070305 gamble-project-manual

Project Manual – Gamble-Boyer Residence

PROJECT MANUAL
For

Gamble-Boyer Residence
5310 Lovall Valley Rd
Sonoma, CA

March 05, 2007
FOR BID

Prepared by:

CCS Architecture, Inc.
44 McLea Court
San Francisco CA 94103

1


Table of Contents

PROJECT SPECIFICATIONS

division 1: general requirements
01010 summary of work
01025 measurement and payment
01036 change orders
01040 procedures & controls
01045 cutting and patching
01200 project meetings
01300 submittals
01500 construction facilities and temporary controls
01630 substitutions
01700 contract close out
01710 cleaning

division 2: site work
02000 general

division 3: concrete
03300 cast in place concrete

division 4: masonry
04200 unit masonry

division 5: metals
05100 structural steel
05500 metal fabrications
05586 architectural metalwork

division 6: wood
06062 lumber
06100 composite wood panels
06150 wood decking
06200 finish carpentry
06400 architectural woodwork
06420 wood paneling

division 7: thermal and moisture protection
07100 damproofing and waterproofing
07210 building insulation
07260 vapor retarders
07460 exterior siding
07500 membrane roofing

2


07610 metal roofing
07620 sheet metal flashing and trim
07915 sealants

division 8: doors and windows
08200 wood doors
08266 glazed wood doors
08350 folding doors
08500 windows
08620 unit skylights
08710 door hardware
08800 glazing

division 9: finishes
09300 tile
09640 wood strip flooring
09910 painting and transparent finishes

division 10: specialties
10300 fireplaces + stoves
10800 toilet + bath accessories
10826 bathroom mirrors
10900 closet specialties

division 11: equipment
11452 residential appliance schedule

division 12: furnishings
12492 blinds

division 15 mechanical
15000 mechanical general provisions
15410 plumbing fixture schedule
15480 domestic water heaters
15700 heating + air-conditioning equipment
15852 registers grills and diffusers

division 16: electrical
16000 electrical general provisions
16140 wiring devices
16501 light fixture schedule
16850 television equipment

3


DIVISION 1: GENERAL REQUIREMENTS

01010 summary of work

1.01 SUMMARY

A. The General Conditions, Supplementary Conditions, and Division 1, General Requirements,
applies to the Work of all Sections.

1.02 WORK COVERED BY CONTRACT DOCUMENTS

Contractor to provide all demolition services, including debris removal.

All temporary measures, including pedestrian protection to be by the Contractor.

A separate phone line for use during construction shall be the responsibility of the Contractor.

1.03 WORK NOT COVERED BY CONTRACT DOCUMENTS

A. Primary building permit to be secured by the Architect. All other permits to be secured by the
Contractor.

1.04 USE OF PREMISES

Contractor to provide all temporary facilities necessary for construction.

01025 measurement and payment

1.01 Applications for Payment:

A. Submit Applications for Payment to the Architect in accordance with the schedule established by
the General Conditions and the Agreement between the Owner and the Contractor.

B. Submit itemized applications typed on AIA Document G702, "Application and Certificate for
Payment," and continuation Sheet G703.

01036 change orders

1.01 SUMMARY

A. Requirements included:

1. Promptly implement change order procedures.
a. Provide full written data required to evaluate changes.
b. Maintain detailed records of work done on a time-and-material/force account
basis or other basis as may be agreed upon between Owner and Contractor.
c. Provide full documentation to Owner and Architect on request.

4


2. Designate in writing the member of Contractor’s organization:
a. Who is authorized to accept or direct changes in the Work.
b. Who is responsible for informing others in the Contractor’s employ of the
authorized changes in the Work.

3. Owner will designate in writing the person(s) who are authorized to execute Change
Orders.

B. Related Documents and Sections:

1. General Conditions:
a. Methods of determining cost or credit to Owner resulting from changes in Work
made on a time-and-material/force basis.
b. Contractor’s claims for additional costs.

2. Submittals: Section 01300.

3. Product Options and Substitutions: Section 01630

4. Contract Closeout: Section 01700

1.02 DEFINITIONS

A. Change Order: See general Conditions.

B. Proposal Request: AIA Document G709 signed by the Owner, or Architect which describes a
proposed change in the Work or the Contract Documents which requests the Contractor to
submit an itemized quotation for changes in the Contract Sum and/or time incidental to the
proposed change in the Work or modification to the Contract Documents.

C. Change Request: Contractor-initiated document containing an itemized quotation for change in
the Contract Sum and/or Contract Time incidental to the proposed change in the Work or
modification to the Contract Document referenced therein, for inclusion in a subsequent Change
Order, if signed by the Owner and Architect.

D. Construction Change Directive: AIA Document G714; see the General Conditions.

PRELIMINARY PROCEDURES

A. All forms shall be reviewed by all parties to the Contract and approved by mutual agreement prior
to commencement of construction.

B. Owner, through Architect, may initiate changes by submitting a Proposal Request to Contractor.

1. Request will include:
a. Detailed description of the change, products, and location of the change in the
Project.
b. Supplementary or revised Drawings and Specifications.
c. The projected time span for making the change, and a specific statement as to
whether overtime work is or is not authorized.
d. A specific period of time during which the requested price will be considered
valid.

5


e. Such request is for information only and is not an instruction to execute the
changes nor to stop Work in progress.

C. Contractor may initiate changes by submitting a written notice to the Owner through the Architect.

1. Notice shall include:
a. Description of the proposed changes.
b. Statement of the reason for making the changes.
c. Statement of the effect on the Contract Sum and the Contract Time.
d. Statement of the effect on the work of separate contractors.
e. Documentation supporting any change in Contract Sum or Contract Time, as
appropriate.
f. Such request is not an authorization to execute the changes nor to stop Work in
progress.

1.04 CONSTRUCTION CHANGE DIRECTIVE

A. In lieu of Proposal Request or Change Request, Owner may issue Construction Change Directive
for Contractor to proceed with a change for subsequent inclusion in a Change Order.

B. Construction Change Directive will describe changes in the Work, both additions and deletions,
with attachments of revised Contract Documents to define details of the change.

C. Owner and Architect will sign and date the Construction Change Directive as authorization for the
Contractor to proceed with the changes.

D. Contractor may sign and date the Construction Change Directive to indicate agreement with the
terms therein.

1.05 DOCUMENTATION OF PROPOSALS AND CLAIMS

A. All change request quotations shall be in direct response to and correspondence with specific
Proposal Request, Construction Change Directive, or Contractor-initiated change and shall be a
complete and full response to that Change Request.

1. No partial quotations or quotations which combine various Changes Requests or portions
of Changes Requests will be accepted.

B. Support each quotation for a lump-sum proposal and for each unit price that has not previously
been established with sufficient substantiating data to allow Owner and Architect to evaluate the
quotation.

C. Substantiating data to support time and cost computations shall consist of the following, as
applicable:

1. Labor required.

2. Equipment required.

3. Products required.
a. Recommended source of purchase and unit cost.
b. Quantities required.

6


4. Taxes, insurance, and bonds.

5. Credit for work deleted from Contract, similarly documented.

6. Overhead and profit.
Mark-ups on all pricing (labor, materials, and the like) shall be established at the
beginning of the Work and shall not be altered.

7. Justification for any change in Contract Time.

D. A period of 1 week (5 working days) will be allowed in which the Contractor shall respond to
Proposal Requests and Construction Change Directives as described above.

E. Support each claim for additional costs and for work done on a time-and-material/force account
basis with documentation as required for a lump-sum proposal, plus additional information:

1. Name of the Owner-authorized person who ordered the work and date of the order.

2. Dates and times work was performed and by whom.

3. Time record, summary of hours worked, and hourly rates paid.

4. Receipts and invoices for the following:
a. Equipment used, listing dates and times used.
b. Products used, listing quantities.
c. Subcontractors.

F. Document requests for substitutions for products as specified in Section 01630, “Product Options
and Substitutions.”

1.06 PREPARATION OF CHANGE ORDER

A. Contractor shall prepare each Change Order for a signature by Owner, Architect, and Contractor
on a form acceptable to all parties.

B. Change Order will describe changes in the Work, both additions and deletions, with attachments,
if applicable, of revised Contract Documents to define details of the change.

C. Change Order will provide an accounting of the adjustment in the Contract Sum and in the
Contract Time.

1.07 LUMP-SUM/FIXED PRICE CHANGE ORDER

A. Content of Change Orders will be based on either:

1. Contractor’s Change Request as mutually agreed between Owner and Contractor.

2. Owner’s Construction Change Authorization.

B. Owner and Architect will sign and date the Change Order as authorized by a change in the work
or change in the Contract Sum and/or Time.

C. Contractor shall sign and date the Change Order to indicate agreement with terms herein.

7


1.08 CORRELATION WITH CONTRACTOR’S SUBMITTALS

A. Periodically revise Schedule of Values and Request for Payment Forms to record each change
as a separate item of Work and to record the adjusted Contract Sum.

B. Periodically revise the construction schedule to reflect each change in Contact Time.

1. Revise sub schedules to show changes for other items of work affected by the changes.

C. Upon completion of work under a Change Order, enter pertinent changes in Record Documents.

01040 procedures and controls

RELATED DOCUMENTS:

A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 1 Specification Sections, apply to the work of this section.

ADMINISTRATION AND SUPERVISION

A. Coordinate various elements of the work and entities engaged to perform the work. Coordinate
the work with existing facilities and conditions, and with work by separate contractors and by the
Owner. Coordination includes but is not limited to:

1. Construction material storage with Owner.

2. Salvaged material storage with Owner.

3. Pre-purchased materials with Owner’s vendor.

B. The Contractor shall maintain a full time Job Superintendent on premise at all times to coordinate
the work. Do not delegate the responsibility for coordination to a Subcontractor.

RECORDING

A. Working from boundaries established through the documents, establish and maintain dependable
markers for the lines of the work area.

B. Calculate dimensions and measure for layout of work. DO NOT SCALE DRAWINGS. Record
deviations if any from drawings and specification information regarding existing and new
conditions and review with Architect at time of discovery.

INSPECTIONS AND TESTING

A. If determined to become required, Owner to retain and pay for services of Independent Testing
Laboratory to perform specified testing and investigation services. Contractor to coordinate
special inspections and testing requirements with the work as indicated in specific portions of the
specifications. Special testing and inspection may include but is not necessarily limited to the
following:

1. Testing of soils and hazardous waste.

8


2. Testing of existing building components for asbestos.

3. Field welding of structural steel components.

B. Promptly notify Architect or Engineer of irregularities or deficiencies of work, which are observed
during the performance of services.

C. Contractor to notify Architect and Owner of the progress of the Work and recommend appropriate
timeframes for the performance of special testing and inspection services.

D. Installer Inspections: Require installer of each major unit of work to inspect substrate and
conditions for installation and to report in writing unsatisfactory or ambiguous conditions which
affect their work before proceeding.

E. Inspect each product or assembly before installation and do not install damaged or defective
products, materials, or equipment.

INSTALLATION

A. Comply with manufacturer’s installation instructions and recommendations.

B. Install work during time and under conditions, which will insure best possible results.

C. Anchor units securely in place, properly located by measured line and level.

01045 cutting and patching

PART 1 – GENERAL

Cutting and patching includes cutting into existing construction to provide for the installation or
performance of other work and subsequent fitting and patching required to restore surfaces to
their original condition.

Patching shall achieve security, and weather protection, shall preserve continuity of existing fire ratings,
and shall successfully duplicate adjacent finishes, colors, textures, and profiles.

PART 2 – PRODUCTS

Materials for patching shall be identical to existing materials. If identical materials are not available, use
materials that visually match existing adjacent surfaces.

PART 3 – EXECUTION

Provide temporary support of work to be cut where required.

Protect other Work during cutting and patching to prevent damage, including protection from exposure to
the weather.

Cut the Work using methods least likely to damage Work to be retained or adjoining work. Use hand or
small power tools designed for sawing or grinding.

9


Cut through concrete and masonry using carborundum or diamond blade circular saw or core drill.
Coordinate all saw cutting of existing concrete panels with Architect before proceeding.

By-pass utility services shown or required to be removed, relocated or abandoned.

Patch with durable and invisible seams. Where required, extend patching into retained adjoining Work to
eliminate evidence of patching.

Finish or refinish cut and patched surfaces to match adjacent finishes. Paint over complete surface
plane, unless otherwise indicated. Over patched walls or ceiling surfaces, paint to nearest cutoff
line for entire surface, such as intersection with adjacent wall or ceiling, beam, pilasters, or to
nearest opening frame, unless otherwise indicated. Painted surfaces shall not present a spotty,
touched-up appearance.

01200 project meetings

1.01 Prior to commencement of Work, a pre-construction conference will be held at a site to be
designated by the Architect to discuss procedures to be followed during the progress of the Work.

1.03 Schedule job meeting with the Architect, Contractor and Owner on a weekly basis.

1.04 Eleven months following date of final acceptance, hold a meeting to review guarantees, bonds,
and service and maintenance contracts for materials and equipment. Implement repair or
replacement of defective items, and extend service and maintenance contracts, as desired by
Owner.

01300 submittals

1.01 Make submittals in advance of scheduled dates of installation to provide time for reviews, for
securing necessary approvals, for possible revision and re-submittal, and for placing orders and
securing delivery.

1.02 Submittals shall be complete. All submittals, including shop drawings, shall bear the Contractor's
stamp of review and approval. No submittal will be reviewed without having been transmitted
through the Contractor.

1.03 Shop Drawings: submit three black-line or blue-line prints for review by Architect, two shall be
returned to Contractor.

1.04 Only those Shop Drawings which bear stamps showing final review of the Contractor, Architect,
and the Architect's consultants, shall be used.

1.05 Required Submittals.

Submittals during construction will be required throughout, including but not limited to:

1. Samples of all finish materials (wood, paint, etc.)
2. Detailed shop drawings of all cabinetry, countertops, metal work, windows, doors. skylights
and other shop fabricated items
3. Finish hardware cut sheets and purchase orders, lighting cut sheets, plumbing and appliance
cut sheets

10


1.06 Allow a minimum of 10-working days for processing by the Architect and his Consultants.

01500 construction facilities and temporary controls

1.01 Temporary Utilities

A. Furnish, install, and maintain temporary utilities as required to perform the Work. Materials,
installation, and maintenance of temporary utilities shall be in compliance with applicable
regulatory requirements. Remove temporary utilities, including associated materials and
equipment when no longer required.

B. Temporary Electric Power and Lighting to be by the Contractor, if required.

D. Temporary Water to be by the Contractor, if required.

E. Temporary Sanitary Facilities to be by the Contractor. Maintain in a neat, sanitary condition,
adequately supplied.

F. Temporary Fire Protection: Provide and maintain fire extinguishers, fire hoses, and other
equipment necessary for proper fire protection during the progress of the Work. Equipment shall
be designed for fire protection only.

01630 substitutions

1.01 Contractor's Options:

A. For products specified only by reference standard, select product meeting referenced standard.

B. For products specified by naming one or more products or manufacturers, select products of any
named manufacturer meeting Specifications.

C. For product or manufacturer which is specifically named, a written request will be required for
substitution.

D. Where terms "or equal," "or approved equal," or similar references are made, submit request for
substitutions for product or manufacturer not specifically named in Specifications.

01700 contract close out

1.01 Required Record Documents:

A. Provide Record Drawings, showing any modifications to the Contract Documents. This can be
made on a set of prints, and then submitted to the Architect. One set of approved Shop Drawings
showing changes made during construction shall also be furnished.

11


B. Provide 8"x10" paint cards of all finish paint colors/sheens used, with clearly labeled identification
tags showing manufacturer's name and code, plus one gallon of each paint – labeled where
used.

C. Operating and maintenance manuals shall be required, assembled in a three-ring, plastic binders
sized for 8-1/2-inch x 11-inch sheets. Include a cover containing the Project name and address
and the general subject matter in the manual, typewritten index, instructions regarding operation
and maintenance of the equipment included in the manual, replaceable parts, part numbers, and
name and address of nearest parts distributor, and copy of each warranty and service contract
issued for the equipment included in the manual.

D. Warrantees and service contracts shall be submitted for all items which carry such
documentation.

E. "As-Built" Drawings will not be required.

1.02 Provide instruction to the Owner for operation and maintenance of all systems and their
components.

1.04 Service and Maintenance Contracts: Compile, review, and submit specified service and
maintenance contracts as specified for warranties and bonds.

1.08 Extra Materials: Where specified, furnish extra materials in the quantities and manner specified.

01710 cleaning

1.01 Clean interior spaces prior to the start of finish painting and the application of other finishes, and
continue cleaning as required until such Work is completed.

1.02 Remove dust, dirt, grease, stains, fingerprints, labels, spilled and spatters, and other materials
from interior and exterior surfaces exposed to view. Wash and shine glazing and mirrors. Polish
glossy surfaces to a clear shine.

1.03 Clean permanent filters and replace disposable filters of units operated during construction.
Clean ducts, blowers, and coils of units operated during construction.

1.04 Vacuum and wipe insides of electrical panels and cabinetwork.

1.05 Mop clean interior spaces. Broom clean exterior paving. Rake clean ground surfaces.

1.06 Air out project with natural ventilation for at least two weeks between end of construction and
occupancy.

End of section

12


DIVISION 2: SITE WORK

02000 general

A. Include demolition of the patio and site wall per the drawings.
B. Grading and drainage per the drawings.
C. Contractor to provide excavation and earthwork as required.
D. Provide all hardscape and retaining walls per the drawings.
E. Owner to receive separate price for all landscaping and irrigation. Contractor to coordinate
installation.
F. Provide sewer system additions per the engineer’s drawings and specifications.
G. Connect water to existing well.
H. Gravel path stone type to be determined, provide allowance.
I. Trellis corrugated roofing:
Manufacturer: Enduro Composites
1005 Blue Mound Road
Fort Worth, TX 76131
1.800.667.8664
Model: Tuff Span 2.67x7.8 PFR 400
Color: Trans Clear N2000T

End of section

13


DIVISION 3: CONCRETE

03300 cast-in-place concrete

1.01 Section includes: Concrete structural slabs, footing and stem walls, exterior finish stairs and
retaining walls, fireplace surround, shower pan and curb

1.02 See structural drawings and soils report for general concrete specifications.

1.03 Provide 2’ x 2’ samples of all concrete finishes with all sealants and waxes applied over half of
the samples for review per 1300 Submittals

1.04 Exposed Concrete

A. Poured-in-place with Davis Powder Concentrate color mix for integral color. Refer to
manufacturer’s instructions for installation.
B. Use good quality plywood form boards, unless otherwise noted. Do not use form ties that will
be exposed or will rust.
C. Finish at exposed foundation walls:
1. Board form – 2x6 vertical smooth boards against 2x form, very tight, no form ties
2. Use finishing nails: 2 at 6” below top of wall and 2 at 36” centers to grade
3. Seal with Davis W-1000 Concrete Cure and Sealer
4. Color: San Diego Buff
D. Finish at stairs:
1. Board-formed riser: 1x6 smooth vertical boards against 2x form, very tight, no form
ties
2. Use finishing nails: 2 at 6” below top of wall and 2 at 6” above grade per board
3. Broom finish tread and trowel an eased nosing
4. Color: San Diego Buff
E. Finish at poolside retaining wall:
1. Board-formed: 1x6 horizontal, long,smooth boards against 2x form, very tight, no
form ties
2. Use finishing nails: 2 at 36” centers per board
4. Color: match existing pise wall
F. Finish at fireplace surround, hearth and wood storage:
1. Board-formed: 1x6 horizontal, long,smooth boards against 2x form, very tight, no
form ties
2. Use finishing nails: 2 at 36” centers per board
4. Color: match existing pise wall
G. Finish at shower pan and curb:
1. Reinforced Portland Cement. Use normal sand aggregate, rinsed clean.
2. Form with MDO, no board panel joints
3. Seal with: ?
4. Color: match concrete tile

End of section

14


DIVISION 4: MASONRY

04200 unit masonry

1.01 Fireplace

A. Fireplace to be per drawings.

1. Outside of fireplace to be concrete. See section 03300. Firebox to be yellow fire
brick.
2. Provide double wall flue in stainless steel.
3. Contractor shall coordinate concrete and fireplace subcontractors to ensure proper
installation of each part.

End of section

15


DIVISION 5: METALS

05100 structural steel

1.01 Refer to Structural drawings for specifications

05500 metal fabrications

1.01 Section includes: exterior metal panels

1.02 Panels shall be 10 gauge Corten steel, size per drawings

Supplier:
Primary Metals
Ray Garr
1699 West Grand Ave
Oakland, CA
510.251.0900

Fabricator:
Master Metal Products
Eric
495 Emory Street
San Jose, CA 95110
408.275.1210

05586 architectural metalwork.

1.01 Section includes: countertops, Interior edge metal

1.02 Use Schluter –Scheine stainless edge metal at tile, per drawings.

1.03 Use stainless steel for countertops, per drawings.

A. Weld stainless steel sink to stainless steel counter and grind smooth.
B. Provide shop drawings of work.
C. Recommended Fabricator:

American Metal Products
Steve Gardner
1320 Underwood Avenue
San Francisco, CA 94124
415.822.4100

End of Section

16


DIVISION 6: WOOD AND PLASTICS

06062 lumber

1.01 Framing lumber

A. All framing lumber to be construction grade, FSC certified.
B. All lumber to be free of chromium and arsenic
C. See structural drawings for specifications on wood framing.

06100 composite wood panels

1.01 Plywood

A. All exposed interior plywood to be “underlayment”, FSC certified.
B. All exposed exterior plywood to be exterior grade phenol-bonded weatherproof type, FSC
certified.
C. All concealed plywood to be per structural requirements or drawings.

06150 wood decking

1.01 5/4” X 6” Ipe wood decking with pre-finished clear coat, installed per manufacturer’s instructions.

Source:
Beronio Lumber CO
2525 Marin Street, San Francisco, CA
(415) 824-4300 (10.31.06)

06200 finish carpentry

PART 1 - GENERAL
1.01 WORK INCLUDED
Wood casework
Wood floors

1.02 RELATED SECTIONS
A. Section 06400 – Architectural Woodwork
B. Section 09640 – Wood strip Flooring
C Section 09910 – Painting and Transparent Finishes

17


1.03 WOOD CODING
Wood is described as species.cut.usage, finish (reference division 09910)

Example:

Species are coded as follows:
WD-1: White oak
WD-2: Red oak
WD-3: American walnut
WD-4: Black walnut
WD-5: Brazilian walnut
WD-6: American cherry
WD-7: Brazilian cherry
WD-8: Honduran mahogany
WD-9: Hickory
WD-10: Ash
WD-11: Maple
WD-12: Poplar
WD-13: Redwood
WD-14: Pine
WD-15: Douglas fir
WD-16: Zebra wood
WD-17: Teak
WD-18: Koa
WD-19: Bamboo, blond
WD-20: Bamboo, carbonized

18


WD-21: Cork
WD-22: Lyptus

Cut is coded as follows:
1: Quarter sawn
2: Rift cut
3: Select cut
4: Paint sliced, or equal

Wood usage is coded as follows:
S: Solid stock
T: Tongue and groove
V: Veneer over 3/4” plywood
F: Finger jointed
P: Pre-engineered
R: Recycled/reclaimed

06400 architectural woodwork

1.01 SECTION INCLUDES: Kitchenette, Bathroom and Closet cabinets.

A. Provide shop drawings and finished samples of materials for Architect approval.
B. European-style cabinets, flush inset panels.
C. Concealed cabinet interiors: almond melamine.
D. Drawer and roll-out interiors: pre-finished maple plywood. Dovetailed construction.
E. Hinges: Blum Clip-top concealed hinges, or equal. See cut sheet.
F. Glides: Blum Tandem full-extension bottom mounting glides, or equal. Sized for drawer loads. See
cut sheet.
G. Adjustable shelving supports: Swedish-type supports, Hafele 282.04.702. See cut sheet.
H. Recommended millworker:

Amerian Woodworking
2856 Aiello Drive
San Jose, CA 95111
408.227.5533

or Glen?

1.02 CABINET HARDWARE + ACCESSORIES

A. Kitchenette
1. Pulls: Match existing main house kitchen
2. Upward opening cabinet hinges: Hafele, Lid Stay, 100N and Hafele, Duomatic hinge, Inset
mount, 329.17.520. See cut sheet.

19


B. Bathroom
1. Pulls: Match existing house bathroom

D. Closet
1. Pulls: Match existing house closets

06420 wood paneling

1.01 Wood paneling shall be 1x6 T+G clear western red cedar siding, no finish.

End of Section

20


DIVISION 7: THERMAL & MOISTURE PROTECTION

07100 damproofing and waterproofing

1.01 coordinating with structural.

07210 building insulation

PART 1 - GENERAL
1.01 SUMMARY
A. Section Includes:
Loose fit cotton fiber insulation
Related sections:
1. See Sections 07511, Built-up asphalt bituminous roofing.
1.02 SUBMITTALS
A. Procedures: In accordance with Section 01300, "Submittals."
Product Literature: Literature fully describing the products to be supplied.
1.03 QUALITY ASSURANCE
A. Applicator shall demonstrate proof of a minimum of five years experience specified process.
Owner reserves the right to reject a proposed supplier.

PART 2 - PRODUCTS
2.01 MATERIALS
(getting from energy consultant)
B. Insulate floor joist w R-30
C. Insulate all roof/ceiling with R-30 per drawing details
D. Insulate exterior walls with R-19.

PART 3 - EXECUTION
3.01 Verify all roof deck conditions at site with Architect before installing rigid insulation at roof.
3.02 Carefully cut and fit insulation around pipes, conduit and other obstructions and penetrations.
3.03 Use manufacturer recommended fasteners of appropriate length when securing roof deck
insulation. DO NOT LET FASTENERS PENETRATE THROUGH UNDERSIDE OF ROOF
DECK. Contractor shall remove all fasteners that penetrate the underside of the roof deck and
repair the resulting damage.
3.04 Remove debris from roof surfaces and Project site. Leave surfaces in a condition acceptable to
roof membrane installer.

21


07260 vapor retarders

PART 1 - GENERAL

PART 2 - PRODUCTS

2.01 MATERIALS

A. Vapor Retarder: Kraft paper sheets laminated together with fiberglass reinforcing and multi-ply
polyethylene sheet and with a laboratory tested maximum vapor transmission rating of 0.15 perm;
"Moistop" by Fortifiber Corp., or equal.

B. Vapor Barrier: 6 mil Visqueen, or equal.

C. Sand: ASTM C33, uniformly graded, clean sand, free from excessive fines, organic material, and
other deleterious substances.

D. Vapor-Retarder Tape: Minimum 2-inch-wide self-adhering type designed to maintain vapor
retarder integrity.

E. Provide bituthene or equal wrap at all exterior door and window openings.

PART 3 - EXECUTION

3.01 EXAMINATION

A. Check that areas to receive membrane are clean and dry.

B. Check that pipes, vents, drains, and other penetrations of the membrane are completed.

C. Where nails, screws, or other penetrations exist, apply heavy beads of caulking compound or
manufacturer's pressure-sensitive tape.

D. Do not commence installation of membrane until conditions are satisfactory.

3.02 INSTALLATION UNDER SLAB-ON-GRADE

A. Install Vapor Barrier membrane over 3-inch sand course. Lap 6 inches, and tape edges. Turn up
membrane at edges, and secure to foundations or footings with tape.

B. Seal around all penetrations of membrane with tape to create air-tight seal between penetrating
objects and membrane.

C. Repair tears and punctures in membrane immediately before concealment by other work. Cover
with tape or another layer of membrane.

D. Provide nominal 2-inch-thick protection cover of sand over membrane. Screed and level before
reinforcing or concrete is placed. Moisten sand prior to placing concrete.

22


07460 exterior siding

1.01 Exterior siding to be 1x6 T+G clear western red cedar with clear finish. All siding to be back-
stained and blind-nailed with stainless steel fasteners.

1.02 Provide sample for Architect’s review and approval.

07500 membrane roofing

PART 1 - GENERAL

1.01 Installer shall be approved by manufacturer of accepted roofing system, with not less than 5
years experience in installation of membrane roofing systems similar to those required for this
Project. Submit certification from roofing materials manufacturer that installer is certified and
approved to install specified roofing system and that materials and components furnished
conform to Specification requirements and are compatible with each other, the roof substrate,
and adjacent related Work.

1.02 Membranes shall be tested and listed by UL for Fire Hazard Classification A.

1.03 Submit manufacturer's specifications and installation instructions.

1.04 Deliver materials requiring fire-hazard classification bearing the UL label on each container and
roll, or deliver with a UL certification of compliance with the classification specified.

1.05 Handle rolled goods to prevent damage to edges and ends. Store-rolled goods on end on pallets
or other raised surface in dry, well-ventilated, water-tight place.

1.06 Protect materials, including aggregate, from moisture. Remove wet materials from Project site.
Protect materials against damage by construction traffic and equipment.

1.07 Apply materials during dry weather when ambient temperature is 40º F or above.

1.08 Protect walks, paving, and building walls adjacent to hoist prior to starting Work. Restore to
original condition or replace Work and materials damaged due to roofing installation operations.

1.09 Provide temporary roofing if it becomes necessary to make the building weather-tight prior to
installation of permanent roofing system. Remove from each area prior to installation of
permanent roofing.

1.10 Drainage must effectively prevent ponding water as defined by NRCA 48-hour testing.

1.11 Prior to final acceptance of Work, furnish written manufacturer’s Labor and Material and Total
System 20 year warranty covering repairs required to maintain roof, including flashing, in water-
tight condition. Guarantee shall be limited to ordinary wear and tear by the elements or defect
due to faulty materials and workmanship.

1.12 Schedule a Pre-Roofing Site Meeting with the Contractor, Architect and all sub-trades involved in
the roofing installation prior to final ordering of materials.

23


PART 2 - PRODUCTS

2.01 Stevens EP Thermoplastic Olefin (TPO) membrane, fully adhered

A. Size: 60mil, 10 feet wide sheet

B. Color: White, Energy Star

C. Substrate: Stevens-approved isocyanurate. Fasten per Stevens instructions.

D. Roof flashings: use applicable Stevens flashing products

PART 3 - EXECUTION

3.01 Verify all roofing conditions at Pre-Roofing Meeting with Architect and roofing installer.

3.02 Examine substrate surfaces to receive membrane roofing and associated Work and conditions
under which roofing will be installed. Do not proceed with roofing until unsatisfactory conditions
have been corrected.

3.03 Install roofing for compliance with UL Fire Classification A and Class 60 wind uplift resistance.

3.04 Coordinate the installation of insulation, roofing sheets, flashings, stripping, coatings and
surfacings, so that insulation and felts are not exposed overnight or to precipitation.

3.05 Roof Membrane Installation per manufacturer's printed instructions.

3.06 Avoid heavy traffic on completed roofing when ambient temperature is above 80° F. Equipment
that requires more than two persons to carry it across the roof and put in place shall be lifted and
placed by crane.

07610 metal roofing

Part I – General

1.01 Quality Assurance

A. Before Fabrication: Contractor shall take field measurements of the structure and substrates
indicated and specified to ensure that panel lengths and brakeformed flashings are dimensioned
accurately to facilitate easy installation. Fabrication shall not begin until all field conditions have
been verified. Allow for sufficient trimming of panel units at eaves, valleys and gables prior to
fabrication

1.02 Submittals

A. Submit shop drawings, indicating extent of work to be performed. Include sections of roof and
fascia for each condition, detailing flashing and trim for different conditions, such as eaves,
outside/inside corners, skylights, terminations, etc, showing a full and complete installation.

24


Show securement of panels and dips, spacing, type and number of fasteners, as recommended
by the Manufacturer.

B. Submit 2’-0” long sample panel indicating the metal, gauge, color, texture and finish proposed.

C. Submit Manufacturer’s warranty covering the substrate (metal) against rupture, perforation,
and structural failure due to normal atmospheric corrosion for (25) years.

D. Submit Manufacturer’s (35) year warranty on paint finish against cracking, peeling, blistering,
chalk, and color change.

Part II – Product

2.01 Manufacturer

Englert, Inc
1200 Amboy Ave
Perth Amboy, NJ 08861
732.826.8614

2.02 Panel system shall be Series A1300, 1-1/2” high, 24” wide panel, Standing Seam System, with
ribs, 180º seam.

2.03 Finish shall be Galvalume Plus

Part III – Execution

3.01 Install per manufacturer’s instructions.

25


07620 sheet metal flashing and trim

All sheet metal work to be done by a highly qualified sheet metal subcontractor, not the
roofer.

1.01 All exterior sills and thresholds to have sheet metal pan-on-bituthene flashing, riveted,
soldered and turned up at ends. See Drawings.

1.02 Exterior metal Flashing/coping to be galvalume. All joints to be riveted and inter-lapped with
sealant. All copings to be cleated per the drawings.

1.03 Contractor, Architect and sub-contractor shall have a pre-construction meeting to review flashing
work.

1.04 All reglets to be Fry stainless steel finish or accepted equal, see details.

1.05 Plumbing vent flashing

A. Pitch Pans are not to be used in lieu of any other penetration flashing in these specifications and
will require special approval by Architect to be used for unusual conditions.
B. If required, fabricate pitch pan by forming a hemmed 3 inch high side and a 4 inch flashing flange.
Provide minimum 2 inch clearance from penetration. Shop or field solder radial corners and
vertical seam.
C. Fabrication of two piece flashings for connected pipes, conduits and other round penetrations.
D. Form semi-cylindrical tubular flashing sleeves 9 inches high and minimum 1/4 inch clearance
from penetration and tightly seamed to fit snugly.

E. Form square flashing plate 7 inch larger than penetration. Punch hole and extrude metal upward
1/4 inch, providing a continuous vertical flange. Split flashing plate and shop solder flashing
sleeves. Cut radius corners on flashing plate.

F. Form a conical sealant cover with an inside diameter equal to penetration and an outside
diameter 1 to 2 inches larger.

G. The above describes Model VTREXVP with sealant cover as manufactured by SBC Industries,
North Miami, FL. / 800-228-2580.

26


07915 sealants

PART 1 - GENERAL
1.01 RELATED DOCUMENTS
Drawings and general provisions of Contract, including General and Supplementary Conditions and
Division-1 Specification sections, apply to work of this section.

1.02 DESCRIPTION OF WORK
A. The extent of each form and type of joint sealer is indicated on drawings and by provisions of this
section an where required to provide a finished appearance to the building.
B. The applications for joint sealers as work of this section include but are not limited to the
following;
Where required for water tightness
Concrete construction joints.
Floor joints (interior new to existing).
Interior wall & wall/ceiling joints where required for sound control of rooms.
Flashing and coping joints.
Gasketing of assemblies.
Behind any surface-mounted signs or equipment
Roof accessories
Around windows, doors and storefronts.
C. Refer to Division 8 sections for glazing requirements – not as work of this section.
D. Refer to sections of Divisions 15 and 16 for joint sealers in mechanical and electrical work - not
as work of this section.
E. General Performance: Except as otherwise indicated, joint sealers are required to establish and
maintain airtight and waterproof continuous seals on a permanent basis, within recognized
limitations of wear and aging as indicated for each applications. Failures of installed sealers to
comply with this requirement will be recognized as failures of materials and workmanship.
ASTM References listed herein shall apply unless updated ASTM References exist; wherein
Architect shall be immediately notified in writing as to the alternate standard for Architect’s
verification of applicability.

1.03 SUBMITTALS
A. Product Data: Submit manufacturer’s product specifications, handling/ installation/ curing
instructions, and performance tested data sheets for each elastomeric product required.

1.04 JOB CONDITIONS
A. Weather Conditions: Do not proceed with installation of liquid sealants under unfavorable
weather conditions. Install elastomeric sealants when temperature is in lower third of
temperature range recommended by manufacturer for installation.

27


PART 2 - PRODUCTS

2.01 ACCEPTABLE MANUFACTURERS
A. General: Manufacturers listed in this article include those known to produce the indicated
category of prime joint sealer material, either as a nominally pure generic product of as an
equivalent performance modification thereof or proprietary product.
B. Available Manufacturers: Subject to compliance with requirements, manufacturers offering
products which may be incorporated in the work include, but are not limited to the following:
Manufacturers of Elastomeric Sealants (Liquid):
American Poly-Therm Co.; Sacramento, CA
Dow Corning Corp.; Midland, MI
Pecora Corp.; Harleysville, PA
Sonneborn/Contech, Inc.; Minneapolis MN
Standard Dry Wall Products Co.; Miami, FL
Mfrs. Of Non-Elastomeric Sealants/Calks (Liquid/Tape):
Parr, Inc.; Cleveland, OH
Pecora Corp.; Harleysville, PA
Protetive Treatments, Inc.; Dayton, OH
Sonneborn/Contech, Inc.; Minneapolis, MN
Standard Dry Wall Products Co.; Miami, FL
Mfrs. Of Rubber and Polymeric Gaskets (Solid/Cellular):
Acme Highway Products Corp.; Amherst, NY
Norton Co.; Granville, NY
Rubatex Corps.; Bedford, VA
Standard Products Co.; Port Clinton, OH
Williams Products, Inc.; Troy, MI
Mfrs. Of Joint Fillers/ Sealant Backers;
Backer Rod Mfr & Supply Co.; Denver, CO
Dow Chemical Co.; Midland, MI
Hercules, Inc.; Middletown, DE
J&P Petroleum Products, Inc.; Dallas, TX
Sonneborn/ Contech, Inc.; Minneapolis, MN

2.02 MATERIALS

28


A. General Sealer Requirements: Provide colors indicated or, clear, or if not otherwise indicated,
as selected by Architect from manufacturer’s standard colors or clear where available. Select
materials for compatibility with joint surfaces and other indicated exposures, and except as
otherwise indicated select modulus of elasticity and hardness or grade recommended by
manufacturer for each application indicated. Where exposed to foot traffic, select non-tracking
materials of sufficient strength and hardness to withstand stiletto hell traffic without damage or
deterioration of sealer system.
B. Single Component Polyurethane Sealant (1Pu-S): Except as otherwise indicated, provide
manufacturer’s standard non-modified, one-art, polyurethane-based, air-curing, elastomeric
sealant; complying with either ASRM C 920 Type S Class 25, or FS RR-S-00230C Class A or
equal standard; self-leveling grade/type where used in joints of surfaces subject to traffic
otherwise non-sag grade/type.
Bituminous Modification (-Bit): Where joint surfaces contain or are contaminated with bituminous
materials,, provide manufacturer’s modified type sealant which is compatible with joint
surfaces (modified with coal tar or asphalt as required).
C. Single-Component Silicon Rubber Sealant (12SR-S): Except as otherwise indicated, provide
manufacturer’s standard, non-modified, one-part, silicone-rubber-based, air-curing, non-sag,
elastomeric sealant; complying with either ASTM C 920 Type S Class 25 Grade NS, or FS TT-S-
001553A Class A Type Non-sag or equal standard.
D. Acrylic-Emulsion Sealant (AcEm-S): Provide acrylic-emulsion or latex-rubber-modified acrylic-
emulsion sealant compound, permanently flexible, non-staining and non-bleeding; recommended
by manufacturer for protected exterior exposure and general interior exposure.
E. Butyl Rubber Sealant (BuR-S): Provide polymerized Butyl rubber and inert fillers (pigments),
solvent-based with minimum 75% solids, non-sag consistency, tack-free time of 24 hours or less,
paintable, non-staining; complying with FS TT-S-001657 or equal standard.
F. Preformed Butyl Rubber Sealant (PbuR-S): Provide preformed ribbon or tape (coiled with
release paper) of vulcanized Butyl rubber of Butyl/polyisobutylene and inert fillers (pigments);
solvent-based with minimum 95% solids, non-sag consistency, tack-free time of 24 hours or less,
paintable, non-staining, either with or without reinforcement thread or fabric to prevent stretch (as
required by Installer to facilitate proper application).
G. Polyisobutylene Mastic Sealant (PibM-S): Provide either liquid or performed ribbon (coiled with
release paper) of polyisobutylene- based mastic; nondrying, non-skimming, non-hardening, non-
migrating, heavy-bodied as recommended by manufacturer for large joints subject to shear
movement but not subject to normal joint movement; grade as recommended by manufacturer for
exposures as indicated.
H. Bituminous Calking Compound (Btm-CkC): Provide manufacturer’s standard one-part
bituminous, general-purpose crack filler or calking compound, containing asphalt or coal tar (as
required for compatibility), Butyl rubber, mineral fiber, and other modifiers or fillers.
I. Joint Fillers, Pavement Types:
Bituminous and Fiber Joint Filler (BtmF-JF): Provide resilient and non-extruding type premolded
bituminous impregnated fiber-board units complying with ASRM D 1751; FS JJ-F-341, Type I
or equal standard; or AASHTO M 213.
J. Other compatible compounds shall be at the option of the Contractor and as approved by the
Architect.
K. Miscellaneous Materials:

29


Joint Primer/ Sealer: Provide type of joint primer/ sealer recommended by sealant manufacturer
for joint surfaces to be primed or sealed.
L. Bond Breaker Tape (BB-Tp): Provide polyethylene tape or other plastic tape as
recommended by sealant manufacturer, to be applied to sealant-contact surfaces where
bond to substrate or joint filler must be avoided for proper performance of sealant. Provide
self-adhesive tape where applicable.
M. Sealant Backer Rod (S-BR): Provide compressible rod stock of polyethylene foam,
polyurethane foam, polyethylene jacketed polyurethane foam, Butyl rubber foam, neoprene
foam or other flexible, permanent, durable non-absorptive material as recommended by
sealant manufacturer for back-up of and compatibility with sealant. Where used with hot-
applied sealant, provide heat-resistant type which will not be deteriorated by sealant
application temperature as indicated.

PART 3 - EXECUTION
3.01 INSPECTION
A. Installer must examine substrates, (joint surfaces) and conditions under which joint sealer work is
to be performed, and must notify contractor in writing of unsatisfactory conditions. Do not
proceed with joint sealer work until unsatisfactory conditions have been corrected in a manner
acceptable to Installer.

3.02 JOINT PREPARATION
A. Clean joint surfaces immediately before installation of gaskets, sealants or calking compounds.
Remove dirt, insecure coatings, moisture and other substances which could interfere with seal of
gasket or bond of sealant or calking compound. Etch concrete and masonry joint surfaces as
recommended by sealant manufacturer. Roughen vitreous and glazed joint surfaces as
recommended by sealant manufacturer.
B. Prime or seal joint surfaces where indicate, and where recommended by sealant manufacturer.
Confine primer/sealer to areas of sealant bond; do not allow spillage or migration onto adjoining
surfaces.

3.03 INSTALLATION
A. Comply with manufacturer’s printed instructions except where more stringent requirements are
shown or specified, and except where manufacturer’s technical representative directs otherwise.
B. Set joint filler units at depth or position in joint as indicated to coordinate with other work,
including installation of bond breakers, backer rods and sealants. Do not leave voids or gaps
between ends of joint filler units.
C. Install sealant backer rod for liquid-applied sealants, except where shown to be omitt4ed or
recommended to be omitted by sealant manufacturer for application indicated.
D. Install bond breaker tape where indicated and where required by manufacturer’s recommendations
to ensure that liquid-applied sealants will perform as intended.
E. Employ only proven installation techniques, which will ensure that sealants are deposited in
uniform, continuous ribbons without gaps or air pockets, with complete “wetting” of joint bond
surfaces equally on opposite sides. Except as otherwise indicated, fill sealant rabbet to a slightly
concave surface, slightly below adjoining surfaces. Where horizontal joints are between a

30


horizontal surface and vertical surface, fill joint to form a slight cove, so that joint will not trap
moisture and dirt.
F. Install liquid-applied sealant to depths as shown or if not shown, as recommended by sealant
manufacturer but within the following general limitations, measured at center (thin) section of
beads; (not applicable to sealants in lapped joints).
1. For sidewalks, pavements and similar joints sealed with elastomeric sealants and subject to
traffic and other abrasion and indentation exposures, fill joints to a depth equal to 75% of joint
width, but neither more than 5/8” deep nor less than 3/8” deep.
2. For normal moving joints sealed with elastomeric sealants but not subject to traffic, fill joints
to a depth equal to 50% of joint width, but neither more than ½” deep nor less than ¼” deep.
3. For joints sealed with non-elastomeric sealants and calking compounds, fill joints to a depth
in range of 75% to 125% of joint width.
G. Spillage: Do not allow sealants or compounds to overflow from confines of joints, or to spill onto
adjoining work, or to migrate into void of exposed finishes. Clean adjoining surfaces by whatever
means may be necessary to eliminate evidence of spillage.
H. Recess exposed edges of gaskets and exposed joint fillers slightly behind adjoining surfaces,
unless otherwise shown, so that compressed units will not protrude from joints.
I. Bond ends of gaskets together with adhesive or “weld” by other means as recommended by
manufacturer to ensure continuous watertight and airtight performance. Miter-cut and bond ends
at corners unless molded corner units are provided.

3.04 CURE AND PROTECTION

A. Cure sealants and caulking compounds in compliance with manufacturer’s instructions
and recommendations, to obtain high early bond strength, internal cohesive strength and surface
durability. Advise Contractor of procedures required for cure and protection of joint sealers during
construction period, so that they will be without deterioration or damage (other than normal wear and
weathering) at time of substantial completion. Cure and protect sealants in a manner which will minimize
increases in modulus of elasticity and other accelerated aging effects. Replace or restore sealants which
are damaged or deteriorated during construction period.

End of Section

31


DIVISION 8: DOORS & WINDOWS

08200 wood doors

1.01 Finish hardware to be per Section 08710.

1.02 Interior doors and jambs: solid core, size and material per drawings.

08266 glazed wood doors

1.01 Manufacturer to be Duratherm

1.02 Provide hardware submittal

08350 folding doors

1.02 Manufacturer to be Duratherm

1.02 Provide hardware submittal

08500 windows

1.01 Provide shop drawings of all systems for review.

1.02 Hardware options: to be specified from manufacture’s standard range.

1.03 All windows to be aluminum-frame Blomberg 450 Series, Class II clear anodized finish, dual
glazed, low-e.

08610 wood skylights

1.01 Skylight manufacturer to provide all skylight related flashings, including flashing between
operable skylights.

1.02 Skylights: Velux VSE Electric venting deck-mounted
Flashing: ECB
Bug screen: yes
Size: 106
Glazing: Comfort Plus Glass
Shade: Exterior Heatblock Awning on interior skylights only (5)
Keypad: WLI 160 (2), combi-link connectors (4)

1.03 Build curbs for mounting per manufacturer’s recommendations.

08710 finish hardware and hardware groups

1.01 Provide a complete hardware submittal of all systems for review.

32


1.02 See cut sheets.

1.03 MATERIALS

A. Hinges:
1. Type: five knuckle, Baldwin 1030, 1035, 1040 or 1045 as required (or McKinney). Dull
Chrome finish.
2. Quantity: Furnish two hinges for doors up to 5 feet high and one additional hinge for each
2'-6" of height or fraction thereof over 5 feet.
4. Width: Provide widths sufficient to clear trim projection when door swings 180 degrees.

B. Door Stops:
1. All doors to receive a door stop unless otherwise specified. See Hardware Groups.
2. Coordinate in field with Architect exact type at each location.

C. Finishes:
1. Stainless steel or satin nickel finish throughout.

2.01 HARDWARE GROUPS

Manufacturer Abbreviations
Baldwin BAL
Cool Lines COL

Hardware Group 1 = [Dr #x] Interior Door

Item Description Manufacturer
Latchset TBD, passage
Stop

Hardware Group 2 = [Dr #x] Interior Door

Item Description Manufacturer
Latchset TBD, privacy
Stop

33


08800 glazing

1.01 GLAZING TYPES

Glazing is specified as GL, followed by codes for its characteristics
Example:

Characteristics are coded as follows
1: Single Glazing
2: Double Glazing
A: Acrylic
C: Color, to be selected by architect
E: Low E
F: Floor glass
G: Annealed float glass - ASTM C1036, Type I, Class 1, Quality q3 or better.
L: Laminated safety glass
M: Mirrored float glass with, with all exposed edges polished smooth.
N: Tinted, color to be selected by architect
P: Patterned glass, to be selected by architect
R: Wire safety glass
S: Sandblasted
T: Tempered safety glass - Shall meet ANSI Z97.1 test requirements.
V: Vision glass - Switch Lite #SWC 10, tempered glass. See cut sheet.
U: Translucent
W: White

End of Section

34


DIVISION 9: FINISHES

09300 tile

1.01 General

A. Layout: align joints to give straight, uniform grout lines, parallel to walls. Field verify all layouts with
Architect.
B. Glass tile to be installed per the manufacturer specifications.
C. Architect to approve from sample(s) all tile prior to material purchase and installation. Samples to
be submitted from the actual stock from which material will be purchased and represent the
range found within the material.
D. Architect to approve sample of grout color in actual tile sample prior to grouting on site
E. Shower Pan membrane: Cloraloy or equal sheet membrane, no seams.
F. Mortar bed at wet walls. Provide waterproof backing membrane with bituthene or equal behind
mortar at areas exposed to direct moisture. Provide water resistant membrane behind mortar at
all other locations.

1.02 Tile Schedule:
T-1: Bath –shower walls
MFR: Solus Decor
Color: Mousse
Size: 6” x 36” x 3/4”thick
Grout: Hydroment, color TBD

Source: Solus Décor, 877.255.3146

T-2: Bath – floor
MFR: Solus Decor
Color: Mousse
Size: 18” x 36” x 1/2”thick
Grout: Hydroment, color TBD

Source: Solus Décor
1445 Powell Street
Vancouver, BC
Canada V5L 1G8
877.255.3146

09640 wood strip flooring

1.01 Wood Floor: 3” plank, long boards.
1.02 For wood type and finish, refer to 06200 – finish carpentry and 09910 – painting and transparent
finishes
Source: Flooring Alternative
758 Gilman Street
Berkeley, CA 94710
510.550.4449
1.03 Provide sample for Architect’s approval

35


09910 painting and transparent finishes

1.01 SUBMITTALS

A. Procedure per Section 01300 Submittals.
B. Submit 24" square hardboard samples of all colors, one for each color and type of paint to be
used.
C. Submit stock colors on manufacturer's standard large size chips.
D. Prepare wood samples on type and quality of wood to be used.

1.02 QUALITY ASSURANCE

A. As much as possible, select a single manufacturer to provide all materials for the work of this
section, especially where systems call for primer coats or bond coats.
B. Applicator shall demonstrate 5 years experience with similar projects.
C. Finish paint 4ft square on wall each color and review with Architect before completing the
application.
D. Ensure proper project conditions before painting.
E. All painted surfaces to be warranted for one year.

1.03 MAINTENANCE

A. Provide Owner with one gallon of each color and type of paint used in tightly sealed, clearly
labeled cans. Label manufacturer, color mix and phone number on each can.

MATERIALS

A. FINISH CODING
Finishes are described as finishing system.color, example:

C. Finishing systems are coded as follows:
PT-1 Flat Finish on Gypsum Board, Interior (typical finish for ceilings except as otherwise
noted)
1 coat PVA Pigmented Sealer
1 coat Latex undercoat
1 coat Acrylic Latex, a second coat if first does not cover

PT-2 Satin finish on Gypsum Board, Interior (typical finish for walls)
1 coat PVA Pigmented Sealer
1 coat Latex undercoat

36


1 coat Acrylic Latex, a second coat if first does not cover

PT-3 Semigloss Finish on Wood Cabinets & Casework, Interior
1 coat Primer
3 coats Lacquer, Satin Sheen

PT-4 Semigloss Finish on Wood Trim, Interior
1 coat Interior wood primer
2 coat Semi-gloss enamel

PT-10 Semigloss Finish on Wood, Exterior
1 coat Exterior wood primer
2 coats Semi-gloss enamel

PT-11 Flat Finish on Wood, Exterior
1 coat Exterior wood primer
2 coats Acrylic Latex

ST-1 Natural Clear Finish on Wood, Interior
1 coat Sanding sealer, if required
3 coats Satin Conversion Varnish or equal

ST-2 Stained Clear Finish on Wood, Interior
1 coat Stain, custom colors

ST-10 Natural Clear Finish on Wood, Exterior

ST-11 Stained Finish on Wood, Exterior
1 coat Stain, custom colors

D. PAINT SCHEDULE:

A: MFR: Safecoat Enamal (bath shower window interior)
Color: TBD
Number: TBD

B: MFR: Safecoat Exterior Satin Enamal (window exterior)
Color: TBD
Number: TBD

C: MFR: Timber Pro UV (exterior siding)
Color: TBD
Number: TBD

D: MFR: TBD (wood flooring)
Color: TBD

37


Number: TBD

E: MFR: TBD (wood decking)
Color: TBD
Number: TBD

F: MFR: Tnemec (steel)
Primer: Enviro-Prime Series 18
Color: 18-1092 Gray
Topcoat: Enviro-Crete Series 156
Color: TBD

3.01 GENERAL EXECUTION

A. Final coat of paint, or stains on wood shall not be applied to any surface until colors have been
accepted by the Architect.

3.02 PREPARATION

A. Examine all surfaces for conditions that will adversely affect finishes.

B. Broom clean rooms and spaces before commencement of work.

C. Protect all surfaces not to be painted.

3.03 APPLICATION

A. Comply with manufacturer's recommendations for drying time between coats.

B. Finish coats shall be smooth and free of brush marks, streaks, laps or pileup of paints, skipped or
missed areas.

C. Paint visible surfaces behind vents, registers, or grilles flat black.

D. Surfaces Not to Be Painted:

1. Pre-finished or integral color wall, ceiling or floor coverings.
2. Items with factory-applied final finish, unless noted otherwise.
3. Concealed ducts, pipes and conduits.
4. Cabinetry, unless noted otherwise
5. Other items listed as not painted on Drawings.

End of Section

38


DIVISION 10: SPECIALTIES

10300 fireplaces and stoves

1.01 Living Room stove: Rais Classic 106, glass doors, top vent. See cut sheet

1.02 Poolside fireplace per drawings. Provide shop drawings for Architect’s approval.

10800 toilet + bath accessories

1.01 Match existing house accessories

1.02 Shower curtain rod: 1-1/4” stainless steel pipe w/ stainless steel flanges screwed to wall at ends

10826 bathroom mirrors

1.01 1/4" tempered glass mirror

10900 closet specialties

1.01 Closet Poles: 1-1/4” wood

1.02 Pole Flanges: Wood rosettes

1.03 Closet Curtain rod: TBD

End of Section

39


DIVISION 11: EQUIPMENT

11452 residential appliance schedule (see cut sheets)

(reviewing with client for final approval)

Item Manuf. Model Remarks
Refrigerator U-Line 2175RF Full overlay, left hinge
Cooktop Miele KM421 24” Electric, stainless frame
Oven Miele H4680B 24” stainless finish,
Dishwasher Miele Slimline G832Sci 18” Full overlay
Exhaust Fan Broan 335, 1200cfm Remote fan, roof-mounted
(Kitchen)
Washer Asko W6461 Electric
Dryer Electric
Asko W6441
Outdoor grill Capital
CCE32XCH2BI
Grill ignitor Propane Ignition
Grill Lover’s
system

End of Section

40


DIVISION 12: FURNISHINGS

12492 blinds

1.01 Roller shades to be manual roll Mecho Shades

A. Recommended supplier:Cutting Edge Drapery, 15 Dorman Ave, San Francisco, CA
415.824.6000

End of Section

41


DIVISION 15: MECHANICAL

15000 mechanical general provisions

See electrical/mechanical plans for additional information.

15410 plumbing fixture schedule

1.01 Kitchen

Item Room Manuf. Model Remarks

Faucet Kitchen Chicago 540-LD372NHF Brushed nickel
317-PRJKNHF handles
Sink Kitchen Elkay ELU211510 integral stainless steel sink

Sink Disposal Kitchen Insinkerato Evolution Excel and Satin nickel air switch and drain;
r Verify need for power cord kit and
Sink Top Switch
dishwasher connector kit
Soap Kitchen Grohe 28 751 SDO Deluxe XL soap/lotion dispenser
Dispenser
Stainless Steel

1.02 Bath

Item Room Manuf. Model Remarks

Sink Bath Elkay EWMA4820 Two-station wall-mounted sink
LK18B drain Verify hole drilling config
Faucets Bath Chicago 540-LD372NHF Brushed nickel
(2) 317-PRJKNHF
handles
Toilet Bath Toto Carlyle Chrome trip lever
MS874114SG
Shower Bath Grohe Europlus II Chrome combination trim
35233 OOO

42


15480 domestic water heater

1.01 Heater: to be coordinated with installation by solar thermal contractor. Contractor to provide
adequate amp service for tank back-up electric heater.

15700 heating + air-conditioning equipment

1.01 Heat Pump: Carrier Comfort Series 5KW 38YSA with back-up electric fan coil and matching
“Thermidistat” thermostats.

15852 registers grilles and diffusers

1.01 Exhaust fans at all bathrooms and laundry: Panasonic FV11VF1

1.02 Ducts to be 8” spiral. Provide submitall.

1.03 Supply Vent: Seiho NT 8. See cut sheet.

1.04 Return air grille: TBD, provide allowance.

End of Section

43


DIVISION 16: ELECTRICAL

16000 electrical general provisions

1.01 Contractor to provide power, lighting, switching, dimming, and fixtures per the plans.

B. Provide telephone service and all house pre-wiring and jacks per drawings. Provide two CAT5-E
communication/phone wires to each phone jack with 2 jack plate. Use TCI/ATT cable for all TV
wiring home runs.

C. Audio Visual equipment by Owner, General Contractor to accommodate and coordinate as
required. General Contractor to do all AV wiring and terminations.

D. Verify existing 400-amp service and provide new 200-amp subpanel at Guest Cottage.

16140 wiring devices

Cover plates for all switches, receptacles, jacks, etc., are to be a matching style. Contractor to furnish
submittals of the following:

A. Typical on/off lighting switches: Lutron Diva Satin, match existing house color.

B. Typical dimmer switches: Lutron Diva Satin, match existing house color.

C. Typical receptacles: Lutron Diva Satin, match existing house color.

D. Typical Jacks: Lutron Diva Satin, match existing house color.

E. Typical coverplates: Lutron Diva Satin, match existing house color.

F. AT KITCHENETTE STAINLESS STEEL WALLS:
A. Receptacles/switches to be Diva Black.
B. Coverplates to be Claro stainless steel, brushed finish

G. Plugmold: Wiremold 2000 series, stainless steel.

H. Smoke detectors: provide submittal.

44


16501 light fixture schedule

1.01 Provide submittal for all fixtures for Architect review.

1.02 At kitchen and bathrooms where fluorescent fixtures are required for code, provide any type of
fluorescent, code complying fixture and install for final inspections. Following inspections, replace
with fixtures scheduled.

1.03 Lighting Schedule (see cut sheets)

Type Description Manufacturer Lamp Quantity Remarks

F1 Wall mount RAB LQ150 9 Paint?
QF300
F2 Under cabinet WAC 13W T5 8 white
BA-BF-13
F3 Wall mount Stonco 100w incandescent 7 Prismatic globe
VK1K NO CAST GUARD
VGP100
F4 Recessed TBD 4
ceiling
F5 Wall mount Artemide 100W incandescent 2
Tolomeo Wall
Spot
F6 Wall mount Stonco 100w incandescent 4 Prismatic globe
VW1K NO CAST GUARD
VGP100
F7 Ceiling Fan Boffi Minimal Air 2 400mm length
Boffi Los Angeles
310.458.9300

16850 television equipment

1.01 Flat panel television and bracket provided by owner. Contractor to install.

End of Section

45

070305 gamble-project-manual

Recommended

Recommended

More Related Content

What's hot

What's hot (12)

Similar to 070305 gamble-project-manual

Similar to 070305 gamble-project-manual (20)

More from laneycollege

More from laneycollege (20)

Recently uploaded

Recently uploaded (20)

070305 gamble-project-manual