
UP TO IH-1.
32"x54" OA DUCT
UP TO IH-2.
CF-3 CF-3 CF-3
(22'-0" AFF)(22'-0" AFF)(22'-0" AFF)
28"x28" EA LOUVER. (SEE ARCH PLANS FOR LOUVER)
28"x28" EA LOUVER. (SEE ARCH PLANS FOR LOUVER)
28"x28" EA LOUVER. (SEE ARCH PLANS FOR LOUVER)
COMPRESSOR ROOM
146
40"x20"
SD
SD
MFR REQUIRED
CLEARANCE
SDSD
64"x36" EA LOUVER. (SEE ARCH FOR
LOUVER.)
54"x22"
MFR REQUIRED
CLEARANCE
PROVIDE 6" CONCRETE PAD, EXTEND 6"
BEYOND EQUIPMENT PERIMETER OF H&V-2
AND AHU-1. REFER TO STRUCTURAL PLANS
FOR PAD.
SD
70"x36" RA DUCT FROM RA
CONNECTION. PROVIDE
ELEBOW AND EXTEND 36".
TERMINATE W/ 1/2" WMS.
MFR REQUIRED
CLEARANCE
SD
8
8
6
6
9
9
10
10
8.2
8.2
11
11
12
12
13
13
8.5
8.5
9.8
9.8
10.3
10.3
13.1
13.1
D D
12.311.3
G G
H H
I.1 I.1
F F
E E
I I
76.5
6.5
8.9 9.4
9.4
7.3
UH-7
EF-16
20"Ø
28"Ø
500
(TYP 12)
S-6
500
(TYP 14)
S-6
14"x16" SA DUCT UP TO GOOSENECK
ON ROOF. TERMINATE 36" ABOVE
ROOF. DN TO 12" AFF. TERMINATE OED
W/ 1/2" WMS. BALANCE TO 1200CFM.
0' 4' 8'16'
SCALE: 1/8" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
9/13/2019
MEZZANINE
DUCTWORK PLAN
PART B
H102B
MRC
SES
SEH
2170117
CONFORMED SET
HRV-1
VEF-1
VEF-2
DPW VEHICLE
MAINTENANCE
MEZZANINE
147
26"x38"
24"Ø18"Ø14"Ø 32"Ø28"Ø
12"x10"
16"x14"
16"x12"
54"x20"
14"x10"16"x14" 24"x14"30"x14"
28"x20"24"x20"22"x18"20"x14"12"x14"
ALL EA DROPS IN MAINTENANCE
BAY INFRONT OF CLUMNS TO BE
INSTALLED PARALLEL 6" FROM THE
SLOPE OF THE COLUMN. (TYP 10)
12"x10" DN TO 12"
AFF. TERMINATE OED
W/ 1/2" WMS. (TYP 2)
16"x12"
DOWN TO
12" AFF.
ADD OED
W/ 1/2"
WMS.12"x10"12"x10"6"x6" EA DUCT UP
TO EF-11. DN TO
18" BELOW DECK.
TERMINATE OED
W/ 1/2" WMS.
BALANCE TO 100
CFM.
16"x14"
SA DUCT
UP TO
H&V-3.
16"x10"
RA DUCT
UP TO
H&V-3.
10"x10" EA
DUCT UP TO
EF-13
UH-5
UH-6
ALL EA DUCT DROPS IN
MAINTENANCE BAY INFRONT OF
COULMNS TO BE INSTALLED
PARALLEL 6" FROM THE SLOPE
OF THE COLUMN.
CF-1
CF-1
(26'-4" AFF)
(26'-4" AFF)
WOH-1
MOUNT WOH-1 7'-0"
ABOVE MEZZANINE.
INSTALL VENTING PER MFR GUIDELINES. PROVIDE
TEE WITH CLEANOUT AT BOTTOM OF VERTICAL
FLUE. PROVIDE BAROMETRIC DRAFT REGULATOR
AND DRAFT INDUCER AS REQUIRED. SLOPE
HORIZONTAL SECTIONS AT 1/4" PER FOOT.
8"Ø 34"ØSD36"x14"44"x14"UP
DN
SD
60"x18" EA DUCT UP
FROM HRV-1 TO EA
PLENUM
72"x36" EA PLENUM
72"x36" EA LOUVER. MINIMUM
50% FREE AREA. (REFER TO
ARCH PLANS FOR LOUVER)
14"x12"14"x12"14"x12"14"x12"
450
(TYP 20)
S-6
14"x12"
BALANCE TO 900 CFM (TYP 10)
14"x12"14"x12"14"x12"14"x12"
8"Ø EA DUCT UP TO
GOOSENECK ON ROOF.
TERMINATE 36" ABOVE ROOF.
8"Ø EA DUCT UP TO
GOOSENECK ON ROOF.
TERMINATE 36" ABOVE ROOF.
COORDINATE CEILING
FAN & SPRINKLER HEAD
LOCATIONS. (TYP 2)
14"x12" EA DUCT DN TO 12" AFF. (TYP 10)
COORDINATE INSTALLATION OF
HVAC EQUIPMENT & DUCTWORK
WITH BRIDGE CRANE &
INDUSTRIAL EQUIPMENT.
ALL DUCTWORK INSTALLED IN THE
WASH BAY TO BE ALUMINUM
CONSTRUCTION. SLOPE DUCTWORK
TOWARDS SUPPLY
DIFFUSERS/EXHAUST GRILLES.
CONTROLS LOCATED IN EQUIPMENT
WASH ROOM AND WASH BAY TO BE
INSTALLED IN WATER-PROOF
ENCLOSURES.
16"x14"
EA DUCT
UP TO
EF-12.10"x10"150
(TYP 8)
S-5
1
1
2
2
3
3
4
4
5
5
8
8
6
6
8.2
8.2
I.1 I.1
J J
K K
L L
I I
6.5
6.5
J.5J.5
36"x14"
8"Ø EA DUCT UP TO
GOOSENECK ON ROOF.
TERMINATE 36" ABOVE ROOF.
24"x54" OA DUCT UP TO IH-314"x12"4"Ø VENT AND AIR INTAKE UP TO ROOF. INSTALL
WATER HEATER CONCENTRIC VENT KIT AND
PENETRATE ROOF WITH COMMON VENT. REFER
TO WATER HEATER MFR GUIDELINES.
0' 4' 8'16'
SCALE: 1/8" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
9/13/2019
MEZZANINE
DUCTWORK PLAN
PART C
H102C
MRC
SES
SEH
2170117
CONFORMED SET
EF-4
EF-5
EF-6
EF-9 EF-10
EF-8EF-7
EF-13
H&V-3
EF-11 EF-12
8"ø FLUE FROM WOH-1.
TERMINATE A MINIMUM OF 3'-0"
ABOVE ROOF WITH VENT CAP.
1 2 3 4 5
8
8
6
6
9
9
10
10
8.2
8.2
11
11
12
12
13
13
A.1A
B.2
8.5
8.5
9.8
9.8
10.3
10.3
13.1
13.1
15
15
B.8
D
C
12.311.3
G
H
I.1
J
F
E
K
L
I
C.5
14
14
7
B
6.5
6.5
J.5
8.9
14.3
14.39.4
9.4
7.3
4"Ø CONCENTRIC VENT FROM
WATER HEATER. TERMINATE W/
GOOSENECK.
8"Ø CONCENTRIC VENT FROM
VEF-1. TERMINATE W/
GOOSENECK.
8"Ø CONCENTRIC VENT FROM
VEF-2. TERMINATE W/
GOOSENECK.
10"x6" EA DUCT FROM RANGE
HOOD. TERMINATE W/
GOOSENECK.
ACCU-2
8"Ø CONCENTRIC VENT FROM
VEF-3. TERMINATE W/
GOOSENECK.
ACCU-3
IH-1 IH-2
IH-3
14"x16" SA DUCT INTAKE
FROM COMPRESSOR ROOM.
TERMINATE W/ GOOSENECK.
6"Ø BOILER VENT. TERMINATE W/
GOOSENECK AND 45° ELBOW
ACCU-4
2
0' 8'16' 32'
SCALE: 1/16" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
9/13/2019
ROOF PLAN
H103
MRC
SES
SEH
2170117
CONFORMED SET
2 10/7/2019 ADDENDUM 2
OFFICE MGR
104
CEMETERY OFFICE
105
TOWN ENGINEER
106
HIGHWAY
SUPERINTENDENT
107PARKS SMALL
EQUIPMENT MAINT.
SHOP
121
MALE TOILET
112
CL
130
ENTRY VESTIBULE
127
HIGHWAY SMALL
ENGINE REPAIR
SHOP
120
SIGN SHOP
124
FACILITIES
CARPENTRY SHOP
123 ENTRY / VESTIBULE
101
CONFERENCE
ROOM
102
DIRECTORS OFFICE
103
ENGINEERING
OPEN OFFICE
131
PARKS
SUPERVISOR
OFFICE
128
COPY/ FILE/ MAIL
AREA
133
TEL/DATA
146
PPE STORAGE
116
STORM EVENT
OFFICE
126
GROUNDS
SUPERINTENDENT
108
KITCHEN AREA
129
FEMALE TOILET
111
SHARED GENERAL
WORKSHOP
122
MUSTER ROOM /
TRAINING
125
FILE STORAGE
110
STOR.
109
TABLE AND COT
STORAGE
113
ADMIN AREA
132
WOMEN'S LOCKER
ROOM
118
MEN'S LOCKER
ROOM
117
CORRIDOR
145
JAN. CL
119
TRAINING / STORM
EVENT ROOM
114
VAV-15
VAV-16
VAV-17
VAV-18
VAV-19
VAV-13 VAV-2
VAV-3
VAV-12
VAV-9
VAV-4
VAV-6
9
9
10
10
11
11
12
12
13
13
A.1 A.1AA
B.2 B.2
8.5
8.5
9.8
9.8
10.3
10.3
13.1
13.1
15
15
B.8 B.8
D D
C C
12.3
12.3
11.3
11.3
C.5 C.5
14
14
B B
8.9
8.9
14.3
14.39.4
9.4
VAV-7
VAV-5
VAV-8
VAV-10
VAV-11
VAV-20
VAV-14
VAV-1
T
T
T
T
T
TT
T
T
T
T
T
T
T
CUH-2
CUH-1
ACU-1
CF-1
CF-2
CF-1
CO NO2
CO NO2
CO
NO2
CO
NO2
1"
1"
3/4"
3/4"
1"
1"
3/4"
3/4"1"1"
3/4"3/4"
1 1/4"
1 1/4"1 1/2"
1 1/2"
3/4"3/4"3/4"3/4"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
3/4"
3/4"
1 1/2"
1 1/2"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
1"
1"
1 1/2"1 1/2"
2"
2"
1"
1"
3/4"
3/4"
3/4"3/4"1"1"
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"
REFRIGERANT PIPING TO/FROM
ACCU-2 ON ROOF. INSTALL
ACCORDING TO MFR GUIDELINES.
CO
CO
ROUTE 3/4"
CONDENSATE
DRAIN TO
FLOOR SINK
IN JANITOR'S
CLOSET.
FTR-4 FTR-3
3/4"3/4"3/4"
3/4"
3/4"
3/4"3/4"
ACU-3
REFRIGERANT PIPING TO/FROM
ACCU-4 ON ROOF. INSTALL
ACCORDING TO MFR GUIDELINES.
ROUTE 3/4"
CONDENSATE
DRAIN TO
FLOOR SINK
IN JANITOR'S
CLOSET.
CO
CO
2
0' 4' 8'16'
SCALE: 1/8" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
9/13/2019
FIRST FLOOR
PIPING PLAN
PART A
H201A
MRC
SES
SEH
2170117
CONFORMED SET
2 10/7/2019 ADDENDUM 2
UP
MECHANICAL
ROOM
134
ELECTRICAL ROOM
135
VEHICLE AND
EQUIPMENT
STORAGE
136
H201B
2
ACCU-1
CO
NO2
CO
NO2CO
NO2
CO
NO2
CO
NO2
CO
NO2 CO
NO2
PROVIDE 6" CONCRETE PAD BY
GENERAL CONTRACTOR, EXTEND
PAD 6" BEYOND PERIMETER OF
ACCU-1. INSTALL WITH RUBBER
ISOLATORS. REFER TO CIVIL PLANS
FOR PAD.
8
8
6
6
9
9
10
10
8.2
8.2
11
11
12
12
13
13
8.5
8.5
9.8
9.8
10.3
10.3
13.1
13.1
D D
12.311.3
G G
H H
I.1 I.1
F F
E E
I I
76.5
6.5
8.9 9.4
9.4
7.3
REFER TO DWG H201B FOR
MECHANICAL ROOM PART
PLAN
2"
2"
S
MFR REQUIRED CLEARANCE
REFRIGERANT
PIPING TO/FROM
ACCU-1 TO AHU-1.
LAYOUT &
ROUTING PER PFR
GUIDELINES.
EF-17
MECHANICAL
ROOM
134
D D
B-1 B-2
HWP-2
HWP-1
ET-1
UH-1
CHEMICAL
SHOT FEEDER
6" CONCRETE HOUSEKEEPING
PAD BY GENERAL CONTRACTOR.
EXTEND 6" BEYOND EQUIPMENT
PERIMETER. (TYP 2)
MFR REQUIRED SERVICE
CLEARANCE.
12
12
13
13
D D
12.3
S
REFER TO DWG H704 FOR
HOT WATER SYSTEM PIPING
AND EQUIPMENT
T
CENTER UH-1 OVER DOOR6"Ø6"Ø
6"Ø
6"Ø
6"Ø BOILER VENT. TERMINATE
9'-10" AFF W/ 45° ELBOW (TYP 2)
6"Ø BOILER FLUE UP TO ROOF.
INSTALL ACCORDING TO MFR.
(TYP 2)
4"Ø HWS&R UP TO MEZZANINE
2"
2"
4"
4"
4"
EF-18
AS-1
3/4"
3/4"
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
9/13/2019
FIRST FLOOR
PIPING PLAN
PART B
H201B
MRC
SES
SEH
2170117
CONFORMED SET
8'16'4'01/8" = 1'-0"H201B
1 FIRST FLOOR PIPING PLAN PART B
0 4'8'2'1/4" = 1'-0"H201B
2 MECHANICAL ROOM PART PLAN
WASH EQUIP.
143 FLUIDS ROOM
138
MECHANICS
OFFICE
140
WASH BAY
144
UNISEX TOILET
139
POLICE
DEPARTMENT
VEHICLE
MAINTENANCE
142
PARTS ROOM
137
DPW VEHICLE
MAINTENANCE
141
EF-15
UH-2
UH-3
UH-4
CO
NO2
CO
NO2
CO
NO2
REMOTE FUEL OIL PUMP. MOUNT PUMP
ABOVE WASTE OIL TANK. ELEVATION OF
PUMP MUST NOT EXCEED 15'-0" BELOW
WOH-1 ELEVATION. REFER TO DWG
EQ101 FOR TANK LOCATION.
ROUTE 1/2" FUEL OIL SUCTION LINE INTO WASTE OIL TANK.
TERMINATE PIPE IN TANK WITH FOOT VALVE AND STRAINER AT
LEAST 6" FROM BOTTOM OF TANK.
ROUTE 1/8" FUEL OIL RETURN PIPE INTO WASTE OIL TANK.
TERMINATE PIPE OPEN ENDED 12" BELOW TOP OF WASTE OIL TANK.
ROUTE 3/8" FUEL OIL SUPPLY FROM PUMP TO WOH-1. LIFT HEIGHT
MUST NOT EXCEED 15'-0" WITH A TOTAL LENGTH OF LESS THAN
100'-0". DO NOT INSTALL MANUAL VALVES IN SUPPLY PIPING.
REFER TO MFR GUIDELINES FOR FUEL PUMP AND WOH-1
INSTALLATION. COORDINATE TANK OPENINGS WITH WASTE OIL
TANK MFR.
1
1
2
2
3
3
4
4
5
5
8
8
6
6
8.2
8.2
I.1 I.1
J J
K K
L L
I I
6.5
6.5
J.5J.5
FTR-1
ACU-2
FTR-2
T
T
TT
T
T
H
T
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"
1"
1"
1 1/4"
1 1/4"
UH-8
3/4" HWS&R UP TO MEZZANINE
VEF-3
CO NO2
EF-14
ROUTE 3/4" CONDENSATE DRAIN UP
TO OED FLOOR DRAIN ON
MEZZANINE.
REFRIGERANT PIPING
TO/FROM ACCU-3 ON ROOF.
INSTALL ACCORDING TO MFR
GUIDELINES TIGHT TO
EXTERIOR WALL.
1 1/4" HWS&R UP TO MEZZANINE.
RADIANT FLOOR TUBING CIRCUITS AND
LAYOUT BY MFR. COORDINATE RADIANT
FLOOR TUBING LAYOUT WITH INDUSTRIAL
EQUIPMENT AND ANCHOR PODS BEFORE
INSTALLATION.Z-1
GAS DETECTION
CONTROL PANEL
AND CEILING FAN
CONTROL PANEL.
HX-1
HWP-3 ET-2
AS-2
1"
1"
0' 4' 8'16'
SCALE: 1/8" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
9/13/2019
FIRST FLOOR
PIPING PLAN
PART C
H201C
MRC
SES
SEH
2170117
CONFORMED SET
1
1
1 10/4/2019 ADDENDUM 1
EF-1
EF-2
H&V-2
AHU-1
H&V-1
COMPRESSOR
ROOM
146
VEHICLE AND
EQUIPMENT
STORAGE
MEZZANINE
148
VEHICLE AND
EQUIPMENT
STORAGE
MEZZANINE
149
8
8
6
6
9
9
10
10
8.2
8.2
11
11
12
12
13
13
8.5
8.5
9.8
9.8
10.3
10.3
13.1
13.1
D D
12.311.3
G G
H H
I.1 I.1
F F
E E
I I
76.5
6.5
8.9 9.4
9.4
7.3
UH-7
EF-3
3/4"
3/4"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
1 1/4"
1 1/4"
2"2"2 1/2"
2 1/2"
4"
4"
REFRIEGERANT PIPING
TO/FROM ACCU-1 ON PAD.
INSTALL ACCORDING TO MFR
GUIDELINES.
MFR REQUIRED CLEARANCEMFR REQUIRED CLEARANCE
EF-16
CF-3
CF-3
CF-3
4" HWS&R DN TO MECHANICAL ROOM.
MFR REQUIRED CLEARANCE
ROUTE 1 1/2" CONDENSATE
DRAIN DN TO FLOOR DRAIN IN
MECHANICAL ROOM.
0' 4' 8'16'
SCALE: 1/8" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
9/13/2019
MEZZANINE
PIPING PLAN
PART B
H202B
MRC
SES
SEH
2170117
CONFORMED SET
HRV-1
DPW VEHICLE
MAINTENANCE
MEZZANINE
147
WOH-1
ROUTE 3/8" FUEL OIL SUPPLY FROM WOH-1 TO REMOTE
FUEL PUMP IN FLUIDS ROOM. LIFT HEIGHT MUST NOT
EXCEED 15'-0" WITH A TOTAL LENGTH OF LESS THAN
100'-0". DO NOT INSTALL MANUAL VALVES IN SUPPLY
PIPING.
REFER TO MFR GUIDELINES FOR FUEL PUMP AND WOH-1
INSTALLATION. COORDINATE TANK OPENINGS WITH
WASTE OIL TANK MFR.
MOUNT WOH-1 7'-0"
ABOVE MEZZANINE.
1
1
2
2
3
3
4
4
5
5
8
8
6
6
8.2
8.2
I.1
J
K
L
6.5
6.5
J.5
UH-5
UH-6
CF-1
CF-1
VEF-1
VEF-2
WASH BAY
144
1"1"
3/4"
3/4"1"
1"
2"2"
2"
2"
3/4"
3/4"
2"
2"
3/4"
3/4"
2 1/2"
2 1/2"
1" HWS&R UP TO H&V-3.
LOCATE COIL TRIM IN
PLENUM AND ROUTE
PIPNG TO THE HW COIL
THROUGH THE ROOF
CURB.
3/4" HWS&R DN TO WASH BAY EQUPMENT ROOM.
ROUTE 1" CONDENSATE
DRAIN TO FLOOR DRAIN ON
MEZZANINE.
1 1/4" HWS&R DN
TO PARTS ROOM
0' 4' 8'16'
SCALE: 1/8" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
9/13/2019
MEZZANINE
PIPING PLAN
PART C
H202C
MRC
SES
SEH
2170117
CONFORMED SET
EXISTING WALL FIELD
VERIFY
CONSTRUCTION.
SHEET METAL WALL SLEEVE.
EXTEND SLEEVE TO AN
APPROPRIATE LENGTH SUCH
THAT DUCT CONNECTION CAN
BE MADE.
ANCHOR
SILICONE SEALANT. APPLY
CONTINUOUS BEAD AROUND
PERIMETER OF LOUVER.
ANGLE CLIP AROUND INSIDE
OF LOUVER
1/2"x1/2" GALVANIZED WIRE
MESH INSIDE OF LOUVER.
LOUVER (SEE PLANS FOR
SIZES)
SHEET METAL FLASHING
DUCTWORK TO
EQUIPMENT
PROVIDE BURGLAR BARS ON ALL
LOUVERS LARGER THAN 12"X12"
PROVIDE SUPPORTS
TO PREVENT SAG
BETWEEN HANGERS
DUCT COLLAR
CONNECTING
STRAP
DIFFUSER
SUPPLY DUCT
MAIN
MINIMUM OF ONE DUCT DIAMETER
OF STRAIGHT DUCT TO INLET OF
DIFFUSER, OR PROVIDE EQUALIZING
GRID AT DIFFUSER
CONICAL SPIN IN
WITH DAMPER
HARD DUCT
ELBOW
FLEXIBLE DUCT, MAX. 5'-0" LONG.
SECURE INSIDE LINER WITH METAL HOSE
CLAMP RETAINING STRAPS. SECURE
OUTSIDE JACKET WITHNYLON TIE STRAPS. SEE
DIFFUSER TAGS FOR DUCT SIZES.
PIPE OR DUCT
INSULATION SHALL TERMINATE
AT EACH SIDE OF SLEEVE
FULL HEIGHT RATED PARTITION
EXTENDED FLOOR SLEEVE - 1/4" EXPOSED AREAS
AND 2" WET AREAS
VAPOR BARRIER (WHERE REQUIRED) AND INSULATION
TO BE FITTED TIGHT TO SLEEVE. SEAL WITH CONTINUOUS
BEAD OF NON-HARDENING CAULKING
FILL ENTIRE VOID BETWEEN SERVICE AND OPENING
WITH CAULK AND SEALANT AS SPECIFIED
SLEEVE
WALL
FLOOR
SLEEVE WHERE REQUIRED
BLOCK WALL
ELEVATION
PLAN
1" MIN.ELEVATION
1" MIN.
PLANL W45.0°L=W/4, 4" MIN.6"45.0°GOOSENECK
ROOF DECK
ROOFING
EXTERNAL INSULATION
2" DEEP DRIP PAN
SOLDERED WATERTIGHT
BLOCKING AND FLASHING AS REQUIRED SEE
ARCHITECTURAL PLANS
INSULATED ROOF CURB
WITH DAMPER TRAY DAMPER - SEE SCHEDULE
3. PROVIDE EXTENDED THROAT FOR ALL INTAKE
ROOF VENTILATORS.
NOTE:
1. ROOF CURB PROVIDED BY BUILDING MANUFACTURER.
COORDINATE INSTALLATION AND FLASHING WITH THE
GENERAL CONTRACTOR.
2. MECHANICAL CONTRACTOR SHALL
COORDINATE ROOF OPENING AND CURB SIZE
REQUIRED FOR DUCT PENETRATION.
SEE PLANS FOR
DUCT SIZES
COVER OPENING WITH
BIRDSCREEN
MINIMUM 135 deg
THERMADUCT STARTER PIECE
W/SEALANT
CONCRETE PLANK ROOF DECK
OUTDOOR DUCT
THERMADUCT- R VALUE: 20
FLASHING
NOTES:
1. REFER TO ARCHITECTURAL DRAWINGS FOR ROOF CURB,
FLASHING, AND ROOFTOP INSULATION.
2. REFER TO STRUCTURAL DRAWINGS FOR PLANK ROOF
REINFORCEMENTS AT ROOF OPENINGS.
DURO-LAST ROOF
INDOOR DUCT DROP
AIR
FLOW
DUCT TO MATCH
REGISTER FLANGE
OUTSIDE DIMENSIONS
DUCT LINER WHERE
SPECIFIED
6" MINIMUM
REGISTER WITH DAMPER MANUALLY
ADJUSTABLE FROM FACEPLAN VIEW
STAINLESS STEEL NEGATOR
CLOSURE SPRING
FASTEN DAMPER TO SLEEVE
BY WELDING 6" ON CENTER
FLOOR OR WALL BUILDING
CONSTRUCTION
BLADE LOCK
ALTERNATE LOCATION
FOR ACCESS DOOR
"S" JOINT COLLAR TO DUCT
BOTH SIDES OF FIRE
DAMPER (TYP.)
ONE PIECE ROLL FORMED
GALVANIZED STEEL FRAME
FUSIBLE LINK
(REPLACEABLE SNAP
LINK)
9/32" DIAMETER GALVANIZED
STEEL PIVOT ROD OR RIVET
ACCESS DOOR (MINIMUM
8"x8" FOR DUCT UP TO 12"
WIDE; MINIMUM 12"x12" FOR
WIDER DUCTWORK)
NOTE:
FIRE DAMPER INSTALLATION TO MEET UL REQUIREMENTS.
AUTOMATIC DAMPER (TYP.).
PROVIDED BY FAN
MANUFACTURER AND
INTERLOCKED WITH FAN.
MINIMUM 50% FREE AREA FIXED
LOUVER W/SCREEN
BY GENERAL CONTRACTOR
WALL, FOR TYPE SEE ARCHITECTURAL
DRAWINGS
STEEL LINTEL
12" SQUARE ACCESS DOOR
ANGLE IRON
ALL SIDESAUTOMATIC CONTROL
DAMPER18 GAUGE SHEET METAL PLENUM
TO EXTEND
THROUGH WALL TRANSITION
FROM FAN TO
LOUVER AS SHOWN ON THE
DRAWINGS; PITCH
TRANSITION TOWARD LOUVER
WIRE MESH INLET GUARD
MOTOR MOUNTED ON
VIBRATION ISOLATORS
WELD ANGLE IRON FRAME
FOR SUPPORT BY
HVAC SUBCONTRACTOR
14" MIN.
SEE PLENUM DETAIL
MOTOR HOUSING WITH BIRD
SCREEN BY FAN MANUFACTURER
SOUND ATTENUATING ROOF
CURB FURNISHED BY
BUILDING MANUFACTURER.
INSTALLED AND
FLASHED BY GENERAL
CONTRACTOR
DUCT SIZE TO MATCH FAN INLET
OPENING UNLESS OTHERWISE NOTED
NOTE:
FOR HINGED FAN CURB REQUIREMENTS (WHERE REQUIRED), REFER TO
SCHEDULES AND/OR SPECIFICATION.
MOTORIZED DAMPER (TYP)
PROVIDED BY FAN MANUFACTURER AND
INTERLOCKED WITH FAN.
COORDINATE WITH ATC CONTRACTOR
FOR ROOF
CONSTRUCTION
SEE ARCH. DRAWINGS
ROOF
ROOF EXHAUST FAN. FOR
ACTUAL TYPE (V-BELT OR
DIRECT DRIVE AND UPBLAST OR
DOWNBLAST). SEE
SCHEDULE ON THE DRAWINGS
24" MIN
MD
ELEVATION VIEW
TO F ACP
AIR SAMPLING TUBE
NOTE:
1. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH NFPA 72 AND ELECTRICAL
SPECIFICATIONS. DETECTORS SHALL BE FURNISHED AND WIRED TO THE FIRE ALARM
CONTROL PANEL (FACP) BY THE ELECTRICAL CONTRACTOR, INSTALLED BY THE HVAC
CONTRACTOR, AND WIRED TO IT'S RESPECTIVE UNIT BY THE ATC CONTROL.
2. SMOKE DETECTORS SHALL BE EQUALLY SPACED AS DEFINED BY THE ELEVATION
PARAMETERS.
AIR SAMPLING SMOKE
DETECTOR
NO. OF SMOKE
DETECTORS
"A" DIM
144" MAX
"A" DIM
36"1
72"2
96"3
120"4
144"5
TO AHU
18"
SECTION
18"
PLAN VIEW
1 SUPPORT TRANSFER DUCT FROM STRUCTURE ABOVE.
2 OPEN END DUCT.
WALL
1" INTERNAL LINING (TYP.)
(PLENUM TO PLENUM)
FINISHED CEILING
SEE NOTE 2
1" INTERNAL
LINING (TYP.)
8"
(PLENUM TO PLENUM TRANSFER)
NOTES:
REFER TO ARCHITECTURAL DRAWINGS FOR FULL HEIGHT WALL PARTITIONS.
PROVIDE TRANSFER AIR DUCT IN EACH ROOM AND/ORWHERE SHOWN ON THE DRAWINGS.
REFER TO FLOOR PLANS FOR TRANSFER DUCT SIZE.
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
9/13/2019
HVAC DETAILS
H501
MRC
SES
SEH
2170117
CONFORMED SET
NOT TO SCALEH501
1 LOUVER ASSEMBLY DETAIL
NOT TO SCALEH501
2 DIFFUSER FLEXIBLE DUCT CONNECTION
NOT TO SCALEH501
3 DUCT OR PIPE WALL AND FLOOR PENETRATION DETAIL
NOT TO SCALEH501
4 DUCT TAKE-OFF DETAIL
NOT TO SCALEH501
5 GOOSENECK DETAIL - INTAKE OR EXHAUST
NOT TO SCALEH501
6 DUCT PENETRATION THROUGH ROOF
NOT TO SCALEH501
7 TYPICAL DUCT MOUNTED REGISTER (RECTANGULAR DUCT)
NOT TO SCALEH501
8 FIRE DAMPER DETAIL
NOT TO SCALEH501
9 SIDEWALL PROPELLER FAN DETAIL
NOT TO SCALEH501
10 ROOF EXHAUST FAN DETAIL
NOT TO SCALEH501
11 DUCT SMOKE DETECTOR DETAIL
NOT TO SCALEH501
12 TRANSFER DUCT DETAIL
STEEL PLATE
WASHER
HANGER ROD
AS REQUIRED
TYPE 19
TOP BEAM C-CLAMP
(FIGURE 94)
(FIGURE 95)
C-CLAMP
TYPE 23
(FIGURE 66)
WELDED BEAM ATTACHMENT
TYPE 22
JOIST HANGER ATTACHMENT
WELD
STRUCTURAL
STEEL JOIST
NOTE:
FIGURE NUMBERS TYPICAL TO
GRINNELL SUPPORT NUMBERS.
DRILL ADDITIONAL HOLES AS
REQUIRED FOR ADDITIONAL
BOLTS
TYPE 8
RISER CLAMP
(FIGURE 261)
(FIGURE CT-121 FOR COPPER
TUBING)
TYPE 3
DOUBLE BOLT PIPE CLAMP CARBON OR
ALLOY STEEL (FIGURE 295, 295H)
NOTE:
FIGURE NUMBERS ARE TYPICAL TO GRINNELL
SUPPORT NUMBERS.
VAPOR BARRIER AND MOISTURE
MIGRATION SEAL
PIPE
INSULATION
APPLY INSULATION AND
VAPOR JACKET SEAL
AROUND ROD ON COLD
SERVICE INSTALLATION
TYPE 3 DOUBLE
BOLT PIPE
CLAMP
ADHESIVE (TYPICAL)
TAPE APPLIED AT
EACH BUTT JOINT
TYPE 17
WELDLESS
EYENUT
MINIMUM
4"MIN
6"MAX
MINIMUM
1" LONG, 1/4" STITCH WELDS
(MINIMUM 3 EACH) ON EACH SIDE
OF FLAT BAR STOCK
MINIMUM 1" LONG 1/4"
STITCH WELD (TYPICAL)
3-1/2"
MINIMUM 1/4"
THICK PLATE
3-1/2"
MINIMUM 1/4" THICK
TEE SECTION
3/8" HOLE SIZE, OVERSIZED
1/16" HOLE (4 EACH)
NOTES:
1. SUPPORT WITH APPROVED ANCHORS TO MATCH BASE MATERIALS AND LOCAL
REQUIREMENTS.
2. STRUCTURAL TEE SECTION CUT AT WEB CENTER OF W-SHAPE STEEL BEAM.
HANGER ROD ATTACHED TO
STRUCTURE ABOVE
NON-
INSULATED
PIPE
PIPE INSULATION AS
REQUIRED
TYPE 40 & 41 INSULATION PROTECTION
SHIELD (FIGURE 167)
NOTES:
1. SIZE RODS, SPRING CUSHION, AND HORIZONTAL MEMBER APPROVED TO SATISFY LOAD
REQUIREMENT WITH SAFETY FACTOR OF 5.
2. FIGURE NUMBERS ARE TYPICAL TO GRINNELL SUPPORT NUMBERS.
EQUAL LEG ANGLE
ASSEMBLY (FIG. 50 CHANNEL
ASSEMBLY (FIG. 45), OR
UNIVERSAL TRAPEZE
ASSEMBLY (FIG. 46)
NOTES:
1. FOR TYPE OF HANGER AND INSULATION REQUIREMENTS REFER TO SPECIFICATIONS.
2. SERVICE PIPING AS INDICATED IN SPECIFICATIONS SHALL BE INSTALLED ON ROLLER HANGERS.
INSULATION
PROTECTION SHIELD
INSULATION
AS SPECIFIED
INSULATION
AS SPECIFIED
HANGER ROD
INSULATION PROTECTION
SADDLE WELDED TO PIPE
ADJUSTABLE STEEL CLEVIS HANGER
(MSS SP-69 TYPE 1)
FOR PIPE SIZES 2-1/2"AND LESS
ADJUSTABLE STEEL CLEVIS HANGER
(MSS SP-69 TYPE 43)
FOR PIPE SIZES GREATER THAN 2-1/2"
NOTES:
1. REFER TO OTHER DETAILS ON THIS DRAWING FOR HIGH VELOCITY DUCTWORK
DETAILS AS REQUIRED.
2. FOR STRAP AND TRAPEZE HANGER SIZE, REFER TO SMACNA DUCT STANDARDS
3. NO POP RIVETS ALLOWED, USE SELF-TAPPING SHEET METAL SCREWS ONLY.
1/2"∅MISSPOT WELD ANGLE TO
STRUCTURAL STEEL
STRUCTURAL STEEL OR
BUILDING STRUCTUREC-CLAMP
HANGER
STRAPS
ANGLES
TRAPEZE HANGERSTRAP HANGER
FASTENERS FOR ATTACHING MEP EQUIPMENT
HANGERS TO ROOF PURLIN FRAMING (SIM TO "SAMMYS
SIDEWINDERS") TO BE FURNISHED & INSTALLED BY
SPECIFIC MECH, ELECT, PLUMB OR FP SUB-TRADE,
TYP. METHOD OF ATTACHMENT TO BE APPROVED BY
METAL BUILDING MANUFACTURER.
GENERAL NOTES:
1. ALL MECHANICAL, ELECTRICAL, PLUMBING & FIRE-PTROTECTION (MEP/FP), ETC. SUB-TRADES SHALL PROVIDE
AND INSTALL ALL SUPPLEMENTAL STEEL SUPPORTS, ANGLES, STRUTS, CLIPS, ATTACHMENTS, ETC. AS
NECESSARY FOR THE COMPLETE INSTALLATION AND SUPPORT OF ALL BUILDING MEP/FP SYSTEMS.
2. ALL MEP/FP SUB-TRADES SHALL SIZE ALL SUPPORTS, ANGLES, CONNECTORS, ETC, AS REQUIRED TO SUPPORT
THE LOADS OF THE SUSPENDED SYSTEMS AND SHALL COORDINATE SIZES AND LOCATIONS, AND SHALL
OBTAIN APPROVAL FROM THE METAL BUILDING MANUFACTURER.
3. ALL FASTENERS, COUPLINGS, ANGLES, ETC. ATTACHED TO THE BUILDING ROOF PURLIN FRAMING ABOVE THE
BOTTOM OF THE PURLIN, TO BE INSTALLED PRIOR TO INSTALLATION OF THE CEILING FABRIC LINER.
SUSPENDED SUPPORTS INSTALLED BELOW THE BOTTOM OF THE PURLIN FRAMING TO BE INSTALLED
FOLLOWING INSTALLATION OF THE CEILING LINER. GENERAL CONTRACTOR SHALL COORDINATE THE
SEQUENCE AND INSTALLATION OF THE WORK.
4. ALL EQUIPMENT LOADS/ REACTIONS IMPOSED ON THE METAL BUILDING FRAMING TO BE REVIEWED AND
APPROVED BY THE METAL BUILDING MANUFACTURER. ALL SUPPLEMENTAL BUILDING FRAMING MEMBERS, AS
REQUIRED TO SUPPORT MECHANICAL/ ELECTRICAL/ FIRE PROTECTION EQUIPMENT, AS DETERMINED BY THE
PREFABRICATED METAL BUILDING DESIGN, IN CONSIDERATION OF ALL EQUIPMENT-IMPOSED LOADS TO THE
BUILDING, TO BE PROVIDED BY METAL BUILDING MANUFACTURER.
5. ALL SUPPLEMENTAL SUPPORT STEEL AND FASTENERS IN WASHBAY AREA SHALL BE STAINLESS STEEL.
ALL EQUIPMENT HANGERS, SUPPORTS,
STRUTS, ANGLES, FASTENERS, CLIPS, ETC. AS
REQUIRED TO SUPPORT/ SUSPEND ALL
MEP/FP EQUIPMENT, DUCTWORK, PIPING,
CONDUIT, AND ALL OTHER MATERIALS AS
REQUIRED FOR THE COMPLETE INSTALLATION
OF MEP/FP SYSTEMS, TO BE PROVIDED BY
EACH SPECIFIC MEP/FP SUB-TRADE
ASSOCIATED WITH THE WORK, TYP.
STEEL ANGLE AND ATTACHMENT TO
ROOF PURLINS BY SPECIFIC MEP/FP
SUB-TRADES ASSOCIATED WITH THE
WORK, TYP. (INSTALLATION PRIOR TO
INSTALLATION OF FABRIC CEILING
LINER).
ROOF PURLIN FRAMING
BY METAL BUILDING
MANUFACTURER (TYP)
HVAC FILE SUB BID CONTRACTOR TO
INSTALL ALL HANGERS PRIOR TO ROOF
FABRIC INSTALLATION.
STEEL ANGLES AND
ATTACHMENTS BELOW
BOTTOM OF PURLINS BY
SPECIFIC MEP/FP
SUB-TRADES
ASSOCIATED WITH THE
WORK, FOLLOWING
INSTALLATION OF
FABRIC CEILING LINER,
TYP.
FABRIC
CEILING
LINER
ALL EQUIPMENT
HANGERS,
SUPPORTS, STRUTS,
ANGLES, FASTENERS,
CLIPS, ETC.TO BE
PROVIDED BY EACH
SPECIFIC MEP/FP
SUB-TRADE
ASSOCIATED WITH
THE WORK, TYP.
ROOF
PURLIN
ROOF
PURLIN
EQUIPMENT HANGER COUPLING: NOTE,
BOTTOM OF COUPLING TO BE INSTALLED
1/16" +/- BELOW BOTTOM OF ROOF PURLIN
FRAMING, AS REQUIRED TO INSTALL
THREADED ROD HANGER THROUGH FABRIC
CEILING
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
9/13/2019
HVAC DETAILS
H502
MRC
SES
SEH
2170117
CONFORMED SET
NOT TO SCALEH502
1 C-CLAMPS, JOIST HANGER ROD, AND WELDED BEAM ATTACHMENTS
NOT TO SCALEH502
2 PIPE CLAMPS
NOT TO SCALEH502
3 PIPE HANGER, INSULATION AND VAPOR JACKET
NOT TO SCALEH502
4 T-BAR MOUNTED PIPE ANCHOR
NOT TO SCALEH502
5 TRAPEZE TYPE PIPE SUPPORT
NOT TO SCALEH502
6 PIPE HANGING DETAIL
NOT TO SCALEH502
7 DUCT HANGING DETAIL
NOT TO SCALEH502
8 ROOF PURLIN ATTACHMENT DETAILS
DISCHARGE
TRIPLE DUTY VALVE
PRESSURE GAUGE
FLEXIBLE COUPLING W/ GUARD
MOTOR
CAST IRON OR STEEL BASE FILLED
WITH NON-SHRINKING GROUT
2" MIN. ALL AROUND
STEEL FRAMED
CONCRETE
FILLED INERTIA
BASE WITH
SPRING VIBRATION
ISOLATION
FINISHED FLOOR
SUCTION
BUTTERFLY VALVE
FLEXIBLE CONNECTION (TYP.)
SEE SPECIFICATION
SUCTION DIFFUSER
PROVIDE CLEARANCE
STRAINER
3/4" HOSE-END
DRAIN VALVE
ADJUSTABLE PIPE STAND
NOTE: VERIFY BASE SIZE WITH PUMP MANUFACTURER.
NO PIPE WEIGHT SHALL REST ON PUMP CASING.
WHERE SUCTION AND DISCHARGE PIPING IS
SUPPORTED FROM STRUCTURAL STEEL
MEMBERS PROVIDE VIBRATION ELIMINATION
PIPE SUPPORT HANGERS.
THERMOMETER (TYP)
6" CONCRETE HOUSE
KEEPING PAD BY G.C.
STRAINER W/
1/2" HOSE-END
DRAIN VALVE
SHUT-OFF VALVE (TYP)
THERMOMETER
TRIPLE DUTY VALVE (TYP)
COMBINATION
BALANCING &
SHUT-OFF
VALVE
PUMP (TYP)
PRESSURE GAUGENOTES:
1. ALL REDUCERS IN HORIZONTAL RUNS SHALL BE ECCENTRIC TYPE
(FLAT ON TOP).
2. PUMPS OVER 1/2" HP SHALL SHALL HAVE SPRING ISOLATOR SUPPORTS.
3. VALVES SHALL BE SAME SIZE AS PIPE.
4. PROVIDE BUTTERFLY VALVES ON PIPING LARGER THAN 2".
PROVIDE UNIONS ON THREADED PUMPS.
PROVIDE FLANGES ON FLANGED PUMPS
COIL
2-WAY ACV
PTPT
DRAIN
NOTES:
1. FOR PIPING OVER 2" REPLACE BAL VALVES WITH BUTTERFLY VALVES.
RETURN
SUPPLY
PTPT
COMBINATION BALANCING
AND SHUT-OFF VALVE
(W/MEMORY STOP)
AUTOMATIC AIR VENT
LEVER HANDLE GAUGE
COCK WITH PIPE
THREADS
SCH 80 BLACK STEEL
NIPPLE
INSULATION AND
VAPOR BARRIER AS
REQUIRED
WATER FLOW
INSTALL VENT AT HIGHEST
POINT OF OBSTRUCTION
EXISTING
OBSTRUCTIONS
(TYPICAL)
3000 LB FULL
STRENGTH COUPLING
WELDED TO PIPE;
1/4" MINIMUM SIZE
ROUTE TUBING TO NEAREST SERVICE SINK
OR APPROVED DRAIN WHEN USED INSIDE
BUILDING 1/2" MINIMUM SIZE (NOT
REQUIRED OUTDOORS)
UNIT HEATER
HOSE END DRAIN
UNION (TYP)
MANUAL AIR VENT
(TYP.)AHWR
MODEL STAD
TO "TOUR & ANDERSSON",
OFF AND DRAIN VALVE, EQUAL
COMBINATION BALANCE, SHUT-
BALL VALVE
HWS
VALVE
AQUASTAT TO STRUCTURE
1/2" THREADED ROD
ADJUSTABLE
LOUVERS
PIPE HANGER. ADJUST
SO PIPE WEIGHT DOES
NOT REST ON HEATER
NOTE :
HORIZONTAL UNIT HEATER
SHOWN. VERTICAL UNITS
PIPED SIMILAR AND HUNG
FROM ABOVE AT FOUR
CORNERS OR LOCATIONS
AS PER MANUFACTURER.
SHUT-OFF VALVE
3/4"
CHEMICAL
SHOT
FEEDER
UNIONS
(TYPICAL)
DRAIN VALVE
WITH CAP
SERVICE
VALVES
FLOW INDICATOR
SIGHT GLASS
CHEMICAL
FUNNEL
BALANCE
VALVE
NOTE:
1. PROVIDE 2 GALLON CHEMICAL SHOT FEEDER.
PUMP
PUMP
SUCTION TO
EXPANSION
TANK
PUMP
DISCHARGE
TO SYSTEM
STRAINER
4" CONCRETE BASE
DIAPHRAGM
EXPANSION TANK
PRESSURE
REDUCING
VALVE
BACKFLOW
PREVENTER
DRAIN VALVE -
EXTEND TO NEAREST
FLOOR DRAIN
SHUT-OFF VALVE
DRAIN VALVE
AIR SEPARATOR
FROM
BOILER/HEAT
EXCHANGER
A
MAKE CONNECTION TO BOTTOM OF PIPE
3/4" CW FILL
PRESSURE GAUGE
TO CIRCULATING PUMP
AUTOMATIC AIR VENT
UNION
A
HIGH CAPACITY AUTOMATIC AIR VENT
ISOLATION
VALVE
CAPPED VALVE
HEAD
SUPPLY
MANIFOLD
SUPPLY PIPING TO IN-
FLOOR LOOP
RETURN
MANIFOLD
CONTROL
VALVE
ISOLATION
VALVE
RETURN PIPING FROM IN-
FLOOR LOOP
RETURN PIPING
(BY MECH CONTRACTOR)
A"
B"
1"MIN.
FINISHED FLOORSEE NOTE 2EXTEND AND TURN DOWN TO FLOOR
DRAIN OR HUB WITH A 2" MINIMAL AIR
GAP. (COORDINATE WITH PLUMBING)
AIR
HANDLING
UNIT
CONCRETE
HOUSEKEEPING PAD
THREADED TEE, WITH
EXTEND NECK AND CAP
FOR CLEANING TRAP
NOTES:
1. PIPE SIZES AS INDICATED ON PLANS. WHERE NOT SHOWN, SIZE
SHALL BE FULL SIZE OF DRAIN TAP ON AHU OR 1-1/4" MINIMUM.
2. 6" MAXIMUM PAD HEIGHT. IF HIGHER ELEVATION IS REQUIRED
FOR TRAP, USE OPTIONAL AHU BASE RAIL AND 4" HIGH
HOUSEKEEPING PAD.
3. SEE SPECIFICATIONS FOR INSULATION REQUIREMENTS.
A = SCHEDULED FAN STATIC PLUS ONE INCH
B = 1/2 OF SCHEDULED FAN STATIC
A
B= 1/2 OF SCHEDULED FAN STATIC
A= SCHEDULED FAN STATIC PLUS ONE INCH
B
PAN
DRAIN VENT
2"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
9/13/2019
HVAC DETAILS
H503
MRC
SES
SEH
2170117
CONFORMED SET
NOT TO SCALEH503
1 END SUCTION PUMP DETAIL
NOT TO SCALEH503
2 INLINE PUMP DETAIL
NOT TO SCALEH503
3 2-WAY CONTROL VALVE COIL
NOT TO SCALEH503
4 HIGH POINT MANUAL AIR VENT
NOT TO SCALEH503
5 UNIT HEATER PIPING DETAIL
NOT TO SCALEH503
6 CHEMICAL SHOT FEEDER DIAGRAM
NOT TO SCALEH503
7 EXPANSION TANK PIPING DETAIL
NOT TO SCALEH503
8 IN-FLOOR MANIFOLD DETAIL
NOT TO SCALEH503
9 CONDENSATE DRAIN TRAP
NOT TO SCALEH503
10 COOLING COIL CONDENSATE DRAIN DETAIL
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
9/13/2019
HVAC
SCHEDULES
H601
MRC
SES
SEH
2170117
CONFORMED SET
HEATING AND VENTILATION UNIT SCHEDULE
ID LOCATION MANUFACTURER MODEL NO.
OUTSIDE
AIR SUPPLY FAN FAN HEATING COIL
PRE-FILTE
R FILTER
UNIT
WEIGHT
(LB)FLA MCA MOCP VOLT PH REMARKS
FLOW
(CFM)
AIRFLOW PRESS
RPM
DRIVE
TYPE
MOTOR MOTOR
CAP
(MBH)
AIRSIDE WATERSIDE
TYPE TYPEDESIGN (CFM)
ESP (IN
W.G.)
TSP (IN
W.G)QTY
POWER
(HP)BHP RPM
DESIGN FLOW
(CFM)
EAT(db)
°F
LAT(db)
°F PD (IN W.G.) ROWS
FLOW
(GPM)EWT (°F) LWT (°F) PD (FT H2O)
H&V-1 VEHICLE STORAGE TRANE CSAA025 1000 13000 1.50 3.50 1564 DIRECT 1 11.00 10.76 1200 817.71 13000 7.0 65.0 0.20 2 57.5 160 130 1.2 MERV 8 MERV 13 2464 43.5 54.0 90.0 208 3
H&V-2 SHOPS TRANE CSAA014 3000 7000 1.50 4.22 2008 DIRECT 1 8.00 7.69 1800 440.31 7000 7.0 65.0 0.22 2 30.9 160 130 0.9 MERV 8 MERV 13 1861 29.5 36.5 60.0 208 3
EXHAUST FAN SCHEDULE
ID LOCATION MANUFACTURER MODEL NO. TYPE
FAN
UNIT
WEIGHT
(LB)VOLT PH REMARKS
AIRFLOW PRESS
RPM
DRIVE
TYPE
MOTOR
DESIGN
(CFM)
ESP (IN
WG)QTY HP BHP RPM
EF-1 VEHICLE STORAGE GREENHECK AER-E24C-425-A20 SIDEWALL 6500 0.50 1618 DIRECT 1 2 1.63 1750 230 208 3 PROVIDE WALL HOUSING MOUNTING KIT. INCLUDE WALL HOUSING FAN, GRAVITY DAMPER, OSHA GUARD/MOTOR
EF-2 VEHICLE STORAGE GREENHECK AER-E24C-425-A20 SIDEWALL 6500 0.50 1618 DIRECT 1 2 1.63 1750 230 208 3 PROVIDE WALL HOUSING MOUNTING KIT. INCLUDE WALL HOUSING FAN, GRAVITY DAMPER, OSHA GUARD/MOTOR
EF-3 VEHICLE STORAGE GREENHECK AER-E20C-610-VG SIDEWALL 1000 0.50 1160 DIRECT 1 0.17 0.16 1160 159 208 1 PROVIDE WALL HOUSING MOUNTING KIT. INCLUDE WALL HOUSING FAN, GRAVITY DAMPER, OSHA GUARD/MOTOR
EF-4 FACILITY CARPENTRY SHOP GREENHECK G-095-VG CENTRIFUGAL DOWNBLAST 600 0.72 1725 DIRECT 1 0.17 0.16 1725 29 120 1
EF-5 SIGN SHOP GREENHECK G-080-VG CENTRIFUGAL DOWNBLAST 200 0.71 1725 DIRECT 1 0.1 0.07 1725 26 120 1
EF-6 SHARED GENERAL SHOP GREENHECK G-103-VG CENTRIFUGAL DOWNBLAST 1200 0.29 1725 DIRECT 1 0.25 0.29 1725 37 120 1
EF-7 PARKS SMALL ENGINE GREENHECK G-090-VG CENTRIFUGAL DOWNBLAST 450 0.72 1725 DIRECT 1 0.1 0.10 1725 27 120 1
EF-8 HIGHWAY SMALL ENGINE GREENHECK G-095-VG CENTRIFUGAL DOWNBLAST 275 0.75 1603 DIRECT 1 0.17 0.10 1725 29 120 1
EF-9 LOCKER ROOMS GREENHECK G-099-VG CENTRIFUGAL DOWNBLAST 900 0.91 1725 DIRECT 1 0.25 0.26 1725 37 120 1
EF-10 TOILET ROOMS GREENHECK G-097-VG CENTRIFUGAL DOWNBLAST 150 0.75 1433 DIRECT 1 0.25 0.07 1725 37 120 1
EF-11 WASH BAY GREENHECK G-097-VG CENTRIFUGAL DOWNBLAST 100 0.75 1347 DIRECT 1 0.25 0.05 1725 37 120 1
EF-12 WASH BAY GREENHECK CUE-121-VG CENTRIFUGAL UPBLAST 1100 1.00 1465 DIRECT 1 0.5 0.29 1725 53 120 1
EF-13 PARTS ROOM GREENHECK G-103-VG CENTRIFUGAL DOWNBLAST 1050 0.75 1661 DIRECT 1 0.25 0.26 1725 37 120 1
EF-14 FLUID ROOM GREENHECK AER-E20C-610-VG SIDEWALL 400 0.75 1701 DIRECT 1 0.1 0.12 1725 27 120 1
EF-15 UNISEX TOILET GREENHECK SP-A50-90-VG CEILING EXHAUST 75 0.78 887 DIRECT 1 0.02 0.00 887 12 120 1 PROVIDE WALL CAP, INSECT BIRD SCREEN, AND GRAVITY DAMPER.
EF-16 COMPRESSOR ROOM GREENHECK AER-E20C-615-VG SIDEWALL 1200 0.50 1254 DIRECT 1 0.5 0.23 1600 91 120 1
EF-17 ELECTRIC ROOM GREENHECK AER-E20C-605-VG SIDEWALL 100 0.50 1082 DIRECT 1 0.25 0.08 1350 143 120 1
EF-18 MECHANICAL ROOM GREENHECK AER-E20C-605-VG SIDEWALL 175 0.50 1082 DIRECT 1 0.25 0.08 1350 143 120 1
VEF-1 VEHICLE MAINTEANCE CARMON CMW-11 VEHICLE EXHAUST 900 5.00 DIRECT 1 1.5 1.25 100 208 3 PROVIDE 7"Ø 30FT HOSE REEL (MODEL TSR-P32), CTA-6 CLAMP ADAPTER WITH DUAL PIPE ADAPTER FITTING, AND ALUMINUM DIESEL CANE (DCA).
VEF-2 VEHICLE MAINTEANCE CARMON CMW-11 VEHICLE EXHAUST 900 5.00 DIRECT 1 1.5 1.25 100 208 3 PROVIDE 7"Ø 30FT HOSE REEL (MODEL TSR-P32), CTA-6 CLAMP ADAPTER WITH DUAL PIPE ADAPTER FITTING, AND ALUMINUM DIESEL CANE (DCA).
VEF-3 VEHICLE MAINTEANCE CARMON CMW-11 VEHICLE EXHAUST 900 5.00 DIRECT 1 1.5 1.25 100 208 3 PROVIDE 7"Ø 30FT HOSE REEL (MODEL TSR-P32), CTA-6 CLAMP ADAPTER WITH DUAL PIPE ADAPTER FITTING, AND ALUMINUM DIESEL CANE (DCA).
AIR HANDLING UNIT SCHEDULE
ID LOCATION MANUFACTURER MODEL NO. TYPE
OUTSIDE
AIR SUPPLY FAN EXHAUST FAN COOLING COIL
COOLING
PLANT HEATING COIL HEATING PLANT PRE-FILTER FILTER
UNIT
WEIGHT
(LB)FLA MCA MOCP VOLT PH REMARKS
FLOW
(CFM)
AIRFLOW PRESS
DRIVE
TYPE
MOTOR AIRFLOW PRESS MOTOR CAP AIRSIDE REFRIGERANT
CAP
AIRSIDE WATERSIDE GLYCOL
EFF EFF
DESIGN
(CFM)
ESP (IN
WG)
TSP (IN
WG) QTY
POWER
(HP) RPM BHP
DESIGN
(CFM)
ESP (IN
WG)
TSP (IN
WG)
DRIVE
TYPE QTY
POWER
(HP) RPM BHP
TOTAL
(MBH)
SENSIBLE
(MBH)
EAT(db)
°F
EAT(wb)
°F
LAT(db)
°F
LAT(wb)
°F
PD (IN
WG) TYPE
EAT(db)
°F
LAT(db)
°F
FLOW
(GPM)
EWT
°F
LWT
°F
PD (FT
H2O) TYPE %
AHU-1 MEZZANINE TRANE CSAA012 INDDOR 1500 6000 1.50 3.32 DIRECT 1 5.00 1200 4.77 6000 1.00 1.39 DIRECT 1 4.00 1800 3.58 212.13 157.93 79.0 65.3 55.0 53.5 0.51 R-410A 165.93 54.5 80.0 11.7 160 130 0.8 PG 30 MERV 8 MERV 13 3160 38.7 44.2 60.0 208 3
ENERGY RECOVERY UNIT SCHEDULE
ID LOCATION MANUFACTURER MODEL NO.
SUPPLY
AIRFLOW
(CFM)
EXHAUST
AIRFLOW
(CFM)
SUPPLY FAN FAN EXHAUST FAN SUMMER DESIGN ENERGY RECOVERY PREHEAT COIL HEATING PLANT WINTER DESIGN ENERGY RECOVERY PRE-FILTER FILTER
UNIT
WEIGHT
(LB)FLA MCA MOCP VOLT PH REMARKSDRIVE
AIRFLOW PRESS
RPM
MOTOR MOTOR AIRFLOW PRESS
RPM
MOTOR OUTSIDE AIR EXHAUST AIR
CAP
(MBH)
AIRSIDE WATERSIDE GLYCOL OUTSIDE AIR EXHAUST AIR
EFF EFFDESIGN (CFM)
ESP (IN
WG)
TP (IN
WG)QTY
POWER
(HP)BHP RPM DESIGN (CFM)
ESP (IN
WG)
TSP (IN
WG)QTY
POWER
(HP)BHP RPM EAT(db) °F EAT(db) °F
EAT(db)
°F
LAT(db)
°F
PD (IN
WG)
FLOW
(GPM)
EWT
(°F)
LWT
(°F)
PD (FT
H2O)TYPE %
EAT(db)
°F
LAT(db)
°F
EAT(db)
°F
LAT(db)
°F
HRV-1 VEHICLE MAINTEANCE TRANE CSIA017 9000 9000 DIRECT 9000 2.00 4.63 2059 1 10.50 10.36 1800 9000 2.00 4.63 1891 1 10.50 10.04 1800 91.0 70.0 404.59 38.6 80.0 0.26 28.5 160 130 0.8 PG 30 7.0 38.6 70.0 40.9 MERV 8 MERV 13 5632 85.5 96.0 125.0 208 3
WASH BAY HEATING AND VENTILATION UNIT SCHEDULE
ID LOCATION MANUFACTURER MODEL NO.
OUTSIDE
AIR SUPPLY FAN RETURN FAN HEATING COIL
PRE-FILTE
R FILTER
UNIT
WEIGHT
(LB)FLA MCA MOCP VOLT PH REMARKS
FLOW
(CFM)
AIRFLOW PRESS
RPM
DRIVE
TYPE
MOTOR AIRFLOW PRESS
RPM
DRIVE
TYPE
MOTOR
CAP
(MBH)
AIRSIDE WATERSIDE
TYPE TYPEDESIGN (CFM)
ESP (IN
W.G.)
TSP (IN
W.G)QTY
POWER
(HP)BHP DESIGN (CFM) ESP (IN WG) TSP (IN WG) BHP QTY
POWER
(HP)
DESIGN FLOW
(CFM)
EAT(db)
°F
LAT(db)
°F PD (IN W.G.) ROWS
FLOW
(GPM)EWT (°F)
LWT
(°F)
PD (FT
H2O)
H&V-3 WASH BAY TRANE UCCAK03 100 1200 1.00 2.86 2856 DIRECT 1 2.00 1.04 1200 1.00 1.07 1321 DIRECT 0.48 1 2.50 67.03 1200 7.0 58.5 0.18 2 4.7 160 130 0.2 MERV 8 MERV 13 1371 11.8 13.5 20.0 208 3
GAS-FIRED BOILER SCHEDULE
ID LOCATION MANUFACTURER MODEL NO.
GAS-FIRED HEAT EXCHANGER HEATING PLANT
THERMAL
EFF (%)
UNIT
WEIGHT
(LB)FLA MCA VOLT PH REMARKS
GAS BURNER WATERSIDE GLYCOL
INPUT (Btu/h) CAP (Btu/h)
FUEL FLOW
EWT °F LWT °F PD (FT H2O) VOL (GAL) TYPE %TYPE
PRESS AVAIL
(IN W.C.)DESIGN (GPM)
B-1 MECH ROOM LOCHINVAR FBN1001 999999 960000 NATURAL GAS 4.0 64.0 130 160 10.6 77.0 PG 30 96.2 1596 6.0 8.0 120 1
B-2 MECH ROOM LOCHINVAR FBN1001 999999 960000 NATURAL GAS 4.0 64.0 130 160 10.6 77.0 PG 30 96.2 1596 6.0 8.0 120 1
PUMP SCHEDULE
ID MANUFACTURER MODEL NO. TYPE
PUMP MOTOR UNIT
WEIGHT
(LB)VOLT PH REMARKS
FLOW HEAD
(FT)DRIVE TYPE
POWER
(HP)BHP RPMDESIGN (GPM)
HWP-1 BELL & GOSSETT e-1510 BASE MOUNT END SUCTION 133.0 60.0 DIRECT 3.00 2.60 1800 180 208 3
HWP-2 BELL & GOSSETT e-1510 BASE MOUNT END SUCTION 133.0 60.0 DIRECT 3.00 2.60 1800 180 208 3
HWP-3 BELL & GOSSETT ECOCIRC XL 55-45 INLINE 16.6 40.0 DIRECT 1.00 0.85 3236 22 208 3
CABINET UNIT HEATER SCHEDULE
ID LOCATION MANUFACTURER MODEL NO. TYPE
FAN HEATING COIL HEATING COIL HEATING PLANT
UNIT
WEIGHT (LB)VOLT PH REMARKS
AIRFLOW
(CFM)
MOTOR
CAP (BTU/H)
AIRSIDE WATER SIDE
TYPE %POWER (HP) EAT(db) °F LAT(db) °F FLOW EWT °F LWT °F PD (FT H20)
CUH-1 VESTIBULE TRANE RWI-02 RECESSED CEILING MOUNTED E 02 240 0.03 18400 55.0 126.0 0.92 160 130 3.8 PG 30 78 120 1
CUH-2 VESTIBULE TRANE RWI-02 RECESSED CEILING MOUNTED E 02 240 0.03 18400 55.0 126.0 0.92 160 130 3.8 PG 30 78 120 1
RADIANT MANIFOLDS
ID Manufacturer CIRCUIT QTY
TUBE SPACING
(IN)
HEATING
CAPACITY(BTU/H
)
FLOW RATE
(GPM)EWT °F WPD (IN WG)REMARKS
Z-1 VIEGA 14 9 155227 15.6 GPM 102 14.30 PROVIDE STAINLESS STEEL MANIFOLD WITH SHUTOFF/BALANCING/FLOW METERS
CONDENSING UNIT SCHEDULE
ID MANUFACTURER MODEL NO.
TOTAL COOLING CAP
(BTU/H) REFRIGERANT TYPE SEER
SUMMER AMBIENT DBT
°F UNIT WEIGHT (LB) MCA MOCP VOLT PH FREQ REMARKS
ACCU-1 TRANE RAUC20-CU2 266660 R-410A 11.7 91.0 1872 102.0 125.0 208 3 60 PROVIDE WIND BAFFLE FOR LOW AMBIENT OPERATION.
ACCU-2 MITSUBISHI PUY-A24NHA6 24000 R-410A 17 91.0 163 18.0 30.0 208 1 60 PROVIDE WIND BAFFLE FOR LOW AMBIENT OPERATION. OUTDOOR CONDENSING UNIT PROVIDES POWER TO INDOOR EVAPORATOR (ACU-1)
ACCU-3 MITSUBISHI PUY-A12NHA3 12000 R-410A 15.2 91.0 90 13.0 15.0 208 1 60 PROVIDE WIND BAFFLE FOR LOW AMBIENT OPERATION. OUTDOOR CONDENSING UNIT PROVIDES POWER TO INDOOR EVAPORATOR (ACU-2)
ACCU-4 MITSUBISHI PUY-A18NHA3 18000 R-410A 15.3 91.0 97 13.0 15.0 208 1 60 PROVIDE WIND BAFFLE FOR LOW AMBIENT OPERATION. OUTDOOR CONDENSING UNIT PROVIDES POWER TO INDOOR EVAPORATOR (ACU-3)
ELECTRIC UNIT HEATER SCHEDULE
ID LOCATION MANUFACTURER MODEL NO. TYPE
FAN HEATING COIL
CAPACITY (kW)
UNIT
WEIGHT (LB)FLA MCA MOCP VOLT PH FREQ REMARKS
AIRFLOW MOTOR AIRSIDE
DESIGN
(CFM)QTY POWER RPM EAT(db) °F LAT(db) °F
EUH-1 ELECTRIC ROOM TRANE S-A08 WALL HUNG 400 1 0.008 1550 60.0 86.0 2.5 35 11.9 15.0 0.0 208 1 60
AIR SEPARATOR SCHEDULE
ID LOCATION MANUFACTURER MODEL NO. FLOW (GPM)
PIPE
SIZE UNIT WEIGHT (LB)REMARKS
AS-1 MECH ROOM TACO ACT02-150 133.0 2" 40
AS-2 PARTS ROOM TACO 431 16.6 1 1/2" 2
EXPANSION TANK SCHEDULE
ID LOCATION MANUFACTURER MODEL NO. TYPE
VOLUME UNIT DIMENSIONS UNIT
WEIGHT
(LB)REMARKSTANK (GAL)
ACCEPTANCE
(GAL)HEIGHT DIAMETER
ET-1 MECH ROOM TACO CA-90 BLADDER 23.0 7.1 2' - 5" 1' - 3 3/8" 80
ET-2 PARTS ROOM TACO CA-90 BLADDER 23.0 7.1 1' - 10" 1' - 2" 120
PLATE & FRAME HEAT EXCHANGER SCHEDULE
ID LOCATION MANUFACTURER MODEL NO. TYPE
PRIMARY FLUID SECONDARY FLUID
PRIMARY HEATING
PLANT UNIT DIMENSIONS
UNIT
WEIGHT
(LB) REMARKS
HEATING CAP
(BTU/H)
DESIGN FLOW
(GPM) EWT °F LWT °F
PD (FT
H20) VOL (GAL)
SURFACE
AREA (SF) LMTD °F
DESIGN
FLOW
(GPM) EWT °F LWT °F
PD (FT
H20)
VOL
(GAL)
GLYCOL
WIDTH HEIGHTTYPE %
HX-1 PARTS ROOM BELL & GOSSETT GPX PLATE AND FRAME 163400 8.17 160 130 0.80 0.45 12.9 28 15.6 102 122 2.0 0.50 PG 30 1' - 8 1/2" 3' - 11 1/8" 735
UNIT HEATER SCHEDULE
ID LOCATION MANUFACTURER MODEL NO. TYPE
FAN HEATING COIL HEATING PLANT
VOLT PH FREQ REMARKS
AIRFLOW
(CFM)
MOTOR
CAP (Btu/h)
AIRSIDE WATERSIDE GLYCOL
QTY POWER (HP) RPM EAT(db) °F LAT(db) °F
FLOW
(GPM) EWT °F LWT °F
PD (FT
H20) TYPE %
UH-1 MECH ROOM TRANE S-A08 HORIZONTAL 245 1 0.02 1550 5720 60.0 81.6 0.3 160 130 0.16 PG 30 120 1 60
UH-2 PARTS ROOM TRANE S-84 HORIZONTAL 1400 1 0.08 1000 43615 60.0 88.8 2.2 160 130 0.05 PG 30 120 1 60
UH-3 PARTS ROOM TRANE S-84 HORIZONTAL 1400 1 0.08 1000 43615 60.0 88.8 2.2 160 130 0.05 PG 30 120 1 60
UH-4 FLUIDS ROOM TRANE S-60 HORIZONTAL 900 1 0.05 1000 31174 60.0 92.1 1.6 160 130 0.03 PG 30 120 1 60
UH-5 MEZZANINE TRANE S-A08 HORIZONTAL 245 1 0.02 1550 5720 60.0 81.6 0.3 160 130 0.16 PG 30 120 1 60
UH-6 MEZZANINE TRANE S-A08 HORIZONTAL 245 1 0.02 1550 5720 60.0 81.6 0.3 160 130 0.16 PG 30 120 1 60
UH-7 COMPRESSOR ROOM TRANE S-A08 HORIZONTAL 245 1 0.02 1550 5720 60.0 81.6 0.3 160 130 0.16 PG 30 120 1 60
UH-8 WASH EQUIPMENT TRANE S-A08 HORIZONTAL 245 1 0.02 1550 5720 60.0 81.6 0.3 160 130 0.16 PG 30 120 1 60
VARIABLE AIR VOLUME TERMINAL UNIT SCHEDULE
ID MANUFACTURER MODEL NO.
NECK
SIZE
PRIMARY AIRFLOW HEATING COIL HEATING PLANT
UNIT
WEIGHT
(LB) REMARKSMAX (CFM) MIN (CFM) CAP (MBH)
AIRSIDE WATERSIDE GLYCOL
EAT(db) °F LAT(db) °F
PD
(IN-WG) ROWS
FLOW
(GPM) EWT °F LWT °F PD (FT H2O) TYPE %
VAV-1 PRICE SDV 08 8" 550 165 9.10 55.0 85.0 0.37 2 0.44 160 118 0.04 PG 30 18
VAV-2 PRICE SDV 08 8" 550 165 9.10 55.0 85.0 0.37 2 0.44 160 118 0.04 PG 30 18
VAV-3 PRICE SDV 06 6" 360 105 6.00 55.0 85.0 0.19 2 0.33 160 123 0.02 PG 30 22
VAV-4 PRICE SDV 06 6" 400 95 5.30 55.0 85.0 0.19 2 0.25 160 118 0.02 PG 30 18
VAV-5 PRICE SDV 08 8" 520 180 9.90 55.0 85.0 0.43 2 0.49 160 119 0.05 PG 30 18
VAV-6 PRICE SDV 06 6" 315 95 5.30 55.0 85.0 0.19 2 0.25 160 118 0.02 PG 30 18
VAV-7 PRICE SDV 06 6" 240 75 4.10 55.0 85.0 0.10 2 0.20 160 118 0.01 PG 30 19
VAV-8 PRICE SDV 06 6" 230 75 3.80 55.0 85.0 0.09 2 0.18 160 117 0.01 PG 30 19
VAV-9 PRICE SDV 08 8" 540 165 8.90 55.0 85.0 0.28 2 0.47 160 122 0.04 PG 30 22
VAV-10 PRICE SDV 08 8" 425 130 6.90 55.0 85.0 0.19 2 0.33 160 117 0.03 PG 30 18
VAV-11 PRICE SDV 06 6" 270 85 4.40 55.0 85.0 0.12 2 0.21 160 119 0.01 PG 30 19
VAV-12 PRICE SDV 06 6" 180 75 2.90 55.0 85.0 0.06 2 0.12 160 113 0.01 PG 30 19
VAV-13 PRICE SDV 06 6" 250 75 4.10 55.0 85.0 0.10 2 0.20 160 118 0.01 PG 30 19
VAV-14 PRICE SDV 08 8" 450 135 7.30 55.0 85.0 0.26 2 0.33 160 115 0.03 PG 30 18
VAV-15 PRICE SDV 14 14" 1800 1800 58.50 65.0 85.0 0.49 2 3.09 160 121 3.14 PG 30 43
VAV-16 PRICE SDV 12 12" 700 700 22.80 65.0 85.0 0.14 2 1.18 160 121 0.46 PG 30 34
VAV-17 PRICE SDV 16 16" 2600 2600 84.60 65.0 85.0 0.74 2 3.99 160 120 1.00 PG 30 22
VAV-18 PRICE SDV 10 10" 1000 1000 32.60 65.0 85.0 0.65 3 1.62 160 119 0.35 PG 30 22
VAV-19 PRICE SDV 10 10" 600 600 19.50 65.0 85.0 0.24 2 1.03 160 121 0.29 PG 30 22
VAV-20 PRICE SDV 06 6" 300 90 5.00 55.0 85.0 0.18 2 0.23 160 117 0.02 PG 30 18
GRAVITY VENTILATOR SCHEDULE
ID SERVES MANUFACTURER MODEL NO.
DESIGN
AIRFLOW
(CFM)PD (IN-WG)
DIMENSIONS
UNIT
WEIGHT (LB)REMARKS
THROAT HOOD
WIDTH LENGTH CURB HEIGHT LENGTH WIDTH
IH-1 H&V-2 GREENHECK FGI 3000 0.06 1' - 8" 3' - 8" 2' - 0" 5' - 0" 3' - 8" 107
IH-2 AHU-1 GREENHECK FGI 1500 0.06 2' - 8" 4' - 6" 2' - 0" 7' - 0" 5' - 2" 180
IH-3 HRV-1 GREENHECK FGI 9000 0.06 4' - 0" 5' - 0" 2' - 0" 8' - 0" 7' - 6" 299
2. HEATER SUPPLIED STANDARD WITH REMOTE FUEL OIL PUMP AND ALL ASSOCIATED VALVES AND ACCESSORIES.
1. PROVIDE THERMOSTAT, HANGER KIT, VENT CAP, BAROMETRIC DRAFT REGULATOR, AND DRAFT INDUCER.
WOH-1 REZNOR RA-150 VEH MAINT 2050 148 118.4 1.06 0.25 1050 320 15 115 1
ID MANUFACTURER MODEL NO. LOCATION
AIRFLOW
(CFM)INPUT (MBH)OUTPUT
(MBH)
FUEL INPUT
(GPH)HP RPM
UNIT WEIGHT
(LB)FLA VOLT PH REMARKS
WASTE OIL HEATER SCHEDULE
GRILLES, REGISTERS AND DIFFUSERS SCHEDULE
ID DESCRIPTION MANUFACTURER MODEL MATERIAL FACE SIZE
AIRFLOW RANGE
(CFM)PD (IN WG)
NECK
NC NOTESSIZE WIDTH HEIGHT
E-1 EXHAUST GRILLE PRICE APDDR ALUMINUM 24x24 0-125 0.07 6"0" 0" -
E-2 EXHAUST GRILLE PRICE APDDR ALUMINUM 24x24 0-250 0.09 8"0" 0" -
E-3 SIDEWALL EXHAUST GRILLE PRICE LBP ALUMINUM 20x8 0-300 0.06 0" 18" 6" <25 CORE 25B
R-1 RETURN GRILLE PRICE 80 ALUMINUM 24x24 0-2000 0.05 0" 22"22" -
S-1 SUPPLY DIFFUSER PRICE SPD ALUMINUM 24x24 0-150 0.04 6" 0" 0" -
S-2 SUPPLY DIFFUSER PRICE SPD ALUMINUM 24x24 151-300 0.074 8" 0" 0" <25
S-3 LINEAR SUPPLY DIFFUSER PRICE TBD3 ALUMINUM 48x4 0-175 0.1 6" 0" 0" -3-SLOT. 1" SLOT WIDTH.
S-4 LINEAR SUPPLY DIFFUSER PRICE TBD3 ALUMINUM 48x4 176-350 0.17 8" 0" 0" <26 3-SLOT. 1" SLOT WIDTH
S-5 SIDEWALL/DUCT DIFFUSER PRICE HCD ALUMINUM 14x8 0-150 -0" 12" 6" -SET DRUM ANGEL AT 30° ANGEL TOWARDS FLOOR. PROVIDE W/ ALUMINUM POWDER COAT FINISH.
S-6 SIDEWALL/DUCT DIFFUSER PRICE HCD ALUMINUM 20x8 0-500 0.175 0" 18" 6" <30 SET DRUM ANGEL AT 30° ANGEL TOWARDS FLOOR.
S-7 SIDEWALL/DUCT DIFFUSER PRICE HCD ALUMINUM 38x8 0-650 0.07 0" 36" 6" <22 SET DRUM ANGEL AT 30° ANGEL TOWARDS FLOOR.
T-1 TRANSFER GRILLE PRICE APDDR ALUMINUM 24x24 0-100 0.04 6" 0" 0" -
T-2 TRANSFER GRILLE PRICE APDDR ALUMINUM 24x24 0-200 0.061 8" 0" 0" -
T-3 TRANSFER GRILLE PRICE APDDR ALUMINUM 24x24 0-350 0.06 10" 0" 0" -
CEILING FAN SCHEDULE
ID MANUFACTURER MODEL NO. TYPE
FAN UNIT
WEIGHT
(LB)MOCP VOLT PH REMARKS
MAX
RPM
BLADE
DIA (FT)
POWER
(HP)
CF-1 BIG ASS FANS BASIC 6 CEILING PROPELLER 135 12' 1.50 185 15 208 3 PROVIDE EXTENSION TUBES. TUBE LENGTHS TO BE FIELD VERIFIED BASED ON INSTALLED LOCATION. REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILS.
CF-2 BIG ASS FANS BASIC 6 CEILING PROPELLER 191 8' 1.00 124 15 208 1 PROVIDE EXTENSION TUBES. TUBE LENGTHS TO BE FIELD VERIFIED BASED ON INSTALLED LOCATION. REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILS.
CF-3 BIG ASS FANS BASIC 6 CEILING PROPELLER 86 18' 2.00 210 15 208 3 PROVIDE EXTENSION TUBES. TUBE LENGTHS TO BE FIELD VERIFIED BASED ON INSTALLED LOCATION. REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILS.
WALL MOUNTED AIR CONDITIONER SCHEDULE
ID LOCATION MANUFACTURER MODEL NO. TYPE
SUPPLY AIRFLOW
(CFM)
COOLING CAP
(BTU/H)REFRIGERANT UNIT WEIGHT (LB)REMARKS
ACU-1 TEL/DATA MITSUBISHI PKA-A24KA4 WALL MOUNT 635 24000 R-410A 29 PROVIDE MINI CONDENSATE PUMP (MODEL SI30-2320)
ACU-2 MECHANICS OFFICE MITSUBISHI PKA-A12HA7 WALL MOUNT 400 12000 R-410A 46 PROVIDE MINI CONDENSATE PUMP (MODEL SI30-2320)
ACU-3 SIGN SHOP MITSUBISHI PKA-A18HA7 WALL MOUNT 635 18000 R-410A 29 PROVIDE MINI CONDENSATE PUMP (MODEL SI30-2320)
CONSTRUCTION GENERAL NOTES:
1. PROVIDE ALL HVAC EQUIPMENT INCLUDING CONTROLS WILL BE ON STAND-BY POWER.
2. ALL EQUIPMENT LOCATED OUTSIDE TO HAVE COASTAL CORROSION PROTECTION.
HYDRONIC BASEBOARD RADIATION SCHEDULE
ID LOCATION MANUFACTURER MODEL NO. TYPE
HEATING COIL HEATING PLANT
ENCLOSURE
HEIGHT
TOP MOUNT
HEIGHT REMARKS
CAP PER FT
(BTU/H)
AIRSIDE WATERSIDE GLYCOL
ROWS FPI
TUBE
DIA EWT °F LWT °F PD (FT H2O) TYPE %
FTR-1 UNISEX BATHROOM VULCAN LC209 FINNED TUBE 420 1 60 3/4" 160 130 0.1 PG 30 0' - 1 3/4" 0' - 10 3/4"
FTR-2 MECHANICS OFFICE VULCAN LC209 FINNED TUBE 420 1 60 3/4" 160 130 0.1 PG 30 0' - 1 3/4" 0' - 10 3/4"
FTR-3 FEMALE TOILET ROOM VULCAN LC209 FINNED TUBE 420 1 60 3/4" 160 130 0.1 PG 30 0' - 1 3/4" 0' - 10 3/4"
FTR-4 MALE TOILET ROOM VULCAN LC209 FINNED TUBE 420 1 60 3/4" 160 130 0.1 PG 30 0' - 1 3/4" 0' - 10 3/4"
1
1
2
3
1 10/4/2019 ADDENDUM 1
2 10/7/2019 ADDENDUM 2
3 10/8/2019 ADDENDUM 3
GENERAL
1. AHU-1 AND ACCU-1 CONTROLS PROVIDED BY EQUIPMENT
MANUFACTURER.
2. OCCUPIED AND UNOCCUPIED MODE SHALL BE BY THE BMS.
3. THE BMS SHALL MONITOR ALL SAFETIES. ANY ALARM
GENERATED SHALL SEND A SIGNAL TO THE BMS (HIGH AND LOW
PRESSURE SWITCHES, FREEZESTAT ETC.)
4. UPON RECEIVING A SIGNAL FROM THE SMOKE DETECTOR THE
UNIT SHALL SHUTDOWN AND GENERATE AN ALARM.
OCCUPIED MODE
1. THE SUPPLY FAN WILL BE STARTED BASED ON OCCUPANCY
SCHEDULE. WHEN THE SUPPLY STATUS INDICATES THE FAN
STARTED, THE CONTROL SEQUENCE SHALL BE ENABLED. THE
SUPPLY FAN WILL MODULATE TO MAINTAIN THE DOWNSTREAM
DUCT DISCHARGE STATIC PRESSURE SET POINT. UPON A LOSS OF
AIRFLOW THE SYSTEM WILL ATTEMPT TO AUTOMATICALLY
RESTART UNTIL POSITIVE STATUS IS RECEIVED.
2. IN OCCUPIED MODE THE OUTSIDE AIR DAMPER SHALL OPEN TO
IT'S MINIMUM POSITION AND THE SUPPLY FAN SHALL START. THE
SUPPLY FAN SHALL MODULATE AS REQUIRED TO MAINTAIN STATIC
PRESSURE SET POINT.
UNOCCUPIED MODE
1. THE UNIT SHALL REMAIN OFF DURING UNOCCUPIED PERIODS
UNLESS A OVERRIDDEN INTO OCCUPIED MODE OR IF A VAV BOX
ZONE TEMPERATURE SENSOR DROPS BELOW THE UNOCCUPIED
SET POINT. UPON A DROP BELOW SET POINT THE UNIT SUPPLY
FAN SHALL TURN ON THE OUTDOOR AIR AND THE RETURN AIR
DAMPER WILL BE OPEN 100%. THE VAV HOT WATER CONTROL
VALVES WILL MODULATE TO MEET THE UNOCCUPIED
TEMPERATURE SET POINT.
HEATING CONTROL
1. THE 2-WAY HOT WATER CONTROL VALVE SHALL MODULATE AS
REQUIRED TO MAINTAIN A CONSTANT 55° F LEAVING AIR
TEMPERATURE. A LOW LIMIT TEMPERATURE ALARM SHALL BE
GENERATED WHEN SENSED BY THE FREEZESTAT. THE OUTDOOR
AIR DAMPER SHALL CLOSE, THE HOT WATER VALVE SHALL
MODULATE TO THE FULL OPEN POSITION, AND THE SUPPLY AND
FAN SHALL SHUTOFF.
COOLING CONTROL
1. THE UNIT SHALL MODULATE COOLING AS REQUIRED TO
MAINTAIN A CONSTANT 55°F LEAVING AIR TEMPERATURE.
ECONOMIZER MODE
1. WHEN THE OUTDOOR AIR ENTHALPY IS BELOW THE RETURN AIR
ENTHALPY, THE EXHAUST, OUTDOOR AND RETURN AIR DAMPERS
SHALL BE PROPORTIONALLY MODULATED UP TO 100% OUTDOOR
AIR TO MAINTAIN SET POINT. THE REVERSE SHALL OCCUR ON A
DROP BELOW THE COOLING SUPPLY AIR TEMPERATURE SET POINT.
2. THE SUPPLY AIR TEMPERATURE SHALL BE LIMITED TO 55°F AND
SHALL NOT RESULT IN A REDUCTION BELOW THE MINIMUM
OUTDOOR AIRFLOW.
WARM-UP AND COOL-DOWN CONTROL
1. THE UNIT WILL UTILIZE OPTIMUM START CAPABILITY TO
WARM-UP & COOL-DOWN PRIOR TO THE SCHEDULED OCCUPIED
MODE.
2. THE WARM-UP CONTROL WILL START THE UNIT WITH THE
OUTSIDE AIR DAMPER CLOSED. THE RETURN AIR DAMPER WILL BE
100% OPEN AND THE ZONE VAV BOX HOT WATER CONTROL
VALVES WILL MODULATE TO BRING SPACES TO OCCUPIED SET
POINT. IF THE WARM-UP TIME IS EXCESSIVE, THE UNIT HOT WATER
COIL WILL MODULATE TO MAINTAIN A SUPPLY AIR TEMPERATURE
OF 80°F (ADJ).
3. THE COOL-DOWN CONTROL WILL START THE UNIT WITH THE
OUTSIDE AIR DAMPER CLOSED. THE RETURN AIR DAMPER WILL BE
100% OPEN AND THE ZONE VAV BOX PRIMARY AIR DAMPER WILL BE
100% OPEN TO BRING SPACES TO OCCUPIED SET POINT.
LOCATE 2/3 DOWN
LONGEST RUN
EQUIPMENT
CATEGORY
CONTROLS BY:
MFR ATC
BOILERS
AHU-1 / ACCU-1
H&V-1,2,3
EXHAUST FANS
VAV BOXES
UH & CUH
SPLIT-SYTEMS
X
X
X
X
X
X
X
CEILING FANS X
HRV-1 X
HWP-1&2 X
GAS DETECTION X
SFD SMOKE/FIRE DETECTOR
ATC CONTRACTOR PROVIDED
LOCAL CONTROL POINT
SWITCHS
S/S START/STOP LOW SPEED/CAPACITYL
H START/STOP HIGH SPEED/CAPACITYS/S
HOT GAS BYPASSHGB
HEATING COIL LEAVING AIR TEMPERATURE SENSORHCLT
CT CURRENT TRANSFORMER (STATUS FEEDBACK)
CO CARBON MONOXIDE SENSOR
CCLT COOLING COIL LEAVING AIR TEMPERATURE SENSOR
BACKDRAFT DAMPER (ADJUSTABLE COUNTERWEIGHT)BDD
AFMS AIR FLOW MEASURING STATION
CONTROL POINT DESCRIPTOR LEGEND
ACV
ALM
ATC
ACD AUTOMATIC CONTROL DAMPER
AUTOMATIC TEMPERATURE CONTROL
ALARM
AUTOMATIC CONTROL VALVE
BCV BASEBOARD CONTROL VALVE
BV BYPASS VALVE
CV COOLING COIL CONTROL VALVE
DDC DIRECT DIGITAL CONTROL
DDCFP DIRECT DIGITAL CONTROL FIELD PANEL
DPS DIFFERENTIAL PRESSURE SWITCH
DPT DIFFERENTIAL PRESSURE SENSOR/TRANSMITTER
DPV DIFFERENTIAL PRESSURE BYPASS VALVE
DSP DISCHARGE STATIC PRESSURE SENSOR
ECM ELECTRONICALLY COMMUTATED MOTOR
ES END SWITCH
FA FAULT ALARM
FMT FLOW METER/TRANSMITTER
FZ FREEZESTAT
HOA HANDS-OFF AUTOMATIC SWITCH
HS HAND SWITCH
HPS HIGH LIMIT PRESSURE SENSOR
HWRT HOT WATER RETURN TEMPERATURE SENSOR
HWST HOT WATER SUPPLY TEMPERATURE SENSOR
HV HEATING COIL CONTROL VALVE
LAT LEAVING AIR TEMPERATURE SENSOR
LSPS LOW STATIC PRESSURE SWITCH
LS LEVEL SENSOR OR LIGHT SWITCH INTERFACE
LSHA LEVEL SENSOR HIGH ALARM
LSHS LEVEL SENSOR HIGH SWITCH
LSLA LEVEL SENSOR LOW ALARM
LSLS LEVEL SENSOR LOW SWITCH
NC NORMALLY CLOSED (ON LOSS OF POWER)
NO NORMALLY OPEN (ON LOSS OF POWER)
MUWV MAKE-UP WATER VALVE
OAD OUTSIDE AIR DAMPER
OAH OUTSIDE AIR HUMIDITY SENSOR (FOR WET BULB READING)
OAT OUTSIDE AIR TEMPERATURE SENSOR (DRY BULB)
RAD RETURN AIR DAMPER
RAT RETURN AIR TEMPERATURE SENSOR
RV REHEAT CONTROL VALVE
RH RELATIVE HUMIDITY
RI RUN INDICATOR
RSID RETURN SMOKE ISOLATION DAMPER
SAD SUPPLY AIR DAMPER
SD SMOKE DAMPER
SDET SMOKE DETECTOR
SP STATIC PRESSURE SENSOR
S/S START/STOP
SSID SUPPLY SMOKE ISOLATION DAMPER
SSP SUCTION STATIC PRESSURE SENSOR
T THERMOSTAT
TS TEMPERATURE SENSOR
VFDS VARIABLE FREQUENCY DRIVE SPEED
VFDO VARIABLE FREQUENCY DRIVE OUTPUT (FEEDBACK)
VS VIBRATION SWITCH
CONTROL ABBREVIATIONS
ATC CONTRACTOR PROVIDED
DDC POINT AND HARDWARE
CONTROL DEVICE FURNISHED BY
ELECTRICAL OR PLUMBING CONTRACTOR
BUT INTERFACED TO DDC SYSTEM BY ATC
CONTRACTOR
ATC CONTRACTOR INTERFACE TO
EQUIPMENT MANUFACTURER'S
HARDWARE
CHILLED WATER SUPPLY TEMPERATURE SENSORCHST
CHILLED WATER RETURN TEMPERATURE SENSORCHRT
DISCHARGE AIR TEMPERATURE SENSORDAT
PRIMARY AIR DAMPERPAD
MAT MIXED AIR TEMPERATURE SENSOR
SPD SPEED CONTROL
CAPACITY CONTROLCAP
FS FLOW SWITCH
CONTROL DIAGRAM SYMBOLS
MODULATING PARALLEL
BLADE DAMPER
TWO POSITION PARALLEL
BLADE DAMPER
FAN
PUMP
MODULATING OPPOSED
BLADE DAMPER
MODULATING OPPOSED
BLADE DAMPER
VFD VARIABLE FREQUENCY DRIVE
STARTER
MOTOR STARTER
FILTER BANK
COIL
VFD VARIABLE FREQUENCY DRIVE
MODULATING ACTUATOR
AQS AQUASTAT
TAG
TAG
ELEC
PLBG
EAD EXHAUST AIR DAMPER
TAG
RELATIVE HUMIDITY SENSORH
1. LOCATE ATC PANELS IN MECHANICAL ROOM. COORDINATE LOCATION OF PANELS.
ATC GENERAL NOTES
HSPS HIGH STATIC PRESSURE SWITCH
GLOBAL POINTS
TS
RH
GLOBAL OUTDOOR
AIR TEMPERATURE
AND RELATIVE
HUMIDITY SENSORS.
DDC CONTROL MATRIX
NO2 NITROGEN DIOXIDE SENSOR
PROPANE SENSORPROP
PARTS PER MILLIONPPM
LEL LOW EXPLOSIVE LIMIT
AIR HANDLING UNIT (AHU-1)
VFD
ALM
S/S
ES
SUPPLY AIR TO
VAV BOXES
OAD
RAD
RETURN
AIR
HV
VFDS
VFDO
H
C
MERV 8 MERV 14
C
C
DX COOLING
COIL
ELEC
SD
TS
TSFZ
DPT HPS
H
ELEC
SD
TS H
SP
ES
SP
BUILDING STATIC
PRESSURE SENSOR
VARIABLE AIR VOLUME BOX
HV
FMT
PAD
OCCUPIED SEQUENCE
COOLING
1. UPON A RISE ABOVE SPACE TEMPERATURE SETPOINT THE PAD SHALL MODULATE AS
REQUIRED TO MAINTAIN SETPOINT.
HEATING
2. UPON A DROP BELOW SPACE TEMPERATURE SETPOINT THE PAD SHALL MODULATE TO IT
MINIMUM POSITION. UPON A FURTHER DROP BELOW SET POINT THE HV SHALL MODULATE
AS REQUIRED TO MAINTAIN SETPOINT.
3. UPON A RISE ABOVE SETPOINT THE REVERSE SHALL OCCUR.
OCCUPANCY SENSOR CONTROL SEQUENCE
BMS SHALL CONNECT TO ADDITIONAL CONTACT ON THE LIGHTING OCCUPANCY SENSOR
PROVIDED BY DIV 26.
SENSOR SHALL NOTIFY SPACES ARE OCCUPIED OR UNOCCUPIED.
SPACE CONTROLLED WITH OCCUPANCY SENSOR NOTIFICATION SHALL HAVE 3 OPERATIONAL
CONTROL SETPOINTS.
1. OCCUPIED: WHEN OCCUPANCY SENSOR SENDS AN OCCUPIED SIGNAL THE NORMAL
OCCUPIED SEQUENCE SHALL BE ACTIVE
2. UNOCCUPIED NORMAL WORKING HOURS: IF, DURING NORMALLY SCHEDULED WORKING
HOURS, THE OCCUPANCY SENSOR IS SENDUNG AN UNOCCUPIED SIGNAL THE SPACE
SHALL BE CONTROLLED TO IT'S UNOCCUPIED NORMAL WORKING HOURS SET POINT
(+/-10°F OCCUPIED SET POINT)
3. UNOCCUPIED NIGHT SETBACK: ALL SPACE SHALL BE CONTROLLED TO THE NIGHT
SETBACK TEMPERATURE (+/- 20°F OCCUPIED SET POINT) DURING NO WORKING HOURS
AND THE SPACE IS SENDING AN UNOCCUPIED SIGNAL
THERE SHALL BE A DELAY OF 0-60 MINUTES PRIOR TO INDICATING AN UNOCCUPIED NORMAL
WORKING HOURS SETPOINT.
WHEN MULTIPLE SENSORS HAVE INPUT TO CONTROL A SETPOINT FOR A PIECE OF
EQUIPMENT, THE OCCUPIED CONDITION SHALL PREVAIL AND ALLOW NORMAL OPERATING
SETPOINT.
GENERAL
1. SECTION 23 09 00 BUILDING MANAGEMENT SYSTEMS SHALL FURNISH ALL CONTROLS
INCLUDING BUT NOT LIMITED TO THE HOT WATER CONTROL VALVE TO THE VAV BOX
MANUFACTURER FOR INSTALLATION AT THE FACTORY.
TS
ZONE TEMPERATURE
SENSOR
OCC
ZONE OCCUPANCY
SENSOR
(BY DIV 26)
CABINET UNIT HEATER / UNIT HEATER
TS
OCCUPIED SEQUENCE
1. UPON A CALL FROM THE ZONE TEMPERATURE SENSOR THE FAN
SHALL TURN ON AND THE 2-WAY HOT WATER CONTROL VALVE SHALL
MODULATE TO MAINTAIN THE OCCUPIED SPACE TEMPERATURE SET
POINT.
UNOCCUPIED SEQUENCE
1. UPON A CALL FROM THE ZONE TEMPERATURE SENSOR THE FAN
SHALL TURN ON AND THE 2-WAY HOT WATER CONTROL VALVE SHALL
MODULATE TO MAINTAIN THE UNOCCUPIED SPACE TEMPERATURE SET
POINT.
HV
H
C
STARTER
S/S
RETURN
AIR
SUPPLY
AIR
ZONE TEMPERATURE
SENSOR
ELECTRIC UNIT HEATER
GENERAL
1. THE ELECTRIC UNIT HEATER WILL BE PROVIDED WITH A LINE VOLTAGE
SPACE THERMOSTAT FROM THE MANUFACTURER.
2. THE ELECTRIC UNIT HEATER WILL OPERATE TO MAINTAIN A SPACE
TEMPERATURE SET POINT OF 60°F (ADJ).
H
C
RETURN
AIR
SUPPLY
AIR
ZONE TEMPERATURE
SENSOR
TS
GENERAL
1. LOCAL HAND-OFF-AUTOMATIC SWITCH (H-O-A) FOR FANS SHALL OVERRIDE
ALL OTHER COMMANDS. ALL HARDWIRED SAFETIES SHALL BE ACTIVE IN
BOTH "H" AND "A" POSITIONS.
OCCUPIED SEQUENCE
2. THE FAN SHALL RUN CONTINUOUSLY DURING THE OCCUPIED MODE.
3. WHEN COMMANDED TO START THE EAD SHALL OPEN AND THE FAN SHALL
START
ROOF
EAD
STARTER
CT
S/S
FROM
SPACE
ES
TOILET & LOCKER EXHAUST FANS
EF-9
EF-10
SEQUENCE
1. THE EXHAUST FAN SHALL OPERATE WHEN THE SPACE FAN SWITCH IS TURNED TO
THE ON POSITION.
BDD
FROM
SPACE
STARTER
CT
S/S
S
SPACE FAN SWITCH
EF-15
UNISEX TOILET EXHAUST FAN
ROOF
IH-2 Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
9/13/2019
HVAC CONTROLS
H701
SES
SES
SEH
2170117
CONFORMED SET
LOCATE 2/3 DOWN
LONGEST RUN
WORKSHOPS
RA
H&V-2
FZES
OAD
RAD
HV
GENERAL
1. OCCUPIED AND UNOCCUPIED MODE SHALL BE BY THE BMS.
2. THE BMS SHALL MONITOR ALL SAFETIES. ANY ALARM GENERATED SHALL
SEND A SIGNAL TO THE BMS (HIGH AND LOW PRESSURE SWITCHES,
FREEZESTAT ETC.)
3. H&V UNIT AND EXHAUST FAN SHALL HAVE MANUAL OVERRIDE VIA LOCAL
SWITCH (60 MINUTE WIND DOWN TIMER, ADJUSTABLE).
4. UPON RECEIVING A SIGNAL FROM THE SMOKE DETECTOR THE UNIT SHALL
SHUTDOWN AND GENERATE AN ALARM.
OCCUPIED MODE
1. THE SUPPLY & EXHAUST FANS WILL BE STARTED BASED ON OCCUPANCY
SCHEDULE. WHEN THE SUPPLY/EXHAUST STATUS INDICATES THE FANS
STARTED, THE CONTROL SEQUENCE SHALL BE ENABLED. THE SUPPLY FAN
WILL MODULATE TO MAINTAIN THE DOWNSTREAM DUCT DISCHARGE
STATIC PRESSURE SET POINT. THE EXHAUST FANS AND ASSOCIATED
CONTROL DAMPERS SHALL BE INTERLOCKED WITH THE H&V OUTDOOR AIR
DAMPER. THE EXHAUST FANS SHALL OPERATE CONTINUOUSLY DURING
OCCUPIED MODE AND THE OUTDOOR AIR DAMPER SHALL BE OPEN. UPON
A LOSS OF AIRFLOW THE SYSTEM WILL ATTEMPT TO AUTOMATICALLY
RESTART UNTIL POSITIVE STATUS IS RECEIVED.
2. THE H&V RETURN AIR DAMPER SHALL MODULATE WITH THE OUTDOOR AIR
DAMPER TO MAINTAIN THE SPACE STATIC PRESSURE.
UNOCCUPIED MODE
1. THE UNIT SHALL REMAIN OFF DURING UNOCCUPIED PERIODS UNLESS A
OVERRIDDEN INTO OCCUPIED MODE OR IF A VAV BOX ZONE TEMPERATURE
SENSOR DROPS BELOW THE UNOCCUPIED SET POINT. UPON A DROP
BELOW SET POINT THE H&V SUPPLY FAN SHALL TURN ON, THE OUTDOOR
AIR DAMPER SHALL REMAIN CLOSED AND THE RETURN AIR DAMPER WILL
BE OPEN 100%. THE VAV HOT WATER REHEAT COIL CONTROL VALVES WILL
MODULATE TO MEET THE UNOCCUPIED TEMPERATURE SET POINT.
2. DURING UNOCCUPIED THE EXHAUST FANS SHALL BE OFF AND ASSOCIATED
DAMPERS SHALL BE CLOSED.
HEATING CONTROL
1. THE 2-WAY HOT WATER CONTROL VALVE SHALL MODULATE AS REQUIRED TO
MAINTAIN A CONSTANT 65° F LEAVING AIR TEMPERATURE. A LOW LIMIT
TEMPERATURE ALARM SHALL BE GENERATED WHEN SENSED BY THE
FREEZESTAT. THE OUTDOOR AIR DAMPER SHALL CLOSE, THE HOT WATER
VALVE SHALL MODULATE TO THE FULL OPEN POSITION, AND THE SUPPLY
AND EXHAUST FANS SHALL SHUTOFF.
GAS DETECTION PURGE SEQUENCE
1. DURING OCCUPIED AND UNOCCUPIED MODE, IF THE GAS DETECTION SYSTEM
SERVING THE WORKSHOPS DETECTS A GAS OVER THE LOW OR HIGH LIMIT
SETPOINT THE BMS SHALL SIGNAL THE H&V UNIT AND ALL EXHAUST FANS
(EF-4, EF-5, EF-6, EF-7, EF-8) INTO PURGE MODE.
2. DURING OCCUPIED MODE THE EXHAUST FANS SHALL BE OPERATING AND AN
ALARM SHALL BE SENT TO THE BMS.
3. DURING UNOCCUPIED MODE WHEN A LOW OR HIGH LIMIT ALARM IS
GENERATED THE H&V UNIT ALL EXHAUST FANS (EF-4, EF-5, EF-6, EF-7, EF-8)
SHALL BE ACTIVATED INTO OCCUPIED MODE.
4. WHEN THE GAS DETECTION SYSTEM SIGNALS NORMAL LEVELS OF GAS, THE
BMS SHALL SIGNAL THE H&V UNIT AND EXHAUST FANS TO RETURN TO
EITHER OCCUPIED OR UNOCCUPIED MODE.
5. REFER TO THE GAS MONITORING SYSTEM DIAGRAM FOR ADDITIONAL
DETAILS.
VFD
ALM
S/S
VFDS
VFDO
TS
MERV 13
ROOF
EAD
STARTER
CT
S/S
FROM
SPACE
EF-4
EF-5
EF-6
EF-7
EF-8
ES
ELEC
SD
H
C
DPT
MERV 8
SUPPLY AIR TO
VAV BOXES
SP
ROOF
IH-1
SP
SPACE STATIC
PRESSURE SENSOR
HPS
VEHICLE STORAGE
RA
H&V-1
FZES
TO SPACE
OAD
RAD
HV
GENERAL
1. H&V UNIT SHALL BE CONTROLLED BY BMS THERMOSTAT. UNITS SHALL BE
INTERLOCKED WITH EXHAUST FANS (EF-1, EF-2, & EF-3). ALL SETPOINTS
SHALL BE ADJUSTABLE.
2. LOCAL HAND-OFF-AUTOMATIC SWITCH (H-O-A) FOR FANS SHALL OVERRIDE
ALL OTHER COMMANDS. ALL HARDWIRED SAFETIES SHALL BE ACTIVE IN
BOTH "H" AND "A" POSITIONS.
3. H&V UNIT AND EXHAUST FAN SHALL HAVE MANUAL OVERRIDE VIA LOCAL
SWITCH (60 MINUTE WIND DOWN TIMER, ADJUSTABLE).
4. THE H&V UNITS AND EXHAUST FAN (EF-3) SHALL RUN CONTINUOUSLY
DURING OCCUPIED MODE. THIS WILL BE CONSIDERED THE NORMAL
OPERATION MODE.
NORMAL OPERATION SEQUENCE
1. WHEN COMMANDED TO START THE H&V UNITS OUTDOOR AIR DAMPERS
SHALL MODULATE OPEN TO THEIR MINIMUM POSITION AND THE RETURN
AIR DAMPERS SHALL MODULATE OPEN. EXHAUST FAN (EF-3) DAMPER
SHALL OPEN AND THE H&V SUPPLY FANS SHALL START AND EXHAUST FAN
(EF-3) SHALL START. THE SPACE TEMPERATURE SENSOR SHALL
MODULATE THE HOT WATER HEATING VALVE TO MAINTAIN THE SPACE
TEMPERATURE SET POINT. THE H&V SUPPLY FANS AND EXHAUST FAN
(EF-3) SHALL RUN CONTINUOUSLY IN THE NORMAL OPERATION MODE.
FREEZESTAT
1. A LOW LIMIT TEMPERATURE ALARM SHALL BE GENERATED WHEN SENSED
BY THE FREEZESTAT. THE OUTDOOR AIR DAMPER SHALL CLOSE, THE HOT
WATER VALVE SHALL MODULATE TO THE FULL OPEN POSITION, AND THE
SUPPLY AND EXHAUST FAN SHALL SHUTOFF.
GAS DETECTION PURGE SEQUENCE
1. IF AT ANY TIME THE GAS DETECTION SYSTEM SERVING THE VEHICLE
STORAGE DETECTS A GAS OVER THE LOW OR HIGH LIMIT SETPOINT THE BMS
SHALL SIGNAL THE H&V UNITS AND EXHAUST FANS INTO PURGE MODE.
2. DURING A LOW LIMIT ALARM THE PURGE EXHAUST FANS (EF-1 & EF-2) SHALL
BE ACTIVATED. THE EXHAUST DAMPERS SHALL OPEN AND THE FANS SHALL
OPERATE AT 50% SPEED. THE H&V OUTDOOR AIR AND RETURN AIR DAMPERS
SHALL MODULATE TO ACCOMMODATE THE 50% EXHAUST AIRFLOW. EXHAUST
FAN (EF-3) AND ITS RESPECTIVE EXHAUST DAMPER SHALL SHUT OFF AND
CLOSE.
3. IF THE GAS LEVELS DO NOT RETURN TO NORMAL LEVELS AFTER 30 MIN (ADJ)
OR IF A HIGH LIMIT ALARM IS DETECTED, THE PURGE EXHAUST FANS (EF-1 &
EF-2) SHALL OPERATE AT 100% SPEED. THE H&V OUTDOOR AIR DAMPERS
SHALL MODULATE FULLY OPEN AND THE RETURN AIR DAMPERS SHALL
CLOSE.
4. WHEN THE GAS DETECTION SYSTEM SIGNALS NORMAL LEVELS OF GAS, THE
BMS SHALL SIGNAL THE H&V UNITS AND EXHAUST FANS TO RETURN TO
NORMAL OPERATION MODE.
5. REFER TO THE GAS MONITORING SYSTEM DIAGRAM FOR ADDITIONAL
DETAILS.
VFD
ALM
S/S
VFDS
VFDO
TS
OUTDOOR
AIR
EAD
EF-3
ES
EXHAUST
AIR
STARTER
CT
S/S
TS
EAD
EF-1
EF-2
ES
EXHAUST
AIR
VFD
ALM
S/S
VFDS
VFDO
TS
ZONE TEMPERATURE
SENSOR (BASED ON
AVERAGE OF 2 SENSORS)
MERV 8 ELEC
SD
DPT
H
C
MERV 13
ES
OAD
OUTDOOR
AIR
MERV 8
DPT
ES
ACD PLATE HEAT
EXCHANGER
HV
H
C
VFD
ALM
S/S
VFDS
VFDO
FZ
TS
VFD
ALM
S/S
VFDS
VFDO
ELEC
SD
SUPPLY
AIR
EXHAUST
AIR
ES
EAD
DPT
MERV 8
TS
RAD
ES
RETURN
AIR
TS
SUPPLY AIR DUCT
TEMPERATURE
SENSORMERV 13 ES
ACD
GENERAL
1. ALL SET POINTS SHALL BE ADJUSTABLE.
2. LOCAL HAND-OFF-AUTOMATIC SWITCH (H-O-A) FOR FANS SHALL OVERRIDE
ALL OTHER COMMANDS. ALL HARDWIRED SAFETIES SHALL BE ACTIVE IN
BOTH "H" AND "A" POSITIONS.
3. WHEN OFF, THE SUPPLY AND EXHAUST FAN SHALL BE OFF WITH THE
ASSOCIATED OUTSIDE AIR DAMPERS AND EXHAUST AIR DAMPERS CLOSED,
AND THE HEATING VALVES SHALL BE CLOSED.
OCCUPIED SEQUENCE
1. WHEN COMMANDED TO START THE HRV OUTDOOR AIR AND EXHAUST AIR
DAMPERS SHALL MODULATE OPEN AND THE SUPPLY FAN AND EXHAUST
FAN SHALL START. THE SUPPLY AIR DUCT TEMPERATURE SENSOR SHALL
MODULATE THE HOT WATER HEATING VALVE TO MAINTAIN THE SUPPLY AIR
TEMPERATURE SET POINT. THE HRV SUPPLY FAN AND EXHAUST FAN
SHALL RUN CONTINUOUSLY IN OCCUPIED MODE.
UNOCCUPIED SEQUENCE
1. WHEN IN UNOCCUPIED MODE, VENTILATION TO THE SPACE SHALL BE SHUT
OFF. THE SUPPLY AND EXHAUST FAN SHALL SHUT OFF AND THE OUTSIDE
AIR AND EXHAUST AIR DAMPER SHALL CLOSE.
2. THE UNOCCUPIED SPACE TEMPERATURE SET POINT SHALL BE MAINTAINED
BY RADIANT FLOOR HEATING SYSTEM LOCATED IN THE MAINTENANCE
AREA.
FREEZESTAT
1. A LOW LIMIT TEMPERATURE ALARM SHALL BE GENERATED WHEN SENSED
BY THE FREEZESTAT. THE OUTDOOR AIR DAMPER SHALL CLOSE, THE HOT
WATER VALVE SHALL MODULATE TO THE FULL OPEN POSITION, AND THE
SUPPLY AND EXHAUST FAN SHALL SHUTOFF.
OCCUPIED SEQUENCE - VEHICLE EXHAUST ON
1. WHEN IN OCCUPIED MODE, THE SPACE PRESSURE SENSOR SHALL SIGNAL
THE HRV EXHAUST FAN TO MODULATE THE FAN SPEED TO MAINTAIN A
NEUTRAL PRESSURE WHEN THE VEHICLE EXHAUST FANS (VEF-1, VEF-2) ARE
OPERATING.
2. REFER TO THE VEHICLE EXHAUST FAN CONTROL DIAGRAM FOR ADDITIONAL
DETAILS.
GAS DETECTION PURGE SEQUENCE
1. DURING OCCUPIED AND UNOCCUPIED MODE, IF THE GAS DETECTION SYSTEM
SERVING THE VEHICLE MAINTENANCE DETECTS A GAS OVER THE LOW OR
HIGH LIMIT SETPOINT THE BMS SHALL SIGNAL THE HRV EXHAUST FAN INTO
PURGE MODE.
2. DURING A LOW OR HIGH LIMIT ALARM THE EXHAUST FAN SHALL BE
ACTIVATED. THE EXHAUST DAMPER SHALL OPEN AND THE FAN SHALL
OPERATE. THE HRV OUTDOOR AIR SHALL MODULATE FULLY OPEN.
3. WHEN THE GAS DETECTION SYSTEM SIGNALS NORMAL LEVELS OF GAS, THE
BMS SHALL SIGNAL HRV-1 TO RETURN TO EITHER OCCUPIED OR
UNOCCUPIED MODE.
4. REFER TO THE GAS MONITORING SYSTEM DIAGRAM FOR ADDITIONAL
DETAILS.
PS
OUTDOOR STATIC
PRESSURE SENSOR
PS
VEHICLE MAINTENANCE
SPACE STATIC
PRESSURE SENSOR
VEHICLE MAINTENANCE
HRV-1
WASH BAY
TS
PROVIDE GUARD
S
PROVIDE GUARD
H
PROVIDE GUARD
SET POINT: 80% RH
GENERAL
1. H&V UNIT SHALL BE CONTROLLED BY BMS THERMOSTAT. UNIT SHALL BE
INTERLOCKED WITH THE EXHAUST FAN. ALL SET POINTS SHALL BE
ADJUSTABLE.
2. H&V UNIT AND EXHAUST FAN (EF-7) SHALL HAVE MANUAL OVERRIDE VIA LOCAL
SWITCH (60 MINUTE WIND DOWN TIMER, ADJUSTABLE).
3. LOCAL HAND-OFF-AUTOMATIC SWITCH (H-O-A) FOR FANS SHALL OVERRIDE ALL
OTHER COMMANDS. ALL HARDWIRED SAFETIES SHALL BE ACTIVE IN BOTH "H"
AND "A" POSITIONS.
4. H&V AND THE EXHAUST FAN (EF-7) SHALL BE INTERLOCKED TO START
WHENEVER THE VEHICLE WASH SYSTEM IS STARTED AND CONTINUE TO
OPERATE FOR 30 MINUTES (ADJ) AFTER WASH SYSTEMS SHUTOFFS.
5. WHEN OFF, THE H&V OA DAMPER SHALL CLOSE TO MINIMUM POSITION AND RA
DAMPER SHALL FULL OPEN. EF-7 SHALL SHUT OFF AND EA DAMPER SHALL
CLOSE. THE HOT WATER VALVE SHALL MODULATE TO MAINTAIN SPACE
HEATING SET POINT.
6. EF-6 (VENTILATION FAN) SHALL START VIA BMS AND RUN CONTINUOUSLY.
WASH SYSTEM 'ON' SEQUENCE
1. WHEN COMMANDED TO START THE H&V OAD SHALL OPEN, RAD SHALL CLOSE,
EF-7 EAD SHALL OPEN, AND BOTH THE SUPPLY & EXHAUST FAN SHALL START.
THE HOT WATER VALVE SHALL MODULATE TO MAINTAIN SPACE HEATING SET
POINT.
WASH SYSTEM 'OFF' SEQUENCE
1. WHEN THE VEHICLE WASH CYCLE IS COMPLETE THE H&V UNIT AND EF-7 SHALL RUN
UNTIL THE SPACE RELATIVE HUMIDITY SET POINT IS REACHED. ONCE THE SPACE RH
HAS BEEN SATISFIED, THE H&V OAD SHALL RETURN TO ITS MINIMUM POSITION, THE
RAD SHALL OPEN, EF-7 FAN SHALL SHUT-OFF, AND EAD SHALL CLOSE. THE HOT
WATER VALVE SHALL MODULATE TO MAINTAIN SPACE HEATING SET POINT.
FREEZESTAT
1. A LOW LIMIT TEMPERATURE ALARM SHALL BE GENERATED WHEN SENSED BY THE
FREEZESTAT. THE OUTDOOR AIR DAMPER SHALL CLOSE, THE HOT WATER VALVE
SHALL MODULATE TO THE FULL OPEN POSITION, AND THE SUPPLY AND EXHAUST
FAN SHALL SHUTOFF.
GAS DETECTION PURGE SEQUENCE
1. DURING OCCUPIED AND UNOCCUPIED MODE, IF THE GAS DETECTION SYSTEM
SERVING THE WASHBAY DETECTS A GAS OVER THE LOW OR HIGH LIMIT SETPOINT
THE BMS SHALL SIGNAL THE H&V UNIT AND EXHAUST FAN INTO PURGE MODE.
2. DURING A LOW OR HIGH LIMIT ALARM THE EXHAUST FAN (EF-7) SHALL BE ACTIVATED.
THE EXHAUST DAMPER SHALL OPEN AND THE FAN SHALL OPERATE. THE H&V
OUTDOOR AIR SHALL MODULATE FULLY OPEN AND THE RETURN AIR DAMPER SHALL
CLOSE.
3. WHEN THE GAS DETECTION SYSTEM SIGNALS NORMAL LEVELS OF GAS, THE BMS
SHALL SIGNAL THE H&V UNIT AND EXHAUST FAN TO RETURN TO EITHER OCCUPIED
OR UNOCCUPIED MODE.
4. REFER TO THE GAS MONITORING SYSTEM DIAGRAM FOR ADDITIONAL DETAILS.
ROOF
EAD
STARTER
CT
S/S
FROM
SPACE
EF-11
EF-12
ES
RETURN
AIR H&V-3
FZES
TO SPACE
OAD
RAD
HV
VFD
ALM
S/S
VFDS
VFDO
TS
MERV 13
H
C
DPT
OUTDOOR
AIR
MERV 8
EXHAUST
AIR
EAD
VFD
ALM
S/S
VFDS
VFDO
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
9/13/2019
HVAC CONTROLS
H702
SES
SES
SEH
2170117
CONFORMED SET
SENSOR TYPE GAS LEVEL ALARM
LOW
CO (CARBON MONOXIDE)25 PPM
HIGH
NO2 (NITROGEN DIOXIDE)
100 PPM
2 PPM 5 PPM
INSTALLATION
HEIGHT (AFF)
5 FT
5 FT
GAS DETECTION SYSTEM
GAS
DETECTION
SYSTEM
CONTROL
PANEL
GENERAL
1. REFER TO FLOOR PLANS FOR LOCATIONS AND QUANTITIES OF GAS SENSORS. ALL
SENSORS AND PANELS TO BE PROVIDED BY THE GAS MONITORING SYSTEM
MANUFACTURER.
2. THE GAS DETECTION SYSTEM CONTROL PANEL SHALL BE PROVIDED WITH 120V POWER
BY ELECTRICAL CONTRACTOR, REFER TO ELECTRICAL PLANS AND SPECIFICATIONS.
LOW VOLTAGE WIRING BETWEEN CONTROL PANEL AND SENSORS AND CONTROL PANEL
AND BMS BY ATC CONTRACTOR. EXPOSED CONTROL WIRING SHALL BE INSTALLED IN
CONDUIT.
SEQUENCE
1. UPON A DETECTION OF GAS AT LOW OR HIGH LIMIT, THE GAS MONITORING SYSTEM
SHALL ALARM THE BMS. THE BMS SHALL SIGNAL THE CORRESPONDING SYSTEMS TO
ENTER INTO A PURGE SEQUENCE OF OPERATION.
2. REFER TO THE ADDITIONAL SEQUENCES OF OPERATION FOR ADDITIONAL
INFORMATION ON THE GAS DETECTION PURGE MODE.
VEHICLE STORAGE
CO
NO2
CO
NO2
GAS SENSOR DETAILS
VEHICLE STORAGE
CO
NO2
CO
NO2
DPW VEHICLE MAINTENANCE
CO
NO2
CO
NO2
POLICE DEPARTMENT
CO
NO2
CO
NO2
WASH BAY
CEILING FANS
GENERAL
1. UNIT SHALL BE CONTROLLED BY MANUFACTURER'S PACKAGED CONTROL SYSTEM
(SMARTSENSE).
2. FANS SHALL BE SHUT DOWN WHEN SIGNALED BY AN ALARM FROM THE BMS VIA A GENERAL
ALARM FROM THE FACP.
OCCUPIED MODE
1. SPACE TEMPERATURE SET POINTS TO MATCH ASSOCIATED SPACE SERVED BY DESTRAT FAN.
2. WINTER MODE: CONTROLLER TO AUTOMATICALLY ADJUST THE FAN SPEED TO MINIMIZE THE
TEMPERATURE DIFFERENTIAL BETWEEN THE FLOOR AND CEILING.
3. SUMMER MODE: CONTROLLER TO AUTOMATICALLY INCREASE FAN SPEED AS THE FLOOR
LEVEL TEMPERATURE RISES.
UNOCCUPIED MODE
1. FAN SHALL BE OFF DURING UNOCCUPIED MODE.
SMARTSENSE
CONTROLLER W/ ZONE
TEMPERATURE SENSOR
(LOCATED IN OCCUPIED
ZONE)
TS
REMOTE ZONE
TEMPERATURE SENSOR
(LOCATED HIGH IN SPACE)
TS
GENERAL
1. LOCAL HAND-OFF-AUTOMATIC SWITCH (H-O-A) FOR FANS SHALL OVERRIDE
ALL OTHER COMMANDS. ALL HARDWIRED SAFETIES SHALL BE ACTIVE IN
BOTH "H" AND "A" POSITIONS.
OCCUPIED SEQUENCE
2. THE FAN SHALL RUN CONTINUOUSLY DURING THE OCCUPIED MODE.
3. WHEN COMMANDED TO START THE EAD SHALL OPEN AND THE FAN SHALL
START
ROOF
EAD
STARTER
CT
S/S
FROM
SPACE
ES
PARTS STORAGE EXHAUST FAN
EF-13REFRIGERANT PIPING
TO/FROM
SPLIT-SYSTEM.
GENERAL
1. SPLIT-SYSTEM SHALL BE CONTROLLED BY MANUFACTURER'S
STAND-ALONE PACKAGED CONTROLS.
2. FOR SPLIT-SYSTEMS SERVING NORMALLY OCCUPIED OFFICE SPACE
THE SPLIT-SYSTEM SHALL OPERATE BASED ON AN OCCUPIED AND
UNOCCUPIED MODE SET BY THE BMS.
3. FOR SPLIT-SYSTEMS SERVING IT, TEL/DATA, OR EQUIPMENT ROOMS,
THE UNITS SHALL OPERATE TO MAINTAIN THE TEMPERATURE SET
POINT AT ALL TIMES.
OCCUPIED SEQUENCE
1. WHEN IN OCCUPIED MODE THE SPLIT-SYSTEM SHALL OPERATE TO
MAINTAIN THE OCCUPIED HEATING (HEAT PUMP ONLY) AND COOLING
TEMPERATURE SET POINTS.
2. THE SPLIT-SYSTEM SUPPLY FAN SHALL OPERATE CONTINUOUSLY IN
OCCUPIED MODE.
UNOCCUPIED SEQUENCE (APPLICABLE TO OFFICE SPACES ONLY)
1. WHEN IN UNOCCUPIED MODE THE SPLIT-SYSTEM SHALL BE OFF. IF A
SPACE TEMPERATURE SENSOR GOES ABOVE THE UNOCCUPIED
COOLING TEMPERATURE SET POINT OR BELOW THE UNOCCUPIED
HEATING (HEAT PUMP ONLY) TEMPERATURE SET POINT, THE
SPLIT-SYSTEM SHALL BE ENABLED.
2. WHEN THE UNOCCUPIED TEMPERATURE SET POINT IS ACHIEVED THE
REVERSE SHALL OCCUR.
DUCTLESS SPLIT-SYSTEMS (ACU / ACC)
ROOF
REFRIGERANT PIPING
TO/FROM CONDENSING
UNIT.
WALL/CEILING MOUNTED
SPLIT-SYSTEM.
ROOF MOUNTED
AIR-COOLED
CONDENSING UNIT.
ZONE REMOTE
CONTROLLER
TS
TS
ZONE TEMPERATURE
SENSOR
ELECTRICAL ROOM/ MECHANICAL ROOM EXHAUST FAN
GENERAL
1. LOCAL HAND-OFF-AUTOMATIC SWITCH (H-O-A) FOR
FANS SHALL OVERRIDE ALL OTHER COMMANDS.
ALL HARDWIRED SAFETIES SHALL BE ACTIVE IN
BOTH "H" AND "A" POSITIONS.
SEQUENCE
1. THE EXHAUST FAN SHALL OPERATE UPON A RISE IN
SPACE TEMPERATURE ABOVE 85°F (ADJ).
BDD
FROM
SPACE
STARTER
CT
S/S
TS
ZONE TEMPERATURE
SENSOR
EF-#
BDD
EXHAUST
AIR
STARTER
CT
S/S
TS
ZONE TEMPERATURE
SENSOR
EF-#
GENERAL
1. LOCAL HAND-OFF-AUTOMATIC SWITCH (H-O-A) FOR FANS SHALL OVERRIDE ALL OTHER
COMMANDS. ALL HARDWIRED SAFETIES SHALL BE ACTIVE IN BOTH "H" AND "A"
POSITIONS.
2. REFER TO THE VEHICLE MAINTENANCE SEQUENCE OF OPERATION FOR PRESSURE
SPACE PRESSURE CONTROL WITH HRV-1.
SEQUENCE
1. THE FAN SHALL RUN CONTINUOUSLY WHEN ACTIVATED BY THE SPACE FAN SWITCH.
2. THE FAN SHALL TURN OFF WHEN DEACTIVATED BY THE SPACE FAN SWITCH.
VEHICLE EXHAUST FANS
VEF-1
VEF-2BDD
FROM
SPACE
STARTER
CT
S/S
S
SPACE FAN SWITCH
VEHICLE MAINTENACE
CO
NO2
CO
NO2
SHARED GENERAL WORKSHOP
CO
NO2
CO
NO2
CO
NO2
CO
NO2
HIGHWAY SMALL ENGINE
REPAIR SHOP
PARKS SMALL EQUIPMENT
MAINTENANCE SHOP
AIR COMPRESSOR ROOM VENTILATION
GENERAL
1. LOCAL HAND-OFF-AUTOMATIC SWITCH (H-O-A) FOR
FANS SHALL OVERRIDE ALL OTHER COMMANDS.
ALL HARDWIRED SAFETIES SHALL BE ACTIVE IN
BOTH "H" AND "A" POSITIONS.
2. THE OUTDOOR AIR CONTROL DAMPER WILL BE
INTERLOCKED WITH THE COMPRESSOR TO OPEN
WHEN THE COMPRESSOR IS OPERATING. THE
DAMPER WILL BE CLOSED WHEN THE COMPRESSOR
IS NOT OPERATING.
BDD
FROM
SPACE
STARTER
CT
S/S
TS
ZONE TEMPERATURE
SENSOR
ROOF
OAD
TO SPACE
ES
OA
GOOSENECK
SEQUENCE
1. THE EXHAUST FAN SHALL OPERATE UPON A RISE IN
SPACE TEMPERATURE ABOVE 80°F (ADJ). THE
OUTDOOR AIR CONTROL DAMPER SHALL OPEN
PRIOR TO EXHAUST FAN OPERATION.
GENERAL
1. LOCAL HAND-OFF-AUTOMATIC SWITCH (H-O-A) FOR FANS SHALL OVERRIDE
ALL OTHER COMMANDS. ALL HARDWIRED SAFETIES SHALL BE ACTIVE IN
BOTH "H" AND "A" POSITIONS.
OCCUPIED SEQUENCE
2. THE FAN SHALL RUN CONTINUOUSLY DURING THE OCCUPIED MODE.
3. WHEN COMMANDED TO START THE OAD SHALL OPEN AND THE FAN SHALL
START
FLUIDS ROOM EXHAUST FAN
OAD
ES
OUTDOOR
AIR
BDD
FROM
SPACE
STARTER
CT
S/S
EF-14
WASTE OIL UNIT HEATER
GENERAL
1. THE WASTE OIL UNIT HEATER WILL BE PROVIDED WITH A LOW
VOLTAGE SPACE THERMOSTAT FROM THE MANUFACTURER.
2. THE WASTE OIL UNIT HEATER WILL OPERATE TO MAINTAIN A SPACE
TEMPERATURE SET POINT OF 60°F (ADJ).
3. THE WASTE OIL HEATER WILL BE PROVIDED WITH AN EMERGENCY
SHUT-OFF SWITCH. LOCATE AT BOTTOM OF VEHICLE MAINTENANCE
STAIRWAY IN TAMPER PROOF ENCLOSURE.
RETURN
AIR
SUPPLY
AIR
ZONE TEMPERATURE
SENSOR
TS
WASTE
OIL
BURNER
WASTE OIL FUEL SUPPLY
WOH-1
CO
NO2
CO
NO2
FACILITIES
CARPENTRY SHOP
S
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
9/13/2019
HVAC CONTROLS
H703
SES
SES
SEH
2170117
CONFORMED SET
HEATING HOT WATER SYSTEM
BOILER
CONTROLLER
BY BOILER
MANUFACTURER
HWS
OAT
OAT BOILERS
BMS
S/S
CAP
ALM
B-2
S/S
CAP
ALM
B-1
BST
HWP-2
HWP-1
ALM
S/S
VFD
VFDS
VFDO
FMT HWST
HWRT
DPT
ALM
S/S
VFD
VFDS
VFDO
HWR
S/S
COMM
TO BMS
HOT WATER
SUPPLY TO
BUILDING
ACV ACV
HWR
DPT
DPT
COUPON RACK
ACV
HOT WATER
RETURN TO
BUILDING
SAFETIES AND MONITORING
1. EMERGENCY GAS SHUTOFF: THE CONTROLS CONTRACTOR SHALL PROVIDE AN
EMERGENCY BURNER SWITCH, LOCATED AS SHOWN ON THE DRAWINGS, TO
INTERRUPT FLOW OF GAS TO BURNERS. PROVIDE AND INSTALL SOLENOID VALVES IF
NOT PROVIDED AS PART OF THE BOILERS GAS TRAIN. ALARM DDC SYSTEM UPON
ACTIVATION.
2. BOILER INTERNAL DIAGNOSTIC SYSTEM . ALARM THE DDC SYSTEM UPON FAILURE
SIGNAL RECEIVED FROM THE BOILER.
3. VARIABLE FREQUENCY DRIVES. UPON A BYPASS OR FAILURE, ALARM THE DDC
SYSTEM.
4. EMERGENCY GAS SHUTOFF. ALARM THE DDC SYSTEM UPON ACTIVATION.
5. LOW LEVEL SWITCH. ALARM THE DDC SYSTEM IF LOW LEVEL SWITCH IS ACTIVATED.
BOILER ISOLATION VALVE OPERATION
1. START/STOP: THE HOT WATER BOILERS ISOLATION VALVES SHALL BE ENERGIZED VIA
THE ASSOCIATED BOILER THROUGH THE BOILER CONTROL. THE ISOLATION VALVE
SHALL HAVE ITS END SWITCH WIRED BY TO THE BOILER TO PROVE THAT VALVE IS
OPEN.
2. WHEN THE BOILER IS COMMANDED OFF BY THE BPC, IT SHALL BE DE-ENERGIZED, THE
ASSOCIATED ISOLATION VALVE SHALL REMAIN OPEN FOR 5 MINUTES (ADJUSTABLE).
3. THE BPC WILL BE PROGRAMMED TO LEAVE (1) CONTROL VALVE OPEN AT ALL TIMES
TO AVOID PUMPING DEAD HEAD SCENARIOS. PURGING TIMEFRAME ESTABLISHED IN
PART B WILL NOT APPLY IF THE BOILER THAT IS DE-ENERGIZED IS ALSO COMMANDED
TO LEAVE ITS CONTROL VALVE OPEN TO ALLOW FOR HOT WATER PUMPING.
BOILER STAGING & ROTATION
1. EFFICIENCY OPTIMIZED PLANT SEQUENCING (PARALLEL):
a. A SINGLE BOILER OF THE PLANT IS ENERGIZED VIA THE LOCHINVAR ONBOARD
STAGING CONTROL (SMART SYSTEM CONTROL, NOTED AS BPC), AND
PROGRAMMED AS EFFICIENCY OPTIMIZED MODE.
b. RESPECTIVE BOILER TO FIRE AT REQUIRED MODULATION TO MAINTAIN SET POINT,
ALLOWED TO RUN TO PROGRAMMED FIRING RATE FOR STAGE ON OF NEXT BOILER
(TO BE FIELD PROGRAMMED FOR 50%).
c. IF RATE OF (1) BOILER AT 50% FIRING RATE CANNOT SATISFY THE HEAT DEMAND,
THE SECOND BOILER IS STAGED ON.
d. RESPECTIVE (2) BOILERS TO FIRE AT THE REQUIRED MODULATION (IN UNISON) TO
MAINTAIN SET POINT, AND RUN TO 50% FIRING RATE EACH.
e. IF RATE OF (2) BOILER AT 50% FIRING RATE CANNOT SATISFY THE HEAT DEMAND,
BOTH BOILERS SHALL FIRE IN UNISON TO MAINTAIN SETPOINT AND RUN TO FULL
FIRE IF REQUIRED.
2. ROTATION (OCCURS EVERY 24 HOURS):
a. DAY 1 - BOILER 1 IS ENERGIZED FIRST, THEN BOILER 2.
b. DAY 2 - BOILER 2 IS ENERGIZED FIRST, THEN BOILER 1.
c. DAY 3 - DAY 1 CYCLE RESTARTS.
HOT WATER PUMP OPERATION
1. START/STOP: THE HOT WATER PUMP SHALL BE ENERGIZED AND PROVE FLOW PRIOR
TO ENERGIZED THE BPC FOR A CALL FOR HEAT. ONCE A PUMP IS CALLED ON-LINE, IF
FLOW IS NOT ESTABLISHED, AS SENSED BY A DIFFERENTIAL PRESSURE SENSOR, THE
LEAD PUMP SHALL BE DE-ENERGIZED AND THE STAND-BY PUMP SHALL BE
SEQUENCED TO START. ALARM AT OPERATOR'S WORKSTATION. LEAD PUMP
OPERATION SHALL BE AUTOMATICALLY ROTATED EVERY 48 HOURS (ADJUSTABLE).
DDC SYSTEM SHALL ALSO HAVE THE CAPABILITY OF SELECTING THE LEAD PUMP
FROM THE OPERATOR'S WORKSTATION.
2. PUMP VARIABLE FREQUENCY DRIVE (VFD) CONTROL: HOT WATER PUMP VFD'S TO
MAINTAIN SPEED/FLOW TO MEET SYSTEM DIFFERENTIAL PRESSURE SETPOINT. THE
VFD'S SHALL NOT ALLOW THE PUMPS TO RUN BELOW 15HZ. IF THE VFD OUTPUT
DROPS BELOW 15 HZ THE LOW FLOW BYPASS SHALL MODULATE OPEN TO KEEP THE
VFD AT OR ABOVE 15 HZ.
GENERAL
1. THE BOILER PLANT CONSISTS OF TWO HIGH EFFICIENCY CONDENSING BOILERS, TWO
BOILER CONTROL VALVES, TWO VARIABLE VOLUME PRIMARY PUMPS, A MINIMUM
FLOW BYPASS CONTROL VALVE AND THE MANUFACTURERS BOILER PLANT
CONTROLLER (BPC- INTEGRAL TO THE BOILER). THE MANUFACTURER'S BOILER PLANT
CONTROLLER (BPC) IS INTENDED TO PROVIDE OVERALL CONTROL OF THE BOILER
PLANT AND INTERFACE WITH OTHER THIRD PARTY CONTROLLERS. THE BPC IS
INTENDED TO PROVIDE CONTROL AND PROVE OPERATION OF THE BOILER ISOLATION
CONTROL VALVES AND SEQUENCING OF BOILERS/BURNERS. THE BOILER PLANT
SHALL BE ENERGIZED BY THE DDC CONTROL VIA A HARD WIRED ENABLE TO THE
(BPC) AND USE AN OUTSIDE AIR TEMPERATURE SENSOR DIRECTLY WIRED TO THE
BPC FOR OUTDOOR RESET. HOT WATER TEMPERATURE RESET SHALL BE
ACCOMPLISHED BY A TEMPERATURE SENSOR IN THE HOT WATER SUPPLY MAIN
DOWNSTREAM OF ALL BOILERS DIRECTLY WIRED TO THE BPC. THE DDC CONTROL
SYSTEM IS INTENDED TO CONTROL THE SECONDARY HOT WATER SYSTEM AND
MONITOR ALL SET POINTS AND ALARM POINTS THROUGH THE MANUFACTURES
BACNET CONTROLLER OR OTHER OPEN PROTOCOL PROGRAMMING. INTEGRATION TO
EACH OF THE THREE BOILERS VIA BACNET REQUIRED FOR MONITORING OF EACH
BOILER.
BOILER OPERATION
1. WHEN THE OUTSIDE AIR TEMPERATURE DROPS TO 65°F (ADJUSTABLE) OR IF REHEAT
IS REQUIRED IN ANY ZONE, THE BOILER PLANT SHALL BE SIGNALED TO OPERATE BY
DDC. THE BPC SHALL NOT BE ENERGIZED UNTIL FLOW VIA HEATING PUMPS HAS BEEN
ESTABLISHED. THE HOT WATER SUPPLY TEMPERATURE SHALL BE MODULATED
BETWEEN 120°F AND 160°F, RESPECTIVELY. THE HOT WATER SUPPLY TEMPERATURE
SHALL BE 160°F. THE HOT WATER RETURN TEMPERATURE SHALL BE 120°F
(ADJUSTABLE).
2. RESET THE HOT WATER SUPPLY TEMPERATURE SETPOINT ACCORDING TO THE
FOLLOWING ADJUSTABLE SCHEDULE:
OUTDOOR AIR TEMP HOT WATER SUPPLY TEMP
≤32°F 160°F
65°F 120°F
3. SYSTEM TEMPERATURE SENSOR (PROVIDED BY BOILER MANUFACTURER) TO BE
WIRED BACK TO THE (BPC).
4. THE HOT WATER TEMPERATURE SENSORS AND FLOW METER SHALL BE CONNECTED
TO THE DDC SYSTEM FOR TEMPERATURE AND FLOW MONITORING AND CONTROL.
DDC SYSTEM SHALL USE TEMPERATURE AND FLOW READINGS TO CALCULATE
ENERGY USAGE (BTU/H). THE DDC SYSTEM SHALL DISPLAY THE HOT WATER SYSTEMS
ENERGY USAGE.
5. PROVIDE PRESSURE DIFFERENTIAL SENSORS/TRANSMITTERS (DPS) FOR EACH PUMP
FOR STATUS AND RUN TIME MONITORING VIA THE DDC SYSTEM.
6. HOT WATER HEATING LOAD (BTU/H) SHALL BE CALCULATED USING THE SECONDARY
HOT WATER FLOW AND THE SUPPLY AND RETURN TEMPERATURES. PROVIDE A READ
OUT AT THE OPERATOR WORKSTATION. THE CALCULATION SHALL BE (BTU/H = 500 *
GPM * (SUPPLY TEMPERATURE - RETURN TEMPERATURE)
2-1/2"
2-1/2"
2-1/2"
2-1/2"
4"
4"
4"
4"
4"
2-1/2"
KEYED NOTES
1. BOILER CONTROL VALVE SHALL BE INTEGRATED WITH
BOILER BY ATC CONTRACTOR. ATC CONTRACTOR TO
COORDINATE ACTUATOR REQUIREMENTS WITH BOILER
MANUFACTURER.
2. PVC CONDENSATE NEUTRALIZING TANK WITH MARBLE
CHIPS BY BOILER MANUFACTURER.
3. BOILER EMERGENCY GAS SHUT-OFF SWITCH. LOCATE AT
EACH ENTRANCE TO BOILER ROOM. INSTALL SWITCH
OUTSIDE OF BOILER ROOM DOOR IN TAMPER PROOF
ENCLOSURE.
S
11
PROVIDE TRAP
(TYP)
PITCH
TO FLOOR DRAIN
2
3
AS-1
ET-1
CHEMICAL SHOT
FEEDER
HWP-3
ECM
CTHX-1
S/S
AS-2
ET-2
CHEMICAL SHOT
FEEDER
DPT
COUPON RACK
HWST MANIFOLD 1(14 CIRCUITS)ACV
VEHICLE MAINTENANCE
RADIANT FLOOR
SYSTEM
MANIFOLD LOCATED IN
VEHICLE MAINTENANCE
SPACE. REFER TO DWG
H201B.
ACV
TS
INDOOR SPACE
TEMPERATURE
SENSOR
TS
OUTDOOR AIR
TEMPERATURE
SENSOR
(GLOBAL)
TS
SLAB
TEMPERATURE
SENSOR
RADIANT FLOOR HEATING SYSTEM
GENERAL
1. THE RADIANT FLOOR HEATING SYSTEM WILL BE CONTROLLED BY THE BMS.
2. THE RADIANT FLOOR HEATING SYSTEM WILL BE CONTROLLED WITH A VARIABLE HOT WATER
TEMPERATURE TO MAINTAIN THE SPACE TEMPERATURE SENSOR. THIS CONTROL WILL
UTILIZE THE INDOOR SPACE TEMPERATURE SENSOR AND OUTDOOR AIR TEMPERATURE
SENSOR TO CONTROL THE RADIANT HWS TEMPERATURE.
SEQUENCE
1. WHEN THE SPACE TEMPERATURE DROPS BELOW THE OCCUPIED/UNOCCUPIED HEATING SET
POINT THE RADIANT FLOOR SYSTEM WILL BE ACTIVATED. THE HWS CONTROL VALVE
(TWO-POSITION) ON THE BOILER LOOP SIDE OF HX-1 WILL OPEN AND HWP-3 WILL START.
HWP-3 WILL OPERATE WITH CONSTANT FLOW.
2. THE RADIANT LOOP HWR CONTROL VALVE (MODULATING) WILL MODULATE TO MAINTAIN THE
RADIANT LOOP HWS TEMPERATURE. THE HWS TEMPERATURE WILL BE CONTROLLED TO A
VARIABLE TEMPERATURE BASED ON THE INDOOR SPACE TEMPERATURE SENSOR AND
OUTDOOR AIR TEMPERATURE SENSOR.
SAFETIES & ALARMS
1. THE BMS WILL MONITOR AND ALARM BASED ON THE FOLLOWING: HWP-3 OPERATION, HIGH
SLAB TEMPERATURE
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
9/13/2019
HVAC CONTROLS
H704
SES
SES
SEH
2170117
CONFORMED SET
LJ
PB
XX-1
SS2S3S4SLVSPOSSTSDJP
P
JR
OS
LS
PCTCHT WDSSVMF
S
FPZIFRTESMLDCCLCRA2
12b
14
E
16c
d
D600
e
1,3,5
1
SF-1
2,4,6
7,9 H1
T1
LPN-102
1
ELECTRICAL SYMBOL NOTES
THE LIGHTING FIXTURE TYPE IS INDICATED BY AN UPPER CASE LETTER. THE
CIRCUIT DESIGNATION IS INDICATED BY A NUMBER. THE SWITCH DESIGNATION
IS INDICATED BY A LOWER CASE LETTER.
EXAMPLE 1: LIGHTING FIXTURE TYPE "A" IS CONNECTED TO CIRCUIT 12 AND
CONTROLLED BY SWITCH "b".
EXAMPLE 2: THE FIXTURE TYPE SHOWN AS A NUMERATOR INDICATES ALL
LIGHTING FIXTURES IN THE ROOM OR SPACE ARE THE SAME TYPE. THE
CIRCUIT NUMBER AND SWITCH DESIGNATION SHOWN AS A DENOMINATOR
INDICATES ALL LIGHTING FIXTURES IN THE ROOM OR SPACE ARE CONNECTED
TO THE SAME CIRCUIT, CONTROLLED BY THE SAME SWITCHES,
CENTER/OUTBOARD MULTILEVEL SWITCHING.
EXIT LIGHTS. STEM INDICATES WALL MOUNTING. NO STEM INDICATES CEILING
MOUNTING. SHADED AREA INDICATES ILLUMINATED FACE(S). ARROW INDICATES
DIRECTIONAL ARROW ON ILLUMINATED FACE(S). THE CIRCUIT DESIGNATION IS
INDICATED BY A NUMBER.
EXAMPLE: THE WALL MOUNTED EXIT LIGHT TYPE "E" WITH SINGLE FACE AND
DIRECTIONAL ARROW IS CONNECTED TO CIRCUIT 14.
DEVICES. THE CIRCUIT DESIGNATION IS INDICATED BY A NUMBER. THE SWITCH
DESIGNATION IS INDICATED BY A LOWER CASE LETTER. EXAMPLE: SPLIT
DUPLEX
RECEPTACLE IS CONNECTED TO CIRCUIT 16 AND ONE RECEPTACLE OUTLET IS
CONTROLLED BY SWITCH "c".
THE CONTROL DEVICE DESIGNATION IS INDICATED BY A LOWER CASE LETTER.
EXAMPLE: SINGLE POLE SWITCH "d" TO CONTROL LIGHTING FIXTURES INDICATED
BY "d".
WALL BOX DIMMER WITH SIZE AS INDICATED AT DEVICE. EXAMPLE: 600 WATT
WALL BOX DIMMER TO CONTROL LIGHTING FIXTURES INDICATED BY "e". SEE
SPECIFICATIONS FOR WATTAGE IF NOT INDICATED.
SPECIAL CONNECTIONS. THE EQUIPMENT IS INDICATED BY A NUMBER IN A
CIRCLE. SEE THE MOTOR AND EQUIPMENT SCHEDULE FOR THE LOAD
DESCRIPTION AND TYPE OF CONNECTION. THE CIRCUIT DESIGNATION IS
INDICATED BY A NUMBER(S) ADJACENT TO THE SYMBOL. EXAMPLE: EQUIPMENT
NO. 1; 3 PHASE CONNECTION TO CIRCUITS 1, 3, 5.
MOTOR CONNECTIONS. THE MOTOR IS INDICATED BY A NUMBER WITHIN OR
CHARACTERS ADJACENT TO THE MOTOR SYMBOL. SEE THE MOTOR AND EQUIPMENT
SCHEDULE FOR THE MOTOR DESCRIPTION AND ELECTRICAL REQUIREMENTS. THE
CIRCUIT DESIGNATION IS INDICATED BY A NUMBER(S) ADJACENT TO THE SYMBOL.
EXAMPLE: MOTOR SF-1; 3 PHASE CONNECTION TO CIRCUITS 2, 4, 6.
ELECTRIC HEATER CONNECTIONS. THE HEATER TYPE IS INDICATED BY A
NUMBER FOLLOWING THE UPPER CASE LETTER "H". SEE THE HEATER
SCHEDULE FOR ELECTRICAL REQUIREMENTS. THE CIRCUIT
DESIGNATION IS INDICATED BY A NUMBER(S) ADJACENT TO THE HEATER.
EXAMPLE: ELECTRIC BASEBOARD HEATER TYPE "H1" CONNECTED TO
CIRCUITS 7, 9.
TRANSFORMERS. THE TRANSFORMER TYPE IS INDICATED BY A NUMBER
FOLLOWING THE UPPER CASE LETTER "T". SEE THE TRANSFORMER
SCHEDULE OR THE SINGLE LINE DIAGRAM FOR THE TRANSFORMER
DESCRIPTION AND REQUIREMENTS. EXAMPLE: TRANSFORMER TYPE
"T1".
PANELBOARDS. PANELBOARD DOORS MAY BE SHOWN TO INDICATE
OPENING SIDE OF RECESSED PANELBOARDS. SEE PANELBOARD
IDENTIFICATION FOR DESIGNATION CODES.
SPECIAL NOTE. SEE THE SPECIAL NOTES ON THAT SHEET FOR THE
NOTE NUMBER INDICATED IN THE HEXAGON.
CONDUIT SHOWN WITHOUT SLASH MARKS SHALL CONTAIN 2 # 12
CONDUCTORS IN 3/4" CONDUIT UNLESS SPECIFIC EQUIPMENT REQUIRES A
DIFFERENT SIZE.
HOME RUN TO BRANCH CIRCUIT PANELBOARD. THE PANELBOARD
DESIGNATION IS VSHOWN ADJACENT TO THE HOME RUN ARROW AS A
NUMERATOR AND THE CIRCUIT DESIGNATION IS SHOWN AS THE
DENOMINATOR. CIRCUIT BREAKER SIZES (AMPS/NUMBER OF POLES) ARE
SHOWN IN THE PANELBOARD SCHEDULE WITH THE CORRESPONDING
PANELBOARD AND CIRCUIT DESIGNATION. EXAMPLE: HOME RUN TO
PANELBOARD LPN-102; CIRCUITS 1, 3, 5.
SYMBOL NOTATIONS: UPPER CASE LETTERS ADJACENT TO SYMBOLS
INDICATE A UNIT TYPE. SEE APPROPRIATE SCHEDULE OR
SPECIFICATIONS.
PPL1-2
PPL1-1
ELECTRICAL DRAWINGS
1P 1 POLE (2P, 3P, 4P, ETC.)
A AMPERE
AC ABOVE COUNTER OR AIR
CONDITIONER
ACLG ABOVE CEILING
ADO AUTOMATIC DOOR OPENER
AF AMP FRAME
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AFI ARC FAULT CIRCUIT
INTERRUPTER
AHU AIR HANDLING UNIT
AL ALUMINUM
ALT ALTERNATE
AMP AMPERE
AMPL AMPLIFIER
ANNUN ANNUNCIATOR
APPROX APPROXIMATELY
AQ-STATAQUASTAT
ARCH ARCHITECT, ARCHITECTURAL
AS AMP SWITCH
AT AMP TRIP
ATS AUTOMATIC TRANSFER SWITCH
AUTO AUTOMATIC
AUX AUXILIARY
AV AUDIO VISUAL
AWG AMERICAN WIRE GAUGE
BATT BATTERY
BD BOARD
BLDG BUILDING
BMS BUILDING MANAGEMENT SYSTEM
C CONDUIT
CAB CABINET
CAT CATALOG
CATV CABLE TELEVISION
CB CIRCUIT BREAKER
CCTV CLOSED CIRCUIT TELEVISION
CKT CIRCUIT
CLG CEILING
COMB COMBINATION
CMPR COMPRESSOR
CONN CONNECTION
CONST CONSTRUCTION
CONT CONTINUATION OR CONTINUOUS
CONTR CONTRACTOR
CONV CONVECTOR
CP CIRCULATING PUMP
CRT CATHODE-RAY TUBE
CT CURRENT TRANSFORMER
CTR CENTER
CU COPPER
DCP DOMESTIC WATER CIRCULATING PUMP
DEPT DEPARTMENT
DET DETAIL
DIA DIAMETER
DISC DISCONNECT
DIST DISTRIBUTION
DN DOWN
DPR DAMPER
DS SAFETY DISCONNECT SWITCH
DT DOUBLE THROW
DWG DRAWING
EC ELECTRICAL CONTRACTOR
ELEC ELECTRIC, ELECTRICAL
ELEV ELEVATOR
EM EMERGENCY
EMS ENERGY MANAGEMENT SYSTEM
EMT ELECTRICAL METALLIC TUBING
EP ELECTRIC PNEUMATIC
EQUIP EQUIPMENT
EWC ELECTRIC WATER COOLER
EXIST EXISTING
EXH EXHAUST
EXP EXPLOSION PROOF
FA FIRE ALARM
FABP FIRE ALARM BOOSTER POWER
SUPPLY PANEL
FACP FIRE ALARM CONTROL PANEL
FCU FAN COIL UNIT
FIXT FIXTURE
FLR FLOOR
FLUOR FLUORESCENT
FU FUSE
FUDS FUSED SAFETY DISCONNECT SWITCH
GA GAUGE
GAL GALLON
GALV GALVANIZED
GC GENERAL CONTRACTOR
GEN GENERATOR
GFI GROUND FAULT CIRCUIT INTERRUPTER
GFP GROUND FAULT PROTECTOR
GND GROUND
GRS GALVANIZED RIGID STEEL (CONDUIT)
GYP BD GYPSUM BOARD
HOA HANDS-OFF-AUTOMATIC SWITCH
HORIZ HORIZONTAL
HD HAND DRYER
HP HORSEPOWER
HPF HIGH POWER FACTOR
HT HEIGHT
HTG HEATING
HTR HEATER
HV HIGH VOLTAGE
HVAC HEATING, VENTILATING AND AIR
CONDITIONING
HWP HYDRONIC WATER PUMP
IC INTERRUPTING CAPACITY
IG ISOLATED GROUND
IMC INTERMEDIATE METAL CONDUIT
INCAND INCANDESCENT
IR INFRARED
I/W INTERLOCK WITH
J-BOX JUNCTION BOX
KV KILOVOLT
KVA KILOVOLT-AMPERE
KVAR KILOVOLT-AMPERE REACTIVE
KW KILOWATT
KWH KILOWATT HOUR
LOC LOCATE OR LOCATION
LT LIGHT
LTG LIGHTING
LTNG LIGHTNING
LV LOW VOLTAGE
MAX MAXIMUM
MAG.S MAGNETIC STARTER
M/C MOMENTARY CONTACT
MC MECHANICAL CONTRACTOR
MCB MAIN CIRCUIT BREAKER
MCC MOTOR CONTROL CENTER
MDC MAIN DISTRIBUTION CENTER
MDP MAIN DISTRIBUTION PANEL
MFR MANUFACTURER
MFS MAIN FUSED DISCONNECT SWITCH
MH MANHOLE
MIC MICROPHONE
MIN MINIMUM
MISC MISCELLANEOUS
MLO MAIN LUGS ONLY
MMS MANUAL MOTOR STARTER
MOA MULTIOUTLET ASSEMBLY
MSP MOTOR STARTER PANELBOARD
MSBD MAIN SWITCHBOARD
MT MOUNT
MT.C EMPTY CONDUIT
MTS MANUAL TRANSFER SWITCH
MTR MOTOR, MOTORIZED
N.C. NORMALLY CLOSED
NEC NATIONAL ELECTRICAL CODE
NEMA NATIONAL ELECTRICAL
MANUFACTURER'S ASSOCIATION
NFDS NON-FUSED SAFETY DISCONNECT
SWITCH
NIC NOT IN CONTRACT
NL NIGHT LIGHT
N.O. NORMALLY OPEN
NPF NORMAL POWER FACTOR
NTS NOT TO SCALE
OH OVERHEAD
OL OVERLOADS
PA PUBLIC ADDRESS
PB PULL BOX OR PUSHBUTTON
PE PNEUMATIC ELECTRIC
PED PEDESTAL
PF POWER FACTOR
PH PHASE
PIV POST INDICATING VALVE
PNL PANEL
PP POWER POLE
PR PAIR
PRI PRIMARY
PROJ PROJECTION
PRV POWER ROOF VENTILATOR
PT POTENTIAL TRANSFORMER
PVC POLYVINYL CHLORIDE (CONDUIT)
PWR POWER
QUAN QUANTITY
RCPT RECEPTACLE
REQD REQUIRED
RM ROOM
RSC RIGID STEEL CONDUIT
RTU ROOF TOP UNIT
SC SURFACE CONDUIT
SEC SECONDARY
SHT SHEET
SIM SIMILAR
S/N SOLID NEUTRAL
SPEC SPECIFICATION
SPKR SPEAKER
SP SPARE
SR SURFACE RACEWAY
SS STAINLESS STEEL
SSW SELECTOR SWITCH
S/S STOP/START PUSHBUTTONS
STA STATION
STD STANDARD
SURF SURFACE MOUNTED
SW SWITCH
ELECTRICAL ABBREVIATIONS LIST
SWBD SWITCHBOARD
SYM SYMMETRICAL
SYS SYSTEM
TEL TELEPHONE
TEL/DATA TELEPHONE/DATA
TERM TERMINAL
TL TWIST LOCK
TR TAMPER RESISTANT
T-STAT THERMOSTAT
TTC TELEPHONE TERMINAL CABINET
TV TELEVISION
TVTC TELEVISION TERMINAL CABINET
TYP TYPICAL
UC UNDER COUNTER
UE UNDERGROUND ELECTRICAL
UG UNDERGROUND
UH UNIT HEATER
UT UNDERGROUND TELEPHONE
UTIL UTILITY
UV UNIT VENTILATOR OR
ULTRAVIOLET
V VOLT
VA VOLT-AMPERES
VDT VIDEO DISPLAY TERMINAL
VERT VERTICAL
VFD VARIABLE FREQUENCY DRIVE
VOL VOLUME
W WATT
W/ WITH
WG WIRE GUARD
WH WATER HEATER
W/O WITHOUT
WP WEATHERPROOF
XFMR TRANSFORMER
XFR TRANSFER
ANGLE
@ AT
DELTA
' FEET
" INCHES
# NUMBER
Ø PHASE
C CENTER LINE
P PLATE
SYMBOL
RELAY
SYMBOL SYMBOL SYMBOL
ELECTRICAL SYMBOL LEGEND
J
2 POLE SINGLE THROW SW.
SINGLE POLE SW.
LIGHT ON CORD REEL (TYPE DENOTED)
LIGHTING CHANNEL WIRE (TYPE DENOTED)
DIMMER SWITCH
OCCUPANCY SENSOR SWITCH
PUSH BUTTON
SINGLE RECEPT.
SPLIT DUPLEX RECEPT.
FOURPLEX RECEPT.
DUPLEX RECEPT.
RECEPT ON EMERGENCY CKT (DUPLEX SHOWN)
ISOLATED GROUND RECEPT (DUPLEX SHOWN)
240 VOLT RECEPT.
RECEPT ON DROP CORD (DUPLEX SHOWN)
RECEPT ON CORD REEL (DUPLEX SHOWN)
FLOOR RECEPT. (DUPLEX SHOWN)
TIMER SWITCH
LOW VOLTAGE
SW. W/PILOT
3-WAY SW.
4-WAY SW.
DESCRIPTION
WALL MOUNTED FLOODLIGHT (TYPE DENOTED)
POLE MOUNTED LIGHT (TYPE DENOTED)
RECESSED LIGHT (TYPE DENOTED)
EXIT SIGN (TYPE DENOTED)
SUSPENDED OR PENDANT LIGHT (TYPE DENOTED)
SURFACE LINEAR LIGHT (TYPE DENOTED)
STRIP LIGHT (TYPE DENOTED)
EMERGENCY BATTERY LIGHT (TYPE DENOTED)
RECESSED LINEAR LIGHT (TYPE DENOTED)
FOURPLEX RECEPTACLE ON EMERGENCY CIRCUIT
LIGHT FIXTURE ON (EM) LIFE SAFETY BRANCH CIRCUIT BREAKER PANEL
DASHED SYMBOL INDICATES REMOVED
HALFTONE SYMBOL INDICATES EXISTING
SOLENOID VALVE
BUS DUCT WITH PLUG IN DISCONNECT (FUSED)
LIGHT LEVEL SENSOR - TYPE DENOTED
TIME CONTROL SWITCH (TIME SWITCH)
HUMIDISTAT
THERMOSTAT
PHOTOCELL
ENCLOSED CIRCUIT BREAKER
PRESSURE SWITCH
SAFETY DISC. SW. (FUSED)
SAFETY DISC. SW. (NON-FUSED)
COMB. MOTOR STARTER (FUSED)
POWER OR DISTRIBUTION PANEL
MOTOR (SEE SCHEDULE)
TRANSFORMER (TYPE DENOTED)
STATIC GROUND RECEPTACLE (TYPE DENOTED)
SPECIAL RECEPT. OR CONN. (SEE SCHEDULE)
JUNCTION BOX
PULL BOX
GROUND ROD (PLAN VIEW)
LIGHTNING PROTECTION AIR TERMINAL
CLOCK (TYPE DENOTED)
POWER POLE (OPEN OFFICE STYLE)
MULTIOUTLET ASSEMBLY (TYPE DENOTED)
DESCRIPTION
LIGHTNING PROTECTION CONDUCTOR SPLICE
UTILITY SERVICE POWER POLE (SITE)
OCCUPANCY SENSOR - TYPE DENOTED
FLOAT SWITCH
ANTENNA
DOOR SIGNAL - APT. UNIT
SPEAKER (WALL OR CEILING MT.)
MICROPHONE OUTLET
HORN TYPE SPEAKER
VOLUME CONTROL
BUZZER
BELL
INFORMATION OUTLET (TYPE DENOTED)
WALL TELEPHONE OUTLET (TYPE DENOTED)
TELEPHONE OUTLET (TYPE DENOTED)
TELEVISION OUTLET
DESCRIPTION
CHIME
WIRELESS ACCESS POINT
DESCRIPTION
GAS DETECTOR (TYPE DENOTED)
F.A. PULLSTATION (TYPE DENOTED)
F.A. DOOR CLOSER
F.A. DOOR HOLDER
F.A. INDIVIDUAL ADDRESSABLE MODULE
FIRE ALARM SHUT DOWN RELAY
SPRINKLER VALVE TAMPER SWITCH
SPRINKLER FLOW SWITCH
F.A. ZONE ADDRESSABLE MODULE
SPRINKLER TEMPERATURE SWITCH
SPRINKLER LEVEL SWITCH
SPRINKLER PRESSURE SWITCH
HEAT DETECTOR (TYPE & TEMP DENOTED)
SMOKE DETECTOR (TYPE DENOTED)
FIRE ALARM STROBE (CANDELAS)
FLAME DETECTOR (TYPE DENOTED)
DUCT SMOKE DETECTOR (TYPE DENOTED)
REMOTE TEST/STATUS STATION
LINEAR HEAT DETECTOR
FIRE ALARM HORN W/STROBE (CANDELAS)
FIRE ALARM REMOTE ANNUNCIATOR
END OF LINE RESISTOR
CCTV CAMERA WITH PAN/TILT DRIVE
CCTV CAMERA
DOOR CONTACTS
CARD READER
ELECTRIC STRIKE
KEYPAD
MAGNETIC LOCK
COMBINATION LOCK
1 KEYED NOTE (SEE SCHEDULE)
EMERGENCY POWER OFF BUTTON 1
GENERAL ELECTRICAL NOTES
1. DRAWINGS ARE DIAGRAMMATIC ONLY. THE EXACT LOCATION, MOUNTING HEIGHTS, SIZE OF EQUIPMENT AND
ROUTING OF RACEWAYS SHALL BE COORDINATED AND DETERMINED IN THE FIELD.
2. THE EXACT LOCATION AND MOUNTING HEIGHTS OF ALL LIGHTING FIXTURES LOCATED IN MECHANICAL/ELECTRICAL
EQUIPMENT SPACES SHALL BE COORDINATED IN THE FIELD BY THE ELECTRICAL CONTRACTOR BEFORE INSTALLATION
OF SAME, SO AS TO AVOID INTERFERENCE WITH DUCTS, PIPING AND OTHER MECHANICAL/ELECTRICAL EQUIPMENT.
3. REFLECTED CEILING PLANS FOR ANY AND ALL AREAS PREPARED BY THE ARCHITECT SHOWING THE LOCATION OF
LIGHTING FIXTURES SHALL TAKE PRECEDENCE OVER THE LOCATIONS OF SAME SHOWN ON THE LIGHTING DRAWINGS.
THE ELECTRICAL CONTRACTOR SHALL INSTALL THE LIGHTING FIXTURES IN ANY GIVEN AREA TO AGREE WITH THE
ARCHITECT'S REFLECTED CEILING PLANS.
4. ALL STRAIGHT FEEDER, BRANCH CIRCUIT AND AUXILIARY SYSTEM CONDUIT RUNS SHALL BE PROVIDED WITH
SUFFICIENT PULL BOXES TO LIMIT THE MAXIMUM LENGTH OF ANY SINGLE CABLE PULL TO 150 FEET. EXACT SIZES OF
PULL BOXES AND LOCATIONS TO BE DETERMINED IN THE FIELD BY THE ELECTRICAL CONTRACTOR.
5. FURNISH ALL REQUIRED ACCESS PANELS AS REQUIRED TO SUIT FIELD CONDITIONS FOR THE PROPER OPERATION
AND MAINTENANCE OF THE ELECTRICAL SYSTEM. THE EXACT SIZES AND PHYSICAL LOCATIONS SHALL BE TO SUIT
ACCESSIBILITY AND CONSTRUCTION CONDITIONS. ALL ACCESS PANELS PROVIDED BY THE ELECTRICAL CONTRACTOR
SHALL MATCH EXACTLY THE ACCESS PANELS FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR. THE
ACCESS PANELS WILL BE INSTALLED BY THE TRADE CONTRACTOR UNDER THE APPROPRIATE SECTION OF THE
SPECIFICATIONS FOR THE SURFACE IN WHICH THE PANELS ARE LOCATED.
6. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE HVAC, FIRE PROTECTION, PLUMBING AND GENERAL
CONTRACTORS AS APPLICABLE AS TO THE EXACT LOCATION OF THEIR RESPECTIVE EQUIPMENT; THE POWER WIRING,
CONTROL WIRING AND ALL ELECTRICAL CONNECTIONS AND CONDUIT TURN-UPS SHALL BE COORDINATED WITH THE
RESPECTIVE CONTRACTORS BEFORE THE START OF CONSTRUCTION IN THE FIELD.
7. SLEEVES ARE TO BE UTILIZED FOR PASSAGE OF CONDUITS THROUGH FLOORS OR WALLS. CONDUITS AND BOXES ARE
TO BE SUPPORTED BY THE USE OF PRESET FASTENERS INSTALLED IN FLOORS, WALLS OR COLUMNS. CONDUITS AND
BOXES ARE TO BE INSTALLED CONCEALED IN MASONRY WALLS AND ABOVE HUNG CEILINGS. ALL SLEEVES ARE TO BE
SEALED WITH APPROVED FIRE STOPPING SEALANT.
8. ALL LIGHTING FIXTURES, ELECTRICAL DEVICES, CABLES AND RACEWAYS ARE TO BE INDEPENDENTLY SUPPORTED OF
THE CEILING SYSTEM. FIXTURES ARE TO BE SUPPORTED FROM THE STRUCTURE BY THE USE OF JACK CHAIN,
THREADED ROD OR OTHER MEANS APPROVED BY THE ENGINEER. CEILING SYSTEM TIE WIRES AND GRID ARE NOT TO
BE UTILIZED FOR THE SUPPORT OF ELECTRICAL DEVICES, CABLES AND RACEWAYS. APPROVED SUPPORTS,
HANGERS, CLIPS, ETC. ARE TO BE UTILIZED.
9. THE LOCATION AND MOUNTING HEIGHTS OF ALL POWER, LIGHTING, COMMUNICATIONS AND AUXILIARY SYSTEM
DEVICES SHOWN ON THE ARCHITECTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE LOCATIONS SHOWN ON
THE ELECTRICAL DRAWINGS. THE ELECTRICAL CONTRACTOR SHALL INSTALL ALL POWER, LIGHTING,
COMMUNICATIONS AND AUXILIARY SYSTEM DEVICES TO AGREE WITH THE ARCHITECTURAL DRAWINGS.
10. COMBINED HOMERUNS OF TWO (2) OR THREE (3) CIRCUITS MAY BE UTILIZED. HOWEVER, THE NEUTRAL CONDUCTOR
IS TO BE INCREASED TO #10AWG. COMBINED HOMERUNS ARE TO BE LIMITED TO 20A, LIGHTING AND POWER CIRCUITS.
11. INSTALLATION OF BACK TO BACK DEVICES ARE TO BE AVOIDED. ALLOW ONE WALL FRAMING MEMBER BETWEEN EACH
BACK TO BACK DEVICE AS A MINIMUM.
12. WORK SHALL CONFORM TO THE MASSACHUSETTS ELECTRICAL CODE, MASSACHUSETTS BUILDING CODE, NFPA AND
REQUIREMENTS OF LOCAL AUTHORITIES HAVING JURISDICTION.
13. THE WORD "CONTRACTOR" AS USED IN THE "ELECTRICAL WORK" SHALL MEAN THE ELECTRICAL SUBCONTRACTOR.
14. CONTRACTOR SHALL PAY FOR ALL PERMITS, INSURANCE AND TESTS, AND SHALL PROVIDE LABOR AND MATERIAL TO
COMPLETE THE ELECTRICAL WORK SHOWN.
15. OWNER SHALL PAY ELECTRIC UTILITY COMPANY BACKCHARGES
16. CONTRACTOR SHALL PROVIDE ALL REQUIRED COORDINATION WITH ELECTRIC, TELEPHONE, INTERNET AND CABLE TV
UTILITIES.
17. ELECTRIC UTILITY WORK ORDER NUMBER FOR THIS PROJECT IS #XXXXXXXXXX.
18. EXCEPT AS OTHERWISE NOTED, THE ELECTRICAL WORK SHALL INCLUDE DEMOLITION, PANELBOARDS, CIRCUIT
BREAKERS, FEEDERS, WIRING, RACEWAYS, LIGHTING FIXTURES, DEVICES, TELEPHONE AND DATA OUTLETS, SAFETY
SWITCHES, FIRE ALARM AND NURSE CALL SYSTEMS, TRANSFORMERS AND CONNECTION NECESSARY TO OPERATE
MOTORS AND OTHER EQUIPMENT.
19. AUTOMATIC TEMPERATURE CONTROLS SHALL BE PROVIDED AND INSTALLED BY THE MECHANICAL SUBCONTRACTOR.
STARTERS, VFD'S AND OTHER CONTROL DEVICES FOR EQUIPMENT SHALL BE FURNISHED BY THE MECHANICAL
SUBCONTRACTOR FOR INSTALLATION AND CONNECTION BY THIS CONTRACTOR.
20. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY LIGHTING AND POWER AND THE GENERAL CONTRACTOR SHALL
PAY ALL ENERGY CHARGES FOR TEMPORARY POWER AND LIGHTING.
21. DURING CONSTRUCTION, THE ELECTRICAL CONTRACTOR SHALL KEEP HIS PORTION OF THE WORK NEAT, CLEAN AND
ORDERLY.
22. ALL SYSTEMS SHALL BE TESTED FOR SHORT CIRCUIT AND GROUNDS PRIOR TO ENERGIZING AND ANY DEFECTS SHALL
BE CORRECTED.
23. ALL CUTTING AND PATCHING REQUIRED FOR ELECTRICAL WORK SHALL BE INCLUDED AS PART OF THIS SECTION.
24. COMPLETE SHOP DRAWINGS SHALL BE SUBMITTED FOR ELECTRICAL EQUIPMENT. WHERE SPECIFIED ELECTRICAL
EQUIPMENT IS SUBSTITUTED, THE ELECTRICAL CONTRACTOR SHALL SUBMIT COMPLETE SPECIFICATIONS ON THE
SUBSTITUTE AS WELL AS THE ITEM ORIGINALLY SPECIFIED.
25. MATERIALS SHALL BE SPECIFICATION GRADE AND UL LISTED.
26. WHERE MATERIAL IS CALLED OUT IN THE LEGEND BY MANUFACTURER, TYPE OR CATALOG NUMBER, SUCH
DESIGNATIONS ARE TO ESTABLISH STANDARDS OR DESIRED QUALITY. ACCEPTANCE OR REJECTIONS OF PROPOSED
SUBSTITUTIONS SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER.
27. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF EQUIPMENT AND DEVICE PRIOR TO ROUGHING IN
FOR SAME.
28. WORK SHALL BE COORDINATED WITH THAT OF OTHER TRADES TO ELIMINATE INTERFERENCES.
29. EXACT LOCATIONS OF MECHANICAL EQUIPMENT, DEVICES, ETC. SHALL BE VERIFIED WITH HEATING, VENTILATION AND
AIR CONDITIONING SUBCONTRACTOR PRIOR TO ROUGHING FOR SAME.
30. ELECTRICAL CONTRACTOR SHALL OBTAIN SHOP DRAWINGS/SPECIFICATIONS OF ALL EQUIPMENT FROM THE GENERAL
CONTRACTOR PRIOR TO PURCHASING AND INSTALLING ELECTRICAL EQUIPMENT FOR SAME. NOTIFY ENGINEER OF
ANY DISCREPANCIES BETWEEN ACTUAL EQUIPMENT INSTALLED AND CONTRACT DOCUMENTS.
31. ELECTRICAL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL C0MPLETION.
32. WORK SHALL BE GROUNDED IN ACCORDANCE WITH CODE REQUIREMENTS. COMPLETE EQUIPMENT (INSULATED
GREEN WIRE) GROUNDING SYSTEM SHALL BE INSTALLED.
33. WIRE SHALL BE TYPE "THHN-THWN" INSULATED FOR 600 VOLTS, MINIMUM SIZE #12 AWG COPPER UNLESS
SPECIFICALLY NOTED OTHERWISE.
34. WIRING METHODS:
A. EXTERIOR UNDERGROUND FEEDERS SHALL BE PVC SCHEDULE 80 FOR DIRECT BURIED AND PVC SCHEDULE 40
FOR CONCRETE ENCASED.
B. EXTERIOR ABOVE GRADE FEEDERS SHALL BE RGS CONDUIT.
C. INTERIOR FEEDERS SHALL BE EMT OR RGS CONDUIT.
D. INTERIOR LIGHTING AND RECEPTACLE BRANCH CIRCUITS IN PARTITIONS SHALL BE MC CABLE.
E. INTERIOR BRANCH CIRCUITS ABOVE HUNG CEILINGS SHALL BE EMT CONDUIT.
F. INTERIOR BRANCH CIRCUITS FOR HVAC, PLUMBING AND FIRE PROTECTION EQUIPMENT SHALL BE EMT OR
RGS.
G. LIGHTING FIXTURE CONNECTIONS SHALL BE MC CABLE.
H. EMERGENCY, CRITICAL AND LIFE/SAFETY BRANCH LIGHTING CIRCUITRY SHALL BE EMT CONDUIT.
I. EQUIPMENT CONNECTIONS SHALL BE LIQUID TIGHT FLEXIBLE METAL CONDUIT.
J. FIRE ALARM SYSTEM WIRING SHALL BE EMT.
K. TELEPHONE AND DATA SHALL BE EMPTY EMT W/PULL WIRE.
35. ALL RACEWAYS WITHIN MAINTENANCE BAYS, SHOPS, GARAGE AREAS AND WASHBAYS SHALL BE RUN OVERHEAD
AND CONCEALED IN CONCRETE WALLS. NO CONDUITS OR DEVICES SHALL BE RUN SURFACE MOUNTED OR IN SLAB
WITHIN THESE SPACES WITHOUT ENGINEER APPROVAL OR NOTED OTHERWISE ON PLANS. RACEWAYS SHALL BE
RUN CONCEALED IN ALL FINISHED AREAS.
36. CONNECTORS FOR RIGID CONDUIT SHALL BE MADE WITH THREADED COUPLINGS.
37. CONNECTORS FOR ELECTRIC METALLIC TUBING AND FLEXIBLE LIQUID TIGHT CONDUIT SHALL BE COMPRESSION
TYPE WITH INSULATED THROATS.
38. CONDUIT AND TUBING SHALL BE SUPPORTED ON GALVANIZED WALL BRACKETS. TRAPEZE HANGERS OR PIPE
STRAPS SECURED BY MEANS OF TOGGLE BOLTS OR INSERTS IN WOOD CONSTRUCTION.
39. FEEDERS SHALL BE ROUTED TIGHT TO THE UNDERSIDE OF THE BUILDING STRUCTURE. CONDUIT SHALL BE
INSTALLED PARALLEL AND PERPENDICULAR TO MAIN BUILDING SUPPORTS.
40. BOXES SHALL BE GALVANIZED STEEL AND SHALL BE SIZED TO ACCOMMODATE THE EQUIPMENT OR APPARATUS
TO BE INSTALLED. WHERE BOXES OF A STANDARD MAKE ARE NOT AVAILABLE, SPECIAL BOXES SHALL BE
MANUFACTURED. FIXTURES SUPPORTED ON THE CEILING OR ON THE WALL SHALL HAVE SUITABLE FIXTURE
SUPPORT FOR THE SPECIFIC FIXTURE.
41. PANELBOARDS SHALL BE DEAD FRONT, THERMAL MAGNETIC BOLT-ON CIRCUIT BREAKER TYPE, DESIGNED FOR
SURFACE OR FLUSH MOUNTING AS INDICATED ON PLAN, AND HAVING CONNECTIONS TO 120/208 OR 277/480 VOLT,
3 PHASE, 4 WIRE SERVICE. ALL BUS BARS SHALL BE COPPER. CABINETS SHALL BE MADE OF CODE GAUGE
GALVANIZED SHEET STEEL, WITH A MINIMUM OF 4 INCH GUTTERS, DOOR IN DOOR CONSTRUCTION, LOCKED DOOR,
AND FLUSH HINGES. TYPEWRITTEN INDEX SHALL BE MOUNTED ON DOOR INSIDE TRANSPARENT COVER
INDICATING LOAD SERVED. PANELS SHALL INCLUDE SEPARATE EQUIPMENT GROUND BUS.
42. PANELBOARDS, DISCONNECT SWITCHES, AND CONTROLLERS SHALL HAVE NAMEPLATES OF BLACK LAMINATED
PLASTIC WITH ENGRAVED WHITE LETTERS, SECURED WITH SELF-TAPPING SCREWS.
43. CONNECTIONS AT MOTORS SHALL BE MADE WITH 18" LENGTH OF 1/2 INCH FLEXIBLE LIQUID TIGHT CONDUIT.
44. CONTRACTOR SHALL PHASE BALANCE PANELBOARDS IN THE FIELD. LOAD ON EACH PHASE SHALL BE BALANCED
WITHIN 10% OF EACH OTHER.
45. WALL PLATES SHALL BE PROVIDED FOR EACH SWITCH, RECEPTACLE, DATA AND TELEPHONE OUTLET. PROVIDE
WALL PLATES WITH STAINLESS STEEL FINISH FOR ALL DEVICES IN FINISHED AREAS. FOR DEVICES IN UNFINISHED
AREAS, PROVIDE CAST IRON OR ALLOY OF SUITABLE TYPE TO MATCH OUTLET BOXES SPECIFIED.
46. TOGGLE SWITCHES SHALL BE OF THE SINGLE POLE A.C. QUIET TOGGLE TYPE FOR MOUNTING IN A SINGLE-GANG
SPACING. TOGGLE SWITCHES SHALL BE FULLY RATED 20 AMPERES AT 120/277 VOLT.
47. DUPLEX WALL RECEPTACLES SHALL BE 2 POLE, 3 WIRE, GROUNDING TYPE 20 AMPERE, 125 VOLT WITH METAL
PLASTER EARS. RECEPTACLES SHALL BE NEMA STANDARD CONFIGURATION 5-20R.
48. FUSED OR UNFUSED SAFETY SWITCHES SHALL BE TOTALLY ENCLOSED, HEAVY DUTY TYPE. SWITCHES SHALL
HAVE VOLTAGE, HORSEPOWER AND AMPERE RATING SUITABLE FOR THE APPLICATION. PROVIDE NUMBER OF
POLES AS REQUIRED. SWITCHES LOCATED EXTERIOR TO THE BUILDING OR IN DAMP/WET LOCATIONS SHALL BE IN
A NEMA 3R ENCLOSURE.
49. FUSES SHALL BE DUAL ELEMENT, TIME DELAY TYPE, AS MANUFACURED BY BUSSMAN, RELIANCE OR APPROVED
EQUAL.
50. FURNISH AND INSTALL SLEEVES IN FLOORS, BEAMS, WALLS, ETC. REQUIRED FOR INSTALLING THIS WORK.
51. CONDUIT PASSING THROUGH FIRE RATED WALLS AND FLOORS SHALL BE PROVIDED WITH ALL NECESSARY
MATERIALS TO ENSURE THAT THE FIRE RATED INTEGRITY IS MAINTAINED.
52. FEEDER TAPS WILL NOT BE ALLOWED IN PANELBOARD GUTTERS.
53. CONDUIT RUNS AS SHOWN ON THE PLANS ARE DIAGRAMMATIC ONLY; EXACT LOCATION AND METHOD OF
SUPPORT SHALL BE DETERMINED IN THE FIELD.
54. CONTRACTOR SHALL CHECK EXISTING CONDITIONS TO DETERMINE EXACT EXTENT OF WORK TO BE PERFORMED
PRIOR TO BIDDING. DIMENSIONS RELEVANT TO EXISTING WORK SHALL BE VERIFIED IN THE FIELD.
55. IN AREAS NOT AFFECTED BY THIS RENOVATION, THIS SUBCONTRACTOR SHALL MAINTAIN CONTINUITY OF
ELECTRIC SERVICE.
56. WHERE CONNECTIONS ARE MADE IN EXISTING PANELS, THE PANEL INDEX SHALL BE REVISED TO INDICATE THE
NEW LOADS SERVED. NEW CIRCUIT BREAKERS ADDED TO EXISTING PANELS SHALL BE THE SAME FRAME SIZE,
VOLTAGE RATING AND INTERRUPTING CAPACITY AS EXISTING PANEL AND CIRCUIT BREAKERS.
57. ELECTRICAL SHUTDOWN SHALL BE AT A TIME AND DATE APPROVED BY THE OWNER.
58. PROVIDE AS-BUILT "CADD" DRAWINGS AT THE COMPLETION OF THE PROJECT.
59. ALL RECEPTACLES LOCATED WITHIN THE MAINTENANCE BAY'S AND GARAGE AREAS SHALL BE GFI TYPE OUTLETS.
60. ELECTRICAL CONTRACTOR SHALL LABEL ALL ELECTRICAL DEVICES INCLUDING BUT NOT LIMITED TO
RECEPTACLES, TEL/DATA OUTLETS, DISCONNECT SWITCHES, PANELBOARDS, THERMAL MOTOR SWITCHES,
CONTROL PANELS, JUNCTION BOXES, ETC.
A. RECEPTACLES - PANEL NAME AND CIRCUIT DESIGNATION
B. TEL/DATA OUTLETS - NUMBER OF DATA AND TELEPHONE PORTS
C. DISCONNECTS/THERMAL MOTOR SWITCHES - PANEL NAME, CIRCUIT DESIGNATION AND EQUIPMENT SERVING.
D. PANELBOARDS - PANEL NAME, VOLTAGE, AMPERAGE, PHASE AS WELL AS PANEL AND CIRCUIT IT IS FED FROM.
E. CONTROL PANEL - PANEL NAME AND CIRCUIT DESIGNATION
F. JUNCTION BOXES - PANEL NAME AND CIRCUIT DESIGNATION
61. ADDRESS QUESTIONS TO THE ENGINEER IN WRITING BEFORE AWARD OF CONTRACT, OTHERWISE ENGINEER
INTERPERTATION OF MEANING AND INTENT OF DRAWINGS SHALL BE FINAL.
1
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
SEPTEMBER 13, 2019
ELECTRICAL
TITLE SHEET
E001
CAP
DNM
RFM
2170117-E
BIDDING
E001 ELECTRICAL TITLE SHEET
E002 ELECTRICAL SITE PLAN
E003 SITE LIGHTING PLAN
E101 LEVEL 1 LIGHTING PLAN "A"
E102 LEVEL 1 & MEZZANINE LIGHTING PLANS "B"
E103 LEVEL 1, MEZZANINE LIGHTING PLANS "C" & CANOPY
E201 LEVEL 1 POWER PLAN "A"
E202 LEVEL 1 & MEZZANINE POWER PLANS "B"
E203 LEVEL 1, MEZZANINE POWER PLANS "C" & CANOPY
E204 ROOF POWER PLAN
E501 ELECTRICAL DETAILS SHEET I
E502 ELECTRICAL DETAILS SHEET II
E503 ELECTRICAL DETAILS SHEET III
E601 ELECTRICAL DIAGRAMS
E602 ELECTRICAL SCHEDULES
E603 ELECTRICAL SCHEDULES
E604 ELECTRICAL SCHEDULES
E605 ELECTRICAL SCHEDULES SHEET IV
ED002 ELECTRICAL SITE DEMOLITION PLAN
FA001 FIRE ALARM RISER DIAGRAM
FA101 LEVEL 1 FIRE ALARM PLAN "A"
FA102 LEVEL 1 & MEZZANINE FIRE ALARM PLANS "B"
FA103 LEVEL 1, MEZZANINE FIRE ALARM PLANS "C"
TC001 TELECOM LEGEND AND DETAILS
TC101 LEVEL 1 TELE/COM PLAN "A"
TC102 LEVEL 1 & MEZZANINE TELE/COM PLANS "B"
TC103 LEVEL 1 & MEZZANINE FIRE ALARM PLANS "C"
1 10/04/19 ADDENDUM 1
E/T
ACCUDWSDWSDWSDWSDWSDWSDWSDWS
DWSDWS DWSDWS1311163B U C KI S L A N DR O A DTOWN
BROOK
ROAD
SSS2"2"Septic Area(See Note 3N)1D
UP UP
DN
P
P
P
P
P
P
P
GFI
GFI
6-30R6-30R
1 4"C., PRIMARY UTILITY POWER
CONDUIT SCHEDULE
2 4"C., SPARE
3 4"C., TELEPHONE
4
5
4"C., CABLE TV
6
1 2
SECTION A-A
9
7
2
SECTION D-D
6
7
4"C., GENERATOR POWER
8
9
1"C., GENERATOR JACKET WATER HEATER
10
1"C., GENERATOR BATTERY CHARGER
1"C., GENERATOR START TO ATS
1"C., FOR GENERATOR EMEREGENCY STOP
NOTES:
1. REFER TO TYPICAL CONCRETE AND DIRECT BURIED CONDUIT DETAILS FOR
ADDITIONAL DUCTBANK REQUIREMENTS.
2. (C.E.) APPLIES TO CONCRETE ENCASED CONDUITS IN ONLY PAVED AREAS
UNLESS SPECIFIED IN ITS ENTIRETY IN SECTION.
SECTION E-E
SECTION B-B
5 5
5 5
SECTION C-C
4"C., FOR SECONDARY POWER
2"C., FOR EXISTING HW. DPT POWER
2"C., FOR EXISTING HW. DPT. FIRE ALARM
2"C. SPARE
6
6
6
11
13
(CONCRETE ENCASED IN ITS ENTIRETY)
3 4
2 2 2
8
SECTION F-F
14
13
2"C., FOR FUTURE FUEL ISALND POWER (EMPTY W/
PULL STRING)
2"C. FOR FUTURE FUEL ISLAND COMMUNICATIONS
(EMPTY W/ PULL STRING)
13
15
12" MIN
16 16
SECTION G-G
1"C. FOR TIGHT TANK (EMPTY W/ PULL STRING)
SECTION H-H
19 20
19 19 20
18
18 18
12" MIN
20
SECTION I-I
19 20
19 20
18
18
12" MIN
SECTION J-J
19
20
18
12" MIN
14 13
SECTION K-K
15 13
SECTION L-L
11
12
13
14
15
16
17
18
19
2"C., HWY DEPT. BUILDING TELCOM
20
2"C., MOTORIZED GATE POWER
2"C., MOTORIZED GATE CONTROLS
2"C., KEYPAD & SHORT RANGE READER
17
12
12" MIN
21
12" MIN
21 4"C., FIBER OPTICS
1
1
PAD MOUNTED
TRANSFORMER
GENERATORELECTRICAL ROOM
EXISTING UTILITY POLE TO REMAIN
EXISTING UTILITY POLE TO REMAIN
EXISTING UTILITY POLE WITH NEW
CABLE AND TELEPHONE RISERS
EXISTING UTILITY POLE TO REMAIN
EXISTING UTILITY POLE TO REMAIN
EXISTING UTILITY POLE TO REMAIN
EXISTING OVERHEAD UTILITY
LINES TO REMAIN
EXISTING OVERHEAD
UTILITY LINES TO
REMAIN
EXISTING OVERHEAD UTILITY
LINES TO REMAIN
EXISTING OVERHEAD UTILITY
LINES TO REMAIN
EXISTING OVERHEAD UTILITY
LINES TO REMAIN
SECTION A-A
SECTION C-C
SECTION
D-D
TEL/DATA ROOM
SECTION B-B
SECTION
E-E
EXISTING FUEL
ISLAND
EXISTING HIGHWAY DEPARTMENT OFFICES AND GARAGE
SECTION
F-F
TIGHT TANK
SECTION
G-G
GATE CONTROLLER #3 (2#12 & 1#12G. TO PPL3-18,20)
GATE CONTROLLER #2 (2#12 & 1#12G. TO PPL3-17,19)
GATE CONTROLLER #1 (2#12 & 1#12G. TO PPL3-14,16)
PROPERTY LINE
MOTORIZED GATE CONTROLLER #4
(2#12 & 1#12G. TO PPL3-21,23)
SECTION J-J
TO TEL/DATA ROOM
SECTION B-B (C.E.)
SECTION H-H (C.E.)
COMMUNICATIONS HAND HOLE
POWER HAND HOLE
SECTION L-L
SECTION K-K
TO TEL/DATA ROOM
SECTION I-I
SECTION J-J
(C.E.)
APPROXIMATE LOCATION OF
EXISTING ELECTRICAL PANELS
SECTION J-J
EXISTING UNDERGROUND FUEL ISLAND
CONDUIT AND WIRE TO REMAIN. PROTECT
CONDUIT AND WIRING DURING
CONSTRUCTION
1
0'15'30'60'
SCALE: 1" = 30'
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
SEPTEMBER 13, 2019
ELECTRICAL SITE
PLAN
E002
Author
Checker
Approver
2170117-E
BIDDING
N.T.S.E002
2 DUCTBANK SECTIONS
1" = 30'-0"E002
1 ELECTRICAL SITE PLAN
DRAWING NOTES:
1. REFER TO DRAWING E001 FOR ELECTRICAL LEGEND, ABBREVIATIONS AND GENERAL NOTES.
2. REFER TO DRAWINGS E603 & E604 FOR PANELBOARD SCHEDULES.
1 10/04/19 ADDENDUM 1
E/T GENERATOR TACCU131116
3B U C KI S L A N DR O A DTOWN
BROOK
ROAD
SSSZONE XZONE AE(EL 11 FEET)(See Note 3J)4-CS-60#-19691"PLI.P. 2007
2-PL-30#-2001
2"2"800-59Septic Area(See Note 3N)ABANDONED 12"RCPS1D
EQUIPSTORAGEDPW
EQUIP
STORAGE
POLICE
UP UP
DN
PROPERTY LINE
S1
S2 S2
S1
S1
S1 S1
S1
S2
APPROXIMATE LOCATION
OF PANEL PPL3
22,dd
22,dd 22,dd
22,dd
22,dd
PPL3-22 VIA LCP1 AND
PHOTOCELL
PPL3-24 VIA LCP1 AND
PHOTOCELL
S2
22,dd
FLAG POLE
PPL3-22 VIA LCP
AND PHOTOCELL
SG3
dd
24,cc
24,cc
24,cc24,cc
SG3
ddSG3
dd
PROPERTY BOUNDARY
1
0'20' 40' 80'
SCALE: 1" = 40'
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
SEPTEMBER 13, 2019
SITE LIGHTING
PLAN
E003
Author
Checker
Approver
2170117-E
BIDDING
1" = 40'-0"E003
1 ELECTRICAL SITE PLAN
DRAWING NOTES:
1. REFER TO DRAWING E001 FOR ELECTRICAL LEGEND, ABBREVIATIONS AND GENERAL NOTES.
2. REFER TO DRAWING E602 FOR LIGHTING FIXTURE SCHEDULE.
3. REFER TO DRAWINGS E603 & E604 FOR PANELBOARD SCHEDULES.
4. ALL SITE LIGHTING SHALL BE 1" DIRECT BURIED CONDUIT WITH 2#12 & 1#12G.
1
1 10/04/19 ADDENDUM 1
PFS OS
SOS
SOS
S OS
S OS
S OS
S OS
S OS
SOS SOS
S OS
S
SOS
ST
S T S T
OS
OS
OS
ST
OS
OS OS
S
OS
OS OS OS
OS
OS
OS
OS
OS
S
S3S3
OS
OS
OS
OS
OS
OS
SLV SLV
S3
OS
SLVS3
S
OS
OS
SLVSLVSLV
SLV
SLV
S4
S
SLV
S LV
SLV
SLV
S LV
S3S3
S
SLV
AE A A AE
AAAEA
AE A AE A
A AE A AE A AE A
A
A
A A
AA
A
A
AE A AE
AE
A
AE
A
AE
AAA
AAE
AA
AEAAE
A
AA
AE
A A
AA
A A
A A
AA
A A
AA
AA
A A
AA
A A
AA
A AA
AEA
A AA
A
AAAE
A A AE
AE AE
AFE
AF
AFE
AF
AFE
AF
AFE
AFE
A
AE
AFE
K1 K1E K1
K1E K1 K1E
K1
K1E
K1
K1E K1
K1E
K1 K1E
K1E
K1
K1E K1
K1 K1E
K1 K1E
K1E K1
9
9
10
10
11
11
12
12
13
13
A.1 A.1AA
B.2 B.2
8.5
8.5
9.8
9.8
10.3
10.3
13.1
13.1
15
15
B.8 B.8
D D
C C
12.3
12.3
11.3
11.3
C.5
14
14
B B
A AE
AE A
AE
K
AFE
AF
AF
AFE
AEAE
AF
AF AF
CC
AFC
AAFE
AFAF
OFFICE MGR
104
CEMETERY OFFICE
105
TOWN ENGINEER
106
HIGHWAY SUPER.
107
PARKS
SUPERVISOR
OFFICE
128
GROUNDS SUPER.
108
ENTRY / VESTIBULE
101
CONFERENCE
ROOM
102
DIRECTOR OFFICE
103
ENGINEERING
OPEN OFFICE
131
ADMIN AREA
132
TEL/DATA
115
FACILITIES
CARPENTRY SHOP
123
SIGN SHOP
124
TABLE AND COT
STORAGE
113 STOR.
109
FILE STORAGE
110
PPE STOR
116
JAN. CL
119
PARKS MOWER
REPAIR SHOP
121
ENTRY VESTIBULE
127
STORM EVENT
OFFICE
126
KITCHEN AREA
129
FEMALE TOILET
111
COPY/ FILE/ MAIL
AREA
133
MALE TOILET
112
TRAINING / STORM
EVENT ROOM
114
SHARED GENERAL
WORKSHOP
122
HIGHWAY SMALL
ENGINE REPAIR
SHOP
120
BDA CL
130
MEN'S LOCKER
ROOM
117
5,a
5,a
5 5
55
4,a4,a4,a
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 55
4,a5
5
5
5
6 5
4,a
4,a4,a
4,a
4,a
6,a
6,a
666
6 6 6
664
6,a
6,a
6,a
6,c6,b
6,a6,a
6,a
6,a
6,a
6,a
4
4 6,a
b
a
6,b6,b 6,a
6,a6,a
6,a
4 4 4 4 4 4 4 4,a
6,b
6,b
6,b
6,b
6,b
6,b
6,a
6,a
6,a
6,a
6,a
6,a 6 6
6 6
6 4
6,a
6,a 6 6
6 6
6 6
5,b 5,b 4,a
5,b 5,b 4,a
5,b 5,b 4,a
2,m2,m
2,m 2,m8,p8,p
8,p 8,p
3,k3,k3,k
3,k
3,k
3,k 3,k 3,k
3,v3,i3,i3,i
3,i 3,i 3,i 3,v
A
6
a
a
a b
a,b
a,b
a,b
a
a
a
b
b
a
a
b c
a aa
a
b
a
a
vi,jj
F
3,j
F
3,j
F
3,j
F
3,l
F
3,l
F
3,l
F 3,l F 3,l F 3,l
F
2,n
F
2,n
F
8,o
F
8,o
F
8,o
F
8,o p
o
F
31,g
F
31,g
SW1
14,aa
SW1
14,aa
SW1
14,aa
SW2
14,aa
SW2
14,aa
SW2
14,aa
SW1 14,aa SW1 14,aa
SW4
14,aa
SW4
CORRIDOR
145
WOMEN'S LOCKER
ROOM
118
MUSTER ROOM /
TRAINING
125
X1
8
X13
X1
3
X1
6
X1
6
X1
5
X1
4
X1
4
X1
4
X1
3
X1
4
X1 4
a
PPL1-4PPL1-6
PPL1-5
8.9
8.9 14.3
14.39.4
9.4
PPL7-3
PPL6-3
PPL6-3
PPL4-8 PPL5-2
PPL1-14
14,aa
PPL1-14
k,l
k,l
k,l
F
F
3,l
3,l
m,n
o,p
6
A
6,a
ab
2,nF a
6,b 6,c
c
F1
4,c
CANOPY OUTLINE
1
1
0' 4' 8'16'
SCALE: 1/8" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
SEPTEMBER 13, 2019
LEVEL 1 LIGHTING
PLAN "A"
E101
Author
Checker
Approver
2170117-E
BIDDING
1/8" = 1'-0"E101
1 LEVEL 1 LIGHTING AREA "A"
DRAWING NOTES:
1. REFER TO DRAWING E001 FOR ELECTRICAL LEGEND, ABBREVIATIONS AND GENERAL NOTES.
2. REFER TO DRAWING E602 FOR LIGHTING FIXTURE SCHEDULE.
3. REFER TO DRAWINGS E603 & E604 FOR PANELBOARD SCHEDULES.
4. ALL WIRING WITHIN THE FIRST FLOOR CEILING SHALL BE PLENUM RATED.
5. REFER TO DRAWING E605 FOR LIGHTING CONTROL PANEL SCHEDULE.
6. REFERT TO DRAWING E605 FOR LIGHTING CONTROL SEQUENCE MATRIX.
1 10/04/19 ADDENDUM 1
UP
ST
S3
S
SLV
S LV
SLV
SLV
SLV
S4
SLV
S3
S
SLV
DE
D
DE
D
DE
D
DE
D
DE
D
DE
D
DE
D
DE
D
DE
D
DE
D
DE
D
K1E
K1E
K1E
K1E
K1 K1E K1 K1E
8
8
6
6
9
9
10
10
8.2
8.2
11
11
12
12
13
13
8.5
8.5
9.8
9.8
10.3
10.3
D D
12.3
12.3
11.3
11.3
G G
H H
F F
E E
I I
7
7
6.5
6.5
ELECTRICAL ROOM
135
MECHANICAL
ROOM
134
VEHICLE AND
EQUIPMENT
STORAGE
136
OUTLINE OF MEZZANINE
REFER TO MEZZANINE PLAN 2/E102 THIS DRAWING
FOR MEZZANINE LIGHTING LAYOUT
KKEK KE K KE
OUTLINE OF MEZZANINE
REFER TO MEZZANINE LIGHTING PLAN 3E/102
THIS DRAWING FOR MEZZANINE LIGHTING
LAYOUT
MOUNT TO UNDERSIDE OF MEZZANINE
(TYPICAL)
MOUNT TO UNDERSIDE OF MEZZANINE
(TYPICAL)
KE K KE K
56,a6,a6,a6,b2,m2,m8,p 8,p
30,b 30,b 26,c 26,c
31,a 31,a 31,a 31,a 31 31 31 31
3131
3131
30,b 30,b 26,c 26,c
30,b 30,b 26,c 26,c
28,d
28,d
28,d
28,d
28,d
28,d
26,c 28,d 28,d 28,d
30,f 30,f 30,f 30,f 30,f 30,f
F
8,o
F
8,o
a,b,c,d,f,g,h
a,b,c,d,e,f,g,h
a,b,c,d,f,g,h
F
31,g
F
31,g
F
31,g
F
31,g
F
31,h
F 31,h F
31,h
F
31,h
a,b,c,d,e,f,g,h
"e" IS TO MEZZANINE LIGHT
FIXTURES
SW1
38,ee
SW2
38,ee
SW1
16,bb
SW2
16,bb
SW1
16,bb
EXTERIOR LIGHTING
CONTROLS
X130
X128
X131
X1
8
7.3
7.3PPL8-30
PPL8-28
PPL8-31
8.9
8.9
9.4
9.4
PPL1-16
PPL8-26
aa,bb,cc
2,nF a
dd
61,ffSW1
1
1
1
31
X11
10
10
11
11
12
12
13
13
10.3
10.3
13.1
13.1
D D
12.3
12.3
11.3
11.3
E E
VEHICLE AND
EQUIPMENT
STORAGE
MEZZANINE 1
149
K1 K1E K1 K1E
K1
K1E
18,e 18,e 18,e 18,e 18,e
18,e
MOUNT AT 9'-6" AFF. (TYP.)
CONTROLS LOCATED ON FIRST FLOOR
PPL1-18
18
X1 1
8
8
6
6
9
9
8.2
8.2
8.5
8.5
H H
I I
7
7
6.5
6.5
VEHICLE AND
EQUIPMENT
STORAGE
MEZZANINE 2
148
K1
K1E
K1 K1E
17
17 K1E
17,w
K1
17,w
K1E
17,w
27,x27,x
COMPRESSOR
ROOM
146
COMPRESSOR
ROOM
146
COMPRESSOR
ROOM
146
COMPRESSOR
ROOM
146
PPL1-17
w
MOUNT AT 8'-0" AFF. (TYP.)
17
X1
1
0' 4' 8'16'
SCALE: 1/8" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
SEPTEMBER 13, 2019
LEVEL 1 &
MEZZANINE
LIGHTING PLANS
"B"
E102
Author
Checker
Approver
2170117-E
BIDDING
1/8" = 1'-0"E102
1 LEVEL 1 LIGHTING AREA "B"
1/8" = 1'-0"E102
3 MEZZANINE LIGHTING AREA "B"
1/8" = 1'-0"E102
2 MEZZANINE LIGHTING PLAN
DRAWING NOTES:
1. REFER TO DRAWING E001 FOR ELECTRICAL LEGEND, ABBREVIATIONS AND GENERAL NOTES.
2. REFER TO DRAWING E602 FOR LIGHTING FIXTURE SCHEDULE.
3. REFER TO DRAWINGS E603 & E604 FOR PANELBOARD SCHEDULES.
4. REFER TO DRAWING E605 FOR LIGHTING CONTROL PANEL SCHEDULE.
5. REFERT TO DRAWING E605 FOR LIGHTING CONTROL SEQUENCE MATRIX.
1 10/04/19 ADDENDUM 1
PFS OS
SOS
S3
SLVSLV
OS
OS
SOSS
S
SLV SLV
SLV
S LV
S LV
SLV
SLV SLV
SLV
SLV
SLV SLV
S3
SLV
SLV
1
1
2
2
3
3
4
4
5
5
8
8
6
6
8.2
8.2
J J
K K
L L
I I
7
7
6.5
6.5
A A
AA
K1
AE
DPW VEHICLE
MAINTENANCE
141
PARTS ROOM
137
WASH EQUIP
143
POLICE
DEPARTMENT
VEHICLE
MAINTENANCE
142
FLUIDS ROOM
138
MECHANICS
OFFICE
140
WASH BAY
144
HE
H
HEH
HE H
DE D DE D DE
DDEDDED
D DE D DE
HE
HE
K1 K1E
K1 K1
K1E K1
K1 K1E
24,r 24,r
24,r24,r
24,r 24,r 26,t 26,s 26,s 26,s
26,s26,s26,s26,t26,t
26,t 26,s 26,s 26,s
25,s 25
2525
2525
25
25
a,b,c,d,f,g,h
F1
25
KE
24
KE
24
t s
SW1
38,ee
SW1
38,ee
SW1
61,ff
SW2 38,ee SW2 38,ee SW2 38,ee SW2 38,ee
25 25
2525
25 25
2525
SW1 61,ffSW261,ffSW261,ff SW2 61,ff SW2 61,ff SW2 61,ff
SW1
61,ff
TOILET
139
X1 26
X2
24
X2 24
X1 26
MEZZANINE LIGHTING CONTROLS
J.5J.5
PPL10-24
PPL10-26
PPL10-25
ALL EQUIPMENT WITHIN THE WASH
BAY SHALL BE WEATHERPROOF. ALL
CONDUIT SHALL BE PVC SEHDULE 40.
PPL1-38
PPL1-61
X1
25
F
24,q
F
24,q
F
24,q
F
24,q
F
24,q F
26,u
F
26,u
F
26,u
F
26,u
F
26,u
q,r
q,r
q,r
26,t
u s,t,u
s,t,u
s,t,u
x
ffee
1111
1
1 1 1 1
CANOPY
-
8
8
9
9
10
10
8.2
8.2
11
11
12
12
13
13
8.5
8.5
9.8
9.8
10.3
10.3
13.1
13.1
J J
I I
CANOPY
-
B1 B1E B1 B1 B1E B1 B1 B1E B1 B1
15,dd15,dd15,dd15,dd15,dd15,dd15,dd15,dd15,dd15,dd
F
31,h
F 31,h F
31,h
F
31,h
J.5J.5
9.4
9.4
MOUNT AT 15'-0" AFF. (TYP.)
dd
PPL1-15
61,ffSW1
31
X11
1
1
1
8
8
6
6
8.2
8.2
J J
K K
L L
I I
7
7
6.5
6.5
DPW VEHICLE
MAINTENANCE
MEZZANINE 3
147
K1 K1E
K1E K1
K1 K1E
K1E K1
27,x 27,x
27,x27,x
27,x 27,x
27,x27,x
J.5J.5
COMPRESSOR
ROOM
146
COMPRESSOR
ROOM
146
COMPRESSOR
ROOM
146
PPL10-27
w
MOUNT AT 12'-0" AFF. (TYP.)
LIGHTING CONTROLS
LOCATED ON FIRST FLOOR
X1
27
1
17
X1
1
0' 4' 8'16'
SCALE: 1/8" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
SEPTEMBER 13, 2019
LEVEL 1,
MEZZANINE
LIGHTING PLANS
"C" & CANOPY
E103
Author
Checker
Approver
2170117-E
BIDDING
1/8" = 1'-0"E103
1 LEVEL 1 LIGHTING AREA "C"
1/8" = 1'-0"E103
2 LEVEL 1 LIGHTING CANOPY
1/8" = 1'-0"E103
3 MEZZANINE LIGHTING AREA "C"
DRAWING NOTES:
1. REFER TO DRAWING E001 FOR ELECTRICAL LEGEND, ABBREVIATIONS AND GENERAL NOTES.
2. REFER TO DRAWING E602 FOR LIGHTING FIXTURE SCHEDULE.
3. REFER TO DRAWINGS E603 & E604 FOR PANELBOARD SCHEDULES.
4. REFER TO DRAWING E605 FOR LIGHTING CONTROL PANEL SCHEDULE.
5. REFERT TO DRAWING E605 FOR LIGHTING CONTROL SEQUENCE MATRIX.
1 10/04/19 ADDENDUM 1
PF84"
84"
48"GFI 48"GFI48"GFI
ACGFI ACGFI
84"
ACGFI ACGFI
ACGFI
AC
48"GFI
J
48"GFI
GFI
48"GFI
48"GFI 48"GFI
48"GFI
48"GFI
48"GFI48"GFI
48"GFI
48"GFI
48"GFI
48"GFI
GFI
GFI
GFI
GFI
OVERHEAD DOOR
MOTOR 2
1
OVERHEAD DOOR
MOTOR 1
1
OVERHEAD DOOR
MOTOR 3
1
GFIWPGFIWP
GFIWP
GFIWP
GFIWP
84"
48"48"48"48"
GFIWP
48"GFI
GFI
84"
J J
48"GFI
CLNG
J
CLNG
J
GFI
SKP
SKP
SKP
SMS
SMS
48"GFI
48"GFI
48"GFI
48"GFI
48"GFI
48"GFI
48"
L6-30R
48"GFI 48"GFI 48"GFI
48"GFI
48"GFI
48"GFI
48"GFI
48"GFI
48"GFI
48"GFI 48"GFI48"GFI 48"GFI
48"GFI
48"GFI
48"GFI
FF
84"
84"
84"J84"FJ48"GFI
GFI
48"GFI
GFI
GFIGFI
9
9
10
10
11
11
12
12
13
13
A.1 A.1
A A
B.2 B.2
8.5
8.5
9.8
9.8
10.3
10.3
13.1
13.1
15
15
B.8 B.8
D D
C C
12.3
12.3
11.3
11.3
C.5
14
14
B B
OFFICE MGR
104
CEMETERY OFFICE
105
TOWN ENGINEER
106
HIGHWAY SUPER.
107
PARKS
SUPERVISOR
OFFICE
128
GROUNDS SUPER.
108
ENTRY / VESTIBULE
101
CONFERENCE
ROOM
102
DIRECTOR OFFICE
103
ENGINEERING
OPEN OFFICE
131
ADMIN AREA
132
TEL/DATA
115
FACILITIES
CARPENTRY SHOP
123
SIGN SHOP
124
TABLE AND COT
STORAGE
113 STOR.
109
FILE STORAGE
110
PPE STOR
116
JAN. CL
119
PARKS MOWER
REPAIR SHOP
121
ENTRY VESTIBULE
127
STORM EVENT
OFFICE
126
KITCHEN AREA
129
FEMALE TOILET
111
COPY/ FILE/ MAIL
AREA
133
MALE TOILET
112
TRAINING / STORM
EVENT ROOM
114
SHARED GENERAL
WORKSHOP
122
HIGHWAY SMALL
ENGINE REPAIR
SHOP
120
BDA CL
130
MEN'S LOCKER
ROOM
117
CORRIDOR
145
WOMEN'S LOCKER
ROOM
118
MUSTER ROOM /
TRAINING
125
PPL7
PPL6
PPL5PPL4
DISWASHER
REFRIGERATORS
WATER FOUNTAIN
CUH-1
VAV-11
VAV-10
VAV-8
VAV-6
VAV-13
VAV-9
E201
3
VAV-14
VAV-7
8.9
8.9 14.3
14.39.4
9.4
24
24
2424
24
1
PPL1A-9
23
23
23
23
23
PPL1-23
22
22
22
22
22
PPL1-221313
PPL1-21
21
21
13
21
PPL1-25
26PPL1-26
PPL1-27
PPL1-28
28
2836
36
CUH-2
TRENCH 1 "
CONDUIT
FOR POWER
VAV-4
TRENCH 1 " CONDUIT FOR POWER
PPL1-31
POWER FOR VAV'S
TRENCH 1 "
CONDUIT
FOR
POWER
32
10
10
32
PPL1-32
PPL1-33
33
33
1
1
34
34
PPL1-34
PPL1-35 9
28
PPL1-36
43
26
26
39
39
37
PPL1-11
39
39
37
40 404040
PPL1-41
PPL1-43
13 13
PPL1-42
PPL1-44
PPL1-45
PPL1-46
POWER FOR VAV'S
PPL1-47
1
1
1
1
2
2
1
PPL7-1
RANGE
MICROWAVE
1
1
1
1 1 1
2
PPL6-2
PPL4-1,3,5
3/4"C., 3#12 & 1#12G.
PPL4-2,4,6
3/4"C., 3#12 & 1#12G.
PPL7-2,4,6
3/4"C., 3#12 & 1#12G.
1 1
1
1
7
7
77
PPL4-7
33
33
51
33
PPL1-33
USBUSB
DUPLEX RECEPTACLE WITH
USB CHARGER (TYP)
CF-1
CF-2
CF-1
CF-1 KEYPAD CONTROLLER
PPL1-10,12
CF-2 DISCONNECT & KEYPAD
CONTROLLER
CS-13
CS-2
CS-3
CS-12bCS-1 CS-12b
CS-12b
CS-5
CS-9
CS-10
CS-6
PPL7-8
PPL7-10 PPL7-11
GROUND FLAMMABLE STORAGE CABINET
TO BUILDING STEEL. SEE NOTE 5
PPL7-12
PPL7-13
PPL7-14
21PPL1-62
PPL1-64
2
2
PPL6-5
FINAL LOCATION TO BE
COORDINATED WITH
OWNER
CF-1 DISCONNECT AND
KEYPAD CONTROLLER
PPL7-16
PPL7-18
SS-1SS-2
SS-7
SS-10PPL7-20
7
7
PPL6-7
PPL6-9
SE-1
FLAMMABLE
STORAGE
CABINET
SEE NOTE 5
SE-3
SE-5
SE-5
SE-5
PPL5-1
SE-9
PPL5-5
PPL5-4
PPL5-3
PPL5-6
PPL5-7
PPL5-8
GS-1 GS-2GS-5
GS-6
10
PPL6-10 PPL6-1
11
PPL6-11
12
PPL6-12
14
16
PPL6-16
MS-4
MS-4
PPL4-10
PPL4-12
12
10
32 32 32 32
GS-8b GS-8bGS-8b
PPL1-50
PPL1-48
FP-AC-1
37 26
HD HD
PPL1-29PPL1-30
36
24
USB
40
USB USB
PPL1-40
43
PPL1A-2,4,6
37
PPL1-39
PPL1-37
PPL1A-3
PPL1A-5
PPL1A-7
32
32
PPL1A-11 PPL1A-12
12
36
SYSTEM FURNITURE WALL OUTLET.
PROVIDE 4"SQ x 3-1/2"D OUTLET BOX WITH
CABLE GORMET FACEPLATE. EXTEND TWO
(2), 1-1/4"C STUBSUPS TO CEILING FOR
TEL/DATA. AT EACH WALL BOX PROVIDE 4'
FLEXIBLE METAL WHIP AND TERMINATE ON
SYSTEM FURNITURE (TYP)
PPL1A-8
82,4,6,8
2,4,6,8
1"C, 2#6+#6N+#
10G
PPL1A-13
NEMA L14-50R
SEE DETAIL 1
DRAWINGS E-503
FOR WIRING
DETAIL (TYP)
1
SS-11
PPL6-25
1
UNDERCOUNTER FOR
SOAP DISPENSER
39
GFI AT 48"AFF FOR
PAPER TOWEL
DISPENSER
39
1
GFI AT 48"AFF FOR
PAPER TOWEL
DISPENSER
39
39
1313
UNDERCOUNTER
FOR SOAP
DISPENSER
PPL1-19 PPL1-20
1
1
1
1
REFER TO DETAIL 5 ON
DRAWING E502. (TYP.)
1
ACU-3
2
ELECTRICAL ROOM
135
13
13
13.1
13.1
E E
PPL1
NORMAL PULL
SECTION
CT SECTION
EMERGENCY PULL
SECTION
NORMAL/EMERGENCY
BREAKER
SECTION
DISTRIBUTION
SECTION
PPL2
FACP
PPL8
PPL1-1
40
40
PPL2-40 PPL1A
LCP1
PPL1A-15
C CACU-1
PPL3
1
1
2
DEDICATED GROUND BAR.
2
PPL3-2
TELEPHONE BACKCBOARD. LINE
ROOM TO A HEIGHT OF 8', 3/4" FIRE
RATED PLYWOOD PAINTED WHITE.
FOUR (4) 4"C STUBS IN CEILING
SPACE FOR HORIZONTAL CABLING
FOUR (4) 4"C STUBS IN CEILING
SPACE FOR HORIZONTAL CABLING
TWO 4" C FOR INCOMING SERVICE
NEMA L5-20R
NEMA L5-20R
NEMA L6-20R
NEMA L6-20R
PPL3-3
PPL3-4,6
PPL3-5
PPL3-7,9
ACCESS CONTROL PANEL.
PROVIDE 20A/1P CIRCUIT FROM
PPL3
PPL3-25 PPL3-26
PPL3-1
NEMA L5-30R
PPL3-27
NEMA L5-30R
PPL3-281
0' 4' 8'16'
SCALE: 1/8" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
SEPTEMBER 13, 2019
LEVEL 1 POWER
PLAN "A"
E201
CAP
DNM
RFM
2170117-E
BIDDING
1/8" = 1'-0"E201
1 LEVEL 1 POWER AREA "A"
1/4" = 1'-0"E201
2 ENLARGED ELECTRICAL ROOM PLAN
DRAWING NOTES:
1. REFER TO DRAWING E001 FOR ELECTRICAL LEGEND, ABBREVIATIONS AND GENERAL NOTES.
2. FOR ADDITIONAL MECHANICAL EQUIPMENT ELECTRICAL REQUIREMETS REFER TO DRAWING E604
MECHANICAL EQUIPMENT SCHEDULE.
3. REFER TO DRAWINGS E603 & E605 FOR PANELBOARD SCHEDULES.
4. FOR ADDITIONAL INDUSTRIAL EQUIPMENT ELECTRICAL REQUIREMETS REFER TO DRAWING E604
FACILITIES EQUIPMENT SCHEDULE.
5. FLAMMABLE STORAGE CABINETS SHALL BE GROUNDED TO BUILDING STEEL. COORDINATE GROUNDING
REQUIREMENTS WITH FLAMMABEL STORAGE CABINET MANUFACTURER.
1/4" = 1'-0"E201
3 ENLARGED TEL/DATA ROOM
1 10/04/19 ADDENDUM 1
2 10/07/19 ADDENDUM 2
UP
48"GFI48"GFI 48"GFI
OVERHEAD DOOR
MOTOR 4
1
OVERHEAD DOOR
MOTOR
GFIWP
GFIWP
GFIWP
48"GFI 48"GFI 48"GFI 48"GFI 48"GFI 48"GFI 48"GFI
48"GFI 48"GFI 48"GFI48"GFI48"GFI 48"GFI
48"GFI
48"GFI
48"GFI
48"GFI
SMSSMSSMS
SKPSKP
SKP
SMS
48"GFI 48"GFI48"GFI
SMS SMS SMS
GFIWPJ
SMS
SMS
SMS
10
E201
2
8
8
6
6
9
9
10
10
8.2
8.2
11
11
12
12
13
13
8.5
8.5
9.8
9.8
10.3
10.3
D D
G G
H H
F F
E E
I I
7
7
6.5
6.5
ELECTRICAL ROOM
135
MECHANICAL
ROOM
134
VEHICLE AND
EQUIPMENT
STORAGE
136
ACCU-1
UH-1
EUH-1
GHW-1A
GWH-1B
B-1 B-2
7.3
HWP-1
HWP-2
8.9
8.9
9.4
9.4
2132
H&V-1
EF-17
30AF
20AT PPL8-2,4,6
3/4"C., 3#12 & 1#12G.
PPL8-1,3,5
177
51
51
PPL1-51
MOUNT TO
UNISTRUT
EF-2
EF-1
CF-3 CF-3 CF-3
EF-3
EF-18
CF-3 DISCONNECTS AND KEYPAD CONTROLLERS
SE-5 SE-9MS-4
12
32 32 32 32
32
PPL8-32
33
PPL8-33
33
33 33
34
PPL8-34
343434 35
PPL8-35
35 35
35
6.3
6.3
60
CP-1
FP-AC-1 FP-AC-1 DISC. COORDINATION
LOCATION IN FIELD
32
30AF
20AT
14
PPL1A-14
3/4"C., 3#12 & 1#12 GND
WP
SEE DETAIL 1
DRAWINGS E-503
FOR WIRING
DETAIL (TYP)
PPL1-67
POWER FOR
IRRIGATION
CONTROLLER
1
REFER TO DETAIL 5
ON DRAWING E502.
(TYP.)
1
10
10
11
11
12
12
13
13
10.3
10.3
13.1
13.1
D D
E E
VEHICLE AND
EQUIPMENT
STORAGE
MEZZANINE 1
149
H&V-2
AHU-1
PPL8-7
77
8
8
6
6
9
9
8.2
8.2
8.5
8.5
H H
I I
7
7
6.5
6.5
VEHICLE AND
EQUIPMENT
STORAGE
MEZZANINE 2
148
ROOF HATCHCOMPRESSOR
ROOM
146
UH-5
AC-1
EF-16
UH-7
6.3
6.3
PPL8-36
36 36
37
37
PPL8-37
38
PPL8-38
0' 4' 8'16'
SCALE: 1/8" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
SEPTEMBER 13, 2019
LEVEL 1 &
MEZZANINE
POWER PLANS "B"
E202
Author
Checker
Approver
2170117-E
BIDDING
1/8" = 1'-0"E202
1 LEVEL 1 POWER AREA "B"
1/8" = 1'-0"E202
3 MEZZANINE POWER AREA "B"
1/8" = 1'-0"E202
2 MEZZANINE POWER AREA "B" SOUTH
DRAWING NOTES:
1. REFER TO DRAWING E001 FOR ELECTRICAL LEGEND, ABBREVIATIONS AND GENERAL NOTES.
2. FOR ADDITIONAL MECHANICAL EQUIPMENT ELECTRICAL REQUIREMETS REFER TO DRAWING E604
MECHANICAL EQUIPMENT SCHEDULE.
3. REFER TO DRAWINGS E603 & E605 FOR PANELBOARD SCHEDULES.
4. FOR ADDITIONAL INDUSTRIAL EQUIPMENT ELECTRICAL REQUIREMETS REFER TO DRAWING E604
FACILITIES EQUIPMENT SCHEDULE.
5. FLAMMABLE STORAGE CABINETS SHALL BE GROUNDED TO BUILDING STEEL. COORDINATE GROUNDING
REQUIREMENTS WITH FLAMMABEL STORAGE CABINET MANUFACTURER.
1 10/04/19 ADDENDUM 1
PFOVERHEAD DOOR
MOTOR 6
1
OVERHEAD DOOR
MOTOR 5
1
OVERHEAD DOOR
MOTOR 7
1
OVERHEAD DOOR
MOTOR 8
1
OVERHEAD DOOR
MOTOR 9
1
OVERHEAD DOOR
MOTOR 10
1
OVERHEAD DOOR
MOTOR 11
1
OVERHEAD DOOR
MOTOR 12
1
OVERHEAD DOOR
MOTOR 13
1
48"GFI
GFIWP
GFIWP
GFIWP
GFIWP
48"GFIWP
48"GFIWP
48"GFIWP
48"GFIWP
48"GFIWP
48"GFIWP
48"GFI
48"GFI
48"GFI
48"GFI
48"GFI
48"GFI 48"GFI
GFIWP
SMS
JSMS
SMS
SKP
SKP
SMS
SMS
SMS
SMS
84"
48"GFI
J
6-50R48"
6-50R48"
6-50R48"
6-50R48"
CLNG
GFI
CLNG
GFI
48"GFI
48"GFI
48"GFI
48"GFI
48"GFI48"GFI
48"GFI
48"GFI
48"GFI
48"GFI
6-20R
48"GFI
48"GFI
6-30R
48"GFI
48"GFI
6-30R6-30R
SMS
SMS
48"GFI48"GFI
SMS
48"GFIWP
48"GFIWP
48"GFIWP
1
1
2
2
3
3
4
4
5
5
8
8
6
6
8.2
8.2
J J
K K
L L
I I
7
7
6.5
6.5
DPW VEHICLE
MAINTENANCE
141
PARTS ROOM
137
WASH EQUIP
143
POLICE
DEPARTMENT
VEHICLE
MAINTENANCE
142
FLUIDS ROOM
138
MECHANICS
OFFICE
140
WASH BAY
144
TOILET
139
PPL9
PPL10
EF-15
UH-4
UH-3
UH-2
J.5J.5
VW-12
ALL EQUIPMENT WITHIN THE WASH
BAY SHALL BE WEATHERPROOF. ALL
CONDUIT SHALL BE PVC SEHDULE 40.
VW-5
VW-1
VW-1A
VW-5A
VW-2
UH-8
1
1
1
1
30AF
20AT
PPL9-2,4,6 3/4"C., 3#12 & 1#12G.
3/4"C., 3#12 & 1#12G.
30AF
20AT
3/4"C., 3#12 & 1#12G.
PPL10-8,10,12 PPL10-13,15,17
3/4"C., 3#12
& 1#12G.3/4"C., 3#12 & 1#12G.PPL10-19,21,23PPL10-14,16,18
3/4"C., 3#12 & 1#12G.
VEF-2
VEF-1
VEF-3
30AF
20AT
30AF
20AT 30AF
20AT
30AF
20AT
PPL10-7,9,11
PPL10-2,4,6
3/4"C., 3#12 & 1#12G.
30AF
20AT
3/4"C., 3#12 & 1#12G.
30AF
20AT
3/4"C., 3#12 & 1#12G.
PPL10-1,3,5
30AF
20AT
EF-14
51
51
51
PPL1-51
53
53
HWP-3
CF-1
CF-1
CF-1 DISCONNECTS AND
KEYPAD CONTROLLERS
MB-1
MB-9
MB-30
TWO (2) 2" EMPTY CONDUITS
WITH PULL STRINGS UNDER
SLAB. FINAL LOCATION TBD WITH
VEHICLE LIFT INSTALLER
MB-30a
MB-40
GAS DETECTION
PPL1-2
3434
PB-23
PB-11
ACU-2
PB-4
PB-6
PB-21
MB-10 MB-10
MB-10
MB-2
FS-6A
MB-18
MB-20
PB-20
FS-6B
MB-22
MB-35b
MB-39
MB-38
MB-31
MB-19
MB-24
PB-10
PB-5
PB-3
MB-45 MB-44
MB-41
CENTER SUMP
1" UNDER SLAB CONDUIT
WITH PULL STRING
6.3
6.3
5757
57 PPL10-57
58
58
PPL10-58
59
59
59
60
60
60
60
PPL10-60
MB-35b
LOOP
DETECTOR PPL9-3,5,7
1" UNDERSLAB CONDUIT
WITH PULL STRING
VW-9
VW-9B
VW-9A
3/4"c., WITH PULL STRING TO
VENTILATION CONTROL PANEL
MB-42
MB-42
SUMP
PROVIDE 1" EMPTY CONDUIT WILL PULL STRING TO SUMP
SENSOR. CONDUIT SHALL BE RUN IN SLAB. COORDINATE
EXACT LOCATION OF SUMP SENSOR IN FIELD.
PPL10-59
TO FS-5
SEE NOTE 4
FS-5
FS-3
TO FS-3
SEE NOTE 4
1" EMPTY CONDUIT TO FACP
SUPERVISORY CONTACT
POWER FOR BALL VALVE
PPL10-61
PROVIDE TWO (2) 1" EMPTY CONDUIT WILL PULL STRING
FROM WASTE FLUID PUMP OUT STATIONS TO FLUID TANKS.
CONDUIT SHALL BE RUN IN SLAB.
PROVIDE TWO (2) 1" EMPTY CONDUIT WILL PULL
STRING FROM TIGHT TANK CONTROL PANEL TO
TIGHT TANK.. CONDUITS SHALL BE RUN IN SLAB.
GROUND FLAMMABLE STORAGE CABINET
TO BUILDING STEEL. SEE NOTE 6
LCP2
SEE DETAIL 1
DRAWINGS E-503
FOR WIRING
DETAIL (TYP)
PPL9-1
PPL9-23
23
23
COORDINATE ALL UNDERSLAB
CONDUITS WITH EQUIPMENT
SEE NOTE 7 (TYPICAL)
MB-2/MB-19 WELDER,
MB-3 PLASMA CUTTER
RECEPTACLE MB-2/MB-19 WELDER,
MB-3 PLASMA CUTTER
RECEPTACLE
MB-2/MB-19 WELDER,
MB-3 PLASMA CUTTER
RECEPTACLE
1 1
1
MB-2/MB-19 WELDER,
MB-3 PLASMA CUTTER
RECEPTACLE
1
E.C. SHALL INSTALL CORD
REEL PROVIDED BY LUBE
SYSTEM CONTRACTOR
E.C. SHALL INSTALL CORD
REEL PROVIDED BY LUBE
SYSTEM CONTRACTOR
59
1
1
1
1
1
1
1
1
MOUNT TO SIDE OF LIFT
PB-20
1
MOUNT TO SIDE OF LIFT
1
VEHICLE WASH
CONTROLS
1
1
59MB-38
PPL11
VEF-2 DISCONNECT
1
VEF-1 DISCONNECT
VEF-3
DISCONNECT
1
59
WASH
BAY TANK
1" UNDER SLAB EMPTY
CONDUIT WITH PULL STRING
1" UNDER SLAB EMPTY
CONDUIT WITH PULL STRING
1
1
TIMECLOCK 1
PROVIDE CORD DROP
1
PROVIDE CORD DROP
1
REFER TO DETAIL 5 ON
DRAWING E502. (TYP.)1
1
8
8
6
6
8.2
8.2
J J
K K
L L
I I
7
7
6.5
6.5
DPW VEHICLE
MAINTENANCE
MEZZANINE 3
147
J.5J.5
UH-5
EF-16
UH-6
HRV-1
6.3
6.3
36
38
38
38
38
PPL8-38
MB-4
MOUNT
RECEPTACLE
TO PEDESTAL
1
MB-12MOUNT
RECEPTACLE
TO PEDESTAL
WOH-1
CANOPY
-
8
8
9
9
10
10
8.2
8.2
11
11
12
12
13
13
8.5
8.5
9.8
9.8
10.3
10.3
J J
I I
CANOPY
-
J.5J.5
9.4
9.4
53 53 53
PPL1-53
343434 35 35 35
60
PPL10-60
0' 4' 8'16'
SCALE: 1/8" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
SEPTEMBER 13, 2019
LEVEL 1,
MEZZANINE
POWER PLANS "C"
& CANOPY
E203
Author
Checker
Approver
2170117-E
BIDDING
1/8" = 1'-0"E203
1 LEVEL 1 POWER AREA "C"
1/8" = 1'-0"E203
3 MEZZANINE POWER AREA "C"
1/8" = 1'-0"E203
2 LEVEL 1 POWER CANOPY
DRAWING NOTES:
1. REFER TO DRAWING E001 FOR ELECTRICAL LEGEND, ABBREVIATIONS AND GENERAL NOTES.
2. FOR ADDITIONAL MECHANICAL EQUIPMENT ELECTRICAL REQUIREMETS REFER TO DRAWING E604
MECHANICAL EQUIPMENT SCHEDULE.
3. REFER TO DRAWINGS E603 & E605 FOR PANELBOARD SCHEDULES.
4. PROVIDE 3/4" EMPTY CONDUIT WITH PULL STRING TO INTICATED WASTE TANK FLOAT AND 3/4" EMPTY
CONDUIT WITH PULL STRING TO MOTORIZED BALL VALVE FOR CONTROLS.
5. FOR ADDITIONAL INDUSTRIAL EQUIPMENT ELECTRICAL REQUIREMETS REFER TO DRAWING E604
FACILITIES EQUIPMENT SCHEDULE.
6. FLAMMABLE STORAGE CABINETS SHALL BE GROUNDED TO BUILDING STEEL. COORDINATE GROUNDING
REQUIREMENTS WITH FLAMMABEL STORAGE CABINET MANUFACTURER.
7. REFER TO DRAWING E503 FOR CEILING FAN WIRING DIAGRAM.
1 10/04/19 ADDENDUM 1
GFIWP
GFIWP
GFIWP
SMS
SMS
SMS
SMSSMS
SMS
SMS
SMS SMS
SMS
J
J
J
JJ
J J
J
J J
GFIWP
GFIWP
GFIWP
GFIWP
1
1
2
2
3
3
4
4
5
5
8
8
6
6
9
9
10
10
11
11
12
12
13
13
A A
8.5
8.5
10.3
10.3
15
15
B.8 B.8
D D
C C
12.311.3
G G
H H
J J
F F
E E
K K
L L
I I
C.5
14
147
7
B B
6.5
6.5
EF-6
EF-7
EF-13
EF-11
EF-12
J.5J.5
7.3
14.3
14.39.4
9.4
EF-4
ACCU-2
EF-5
EF-8
ACCU-3
H&V-3
ROOF HATCH
EF-9
EF-10
PPL1-3
3
3
55
55
55 55
PPL1-55
6.3
6.3
WP
WP WP
ACCU-4
1
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
SEPTEMBER 13, 2019
ROOF POWER
PLAN
E204
Author
Checker
Approver
2170117-E
BIDDING
1/16" = 1'-0"E204
1 ROOF POWER PLAN
DRAWING NOTES:
1. REFER TO DRAWING E001 FOR ELECTRICAL LEGEND, ABBREVIATIONS AND GENERAL NOTES.
2. REFER TO DRAWING E604 FOR MECHANICAL EQUIPMENT SCHEDULE.
3. REFER TO DRAWINGS E603 & E604 FOR PANELBOARD SCHEDULES.
4. ALL EQUIPMENT AND DEVICES LOCATED ON THE ROOF SHALL BE RATED NEMA 3R.
1 10/07/19 ADDENDUM 2
A A
GROUND GRID
NOT TO SCALE
PLAN VIEW
NOT TO SCALE
SECTION A-A9"1'-3"1'-9"1'-9"4'-6"
8'-0"2'-6"8'-0"2" (TYP)2"12"12"5"1"PADMOUNT - FOUNDATION NOTES:
1. SCOPE - THIS STANDARD COVERS SPECIFICATIONS FOR THE CONSTRUCTION OF
PADMOUNT TRANSFORMER FOUNDATIONS AND GROUNDING.
2. CONDUIT BY ELECTRICAL CONTRACTOR - INSTALL AS SHOWN BEFORE SLAB IS
POURED. USE 36" RADIUS BENDS, WITH COUPLINGS, NIPPLES AND BUSHINGS AS
REQUIRED. (MATERIAL MAY BE GALVANIZED STEEL, BLACK IRON, OR TYPE II
FIBER OR PLASTIC.) TERMINATIONS OF CONDUITS SHALL BE LOCATED EXACTLY
AS SHOWN, SOLID OR DOTTED, DEPENDING UPON NUMBER OF DUCTS. THE
NIPPLE AND BUSHING SHOULD BE INSTALLED AFTER THE TRANSFORMER IS
PLACED AND BEFORE THE CABLES ARE PULLED.
3. GROUND GRID BY ELECTRICAL CONTRACTOR -INSTALL #1/0 S.D. 7 STRAND BARE
COPPER WIRE LOOP 1'-0" BELOW GRADE. BOND TO ALL EXPOSED METALLIC
CONDUIT AND LEAVE 3'-0" OF WIRE ABOVE PAD FOR GROUNDING TRANSFORMER
AT TWO OPPOSITE POINTS IN THE CABLE CONDUIT OPENINGS. 3.A.
PHOS-COPPER BRAZE CONNECTIONS, CADWELD, OR USE TWO APPROVED
CONNECTORS PER JOINT. INSTALL TWO 8 FT. GALVANIZED STEEL (3'4") GROUND
RODS WHERE SHOWN. LEAVE GRID EXPOSED UNTIL INSPECTED BY THE UTILITY
COMPANY.
4. GRAVEL & SAND BY GENERAL CONTRACTOR -SHALL BE PLACED AS SHOWN IN
FIGS. 1 AND 2; THE GRAVEL BEING COMPACTED AND THE SAND THOROUGHLY
WETTED JUST BEFORE PLACING THE CONCRETE.
5. CONCRETE SLAB BY GENERAL CONTRACTOR CONCRETE IN ACCORDANCE WITH
UTILITY COMPANY REQUIREMENTS. REINFORCE WITH 1/2" RODS LOCATED ON A
12" X 12" GRID AND LOCATED IN THE MIDDLE OF THE SLAB.
6. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY
FOR ALL INSTALLATION REQUIREMENTS PRIOR TO THE START OF ANY WORK.
1. CONCRETE MINIMUM STRENGTH, 5000 PSI @ 28 DAYS.
2. STEEL REINFORCEMENT - ASTM A615, GRADE 60.
3. MINIMUM STEEL COVER, 1-1/2 INCHES.
4. DESIGN LOADING -- AASHTO HS20-44.
5. DESIGN SPECIFICATIONS -- ACI 318 & AASHTO LOAD FACTOR DESIGN METHOD.
6. REINFORCED TO SUPPORT H-20 WHEEL LOAD.
7. MANUFACTURERS NAME TO BE STENCILED ON VERTICAL WALL OF CUTOUT
OPENING.
CONDUIT OPENING
GROUND ROD
(TYPICAL)
CONCRETE
SLAB
(NOTE 5)
3/8" DIAMETER X 1-1/2" LG
FULL THREAD S.S. PENTA
HEAD BOLT WINSERT (4
PLACES)
1" CHAMFER (TYP)
GRADE
SAND (NOTE 4)
GRAVEL (NOTE 4)
CONDUIT (NOTE 2)
36" RADIUS
#4 @ 12" EACH WAY (TOP AND BOTTOM)
1" CHAMFER (TYPICAL)
PROVIDE AN EXTRA 3' OF
SLACK GROUND CABLE
1
1
1
17.5"
18.5"12" MIN.SECTION
FINISH GRADE
PLAN VIEW
LIGHTING
PULL SLOT
NOTES:
1. THIS HANDHOLE IS INTENDED FOR NON-DELIBERATE VEHICULAR TRAFFIC ONLY.
2. HANDHOLE SHALL BE PREFABRICATED POLYMER CONCRETE AGGREGATE EQUAL TO QUAZITE OR EQUAL PRECAST CONCRETE
CONSTRUCTION.
18.5"
11.5"13.5"
3/8" STAINLESS
STEEL BOLTS W/
WASHERS (TYPICAL
FOR 4)
NON METALLIC SKID
RESISTANT SURFACE
6" MIN
OPEN BOTTOM
CRUSHED
STONE BASE 6"
MIN
6"
MIN
N.E.C. .
OF ARTICLE 250 OF THE
COMPLY WITH SECTION H
ELECTRODE SYSTEM SHALL
THE GROUNDINGNOTE:
ON DRAWING E4.01
FOOTING
CONCRETE
CONCRETE
EQUIPMENT
SERVICE
FOR SIZE
ONE LINE DIAGRAM
CONDUCTORS SEE
SERVICE ENTRANCE
SEE ONE LINE DIAGRAM FOR SIZE
MAIN OVERCURRENT DEVICE
250-102
WITH NEC ARTICLE
SIZED IN ACCORDANCE
MAIN BONDING JUMPER
SERVICE PIPE
COPPER WATER
NEC ARTICLE 250-66
IN ACCORDANCE WITH
CONDUCTOR SIZED
GROUNDING ELECTRODE
#3/0 BARE COPPER
WELD
EXOTHERMIC
WELD
EXOTHERMIC
NEC ARTICLE 250-66
IN ACCORDANCE WITH
CONDUCTOR SIZED
GROUNDING ELECTRODE
SLAB
STEEL
BUILDING
#3/0 BARE COPPER
CONCRETE FOUNDATION
20' MINIMUM
WITHIN 2"
BUS
EQUIPMENT GROUND
NEUTRAL BUS
(3) 3/4" X 10' COPPERCLAD
GROUND ROD TRIPOD.
1 1
C
CC
C
C
C
4 FT O.C.
CONDUIT (TYP)
PLASTIC CONDUIT SPACERS 30" MIN.12"3" COVER ALL AROUND
7.5" SPACING
6"OF SURFACE
SUB BASE
FINISHED GRADE
7.5"12"COMMON FILL -BY GENERAL CONTRACTOR
POLYETHYLENE WARNING
TAPE FULL LENGTH OF DUCT
BANK -BY GENERAL CONTRACTOR
CONCRETE DUCT ENCASEMENT -
BY GENERAL CONTRACTOR
3/4" SCREENED GRAVEL
OR CRUSHED STONE BASE
-BY GENERAL CONTRACTOR
(TYP) REINFORCEMENT -
BY GENERAL CONTRACOR
#5 @ 6" T&B
#5 @ 18" OC T&B
30"
1'-4"
12"
6"
8"8"
C TRENCH
& CONDUIT
L FINISH GRADE
COMPACTED SUITABLE
BACKFILL -BY GENERAL
CONTRACTOR
COMPACTED SUBGRADE
OR SUITABLE BACKFILL -
BY GENERAL CONTRACTOR
SCHEDULE 80 PVC
CONDUIT, SIZED AS
NOTED ON THE PLAN
USE 1 1/2" CRUSHED
STONE BEDDING IF
WATER IS
ENCOUNTERED
PLASTIC CAUTION TAPE -
BY GENERAL CONTRACTOR
EXISTING PRIMARY RISER POLE
G
G
G
G
G
1'-0"
30" MIN.
48" RADIUS x 90° GALVANIZED
STEEL SWEEP. SPARE SWEEP
MUST HAVE A THREADED CAP AND
GROUND BUSHING JUST ABOVE
GRADE. (2) 4" CONDUITS
PVC TO STEEL CONDUIT ADAPTER3/4" DIA. x 10'-0" COPPER CLAD
GROUND ROD
BOND TO GROUND
SPARE (1) 4" CONDUIT (CAPPED)
1" PVC CONDUIT 10'-0" MINIMUM
ABOVE GRADE
CONCRETE DUCTBANK TO NEW MANHOLES
RGS SERVICE CONDUIT, TERMINATE 10'-0" ABOVE FINISH
GRADE MIN.
RGS CONDUIT CLIP 4'-0" O.C. MIN.
10'-0" ABOVE
FIN. GRADE
No. 4 AWG BARE COPPER
WIRE
INSULATED GROUND BUSHING
BOND TO GROUND
CONDUIT
GROUT SLEEVE IN A
NEAT AND WORKMANLIKE
MANNER WITH SMOOTH
SURFACES
WATERTIGHT SEAL AS
SPECIFIED
BRICK OR CMU WALL
OPENING IN BRICK OR
CMU SHALL HAVE EDGES
AS SMOOTH AND STRAIGHT
AS POSSIBLE
DIAMETER AS REQUIRED BY
SEAL MANUFACTURER
PVC SLEEVE WITH WATERSTOP,
PACK AND SEAL
CONDUIT
CONCRETE WALL
PACK AND SEAL OPENING
PVC SLEEVE, DIAMETER
AS REQUIRED BY SEAL
MANUFACTURER
WATERTIGHT
MECHANICAL
SEAL AS SPECIFIED
CONDUIT (TYP)30" MIN.12"3" COVER ALL AROUND
7.5" SPACING
6"7.5" SPACING
COMMON FILL -BY GENERAL CONTRACTOR
OF SURFACE
SUB BASE
FINISHED GRADE
C
C
C
C
POLYETHYLENE WARNING
TAPE FULL LENGTH OF DUCT
BANK -BY GENERAL CONTRACTOR
CONCRETE DUCT ENCASEMENT -
BY GENERAL CONTRACTOR
3/4" SCREENED GRAVEL
OR CRUSHED STONE BASE
-BY GENERAL CONTRACTOR
(TYP) REINFORCEMENT -
BY GENERAL CONTRACOR
#5 @ 6" T&B
#5 @ 18" OC T&B
PLASTIC CONDUIT
SPACERS
NL
ST
120 VOLT
FLUSH MTD. EMERGENCY DURESS
MUSHROOM PUSHBUTTON CONTROL
STATION QUANTITY PER PLANS
SHUNT TRIP COIL SERVING SHOP
PANEL MAIN CIRCUIT BREAKER
PULL DOWN
FIRE
ON
OFF
ALARM
ON
OFF
IF ER
ON
OFF
ALL DEVICES SHALL BE INSTALLED AT MOUNTING HEIGHTS AS INDICATED ON THIS DETAIL UNLESS OTHERWISE
NOTED ON ARCH. ELEVATIONS & DETAILS. THIS DETAIL IS FOR CEILINGS HIGHER THAN 8'-6"
DEVICES SHALL BE INSTALLED ON A COMMON VERTICAL CENTERLINE WHEREVER POSSIBLE.
ALL MOUNTING HEIGHTS SHALL BE MEASURED FROM FINISHED FLOOR TO CENTERLINE OF DEVICE EXCEPT EXIT
SIGNS.
3.
2.
1'-6"
NOTES:
1.
4'-0"
4'-6"
6'-8"
8'-6"
FINISHED FLOOR
TELEPHONE/DATA OUTLETS
FIRE ALARM PULL STATION
RECEPTACLES, SEE NOTE #4
WALL TELEPHONES
HUNG CEILING OR STRUCTURE
PROVIDE PENDANT WHERE HUNG
CEILING OR STRUCTURE EXCEEDS
8'-6"AFF.
FIRE ALARM AUDIO/VISUAL
DEVICES
EXIT SIGN
EXCEEDS 8'-6"AFF.
HUNG CEILING
BUSHED END
90° BEND
WALL
1" MIN. EMPTY CONDUIT
WITH PULLSTRING
TELEPHONE/DATA
OUTLET BOX WITH
PLASTER RING
PROVIDE SLEEVE IN
CORRIDOR WALL AS
REQUIRED.
CORRIDOR
CABLE RING SUPPORT
SYSTEM IN CORRIDOR
SPACE
OR PER ARCH.
ELEVATIONS
ALL RECEPTACLES WITHIN VEHICLE STORAGE AREA, SHOPS AND EXTERIOR SHALL BE MOUNTED AT 48"AFF TO CENTERLINE4.
SWITCHES
ALL ABOVE COUNTER OUTLETS DESIGNATED AS "AC" SHALL BE MOUNTED AT 42"AFF TO CENTERLINE5.1
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
SEPTEMBER 13, 2019
ELECTRICAL
DETAILS SHEET I
E501
Author
Checker
Approver
2170117-E
BIDDING
NOT TO SCALEE501
1 PAD MOUNTED TRANSFORMER DETIAL
Not To ScaleE501
2 Prefabricated Handhole Detail
Not To ScaleE501
3 Service Grounding Detail
Not To ScaleE501
4 Typical Concrete Encased Ductbank with Communications
Not To ScaleE501
5 Typical Direct Buried Ductbank Detail
Not To ScaleE501
6 Typical Riser Pole Detail
Not To ScaleE501
7 Watertight Conduit Penetration
Not To ScaleE501
8 Typical Concrete Encased Ductbank Detail
Not To ScaleE501
9 Emergency Duress Pushbutton Wiring Diagram
Not To ScaleE501
10 Typical Device Mounting Height Detail
1
1 10/04/19 ADDENDUM 1
OCCUPANCY
SENSOR POWER
PACK
LINE
OCCUPANCYSENSOR
+24 VDC
CONTROL OUTPUT
COMMON
LOAD
NEUTRAL
LINE
POWER PACK
FIXTURES
SWITCH
M
TYPICAL OVERHEAD DOOR
NOTES:
1. ALL CONDUIT SHALL BE RIGID STEEL, RIGID LFMC WHERE VIBRATION ISOLATION REQUIRED, UNLESS OTHERWISE NOTED
ON THE FLOOR PLAN.
2. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL ELECTRICAL POWER AND CONTROL WIRING. COORDINATE
EXACT WIRE REQUIREMENTS/TERMINATIONS WITH DOOR MANUFACTURER.
3. EXACT LOCATIONS OF EQUIPMENT SHALL BE DETERMINED IN THE FIELD.
PRESSURE SENSOR PROVIDED
AND INSTALLED BY DOOR
MANUFACTURER. WIRING
PROVIDED AND CONNECTED BY E.C.
PHOTO SENSOR PROVIDED AND
INSTALLED BY OH DOOR
INSTALLER -WIRING BY E.C.
PUSH BUTTON CONTROLLER
(UP-DOWN-STOP) PROVIDED BY
DOOR MANUFACTURER, LOCATED
IMMEDIATELY ADJACENT TO DOOR
1/2"C, 4#14
1/2"C, 9#14
TO PANEL, REFER TO FLOOR PLAN
FOR ADDITIONAL INFORMATION
30AF
20AT 3/4"C, 3#12 & 1#12G DOOR POWER
WIRING BY E.C. TO ACCESS
CONTROL SYSTEM, IF APPLICABLE
1/2"C, 4#14
STANDARD WIRELESS REMOTE
CONTROL BY OH DOOR INSTALLER
OVERHEAD DOOR MOTOR
PROVIDED AND INSTALLED BY
DOOR MANUFACTURER.
ELECTRICAL CONNECTIONS MADE
BY ELECTRICAL CONTRACTOR
PRESSURE SENSOR WIRING AS
REQUIRED BY ELECTRICAL
CONTRACTOR
1
FASTENERS FOR ATTACHING MEP EQUIPMENT
HANGERS TO ROOF PURLIN FRAMING (SIM TO
"SAMMYS SIDEWINDERS") TO BE FURNISHED &
INSTALLED BY SPECIFIC MECH, ELECT, PLUMB OR
FP SUB-TRADE, TYP.
GENERAL NOTES:
1.ALL MECHANICAL, ELECTRICAL, PLUMBING & FIRE-PROTECTION (MEP/FP), ETC. SUB-TRADES SHALL
PROVIDE AND INSTALL ALL SUPPLEMENTAL STEEL SUPPORTS, ANGLES, STRUTS, CLIPS,
ATTACHMENTS, ETC. AS NECESSARY FOR THE COMPLETE INSTALLATION AND SUPPORT OF ALL
BUILDING MEP/FP SYSTEMS.
2.ALL MEP/FP SUB-TRADES SHALL SIZE ALL SUPPORTS, ANGLES, CONNECTORS, ETC, AS REQUIRED
TO SUPPORT THE LOADS OF THE SUSPENDED SYSTEMS AND SHALL COORDINATE SIZES AND
LOCATIONS, AND SHALL OBTAIN APPROVAL FROM THE METAL BUILDING MANUFACTURER.
3.ALL FASTENERS, COUPLINGS, ANGLES, ETC. ATTACHED TO THE BUILDING ROOF PURLIN FRAMING
ABOVE THE BOTTOM OF THE PURLIN, TO BE INSTALLED PRIOR TO INSTALLATION OF THE CEILING
FABRIC LINER. SUSPENDED SUPPORTS INSTALLED BELOW THE BOTTOM OF THE PURLIN FRAMING
TO BE INSTALLED FOLLOWING INSTALLATION OF THE CEILING LINER. GENERAL CONTRACTOR
SHALL COORDINATE THE SEQUENCE AND INSTALLATION OF THE WORK.
4.ALL EQUIPMENT LOADS/ REACTIONS IMPOSED ON THE METAL BUILDING FRAMING TO BE REVIEWED
AND APPROVED BY THE METAL BUILDING MANUFACTURER. ALL SUPPLEMENTAL BUILDING FRAMING
MEMBERS, AS REQUIRED TO SUPPORT MECHANICAL/ ELECTRICAL/ FIRE PROTECTION EQUIPMENT,
AS DETERMINED BY THE PREFABRICATED METAL BUILDING DESIGN, IN CONSIDERATION OF ALL
EQUIPMENT-IMPOSED LOADS TO THE BUILDING, TO BE PROVIDED BY METAL BUILDING
MANUFACTURER.
ALL EQUIPMENT HANGERS, SUPPORTS, STRUTS,
ANGLES, FASTENERS, CLIPS, ETC. AS REQUIRED
TO SUPPORT/ SUSPEND ALL MEP/FP
EQUIPMENT, DUCTWORK, PIPING, CONDUIT, AND
ALL OTHER MATERIALS AS REQUIRED FOR THE
COMPLETE INSTALLATION OF MEP/FP SYSTEMS,
TO BE PROVIDED BY EACH SPECIFIC MEP/FP
SUB-TRADE ASSOCIATED WITH THE WORK, TYP.
STEEL ANGLE AND ATTACHMENT TO
ROOF PURLINS BY SPECIFIC MEP/FP
SUB-TRADES ASSOCIATED WITH
THE WORK, TYP. (INSTALLATION
PRIOR TO INSTALLATION OF FABRIC
CEILING LINER).
ROOF PURLIN FRAMING BY
METAL BUILDING
MANUFACTURER, TYP
FABRIC CEILING INSTALLED
FOLLOWING INSTALLATION OF ALL
MEP/FP EQUIPMENT HANGER
COUPLINGS, GC TO COORDINATE THE
WORK
STEEL ANGLES AND
ATTACHMENTS BELOW
BOTTOM OF PURLINS
BY SPECIFIC MEP/FP
SUB-TRADES
ASSOCIATED WITH THE
WORK, FOLLOWING
INSTALLATION OF
FABRIC CEILING LINER,
TYP.
FABRIC
CEILING
LINER
ALL EQUIPMENT
HANGERS, SUPPORTS,
STRUTS, ANGLES,
FASTENERS, CLIPS,
ETC.TO BE PROVIDED BY
EACH SPECIFIC MEP/FP
SUB-TRADE ASSOCIATED
WITH THE WORK, TYP.
ROOF
PURLIN
ROOF
PURLIN
EQUIPMENT HANGER COUPLING:
NOTE, BOTTOM OF COUPLING TO BE
INSTALLED 1/16" +/-BELOW BOTTOM
OF ROOF PURLIN FRAMING, AS
REQUIRED TO INSTALL THREADED ROD
HANGER THROUGH FABRIC CEILING
FINISHED GRADE
GROUND ROD AND CLAMP
ANCHOR BOLTS WITH LEVELING
NUTS BY POLE MFR
SELECT COMMON FILL
COMPACTED IN 12" LIFTS
#4 HOOPS AT 12" OC
8-#5 EQUALLY SPACED
CONCRETE BASEDIM "A"SEE TABLEBELOW30"
6"
24" DIA
UNDISTURBED
EARTH
POLE HEIGHT
10'-0"
20'-0"
30'-0"
40'-0"
DIMENSION "A"
4'-6"
4'-6"
6'-6"
6'-6"
BOND CIRCUIT GROUND-
ING CONDUCTOR TO POLE
NOTE: REFER TO
SPECIFICATIONS FOR
MATERIALS
INSULATED GROUNDING
BUSHINGS BONDED
TO POLE (TYP)
POLE WITH HANDHOLE AND
INTERNAL GROUNDING STUD
2" CHAMFER
GROUT3'-0"
CURB/ROAD EDGE SET BACK
1/2"C., #6 BARE COPPER
GROUNDING CONDUCTOR
CONDUIT SEE SITE PLAN (TYP)
ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE
GENERAL CONTRACTOR. ALL EXCAVATION, BACKFILL & CONCRETE
SHALL BE BY GENERAL CONTRACTOR
NOTE:
PROVIDE EYS FITTING ON ALL
CONDUITS FROM LIGHT POLES
INDICATED ON SITE LIGHTING PLAN
STRUCTURAL
CEILING
TYPICAL DOUBLE DOOR
TYPICAL SINGLE DOOR
ELECTRICAL LOCK
DOOR FRAME
3/4" EMPTY CONDUIT WITH
PULL STRING (TYPICAL)
3/4" EMPTY CONDUIT
WITH PULL STRING
REX
R J
REQUEST TO EXIT DEVICE
ON SECURED SIDE OF
DOOR
FIRE ALARM RELAY. (TO BY-PASS
SECURITY SYSTEM UPON FIRE ALARM
ACTIVATION)
STUB IN DOOR FRAME FOR
WIRING OF DOOR
DOOR CONTACTS
CONCEALED IN DOOR JAMB
AND IN DOOR.
CEILING
STRUCTURAL
CEILING
REX
3/4"C TO FIRE
ALARM PANEL
ACCESS PANEL BY
OTHERS
3/4" EMPTY CONDUIT WITH
PULL STRING (TYPICAL)
JUNCTION BOX (SIZE AS
REQUIRED) MOUNTED ON
STRUCTURAL CEILING.
1" EMPTY CONDUIT WITH PULL
STRING TO SECURITY EQUIPMENT
CABINET (TYP)
CARD READER (LOCATED OUTSIDE SECURED
AREA) ELECTRICAL CONTRACTOR SHALL
PROVIDE FLUSH MOUNTED BACK BOX. REFER
TO FLOOR PLANS FOR LOCATIONS AND
DOORS THAT REQUIRE CARD READERS
JR J
120V PANEL
J
120V
PANEL
3/4"C TO FIRE
ALARM PANEL
FIRE ALARM RELAY. (TO BY-PASS
SECURITY SYSTEM UPON FIRE ALARM
ACTIVATION)
REQUEST TO EXIT DEVICE ON
SECURED SIDE OF
DOOR
STUB IN DOOR FRAME FOR
WIRING OF DOOR
CEILING
JUNCTION BOX (SIZE AS
REQUIRED) MOUNTED ON
STRUCTURAL CEILING.
1" EMPTY CONDUIT WITH PULL
STRING TO SECURITY EQUIPMENT
CABINET (TYP)
CARD READER (LOCATED OUTSIDE SECURED
AREA) ELECTRICAL CONTRACTOR SHALL
PROVIDE FLUSH MOUNTED BACK BOX. REFER
TO FLOOR PLANS FOR LOCATIONS AND
DOORS THAT REQUIRE CARD READERS
ELECTRICAL LOCK
DOOR FRAME
DOOR CONTACTS
CONCEALED IN DOOR JAMB
AND IN DOOR.
NOTES:
1. ALL LOW VOLTAGE WIRING AND SECURITY EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY SECURITY SYSTEM SUPPLIER.
2. COORDINATE EXACT LOCATION AND MOUNTING REQUIREMENTS OF ALL DEVICES WITH ARCHITECTURAL DRAWINGS.
3. PROVIDE INSULATED BUSHINGS ON ALL CONDUITS. VERIFY DOOR HARDWARE CONNECTIONS WITH MANUFACTURERS INSTALLATION MANUAL
4. CONNECT NEW CARD READERS & KEY PADS TO EXISTING SECURITY SYSTEM. REPROGRAM SYSTEM, ADD POWER SUPPLIES, SIGNAL
5. MODULES AS REQUIRED, TO ACCOMMODATE ADDITIONS. INSTALLATION SHALL CONFORM TO BUILDING STANDARDS. THE CONTRACTOR SHALL PROVIDE ALL NECESSARYEQUIPMENT
AND FINAL CONNECTIONS, PROGRAMMING AND PERFORM ALL TESTING.
3/4" EMPTY CONDUIT
WITH PULL STRING
1
1
Blk
Wht
RedBlkPack
Power
Hot
Unused
Cap-OffBluRed
Blk
RedRed
Neutral Wht
Any
Sensor
Ceiling/Wall
24VDC
Control Output
+24VDC
Common
Any
Sensor
Ceiling/Wall
24VDC
Power
Control Output
Common
+24VDC
Pack
BlkBluRed
Red
Off
Local
Switch a
d
o
L
Note:
Use this schematic when current consumption of
multiple sensors exceeds current output of a single
power pack.
1
POWER PACK
Neutral
BrnBlkBluBlk
Red
RedHot
Wht
RedOrgBZ-250
Cap GryCap
Control Output
Common
+24VDC
PurpleGray
Push
to
Test
Cut jumper loop
to use with
Normally Closed
-test switch
-fire alarm panel
-security panel
-other
Normal Power
Sense
(Black 18AWG)
Normal Neutral
(White
18AWG)
Normal Switched
Sense
(Red 18AWG)
Emergency Power
In
(Black 12AWG)
Emergency
Neutral
(White 18AWG)
Emergency Power
Out
(Red 12AWG)
120/277
Emergency Line
Emergency Neutral
ELCU-200
Emergency
Lighting
Load (a)RemoteActivationNormalPowerEmergencyPowerNORMAL
LIGHTING
LOAD (B)
1
Control Output
Common
+24VDC
Neutral
Neutral
Hot Blk
Wht
Pack
PowerBlkRed BluLocal
Switch
Off
o
d
a
L
Red
Red
Local
Switch
Off
d
o
a
L
Ceiling/Wall
Sensor
24VDC
Any
1
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
SEPTEMBER 13, 2019
ELECTRICAL
DETAILS SHEET II
E502
DNM
RFM
RFM
2170117-E
BIDDING
Not To ScaleE502
1 Typical Ceiling Mounted Occupancy Sensor Wiring Diagram
Not To ScaleE502
5 Typical Overhead Door Detail
Not To ScaleE502
6 Roof Purlain Attachment Detail
Not To ScaleE502
7 Typical Light Pole Base Detail
Not To ScaleE502
8 Security Door Detail
12" = 1'-0"E502
4 MULTIPLE OCCUPANCY SENSORS WITH MULTIPLE POWER PACKS
12" = 1'-0"E502
3 EMERGENCY BALLAST/LED DRIVER WIRING DETAIL
12" = 1'-0"E502
10 DUAL SWITCHING OCCUPANCY SENSOR WIRING DIAGRAM
1 10/04/19 ADDENDUM 1
M VFD
FRTO FACP
M VFD
FRTO FACP
CAT5 CABLE
TO OTHER FANS
CAT5 CABLE VFD MOUNTED TO CEILING FAN.
FURNISHED AND INSTALLED BY HVAC
CONTRACTOR
FIRE ALARM SHUTDOWN RELAY.
MOUNTED TO BACK SIDE OF VFD
WALL CONTROLLER FURNISHED AND
INSTALLED BY HVAC CONTRACTOR.
WIRED BY ELECTRICAL SUB BID
CONTRACTOR.
RECEPTACLE PROVIDED BY EC
HOMERUN TO PANEL.
REFER TO PLANS
30AF
20AT
1
#4/0 BARE COPPER WIRE
CONNECTING GROUND RODS
1-2"C
(SPARE)
3-2"C
(CONTROL
WIRING)
PAD WINDOW FOR 4-4" CONDUITS
AND 4-2" CONDUITS. COORDINATE
EXACT SIZE AND LOCATION WITH
GENERATOR SUPPLIER
A
A
GENERATOR
CONCRETE PAD
GENERATOR
ENCLOSURE
4-4"C
(1-SPARE)
3/4" X 8' COPPERWELD
GROUND ROD WITH
CLAMP (TYPICAL FOR 4)
MINIMUM 4" BELOW
FINISHED GRADE
1'-0" DEEP CRUSHED STONE BASE
EXTENDED 12" OUTSIDE EDGE OF
PAD ON ALL SIDES
STRUCTURAL SPECIFICATION OF PAD
SHALL BE AS PER STRUCTURAL
ENGINEERS RECOMMENDATIONS
FINISHED GRADE
18" DEEP CONCRETE PAD
BY GENERAL CONTRACTOR
PAD DIMENSIONS SHALL BE PER GENERATOR MANUFACTURER RECOMMENDATIONS
24"
12"
GENERATOR PAD DETAIL
SECTION A-A
GENERATOR/ENCLOSURE PAD DETAIL
1
J
ACCESS
CONTROL
PANEL
POWER
SUPPLYSEE NOTE 1
LOCATED IN
TEL/DATA ROOM
JDR
PH
DOOR RELEASE BUTTON
PANIC BUTTON
DOOR RELEASE AND PANIC BUTTON
LOCATED AND RECEPTION DESK
DC
CR
ES
REX
J DC
CR
ES
REX
JDC
CR
ES
REX
RISER DIAGRAM NOTES:
1.PROVIDE "LOCKABLE" CIRCUIT BREAKER TO PREVENT ACCIDENTAL SHUTOFF. CIRCUIT BREAKER SHALL BE CLEARLY MARKED "ACCESS
CONTROL PANEL CIRCUIT"
2.PROVIDE NEW ACCESS CONTROL PANEL AND POWER SUPPLY AS PER PLANS AND SPECIFICATIONS
3.PROVIDE ACCESS CONTROL CARD READER SYSTEM AND ALL ASSOCIATED EQUIPMENT AND SOFTWARE FOR A FULLY FUNCTIONAL SYSEM.
4.PROVIDE TESTING AND CERTIFICATION BY EQUIPMENT MANUFACTURER UPON COMPLETION OF WORK
5.PROVIDE CABLING AS RECOMMENDED BY SYSTEM MANUFACTURER. ALL WIRING SHALL BE INSTALLED IN CONDUIT .
6.PROVIDE FIRE ALARM CONNECTION TO OVERRIDE ACCESS CONTROL SYSTEM AND UNLOCK ALL DOORS IN CASE OF FIRE ALARM
ACTIVATION.
WIRING PER
MANUFACTURER
REQUIREMENTS (TYP)
1
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
SEPTEMBER 13, 2019
ELECTRICAL
DETAILS SHEET III
E503
MK
RFM
RFM
2170117-E
BIDDING
1/8" = 1'-0"E503
1 CEILING FAN WIRING DETAIL
12" = 1'-0"E503
2 GENERATOR/ENCLOSURE PAD DETAIL
1/8" = 1'-0"E503
3 ACCESS CONTROL RISER DIAGRAM
1 10/04/19 ADDENDUM 1
:
POWER DISTRIBUTION DIAGRAM NOTES
1. REFER TO DRAWING E0.01 FOR LEGEND, SYMBOLS AND GENERAL NOTES THAT MAY PERTAIN TO THIS
DRAWING.
2. THIS DRAWING IS INTENDED TO ILLUSTRATE MAJOR EQUIPMENT AND REQUIRED INTERCONNECTIONS.
REFER TO THE FLOOR PLANS FOR EXACT LOCATIONS AND THE SPECIFICATIONS FOR ADDITIONAL
INSTALLATION REQUIREMENTS.
3. THE SERVICE AND ALL SEPARATELY DERIVED SYSTEMS SHALL BE GROUNDED IN ACCORDANCE WITH THE
REQUIREMENTS OF ARTICLE 250 OF THE NEC. BOND ALL ELECTRICALLY CONDUCTIVE MATERIALS SUCH AS
METAL PIPING SYSTEMS AND STRUCTURAL STEEL TO THE GROUNDING SYSTEM. REFER TO DETAILS FOR
ADDITIONAL INFORMATION
4. PANELBOARDS AND ELECTRICAL EQUIPMENT SHALL BE FIELD MARKED TO WARN QUALIFIED PERSONS OF
POTENTIAL ARC FLASH HAZARDS. THE MARKING SHALL BE LOCATED SO AS TO BE CLEARLY VISIBLE TO
QUALIFIED PERSONS BEFORE EXAMINATION, ADJUSTMENT, SERVICING OR MAINTENANCE OF THE
EQUIPMENT.
5. REFER TO DRAWINGS EX.XX FOR PANELBOARD SCHEDULES.
M
1000AF
1000AT
E
N
L
UTILITY METER MOUNTED
ON EXTERIOR OF BUILDING
OUTSIDE OF MAIN
ELECTRICAL ROOM
500KW UTILITY PAD MOUNTED
TRANSFOREMR. TRANSFORMER
BY UTILITY. REFER TO
TRANSFORMER PAD DETAIL FOR
ADDITIONAL REQUIREMENTS
1000A
AUTOMATIC
TRANSFER
SWITCH
1000A, 120/208V, 3-PHASE, 4-WIRE,
65KAIC SERVICE ENTRANCE RATED
MAIN SWITCHBOARD "SWBD1"
1000AF
1000AT
G
1000AF/1000AT
JJ
ANNCP
400KW, 120/208V, 3-PHASE, 4-WIRE ABOVE
GROUND DIESEL STANDBY GENERATOR IN
A FACTORY SOUND ATTENUATED
WEATHERPOOF NON-WALKIN ENCLSOURE.
WITH A 48 HOUR BELLY TANK
BATTERY CHARGER
JACKET WATER HEATER
PPL1-66 (30A-1P)
PPL1-7 (20A-1P)
UTILITY CT
COMPARTMENT STAND-BY
PULL SECTION
NORMAL
DISTRIBUTION
SECTION
(ELECTRICAL
ROOM)
PPL1
(ELECTRICAL
ROOM)
PPL2
(TEL/DATA
ROOM)
PPL3
(PARKS SMALL
ENGINE)
PPL4
(HIGHWAY
SMALL ENGINE)
PPL5
125AF/100AT
250AF/150AT
400AF/400AT
400AF
250AF/150AT
125AF/100AT
250AF/250AT
400AF/300AT
GROUND
LEVEL
HIGH VOLTAGE SERVICE TO THE
TRANSFORMER SHALL BE PROVIDED
BY EVERSOURCE
STAND-BY
(SHARED
GENERAL SHOP)
PPL6
(CARPENTRY
SHOP)
PPL7
(VEHICLE
STORAGE)
(LOCATED IN
MAIN
ELECTRICAL
ROOM)
PPL8
(WASH BAY)
PPL9
(VEHICLE
EQUIPMENT
MAINTENANCE)
PPL10
250AF/150AT
125AF/100AT
125AF/100AT
(SPACE FOR
FUTURE SOLAR
EQUIPMENT)
400AF
250AF/175AT
125AF
4 SETS OF (4"C, 4-250KCMIL & 1#2/0G)
4 SETS OF (4"C, 4-250KCMIL & 1#2/0G)
301612121216
16
1224
26
GENERATOR REMOTE ANNUNCIATOR.
ANNUNCIATOR SHALL BE LOCATED IN
ELECTRICAL ROOM
POWER RISER DIAGRAM
NOT TO SCALE
1000AF
1000AT
PULL
SECTION
UTILITY DISCONNECT
(EXISTING
HIGHWAY DEPT.
OFFICE AND
GARAGE
BUILDING)
120/240V
208/120V,
3PH, 3W
45kVA
120/240V,
1PH, 3W
T
200AF/175AT
200AF/200AT
2"C., 3#3/0 & 1#6G.
2"C., 3#3/0 & 1#6G.
2"C., 3#3/0 & 1#6G.
2"C., 3#3/0 & 1#6G.
(100%
RATED)
(100%
RATED)
(100%
RATED)125AF/100AT (ELECTRICAL
ROOM)
PPL1A
12
(VEHICLE
EQUIPMENT
MAINTENANCE)
PPL11
12
1
1
1
1
3/4"C., 2#12 &
1#12GND. (TYP.)
QTY AS
INDICATED
ON PLANS
1
1 1 1 1
1
23
24
25
26
27
28
29
30
31
32
33
34
35
36
250
300
350
400
500
600
800
1000
1200
1600
2-1/2"
3"
3"
3"
(2) 2-1/2"
(2) 3"
(2) 4"
(3) 3"
(4) 3-1/2"
(3)250 kcmil & 1#4 GND.
(3)350 kcmil & 1#4 GND.
(3)500 kcmil & 1#3 GND.
(3)600 kcmil & 1#3 GND.
(6)350 kcmil & 2#1 GND.
(6)600 kcmil & 2#1/0 GND.
(9)400 kcmil & 3#2/0 GND.
(9)600 kcmil & 3#3/0 GND.
(12)600 kcmil & 4#4/0 GND.
(6)250 kcmil & 2#2 GND.
(4)250 kcmil & 1#4 GND.
(4)350 kcmil & 1#4 GND.
(4)500 kcmil & 1#4 GND.
(4)600 kcmil & 1#3 GND.
(8)350 kcmil & 2#1 GND.
(8)600 kcmil & 2#1/0 GND.
(12)400 kcmil & 3#2/0 GND.
(12)600 kcmil & 3#3/0 GND.
(16)600 kcmil & 4#4/0 GND.
(8)250 kcmil & 2#2 GND.
3"
3"
3-1/2"
3-1/2"
(2) 3"
(2) 3"
(2) 4"
(3) 3"
(3) 4"
(4) 4"
(3) 3-1/2"
FEEDER
SYMBOL
3#6 & 1#10 GND.
CONDUCTORS
(3 PHASE, 3 WIRE) WITH
GROUND
LEGEND OF FEEDER SIZES -COPPER CONDUCTORS
7
RACEWAY
SIZE
CONDUCTORS
(3 PHASE, 4 WIRE)
WITH GROUND
RACEWAY
SIZE
NOMINAL
AMPERE
RATING
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
60
70
100
125
150
175
200
225
3/4"
1"
1-1/4"
1-1/2"
1-1/2"
2"
2"
2"
3#4 & 1#8 GND.
3#3 & 1#8 GND.
3#1 & 1#6 GND.
3#1/0 & 1#6 GND.
3#2/0 & 1#6 GND.
3#3/0 & 1#6 GND.
3#4/0 & 1#4 GND.
4#6 & 1#10 GND.
4#4 & 1#8 GND.
4#3 & 1#8 GND.
4#1 & 1#6 GND.
4#1/0 & 1#6 GND.
4#2/0 & 1#6 GND.
4#3/0 & 1#6 GND.
4#4/0 & 1#4 GND.
1"
1-1/4"
1-1/4"
1-1/2"
2"
2"
2"
2-1/2"
3#12 & 1#12 GND.1
2
3
4
5
6
20
30
40
3/4"
3/4"
1"
3#10 & 1#10 GND.
3#8 & 1#10 GND.
4#12 & 1#12 GND.
4#10 & 1#10 GND.
4#8 & 1#10 GND.
3/4"
3/4"
1"
37
38
39
40
41
42
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
SEPTEMBER 13, 2019
ELECTRICAL
DIAGRAMS
E601
Author
Checker
Approver
2170117-E
BIDDING
1 10/04/19 ADDENDUM 1
RELAY
SCHEDULE: LCP2
DESCRIPTION
LIGHTING CONTROL PANEL
ZONE SWITCH
SLVi
SLVj
SLVk
SLVl
SLVm
SLVn
SLVo
SLVp
SLVq
SLVr
SLVs
SLVt
SLVu
SLVaa
SLVbb
SLVcc
SLVdd
SLVee
SLVff
Z2
Z2
R9
R10
Z3
Z3
Z4
Z4
Z5
Z5
Z6
Z7
Z8
R11
R12
R13
R14
R15
R16
R17
R18
R19
R20
R21
R22
R23
R24
FACILITIES CARPENTRY SHOP 123 PENDANTS
FACILITIES CARPENTRY SHOP 123 WALL FIXTURES
SHARED GENERAL WORKSHOP 122 PENDANTS
SHARED GENERAL WORKSHOP 122 WALL FIXTURES
HIGHWAY SMALL ENGINE REPAIR SHOP 120 PENDANTS
HIGHWAY SMALL ENGINE REPAIR SHOP 120 WALL FIXTURES
PARKS MOWER REPAIR SHOP 121 WALL FIXTURES
PARKS MOWER REPAIR SHOP 121 WALL FIXTURES
WASH BAY 144 WALL FIXTURES
WASH BAY 144 PENDANTSZ6
DPW VEHICLE MAINTENANCE 141 HI BAYS
PD VEHICLE MAINT. 142 & DPW VEHICLE MAINT 141 WALL FIXTURES
POLICE DEPARTMENT VEHICLE MAINTENANCE 142 HI BAYSZ7
Z7
BUILDING MOUNTED SITE LIGHTING
BUILDING MOUNTED SITE LIGHTING
SITE LIGHTING POLES
SITE LIGHTING POLES
BUILDING MOUNTED SITE LIGHTING
BUILDING MOUNTED SITE LIGHTING
Z8
Z8
Z8
Z8
Z8
RELAY
SCHEDULE: LCP1
DESCRIPTION
LIGHTING CONTROL PANEL
ZONE
R1
Z1
SWITCH
VEHICLE AND EQUIPMENT STORAGE 136 UNDER MEZZANINE SLVa
R2
Z1 SLVb
Z1 SLVc
Z1 SLVd
Z1 SLVe
SLVf
SLVg
SLVh
R3
R4
R5
R6
Z1
R7
Z1
Z1
R8
VEHICLE AND EQUIPMENT STORAGE 136 HI BAYS
VEHICLE AND EQUIPMENT STORAGE 136 HI BAYS
VEHICLE AND EQUIPMENT STORAGE 136 HI BAYS
VEHICLE AND EQUIPMENT STORAGE UNDER MEZZANINE 148
VEHICLE AND EQUIPMENT STORAGE MEZZANINE 149
VEHICLE AND EQUIPMENT STORAGE 136 WALL FIXTURES
VEHICLE AND EQUIPMENT STORAGE 136 WALL FIXTURES
R9
R10
R11
R12
R13
R14
R15
R16
R17
R18
R19
R20
R21
R22
R23
R24
SLVwZ1MEZZANINE 148
R1
R2
R3
R4
R5
R6
R7
R8
R9
R10
SLVvZ11SIGN SHOP 124 PENDANTS
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
SEPTEMBER 13, 2019
ELECTRICAL
SCHEDULES
E602
Author
Checker
Approver
2170117-E
BIDDING
12. PROVIDE WITH GYB CEILING FLANGE
11. MOUNT FIXTURE 17' - 0" AFF. IN VEHICLE MAINTANACE AND 16'-0" IN SHOPS
10. MOUNT FIXTURE 21' - 6" AFF. WITHIN VEHICLE MAINTENANCE AND 26'-0" WITHIN SHOPS.
9. MOUNT FIXTURE 26' - 0" AFF.
8. PROVIDE HU101 CONNECTOR WHERE REQUIRED
7. MOUNT FIXTURE 22'-0" AFF OR AS NOTED ON PLAN.
6. PROVIDE A ROUND TAPERED ALLUMINUM POLE. MOUNT FIXTURE 20' - 0" AFG. COORDIANTE FICTURE CONCRETE BASE DETAIL WITH CIVIL DRAWINGS
5. MOUNT 8' - 0" AFF.
4. MOUNT 8' - 0" AFF. PROVIDE WITH INTEGRAL COLD WEATHER EMERGENCY BALLAST
3. PROVIDE WITH EXTERNAL MOUNTED WET LISTED LED DRIVER
2. PROVIDE WITH INTEGRAL DAYLIGHT DIMMING SENSOR
1. PROVIDE WITH INTEGRAL EMERGENCY LED DRIVER
SW4 EXTERIOR LED CANOPY MOUNTED LIGHT FIXTURE COOPER LIGHTING LED6-SH-SYL30-35K-U-L
EM-GS - LED/ 2000 LUMENS/ 3500K
RECESSED/
CANOPY 120 26
SW2 WALL MOUNTED EXTERIOR LED LIGHT FIXTURE COOPER LIGHTING LDWP-FL-4A-ED - LED/ 2084 LUMENS/ 3500K WALL 120 40 NOTE 11
SW1 WALL MOUNTED EXTERIOR LED LIGHT FIXTURE COOPER LIGHTING LDWP-FC-4A-120VED-EM
LED-CD - LED/ 1313 LUMENS/ 3500K WALL 120 40 NOTE 4
SG3 LED INGROUND FLAG POLE LIGHT FIXTURE LIGMAN LIGHTING UHA-60295-8W-A-W30-06-
C-120-A60212 - LED/ L80/BL10/ 3000K GROUND 120 8
S2 LED DUAL FIXTURE POLE MOUNTED SITE LIGHTING COOPER LIGHTING GLEON-AF-01-LED-E1-SL
3-HSS - LED/ 80 CRI/ 3000K POLE 120 107 NOTE 6
S1 LED SINGLE FIXTURE POLE MOUNTED SITE
LIGHTING COOPER LIGHTING GLEON-AF-01-LED-E1-T3 - LED/ 80 CRI/ 3000K POLE 120 56 NOTE 6
X2 LED EXIT SIGN. MOUNTING, NUMBER OF FACES AND
ARROWS AS SHOWN ON FLOOR PLANS COOPER LIGHTING LPX72-SD - LED UNIVERSAL 120 3.3 NOTE 1
X1 LED EXIT SIGN. MOUNTING, NUMBER OF FACES AND
ARROWS AS SHOWN ON FLOOR PLANS COOPER LIGHTING LPX7-SD - LED UNIVERSAL 120 2.4
K1E 1' x 4' PENDANT MOUNTED INDUSTRIAL LED LIGHT
FIXTURE COOPER LIGHTING 4SNLED-LD4-57HL-RW-U
NV-L835-EL14W-CD2-U - LED/ 5789 LUMENS/ 3500K PENDANT 120 51 NOTE 1 AND 7
K1 1' x 4' PENDANT MOUNTED INDUSTRIAL LED LIGHT
FIXTURE COOPER LIGHTING 4SNLED-LD4-57HL-RW-U
NV-L835-CD2-U - LED/ 5789 LUMENS/ 3500K PENDANT 120 51 NOTE 7
KE 1' x 4' SURFACE MOUNTED INDUSTRIAL LED LIGHT
FIXTURE COOPER LIGHTING 4SNLED-LD4-36SL-RW-U
NV-L835-EL14W-CD1-U - LED/ 3618 LUMENS/ 3500K SURFACE 120 32 NOTE 1
K 1' x 4' SURFACE MOUNTED INDUSTRIAL LED LIGHT
FIXTURE COOPER LIGHTING 4SNLED-LD4-36SL-RW-U
NV-L835-CD1-U - LED/ 3618 LUMENS/ 3500K SURFACE 120 32
HE PENDANT LED HIGHBAY WET LOCATION LISTED
EMERGENCY LIGHT FIXTURE COOPER LIGHTING VT4LED-LD4-11-DR-120-L
840-ED-1-WL-U - LED/ 11000 LUMENS/ 4000K PENDANT 120 104 NOTE 3 AND 9
H PENDANT LED HIGHBAY WET LOCATION LISTED
LIGHT FIXTURE COOPER LIGHTING VT4LED-LD4-11-DR-120-L
840-ED-1-WL-U - LED/ 11000 LUMENS/ 4000K PENDANT 120 104 NOTE 9
F1 1' X 2' WALL MOUNTED LED LIGHT FIXTURE COOPER LIGHTING 2SNLED-4-LD4-22SL-LW-
UNV-835-CD1-U - LED/ 2300 LUMENS/ 3500K WALL 120 25 NOTE 5
F 1' X 4' WALL MOUNTED LED LIGHT FIXTURE COOPER LIGHTING 4SNLED-LD4-27SL-LW-U
NV-L835-CD1-U - LED/ 2700 LUMENS/ 3500K WALL 120 25 NOTE 5
DE PENDANT LED HIGHBAY EMERGENCY LIGHT
FIXTURE COOPER LIGHTING HBLED-LD4-12-W-UNV-L8
40-EL14W-CD1-U - LED/ 12000 LUMENS/ 4000K PENDANT 120 103 NOTE 1 AND 10
D PENDANT LED HIGHBAY LIGHT FIXTURE COOPER LIGHTING
HBLED-LD4-12-W-UNV-L8
40-CD1-U - LED/ 12000 LUMENS/ 4000K PENDANT 120 103 NOTE 10
C 4" LED RECESSED SHOWER DOWNLIGHT COOPER LIGHTING
LD4A09D010TEERW4A09
8304 LW1L1 - LED/ 900 LUMENS/ 3000K RECESSED 120 14
BE 1' X 4' ENCLOSED AND GASKETED, VAPORTIGHT
EMERGENCY LED FIXTURE COOPER LIGHTING 4VT2-LD4-4-DR-UNV-VT-
REM-EL-L835-CD1-U - LED/ 2417 LUMEN/ 3500K SURFACE 120 56 NOTE 1
B1 1' X 4' ENCLOSED AND GASKETED, VAPORTIGHT
LED FIXTURE COOPER LIGHTING 4VT2-LD4-4-DR-UNV-L835
-CD1-U - LED/ 2417 LUMEN/ 3500K SURFACE 120 56
AFE 2' X 2' EMERGENCY LED RECESSED LIGHT FIXTURE COOPER LIGHTING 22CZ-LD5-24-S-UNV-EL14
W-L835-CD1-U - LED/ 2400 LUMENS/ 3500K RECESSED 120 20 NOTE 1 AJND 12
AF 2' X 2' LED RECESSED LIGHT FIXTURE COOPER LIGHTING
22CZ-LD5-24-S-UNV-L835
-CD1-U - LED/ 2400 LUMENS/ 3500K RECESSED 120 20 NOTE 12
AE 2' X 2' EMERGENCY LED RECESSED LIGHT FIXTURE COOPER LIGHTING 22CZ-LD5-24-S-UNV-EL14
W-L835-CD1-U - LED/ 2400 LUMENS/ 3500K RECESSED 120 20 NOTE 1
A 2' X 2' LED RECESSED LIGHT FIXTURE COOPER LIGHTING
22CZ-LD5-24-S-UNV-L835
-CD1-U - LED/ 2400 LUMENS/ 3500K RECESSED 120 20
TYPE DESCRIPTION MANUFACTURER CATALOG NUMBER NO TYPE MOUNTING VOLTAGE LOAD... NOTES
TYPE DESCRIPTION MANUFACTURER CATALOG NUMBER LAMP MOUNTING VOLTAGE LOAD... NOTES
LIGHTING FIXTURE SCHEDULE
1
1
1 10/04/19 ADDENDUM 1
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
SEPTEMBER 13, 2019
ELECTRICAL
SCHEDULES
E603
Author
Checker
Approver
2170117-E
BIDDING
Total Connected Current (Amps)23.2 A
Total Connected Load (kVA)8.4 kVA
Total kVA:2.1 kVA 3.1 kVA 3.1 kVA
41 42
39 40
37 38
35 36
33 34
31 32
29 30
27 28
25 26
23 24
21 22
19 20
17 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 18
15 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 16
13 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 14
11 0.9 1.2 1 20 A MS-4 WORKBENCH 12
9 SPEC PARKS MOWER REPAIR SHOP
121 20 A 2
0.9 1.2 1 20 A MS-4 WORKBENCH 10
7 RECPT PARKS MOWER REPAIR SHO... 20 A 1 0.7 0.3 1 20 A PARKS MOWER REPAIR SHOP 121 8
5 0.6 0.6 6
3 0.6 0.6 4
1
OVERHEAD DOOR MOTOR 3 20 A 3
0.6 0.6
3 20 A OVERHEAD DOOR MOTOR 2
2
CKT DESCRIPTION
CB
Size Poles A B C Poles
CB
Size DESCRIPTION CKT
Location:PARKS MOWER REPAIR SHOP 121 Manufacturer:
Fed From:A.I.C. Rating:22,000 AMPS SYMMETRICAL
Phase/Wire:3/4 MCB Rating:100.0 A
Voltage:208Y/120 **SHUNT TRIP MCB**
Panel ID: PPL4
Total Connected Current (Amps)18.0 A
Total Connected Load (kVA)6.5 kVA
Total kVA:2.4 kVA 2.4 kVA 1.7 kVA
41 42
39 40
37 38
35 36
33 34
31 32
29 30
27 28
25 26
23 24
21 22
19 20
17 18
15 16
13 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 14
11 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 12
9 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 10
7 SE-1 BELT/DISK SANDER 20 A 1 1.2 0.2 1 20 A SE-9 SMALL PARTS CLEANER 8
5 SE-5 WORKBENCH 20 A 1 1.2 0.5 1 20 A RCPT HIGHWAY SMALL ENGINE... 6
3 SE-5 WORKBENCH 20 A 1 1.2 1.2 1 20 A SE-5 WORKBENCH 4
1 RECPTS HIGHWAY SMALL ENGINE... 20 A 1 0.7 0.3 1 20 A HIGHWAY SMALL ENGINE REPAIR... 2
CKT DESCRIPTION
CB
Size Poles A B C Poles
CB
Size DESCRIPTION CKT
Location:HIGHWAY SMALL ENGINE REPAIR SHOP 120 Manufacturer:
Fed From:A.I.C. Rating:22,000 AMPS SYMMETRICAL
Phase/Wire:3/4 MCB Rating:100.0 A
Voltage:208Y/120 **SHUNT TRIP MCB**
Panel ID: PPL5
Total Connected Current (Amps)46.0 A
Total Connected Load (kVA)16.6 kVA
Total kVA:5.4 kVA 5.3 kVA 5.9 kVA
41 42
39 40
37 38
35 36
33 34
31 32
29 30
27 28
25 RCPT SIGN SHOP 124 20 A 1 0.2 26
23 SPARE 20 A 1 0.0 1.2 1 20 A GS-8b WORK BENCH 24
21 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 22
19 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 20
17 1.7 0.0 1 20 A SPARE 18
15 1.7 1.2 1 20 A GS-8b WORK BENCH 16
13
GS-6 BRIDGE CRANE 30 A 3
1.7 1.2 1 20 A GS-8b WORK BENCH 14
11 GS-2 CHAIN SAW SHARPENER 20 A 1 0.5 0.5 1 20 A GS-5 BENCH GRIDER 12
9 SS-10 COMPUTER 20 A 1 0.2 0.7 1 20 A GS-1 BLADE SHARPENER 10
7 SS-1 & SS-2 PLOTTER AND COMPUTER 20 A 1 0.5 0.8 8
5 SS-10 SIGN SHOP 124 20 A 1 1.2 0.8 6
3 LIGHTING 124, 122 20 A 1 0.7 0.8
3 20 A
CF-1 SHARED GENERAL WORKSHOP
122
4
1 RCPT SHARED GENERAL WORKSHO... 20 A 1 1.1 0.0 1 20 A RCPT SIGN SHOP 124 2
CKT DESCRIPTION
CB
Size Poles A B C Poles
CB
Size DESCRIPTION CKT
Location:SHARED GENERAL WORKSHOP 122 Manufacturer:
Fed From:A.I.C. Rating:22,000 AMPS SYMMETRICAL
Phase/Wire:3/4 MCB Rating:100.0 A
Voltage:208Y/120 **SHUNT TRIP MCB**
Panel ID: PPL6
Total Connected Current (Amps)193.7 A
Total Connected Load (kVA)69.8 kVA
Total kVA:24.5 kVA 23.2 kVA 22.1 kVA
41 SPACE -- -- 0.0 0.0 -- -- SPACE 42
39 SPACE -- -- 0.0 0.0 -- -- SPACE 40
37 SPACE -- -- 0.0 0.0 -- -- SPACE 38
35 SPACE -- -- 0.0 0.0 -- -- SPACE 36
33 SPACE -- -- 0.0 0.0 -- -- SPACE 34
31 SPACE -- -- 0.0 0.0 -- -- SPACE 32
29 SPACE -- -- 0.0 0.0 -- -- SPACE 30
27 SPARE 20 A 1 0.0 0.0 -- -- SPACE 28
25 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 26
23 RCPT POLICE DEPARTMENT VEHICL... 20 A 1 0.2 0.0 1 20 A SPARE 24
21 VW-9B WATER RECLAIM OZONE 20 A 1 1.2 0.0 1 20 A SPARE 22
19 13.7 1.3 20
17 13.7 1.3 18
15
VW-5 UNDERCARRIAGE WASH PUMP 250 A 3
13.7 1.3
3 30 A VW-9 WATER RECLAIM SYSTEM
16
13 VW-9A WATER RECLAIM CONTROLS 20 A 1 1.8 1.2 1 20 A VW-5A UNDERCARRIAGE WASH... 14
11 WASH EQUIP 143 20 A 1 1.2 4.8 12
9 VW-1A CONTROL PANEL 20 A 1 1.2 4.8 10
7 0.6 4.8
3 60 A WV-1 PRESSURE WASHER
8
5 0.6 0.6 6
3
OVERHEAD DOOR MOTOR 9 20 A 3
0.6 0.6 4
1 RCPT WASH BAY 144 20 A 1 0.7 0.6
3 20 A OVERHEAD DOOR MOTOR 8
2
CKT DESCRIPTION
CB
Size Poles A B C Poles
CB
Size DESCRIPTION CKT
Location:WASH EQUIP 143 Manufacturer:
Fed From:A.I.C. Rating:22,000 AMPS SYMMETRICAL
Phase/Wire:3/4 MCB Rating:250.0 A
Voltage:208Y/120 **SHUNT TRIP MCB**
Panel ID: PPL9
Total Connected Current (Amps)124 A
Total Connected Load (kVA)44.5 kVA
Total kVA 10.9 kVA 18.0 kVA 15.6 kVA
83 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 84
81 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 82
79 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 80
77 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 78
75 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 76
73 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 74
71 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 72
69 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 70
67 IRRIGATION CONTROLLER 20 A 1 0.5 0.0 1 20 A SPARE 68
65 B-2 BOILER 20 A 1 0.7 0.0 1 30 A GEN JACKET WATER HEATER 66
63 B-1 BOILER 20 A 1 0.7 0.2 1 20 A RCPT 64
61 EXTERIOR LIGHTS 20 A 1 0.4 0.2 1 20 A RCPT 62
59 UH-1 WASH EQUIP 143 20 A 1 0.1 0.4 1 20 A UH-5, UH-6 & UH-7 60
57 UH-4 20 A 1 0.2 0.3 1 20 A UH-3 58
55 ROOF RECPTS 20 A 1 0.7 0.1 1 20 A CUH-1 ENTRY VESTIBULE 127 56
53 EXTERIOR RECPTS 20 A 1 0.9 1.3 54
51 EXTERIOR RECPTS 20 A 1 0.0 1.3 2 20 A EUH-1 ELECTRICAL UNIT HEATER
52
49 CUH-1 ENTRY / VESTIBULE 101 20 A 1 0.1 0.5 1 20 A BDA CHARGER 50
47 VAV'S 20 A 1 0.1 0.5 1 20 A BDA SYSTEM 48
45 MICROWAVE 20 A 1 1.0 1.0 1 20 A DISHWASHER 46
43 TV's 20 A 1 0.5 0.2 1 20 A REFRIGERATOR 44
41 RCPT 20 A 1 0.2 0.2 1 20 A REFRIGERATOR 42
39 RCPT 20 A 1 1.3 0.9 1 20 A RCPT 40
37 RCPT 20 A 1 0.7 0.3 1 20 A EXTERIOR LIGHTS 38
35 RCPT CONFERENCE ROOM 102 20 A 1 0.2 0.7 1 20 A RCPT ENTRY VESTIBULE 127 36
33 RCPT 20 A 1 0.9 0.5 1 20 A RCPT ENTRY / VESTIBULE 101 34
31 VAV'S 20 A 1 0.0 0.9 1 20 A RCPT TRAINING / STORM EVENT... 32
29 RCPT KITCHEN AREA 129 20 A 1 0.2 0.2 1 20 A RCPT KITCHEN AREA 129 30
27 COPIER 20 A 1 0.4 0.7 1 20 A WORKSTATIONS OFFICE 128 28
25 REFRIGERATOR KITCHEN 129 20 A 1 0.2 0.7 1 20 A RCPT 26
23 RCPT CEMETERY OFFICE 105 20 A 1 1.1 1.1 1 20 A RCPT DIRECTOR OFFICE 103 24
21 RCPT STOR. 109 20 A 1 0.9 1.1 1 20 A RCPT HIGHWAY SUPER. 107 22
19 HAND DRYER 20 A 1 1.7 1.7 1 20 A HAND DRYER 20
17 LITES COMPRESSOR ROOM 146 20 A 1 0.3 0.3 1 20 A LITES VEHICLE AND EQUIPMENT... 18
15 LITES CANOPY - 20 A 1 0.6 0.1 1 20 A EXTERIOR LIGHTS 16
13 RCPT COPY/ FILE/ MAIL AREA 133 20 A 1 0.9 0.4 1 20 A EXTERIOR LIGHTS 14
11 WATER FOUNTAIN 20 A 1 0.2 4.7 12
9 UH-2 PARTS ROOM 137 20 A 1 0.3 4.7 2 50 A RANGE - TRAINING ROOM
10
7 GEN BATTERY CHARGER 20 A 1 0.0 0.1 1 20 A UH-1 HYDRONIC UNIT HEATER 8
5 LITES ENTRY / VESTIBULE 101 20 A 1 1.0 1.4 1 20 A LITES TEL/DATA 115 6
3 ROOF RECPTS 20 A 1 0.5 0.6 1 20 A LITES KITCHEN AREA 129 4
1 FIRE ALARM CONTROL PANEL - FACP 20 A 1 0.0 0.0 1 20 A GAS DETECTION SYSTEM 2
CKT DESCRIPTION
CB
Size Poles A B C Poles
CB
Size DESCRIPTION CKT
Location:ELECTRICAL ROOM 135 Manufacturer:
Fed From:DISTRIBUTION SECTION A.I.C. Rating:42,000 AMPS SYMMETRICAL
Phase/Wire:3/4 MLO Rating:225.0 A
Voltage:208Y/120
Panel ID: PPL1
Total Connected Current (Amps)351 A
Total Connected Load (kVA)126.5 kVA
Total kVA 42.4 kVA 42.0 kVA 42.0 kVA
41 GWH-1A GAS WATER HEATER 20 A 1 0.7 0.7 1 20 A GWH-1B GAS WATER HEATER 42
39 1.3 0.0 1 20 A RCPT ELECTRICAL ROOM 135 40
37 1.3 1.3 38
35
HWP-2 HOT WATER PUMP 20 A 3
1.3 1.3 36
33 9.8 1.3
3 20 A HWP-1 HOT WATER PUMP
34
31 9.8 4.6 32
29
ACCU-1 125 A 3
9.8 4.6 30
27 1.4 4.6
3 60 A AHU-1
28
25 1.4 3.5 26
23
H&V-3 20 A 3
1.4 3.5 24
21 5.2 3.5
3 60 A H&V-1
22
19 5.2 10.3 20
17
H&V-1 90 A 3
5.2 10.3 18
15 1.5 10.3
3 125 A HRV-1
16
13 ACCU-3 30 A 2
1.5 1.0 14
11 EF-14 EXHAUST FAN 20 A 1 1.0 1.0 2 20 A ACCU-2
12
9 EF-12 EXHAUST FAN 20 A 1 1.2 0.7 1 20 A EF-13 EXHAUST FAN 10
7 EF-10 EXHAUST FAN 20 A 1 0.7 0.7 1 20 A EF-11 EXHAUST FAN 8
5 EF-8 EXHAUST FAN 20 A 1 0.5 0.7 1 20 A EF-9 EXHAUST FAN 6
3 EF-6 EXHAUST FAN 20 A 1 0.7 0.5 1 20 A EF-7 EXHAUST FAN 4
1 EF-4 EXHAUST FAN 20 A 1 0.5 0.5 1 20 A EF-5 EXHAUST FAN 2
CKT DESCRIPTION
CB
Size Poles A B C Poles
CB
Size DESCRIPTION CKT
Location:ELECTRICAL ROOM 135 Manufacturer:
Fed From:A.I.C. Rating:42,000 AMPS SYMMETRICAL
Phase/Wire:3/4 MLO Rating:400.0 A
Voltage:208Y/120
Panel ID: PPL2
Total Connected Current (Amps)96.5 A
Total Connected Load (kVA)34.8 kVA
Total kVA:10.0 kVA 15.0 kVA 9.7 kVA
41 SPACE -- -- 0.0 0.0 -- -- SPACE 42
39 SPACE -- -- 0.0 0.0 -- -- SPACE 40
37 SPACE -- -- 0.0 0.0 -- -- SPACE 38
35 SPACE -- -- 0.0 0.0 -- -- SPACE 36
33 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 34
31 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 32
29 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 30
27 SPEC TEL/DATA 115 30 A 1 1.9 1.9 1 30 A SPEC TEL/DATA 115 28
25 RCPT TEL/DATA 115 20 A 1 0.4 0.4 1 20 A RCPT TEL/DATA 115 26
23 0.0 0.3 1 20 A SITE POLE LIGHTING 24
21 GATE #4 CONTROLLER 20 A 2
0.0 0.5 1 20 A SITE POLE LIGHTING 22
19 0.5 0.5 20
17 GATE #2 CONTROLLER 20 A 2
0.5 0.5 2 20 A GATE #3 CONTROLLER
18
15 3.8 0.5 16
13 3.8 0.5 2 20 A GATE #1 CONTROLLER
14
11
SPEC COMPRESSOR ROOM 146 70 A 3
3.8 1.1 12
9 1.7 1.1 2 20 A FP-AC-1 AIR COMPRESSOR
10
7 IT RACK #2 20 A 2
1.7 0.5 1 20 A CP-1 CIRCULATION PUMP 8
5 IT RACK #2 20 A 1 1.9 1.7 6
3 IT RACK #1 20 A 1 1.9 1.7 2 20 A IT RACK #1
4
1 RCPT TEL/DATA 115 20 A 1 1.1 0.9 1 20 A RCPT TEL/DATA 115 2
CKT DESCRIPTION
CB
Size Poles A B C Poles
CB
Size DESCRIPTION CKT
Location:TEL/DATA 115 Manufacturer:
Fed From:A.I.C. Rating:22,000 AMPS SYMMETRICAL
Phase/Wire:3/4 MCB Rating:125.0 A
Voltage:208Y/120 **SHUNT TRIP MCB**
Panel ID: PPL3
Total Connected Current (Amps)80 A
Total Connected Load (kVA)28.8 kVA
Total kVA 10.1 kVA 9.7 kVA 9.0 kVA
41 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 42
39 RCPT 20 A 1 0.2 0.0 1 20 A SPARE 40
37 RCPT COMPRESSOR ROOM 146 20 A 1 0.4 0.7 1 20 A RCPT MEZZANINE 3 147 38
35 RCPT VEHICLE AND EQUIPMENT... 20 A 1 0.7 0.4 1 20 A RCPT VEHICLE AND EQUIPMENT... 36
33 RCPT VEHICLE AND EQUIPMENT... 20 A 1 0.7 0.7 1 20 A RCPT VEHICLE AND EQUIPMENT... 34
31 LITES VEHICLE AND EQUIPMENT... 20 A 1 0.9 0.9 1 20 A RCPT VEHICLE AND EQUIPMENT... 32
29 0.9 1.0 1 20 A Lighting VEHICLE AND EQUIPMENT... 30
27 0.9 0.9 1 20 A Lighting VEHICLE AND EQUIPMENT... 28
25 CF-3 VEHICLE AND EQUIPMENT
STORAGE 136 20 A 3
0.9 0.7 1 20 A Lighting VEHICLE AND EQUIPMENT... 26
23 0.9 0.9 24
21 0.9 0.9 22
19 CF-3 VEHICLE AND EQUIPMENT
STORAGE 136 20 A 3
0.9 0.9
3 20 A
CF-3 VEHICLE AND EQUIPMENT
STORAGE 136
20
17 SPEC 20 A 1 0.7 0.7 1 20 A EF-18 EXHAUST FAN 18
15 SPEC COMPRESSOR ROOM 146 20 A 1 1.2 0.5 16
13 0.9 0.5 2 20 A
VEHICLE AND EQUIPMENT STORAGE
136
14
11 0.9 0.9 12
9
EF-2 EXHAUST FAN 20 A 3
0.9 0.9 10
7 RECPTS MEZZANINE 1 149 20 A 1 0.5 0.9
3 20 A EF-1 EXHAUST FAN
8
5 0.6 0.6 6
3 0.6 0.6 4
1
OVERHEAD DOOR MOTOR 20 A 3
0.6 0.6
3 20 A OVERHEAD DOOR MOTOR 4
2
CKT DESCRIPTION
CB
Size Poles A B C Poles
CB
Size DESCRIPTION CKT
Location:ELECTRICAL ROOM 135 Manufacturer:
Fed From:A.I.C. Rating:22,000 AMPS SYMMETRICAL
Phase/Wire:3/4 MLO Rating:125.0 A
Voltage:208Y/120
Panel ID: PPL8
* INDICATES GFI CIRCUIT BREAKER
Total Connected Current (Amps)59.6 A
Total Connected Load (kVA)21.5 kVA
Total kVA:7.7 kVA 7.3 kVA 6.4 kVA
41 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 42
39 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 40
37 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 38
35 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 36
33 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 34
31 0.9 0.0 1 20 A SPARE 32
29 0.9 0.0 1 20 A SPARE 30
27 CS-13 FACILITIES CARPENTRY SHOP
123 20 A 3
0.9 0.0 1 20 A SPARE 28
25 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 26
23 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 24
21 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 22
19 *GFI BREAKER SPACE* -- -- 0.0 1.2 1 20 A CS-12b WORKBENCH 20
17 1.9 1.2 1 20 A CS-12b WORKBENCH 18
15 CS-9 FIXED TABLE SAW* 30 A 2
1.9 1.2 1 20 A CS-12b WORKBENCH 16
13 CS-6 BENCH PLANER 20 A 1 1.8 1.8 1 20 A CS-10 MITER SAW 14
11 CS-3 BAND SAW 20 A 1 0.8 0.3 1 20 A CS-5 BENCH GRIDER 12
9 0.8 1.7 1 20 A CS-2 DISK/BELT SANDER 10
7 0.8 0.7 1 20 A CS-1 BENCH DRILL PRESS 8
5
CF-1 FACILITIES CARPENTRY SHOP
123 20 A 3
0.8 0.6 6
3 FACILITIES CARPENTRY SHOP 123 20 A 1 0.4 0.6 4
1 RECPT FACILITIES CARPENTRY SHO... 20 A 1 0.0 0.6
3 20 A OVERHEAD DOOR MOTOR 1
2
CKT DESCRIPTION
CB
Size Poles A B C Poles
CB
Size DESCRIPTION CKT
Location:FACILITIES CARPENTRY SHOP 123 Manufacturer:
Fed From:A.I.C. Rating:10,000 AMPS SYMMETRICAL
Phase/Wire:3/4 MCB Rating:100.0 A
Voltage:208Y/120 **SHUNT TRIP MCB**
Panel ID: PPL7
1
1
1
1
1
1
1
1
1
1
Total Connected Current (Amps)418.8 A
Total Connected Load (kVA)150.9 kVA
Total kVA:47.5 kVA 49.8 kVA 53.6 kVA
83 3.6 0.0 1 20 A SPARE 84
81 6.0 0.0 1 20 A SPARE 82
79
PPL11 100 A 3
6.3 0.0 1 20 A SPARE 80
77 3.1 3.1 78
75 MB-2, MB-3 DPW VEHICLE
MAINTENANCE 141 20 A 2
3.1 3.1 2 20 A
MB-2, MB-3 POLICE DEPARTMENT
VEHICLE MAINTENANCE 142
76
73 3.1 3.1 74
71 MB-2, MB-3 DPW VEHICLE
MAINTENANCE 141 50 A 2
3.1 3.1 2 20 A
MB-2, MB-3 DPW VEHICLE
MAINTENANCE 141
72
69 MB-22 20 A 1 1.3 0.6 1 20 A MB-39 70
67 14.1 0.8 1 20 A MB-42 HIGH LEVEL ALARMS 68
65 14.1 0.0 1 20 A MB-45 66
63
MB-41 150 A 3
14.1 1.0 1 20 A MB-35b WORKBENCH 64
61 TIMECLOCK AND BALL VALVE 20 A 1 0.5 0.0 1 20 A MB-44 62
59 MB-20 20 A 1 0.9 0.7 1 20 A RCPT PARTS ROOM 137 60
57 RCPT MECHANICS OFFICE 140 20 A 1 0.5 0.4 1 20 A RCPT MECHANICS OFFICE 140 58
55 1.1 0.9 1 20 A PB-21 56
53 PB-11 20 A 2
1.1 2.3 54
51 PB-10 20 A 1 1.8 2.3 2 30 A PB-23
52
49 PB-5 20 A 1 1.8 0.4 1 20 A PB-6 50
47 FS-6B 20 A 1 1.0 1.8 1 20 A PB-3 48
45 SPARE 20 A 1 0.0 1.0 1 20 A PB-20 46
43 FS-6A 20 A 1 1.0 0.2 1 20 A MB-18 44
41 2.3 1.4 1 20 A PB-4 42
39 MB-40 50 A 2
2.3 4.0 40
37 2.0 4.0 38
35 MB-90 40 A 2
2.0 4.0
3 80 A MB-30
36
33 0.8 1.8 1 20 A MB-1 34
31 0.8 0.8 32
29
CF-1 DPW VEHICLE MAINTENANCE 141 20 A 3
0.8 0.8 30
27 LITES DPW VEHICLE MAINTENANCE... 20 A 1 0.4 0.8
3 20 A CF-1 DPW VEHICLE MAINTENANCE 141
28
25 Lighting FLUIDS ROOM 138 20 A 1 0.8 1.6 1 20 A Lighting DPW VEHICLE MAINTENANC... 26
23 0.6 0.8 1 20 A Lighting WASH BAY 144 24
21 0.6 0.9 22
19
OVERHEAD DOOR MOTOR 13 20 A 3
0.6 0.9 2 20 A HWP-3 HOT WATER PUMP
20
17 0.6 0.6 18
15 0.6 0.6 16
13
OVERHEAD DOOR MOTOR 11 20 A 3
0.6 0.6
3 20 A OVERHEAD DOOR MOTOR 12
14
11 0.6 0.6 12
9 0.6 0.6 10
7
OVERHEAD DOOR MOTOR 7 20 A 3
0.6 0.6
3 20 A OVERHEAD DOOR MOTOR 10
8
5 0.6 0.6 6
3 0.6 0.6 4
1
OVERHEAD DOOR MOTOR 5 20 A 3
0.6 0.6
3 20 A OVERHEAD DOOR MOTOR 6
2
CKT DESCRIPTION
CB
Size Poles A B C Poles
CB
Size DESCRIPTION CKT
Location:MECHANICS OFFICE 140 Manufacturer:
Fed From:A.I.C. Rating:22,000 AMPS SYMMETRICAL
Phase/Wire:3/4 MCB Rating:400.0 A
Voltage:208Y/120 **SHUNT TRIP MCB**
Panel ID: PPL10
1
1 1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1 1
1
1
1 10/04/19 ADDENDUM 1
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
SEPTEMBER 13, 2019
ELECTRICAL
SCHEDULES
E604
Author
Checker
Approver
2170117-E
BIDDING
HVAC EQUIPMENT SCHEDULE
NO. DESCRIPTION
LOCATION LOAD
VOLT PHASE PANEL CIRCUIT
CONDUIT & WIRE
SIZE
STARTER CONTROL DEVICE DISCONNECT
NOTESNAME NUMBER HP A W COMPONENT COMPONENT COMPONENT
ACCU-1 AIR-COOLED CONDENSING UNIT 0.00 hp 81.6 A 26458 W 208 V 3 PPL2 29,31,33 1 1/4"C., 3#1 &
1#6G.
- - 200AF/125AT
ACCU-2 CONDENSER ROOF - 0.00 hp 9.6 A 1797 W 208 V 1 PPL2 12,14 3/4"C., 2#12 &
1#12G.
- - 30AF/15AT
ACCU-3 CONDENSER ROOF - 0.00 hp 14.4 A 2696 W 208 V 1 PPL2 13,15 3/4"C., 2#10 &
1#10G.
- - 30AF/30AT
ACCU-4 CONDENSER ROOF - 0.00 hp 10.4 A 1947 W 208 V 1 PPL1A 17,19 3/4"C., 2#12 &
1#12G.
- - 30AF/15AT
ACU-1 AIR CONDITIONING UNIT 0.00 hp 0.0 A 0 W 120 V 1 3/4"C., 2#12 &
1#12G.
- - 30AF/20AT FED FROM ACCU-2
ACU-2 AIR CONDITIONING UNIT MECHANICS OFFICE 140 0.00 hp 0.0 A 0 W 208 V 1 3/4"C., 2#10 &
1#10G.
- - 30AF/30AT FED FROM ACCU-3
ACU-3 AIR CONDITIONING UNIT SIGN SHOP 124 0.00 hp 0.0 A 0 W 208 V 1 3/4"C., 2#10 &
1#10G.
- - 30AF/30AT FED FROM ACCU-4
AHU-1 AIR HANDLING UNIT VEHICLE AND EQUIPMENT
STORAGE MEZZANINE 1
149 0.00 hp 38.7 A 12548 W 208 V 3 PPL2 28,30,32 3/4"C., 3#8 &
1#10G.
- - 60AF/60AT
B-1 BOILER MECHANICAL ROOM 134 0.00 hp 6.0 A 648 W 120 V 1 PPL1 63 3/4"C., 2#12 &
1#12G.
- - 20A/1P
B-2 BOILER MECHANICAL ROOM 134 0.00 hp 6.0 A 648 W 120 V 1 PPL1 65 3/4"C., 2#12 &
1#12G.
- - 20A/1P
CF-1 CEILING PROP FAN FACILITIES CARPENTRY
SHOP
123 1.50 hp 6.6 A 2140 W 208 V 3 PPL7 5,7,9 3/4"C., 3#12 &
1#12G.
- - 30AF/20AT
CF-1 CEILING PROP FAN SHARED GENERAL
WORKSHOP
122 1.50 hp 6.6 A 2140 W 208 V 3 PPL6 4,6,8 3/4"C., 3#12 &
1#12G.
- - 30AF/20AT
CF-1 CEILING PROP FAN DPW VEHICLE
MAINTENANCE
141 1.50 hp 6.6 A 2140 W 208 V 3 PPL10 29,31,33 3/4"C., 3#12 &
1#12G.
- - 30AF/20AT
CF-1 CEILING PROP FAN DPW VEHICLE
MAINTENANCE
141 1.50 hp 6.6 A 2140 W 208 V 3 PPL10 28,30,32 3/4"C., 3#12 &
1#12G.
- - 30AF/20AT
CF-2 CEILING PROP FAN PARKS MOWER REPAIR
SHOP
121 1.00 hp 8.8 A 1647 W 208 V 1 PPL4 9,11 3/4"C., 2#12 &
1#12G.
- 30AF/20AT
CF-3 CEILING PROP FAN VEHICLE AND EQUIPMENT
STORAGE
136 2.00 hp 7.5 A 2432 W 208 V 3 PPL8 19,21,23 3/4"C., 3#12 &
1#12G.
- - 30AF/20AT
CF-3 CEILING PROP FAN VEHICLE AND EQUIPMENT
STORAGE
136 2.00 hp 7.5 A 2432 W 208 V 3 PPL8 20,22,24 3/4"C., 3#12 &
1#12G.
- - 30AF/20AT
CF-3 CEILING PROP FAN VEHICLE AND EQUIPMENT
STORAGE
136 2.00 hp 7.5 A 2432 W 208 V 3 PPL8 25,27,29 3/4"C., 3#12 &
1#12G.
- - 30AF/20AT
CUH-1 CABINET UNIT HEATER ENTRY / VESTIBULE 101 0.03 hp 1.0 A 108 W 120 V 1 PPL1 49 3/4"C., 2#12 &
1#12G.
- T-STAT 20A/1P
CUH-1 CABINET UNIT HEATER ENTRY VESTIBULE 127 0.03 hp 1.0 A 108 W 120 V 1 PPL1 56 3/4"C., 2#12 &
1#12G.
- T-STAT 20A/1P
EF-1 EXHAST FAN VEHICLE AND EQUIPMENT
STORAGE
136 2.00 hp 7.5 A 2432 W 208 V 3 PPL8 8,10,12 3/4"C., 3#12 &
1#12G.
- - 30AF/20AT
EF-2 EXHAST FAN VEHICLE AND EQUIPMENT
STORAGE
136 2.00 hp 7.5 A 2432 W 208 V 3 PPL8 9,11,13 3/4"C., 3#12 &
1#12G.
- - 30AF/20AT
EF-3 EXHAST FAN VEHICLE AND EQUIPMENT
STORAGE
136 0.17 hp 4.4 A 824 W 208 V 1 PPL8 14,16 3/4"C; 2#12 + #12G - - 20A/1P
EF-4 EXHAST FAN ROOF - 0.17 hp 4.4 A 475 W 120 V 1 PPL2 1 3/4"C; 2#12 + #12G - - 20A/1P
EF-5 EXHAST FAN ROOF - 0.10 hp 4.4 A 475 W 120 V 1 PPL2 2 3/4"C; 2#12 + #12G - - 20A/1P
EF-6 EXHAST FAN ROOF - 0.25 hp 5.8 A 626 W 120 V 1 PPL2 3 3/4"C; 2#12 + #12G - - 20A/1P
EF-7 EXHAST FAN ROOF - 0.10 hp 4.4 A 475 W 120 V 1 PPL2 4 3/4"C; 2#12 + #12G - - 20A/1P
EF-8 EXHAST FAN ROOF - 0.17 hp 4.4 A 475 W 120 V 1 PPL2 5 3/4"C; 2#12 + #12G - - 20A/1P
EF-9 EXHAST FAN ROOF - 0.25 hp 5.8 A 626 W 120 V 1 PPL2 6 3/4"C; 2#12 + #12G - - 20A/1P
EF-10 EXHAST FAN ROOF - 0.25 hp 5.8 A 626 W 120 V 1 PPL2 7 3/4"C; 2#12 + #12G - - 20A/1P
EF-11 EXHAST FAN ROOF - 0.25 hp 5.8 A 626 W 120 V 1 PPL2 8 3/4"C; 2#12 + #12G - - 20A/1P
EF-12 EXHAST FAN ROOF - 0.50 hp 9.8 A 1058 W 120 V 1 PPL2 9 3/4"C; 2#12 + #12G - - 20A/1P
EF-13 EXHAST FAN ROOF - 0.25 hp 5.8 A 626 W 120 V 1 PPL2 10 3/4"C; 2#12 + #12G - - 20A/1P
EF-14 EXHAST FAN FLUIDS ROOM 138 0.10 hp 4.4 A 475 W 120 V 1 PPL2 11 3/4"C., 2#12 &
1#12G.
- - 20A/1P
EF-15 EXHAST FAN TOILET 139 0.00 hp 0.1 A 12 W 120 V 1 PPL10 25 3/4"C., 2#12 &
1#12G.
- OCCUPANCY
SENSOR
20A/1P
EF-16 EXHAST FAN COMPRESSOR ROOM 146 0.50 hp 9.8 A 1058 W 120 V 1 PPL8 15 3/4"C., 2#12 &
1#12G.
- - 20A/1P
EF-17 EXHAST FAN ELECTRICAL ROOM 135 0.25 hp 5.8 A 626 W 120 V 1 PPL8 17 3/4"C., 2#12 &
1#12G.
- - 20A/1P
EF-18 EXHAST FAN MECHANICAL ROOM 134 0.25 hp 5.8 A 626 W 120 V 1 PPL8 18 3/4"C., 2#12 &
1#12G.
- - 20A/1P
EUH-1 ELECTRIC UNIT HEATER ELECTRICAL ROOM 135 0.00 hp 13.4 A 2250 W 208 V 1 PPL1 52,54 3/4"C., 2#12 &
1#12G.
- T-STAT 30AF/20AT
H&V-1 HEATING/VENTILATING UNIT VEHICLE AND EQUIPMENT
STORAGE
136 0.00 hp 43.5 A 14104 W 208 V 3 PPL2 17,19,21 1"C., 3#6 & 1#8G. - - 100AF/90AT
H&V-2 HEATING/VENTILATING UNIT VEHICLE AND EQUIPMENT
STORAGE MEZZANINE 1
149 0.00 hp 29.5 A 9565 W 208 V 3 PPL2 22,24,26 3/4"C., 3#8 &
1#10G.
- - 60AF/60AT
H&V-3 HEATING/VENTILATING UNIT ROOF - 0.00 hp 11.8 A 3826 W 208 V 3 PPL2 23,25,27 3/4"C., 3#12 &
1#12G.
- - 30AF/20AT
HRV-1 HEAT RECOVERY VENTILATOR DPW VEHICLE
MAINTENANCE
MEZZANINE 3
147 0.00 hp 85.5 A 27723 W 208 V 3 PPL2 16,18,20 1 1/4"C., 3#1 &
1#6G.
- - 200AF/125AT
HWP-1 HOT WATER PUMP MECHANICAL ROOM 134 3.00 hp 10.6 A 3437 W 208 V 3 PPL2 34,36,38 3/4"C., 3#12 &
1#12G.
- - 30AF/20AT
HWP-2 HOT WATER PUMP MECHANICAL ROOM 134 3.00 hp 10.6 A 3437 W 208 V 3 PPL2 35,37,39 3/4"C., 3#12 &
1#12G.
- - 30AF/20AT
HWP-3 HOT WATER PUMP DPW VEHICLE
MAINTENANCE
141 1.00 hp 8.8 A 1647 W 208 V 1 PPL10 20,22 3/4"C., 2#12 &
1#12G.
- - 30AF/20AT
UH-1 HYDRONIC UNIT HEATER MECHANICAL ROOM 134 0.02 hp 1.0 A 108 W 120 V 1 PPL1 8 3/4"C., 2#12 &
1#12G.
- - 20A/1P
UH-2 HYDRONIC UNIT HEATER PARTS ROOM 137 0.08 hp 2.1 A 227 W 120 V 1 PPL1 9 3/4"C., 2#12 &
1#12G.
- - 20A/1P
UH-3 HYDRONIC UNIT HEATER PARTS ROOM 137 0.08 hp 2.1 A 227 W 120 V 1 PPL1 58 3/4"C., 2#12 &
1#12G.
- - 20A/1P
UH-4 HYDRONIC UNIT HEATER FLUIDS ROOM 138 0.05 hp 1.6 A 173 W 120 V 1 PPL1 57 3/4"C., 2#12 &
1#12G.
- - 20A/1P
UH-5 HYDRONIC UNIT HEATER MEZZANINE 3 147 0.02 hp 1.0 A 108 W 120 V 1 PPL1 60 3/4"C., 2#12 &
1#12G.
- - 20A/1P
UH-6 HYDRONIC UNIT HEATER MEZZANINE 3 147 0.02 hp 1.0 A 108 W 120 V 1 PPL1 60 3/4"C., 2#12 &
1#12G.
- - 20A/1P
UH-7 HYDRONIC UNIT HEATER COMPRESSOR ROOM 146 0.02 hp 1.0 A 108 W 120 V 1 PPL1 60 3/4"C., 2#12 &
1#12G.
- - 20A/1P
UH-8 HYDRONIC UNIT HEATER WASH EQUIP 143 0.02 hp 1.0 A 108 W 120 V 1 PPL1 59 3/4"C., 2#12 &
1#12G.
- - 20A/1P
VEF-1 VEHICLE EXHAUST FAN POLICE DEPARTMENT
VEHICLE MAINTENANCE
142 1.50 hp 6.6 A 2140 W 208 V 3 PPL11 7,9,11 3/4"C., 2#12 &
1#12G.
- - 30AF/20AT
VEF-2 VEHICLE EXHAUST FAN DPW VEHICLE
MAINTENANCE
141 1.50 hp 6.6 A 2140 W 208 V 3 PPL11 1,3,5 3/4"C., 2#12 &
1#12G.
- - 30AF/20AT
VEF-3 VEHICLE EXHAUST FAN DPW VEHICLE
MAINTENANCE
141 1.50 hp 6.6 A 2140 W 208 V 3 PPL11 2,4,6 3/4"C., 2#12 &
1#12G.
- - 30AF/20AT
WOH-1 WASTE OIL HEATER DPW VEHICLE
MAINTENANCE
MEZZANINE 3
147 0.25 hp 15.0 A 1620 W 120 V 1 PPL11 16 3/4"C., 2#12 &
1#12G.
- - 20A/1P
FACILITIES CARPENTRY SHOP 123 EQUIPMENT SCHEDULE
NO. DESCRIPTION
LOCATION LOAD
VOLT PHASE PANEL CIRCUIT
CONDUIT & WIRE
SIZE
STARTER CONTROL DEVICE DISCONNECT
NOTESNAME NUMBER HP A W COMPONENT COMPONENT COMPONENT
CS-1 BENCH DRILL PRESS FACILITIES
CARPENTRY SHOP
123 0.00 hp 6.0 A 648 W 120 V 1 PPL7 8 3/4"C., 2#12 &
1#12G.
- 5-20R
CS-2 DISK/BELT SANDER FACILITIES
CARPENTRY SHOP
123 1.00 hp 14.0 A 1512 W 120 V 1 PPL7 10 3/4"C., 2#12 &
1#12G.
- 5-20R
CS-3 BAND SAW FACILITIES
CARPENTRY SHOP
123 0.75 hp 7.0 A 756 W 120 V 1 PPL7 11 3/4"C., 2#12 &
1#12G.
- 5-20R
CS-5 BENCH GRIDER FACILITIES
CARPENTRY SHOP
123 0.20 hp 2.8 A 302 W 120 V 1 PPL7 12 3/4"C., 2#12 &
1#12G.
- 5-20R
CS-6 BENCH PLANER FACILITIES
CARPENTRY SHOP
123 0.00 hp 15.0 A 1620 W 120 V 1 PPL7 13 3/4"C., 2#12 &
1#12G.
- 5-20R
CS-9 TABLE SAW FACILITIES
CARPENTRY SHOP
123 5.00 hp 18.0 A 3370 W 208 V 2 PPL7 15,17 3/4"C., 2#10 &
1#10G.
- L6-30R
CS-10 MITER SAW FACILITIES
CARPENTRY SHOP
123 0.00 hp 15.0 A 1620 W 120 V 1 PPL7 14 3/4"C., 2#12 &
1#12G.
- 5-20R
CS-12b WORKBENCH FACILITIES
CARPENTRY SHOP
123 0.00 hp 11.1 A 1080 W 120 V 1 PPL7 16 3/4"C., 2#12 &
1#12G.
- 5-20R
CS-12b WORKBENCH FACILITIES
CARPENTRY SHOP
123 0.00 hp 11.1 A 1080 W 120 V 1 PPL7 18 3/4"C., 2#12 &
1#12G.
- 5-20R
CS-12b WORKBENCH FACILITIES
CARPENTRY SHOP
123 0.00 hp 11.1 A 1080 W 120 V 1 PPL7 20 3/4"C., 2#12 &
1#12G.
- 5-20R
CS-13 DUST COLLECTOR FACILITIES
CARPENTRY SHOP
123 2.00 hp 7.5 A 2432 W 208 V 3 PPL7 27,29,31 3/4"C., 3#12 &
1#12G.
- - 30AF/20AT
SIGN SHOP 124 EQUIPMENT SCHEDULE
NO. DESCRIPTION
LOCATION LOAD
VOLT PHASE PANEL CIRCUIT
CONDUIT & WIRE
SIZE
STARTER CONTROL DEVICE DISCONNECT
NOTESNAME NUMBER HP A W COMPONENT COMPONENT COMPONENT
SS-1 36" PLOTTER SIGN SHOP 124 0.00 hp 2.1 A 250 W 120 V 1 PPL6 7 3/4"C., 2#12 &
1#12G.
--- - 5-20R
SS-2 PLOTTER COMPUTER SIGN SHOP 124 0.00 hp 1.7 A 162 W 120 V 1 PPL6 7 3/4"C., 2#12 &
1#12G.
--- - 5-20R
SS-7 COMPUTER DESK SIGN SHOP 124 0.00 hp 1.7 A 162 W 120 V 1 PPL6 9 3/4"C., 2#12 &
1#12G.
--- - 5-20R
SS-10 WORKBENCH SIGN SHOP 124 0.00 hp 11.1 A 1080 W 120 V 1 PPL6 5 3/4"C., 2#12 &
1#12G.
--- - 5-20R
SS-11 COMPUTER SIGN SHOP 124 0.00 hp 1.7 A 162 W 120 V 1 PPL6 25 3/4"C., 2#12 &
1#12G.
--- - 5-20R
HIGHWAY SMALL ENGINE REPAIR SHOP 120 EQUIPMENT SCHEDULE
NO. DESCRIPTION
LOCATION LOAD
VOLT PHASE PANEL CIRCUIT
CONDUIT & WIRE
SIZE
STARTER CONTROL DEVICE DISCONNECT
NOTESNAME NUMBER HP A W COMPONENT COMPONENT COMPONENT
SE-1 BELT/DISC SANDER HIGHWAY SMALL ENGINE
REPAIR SHOP
120 0.00 hp 4.5 A 1080 W 120 V 1 PPL5 7 3/4"C., 2#12 &
1#12G.
- 5-20R
SE-3 CHAIN SAW SHARPENER HIGHWAY SMALL ENGINE
REPAIR SHOP
120 0.00 hp 4.3 A 464 W 120 V 1 PPL5 6 3/4"C., 2#12 &
1#12G.
- 5-20R
SE-5 WORKBENCH HIGHWAY SMALL ENGINE
REPAIR SHOP
120 0.00 hp 11.1 A 1080 W 120 V 1 PPL5 5 3/4"C., 2#12 &
1#12G.
- 5-20R
SE-5 WORKBENCH HIGHWAY SMALL ENGINE
REPAIR SHOP
120 0.00 hp 11.1 A 1080 W 120 V 1 PPL5 4 3/4"C., 2#12 &
1#12G.
- 5-20R
SE-5 WORKBENCH HIGHWAY SMALL ENGINE
REPAIR SHOP
120 0.00 hp 11.1 A 1080 W 120 V 1 PPL5 3 3/4"C., 2#12 &
1#12G.
- 5-20R
SE-9 PARTS WASHER HIGHWAY SMALL ENGINE
REPAIR SHOP
120 0.00 hp 1.4 A 151 W 120 V 1 PPL5 8 3/4"C., 2#12 &
1#12G.
- 5-20R
PARKS MOWER REPAPIR SHOP 121 EQUIPMENT SCHEDULE
NO. DESCRIPTION
LOCATION LOAD
VOLT PHASE PANEL CIRCUIT
CONDUIT & WIRE
SIZE
STARTER CONTROL DEVICE DISCONNECT
NOTESNAME NUMBER HP A W COMPONENT COMPONENT COMPONENT
MS-4 WORKBENCH PARKS MOWER REPAIR
SHOP
121 0.00 hp 11.1 A 1080 W 120 V 1 PPL4 12 3/4"C., 2#12 &
1#12G.
- - 5-20R
MS-4 WORKBENCH PARKS MOWER REPAIR
SHOP
121 0.00 hp 11.1 A 1080 W 120 V 1 PPL4 10 3/4"C., 2#12 &
1#12G.
- - 5-20R
SHARED GENERAL WORKSHOP 122 EQUIPMENT SCHEDULE
NO. DESCRIPTION
LOCATION LOAD
VOLT PHASE PANEL CIRCUIT
CONDUIT & WIRE
SIZE
STARTER CONTROL DEVICE DISCONNECT
NOTESNAME NUMBER HP A W COMPONENT COMPONENT COMPONENT
GS-1 BLADE SHARPENER SHARED GENERAL
WORKSHOP
122 0.50 hp 6.0 A 648 W 120 V 1 PPL6 10 3/4"C., 2#12 &
1#12G.
- - 5-20R
GS-2 CHAIN SAW SHARPENER SHARED GENERAL
WORKSHOP
122 0.00 hp 4.3 A 464 W 120 V 1 PPL6 11 3/4"C., 2#12 &
1#12G.
- - 5-20R
GS-5 BENCH GRINDER SHARED GENERAL
WORKSHOP
122 0.00 hp 4.2 A 454 W 120 V 1 PPL6 12 3/4"C., 2#12 &
1#12G.
- - 5-20R
GS-6 2 TON BRIDGE CRANE SHARED GENERAL
WORKSHOP
122 0.00 hp 14.0 A 4539 W 208 V 3 PPL6 13,15,17 3/4"C., 3#10 &
1#10G.
- - 30AF/30AT
GS-8b WORKBENCH SHARED GENERAL
WORKSHOP
122 0.00 hp 11.1 A 1080 W 120 V 1 PPL6 14 3/4"C., 2#12 &
1#12G.
- - 5-20R
GS-8b WORKBENCH SHARED GENERAL
WORKSHOP
122 0.00 hp 11.1 A 1080 W 120 V 1 PPL6 16 3/4"C., 2#12 &
1#12G.
- - 5-20R
GS-8b WORKBENCH SHARED GENERAL
WORKSHOP
122 0.00 hp 11.1 A 1080 W 120 V 1 PPL6 24 3/4"C., 2#12 &
1#12G.
- - 5-20R
DPW VEHICLE MAINTENANCE 141 EQUIPMENT SCHEDULE
NO. DESCRIPTION
LOCATION LOAD
VOLT PHASE PANEL CIRCUIT
CONDUIT & WIRE
SIZE
STARTER CONTROL DEVICE DISCONNECT
NOTESNAME NUMBER HP A W COMPONENT COMPONENT COMPONENT
FS-6A CORD REEL DPW VEHICLE
MAINTENANCE
141 0.00 hp 8.5 A 918 W 120 V 1 PPL10 43 3/4"C., 2#12 &
1#12G.
- 5-20R
MB-1 TIRE CHANGER DPW VEHICLE
MAINTENANCE
141 0.00 hp 15.0 A 1620 W 120 V 1 PPL10 34 3/4"C., 2#12 &
1#12G.
- - 5-20R
MB-2,
MB-3,
MB-19
WELDING RECTPACLE DPW VEHICLE
MAINTENANCE
141 0.00 hp 30.0 A 5616 W 208 V 1 PPL10 71,73 3/4"C., 3#8
&1/#10G.
- - 6-50R
MB-2,
MB-3,
MB-19
WELDING RECTPACLE DPW VEHICLE
MAINTENANCE
141 0.00 hp 30.0 A 5616 W 208 V 1 PPL10 72,74 3/4"C., 3#8
&1/#10G.
- - 6-50R
MB-2,
MB-3,
MB-19
WELDING RECTPACLE DPW VEHICLE
MAINTENANCE
141 0.00 hp 30.0 A 5616 W 208 V 1 PPL10 75,77 3/4"C., 3#8
&1/#10G.
- - 6-50R
MB-4 HOSE CRIMPER DPW VEHICLE
MAINTENANCE
MEZZANINE 3
147 0.00 hp 7.5 A 900 W 120 V 1 PPL11 8 3/4"C., 2#12 &
1#12G.
- - 5-20R LOCATED ON
MEZZANINE
MB-9 18K 2-POST LIFT DPW VEHICLE
MAINTENANCE
141 0.00 hp 19.0 A 3557 W 208 V 1 PPL10 35,37 3/4"C., 2#8 &
1#10G.
- - 6-30R
MB-12 CHOP SAW DPW VEHICLE
MAINTENANCE
MEZZANINE 3
147 0.00 hp 15.0 A 1620 W 120 V 1 PPL11 10 3/4"C., 2#12 &
1#12G.
- - 5-20R LOCATED ON
MEZZANINE
MB-18 BATTERY CHARGER DPW VEHICLE
MAINTENANCE
141 0.00 hp 14.9 A 162 W 120 V 1 PPL10 44 3/4"C., 2#12 &
1#12G.
- - 5-20R
MB-20 PARTS WASHER DPW VEHICLE
MAINTENANCE
141 0.00 hp 1.1 A 162 W 120 V 1 PPL10 59 3/4"C., 2#12 &
1#12G.
- - 5-20R
MB-22 DRILL PRESS DPW VEHICLE
MAINTENANCE
141 0.75 hp 11.2 A 1210 W 120 V 1 PPL10 69 3/4"C., 2#12 &
1#12G.
- - 5-20R
MB-24 POWER WASHER DPW VEHICLE
MAINTENANCE
141 0.00 hp 10.0 A 1080 W 120 V 1 PPL11 12 3/4"C., 2#12 &
1#12G.
- - 5-20R
MB-30a 70000LBS INGROUND LIFT
CONTROL PANEL
DPW VEHICLE
MAINTENANCE
141 0.00 hp 33.0 A 10700 W 208 V 3 PPL10 36,38,40 3/4"C., 3#8 &
1#10G.
- - 100AF/80AT
MB-31 REF. RECOVERY MACHINE DPW VEHICLE
MAINTENANCE
141 0.00 hp 12.0 A 1296 W 120 V 1 PPL11 13 3/4"C., 2#12 &
1#12G.
- - 5-20R
MB-35b WORKBENCH DPW VEHICLE
MAINTENANCE
141 0.00 hp 8.5 A 918 W 120 V 1 PPL10 64 3/4"C., 2#12 &
1#12G.
- - 5-20R
MB-38 BAND SAW DPW VEHICLE
MAINTENANCE
141 0.00 hp 12.0 A 1296 W 120 V 1 PPL11 14 3/4"C., 2#12 &
1#12G.
- - 5-20R
MB-39 BENCH GRINDER DPW VEHICLE
MAINTENANCE
141 0.00 hp 4.8 A 518 W 120 V 1 PPL10 70 3/4"C., 2#12 &
1#12G.
- - 5-20R
MB-40 18K 2-POST LIFT DPW VEHICLE
MAINTENANCE
141 0.00 hp 22.5 A 4212 W 208 V 1 PPL10 39,41 3/4"C., 2#8 &
1#10G.
- - 6-30R
MB-41 BRIDGE CRANE DPW VEHICLE
MAINTENANCE
141 0.00 hp 117.0 A 37936 W 208 V 3 PPL10 63,65,67 2"C; 3#1/0 & 1#6G - - 200AF/150AT
MB-42 HIGH LEVEL ALARM DPW VEHICLE
MAINTENANCE
141 0.00 hp 6.6 A 713 W 120 V 1 PPL10 68 3/4"C., 2#12 &
1#12G.
- - HARDWIRED
MB-42 HIGH LEVEL ALARM DPW VEHICLE
MAINTENANCE
141 0.00 hp 0.1 A 6 W 120 V 1 PPL11 15 3/4"C., 2#12 &
1#12G.
- - HARDWIRED
MB-44 FLUID SUMP ALARM DPW VEHICLE
MAINTENANCE
141 0.00 hp 0.1 A 6 W 120 V 1 PPL10 62 3/4"C., 2#12 &
1#12G.
- - HARDWIRED
MB-45 TIGHT TANK HIGH LEVEL ALARM DPW VEHICLE
MAINTENANCE
141 0.00 hp 0.1 A 6 W 120 V 1 PPL10 66 3/4"C., 2#12 &
1#12G.
- - HARDWIRED
POLICE DEPARTMENT VEHICLE MAINTENANCE 142 EQUIPMENT SCHEDULE
NO. DESCRIPTION
LOCATION LOAD
VOLT PHASE PANEL CIRCUIT
CONDUIT & WIRE
SIZE
STARTER
CONTROL
DEVICE DISCONNECT
NOTESNAME NUMBER HP A W COMPONENT COMPONENT COMPONENT
FS-6B CORD REEL POLICE DEPARTMENT
VEHICLE MAINTENANCE
142 0.00 hp 8.5 A 918 W 120 V 1 PPL10 47 3/4"C., 2#12 &
1#12G.
- - 5-20R
MB-2,
MB-3,
MB-19
WELDING RECTPACLE POLICE DEPARTMENT
VEHICLE MAINTENANCE
142 0.00 hp 30.0 A 5616 W 208 V 1 PPL10 76,78 3/4"C., 3#8
&1/#10G.
- - 6-50R
PB-3 BRAKE/ROTOR MACHINE POLICE DEPARTMENT
VEHICLE MAINTENANCE
142 0.00 hp 15.0 A 1620 W 120 V 1 PPL10 48 3/4"C., 2#12 &
1#12G.
- - 5-20R
PB-4 TIRE CHANGER POLICE DEPARTMENT
VEHICLE MAINTENANCE
142 0.00 hp 12.0 A 1296 W 120 V 1 PPL10 42 3/4"C., 2#12 &
1#12G.
- - 5-20R
PB-5 TIRE BALANCER POLICE DEPARTMENT
VEHICLE MAINTENANCE
142 0.00 hp 15.0 A 1620 W 120 V 1 PPL10 49 3/4"C., 2#12 &
1#12G.
- - 5-20R
PB-6 BENCH GRINDER POLICE DEPARTMENT
VEHICLE MAINTENANCE
142 0.00 hp 3.7 A 400 W 120 V 1 PPL10 50 3/4"C., 2#12 &
1#12G.
- - 5-20R
PB-10 BATTERY CHARGER POLICE DEPARTMENT
VEHICLE MAINTENANCE
142 0.00 hp 14.9 A 1609 W 120 V 1 PPL10 51 3/4"C., 2#12 &
1#12G.
- - 5-20R
PB-11 10K 2-POST LIFT POLICE DEPARTMENT
VEHICLE MAINTENANCE
142 0.00 hp 10.2 A 1909 W 208 V 1 PPL10 53,55 3/4"C., 3#8
&1/#10G.
- - 6-20R
PB-20 SHOP VAC POLICE DEPARTMENT
VEHICLE MAINTENANCE
142 0.00 hp 8.5 A 918 W 120 V 1 PPL10 46 3/4"C., 2#12 &
1#12G.
- - 5-20R
PB-21 BENCH DRILL PRESS POLICE DEPARTMENT
VEHICLE MAINTENANCE
142 0.50 hp 7.6 A 821 W 120 V 1 PPL10 56 3/4"C., 2#12 &
1#12G.
- - 5-20R
PB-23 16K 2-POST LIFT POLICE DEPARTMENT
VEHICLE MAINTENANCE
142 4.00 hp 22.5 A 4212 W 208 V 1 PPL10 52,54 3/4"C., 3#8
&1/#10G.
- - 6-30R
WASH BAY 143 & 144 EQUIPMENT SCHEDULE
NO. DESCRIPTION
LOCATION LOAD
VOLT PHASE PANEL CIRCUIT
CONDUIT & WIRE
SIZE
STARTER CONTROL DEVICE DISCONNECT
NOTESNAME NUMBER HP A W COMPONENT COMPONENT COMPONENT
VW-1 PRESSURE WASHER WASH EQUIP 143 7.50 hp 40.0 A 12970 W 208 V 3 PPL9 8,10,12 3/4"C., 3#8
&1/#10G.
- - HARDWIRED
VW-1A CONTROL PANEL WITH E-STOP WASH EQUIP 143 0.00 hp 11.1 A 1080 W 120 V 1 PPL9 9 3/4"C., 2#12 &
1#12G.
- - HARDWIRED
VW-2 HOT WATER HEATER WASH EQUIP 143 0.00 hp 0.0 A 1080 W 120 V 1 PPL9 11 3/4"C., 2#12 &
1#12G.
- - 20A/1P
VW-5 UNDERCARRIAGE PUMP SKID WASH EQUIP 143 40.00 hp 114.0 A 36963 W 208 V 3 PPL9 15,17,19 1 1/2"C., 3#1/0 &
1#4G.
- - HARDWIRED
VW-5A UNDERCARRIAGE WASH
CONTROLS
WASH EQUIP 143 0.00 hp 11.1 A 1080 W 120 V 1 PPL9 14 3/4"C., 2#12 &
1#12G.
- - HARDWIRED
VW-9 WATER RECLAIM SYSTEM WASH EQUIP 143 3.00 hp 10.6 A 3437 W 208 V 3 PPL9 16,18,20 3/4"C., 3#12 &
1#12G.
- - HARDWIRED
VW-9A WATER RECLAIM CONTROLS WASH EQUIP 143 0.00 hp 15.0 A 1620 W 120 V 1 PPL9 13 3/4"C., 2#12 &
1#12G.
- - HARDWIRED
VW-9B WATER RECLAIM OZONE WASH EQUIP 143 0.00 hp 11.1 A 1080 W 120 V 1 PPL9 21 3/4"C., 2#12 &
1#12G.
- - HARDWIRED
PLUMBING EQUIPMENT SCHEDULE
NO. DESCRIPTION
LOCATION LOAD
VOLT PHASE PANEL CIRCUIT
CONDUIT & WIRE
SIZE
STARTER CONTROL DEVICE DISCONNECT
NOTESNAME NUMBER HP A W COMPONENT COMPONENT COMPONENT
AC-1 AIR COMPRESSOR COMPRESSOR ROOM 146 10.00 hp 55.0 A 10296 W 208 V 1 PPL3 11,13,15 3/4"C., 3#8 & 1#8G. - - 100AF/70AT
CP-1 CIRCULATION PUMP MECHANICAL ROOM 134 0.00 hp 0.0 A 450 W 120 V 1 PPL3 8 3/4"C., 2#12 &
1#12G.
- - 20A/1P
FP-AC-1 AIR COMPRESSOR 1.50 hp 11.0 A 2059 W 208 V 1 PPL3 10,12 3/4"C., 2#12 &
1#12G.
- - 20A/1P
GHW-1
A
GAS HOT WATER HEATER MECHANICAL ROOM 134 0.00 hp 5.8 A 626 W 120 V 1 PPL2 41 3/4"C., 2#12 &
1#12G.
- - 20A/1P
GWH-1
B
GAS HOT WATER HEATER MECHANICAL ROOM 134 0.00 hp 5.8 A 626 W 120 V 1 PPL2 42 3/4"C., 2#12 &
1#12G.
- - 20A/1P
1
1
1
1
1
1
NOTES:
1. ALL DISCONNECTECS, VFDS, MOTOR STARTERS ETC FOR HVAC/MECHANICAL EQUIPMENT SHALL BE PROVIDED BY THE MECHANCIAL CONTRACTOR AND WIRED BY THE
ELECTRICAL CONTRACTOR.
2. ELECTRICAL CONTRACTOR SHALL REPLACE ANY EXISTING EQUIPMENT PLUGS/CORDS WHICH ARE DAMANGED.
3. ALL EQUIPMENT RECEPTACLES SHALL BE VERIFED PRIOR TO PURCHASE AND INSTALLATION.
1
1
1
1
1
2
2
1 10/04/19 ADDENDUM 1
2 10/07/19 ADDENDUM 2
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
SEPTEMBER 13, 2019
ELECTRICAL
SCHEDULES
SHEET IV
E605
Author
Checker
Approver
2170117-E
BIDDING
7Display, Accent and Task lighting must be independently controlled from other lighting in the space. It is required to Auto Off with occupancy sensors or time switch control, but is exempt from automatic daylighting control.
6Manual bilevel lighting reduction control must allow ≥50% of the general lighting to be manually turned off by a control device located in the space.
5Code requires automatic continuous dimming with full Off capability in daylighting areas of offices, classrooms, labs and library reading rooms.
4Automatic daylight control required where ≥150W of lighting is in the toplight or sidelight daylight area. Continuous dimming with Off is used and assumes 0-10V dimming fixtures in daylight and non-daylight area unless known otherwise.
3 Exterior / Parking / Site lighting must Auto Off during daylight hours, reduce by at least 30% between the hours of midnight and 6AM or from one hour after business close until 6AM before business opening.
2 Partial Auto Off must reduce lighting by ≥50% during normal operating hours in warehouse aisles and warehouse open areas. Each aisle must be independently controlled. Full Auto Off would comply with Partial Auto Off.
NOTES:
1 Lighting may be Manual On or Auto Partial On to ≤50%. Full Auto On to 100% is only permitted in Public Corridors, Stairways, Primary Entrances, Lobbies, Restrooms and where Manual On endangers safety or security
Exterior / Parking Lots /
Site Lighting 6AM 12:00 AM X Dusk Auto On with astronomical time switch or photocell; Reduce at least 30% from midnight or up to one hour after business close. Auto On to full at 6:00AM or up to one hour before business open. Dawn Auto Off.
Building Façade / Landscape open close X Dusk Auto On with astronomical time switch or photocell; Evening Time Auto Off as a function of close time. Morning Time On as a function of open time; Dawn Auto Off.
Vehicle Storage open close X Time On 100%; Local control device; After hour occupancy sensor Auto On/Off
Wash Bay open close X Time On 100%; Local control device; After hour occupancy sensor Auto On/Off
Maintenance Shop open close X Time On 100%; Local control device; After hour occupancy sensor Auto On/Off
Shops open close X Time On 100%; Local control device; After hour occupancy sensor Auto On/Off
Locker Room 50% 20 min Auto On 50%; Occupancy sensor Auto Off
Storage Rooms 50% 20 min Auto On 50%; Occupancy sensor Auto Off
Corridor 100% 20 min X X Auto On 100%. Occupancy sensor Auto Off; Where ≥150W in daylight area, use continuous dimming daylighting control and dimmer switch.
Waiting Room 100% 20 min X X Auto On 50%; Occupancy sensor Auto Off; Local control and 50% light reduction with two on/off controls
Lunch/Break Rooms/Lounges 50% 20 min X X X Auto On 50%; Occupancy sensor Auto Off; Local control and 50% light reduction with two on/off controls
Restroom 100% 20 min Auto On 100%. Occupancy sensor Auto Off; Local control and ≥50% light reduction with two on/off controls;
Janitor Closet X 20 min Manual On; Occupancy sensor Auto Off; Local control device.
Fuel Storage Room X Manual On/Off
Electrical/Mech/Equip Rooms X Manual On/Off
Copy/Print Room 50% 20 min Auto On 50%; Occupancy sensor Auto Off; Local control and ≥50% light reduction with two on/off controls
Conference/Meeting Room 50% 20 min X X X X Auto On 50%; Occupancy sensor Auto Off; Local control and ≥50% light reduction with two on/off controls
Training rooms 50% 20 min X X X X Auto On 50%; Occupancy sensor Auto Off; Local control and ≥50% light reduction with two on/off controls
Open Office Areas 50% 20 min X X X X Auto On 50%; Occupancy sensor Auto Off; Local control and ≥50% light reduction with two on/off controls
Private Offices 50% 20 min X X X X Auto On 50%; Occupancy sensor Auto Off; Local control and ≥50% light reduction with two on/off controls
ROOM TYPE OCCUPANCY SENSOR TIME SWITCH DAYLIGHT CONTROL LT REDUCT MANUAL CONTROL SEQUENCE OF OPERATIONAUTO ON (NOTE 1)MANUAL ON (VACANCY)AUTO OFF (30MIN MAX)PARTIAL OFF AT NORMAL HOURS (NOTE 2)AUTO OFF AFTER HOURS (30MIN MAX)TIME ONTIME OFFASTRONOMIC OR PHOTOCELL ON/OFFAUTO STEP CONTROL WITH OFF (NOTE 4) AUTO CONTINUOUS DIM WITH OFF (NOTE 4 & 5)MANUAL BI-LEVEL REDUCTION CONTROl (NOTE 6)MANUAL CONTINUOUS DIM CONTROLMANUAL ON/OFF SWITCHMANUAL DIMMER SWITCHDISPLAY, ACCENT, TASK CONTROL (NOTE 7)LIGHTING CONTROL SEQUENCE OF OPERATIONS
Total Connected Current (Amps)23 A
Total Connected Load (kVA)8.3 kVA
Total kVA 3.8 kVA 2.8 kVA 2.7 kVA
41 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 42
39 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 40
37 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 38
35 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 36
33 34
31 32
29 30
27 28
25 26
23 24
21 22
19 1.1 20
17 ACCU-4 20 A 2
1.1 18
15 LCP1 20 A 1 0.5 0.5 1 20 A LCP2 16
13 RCPT 20 A 1 0.5 0.2 1 20 A RCPT 14
11 TV TRAINING / STORM EVENT ROOM... 20 A 1 0.2 0.4 1 20 A TV's 12
9 TV's 20 A 1 0.4 0.4 1 20 A RCPT 10
7 RCPT 20 A 1 0.2 0.4 1 20 A SYSTEM FURNITURE 8
5 RCPT 20 A 1 0.2 1.0 6
3 RCPT 20 A 1 0.2 1.0 4
1 RCPT 20 A 1 0.5 1.0
3 20 A SYSTEM FURNITURE
2
CKT DESCRIPTION
CB
Size Poles A B C Poles
CB
Size DESCRIPTION CKT
Location:ELECTRICAL ROOM 135 Manufacturer:
Fed From:DISTRIBUTION SECTION A.I.C. Rating:22,000 AMPS SYMMETRICAL
Phase/Wire:3/4 MLO Rating:100.0 A
Voltage:208Y/120
Panel ID: PPL1A
**SHUNT TRIP**
Total Connected Current (Amps)43.9 A
Total Connected Load (kVA)15.8 kVA
Total kVA:6.3 kVA 6.0 kVA 3.6 kVA
41 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 42
39 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 40
37 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 38
35 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 36
33 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 34
31 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 32
29 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 30
27 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 28
25 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 26
23 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 24
21 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 22
19 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 20
17 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 18
15 MB-42 DPW VEHICLE MAINTENANCE... 20 A 1 0.0 1.8 1 20 A WOH-1 DPW VEHICLE MAINTENANCE... 16
13 MB-31 DPW VEHICLE MAINTENANCE... 20 A 1 1.4 1.4 1 20 A RCPT DPW VEHICLE MAINTENANCE... 14
11 0.8 1.2 1 20 A MB-24 DPW VEHICLE MAINTENANCE... 12
9 0.8 1.8 1 20 A MB-12 10
7 VEF-1 POLICE DEPARTMENT VEHICLE
MAINTENANCE 142 20 A 3
0.8 1.0 1 20 A MB-4 DPW VEHICLE MAINTENANCE... 8
5 0.8 0.8 6
3 0.8 0.8 4
1 VEF-2 DPW VEHICLE MAINTENANCE
141 20 A 3
0.8 0.8
3 20 A
VEF-3 DPW VEHICLE MAINTENANCE
141
2
CKT DESCRIPTION
CB
Size Poles A B C Poles
CB
Size DESCRIPTION CKT
Location:POLICE DEPARTMENT VEHICLE...Manufacturer:
Fed From:PPL10 A.I.C. Rating:22,000 AMPS SYMMETRICAL
Phase/Wire:3/4 MCB Rating:250.0 A
Voltage:208Y/120 **SHUNT TRIP MCB**
Panel ID: PPL11
1
1
2
1 10/04/19 ADDENDUM 1
2 10/07/19 ADDENDUM 2
LC 22377A-LOT 2 G.Rail3' Riser6' Riser2"2"(Typ)ABANDONED 12"RCP
12"CMP12"RCP12"RCP12"RCP
15"RCP
12"DIP 18"DIP12"DIP1
2
"
DIP
2
4"Comp
o
s
it
e
18"DIP15"Composite1
2
"
D
IP StubbedStubbed24"CompositeB U C KI S L A N DR O A DTOWN
BROOK
ROAD
SP
P
P
P
P
P
EXISTING HIGHTWAY DEPARTMENT
OFFICES AND GARAGE TO REMAIN
SEE NOTE 4
EXISTING SALT SHEDS TO BE REMOVED
EXISTING PARKS GARAGE TO BE DEMOLISHED
SEE NOTE 2
EXISTING POLICE MECHANIC GARAGE TO BE DEMOLISHED
SEE NOTE 2
EXISTING FUEL ISLAND TO REMAIN
NOTE 4
REMOVE CONDUIT, FEEDERS AND CONTROLS
FOR EXISTING MOTORIZED GATES BACK TO
SOURCE
REMOVE EXISTING OVERHEAD SECONDARY WIRING
SALT SHED IS EXISTING TO REMAIN
SEE NOTE 5
EXISTING OVERHEAD TUILITY LINES TO REMAIN
EXISTING OVERHEAD TUILITY LINES TO REMAIN
EXISTING OVERHEAD TUILITY LINES TO REMAIN
EXISTING OVERHEAD TUILITY LINES TO REMAIN
REMOVE EXISTING OVERHEAD SECONDARY WIRING
EXISTING UTILITY POLE TO REMAIN.
EXISTING RANSFORMERS TO BE
REMOVED BY UTILITY
EXISTING UTILITY METER TO BE REMOVED
SEE NOTE 3
EXISTING UNDERGROUND FUEL ISLAND CONDUIT AND
WIRE TO REMAIN. PROTECT CONDUIT AND WIRING
DURING CONSTRUCTION. ANY DAMAGE DONE DURING
CONSTRUCTION SHALL BE REPAIRED AT NOT COST TO
THE OWNER
EXISTING MOTORIZED GATE TO BE REMOVED
EXISTING MOTORIZED GATE TO BE REMOVED
EXISTING UTILITY POLE TO REMAIN
EXISTING UTILITY POLE TO REMAIN
EXISTING UTILITY POLE TO REMAIN
REMOVE EXISTING
OVERHEAD SECONDARY
WIRING
EXISTING UTILITY POLE TO REMAIN
EXISTING TRANSFORMERS TO BE REMOVED BY UTILITY
EXISTING UTILITY POLE TO REMAIN
1
0'15' 30' 60'
SCALE: 1" = 30'
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
SEPTEMBER 13, 2019
ELECTRICAL SITE
DEMOLITION PLAN
ED002
CAP
DNM
RFM
2170117-E
BIDDING
1" = 30'-0"ED002
1 ELECTRICAL SITE DEMOLITION PLAN
DRAWING NOTES:
1. REFER TO DRAWING E001 FOR ELECTRICAL LEGEND, ABBREVIATIONS AND GENERAL NOTES.
2. REMOVE ALL UNDERGROUND AND ABOVE GROUND FEEDERS, CONDUIT AND WIRING TO EXISTING
BUILDINGS TO BE DEMOLISHED.
3. REMOVE EXISTING WEATHERHEAD AND CONDUIT AND WIRING TO SERVICE ENTRANCE EQUIPMENT.
PREPARE EXISTING EQUIPMENT FOR REUSE. HIGHWAY DEPARTMENT OFFICES AND GARAGE TO BE
REFEDD FROM NEW DPW. REFER TO ELECTRICAL SITE PLAN E002 AND ONE-LINE DIAGRAM E601 FOR
FURTHER INFORMATION.
4. ALL EXISTING POWER, LIGHTING, FIRE ALARM, TELECOM AND CONTROLS SYSTEMS SHALL REMAIN
INSTALLED AND FUNCTIONAL UNTIL NEW SYSTEMS AND FEEDERS FROM NEW DPW BUILDING ARE
INSTALLED. COORDINATE ANY SHUTDOWNS WITH OWNER.
5. EXISTING SALT SHED CONDUITS AND WIRING ARE TO REMAIN INTACT. PROTECT CONDUIT AND WIRES
FEEDING SALT SHED DURING CONSTRUCTION. ANY DAMAGE DONE DURING CONSTRUCTION SHALL BE
REPAIRED AT NOT COST TO THE OWNER.
1
1 10/04/19 ADDENDUM 1
BEACONF
ANN
I
TO ADDITIONAL
INITIATING DEVICES
FIRE ALARM REMOTE
ANNUNCIATOR
FIRE
ALARM
CONTROL
PANEL
FIRE ALARM
MASTER BOX
PPL1-1
3/4" CONDUIT TO MAIN
TELEPHONE ROOMF
F
S
AREA 'A'
F F
F F F F
F
F F
S S SS SSS
F
F F
F
F
F
F FF F
F FFAREA 'B'
F
F F F F
FFAREA 'C'F F F
F
F
F
F
F
F
MEZZANINE 'B'
MEZZANINE 'C'
F F
15 15 15 15 15 15 15 15 15 15
15 15 15 30 30 30 30 30 30
15 15 15 30 15 30 15 15
30 15 110 110 110 110 110
60 30 15 75 75 1575 75 75
75 75 60 15
60 60
FSFF
F
F
F
FF
F
F
AREA 'A'
S
S
S AREA 'B'
AREA 'C'F F
MEZZANINE 'B'
MEZZANINE 'C'
FS TSPS
SPRINKLER SYSTEM
RAI
RAI RAI
RAI
COCO
TO ADDITIONAL
INITIATING DEVICES
CO
1
S
I I
S
S
F 60
F
F
FR
CEILING FAN
SHUTDOWN
FR
CEILING FAN
SHUTDOWN
FR
CEILING FAN
SHUTDOWN
M
1.REFER TO DRAWING E001 FOR LEGEND, SYMBOLS AND GENERAL NOTES THAT MAY PERTAIN TO THIS
DRAWING.
2.REFER TO THE FLOOR PLANS FOR THE EXACT QUANTITY AND LOCATION OF EQUIPMENT.
3.COORDINATE DIGITAL DIALER REQUIREMENTS WITH TOWN FIRE OFFICIALS.
4.ALL COMMON AREA PANELS OR EXTERIOR DEVICE LOCATIONS SHALL BE COORDINATED WITH THE
ARCHITECT AND TOWN FIRE OFFICIALS.
5.DISTRIBUTOR SHALL PROVIDE AN INSTALLATION WIRING DIAGRAM SHOWING EACH AND EVERY DEVICE.
6.EXACT WIRING SHALL BE PER MANUFACTURER'S REQUIREMENTS.
7.WIRING FOR INITIATION AND NOTIFICATION CIRCUITS SHALL BE CLASS A" UNLESS OTHERWISE
NOTED.
8.WIRING SHALL BE TYPE MC FIRE ALARM CABLE ABOVE HUNG CEILINGS AND IN PARTITIONS. EMT SHALL BE
PROVIDED IN UNFINISHED AREAS UNLESS OTHERWISE NOTED, NO PVC CONDUIT SHALL BE UTILIZED.
9.MINIMUM WIRE SIZE SHALL BE #18 AWG. (ADDRESSABLE LOOP) #16 AWG FOR HORN AND LIGHT CIRCUITS.
LARGER CONDUCTORS SHALL BE PROVIDED IF SO SPECIFIED BY THE MANUFACTURER.
10.EACH INITIATING DEVICE CONNECTED TO THE ADDRESSABLE LOOP SHALL BE ANNUNCIATED
SEPARATELY.
11.ADDRESSABLE LOOP SHALL BE DESIGNED WITH 30% SPARE CAPACITY (ANALOG AND
MONITOR/CONTROL POINTS).
12.HORNS AND STROBE LIGHTS SHALL BE SYNCHRONIZED, EACH CIRCUIT DESIGNED WITH 30% SPARE
CAPACITY. HORN SILENCE CAPABILITY SHALL BE PROVIDED IF REQUIRED BY THE AHJ.
13.MC CABLE FOR FIRE ALARM SERVICE SHALL HAVE A RED IDENTIFIER ALONG ITS ENTIRE LENGTH. JUNCTION BOX
COVERS AND CONDUIT COUPLINGS FOR ALL FIRE ALARM WIRING RACEWAYS SHALL BE PAINTED RED PRIOR TO
INSTALLATION.
FIRE ALARM DIAGRAM NOTES :
EXACT LOCATION AND QUANTITY TO BE DETERMINED BY
ANTENNA VENDOR ONCE BUILDIGN CONSTRUCTION IS
COMPLETE AND SIGNAL STRENGTH HAS BEEN
DETERMINED
EQUIPMENT LIST:
TRX MODEL 61-71-50-A0.51-G1 80dB ADJUSTABLE GAIN BI-DIRECTIONAL SIGNAL AMPLIFIER
(BDA) OR EQUIVALENT HONEYWELL MODEL OR APPROVED EQUAL
BDA HOUSED IN LOCKABLE NEMA 4X WEATHERPROOF HOUSING COLORED FIRE ENGINE RED
AND MARKED " FIRE AND POLICE DEPT RADIO".
DC POWER EVERT WITH BACKUP BATTERY AND CHARGER: SC-49 SMART CHARGER AND
WERKER WKA12-80C/FR BATTERY OR APPROVED EQUAL
ANDREW LDF4-50, HELIAX 1/2" FIRE RETARDANT COAX CABLE 50 OHM OR APPROVED EQUAL
ANDREW 540EZNMV 1/2" CONNECTORS OR APPROVED EQUAL
PCTEL MLPV450 IN BUILDING ANTENNA OR APPROVED EQUAL
OCTEL MYA4706 480 MHZ YAGI ANTENNA OR APPROVED EQUAL
TERRAWAVE NEMA 4 BATTERY BOX OR APPROVED EQUAL
AXELL WIRELESS DIRECTIONAL COUPLER OR APPROVED EQUAL
MINI CIRCUITS RF POWER SPLITTER
LEVEL 1
ROOF
BDA
7 YAGI ANTENNA
1 1/4" MAST GROUNDED TO BUILDING STEEL
LIGHTNING ARRESTOR WITH GROUND
12
8
AC3
BDAAP FACP
ANTENNA ANTENNA
10 6
1/2" COAX CABLE 4
8-CONDUCTOR
18-24 GA CABLE
BDA ANNUNCIATOR PANEL NEXT TO FACP
CONNECTION TO FIRE ALARM PANEL.
5 SUPERVISORY MODULES REQUIRED.
-BDA ANTENNA FAILURE
-BDA TROUBLE
-BDA POWER LOSS
-BDA CHARGER TROUBLE
-BDA LOW BATTERY
1
2
3
4
5
6
7
8
9
10
PERMISSIBLE IN-BUILDING RADIO SYSTEM:
1. THE DOWNLINK AND UPLINK (FROM AND TO YARMOUTH FIRE DEPARTMENT) PASS
BAND OF THE BDA SHALL HAVE A CENTER OF FREQUENCY AS REQUIRED BY THE THE
YARMOUTH FIRE DEPARTMENT
2. THE SYSTEM INSTALLED MUST COMPLY WITH APPLICABLE SECTIONS OF FCC RULES
PART 22, PART 90 AND PART 101.
3. ALL IN BUILDING RADIO SYSTEMS SHALL BE COMPATIBLE WITH BOTH ANALOG AND
DIGITAL COMMUNICATIONS SIMULTANEOUSLY AT THE TIME OF INSTALLATION
4. PERMANENT EXTERNAL FILTERS OR ATTACHMENTS SHALL NOT BE PERMITTED
ACCEPTANCE TESTING
1. THE MINIMUM ACCEPTABLE DELIVERED AUDIO QUALITY (DAQ) IS 4.
2. DELIVERED AUDIO QUALITY (DAQ) TESTING TO YARMOUTH FIRE DEPARTMENT RADIO
PERSONNEL TO ENSURE THAT TWO WAY RADIO COVERAGE, ON ENTIRE BUILDING
MEETS MINIMUM COVERAGE REQUIREMENTS. AT LEAST FIVE (5) BUSINESS DAYS
NOTICE IS REQUIRED PRIOR TO THE TEST BEING CONDUCTED. AT THE TIME OF THIS
TEST, THE FOLLOWING ARE ALSO REQUIRED:
a. THE RADIO TECHNICIAN SHALL CERTIY THAT THE IN-BUILDING RADIO SYSTEM
WAS INSTALLED AND TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF
THE CURRENT YARMOUTH FIRE DEPARTMENT IN BUILDING RADIO
SPECIFICATIONS.
b. A RADIO SERVICE COMPANY SHALL CERTIFY THAT A MAINTENANCE CONTRACT
IN EFFECT THAT PROVIDE 24 HOUR BY 7 DAY RESPONSE ON CASE OF
NOTIFICATION OF A SYSTEM PROBLEM. THIS CONTRACT MUST BE FOR A
PERIOD OF AT LEAST 1 YEAR
c. RF PLOTTING (GRID TESTS) RESULTS, GAIN VALUES OF ALL AMPLIFIERS, AS
BUILT DRAWIGNS (BDA MANUFACTURER, MODEL NUMBER, FCC CERTIFICATION
NUMBER) AND A LINK BUDGET MUST BE SUBMITTED.
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
SEPTEMBER 13, 2019
FIRE ALARM
RISER DIAGRAM
FA001
Author
Checker
Approver
2170117-E
BIDDING
NOT TO SCALEFA001
1 Fire Alarm Riser Diagram
NOT TO SCALEFA001
2 Fire Alarm Riser Notes
NOT TO SCALEFA001
3 BIDIRECTIONAL AMPLIFIER SYSTEM DETAIL
1 10/04/19 ADDENDUM 1
PFF
F F
F
F
F
SS
FF
F
F
F
F
F
F
F
F
F
F
F RAIF
F
S
F
F
F
F
F
F
F
F F
F
F
F
F
F FFR
FR
FR
F
RAI
FFK FM9
9
10
10
11
11
12
12
13
13
A.1 A.1AA
B.2 B.2
8.5
8.5
9.8
9.8
10.3
10.3
13.1
13.1
15
15
B.8 B.8
D D
C C
12.3
12.3
11.3
11.3
C.5 C.5
14
14
B B
OFFICE MGR
104
CEMETERY OFFICE
105
TOWN ENGINEER
106
HIGHWAY SUPER.
107
PARKS
SUPERVISOR
OFFICE
128
GROUNDS SUPER.
108
ENTRY / VESTIBULE
101
CONFERENCE
ROOM
102
DIRECTOR OFFICE
103
ENGINEERING
OPEN OFFICE
131
ADMIN AREA
132
TEL/DATA
115
FACILITIES
CARPENTRY SHOP
123
SIGN SHOP
124
TABLE AND COT
STORAGE
113
STOR.
109
FILE STORAGE
110
PPE STOR
116
JAN. CL
119
PARKS MOWER
REPAIR SHOP
121
ENTRY VESTIBULE
127STORM EVENT
OFFICE
126
KITCHEN AREA
129
FEMALE TOILET
111
COPY/ FILE/ MAIL
AREA
133
MALE TOILET
112
TRAINING / STORM
EVENT ROOM
114
SHARED GENERAL
WORKSHOP
122
HIGHWAY SMALL
ENGINE REPAIR
SHOP
120
BDA CL
130
MEN'S LOCKER
ROOM
117
15cd
15cd
30cd
15cd
15cd
15cd15cd
15cd 15cd
15cd
30cd
15cd
15cd
15cd
30cd 30cd
30cd
30cd
30cd
30cd
15cd
30cd
30cd30cd
30cd
110cd 110cd
8.9
8.9 14.3
14.39.4
9.4
CO
COCO
30cd
30cd
CO1 NO
3/4"C WITH PULL
STRING TO GAS
DETECTION PANEL
(SEE NOTE 3)
NO CO1
3/4"C WITH PULL
STRING TO GAS
DETECTION PANEL
(SEE NOTE 3)
CO1
NO
3/4"C WITH PULL
STRING TO GAS
DETECTION PANEL
(SEE NOTE 3)
CO1
NO
3/4"C WITH PULL
STRING TO GAS
DETECTION PANEL
(SEE NOTE 3)
CO1 NO
3/4"C WITH PULL
STRING TO GAS
DETECTION PANEL
(SEE NOTE 3)
CO1 NO
CF-2
CF-1
CF-1
FIRE ALARM RELAY FOR
CEILING FAN SHUTDOWN (TYP.)
BI-DIRECTIONAL AMPLIFIER.
ENCLOSURE MUST BE MOUNTED
ON UNISTRUT
FIRE ALARM ANNUNCIATOR PANEL
1
1
1
1
1
CO
15cd
1LOW FREQUENCY
HORN STROBE
1
1
1
1
1
KNOX BOX
0' 4' 8'16'
SCALE: 1/8" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
SEPTEMBER 13, 2019
LEVEL 1 FIRE
ALARM PLAN "A"
FA101
Author
Checker
Approver
2170117-E
BIDDING
1/8" = 1'-0"FA101
1 LEVEL 1 FIRE ALARM AREA "A"
DRAWING NOTES:
1. REFER TO FA001 FOR LEGEND, GENERAL NOTES AND RISER
DIAGRAM.
2. REFER TO E001 FOR ABBREVIATIONS AND ADDITIONAL GENERAL
NOTES.
3. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE GAS
DETECTION SYSTEM VENDOR TO FURNISH AND INSTALL ALL
CONDUIT AND MOUNTING BOXES. WIRING AND DEVICES SHALL BE
FURNISHED, INSTALLED AND FINAL CONNECTIONS MADE BY THE
GAS DETECTION VENDOR.
4. ALL CONDUITS IN THE VEHICLE & EQUIPMENT STORAGE SHALL BE
FED FROM OVERHEAD. NO CONDUITS SHALL BE RUN UP THROUGH
THE SLAB.
1 10/04/19 ADDENDUM 1
UP
F
F
F
F
F F F F
F F F
F
RAI
RAI
FFF
FR
FR FR FR
F
F
FF
F
RAIFF FF
8
8
6
6
9
9
10
10
8.2
8.2
11
11
12
12
13
13
8.5
8.5
9.8
9.8
10.3
10.3
D D
G G
H H
I.1
I.1
F F
E E
I I
7
7
6.5
6.5
ELECTRICAL ROOM
135
FILE STORAGE
110
MECHANICAL
ROOM
134
VEHICLE AND
EQUIPMENT
STORAGE
136
TRAINING / STORM
EVENT ROOM
114
30cd
15cd
FACP
110cd 110cd 110cd 110cd
110cd 110cd 110cd
110cd
7.3
7.3
110cd
8.9
8.9
9.4
9.4
CO
CO
CO1 NO
3/4"C WITH PULL
STRING TO GAS
DETECTION PANEL
(SEE NOTE 3)
CO1 NO
3/4"C WITH PULL
STRING TO GAS
DETECTION PANEL
(SEE NOTE 3)
NO
CO1
3/4"C WITH PULL STRING TO GAS DETECTION PANEL
(SEE NOTE 3)
GAS DETECTION SYSTEM
HORN/STROBE ALARM
75cd
CO1NO
3/4"C WITH PULL
STRING TO GAS
DETECTION PANEL
(SEE NOTE 3)
PSFSTSTSTS
TS PS
FIRE ALARM RELAY FOR
CEILING FAN SHUTDOWN (TYP.)
FIRE ALARM RELAY FOR
CEILING FAN SHUTDOWN (TYP.)
CF-3 CF-3 CF-3
H&V-1
H&V-1
BDA ANNUNCIATOR
CO1 NO
3/4"C WITH PULL
STRING TO GAS
DETECTION PANEL
(SEE NOTE 3)
1
1
CO1
NO
3/4"C WITH PULL
STRING TO GAS
DETECTION PANEL
(SEE NOTE 3)
1
1
NO
CO1
3/4"C WITH PULL
STRING TO GAS
DETECTION PANEL
(SEE NOTE 3)
1
1
10
10
11
11
12
12
13
13
10.3
10.3
13.1
13.1
D D
E E
VEHICLE AND
EQUIPMENT
STORAGE
MEZZANINE 1
149
75cd
MOUNTED TO PEDESTAL
30cd H&V-2 H&V-2 AHU-1 AHU-1
8
8
6
6
9
9
8.2
8.2
8.5
8.5
H H
I.1 I.1II
7
7
6.5
6.5
VEHICLE AND
EQUIPMENT
STORAGE
MEZZANINE 2
148
30cd
60cd
COMPRESSOR
ROOM
146
CO
60cd
1
0' 4' 8'16'
SCALE: 1/8" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
SEPTEMBER 13, 2019
LEVEL 1 &
MEZZANINE FIRE
ALARM PLANS "B"
FA102
Author
Checker
Approver
2170117-E
BIDDING
1/8" = 1'-0"FA102
1 LEVEL 1 FIRE ALARM AREA "B"
1/8" = 1'-0"FA102
3 MEZZANINE FIRE ALARM AREA "B"
1/8" = 1'-0"FA102
2 MEZZANINE FIRE ALARM AREA"B" SOUTH
DRAWING NOTES:
1. REFER TO FA001 FOR LEGEND, GENERAL NOTES AND RISER
DIAGRAM.
2. REFER TO E001 FOR ABBREVIATIONS AND ADDITIONAL GENERAL
NOTES.
3. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE GAS
DETECTION SYSTEM VENDOR TO FURNISH AND INSTALL ALL
CONDUIT AND MOUNTING BOXES. WIRING AND DEVICES SHALL BE
FURNISHED, INSTALLED AND FINAL CONNECTIONS MADE BY THE
GAS DETECTION VENDOR.
4. ALL CONDUITS IN THE VEHICLE & EQUIPMENT STORAGE SHALL BE
FED FROM OVERHEAD. NO CONDUITS SHALL BE RUN UP THROUGH
THE SLAB.
1 10/04/19 ADDENDUM 1
PFF
F
F
F
F
S
F
F
F F
F
F
F
F
F
FFF
FF
F
F
F
F
FFF
FR
FR
I
RAIF
F
F
F
F
1
1
2
2
3
3
4
4
5
5
8
8
6
6
8.2
8.2
I.1 I.1
J J
K K
L L
I I
7
7
6.5
6.5
DPW VEHICLE
MAINTENANCE
141
PARTS ROOM
137
WASH EQUIP
143
POLICE
DEPARTMENT
VEHICLE
MAINTENANCE
142
FLUIDS ROOM
138
MECHANICS
OFFICE
140
WASH BAY
144
15cd
30cd
30cd
75cd 75cd
75cd
75cd
75cd
75cd
110cd
J.5J.5
75cd
ALL EQUIPMENT WITHIN THE WASH
BAY SHALL BE WEATHERPROOF. ALL
CONDUIT SHALL BE PVC SEHDULE 40.
GAS DETECTION SYSTEM
CONTROL PANEL
CO1
NO
CO1
NO
CO
75cd
75cd 75cd
75cd
75cd
60cd
CO1
NO
CO
CO
CO
CO
3/4"C., WITH PULL
STRINGS TO GAS
DETECTION PANEL.
(SEE NOTE3)
3/4"C., WITH PULL
STRINGS TO GAS
DETECTION PANEL.
(SEE NOTE3)
3/4"C., WITH PULL
STRINGS TO GAS
DETECTION PANEL.
(SEE NOTE3)
NOCO1
3/4"C., WITH PULL
STRINGS TO GAS
DETECTION PANEL.
(SEE NOTE3)
FIRE ALARM RELAY FOR
CEILING FAN SHUTDOWN (TYP.)
CF-1
CF-1
FLUID STORAGE
SUMP PUMP ALARM
SHOWN FOR REFERENCE
PROVIDE MONITOR MODULE
FOR SUPERVISORY ALARM ON
SUMP ALARM PANEL.
8
8
6
6
8.2
8.2
J J
K K
L L
I I
7
7
6.5
6.5
VEHICLE AND
EQUIPMENT
STORAGE
MEZZANINE 2
148
DPW VEHICLE
MAINTENANCE
MEZZANINE 3
147
60cd
MOUNTED TO PEDESTAL
60cd
60cd
J.5J.5
COMPRESSOR
ROOM
146
HRV-1 HRV-1
1
1
0' 4' 8'16'
SCALE: 1/8" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
SEPTEMBER 13, 2019
LEVEL 1,
MEZZANINE FIRE
ALARM PLANS "C"
FA103
Author
Checker
Approver
2170117-E
BIDDING
1/8" = 1'-0"FA103
1 LEVEL 1 FIRE ALARM AREA "C"
1/8" = 1'-0"FA103
2 MEZZANINE FIRE ALARM AREA "C"
DRAWING NOTES:
1. REFER TO FA001 FOR LEGEND, GENERAL NOTES AND RISER
DIAGRAM.
2. REFER TO E001 FOR ABBREVIATIONS AND ADDITIONAL GENERAL
NOTES.
3. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE GAS
DETECTION SYSTEM VENDOR TO FURNISH AND INSTALL ALL
CONDUIT AND MOUNTING BOXES. WIRING AND DEVICES SHALL BE
FURNISHED, INSTALLED AND FINAL CONNECTIONS MADE BY THE
GAS DETECTION VENDOR.
4. ALL CONDUITS IN THE VEHICLE & EQUIPMENT STORAGE SHALL BE
FED FROM OVERHEAD. NO CONDUITS SHALL BE RUN UP THROUGH
THE SLAB.
1 10/04/19 ADDENDUM 1
PROXIMITY CARD READER. PROVIDE 4" SQUARE BACKBOX, SINGLE GANG REDUCER AND 1"
CONDUIT TO ACCESSIBLE CEILING OR SURFACE MOUNTED BY DIVISION 26. MOUNT AT 48"
ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED.
TELECOMMUNICATIONS/SECURITY LEGEND
WALL MOUNTED DATA RECEPTACLE LOCATED 18"AFF UNLESS OTHERWISE NOTED. SINGLE
GANGE FACEPLATE WITH DATA JACK (QUANTITY AS INDICATED BY NUMBER NEXT TO
DEVICE). 4" SQUARE BACKBOX WITH SINGLE GANG REDUCER AND 1" CONDUIT TO
ACCESSIBLE CEILING AND/OR SURFACE MOUNTED RACEWAY BACK TO TEL/DATA ROOM AS
REQUIRED BY DIVISION 26. PROVIDE CAT6 DATA CABLE FROM JACK BACK TO TEL/DATA
ROOM TERMINATED ON JACK AND PATCH PANEL
SPECIAL DESIGNATIONS:
"1D" -ONE DATA JACK PER FACEPLATE
"2D" -TWO DATA JACKS PER FACEPLATE
"3D" -THREE DATA JACKS PER FACEPLATE
"4D" -FOUR DATA JACKS PER FACEPLATE
PTZ
PAN-TILT-ZOOM (PTZ) CAMERA. FURNISHED AND INSTALLED BY
OWNER. ELECTRICAL CONTRACTOR TO PROVIDE (2) DOUBLE GANG
BACK BOXES. PROVIDE (2) 1" CONDUIT WITH PULL STRING TO TEL/DATA ROOM. USE (1)
CONDUIT FOR ELECTRICAL POWER AND PROVIDE (2#10 & 1#10G WIRING).
FIXED CCTV CAMERA. FURNISHED AND INSTALLED BY OWNER.
ELECTRICAL CONTRACTOR TO PROVIDE DOUBLE GANG BACK BOX.
PROVIDE (2) 1" CONDUIT WITH PULL STRING TO TEL/DATA ROOM.
INDUSTRIAL DOOR CONTACT (SURFACE MOUNT). PROVIDE 4" SQUARE BACKBOX, SINGLE
GANG REDUCER AND 1" CONDUIT TO ACCESSIBLE CEILING OR SURFACE MOUNTED BY
DIVISION 26.
TELECOMMUNICATIONS SECURITY
SECURITY SYSTEM CONTROL PANEL
SECURITY KEY PAD. PROVIDE BACK BOX, SINGLE GANG PLASTER RING AND 1" EMT RACEWAY
TO THE SECURE SIDE OF DOOR UNLESS OTHERWISE NOTED RACEWAY TO BE TERMINATED
WITH A 90° SWEEP AND INSULATED BUSHING.
KP
SACP
DC
W
CR
TELEVISION SYSTEM
CATV VIDEO OUTLET -PROVIDE 4" SQUARE WORKBOX WITH SINGLE GANG REDUCER
AND (2) 1" CONDUITS TO ACCESSIBLE CEILING. PROVIDE RG-6 COAX CABLE TO
TEL/DATA ROOM AND TERMINATED ON TAP ON WALLBOARD ADJACENT TO SERVICE
ENTRANCE CONDUITS. PROVIDE ONE CAT6 DATA CABLE BACK TO TEL/DATA ROOM
TERMINATED ON PATCH PANEL
WALL MOUNTED SECURITY SYSTEM LONG RANGE READER. PROVIDE BACK BOX, SINGLE
GANG PLASTER RING AND 1" EMT RACEWAY TO THE
ABOVE CEILING RACEWAY TO BE TERMINATED WITH A 90° SWEEP AND INSULATED BUSHING.
LR
WALL MOUNTED WIRELESS ACCESS POINT RECEPTACLE. MOUNT 10' COORDINATE WITH
OWNERS WIRELESS VENDOR. PROVIDE CAT6 CABLE BACK TO TEL/DATA ROOM
TERMINATED ON WAP AND PATCH PANEL. SURFACE MOUNT IN OPEN CEILING AREAS.
COORDINATE WITH OWNERS WIRELESS VENDOR.
WAP
CEILING MOUNTED WIRELESS ACCESS POINT RECEPTACLE. PROVIDE CAT6 CABLE BACK
TO TEL/DATA ROOM TERMINATED ON WAP AND PATCH PANEL. SURFACE MOUNT IN OPEN
CEILING AREAS. COORDINATE WITH OWNERS WIRELESS VENDOR.
WAP
2D
REQUEST TO EXIT. PROVIDE 4" SQUARE BACKBOX, SINGLE GANG REDUCER AND 1" CONDUIT
TO ACCESSIBLE CEILING OR SURFACE MOUNTED BY DIVISION 26
REX
WALL MOUNTED DATA/VOICE RECEPTACLE LOCATED 18"AFF UNLESS OTHERWISE NOTED.
SINGLE GANGE FACEPLATE WITH DATA AND VOICE JACKS (QUANTITY AS INDICATED BY
NUMBER NEXT TO DEVICE). 4" SQUARE BACKBOX WITH SINGLE GANG REDUCER AND 1"
CONDUIT TO ACCESSIBLE CEILING AND/OR SURFACE MOUNTED RACEWAY BACK TO
TEL/DATA ROOM AS REQUIRED BY DIVISION 26. PROVIDE CAT6 DATA CABLE FROM JACK
BACK TO TEL/DATA ROOM TERMINATED ON JACK AND PATCH PANEL
SPECIAL DESIGNATIONS:
"1D/1V" -ONE DATA AND 1 VOICE JACK PER FACEPLATE
"2D/1D" -TWO DATA AND 1 VOICE JACKS PER FACEPLATE
"2D/2D" -TWO DATA AND 2 VOICE JACKS PER FACEPLATE
2D/1V
VOICE OUTLET LOCATED 18"AFF UNLESS OTHERWISE NOTED. SINGLE GANGE FACEPLATE
WITH VOICE JACK (QUANTITY AS INDICATED BY NUMBER NEXT TO DEVICE).4" SQUARE
BACKBOX WITH SINGLE GANG REDUCER AND 1" CONDUIT TO ACCESSIBLE CEILING AND/OR
SURFACE MOUNTED RACEWAY BACK TO TEL/DATA ROOM AS REQUIRED BY DIVISION 26.
PROVIDE CAT6 DATA CABLE FROM JACK BACK TO TEL/DATA ROOM TERMINATED ON JACK
AND PATCH PANEL
SPECIAL DESIGNATIONS:
"1V" -ONE VOICE JACK PER FACEPLATE
"2V" -TWO VOICE JACKS PER FACEPLATE
"3V" -THREE VOICE JACKS PER FACEPLATE
"4V" -FOUR VIOCE JACKS PER FACEPLATE
"W" -MOUNTED 54" ABOVE FINISHED FLOOR
FLUSH MOUNTED FLOOR COMMUNICATIONS OUTLET. PROVIDE COMMUNICATIONS CONDUIT
TO THE BOX. FLOOR BOX TO BE WIREMOLD OMNIBOX MULTI-SERVICE SERIES OR APPROVED
EQUAL. PROVIDE 1" CONDUIT WITH CAT 6 CABLE IN SLAB TO NEAREST WALL, CONDUIT SHALL
RUN INSIDE WALL TO ABOVE HUNG CEILING. FLOOR BOX SHALL BE A
POWER/COMMUNICATIONS FLOOR BOX. RACEWAY TO TERMINATE ABOVE PARTITION WITH A
90 DEGREE SWEEP.
ELECTRIC STRIKE LOCKING DEVICE. REFER TO TYPICAL SECURITY DEVICES WIRING
DETAIL ON DRAWING E502 FOR ADDITIONAL INFORMATION.
ES
TV
GROUNDING & BONDING DETAIL NOTES
1.REFER TO GROUNDING AND BONDING DIVISION 26 SPECIFICATIONS FOR
ADDITIONAL INFORMATION.
2.BONDING CONDUCTORS SHALL BE #3/0 AWG COLOR GREEN INSULATED
COPPER CONDUCTOR PER "SIZING OF THE TELECOMMUNICATIONS BONDING
BACKBONE" CHART IN ANSI-J-STD-607-A IN PATHWAY.
3.FASTENING BONDING CONNECTOR LUGS TO ALL BUSBARS SHALL BE
CLEANED AND APPLY AN ANTI-OXIDANT TO THE CONTACT AREA OF BOTH THE
CONNECTOR LUG AND THE BUSBAR.
4.BONDING CONDUCTORS AND BUSBARS SHALL BE LABELED WITH
IDENTIFICATION IN ACCORDANCE WITH THE REQUIREMENTS OF
ANSI/TIA/EIA-606-A.
5.BONDING CONDUCTORS SHALL BE LABELED WITH IDENTIFICATION LABEL
NOTED BELOW AND SECURED WITH CABLE TIE TO EACH CONDUCTOR. (ANSI
J-STD-607-A)
"IF THIS CONNECTOR OR CABLE IS LOOSE OR MUST BE REMOVED, PLEASE
CALL THE BUILDING TELECOMMUNICATIONS MANAGER".
6.COORDINATE AND CONFIRM THE TELECOMMUNICATIONS MAIN GROUNDING
BUSBAR (TMGB) INSTALLATION WITHIN THE TEL/DATA ROOM.
7.COORDINATE AND CONFIRM THE BONDING CONDUCTOR FOR
TELECOMMUNICATIONS CONNECTION TO THE BUILDING GROUNDING
ELECTRODE FROM THE TMGB AT THE TEL/DATA ROOM.
8.COORDINATE AND CONFIRM THE BONDING CONDUCTOR TO NEAREST
BUILDING METALLIC DOMESTIC COLD WATER PIPE CONNECTION, IF APPLICABLE
FROM THE TMGB.
BONDING CONDUCTOR TO NEAREST BUILDING STEEL STRUCTURE, IF
APPLICABLE. UTILIZE EXOTHERMIC WELDING CONNECTION TO BUILDING
STEEL.
BONDING CONDUCTOR TO NEAREST BUILDING ELECTRICAL PANELBOARD
GROUND BAR. UTILIZE LISTED COMPRESSION TWO-HOLE LUGS TO
PANELBOARD GROUND BAR.
TELECOMMUNICATION BONDING BACKBONE (TBB) FOR GROUNDING EQUALIZER
(GE), IF APPLICABLE.
TYPICAL BONDING CONDUCTOR TO TELECOMMUNICATIONS CABLE
PATHWAY(S), RACK(S), CABINET(S) AND APPLICABLE EQUIPMENT. DAISY
CHAINING OF BONDING CONDUCTORS AT RELAY IS NOT ACCEPTABLE. EACH
RACK IS TO HAVE A DEDICATED BONDING CONDUCTOR BACK TO THE
TELECOMMUNICATIONS GROUND BUS.
COPPER UL LISTED TGB MINIMUM 1/4"
H X 4" W X 20" L PER DIVISION 16
SPECIFICATIONS WITH TWO MOUNTING
BRACKETS AND INSULATORS.
ACCEPTABLE MANUFACTURERS:
CHATSWORTH, ERICO, HARGER,
ORTRONICS & PANDUIT
TYPICAL MOUNTING
BRACKET SECURED TO
PLYWOOD ON WALL PER
DIVISION 26 SPECIFICATIONS
TYPICAL BONDING CONDUCTOR
CONNECTORS SHALL BE UL LISTED
COMPRESSION TWO-HOLE LUGS
MOUNTING HEIGHT 9'-6"
AFF. COORDINATE EXACT
LOCATION IN FIELD
1
2
3
4
1 2 34
BONDING CONDUCTOR SIZING CHART
LENGHT (FEET)SIZE (AWG)
LESS THAN (<) 13'# 6
14' -20'# 4
21' -26'# 3
27' -33'# 2
34' -41'# 1
42' -52'# 1/0
53' -66'# 2/0
GREATER THAN (>) 66'# 3/0
7' X 19' ALUMINIUM
EQUIPMENT RACK
AS SPECIFIED
HORIZONTAL POWER STRIPS TO
ATTACH TO
RECEPTACLE IN CABLE TRAY.
POWERSTRIPS
FACING REAR OF EQUIPMENT
RACK FOR PLUG IN OF RACK
EQUIPMENT AS REQUIRED.
PROVIDE CUSTOM EXTENSION
CORD.
24 PORT FIBER OPTIC PATCH
PANELS AS SPECIFIED.
HORIZONTAL CABLE
MANAGER
AS SPECIFIED.
ATT110/RJ45 48 PORT
PATCH
PANELS SERVICING
DATA AND
VOICE JACK
LOCATIONS.
4-POST ALUMINIUM
EQUIPMENT
RACK AS SPECIFIED.
8" WIDE VERTICAL CABLE
MANAGER
AS SPECIFIED.
OPEN EQUIP.
RACK SPACE
FOR NETWORK
EQUIP. AS
REQUIRED.
LADDER TYPE CABLE TRAY
BY DIVISION 26.
VOICE/DATA EQUIPMENT RACK GENERAL NOTES:
1. THE QUANTITY OF 48 PORT PATCH PANELS REQUIRED FOR EACH RACK SHALL BE EQUAL TO THE QUANTITY NEEDED TO TERMINATE ALL
VOICE AND DATA CABLES AT THAT RACK PLUS THE QUANTITY REQUIRED TO PROVIDE FOR 20% SPARE.
2. A SINGLE 24 PORT FIBER OPTIC PATCH PANEL IS REQUIRED TO TERMINATE FIBERS IN EACH DATA ROOM AND THE MDF ROOM. THE MDF
ROOM REQUIRES A QUANTITY OF 24 PORT FIBER OPTIC PATCH PANELS EQUAL TO THE NUMBER OF DATA ROOMS.
PROVIDE MINIMUM ONE NEMA
L5-20R AND ONE NEMA L6-20R
FOR EACH RACK TO POWER PDU
EACH RACK TO HAVE A
DEDICATED 120V PDU
EQUAL TO APC AP8830
& ONE 208V PDU EQUAL
TO AP8959NA3
PROVIDE (2) CAT 6
CABLES TO EACH
DEVICE. PROVIDE 25'
CAT 6 SERVICE COIL
ABOVE ACCESS POINT.
WIRELESS
ACCESS POINT
PROVIDED BY
OWNER
(2) 12 GA. HANGER WIRES
AT AT DIAGONAL
CORNERS WITH 4 TIGHT
TURNS AT EACH END.
CEILING (REFER TO
ARCHITECTURAL
DRAWINGS AND
SCHEDULE)
CEILING WIRE FASTENING ASSEMBLY
CONSISTING OF PRE-MOUNTED
POWDERACTUATING FASTENER W/ A PRE-
MOUNTED CLAMPING WASHER @ A 12 GA
GALVANAZED SOFT ANNEALED MILD
CARBON STEEL WIRE.
1 F CONNECTOR
INSERT
BLANK INSERT
ID
ID
LABEL INSERT
LABEL INSERT
TV
1 DATA INSERTS
WITH RJ-45 DATA
JACKS
1
24 PORT
FIBER PATCH PANEL
(NIC)
TEL/DATA STATION
CABLING AND JACKS,
AS SPECIFIED TYPICAL.
WIRE MANAGEMENT
QUANTITY OF
PATCH PANELS
SEE GENERAL
NOTE #2
WIRE MANAGEMENT
48 PORT ATT110/RJ-45
STYLE PATCH PANEL
AS SPECIFIED
48 PORT ATT110/RJ-45
STYLE PATCH PANEL AS
SPECIFIED
SERVER ROOM
NETWORK SWITCHES
(NIC)
GENERAL NOTES:
1.ITEMS SHOWN WITH THE NOTATION "NIC" ARE NOT IN THE CONTRACT.
2.QUANTITY OF 48 PORT PATCH PANELS PER RACK SHALL EQUAL THE NUMBER
REQUIRED TO TERMINATE ALL DATA AND VOICE CABLES IN THE TEL/DATA
ROOM SERVICES PLUS 20% SPARE PORTS.
3.CONTRACTOR TO PROVIDE DATA PATCH CORDS AS SPECIFIED.
INCOMING FIBER
(NIC)
TERMINATED RACEWAY WITH PLASTIC
BUSHING IN AN ACCESSIBLE LOCATION ABOVE
CEILING PER DIVISION 16 SPECIFICATIONS
8" RADIUS
ELBOW PER DIVISION
16 SPECIFICATIONS
CEILING
(1) 1 1/4" CONDUIT WITH PULL STRING
PER DIVISION 16 SPECIFICATIONS
(2) GANG DEEP BACK BOX
WITH SINGLE GANG EXTENSION
BOX PER DIVISION 16
SPECIFICATIONS
FLOOR
PROVIDE COVER PLATE.
FINISH AND COLOR BY
ARCHITECT J
2 DATA INSERTS
WITH RJ-45 DATA
JACKS
BLANK INSERT
ID
ID
LABEL INSERT
LABEL INSERT
1 TELEPHONE INSERT
WITH RJ-45 TELEPHONE
JACK
2D/1T
ID
ID
LABEL INSERT
LABEL INSERT
BLANK INSERT
BLANK INSERT
1T
1 TELEPHONE INSERT
WITH RJ-45 TELEPHONE
JACK
ID
ID
LABEL INSERT
LABEL INSERT
BLANK INSERT
BLANK INSERT
2D
2 DATA INSERTS
WITH RJ-45 DATA
JACKS
ID
ID
LABEL INSERT
LABEL INSERT
BLANK INSERT
BLANK INSERT
TV1DWAPCVP
1 DATA INSERT
WITH RJ-45 DATA
JACKS
SCALE: AS NOTED
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
Issued For:
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
SEPTEMBER 13, 2019
TELECOM
LEGEND AND
DETAILS
TC001
CAP
DNM
RFM
2170117-E
BIDDING
NOT TO SCALETC001
1 Telecommunications Grounding Busbar in Server Room
NOT T OSCALETC001
2 Telecommunications Rack Detail
12" = 1'-0"TC001
3 CEILING MOUNTED WAP
NOT TO SCALETC001
4 Typical Coaxial CATV Outlet Detail
NOT T OSCALETC001
5 Typical Data System One Line Diagram
NOT TO SCALETC001
6 Voice/Data/Audio/Video Recessed Outlet Raceway Detail
NOT TO SCALETC001
7 Typical 2 Data / 1 Telephone Recessed Outlet Detail
NOT TO SCALETC001
8 Typical 1 Telephone Recessed Outlet Detail
NOT TO SCALETC001
9 Typical 2 Data Recessed Outlet Detail
NOT TO SCALETC001
10 Typical 1 Data Recessed Outlet Detail
1 10/04/19 ADDENDUM 1
PF84"TV
84"TV
84"TV
84"TV
84"TV
84"TV84"TV
84"TV
WW
W WW DCCRCRCR
DCDCDC
DCDCCRDCCRDCCRDC9
9
10
10
11
11
12
12
13
13
A.1 A.1
A A
B.2 B.2
8.5
8.5
9.8
9.8
10.3
10.3
13.1
13.1
15
15
B.8 B.8
D D
C C
12.3
12.3
11.3
11.3
C.5 C.5
14
14
B B
OFFICE MGR
104
CEMETERY OFFICE
105
TOWN ENGINEER
106
HIGHWAY SUPER.
107
PARKS
SUPERVISOR
OFFICE
128
GROUNDS SUPER.
108
ENTRY / VESTIBULE
101
CONFERENCE
ROOM
102
DIRECTOR OFFICE
103
ENGINEERING
OPEN OFFICE
131
ADMIN AREA
132
TEL/DATA
115
FACILITIES
CARPENTRY SHOP
123
SIGN SHOP
124
TABLE AND COT
STORAGE
113
STOR.
109
FILE STORAGE
110
PPE STOR
116
JAN. CL
119
PARKS MOWER
REPAIR SHOP
121
ENTRY VESTIBULE
127STORM EVENT
OFFICE
126
KITCHEN AREA
129
FEMALE TOILET
111
COPY/ FILE/ MAIL
AREA
133
MECHANICAL
ROOM
134
MALE TOILET
112
TRAINING / STORM
EVENT ROOM
114
SHARED GENERAL
WORKSHOP
122
HIGHWAY SMALL
ENGINE REPAIR
SHOP
120
BDA CL
130
MEN'S LOCKER
ROOM
117
CORRIDOR
145
WOMEN'S LOCKER
ROOM
118
MUSTER ROOM /
TRAINING
125
8.9
8.9 14.3
14.39.4
9.4
FINAL LOCATION TO BE
DETERMINED IN FIELD BY OWNER
FINAL LOCATION TO BE
DETERMINED IN FIELD BY OWNER
FINAL LOCATION TO BE
DETERMINED IN FIELD BY OWNER
FINAL LOCATION TO BE
DETERMINED IN FIELD BY OWNER
2D/1V
2D/1V
2D/1V
2D/1V2D/1V
2D/1V
2D/1V
2D/1V
2D/1V
2D/1V
2D/1V
2D/1V
2D/1V
2D/1V
2D/1V
2D/1V
2D/1V
2D/1V
2D/1V
2D/1V
2D/1V
2D/1V
2D/1V
2D/1V
2D/1V
2D/1V
2D/1V
2D/1V
2D/1V
2D/1V
2D/1V 2D/1V 2D/1V
2D/1V2D/1V2D/1V
2D/1V
2D/1V
2D/1V2D/1V
2D/1V2D/1V
2D/1V
2D/1V
2D/1V
2D/1V
2D/1V
2D/1V
2D/1V
2D/1V
1 " CONDUIT IN SLAB TO TV FOR
HDMI CABLE
EXTEND TEL/DATA CABLES REQUIRED
THROUGH WALL OUTLET INTO SYSTEMS
FURNITURE CABLE SPACE TO TEL DATA
OUTLET LOCATION. FOR EACH VOICE AND
DATA JACK PROVIDE TWO (2) PATCH
CORDS TERMINATED ON EACH END WITH
MATCHING PLUG. (TYP)
1" CONDUIT FOR HDMI
1"C IN SLAB
PTZ
PTZ
PTZ
PTZ
WAP WAP
WAP
WAP WAP
WAP
WAP WAP
WAP
WAP
WAP
WAP
1
0' 4' 8'16'
SCALE: 1/8" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
SEPTEMBER 13, 2019
LEVEL 1
TELE/COM PLAN
"A"
TC101
Author
Checker
Approver
2170117-E
BIDDING
1/8" = 1'-0"TC101
1 LEVEL 1 TELE/COM PLAN "A"
1 10/04/19 ADDENDUM 1
UPDC
CRDCDCDCDCCR8
8
6
6
9
9
10
10
8.2
8.2
11
11
12
12
13
13
8.5
8.5
9.8
9.8
10.3
10.3
13.1
13.1
D D
12.3
12.3
11.3
11.3
G G
H H
I.1 I.1
F F
E E
I I
7
7
6.5
6.5
ELECTRICAL ROOM
135
FILE STORAGE
110
MECHANICAL
ROOM
134
VEHICLE AND
EQUIPMENT
STORAGE
136
7.3
7.3
8.9
8.9
9.4
9.4
FINAL LOCATION TO BE
DETERMINED IN FIELD BY OWNER
6.3
6.3
2D/1V2D/1V2D/1V2D/1VPTZ
PTZ
PTZ
WAP
WAP
WAP WAP WAP
WAPWAP
10
10
11
11
12
12
13
13
10.3
10.3
13.1
13.1
D D
12.3
12.3
11.3
11.3
E E
VEHICLE AND
EQUIPMENT
STORAGE
MEZZANINE 1
149
8
8
6
6
9
9
8.2
8.2
8.5
8.5
H H
I.1 I.1II
7
7
6.5
6.5
VEHICLE AND
EQUIPMENT
STORAGE
MEZZANINE 2
148
COMPRESSOR
ROOM
146
COMPRESSOR
ROOM
146
COMPRESSOR
ROOM
146
COMPRESSOR
ROOM
146
6.3
6.3
0' 4' 8'16'
SCALE: 1/8" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
SEPTEMBER 13, 2019
LEVEL 1 &
MEZZANINE
TELE/COM PLANS
"B"
TC102
Author
Checker
Approver
2170117-E
BIDDING
1/8" = 1'-0"TC102
1 LEVEL 1 TELE/COM PLAN "B"
1/8" = 1'-0"TC102
2 MEZZANINE TELE/COM AREA "B"
1/8" = 1'-0"TC102
3 MEZZANINE TELE/COM AREA "B" SOUTH
PF84"TV
CR
CRCRCR
DC
DCDCDC DC DC
DC DCDCDCDCDC
DC
CRDCW
W
TRAY L
1
1
2
2
3
3
4
4
5
5
8
8
6
6
8.2
8.2
I.1 I.1
J J
K K
L L
I I
7
7
6.5
6.5
DPW VEHICLE
MAINTENANCE
141
PARTS ROOM
137
WASH EQUIP
143
POLICE
DEPARTMENT
VEHICLE
MAINTENANCE
142
FLUIDS ROOM
138
MECHANICS
OFFICE
140
WASH BAY
144
TOILET
139
J.5J.5
ALL EQUIPMENT WITHIN THE WASH
BAY SHALL BE WEATHERPROOF. ALL
CONDUIT SHALL BE PVC SEHDULE 40.
6.3
6.3
2D/1V
2D/1V
2D/1V
PTZ
PTZ
PTZ
PTZ
WAP WAP
WAP
8
8
6
6
8.2
8.2
I.1 I.1
J J
K K
L L
I I
7
7
6.5
6.5
DPW VEHICLE
MAINTENANCE
MEZZANINE 3
147
??
HRV-1
????
J.5J.5
COMPRESSOR
ROOM
146
COMPRESSOR
ROOM
146
COMPRESSOR
ROOM
146
COMPRESSOR
ROOM
146
6.3
6.3
0' 4' 8'16'
SCALE: 1/8" = 1'-0"
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.westonandsampson.com
Project:
Date:
Drawn By:
Reviewed By:
Approved By:
Drawing Title:
Sheet Number:
Seal:
Revisions:
Rev Date Description
Consultants:
W&S Project No:
WESTON & SAMPSON COPYRIGHT 2019
PROJECT TRUE
Issued For:
A
B
C
NEW DPW FACILITY
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
TOWN OF YARMOUTH
SEPTEMBER 13, 2019
LEVEL 1 &
MEZZANINE FIRE
ALARM PLANS "C"
TC103
Author
Checker
Approver
2170117-E
BIDDING
1/8" = 1'-0"TC103
1 LEVEL 1 TELE/COM PLAN "C"
1/8" = 1'-0"TC103
2 MEZZANINE TELE/COM AREA "C"