HomeMy WebLinkAboutBLD-18-3563'I
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TYPE 11
B
PRIMARY STRUCTURAL FRAME(G)
O
BEARING WALLS
EXTERIOR (F,G)
INTERIOR
0
0
NONBEARING WALLS AND PARTITIONS(E)
0
FLOOR CONSTRUCTION AND SECONDARY
MEMBERS
0
ROOF CONSTRUCTION AND SECONDARY
MEMBERS
0 (C)
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Site Location Plan
Code Information
DATE OF CONSTRUCTION: 1988 (EATON WING CONSTRUCTED 1998)
OCCUPANCY GROUP: R2, "RESIDENTIAL OCCUPANCIES CONTAINING... MORE THAN
TWO DWELLING UNITS WHERE THE OCCUPANTS ARE PRIMARILY
PERMANENT IN NATURE'.
CONSTRUCTION CLASSIFICATION: 1113 (CURRENT MASSACHUSETTS BUILDING CODE, 8TH EDITION
"... TYPE OF CONSTRUCTION. IN WHICH THE BUILDING ELEMENTS
LISTED IN TABLE GO I ARE OF ANY NONCOMBUSTIBLE
MATERIALS, EXCEPT AS PERMITTED IN SECTION G03 AND
OTHER AREAS OF THIS CODE".)
2C (MASSACHUSETTS BUILDING CODE, 4TH EDITION, 1988)
THE BUILDING HAS BEEN OBSERVED TO HAVE FULL SPRINKLER COVERAGE WITH A SYSTEM THAT
COMPLIES WITH CODE SECTION 903.3.1.2 (NEPA TYPE 13K SPRINKLER SYSTEM)
FIRE -RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)
FROM TABLE GO 1, MASSACHUSETTS STATE BUILDING CODE, 8TH EDITION
Site Locus Plan
BUILDING ELEMENT
TYPE 11
B
PRIMARY STRUCTURAL FRAME(G)
O
BEARING WALLS
EXTERIOR (F,G)
INTERIOR
0
0
NONBEARING WALLS AND PARTITIONS(E)
0
FLOOR CONSTRUCTION AND SECONDARY
MEMBERS
0
ROOF CONSTRUCTION AND SECONDARY
MEMBERS
0 (C)
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Site Location Plan
Code Information
DATE OF CONSTRUCTION: 1988 (EATON WING CONSTRUCTED 1998)
OCCUPANCY GROUP: R2, "RESIDENTIAL OCCUPANCIES CONTAINING... MORE THAN
TWO DWELLING UNITS WHERE THE OCCUPANTS ARE PRIMARILY
PERMANENT IN NATURE'.
CONSTRUCTION CLASSIFICATION: 1113 (CURRENT MASSACHUSETTS BUILDING CODE, 8TH EDITION
"... TYPE OF CONSTRUCTION. IN WHICH THE BUILDING ELEMENTS
LISTED IN TABLE GO I ARE OF ANY NONCOMBUSTIBLE
MATERIALS, EXCEPT AS PERMITTED IN SECTION G03 AND
OTHER AREAS OF THIS CODE".)
2C (MASSACHUSETTS BUILDING CODE, 4TH EDITION, 1988)
THE BUILDING HAS BEEN OBSERVED TO HAVE FULL SPRINKLER COVERAGE WITH A SYSTEM THAT
COMPLIES WITH CODE SECTION 903.3.1.2 (NEPA TYPE 13K SPRINKLER SYSTEM)
FIRE -RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)
FROM TABLE GO 1, MASSACHUSETTS STATE BUILDING CODE, 8TH EDITION
Site Locus Plan
BUILDING ELEMENT
TYPE 11
B
PRIMARY STRUCTURAL FRAME(G)
O
BEARING WALLS
EXTERIOR (F,G)
INTERIOR
0
0
NONBEARING WALLS AND PARTITIONS(E)
0
FLOOR CONSTRUCTION AND SECONDARY
MEMBERS
0
ROOF CONSTRUCTION AND SECONDARY
MEMBERS
0 (C)
WORK
Key Plan N.T.S.
General'Notes
1 . WORK SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE
BUILDING CODE, 780 CMR, 8THEDITION.
2. BUILDING WILL REMAIN FULLY OCCUPIED DURING ENTIRE CONSTRUCTION PERIOD.
COOPERATE WITH, OWNER DURING CONSTRUCTION OPERATIONS TO MINIMIZE CONFLICTS
AND FACILITATE RESIDENT USAGE TO THE GREATEST EXTENT POSSIBLE. PERFORM WORK SO
AS NOT TO INTERFEhE WITH OWNER'S AND RESIDENT'S DAY -I -DAY OPERATIONS.
NOTES:
C IN ALL OCCUPANCIES, HEAVY TIMBER SHALL BE ALLOWED WHERE A I -HOUR 3. REFER TO AND COMPLY WITH INFiORMATION CONTAINED IN THE EVACUATION AND PHASING
OR LESS PIKE -RESISTANCE RATING IS REQUIRED. [NOT APPLICABLE TO THIS PLANS FOR THIS PROPERTY. REFER TO THE OWNER AND/OR ARCHITECT IN CASE OF
WORK] REQUIRED CHANGES TO THESE PLANS. MAINTAIN EXISTING EXITS UNLESS OTHERWISE
E NOT LESS THAN THE FIRE -RESISTANCE RATING REQUIRED BY OTHER INDICATED.
SECTIONS OF THIS CODE [OTHER SECTIONS DO NOT MODIFY
REQUIREMENTS] 4. REFER TO AND COORDINATE WORK IN THESE DRAWINGS WITH INTERIOR FINISH DRAWINGS
F NOT LESS THAN THE FIRE -RESISTANCE RATING BASED ON FIRE PREPARED BY THE ARCHITECTURAL TEAM, INC. REFER TO THE OWNER AND ARCHITECT IN
SEPARATION DISTANCE (TADLE G02). [EXTERIOR WALL RATING NOT CASE OF CONFLICT WITH REQUIREMENTS.
APPLICABLE TO THIS WORK]
S THAN THE FIRE RESISTANCE RATING AS REFERENCED IN SECTION S. MODIFY L LOCATIONS OF SPRINKR HEADS AS NECESSARY TO COMPLY WITH COVERAGE PER
G NOT LESNFPA 13R.
704. 10. [FIRE RATING OF EXTERIOR STRUCTURAL MEMBERS NOT
APPLICABLE TO THIS WORK)
G. REFER TO OTHER NOTES ON IND VIDUAL DRAWINGS.
I
Owner:
Maplewood 5enlor Living
One Gorham Island
We.5tport, CT OG880
Architect:
DMS de5lgn, Ilc
5uite 339C, 100 Cumming5 Center
Beverly, MA 0 19 15 �� r
I
Phone: 978-965-3470. ..03�=
Fax: 8GG-5 13-5573LY,
Structural Engineer:
Coastal Encgineering Company, Inc.
2GO Cranberry Highway
Orleans, MA 02653
Phone: 508-255-G5
TOWN OF l'A MOUTH
REVIEWED FOR BUILDING AND ZONING CODE COMPU-
ANCE. ERRORS OR OMMISSIONS DO NOT RELIEVE THE
APPLICANT FROM THE RESPONSIBILITY OF "AS UILT"
COMPLIA CE
DATE:
Drawings: BUILDING oFFicw
Cover 5heet
AO.O I 5pecification5
Al .01 Floor Plan FILE COPY
A 1.02 Reflected Ceiling Plans
A 1.03 Roof Plan
A3.01 5ection5
A5.01 Details
PERMIT 5ET: 31 May 201 7
A
r
Owner:
Maplewood 5enlor Living
One Gorham Island
We.5tport, CT OG880
Architect:
DMS de5lgn, Ilc
5uite 339C, 100 Cumming5 Center
Beverly, MA 0 19 15 �� r
I
Phone: 978-965-3470. ..03�=
Fax: 8GG-5 13-5573LY,
Structural Engineer:
Coastal Encgineering Company, Inc.
2GO Cranberry Highway
Orleans, MA 02653
Phone: 508-255-G5
TOWN OF l'A MOUTH
REVIEWED FOR BUILDING AND ZONING CODE COMPU-
ANCE. ERRORS OR OMMISSIONS DO NOT RELIEVE THE
APPLICANT FROM THE RESPONSIBILITY OF "AS UILT"
COMPLIA CE
DATE:
Drawings: BUILDING oFFicw
Cover 5heet
AO.O I 5pecification5
Al .01 Floor Plan FILE COPY
A 1.02 Reflected Ceiling Plans
A 1.03 Roof Plan
A3.01 5ection5
A5.01 Details
PERMIT 5ET: 31 May 201 7
I
II
SECTION 010000 - PROJECT REQUIREMENTS
A. Summary:
I . The Project consists of the selective removal and replacement of existing roofing and roof
support Structure located above the existing swimming pool. Work includes necessary
replacement of associated wall structure, exterior siding, new acoustic ceiling and
replacement of weatherstripping at exterior doors.
B. Project Requirements:
I . Prior or Concurrent Work by Others: Interior cosmetic improvements shall be in progress
elsewhere within the building.
2.Exi5ting Site Conditions and Restrictions: The building outside the work area will be fully
occupied during the duration of the project. Separation with residential areas 'shall be
maintained at all times, and interaction with residents, visitors to the building and staff will
not be allowed.
3.Contractor'5 Use of Premises and Adjacent Facilities:
a. Access to the work Site will be from the exterior, only.
b. Coordinate parking requirements with the facility management. Park only in areas
designated by management.
c. Coordinate deliveries with management to avoid disruption and inconvenience to
re51dent5, visitors and Staff.
d.Limit work in the project area to normal business working hours, 7:30 AM to 6:30 PM,
Monday through Friday except as otherwise indicated.
4.Do not interrupt utilities serving facllitle5 occupied by the Owner or re5ident5 unle55
permitted under the following conditions, and only then after providing temporary utility
services according to requirements indicated:
a. Notify Owner not less than two (2) days in advance of proposed utility interruptions.
b. Obtain Owner's written permission before proceeding with utility interruptions.,
5.5moking 15 not permitted within the buildings or within 25 feet of entrances, operable
windows or outdoor air intakes.
C. Permits:
I . Apply for, obtain, and pay for building and any other permits required to perform the work.
Submit copies to Architect and Owner.
D. Intent:
I . Drawings and specifications are intended to provide the basis for the proper completion
of the Project Suitable for the intended use of the Owner.
2.Item5 not expressly Set forth but which are reasonably implied or necessary for the proper
performance of this work shall be included.
E. Coordination:
I . Coordinate the work of all trades.
2.Prepare coordination drawings for areas where close tolerances are required between
building elements and mechanical and electrical work.
3.Verify location of utilities and existing conditions. Notify Architect of conditions differing
from those indicated on the Drawings.
4.Verify dimensions on Drawings with dimensions at the Project. Do not scale Drawings.
F. Cutting and Patching:
I . Provide cutting and patching work to properly complete the Project.
2.Do not remove or alter structural components without written approval
3.Cut with tools appropriate for materials to be cut.
4.Patch with materials and methods to
P roduce patch which 15 not visible from a distance of
five feet.
5.Do not cut and patch in a manner that would result in !a failure of the work to perform as
intended, decrease fire performance, decrease acoustical performance, decrease energy
performance, decrease operational life, or decrease safety factors.
G. Field Engineering:
I . Verify and locate utilities, existing facilities, and equipment.
2.5urvey and layout improvements, utllitie5, Structures, and components.
H. Project Meetings:
I . Arrange for a precon5truction conference prior to start of construction. Meeting Shall be
attended by Owner, Architect, Contractor, and major subcontractors.
2.Arrange for progress meetings once a month during construction, prior to application for
payment. Record minutes and distribute promptly.
I. Submittals:
for a
I. submit a project schedule and update at least monthly. Submit o approval all submittals
listed in individual sections or as required to coordinate the work. Provide submittals in
electronic form (i.e. pdf files), or at least 3 hard copies.
2.Include details of construction and adjacent construction in Shop drawings. Clearly
indicate any deviations from requirements of the contract documents. Fabricate materials
from approved shop drawings only.
J. Quality Assurance:
I. Comply with applicable codes, regulations, ordinances and requirements of authorities
having jurisdiction, including acce55ibifity guidelines where applicable. Submit copies of
mspection reports, notices and similar documents to Architect.
2.Provide products of acceptable manufacturers which have been in satisfactory use in
similar service for three years.
3.1-15e experienced installers. Furnish evidence of experience if requested.
4.Deliver, handle, and store materials in strict accordance with manufacturer's instructions.
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5.U5e of any Supplier or Subcontractor 15 s bje t to Own e r5 approval.
6.Engage and pay for testing agencies a5 required. (III Refer to individual sections for
additional requirements.
K. Temporary Facilities:
I . Provide temporary facilities and connections as required for the proper completion of the
project.
2. Owner will pay for utility service consumed. Do not waste.
3.Provide temporary protection for adjacent areas to prevent contamination by construction
dust and debris.
4.Provide temporary barricades a5 necessary to ensure protection of the public.
5.Provide suitable waste disposal units and empty regularly. Do not permit accumulation of
trash and waste materials.
i
6.Provide temporary sanitary facilities.
7.Mamtain egress within and around construction areas.
8.Maintain fire alarm systems in operation during construction.
9.Maintain the existing sprinkler system in operation during construction.
10. Provide fire extinguishers in work areas during construction.
I I . Provide temporary protection for adjacent construction. Promptly repair any damage at
no additional cost to the Owner.
L. Products and Substitutions:
I . Provide products and materials specified. Request Architect's selection of colors and
accessories in sufficient time to avoid delaying progress of the work.
2.5ubmit requests for substitutions shall be in writing, including reasons. Submit Sufficient
information for Architect to evaluate proposed substitution.
3.Remove and replace work which does not conform to the contract documents at no
additional expense to the Owner.
M. Installation:
I . Inspect substrates and report unsatisfactory conditions in writing.
2.Do not proceed until unsatisfactory conditions have been corrected.
3.Take field measurements prior to fabrication where practical. Form to required shapes and
sizes with true edges, Imes and angles. Provide inserts and templates a5 needed for
work of other trades.
4.1n5tall materials in exact accordance with manufacturer's instructions and approved
submittals.
I
5.In5tall materials'in proper relation with adjacent construction and with proper appearance.
G.Restore units damaged during installation. Replace units which cannot be Ilre5tored at no
additional expense to the Owner.
7.Refer to additional installation req uirements and ',tolerances Specified under individual
specification sections.
N. Closeout:
. Prepare punchlist for remaining work for review by the Architect.
2.Complete punchlist items promptly at no ad itional expense to the Owner.
3.5ubmit accurate record documents of building and Site.
4.5ubmit operating manuals, maintenance manuals, and warranty information.
5.Kemove temporary faofitie5 and provide final cleaning and touch-up.
6.Ke5tore portions of building, site improvements, landscaping and other items damaged by
construction operations to the 5ati5factionll of the Architect at no additional expense to
the Owner.
I
SECTION 0241 19 - SELECTIVE DEMOLITION
A. Summary:
1 . Provide selective demolition of building components' designated to be removed.
2.Provide selective demolition of exterior facade, 5tructure5, and components designated
to be removed.
3.Protect portions of building, site and adjacent Structures affected' by demolition
operations.
4.Notify Owner of schedule of shut-off of utilities which Serve occupied spaces.
5.Provide temporary protection for the public from demolition operations.
6.Provide pollution control during demolition operations.
7.Provide removal and legal disposal of materials.
B. Submittals:
1. Submit demolition Schedule. Include methods for protecting adjacent work and location
of temporary partitions if applicable.
2.5ubmit proposed location for disposal of materials, and permit if applicable.
C. Demolition:
1. Survey existing conditions and correlate with Drawings and specifications to verify extent
of demolition required.
2. Verify conditions at site to determine whether demolition methods proposed for use will
not endanger existing structures by overloading, failure, or unplanned collapse.
3 Perform demolition operations by methods which do not endanger adjacent Spaces,
structures, or the public.,
4.Perlform demolition operations to prevent dust and pollutant hazards. Provide chutes as
required to control dust and debris.
SECTION 050170 '- REPAIR OF GALVANIZED AND OTHER METAL 5URFACES
A. Summary:
I . Repair existing galvanized coatings on structural and other metal surfaces that are Showing
rust.
2. Prepare and coat existing non -galvanized structural metal materials.
B. References:
I . ASTM A780 - Practice' for Repair of Dama ed and Uncoated Areas of Hot -Di Galvanized
p p
Coatings. '
2. Society for Protective Coatings (SSPC) Documents
a. 55PC-PA2 Measurement of Dry Paint Thickness with Magnetic Gages
b.55PC-5P2 Hand Tool Cleaning
c. 55PC-5P5/NACE No. I White Metal Blast'Cieaning
d. SSPC-SP I O/NAGE No.2 Near -White Blast Cleaning
e. SSPC-SP I I Power Tool Cleaning to Bare' Metal
3.AAA5HTO/N513A 58.1 - Guide Specification for Coating Systems with Inorganic Zinc -Rich
Primer
C. Products:
I . Zinc -Rich Paint:
a. Zinc -rich paints shall' contain either between 65'% to 69% metallic zinc by weight or
greater than 92% metallic zinc by weight lin dry film.
b. Comply with Fed. Spec. DOD -P-2 1035a
c. Comply with applicable requirements in ASTM A 780
d. Comply with SSPC-Paint 20
e. Comply with SSPC-Paint 29
f. Comply with AA5HTO M 300
D. installation:
I . Surfaces to be repaired or coated with paints containing zinc dust shall be clean, dry, and
free of oil, grease, preexisting paint, and corrosion by-products.
2.Where heavy corrosion is evident, or foi joints that are identified a5 critical by the
structural engineer, blast clean the surface in accordance with 55PC5P I 0/NACE No. 2
near white metal. At other locations, clean'the surface to bare metal, in accordance with
SSPC-SP i I, as a minimum. Where circumstances do not allow blast or power tool
cleaning, and with the Architect's or structural engineer's permission, hand tool areas
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clean in accordance withSSPC Sreconditioned To ensure that a smooth eco d tioned coating can
be'effected, surface preparation Shall extend into the undamaged g d g alvanized coating. The
method and extent of surface preparation shall be agreeable to the Architect and/or
structural engineer.
3.If the area to be reconditioned includes welds, first remove all weld flux residue and weld
spatter (of a size that cannot be removed by wire brushing or blast cleaning) by mechanical
means, such as chipping, grinding, or power scaling, etc.
4.5pI ay or brush -apply the paints containing zinc dust to the prepared area. Apply the paint
a5 in accordance with the manufacturers printed m5truction5 in a single application
employing multiple passes to achieve a dry film thickness to be agreed upon between the
contracting parties. Allow adequate curing time before subjecting repaired items to
service conditions in accordance with the manufacturer's printed instructions.
5.The dry film coating thickness for the repair paint shall be 50% greater than the
surrounding galvanized coating, but not greater than 4.0 mils. Take thickness
measurements with either a magnetic, electromagnetic, or eddy -current gage to ensure
that the applied coating is as specified in accordance with 55PC-PA2.
SECTION 061000 - ROUGH CARPENTRY
A. Summary:
. Provide Rough Carpentry:
2.Fra'ming with dimension lumber.
3.Wood grounds; nailers, and blocking.
4.Wood furring.
5. Sheathing.
B. 5ubmittal5:
I . Submit product data.
C. Products:
I . Lumber Standards and Grade Stamps: PS 20, American Softwood Lumber Standard and
inspection agency grade stamps.
2.Con5truction Panel Standards: PS 1, U.S. Product Standard for C nstruction and
Industrial Plywood; APA PRP -108.
3.Wood Framing Standards: NFPA House Framing Manual
a. Exterior Wall Framing, 2x4: 2 inch by 4 inch nominal studs, 16 inches on center.
4.Pre5ervative Treatment: AWPA C2 for lu or and AWPA C9 for plywood; waterborne
pressure treatment.
III
a. Preservative retention 0.40 pcf.
SECTION
07600 - FLASHING AND
5HEET METAL
5.Dimen5ion Lumber:
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A. Summary:
I Provide Flashing and Sheet Metal:
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b. Species: Any species of grade indicated.
a. Preservative retention 0.40 pcf.
SECTION
07600 - FLASHING AND
5HEET METAL
5.Dimen5ion Lumber:
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a. Structural Framing: No. 2 grade.
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A. Summary:
I Provide Flashing and Sheet Metal:
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b. Species: Any species of grade indicated.
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2. Metal counterflashing and base
flashing.
c. Miscellaneous Lumber Blocking and Nailers:
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3.5heet metal accessories.
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d.MoisturContent: 19 percent.
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e. Grade: Standard rade light framin
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B. Submittals:
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1. Submit product data, samples,
shop drawmg5.
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6.Con5truction Panels:
C. Products:
a. Wall Sheathing: APA Sheathing, Exterior.
b. Roof Sheathing: APA Sheathing, Exterior.
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1. Sheet Metal Flashing and Trim:
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7.AuxiliarY Materials:
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a.
Sheet Aluminum: ASTM B
AAMA6 20.
209, 20 au e (.032 Two -coat fluoro
pof
g g inch).
)
Y mer finish
a. Felt Air Infiltration Barrier: Asphalt saturated organic felt, ASTM D 226, Type 1, No. 15
felt, unperforated.
b.
fabricated Units: Compliance
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with SMACNA Architectural Sheet Metal Manual
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b. Framing Anchors and Fasteners: Non -corrosive, suitable for load and exposure.
2. Auxiliary Materials:
D. Installation:
a.
Bituminous isolation coating.
b.I�astic
and elastomeric sealants.
1. Comply with requirements of Section 01000 - Project Requirements.
C.
Rosin -sized building '
lip sheet.
2.Comply with NEPA Manual for House Framing, NFPA Recommended Nailing Schedule, and
paper
NFPA National Design 5pecification5 for Wood Construction.
d., Polyethylene underlayment.
3.Comply with APA Design and Construction Guide, Residential and Commercial
e.IReglet5
and metal accessories.
Construction.
f.
Asphaltic roofing cement.
4.Provide nailers, blocking and grounds where required. Set work plumb, level and
D. in5tl
llation:
accurately cut.
I. Comply with requirements of
Section 01000 - Project Requirements.
5.Wood in contact with concrete, masonry or'within 6 inches of grade shall be preservative
treated. Comply with manufacturer's requirements for treated materials.
2.Instali flashing and sheet metal with provision for expansion and contraction.
3.ln5tall flashing and sheet metal to shed water properly.
4.In5tail gutters and downspouts to dram water properly.
SECTION 072 100 - THERMAL INSULATION
A. Summary:
5.15folate dissimilar metals with bituminous coating.
I . Provide Building Insulation and Vapor Retarders:
I
a. Thermal insulation in exterior walls, blanket type.
SECTION 07900 - JOINT SEALERS
A. Summary:
b. Thermal insulation above roof decking where asphalt shingles are to be installed, board
I . Provide joint Sealers at interior
and exterior vertical and horizontal joints.
type.
c. Fire5afing m5ulation, board or blanket type, as necessary.
5. Submittals:
2.5ubmit product data, mockup
of each joint type, adhesion test results for each
joint type.)
d. Sheet vapor retarders.
C. Products:
B. Submittals:
I .Submit roduct data.
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I . Urethane Elastomeric Joint Sealants:
a.I,Nonsag Type and Application: One -part non5ag urethane sealant, ASTM
C 920, for
G. Pr Oduct5:
vertical and horizontal joints, exterior and interior use.
,
. Board Insulation:
2.5ilicone
Elastomeric Joint Sealants:
a. Polyi5ocyanurate board, rigid, FS HH -1- 1972/ 1 , Class 2.
a. Exterior Use: One -part nonacid curing silicone sealant, ASTM C 920, fo'r
vertical and
t/Batt su a tion:
2.Blanke In I
II
'horizontalomts, modulus as required for application,
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a. Glass fiber or mineral slag fiber, ASTM C 665, Type I (unfaced).
b. Interior Use: One -part mildew -resistant silicone sealant, ASTM C 920.'
3.Fire5afmg Insulation:
3.Auxifiary Materials:
a. Semi refractory fiber board, semi rigid, ASTM C 61 2, Types I A, 113 or 2..
a.IElastomeric tubing backer rods.
b. Unfaced mineral wool fiber blanket, ASTM C 665 Type I.
b.bond breaker tape.
I
4.Va or Retarder (Not Integral with Insulation):
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D. Installation:
a. Polyethylene, A5TM D 4397, 10 mils, 0.
13 perm or less vapor transmission rating.
I . Comply with requirements of
(Section 01000 - Project Requirements.
5.Acce55orie5:
2.Te5t Sealant adhesion for each
substrate required.
a. Adhesives and mechanical anchors.
3.In5tall in proper relation with adjacent work.
b. Crack sealers and tapes.
4.Clean adjacent surfaces soiled with sealant immediately.
D. Installation:
I . Comply with requirements of Section 01000 - Project Requirements.
SECTION 087 10 - DOOR HARDWARE
2.In5tall insulation and vapor retarders with continuous coverage to provide optimum
A. Summary:
performance.
I . Remodel existing hardware.
31ap and seal joints and perimeters of vapor retarders.
B. Submittals:
4.In5tal( multiple layers of board insulation with staggered joints.
I . Submit product data, Samples, proposed hardware schedule, maintenance data.
C. Products:
SECTION 073 100 - SHINGLES
I .Weatherstripping
A. Summary:
2. Thresholds a5 nece55a rY
1 . Provide asphalt shingles for roofing applications.
D. fn5tallation:
2. Provide wood shingles for sidewall applications.
I . Comply with requirements of Section 01000 - Project Requirements. .
B. Submittals:I
1. Submit data,
2. Comply with hardware, manufacturers instructions.
product samples,
2.Roofing shingles with 30 -year warranty.
SECTION 095 10 - ACOUSTICAL
CEILINGS
C. Products:
A. Summary:
I . Products: As selected by Architect complying with the following.
i
I . Provide acoustical lay -in ceilings,
trim, and metal 5u5pen5ion system.
2. Shingles:
B. Submittals:
a. Heavyweight, laminated, glass -fiber -reinforced asphalt strip shingles. Match
1. Submit product data, samples.
manufacturer and color of shin les on the adjacent roof.
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C. Products:
b. Accessories: Hip and ridge shingles; 30# felt, ASTM D 226; self -adhering,
I . Acoustical Panel Ceilings:
g
polyethylene -faced sheet perimeter underlayment, ASTM D 1970; metal flashing and
drip edge.
a.Il5ize:
24 by 24 inches
3.Wood Shingles:
b
Thickness: 5/8 inch.
a. Type: No. i Grade Blue Label western red cedar.
clEd e Detail: Sq u are.
b. Accessories: 30# Felt, ASTM D 226; 5elf-adherin9 polyethylene -faced sheet
d.1 Pattern: Fissured
perimeter underlayment, ASTM D 1970; metal flashing and drip edge; ridge vent;
e.
Type: Suitable for wet or
humid environments. Cerama uard 605 by Arm5tron
g World
prefabricated hip and ridge shin 1e5.
Indu5triC5 or approved eqal
4.Fa5tener5: Non corrosive and non -staining.
2.565pen5ion Systems:
D. Installation:
a.I Exposed grid suspension
system, A5TM C 635 light duty classification,
standard
I. Comply with requirements of Section 01000 - Project Requirements.
profile, double -web aluminum
with prepainted aluminum cap .
2. Comply with NBCA Steep Roofing Manual
b.Fire Rating: Non -fire -resistance
rated sus en51on system.
3.Coordinate shinle installation with fla5hin s and metal accessories to shed water'
g 9
3.5u5pension System Acce55ories;
Attachment devices and hangers, ASTM
C 635. All
properly.
accessories shall be aluminurr
I
with painted or anodized finish, or galvanized steel
a.I
Cap Material: Painted aluminum
finish.
SECTION 075300 - SINGLE -PLY MEMBRANE ROOFINGb
Edge molding and trim.
A. Summary:D.
installation:
I . Provide single -ply membrane roofing and roof insulation.
1. Comply with requirements of
O 1000 Project Requirements.
2.Remove existing roofing, insulation, and flashing.
(Section
3.Modi fY roofing for Construction.
T
2. M,ea5ure and layout acoustical
ractical
ceifing5 to avoid less than 112 panel units
whenever
existin 9 9 new
4.Membrane Roofing Warranty: Manufacturer's I O -year warranty.
p .
3.1n5tall suspension systems in
accordance with ASTM C 636.
B. Submittals:
4.In5tall panels with pattern or
i in one-way.
grain running o e y.
1. Submit product data, shop drawings, I 0 -year
warranty, maintenance data.
SECTION 053 10 - STEEL DECK
C. Products: I
PART 11 - GENERAL
I . Membrane Roofing: Totally adhered.
1 . 1 SUMMARY
a. EPDM Membrane: EPDM, 60 mils, A5TM D 4637, Type 1.
A. This Section mcludes the following:
2.ln5ulation: Polyi5ocyanurate
11I. Roof deck.
3.5heet Metal Accessories: SMACNA and NBCA recommendations.
I
1.2 SUBMITTALS
D. Installation:
A. Product Data: For each type
of deck, accessory, and product indicated.
I . Comply with requirements of Section 01000 - Project Requirements.
B. Shop Drawings: Show layout and types of deck panels, anchorage detaill5,
reinforcing
1
2.Coordinate membrane roofing installation with flashings and metal accessories to shed
channels, pans, cut deck openings, special jointing, accessories, and attachments
to
water properly. 1
other construction.
3.Detaihng and installation Shall comply with
ensure warranty.
manufacturer's standard details as required to
C. Product certificates.
D. Welding certificates.,
E. Field quality -control test and
inspection reports.
F. Research/Evaluation Kep orts:
For steel deck.
L
I
1.3 QUALITY ASSURANCE
A. Welding: Qualify procedures and personnel according to AWS D 1 .3, "Structural Welding
Code - Sheet Steel."
B. Fire -Test -Response Characteristics: Where indicated, provide steel deck units identical
to those tested for fire resistance per ASTM E 1 19 by a testing and inspecting agency
acceptable to authorities having jurisdiction.
I . Fire -Resistance Ratings: Indicated by design designations of applicable testing and
inspecting agency.
2. Steel deck units shall be identified with appropriate markings of applicable testing and
inspecting agency.
C. A151 5pecification5: Comply with calculated structural characteristics of Steel deck
according to A151'5 "North American Specification for the Design of Cold -Formed Steel
Structural Members."
1.4 DELIVERY, STORAGE, AND HANDLING
A. Protect steel deck from corrosion, deformation, and other damage during delivery,
storage, and handling.
B. Stack steel deck on platforms or pallets and slope to provide drainage. Protect with a
waterproof covering and ventilate to avoid condensation.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering
products that may be incorporated into the Work include, but are not limited to, the
following:
B. Manufacturers: Subject to compliance with requirements, provide products by one of
the following:
I . ASC Profiles, Inc.
2. Canam Steel Corp.;The Canam Manac Group.
3. Consolidated 5y5tem5, Inc.
4. DACS, Inc.
5. D -Mac Industries Inc.
G. Epic Metals Corporation.
7. Marlyn Steel Decks, Inc.
8. New Millennium Building Systems, LLC.
9. Nucor Corp.; Vulcraft Division.
O. Roof Deck, Inc.
I I . United Steel Deck, Inc.
12. Valley Joist; Division of EBSCO Industries, Inc.
13. Verco Manufacturing Co.
14. Wheeling Corrugating Company; Div. of Wheeling-Pittsburgh Steel Corporation.
2.2 ROOF DECK
A. Steel Roof Deck: Fabricate panels, without top -flange stiffening grooves, to comply with
"SDI 5pecification5 and Commentary for Steel Roof Deck," in SDI Publication No. 30, and
with the following:
I . Galvanized Steel Sheet: ASTM A 653/A 653M, Structural Steel (55), Grade G90
(Z275) zinc coating.
2. Deck Profile: Type WR, wide rib.
3. Profile Depth: 1-1 /2 inches (38 mm).
4. Design Uncoated -Steel Thickness: 0.0295 inch (0.75 mm).
2.3 ACCESSORIES
A. General: Provide manufacturer's standard accessory materials for deck that comply with
requirements indicated.
B. Mechanical Fasteners: Corrosion -resistant, low-velocity, power -actuated or
pneumatically driven carbon -steel fasteners; or self -drilling, self -threading screws.
C. Side -Lap Fasteners: Corrosion -resistant, hexagonal washer head; self -drilling,
carbon -steel screws, No. 10 (4.8 -mm) minimum diameter.
D. Flexible Closure 5trip5: Vulcanized, closed -cell, synthetic rubber.
E. Miscellaneous Sheet Metal Deck Accessories: Steel sheet, minimum yield strength of
33,000 psi (230 MPa), not less than 0.0359 -inch (0.91 -mm) design uncoated
thickness, of same material and finish as deck; of profile indicated or required for
application.
F. Repair Paint: Manufacturer's Standard rust -inhibitive primer of Same color as primer.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Install deck panels and accessories according to applicable specifications and
commentary in SDi Publication No. 30, manufacturer's written instructions, requirements
in this Section, and a5 indicated.
B. Place deck panels on supporting frame and adjust to final position with ends accurately
aligned and bearing on Supporting frame before being permanently fastened. Do not
Stretch or contract side -lap interlocks.
C. Place deck panels flat and square and fasten to supporting frame without warp or
deflection.
D. Cut and neatly fit deck panels and accessories around openings and other work
projecting through or adjacent to deck.
E. Provide additional reinforcement and closure pieces at openings as required for strength,
continuity of deck, and support of other work.
F. Comply with AWS requirements and procedures for manual shielded metal arc welding,
appearance and quality of welds and me hods U5Cd for correcting welding work
G. Mechanical fasteners may be used in lieu of welding to fasten deck. Locate mechanical
fasteners and install according to deck manufacturer's written m5truction5.
H. End Bearing: Install deck ends over supporting frame with a minimum end bearing of
1-1 /2 inches (38 mm).
I. Misc IlaneosRoof-Deck Aecessories: install finish stri
s, end closures, and reinforcing
channels according to deck manufacturer's written instructions. Mechanically fasten to
substrate to provide a complete deck installation.
3.2 FIELD QUALITY CONTROL
A. Testing Agency: Owner will engage a qualified independent testing and inspecting
agency to perform field tests and inspections and prepare test reports.
B. Field welds will be subject to mspection.
C. Testing agency will report mspection results promptly and in writing to Contractor and
Architect.
D. Remove and replace work that does not comply with specified requirements.
E. Additional in5pectmg, at Contractor's expense, will be performed to determine
compliance of corrected work with specified requirements.
3.3 REPAIRS
A. Galvanizing Repairs: Prepare and repair damaged galvanized coatings on both surfaces of
deck with galvanized repair paint according to ASTM A 780 and manufacturer's written
m5truction5.
END OF SECTION 05310
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RETAIN EXISTING FRAME. — — i — — — — — — — —
PROVIDE NEW HARDWARE
Floor Plan.
10
SCALE: 1/4"-1-0
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ADJUST DOOR ALIGNMENT
AS NECESSARY TO ALLOW
SMOOTH OPERATION AND
SECURE LATCHING.
REDUCE PERIMETER GAPS
AS REQUIRED FOR NEW
WEATHERSTRIP.
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ON EXISTING DOORS -
REFER TO SPECIFICATION
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I A EXISTING BENT WIDE -FLANGE BEAM ! 9- ! I" DP. x I I -1 /4"
FLANGE WIDTH, GALVANIZED, WITH 8" x 4" ALUMINUM
BOX BEAM ABOVE
1 B EXISTING BEND WIDE -FLANGE BEAM, 19-1/4" DP. x
I I - 114" FLANGE WIDTH, GALVANIZED
20 EXISTING STRAIGHT WIDE -FLANGE BEAM, 19-1/4" DP, x
I 1-1 /4 FLANGE WIDTH, GALVANIZED
EXISTING 5TEEL BEAM, 12- I/4" DP. x 4" FLANGE WIDTH,
GALVANIZED, WITH 8" x 4" ALUMINUM BOX BEAM ABOVE
EXISTING STEEL PURLIN, 12" DP. x 4" FLANGE WIDTH,
GALVANIZED
5 EXISTING 5TEEL PURLIN, 12-114" DP. x 4" FLANGE WIDTH,
GALVANIZED
�G EXISTING 5TEEL CHANNEL, 9" DP. x 2-1/2" WIDTH,
GALVANIZED
OEXISTING SLOPED 5TEEL PURLIN CARRYING BACK OF
ROOF DECK, 12 DP. x 4 FLANGE WIDTH, GALVANIZED
8A EXISTING GYPSUM ENCL05URE WITH G" METAL STUD
FRAME
8B N A EX15TIN G SLOPED GYPSUM E CLOSURE WITH 6 METAL
5TU D FRAME
NEW IN5ULATED DOUBLE-5KINITRAN5LUCENT
FI5ERGLA55 ROOF PANELS ON EXISTING STRUCTURE.
MANUFACTURER AND CONTRACTOR 5HALL'PKOVIDE
THERMAL PERFORMANCE INFORMATION OF THE
5ELECTED ROOF PANEI-5 FOR THE MECHANICAL
ENGINEER
""r' " t! U1 NEW GRID AND 2x2 CERAMIC -BASED ACOU51 IC TILE
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SCALE: 1/8" = 1'-0"
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Reflected Ceiling Plan - Existing
SCALE: 1/8" = 1'-0"
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OVER TAPERED R-30 (MIN.)
POLYISOCYANURATE 23
RIGID IN5ULATION A5.01
AND NEW GALVANIZED
METAL ROOF DECK.
REFER TO THE SPECIFICATION
j�— 1 2 -------
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POLY15OCYANURATI
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AND NEW 22
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METAL ROOF DECK: �
REFER TO THE 5PECIFICATION 1 P
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POLY15OCYANURATE 12 20
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AL OOF DECK
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TRANSLUCENT FIBERGLASS
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11 SCALE: 1/4" = F -a"
2 20 AT ROOF, BEYOND
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O\-\ •-.� 1 /4"/FOOT (TYPICAL)
2 0\ 2
P P A5.01
3
\ O\ EW ACOUSTIC
i p5 CEILING TILE
DN NEW GRID.
PF(-1FO Yinni
NEW MEMBRANE ROOFING
OVERTAPERED R-30 (MIN.)
POLYISOCYANURATE
RIGID INSULATION
AND NEW GALVANIZED
METAL ROOF DECK
NEW ASPHALT SHINGLES
WITH 30 -YEAR WARRANTY
OVER R-30
POLYISOCYANURATE
GID INSULATION
AN EW
GALVA D
METAL ROO ECK
NEW INSULATED
DOUBLE -SKIN
i
ASS
ROOF PANELS ON
EXISTING STRUCTURE
i
12
NEW SLOPED
ACOUSTIC
CEILING TILE
ON NEW GRID.
REFER TO
SPECIFICATION
REPAIRS AT DRINKING FOUNTAIN:
---� 1 . REMOVE EXISTING DRINKING FOUNTAIN.
2. REMOVE EXISTING WALL INCLUDING WALL
SURFACES AND STUDS.
3. REMOVE AND REPLACE DETERIORATED DRAIN
UNDER SLAB. RESTORE 5LA13 AS NECESSARY.
4. REBUILD WALL WITH NEW METAL STUDS AND
MOLD-RE515TANT 5/8" TYPE 'X' GYPSUM
BOARD AT EACH FACE,
5. INSTALL PT BLOCKING IN WALL FOR NEW
WATER FOUNTAIN.
G. PROVIDE AND INSTALL A NEW WATER
FOUNTAIN. CENTER ON WALL. FIN15H SPOUT'
HEIGHT SHALL BE 30 MAXIMUM ABOVE
FINISH FLOOR.
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REPAIRS AT DRINKING FOUNTAIN:
---� 1 . REMOVE EXISTING DRINKING FOUNTAIN.
2. REMOVE EXISTING WALL INCLUDING WALL
SURFACES AND STUDS.
3. REMOVE AND REPLACE DETERIORATED DRAIN
UNDER SLAB. RESTORE 5LA13 AS NECESSARY.
4. REBUILD WALL WITH NEW METAL STUDS AND
MOLD-RE515TANT 5/8" TYPE 'X' GYPSUM
BOARD AT EACH FACE,
5. INSTALL PT BLOCKING IN WALL FOR NEW
WATER FOUNTAIN.
G. PROVIDE AND INSTALL A NEW WATER
FOUNTAIN. CENTER ON WALL. FIN15H SPOUT'
HEIGHT SHALL BE 30 MAXIMUM ABOVE
FINISH FLOOR.
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REPAIRS AT DRINKING FOUNTAIN:
---� 1 . REMOVE EXISTING DRINKING FOUNTAIN.
2. REMOVE EXISTING WALL INCLUDING WALL
SURFACES AND STUDS.
3. REMOVE AND REPLACE DETERIORATED DRAIN
UNDER SLAB. RESTORE 5LA13 AS NECESSARY.
4. REBUILD WALL WITH NEW METAL STUDS AND
MOLD-RE515TANT 5/8" TYPE 'X' GYPSUM
BOARD AT EACH FACE,
5. INSTALL PT BLOCKING IN WALL FOR NEW
WATER FOUNTAIN.
G. PROVIDE AND INSTALL A NEW WATER
FOUNTAIN. CENTER ON WALL. FIN15H SPOUT'
HEIGHT SHALL BE 30 MAXIMUM ABOVE
FINISH FLOOR.
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PooltDetailslMayflower_Details.dwg 6/1/2017
i
I--- LAP AND ADHERE NEW CEDAR SHINGLE SIDING
UNDERLAYMENT OVER TO MATCH EXISTING
A5.0� FLASKING
CONTINUOUS FLASHING BY v CONTINUOUS 15# FELT
ROOF PANEL INSTALLER
EXTEND ROOFING
7 Tir r
UNDERLAYMENT 12" UP WALL!.
PREFINISHED .032" ALUMINUM
STEP FLASHING TO EXTEND ,
8" ABOVE TOP OF ROOFING
W
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A
FILL VOIDS WITH SPRAY FOAM
--- – ------ --- --- ----- —---------
----
TO MATCH EXISTING
A
SEALANT (TYPICAL)
TURN VAPOR BARRIER UP WALL
EXISTING/NEW ROOF PANEL
AND SEAL TO SHEATHING
SUPPORT STRUCTURE BY
INSULATED BLOCKING (TYPICAL)
ROOF PANEL MANUFACTURER
EX15TING STRUCTURE -
EXISTING STRUCTURE -
VERIFY IN FIELD
VERIFY IN FIELD
Shingle'
-Panel
Connection at Side
Detail: Shingle
Roof at Sidewall
2%
13
SCALE:
1-1/2"
=1'-0"
SCALE: 1-1/2" = 1'-0"
LAP AND ADHERE
UNDERLAYMENT OVER
FLASHING
CONTINUOUS FLASHING BY
MEMBRANE FABRIC FLASHING
qSo
ROOF PANEL INSTALLER
NOTE:
.032" PREFIN15HFD ALUMINUM
VERIFY FLASHING AND ANY
BRAKE METAL FLASHING
PANEL WATERPROOFING
COMPATIBILITY IF IN CONTACT
I xG PVC TRIM. CHAMFER, TOP
WITH SHINGLE ROOFING OR
AS0
TO MATCH UPPER ROOF
UNDERLAYMENT, OR PROVIDE
SLOPE. SET IN CONTINUOUS
SEPARATION
BED OF ROOFING CEMENT
1 "`---- INSULATED BLOCKING (TYPICAL)
INSULATED BLOCKING (TYPICAL)
—�
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qso,
SEALANT (TYPICAL)
i o
NEW INSULATED
DOU BLE -SKI N
TRANSLUCENT FIBERGLASS
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1 -1 /2" GALVANIZED ROOF DECK
EXOTING/NEW ROOF PANEL
(TYPICAL)
SUPPORT STRUCTURE BY
ROOF PANEL MANUFACTURER
EX15TINGISTRUCTURE -
EXISTING STRUCTURE
VERIFY IN FIELD
Shingle'
-Panel
Connection at -Top
Ridge at Membrane
-Asphalt
2 2 SCALE:
1-1
2" = 1'-0"
12 SCALE: 1-1/2" = 1'-0"
APPROXIMATE
ASPHALT SHINGLES -
EXI5TING
SLOPE:
REFER TO SPECIFICATION
12
7
SELF -ADHERING
SHEET UNDERIAYMENT AT
ROOF PERIMETER, VALLEYS
qs°
AND RIDGE5 (TYPICAL}.
ALL OTHER AREAS SHALL
`
BE COVERED WITH
.�
INSULATED BLOCKING (TYPICAL)
�`
CONTINUOUS 30# ROOF FELT
LAP AND ADHERE
1/2" CDX PLYWOOD,
MECHANICALLY FASTENED TO
UNDERLAYMENT OVER
ROOF DECK
DRIP EDGE
K-30 RIGID ROOF INSULATION
-
CONTINUOUS PREFINI5HED
ALUMINUM DRIP EDGE
x PVC TRIM
CONTINUOUS I 0 -MIL
POLYETHYLENE VAPOR BARRIER
`
(TYPICAL)
EXISTING'TRIM AT WALL,
NEW 1-1 /2" GALVANIZED
BELOW
ROOF DECK
Detail:
Eave at Shingle Roof n
Detail: Asphalt
Shingle Roof
1
11
SCALE:
1-1/2"
= 1'-0"
SCALE: 1-1/2" - 1'-o"
EXISTING SHINGLE ROOFING -
�,�--
PATCH WITH NEW TO MATCH
AS NECESSARY
'--- ROOFING UNDEKLAYMENT
OVERLAPS FLASHING
MATCH EXISTING AS
ADHERED .OGO EPDM
NECESSARY
MEMBRANE ROOF
8" WIDE ;032" FLAT
ALUMINUM FLASHING
SLOPE DOWN
Fq�
MEMBRANE FABRIC FLASHING
1/4" PER FOOT
TAPERED ROOF INSULATION,'
MINIMUM 1/8" PER FOOT
EXISTING ROOF SHEATHING
(EXISTING STRUCTURE SLOPES
APPROX. 1 /8" PER FOOT,
MEMBRANE ROOFING MFR'S
RESULTING SLOPE = 1/4"/FOOT)
° STANDARD VALLEY -CORNER
A5.01
DETAIL
— --
—
K-30 RIGID ROOF INSULATION
---
EXISTING STRUCTURE -
VERIFY IN FIELD
CONTINUOUS 10 -MIL
POLYETHYLENE VAPOR BARRIER
INSULATED BLOCKING (TYPICAL)
(TYPICAL)
NEW 1-1/2" GALVANIZED
ROOF DECK
Detail:
hMembrane at Existing Roof
etail: Membrane Roof
SCALE:
10 SCALE: 1-1 j2" = 1'-0"
1-1%2"
= 1'-0"
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311 Great Road, Post Office Box 1551
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Littleton Massachusetts 01460
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'CONDITIONS OF GENERAL' :RE IREMENTS APPLY TO WORK SH OWN ON THESE DRAWINGS.
THE CONTRACT� AND DIVISION 1
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1 . ALL CONDUIT, WIRING AND ELECTRICAL EQUIPMENT SHALL BE INSTALL ED AND GROUNDED IN ACCORDANC E, WITH T� E LA EST
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120/208, VOLT PAN ELB OARD SURFACE MOUNTED
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EXAMINE DRAWINGS AND OTHER SPECIFICATIONS FOR REQUIREMENTS, THAT, AFFECT WORK SHOWN ON THESE DRAWINGS.
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GULAR NUMBER NTIT1 IES NECESSA
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OVIDE ITEMSf REFERRED TO IN SIN
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MOTOR, NUMERAL INDICATES
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f
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'APPROVALS,,FROM- AUTHORIT IES4�THAf HAVE JURISDICTION.j ,
�5.
AW ND
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6. F LING PENETRATI
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7
MATERIAL 'AND EQUIPMENT SHALL, BE' UL,': NEMA,' ANSI,' IEEE,,��ADA APPROVED FOR NTENDED SERVICE., MATERIAL
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. . . .....
AND�,INSTALLAT0 SHALL MEEr UIREMENTS OF NATIONAL AND, STATE 1LECTRICA
7. PROVIDE FIRE/MOISTURE_ SEAL FOR WALL, FLOOR OR CEILING PENETRATIONS.
8
T7AND AVAILABLE Fb INSPECTION
MA NTAIN RECORD �:DRAWINGS -ON' SITE. RECORD SET MUST ',$E_'COMPLETE CURREN R
8. DO NOT LAY CABLES OR RACEWAY ON, OR SUPPORT FROM SUSPENDED CEILING OR PIPING AND �DUCTWORK.
D
'WHEN REQUISITIONS FOR PAYMENT ARE SUBMITTED.
9 -OUTLET BOXES SHALL BE -MOUNTED FLUSH. CONDUIT SHALL BE RUN CONCEALED. WHERE -WALLSr.',ARE, BLOCK, DEVICES
9.
IR
U EEr'W'RK IN -WRITING FOR FROM DATE OF FINAL ACCEPTANCE. REPAIR OR � EPLACE rDEFECTIVE
'G ARANT
AND WIRING SHALL BE SURFACE MOUNTED. PROVIDE WIREMOLD OR EQUAL TO SURFACE MOUNTED�RACEWAY WITH
MATERIALS OR INSTALLATION T NO'COST TO OWNER. CORRECT,:DAMAGE CAUSED IN MAKING NECESSARY REPA RS AND
FINISHED BOXES.
REPLACEMENTS UNDER GUARANTEE NO COST 70 OWNER.
I - I I I ,
I I 10.
r I r
-NOT
UBMIT GUARANTEE O ENGINEER, BEFORE FINAL PAYMEN STATEMENT'r OF 6ARANTEE� REQUIREMENTS SHALL BE ,
FLEXIBLE CONDUIT CONNECTIONS SH ALL BE A MAXIMUM OF 6'-0
r I I � : 1 - I I I I I I
I r . I
,
r BRAN 'FEEDER 'SYMBO LS r
C H CIRCUIT AND
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-0
INTERPRETED TO 'LIMIT WNER'S'RIGHTS UNDER LAW' AND HIS CONTRACT.
,
1 1
V INFORMATION AND
DRAWINGS ARE DIAGRAMMATIC AND. INDICATE, GENERAL, ARRANGEMENT OF, SYSTEMS. r PRO IDEr
COMPONENTS SHOWN ON r RISER DIAGRAMS, -BUT NOT, �SHOWN ON PLANS, AND VICE VERSA, AS, IF,EXPRESSLY �REQIJIRED 'ON
BRANCH CIRCUIT OR FEEDER CONCEALED UNLESS 0 THERWISE NOTED. BRANCrW:CIRCU'T DIAGONAL LINES NDICATE
NUMBER OR -,CONDUCTORS, NO DIAGONAL' LINES INDICATES TWO (2) CONDUCTORS '(11 PHAS AND 1, NEUTRAL ROUND'
BOTH.
SIZE TOR 12 AWGrAND 3/4" CONDUIT WISE NOTED
WIRE(S) NOT INDICATED.. IN UNLESS OTHER
M WUM
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'A BBREVIATIONS
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12.
UTILIZE MOLDED CASE� CIRCUMBREAK
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1 AWG P HASE),
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13.
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IN TIN
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AC ALTERNATING C URRENT'
tA I A v I I AN in I T_AhAQ r7 P T7
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CODE
TILINEAR TO STRUCTURE.
CB
CIRCUIT BREAKER
'VERSA,
COPPER
NS
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NOT TO SCALE�,
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/ICE SHALL BE INCLUDED AS ]F
CL
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No, #
�NUMBER
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'Revisions -
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