Specifications_Bid SetPROJECT MANUAL & SPECIFICATIONS
W&B DEVELOPMENT
THE OFFICES OF
JONES WHITSETT ARCHITECTS
60 Maple Street
FLORENCE, MA
BID SET
05/12/2024
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60 MAPLE STREET
The Office of Jones Whitsett Architects Short-form Specifications
60 Maple Street, Florence, MA
May 12, 2024
TABLE OF CONTENTS
00 63 25 SUBSTITUTION REQUEST FORM ................................................................................................................ 3
01 00 00 GENERAL REQUIREMENTS ............................................................................................................................ 4
02 00 00 EXISTING CONDITIONS ................................................................................................................................. 5
03 00 00 CONCRETE .......................................................................................................................................................... 6
05 00 00 METALS ............................................................................................................................................................... 6
06 00 00 WOOD, PLASTICS, AND COMPOSITES .................................................................................................... 6
07 00 00 THERMAL AND MOISTURE PROTECTION .............................................................................................. 8
08 00 00 OPENINGS ........................................................................................................................................................... 9
09 00 00 FINISHES ............................................................................................................................................................ 10
10 00 00 SPECIALITIES ..................................................................................................................................................... 11
11 00 00 EQUIPMENT ...................................................................................................................................................... 11
12 00 00 FURNISHINGS .................................................................................................................................................. 12
21 00 00 FIRE SUPPRESSION ......................................................................................Error! Bookmark not defined.
22 00 00 PLUMBING ........................................................................................................................................................ 12
23 00 00 HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) ........................................................13
26 00 00 ELECTRICAL .......................................................................................................................................................13
28 00 00 ELECTRONIC SAFETY AND SECURITY .................................................................................................... 14
PART II SPECIFICATIONS: SITE & LANDSCAPE……………………………………………………………………….………..……18
LIST OF DRAWINGS
T100 - TITLE SHEET
AD100 - DEMO PLANS
L001 - EXISTING CONDITONS PLAN
L002 - PROPOSED SITE PLAN
A100 - BASEMENT PLAN
A101 - FIRST FLOOR PLAN
A102 - SECOND FLOOR PLAN
A160 - ROOF PLAN
A180 - ROOF DETAILS
A201 - EXTERIOR ELEVATIONS
A30O - BUILDING SECTIONS
A320 - WALL SECTIONS
A330 - SECTION DETAILS
A340 - STAIR DETAILS
A400 - INTERIOR ELEVATIONS
A401 - INTERIOR ELEVATIONS
A510 - DOOR LEGEND & DETAILS
A520 - WINDOW LEGEND & DETAILS
A600 - MILLWORK DETAILS
A601 - MILLWORK DETAILS
A700 - FINISH PLANS
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60 MAPLE STREET
00 63 25 SUBSTITUTION REQUEST FORM
Project:
To: Jones Whitsett Architects
We hereby submit for your consideration the following product as a substitution for the item specified for the above
referenced project:
Drawing Number: __________ Drawing Title: ____________________________________________
Specification: ____________________ Specified Item: ____________________________________________
Proposed Substitution: ________________________________________________________________________
Attach complete information on changes to Drawings and Specifications, including related work on other Drawings and
under other Sections of the Specifications necessary for the proper installation of the pro- posed substitution, including
proper coordination and finishing.
Submit with request complete Product Data, samples and other data necessary to substantiate that the proposed item
is equal to or exceeds the specified item in all respects. Clearly mark manufacturer’s literature to indicate equality in
performance and warranty information. In the case of operating equipment or systems, provide information as to
servicing and maintenance requirements, and anticipated service life in the indicated application.
Fill in the blanks below (attach additional sheets as necessary):
A. Does the substitute affect dimensions shown on the Drawings: Yes No
B. Will the undersigned pay for changes to the building design, including architectural/engineering detailing costs
caused by the requested substitution: Yes No (if no, please explain)
D. What effect does the substitution have on construction schedule? _________________________________
F. This substitution will amount to a credit or extra cost to the Owner of: ________________________dollars.
Submission of this form by the Contractor will not require the Owner to accept the proposed substitution.
The Owner’s acceptance of any substitution will not change the Contract Price, unless the Owner, Contractor and any
other required parties execute a Change Order in accordance with the terms and provisions of the Contract
Documents.
Submitted By: ________________________________ ________________________
(Signature)(Date)
________________________________
(Company)
SUBSTITUTION REQUEST FORM
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01 00 00 GENERAL REQUIREMENTS
01 11 00 SUMMARY OF WORK
The project is a demolition, renovation and addition of an existing 1860’s era wood framed two story structure that has
been adapted into a series of individual business units from its original residential use. The existing building is 3,888sf.
The rear addition of the existing is 1,084sf and will be abated and demolished to make way for a 5,953sf two story
addition with full basement. The total completed project will be 7,475 gsf, The new addition will be wood framed with
central steel columns, wood floor joists and steel open web joists supporting a roof of structurally insulated panels.
Renaissance Builders is serving as the project’s Construction Manager (aka Contractor) and will coordinate the
development of design-build drawings for Mechanical, Electrical and Plumbing systems with selected subcontractors..
Set up and training of Owner on use and maintenance of building systems is required by the Contractor, as is one year
warranty from date of substantial completion for all products, systems and new construction. Contractor will
coordinate with Architect to coordinate pre-insulation inspection, mid-construction inspection, final blower door test,
duct leakage test and final inspection to confirm compliance with MA Commercial Stretch Code and Opt-in Code.
Contractor shall purchase and maintain general liability and contractual liability coverage and shall provide certificates
of insurance and applicable endorsements before commencing work verifying $1,000,000 Bodily Injury and Property
Damage per project and $1,000,000 Worker’s Compensation coverage. The policy shall include endorsements and a
waiver of subrogation in favor of the Owner.
The project’s construction is expected to commence June 1, 2024 and achieve substantial completion by December 31,
2024. The Owner shall obtain and pay for all permits, fees, licenses and inspections. The Contractor shall designate a
licensed construction supervisor to the project. The Contractor is required to provide a construction estimate and
schedule of values to the Architect before commencing work and is to establish and maintain an accurate project
construction schedule.
The Owner has secured and provided a survey to the Owner and is responsible for the costs of any additional costs
associated with testing that may be required.
Owners Mailing Address:
Jones Whitsett Architects
308 Main Street
Greenfield, MA 01301
413.773.5551
(db@joneswhitsett.com,kw@joneswhitsett.com)
01 29 00 PAYMENT PROCEDURES
Applications for Payment shall be submitted to the Architect’s office. Prior to the first application for payment, a
Schedule of Values allocating portions of the Contract Sum to various portions of the Work shall be submitted and used
as the basis for reviewing the Contract’s Applications of Payment.
01 33 00 SUBMITTAL PROCEDURES
Within 30 calendar days after signing the contract, General Contractor shall provide the Architect with a construction
schedule including anticipated dates for major submittals.
Shop Drawings, Product Data, Samples and all other Submittals shall be submitted in hardcopy to the office of the
Architect. No item, material, system or piece of equipment requiring approval of the Architect or Owner shall be
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ordered or installed until such approval has been obtained. The Architect/Owner’s review will not exceed 7 working
days from the date on which the architect receives the submission.
Each submittal shall clearly indicate the project, what is being submitted, date and revision of submittal, if applicable. A
clear space for the architect’s stamp and comments shall be provided. Samples and Color chips shall be submitted to
the Architect/Owner.
01 40 00 QUALITY REQUIREMENTS
Contractor required to provide mock-ups of exterior wall and roof conditions, minimum of 2’ wide. Mock ups shall also
be provided for millwork and counters.
Using photographic measures, the Contractor is to verify installation of a continuous envelope air barrier. All electrical
and communications boxes that penetrate the air barrier of the thermal envelope shall be caulked, taped, gasketed or
otherwise sealed to the air barrier element being penetrated.
Installation and testing of a single window required prior to installation of remaining windows. Blower door test
required of the addition when the building is fully enclosed. The Whole Building test method in accordance with ASTM
E3158, ASTM E779, ASTM E3158 or ASTM E1827 shall be used to measure air leakage of the addition and shall be
submitted to the Owner/Architect and the City of Northampton Building Department. The measured air leakage shall
not be less than 0.35 cfm/ft squared at a pressure differential of .3 inch water gauge (75 Pa) with the calculated
building thermal envelope surface area being the sub of the above and below grade building thermal envelope of the
addition.
The Building must meet Energy Stretch Code and achieve a HERS index rating of no greater than 55. The Contractor is
responsible for providing documentation proving that both requirements are met. General Contractor is responsible for
obtaining HERS modeling and testing services.
01 50 00 TEMPORARY FACILITIES AND CONTROLS
Contractor responsible for providing the following and submitting plans and procedures:
Temporary electricity and lighting
Temporary weather protection
Temporary humidity control
Protection of work, property and the public
Pest control
Temporary fire protection
Temporary sanitary facilities
Construction fence
Project signs
01 74 20 CLEANING AND WASTE MANAGEMENT
Owner will be responsible for final cleaning.
02 00 00 EXISTING CONDITIONS
02 41 00 DEMOLITION
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Demolish and remove existing rear addition, shed, rear stair, rear porch and underlying crawl space and
contents.. Contractor is responsible for review of existing wood that might reasonably be salvaged.
Saw cut existing parking blacktop as necessary for new foundation.
Remove any trees, shrubs, stumps, and boulders as needed to accommodate construction of the building and
site work. Remove all debris from site. Protect plants identified by owner or architect.
Protect the existing building, its steps and porches that are to remain.
Protect existing utility connections to remain and carefully eliminate and re-establish new connections as
required.
Salvage plumbing fixtures – as identified with owner prior to demo.
03 00 00 CONCRETE
FOOTINGS AND WALLS
Footings to be 3000#, foundation walls to be 4000# (confirm with Bob Leet, PE)
Foundation walls to be 8” thick unless otherwise noted on plans
Reinforcing steel in walls grade 60 #4 bars in accordance with plan. Any notations not in accordance with
MGL 780 CMR should be brought to the attention of the Architect prior to contract agreement.
All concrete form tie holes waterplugged with latex fortified water plug cement
Foundation to be coated with 2 coats acrylic waterproofing compound coating applied to all subgrade areas of
foundation walls. Coating shall not be applied to above grade foundation walls.
Deck piers - All in one footing tubes, 3500 lb. mix reinforced with three #3 hoop tie bars and four #4 vertical
bars. Piers to extend of below frost level or a minimum 4’ below original grade with one anchor bolt.
SLABS
Interior slab to be 4000# concrete 4” thick slab. Below the slab there shall be a base of 12” compacted
granular base followed by 3” of expanded polystyrene insulation with a 15 mil vapor retarder on the underside
of the slab. (JWA still evaluating 3” vs 2” EPS)
05 00 00 METALS
Structural steel frame (beams and columns) and miscellaneous members to conform to ASTM standards.
Bolts to conform to either ASTM A307 or A325.
Where required, columns to be 4 HHS 4x4x1/4 concrete-filled steel pipe column w/ 16 gauge minimum wall
thickness. (concrete filled? Confirm with Bob Leet?)
06 00 00 WOOD, PLASTICS, AND COMPOSITES
06 10 00 ROUGH CARPENTRY
Rough Labor -- All labor to bring project to a weather tight shell with exterior doors and windows installed and
shimmed including all exterior trim, blocking and housewrap around windows and doors, installed, but excluding
roofing. Cut and frame in all chases, scuttle holes and related or similar work. Work includes patching subfloors, ready
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for underlayment. All cutting and reframing to be ready for drywall, required by the intent of the plans, specifications or
documents are included.
NOTE: Framers are to assist insulation installers with assuring that AIR BARRIERS are fully aligned and continuous. See
section 07 20 00 and examples below for known areas that require attention:
All sill plates adjacent to conditioned space sealed to foundation or sub-floor with foam gasket and caulk. Foam gasket
also placed beneath sill plate if resting atop concrete or masonry and adjacent to conditioned space. Install a gasket to
prevent air leakage and seal all exterior wall sill plates to the sub-floor or foundation to prevent air leakage.
Insulated headers shall be minimum R-10 using continuous rigid insulation sheathing except where the framing plan
indicates that full-depth solid headers is the only acceptable option because of structural requirements.
Wood furring, sheathing, and blocking for built-in casework and nailers for the top of all roof framing members;
minimum 5/8-inch thick structural grade plywood for roof sheathing.
FRAMING - WALLS AND FLOORS
All window, door, and roof flashing components to produce a continuous and complete water and air barrier at the face
of the exterior wall sheathing. Special care provided at walls behind showers, sinks and mechanical room.
Exterior 2x6 studs serving as structural wall. Stud spacing at 16 o.c. Studs shall be one piece from sill to top plate with
no intermediate plate.
Interior 2x4, 16 o.c.,
Sill Plates
First floor sill plates sealed to foundation or sub-floor with foam gasket resting on top of concrete foundation wall.
1st Floor Framing
4” Slab on Grade
2nd Floor Framing
1 ¾ x 9 ¼”Engineered TJI-560, 16” o.c.
Rim Joists
1 ¾ x 9 1/2” LVLs typical
Porch Columns
3 ½”x3 ½” Pressure treated engineered wood columns, basis of design: Anthony Power Column.
Framing at windows shall be limited to a maximum of one pair of king studs and one pair jack studs per window
opening to support the header and window sill. Additional jack studs shall be used only as required by code or as
needed for structural support and cripple studs only as needed to maintain on-center spacing of studs.
Subflooring to be glued and nailed to joists per code and according to schedule and good construction practice.
Subfloor at 2nd floor to be ¾” UL plywood with ½” cork or other acoustic substrate.
FRAMING - ROOFS
Roof Framing at Two Story Volume
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K-Series open web steel trusses per structural drawings, painted, 48” o.c.
Roof Framing at One Story
I-joists - 9 ¼, with tapered insulation (confirm with Bob Leet)
STAIRS
Stair stringers to be 1 ½” LVL with steel L-angle. Treads to be 1 1/4” Hickory, natural finish. Risers to be perforated
steel, painted. Treads and Risers to meet ADA requirements. Handrails to be accessible round with eased corners on
black finish, stainless steel 3 screw plate and bracket. Guardrails to be cable rail at first and second. Plywood risers to
basement level
06 40 00 ARCHITECTURAL WOODWORK
Trim at doors to be 5/8” x 2 ½” flat wood casing, primed and field painted.
Window sills to be ¾” hardwood maple, natural finish with square edge.
Wall bases at wood floors to be 6” high, primed and field painted at first and second floor.
Base at casework toe-kick to be ½” x 6” hardwood, natural finish.
Beadboard- reversed painted, Bathroom wet-wall
Bathroom Countertops: To Be Supplied by JWA
Bathroom Custom Vanity – Natural Finish Hardwood Plywood, Birch
Chris Parkin’s Desk- Hardwood Plywood with Proterrazzo Systems Precast Terrazzo Surface – Gramercy
Cement Terrazzo, honed finish (confirm with architect before ordering)
Built-in Counters, Desks, and 1st Floor Storage Counter
o Desktops to be wood veneer plywood (Maple?)
o Supports to be 24x24 metal brackets, finish tbd.
o Trim to be 1x2 hardwood (Maple?)
o Storage Counter top to be Proterrazzo Systems Precast Terrazzo Surface – Gramercy
CASEWORK
Kitchen casework to be Ikea SEKTION kitchen with Havstorp turquoise with Orrnas drawer handles and pulls. Kitchen
counter top to be white solid surface.
Decking
Basis of design – 1x4 Red Balau.
07 00 00 THERMAL AND MOISTURE PROTECTION
07 10 00 DAMPROOFING AND WATERPROOFING
Below grade at foundation walls and slabs, use a 15-mil vapor barrier between insulation and concrete: Basis of design -
Stego wrap. Walls above grade to have Henry Blueskin SA air/vapor barrier.
07 20 00 THERMAL PROTECTION
Slab: 3” EPS (possibly 2”)
Foundations: 3” XPS at the inside face, down to a minimum depth of 4’.
Walls above foundation: 3” continuous polyiso exterior and 5 ½” cellulose insulation interior to stud
Main Roof: 12 ½” Structural Insulated Panel (SIP) with ½”tongue and groove interior finish on sheathing.
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Low-sloped Conf Rm Roof: 11 ½”EPS Insulation on ¾”OSB Sheathing with 3/8” coverboard
Existing interior foundation: 3” closed cell sprayfoam
07 40 00 ROOFING AND SIDING PANELS
Siding
All cladding to have insect guard at base, window openings, and eave.
Two story volume: basis of design 9 1/4” wide reverse board and batten
One story volume: basis of design – ¾”wood lap siding, primed on ¾” standoff
Trim
Basis of design: Lifespan Solid Select trimboard, primed, field cut
1” stock for door trim, and corner boards as required.
Roof Soffits: ½” ACX plywood, painted
Fascia: Lifespan Solid Select, 1x10”
07 50 00 ROOFING
Low slope roof conditions including conference room, entry, connector to existing and existing shall use PVC
membrane roofing: basis of design – Sika Sarnafil, 60 mil membrane with felt back. Confirm colors with architect.
Main Roof: 2 ½” Standing Seam Metal Roofing, color to be determined by Architect from standard selection
on ice and water-shield.
07 60 00 FLASHING AND SHEET METAL
Galvanized sheet metal, painted where exposed.
07 70 00 ROOF AND WALL SPECIALTIES AND ACCESSORIES
Gutters: D-style, 6” wide by 5” tall, aluminum.
Downspouts: 3x4 standard rectangular, aluminum.
07 90 00 SEALANTS AND ADHESIVES
Interior: latex or paintable silicone
Exterior: latex or paintable silicone
Liquid Nails or equal or as required by floor sheathing specifications, when gluing subfloor to joists.
Between drywall and top plate of wall framing, provide continuous bead of acoustical sealant. Provide sealant at all
penetrations.
08 00 00 OPENINGS
08 10 00 DOORS AND FRAMES
Interior Doors:
Basis of design - Jeldwen ProCore 1 3/4” flush interior door. Unfinished Birch. Wood frame.
Sliding Doors (Interior at Partner Offices)
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o Basis of Design – Volo Modular, Aluminum Base, Traditional Crown full height, Adjustable Wall Start,
Standard Panel and Frameless sliding door, black.
Conf Room Entry – Similar to above with aluminum framed inward swing door.
Exterior Doors:
Full Lite: 18 ga steel w/ polystyrene core, insulated glass. Hollow metal frame w/ electric strike. Primed finish.
Passive House certified front door – with multi-point locking and uninterrupted gaskets.
08 50 00 WINDOWS
Windows – KF Window Technology, PVC Ideal 4000. [https://www.kf-windowtechnology.com/aluplast-ideal4000]
See Schedule for sizes and configuration. Confirm finish choices with Owner prior to ordering of windows. Windows to
be flashed with Zip tape or equivalent product approved by architect.
08 70 00 HARDWARE
Door Levers: Basis of design
Provide door stops for all non-pocket doors.
09 00 00 FINISHES
09 20 00 PLASTER AND GYPSUM BOARD
5/8” gypsum board typical at all interior wall surfaces. Where fire rating is required, 5/8” type “X” gypsum board to
be used. At bathrooms, and exterior basement walls, 5/8” moisture resistant gypsum board shall be used. All gypsum
to meet the requirements of ASTM C1396. At floor to wall locations behind wood base, any gap between gypsum wall
board and floor shall be caulked to prevent sound transmission.
All gypsum ceilings shall be ½” gypsum board. All ceilings to be smooth.
All drywall to be taped and finished with three coats of standard joint compound unless otherwise noted. All wall board
to be sanded smooth and finished to a level 4 quality as defined in The Gypsum Association publication GA 214-90:
Recommended Specifications: Levels of Gypsum Board Finish.
Acoustic felt paneling for the phone booth.. JWA to provide spec.
09 50 00 CEILINGS
See 09 20 00 plaster and gypsum board for finish.
09 60 00 FLOORING
Hardwood: Hickory select 6” wide , natural finish [https://www.hullforest.com/]
Carpet: SHAW Teamwork, 5T497 Collaboration Impact 97100 Stagger 9x36 and Teamwork 5T497
Collaboration Purposeful Impact 97211 Stagger 9x36 (the latter in phone room only)Linoleum: FORBO
Marmoleum Concrete 3756 Neptune
Walk-off Mat: MATS INC Waterhog Classic Entrance Mat 200-G Medium Brown 51 with Fashion Border
Walk-off Carpet Tiles: PHILADELPHIA COMMERCIAL, Step On It, Early Bird 87200, 24x24, Quarter Turn (or
equal)
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09 90 00 PAINTING AND COATING
Exterior (includes siding, trim, metal work, primed exterior doors)
All siding to be primed and field painted.
Reverse Board and Batten: Dark Pine Tar
Clapboard: Two coats premium exterior satin latex acrylic paint on all exterior trim, SW or BM
Two coats premium exterior semi-gloss latex acrylic paint where called for on exterior steel, SW or BM
Interior
All walls (except when tiled) to have interior Sherwin Williams or Ben Moore eggshell latex Low VOC primer and paint
- 1 coat primer, 2 finish coat on all walls and ceilings. Colors to be custom matched as required.
Ceilings will be painted ceiling white
Painted Hardwood trim - Two coats, semi-gloss int/ext acrylic enamel low VOC
Unpainted Hardwood – Two coats satin, natural polyurethane finish
10 00 00 SPECIALITIES
Bathroom Accessories:
One towel bar
One toilet paper holder per bathroom: Basis of design – Moen P5050 Contemporary Paper Holder with
matching roller, chrome finish.
Grab bars at Accessible restrooms to meet ADA requirements.
Shower enclosure at shower
1 Mirror per bathroom
Fire Protection Specialties:
(6) UL Rated ABC Fire extinguisher with wall mounted bracket.
Postal Specialties:
(1) Exterior Wall Mounted Mailbox
Storage Assemblies:
Typical Adjustable metal shelf standards with ¾” plywood shelving.
Wardrobe & Closet Specialties:
Install Owner Supplied Coat Rack at Entry (provide blocking)
11 00 00 EQUIPMENT
11 30 00 RESIDENTIAL EQUIPMENT
To be used for costing purposes. All selections to be confirmed with Owner before purchase.
Kitchen:
9.8 cu Refrigerator, Stainless , Owner Supplied
1 Owner Supplied Microwave
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1 Owner Supplied Toaster Oven
12 00 00 FURNISHINGS
4 Bike Racks are required for the exterior of the building as noted on the drawings. Basis of Design: Dero Arc Round
Rack (3)
22 00 00 PLUMBING
Contractor is responsible for sizing, selection and complete installation of systems fully compliant with local, federal,
and state codes. Contractor to verify design with subcontractor to provide service appropriate to load and
requirements. Contract may offer value engineering options in lieu of those proposed.
General
Water piping to be Pex tubing
Drain, Waste, & Vent to be ABS plastic
Drains tied into municipal sewer system
2 Exterior frost-free faucets
Plumbing Fixtures
To be used for costing purposes. All selections shall be confirmed with Owner before purchase.
Kitchen (1):
Colony 25x22 Stainless Steel Sink (American Standard) or Stylist 25x21 single compartment with Integra-Flow
(Just Mfg)
Colony Kitchen Faucet (American Standard)
Bathrooms (2):
First and Second Floor Small Bathrooms:
Faucet: Fluent Single Hole (American Standard)
WC Basis of Design: Toto Dual Flush Toilet
ADA Bathroom (1):
ADA- Nameek SKU CeraStyle 032000-U
Fluent Single Hole (American Standard)
WC Basis of Design: WC Basis of Design: Toto Dual Flush Toilet (ADA)
Basement (1)
Basement: Aqualyn Countertop Sink (American Standard)
Faucet: Fluent Single Hole (American Standard)
WC Basis of Design: Toto Dual Flush Toilet
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Shower Insert: Aquatic-Everyday-AcrylX-36-in-x-36-in-x-72-in-1-Piece-Shower-Stall-with-Center-Drain-in-
White-AX3636SH-WH/300743564
23 00 00 HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)
Contractor is responsible for sizing, selection and complete installation of systems fully compliant with local, federal,
and state codes. Contractor to verify design with subcontractor to provide service appropriate to load and
requirements.
HVAC Equipment
26 00 00 ELECTRICAL
GENERAL REQUIREMENTS
Electrician responsible to verify footing and wall reinforcement requirements per the edition 780 CMR
regarding electrical bonding.
Regardless of plans and specifications, all code required items or corrections must be included.
All mechanical and electrical contractors are required to meet all local and state fire stop requirements,
associated with the cuts required for this work, including providing and installing fire caulking, sheet metal
closures and other approved procedures.
Before rough inspections, the mechanical/electrical rough is required to be completed including but not limited
to all wiring, piping and duct work from below slab through the siding or roofing with all equipment in place
and completely tied in and tested. Deviations will not be accepted.
Notice to vendors and subcontractors: Vendors and subcontractor shall provide pricing breakdown (material
and labor), required company certifications and/or registrations & detailed product information at time of
quotation in such a way as to comply with federal standards for tax credits and utility documentation
requirements for rebates.
200 amp Electrical Service panel with underground service . Service to be 120/240V Single Phase 3 wire.
Exterior lighting (as indicated on drawings)
Interior lighting (as indicated on drawings)
Utility (attic, laundry, mechanical room)
Install GFI outlets per plan, code and per minimum requirements indicated below. ARC fault circuits per code.
PV Details?
Car chargers – per site plan
SWITCHES, OUTLETS, DIMMERS (PER PLAN AND COMPLIANT WITH MASS. ELECTRICAL CODE)
Single Pole Switches Single Pole Dimmers (substitute at finish for additional cost)
Three-way Switches Three-way Dimmers (substitute at finish for additional cost)
Four-way Switches Paddle Fan Boxes _____
Duplex Outlets ______ Color White
Furnish layout and locations sufficient to satisfy local applicable codes and inspections. Items specifically called out in
other sections are not included above.
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LIGHTING SCHEDULE
28 00 00 ELECTRONIC SAFETY AND SECURITY
28 10 00 ACCESS CONTROL
28 20 00 VIDEO SURVEILLANCE
N.I.C. – Owner shall furnish and install any video surveillance of the property separately.
28 30 00 SECURITY DETECTION, ALARM, AND MONITORING
Tyco Security Alarm system shall be provided for the program space. Exact requirements to be coordinated with
owner.
28 40 00 LIFE SAFETY
Hard wired smoke detectors with battery backup in house and heat detection. Final quantity and layout to be verified by
fire safety office. Meet requirement of the latest version of the building code.
End of Specifications PART I