CUPECOY YACHT CLUB
CUPECOY YACHT CLUB
ZONE 1
BUILDING B1 B2
S P E C I F I C A T I O N S
CICCA NV
Union Road, Cole Bay
Phone: (599) 542-2719 Fax:
PRE-AMBLE CLAUSES
The Works herein outlined are governed by the conditions set forth in the Agreement between the Owner and Contractor; the General Conditions of the Contract for Construction, the Architectural Specifications, and all other documents that make up the Agreement.
The Contractor shall be responsible for the installation, testing, commissioning, setting to work, demonstration and leaving in a satisfactory working order, all mechanical services (unless stated otherwise), for the proposed project.
The Scope of the Works shall comprise the whole of the labor and all materials necessary for the complete installation works. Such tests, adjustments and commissioning prescribed in subsequent clauses as and may be otherwise required to give an effective working installation to the satisfaction of the Client, Architect or Employers Agent.
The words 'complete installation' in the above clause shall mean not only the major items of the plant and equipment conveyed by the Specification, but all the incidental sundry components necessary for the complete execution of the works and for the proper operation of the installation with their labor charges, whether or not these sundry components are mentioned in detail in the specification.
Manufacturers’ names are given in the specification to indicate the standard of materials required and the Contractor shall include in his tender price for the plant and equipment detailed. The Contractor may offer for consideration alternative manufacturers of equal standard if he so wishes which must be submitted on the appropriate schedule together with the cost implication on the tender value if this alternative were to be accepted by the Client, Architect or Engineer.
All information in this document is for guidance and indicates a minimum requirement only. The contractor shall satisfy themselves that the scope of works described in this document is adequate and the following information does not relieve the contractor of his responsibility to provide a fully functioning system to meet the employer’s requirements.
The Contractor shall ensure that ALL works are coordinated with the works of all related trades affected by or affecting the work of any particular Section.
The Contractor shall be deemed to have examined the site and the availability of access thereto. If any particulars required cannot be obtained from this examination together with the Conditions of Contract and Specification, application for the information shall be made to the Architect. The Contractor shall have no claim because of want of knowledge in any respect of the Contract.
The Contractor is advised that all references to Site Preparation and Excavations, Reinforcement, Concrete and Forming are stated in the Structural Engineer’s Specifications. Similarly, all references to Mechanical, Electrical and Plumbing are stated in the MEP Specifications.
Other references to Finishing materials, Equipment etc can be found in the Architect’s Schedules. It is important to note that these Specifications are to be read in conjunction with the other documents that form part of this contract and any discrepancies are to be brought to the attention of the Architect.
Table of Contents
DIVISION 2 SITE CONSTRUCTION
SECTION 02201: SITE PREPARATION AND LAYOUT (Refer to Structural Specifications)
SECTION 02251: SHORING AND SHEETING (Refer to Structural Specifications)
SECTION 02300: EXCAVATION AND EARTHWORK (Refer to Structural Specifications)
SECTION 02500: SITE DRAINAGE AND UTILITIES (Refer to Structural Specifications)
DIVISION 3 CONCRETE
SECTION 02750: CONCRETE PAVING AND WALKS (Refer to Structural Specifications)
SECTION 03300: CAST IN PLACE CONCRETE (Refer to Structural Specifications)
SECTION 04200: UNIT MASONRY (Refer to Structural Specifications)
DIVISION 5 METALS
SECTION 05120: STRUCTURAL STEEL (Refer to Structural Specifications)
SECTION 05700: ORNAMENTAL METAL AND GRILLES
DIVISION 6 WOODS AND PLASTICS
SECTION 06100: ROUGH CARPENTRY
SECTION 06200: INTERIOR FINISH CARPENTRY
SECTION 06300: EXTERIOR FINISH CARPENTRY
SECTION 06400: ARCHITECTURAL WOODWORK
DIVISION 7 THERMAL AND MOISTURE PROTECTION
SECTION 07100: WATERPROOFING AND DAMPPROOFING (Refer to Structural Specifications)
SECTION 07410: METAL ROOFING
SECTION 07620: SHEET METAL FLASHING, GUTTERS AND LEADERS
SECTION 07900: JOINT SEALANTS
DIVISION 8 OPENINGS
SECTION 08110: STEEL DOORS AND FRAMES
SECTION 08210: TIMBER DOORS
SECTION 08550: WINDOWS (Refer to Architect’s Schedules)
SECTION 08710: DOOR HARDWARE (Refer to Architect’s Schedules)
SECTION 08713:DOOR CLOSERS (Refer to Architect’s Schedules)
SECTION 08715:DOOR TRIM AND AUXILIARY HARDWARE (Refer to Architect’s Schedules)
SECTION 09110:NON-LOAD BEARING METAL FRAMING AND CEILING SYSTEM
DIVISION 9 FINISHES
SECTION 09210: PLASTER
SECTION 09220: STUCCO
SECTION 09250: GYPSUM BOARD AND GYPSUM FINISHES
SECTION 09300: CERAMIC AND STONE TILE (Refer to Architect’s Schedules)
SECTION 09511: SUSPENDED ACOUSTIC CEILINGS
SECTION 09900: PAINTING AND WOOD FINISHES
DIVISION 10 SPECIALITIES
SECTION 10425:SIGNAGE
SECTION 10600:PARTITIONS (Refer to Architect’s Schedules)
SECTION 10810:TOILET AND BATH ACCESSORIES (Refer to Architect’s Schedules)
DIVISION 11 EQUIPMENT
SECTION 11450: RESIDENTIAL EQUIPMENT (Refer to Architect’s Schedules)
DIVISION 12 FURNISHINGS
SECTION 12350:MANUFACTURED CASEWORK (Refer to Architect’s Schedules)
DIVISION 14 CONVEYING SYSTEMS
SECTION 14200: ELEVATORS (Refer to Architect’s Schedules AND to M,E & P Specifications )
DIVISION 15 MECHANICAL
SECTION 15400: PLUMBING (Refer to M,E & P Specifications)
SECTION 15700: HVAC (Refer to M,E & P Specifications)
DIVISION 16 ELECTRICAL
SECTION 16000: ELECTRICAL (Refer to M,E & P Specifications)
SECTION 05700: ORNAMENTAL METALS
1.1 SCOPE
A. Ornamental metal elements
B. Ornamental metal rails
C. Ornamental metal parts assembled into millwork.
1.2 SYSTEM DESCRIPTION
A. Rail system shall be fabricated to support a concentrated downward or lateral
live load of 200 pounds, not concurrently loaded.
B. Rail system shall be fabricated to support a lateral live load of 20 plf. when
applied to the top rail.
C. Infill areas of railings shall be able withstand a live loads as recommended by Engineer.
1.3 QUALITY ASSURANCE
A. Priming and painting shall be in accordance with the recommendations of the
Architect
B. Controlled inspections shall be required for all structural welds and bolted
connections. These shall be performed by an independent engineer or testing
agency hired by the Owner. It is the responsibility of the Contractor to
coordinate these test and ensure that the proper forms and documentation of
these test results are filed with the Building Department.
1.4 DELIVERY, STORAGE AND HANDLING
A. Deliver materials of this trade in intervals that do not delay the progress of this
Section or the job as a whole.
B. Store materials in such a way to accommodate easy inspection of the materials
prior to installation.
C. Store all metal work in a clean, dry place off the ground until installation.
Protect from damage during storage.
D. Deliver anchor bolts, plates, miscellaneous steel and other materials to related
trades in a timely fashion so as to not delay the progress of their work or the job
as a whole.
E. Store all materials off the ground in a dry place until erection.
1.5 FABRICATION- GENERAL
A. Fabricate all rails and ornamental metal as per Drawings, approved samples and
approved shop drawings. Workmanship is to be of the highest quality for
ornamental metal work.
B. All work to receive a special finish to the metal, including plating, shall be
prepped and fitted for final assembly prior to finishing. All work shall receive
the final finish to the greatest extent possible, prior to assembly.
3.2 INSTALLATION
A. Field weld or bolt connections as per reviewed shop drawings and erection
plans.
B. Ensure that rail installation complies with local codes for withstanding lateral
live loads.
C. Where metal is prefinished or mill finished, use extreme care during erection and
fabrication not to mar surfaces.
D. Protect all metal work from damage before, during, and after installation.
Replace any work that is damaged. Do not repair.
3.3 JOB CLOSEOUT
A. Inspect metal for any blemishes in the finish and touch-up as required.
SECTION 06100 - ROUGH CARPENTRY
GENERAL
1. SUMMARY
A. This Section includes the following:
1. Structural Roof Framing.
2. Built-up Structural Beams & Columns.
3. Floor, Wall & Roof Sheathing.
4. Preservative treatment of wood.
5. Fire retardant treatment of wood.
6. Miscellaneous framing & sheathing.
7. Wood nailers and curbs for roofing and items installed on roof.
8. concealed wood blocking for support of toilet and bath accessories, wall cabinets and wood trim.
2. SUBMITTALS
a. See section – Administrative Requirements, for submittal procedures
b. Product Data: provide technical data on insulated sheathing, wood preservatives materials and application instructions
c. Shop drawings for site fabricated truss frames, indicate dimensions, wood species and grades
component profiles, drilled holes, fasteners, connectors, details and sequence of erection.
3. QUALITY ASSURANCE
a. Lumber: DOC PS 20 and applicable rules of grading agencies indicated. If no grading agency is indicated, provide lumber that complies with the applicable rules of any rules-writing agency certified by the ALSC Board of Review. Provide lumber graded by an agency certified by the ALSC Board of Review to inspect and grade lumber under the rules indicated.
PRODUCTS
1. GENERAL REQUIREMENTS
a. Lumber fabricated from old growth timber is not permitted.
b. Factory mark each piece of lumber with grade stamp of grading agency.
a. For exposed lumber indicated to receive a stained or natural finish, mark grade stamp on end or back of each piece or omit grade stamp and provide certificates of grade compliance issued by grading agency.
b. Provide dressed lumber, S4S, unless otherwise indicated.
c. Dimension ALL lumber framing: Sizes, as indicated on drawings
d. Moisture Content: S-dry or MC19
e. Joist, Rafter and small beam framing to drawing details
2. WOOD-PRESERVATIVE-TREATED MATERIALS
A. Preservative Treatment by Pressure Process: AWPA C2, except that lumber that is not in contact with the ground and is continuously protected from liquid water may be treated according to AWPA C31 with inorganic boron (SBX).
1. Preservative Chemicals: Acceptable to authorities having jurisdiction and containing no arsenic or chromium.
B. Kiln-dry lumber after treatment to a maximum moisture content of 19 percent. Do not use material that is warped or does not comply with requirements for untreated material.
C. Mark lumber with treatment quality mark of an inspection agency approved by the ALSC Board of Review.
D. Application: Treat all miscellaneous carpentry, unless otherwise indicated.] [items indicated on Drawings, and the following:
1. Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar members in connection with roofing, flashing, vapor barriers, and waterproofing.
2. Wood sills, sleepers, blocking, furring, stripping, and similar concealed members in contact with masonry or concrete.
3. Wood framing and furring attached directly to the interior of below-grade exterior masonry or concrete walls.
4. Wood framing members that are less than 460 mm above the ground in crawl spaces or unexcavated areas.
5. Wood floor plates that are installed over concrete slabs-on-grade.
3. FIRE-RETARDANT-TREATED MATERIALS
A. General: Comply with performance requirements in AWPA C20 and AWPA C27 (plywood)].
1. Use Exterior type for exterior locations and where indicated.
2. Use Interior Type A, High Temperature (HT) for enclosed roof framing, framing in attic spaces, and where indicated.
3. Use Interior Type A, unless otherwise indicated.
B. Identify fire-retardant-treated wood with appropriate classification marking of testing and inspecting agency acceptable to authorities having jurisdiction.
C. Application: Treat [all miscellaneous carpentry, unless otherwise indicated.] [items indicated on Drawings, and the following:]
1. Framing for raised platforms.
2. Concealed blocking.
3. Roof construction.
4. Plywood backing panels.
4. MISCELLANEOUS LUMBER
A. General: Provide miscellaneous lumber indicated and lumber for support or attachment of other construction, including the following:
1. Blocking.
2. Nailers.
3. Rooftop equipment bases and support curbs.
4. Cants.
5. Furring.
6. Grounds.
7. Utility shelving.
EXECUTION
1. INSTALLATION, GENERAL
A. Set carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Fit carpentry to other construction; scribe and cope as needed for accurate fit. Locate[ furring,] nailers, blocking, [grounds, ]and similar supports to comply with requirements for attaching other construction.
B. Framing Standard: Comply with AF&PA's "Details for Conventional Wood Frame Construction," unless otherwise indicated.
C. Do not splice structural members between supports, unless otherwise indicated.
D. Comply with member sizes for applying field treatment to cut surfaces of preservative-treated lumber.
Securely attach carpentry work to substrate by anchoring and fastening
E. Wood Trim Installation: Install with minimum number of joints practical, using full-length pieces from maximum lengths of lumber available. Cope at returns and miter at corners to produce tight-fitting joints with full-surface contact throughout length of joint. Use scarf joints for end-to-end joints.
1. Match color and grain pattern across joints.
2. Install trim after gypsum board joint-finishing operations are completed.
3. Install to tolerance of 3 mm in 2438 mm for level and plumb. Install adjoining finish carpentry with 0.8-mm maximum offset for flush installation and 1.6-mm maximum offset for reveal installation.
2. PROTECTION
A. Protect wood that has been treated with inorganic boron (SBX) from weather. If, despite protection, inorganic boron-treated wood becomes wet, apply EPA-registered borate treatment. Apply borate solution by spraying to comply with EPA-registered label.
END OF SECTION 06100
SECTION 06200: INTERIOR FINISH CARPENTRY
PART I. GENERAL
1.1 SCOPE
a. Finish carpentry items, architraves, soffits, fascias
b. Wood door frames set into partition.
c. Wood casings and moldings.
d. Hardware and attachment accessories
2. SUBMITTALS
a. See section – Administrative requirements for submittal procedures
PART II. PRODUCTS
2.1 GENERAL
a. Trim and moulding shall be of size and shape as shown on the Drawings and/ or
Finish Schedule.
b. Lengths shall be maximum lengths available. No piecing is permitted on runs of
less than 14 feet.
c. Mouldings to be used in one space must be from the same mill run to ensure
uniformity of size and shape.
2.2. PROJECT CONDITIONS
a. Sequence installation to ensure utility connections are achieved in an orderly and expeditious manner.
b. Coordinate the work with installation of associated and adjacent components.
2.3. WOOD-BASED COMPONENTS
a. Wood fabricated from old growth timber is not permitted.
2.4. LUMBER MATERIALS
a. Softwood Lumber: sawn, maximum moisture content of 6 percent; with vertical grain,.
b. Hardwood Lumber: sawn, maximum moisture content of 6 percent; with vertical grain, of quality suitable for transparent finish.
2.5 ADHESIVE
a. Adhesive: Type recommended by laminate manufacturer to suit application.
2.6 FASTENERS
a. Fasteners: Of size and type to suit application
b. Concealed Joint Fasteners: Threaded steel.
2.7 ACCESSORIES
a. Primer: Alkyd primer sealer type.
b. Wood Filler: Solvent base, tinted to match surface finish color.
2.8 WOOD TREATMENT
a. Fire Retardant Treatment (FR-S Type): Chemically treated and pressure impregnated; capable of providing flame spread index of 25, maximum, and smoke developed index of 450, maximum, when tested in accordance with ASTM E84.
b. Wood Preservative (Surface Application): Clear
c. Provide identification on fire retardant treated material.
2.9 FABRICATION
a. Shop assemble work for delivery to site, permitting passage through building openings.
b. When necessary to cut and fit on site, provide materials with ample allowance for cutting. Provide trim for scribing and site cutting.
PART 3 EXECUTION
3.1 INSTALLATION
a. All trim shall be installed with nails of appropriate size to penetrate substrate
3/4". Nails shall be set and all bolts and screws countersunk. Spacing of nails shall be as required to hold trim tight and flat to surface.
b Special nailing patterns shall be as noted on the Drawings or as per approved samples and mock-ups.
c. All miters and joints are to be biscuited and glued.
d. All finish nails shall be countersunk.
e. Trim shall be installed with the longest possible lengths:
1 Stagger splice joints in long runs where trim is built up of multiple
pieces. Stagger joints by at least 4 feet.
2 Carefully layout splice joints equally at long runs. Joints shall be a
center of run or equidistant from ends.
3. Install wood doors per the requirements of Section 08210.
4. All base, crown molding and other linear trim shall be mitered at outside
corners.
5. All base, crown molding and other linear trim shall be coped and fit at inside
corners.
6. Millwork and cabinets shall be installed per the requirements
3.2 SITE APPLIED WOOD TREATMENT
a. Apply preservative treatment in accordance with manufacturer's instructions.
b. Brush apply one coats of preservative treatment on wood in contact with cement based materials. Treat site-sawn cuts.
c. Allow preservative to dry prior to erecting members.
3.3 PREPARATION FOR SITE FINISING
a. Prior to shop or field priming, all trim shall be sanded free of all planner marks
where smooth finish is called for.
b. Set all nails and fasteners and fill holes after sealing.
c. Clean all glue from joints as work is being done.
3.4 ERECTION TOLERANCES
a. Maximum Variation from True Position: 1/16 inch (1.5mm)
3.5 SCHEDULE
a. Exterior:
(1) Enclosing soffit spaces – as detailed
(2) Soffits and fascias – prepare for paint finish
b. Interior
1) Door, Glazed Light, and Pocket door frames: White Birch; prepare for paint finish
END OF SECTION 06200
SECTION 06410: CUSTOM CABINETRY
PART I. GENERAL
1.1 All materials in this section to be supplied by Client. Refer to manufacturer’s specifications for installations
2. SUBMITTALS
a. See section – Administrative requirements for submittal procedures
b. Refer to Manufacturer’s Shop drawings: Indicate materials, component profiles and elevations, assembly methods, joint details, fastening methods, accessory listings, hardware location and schedule of finishes.
3.2 INSTALLATION
a. All components shall be set true, plumb, and level with no distortions. Shim as
required using concealed shims. Scribe and fit work to adjoining work and
existing surfaces (i.e. walls, floors, ceilings, etc.). All work is to be securely and
rigidly fastened in place.
b. Decking shall be attached with:
1 Exposed decking nails
2 Decking screws
3 Concealed nailing clips and galvanized nails.
4. Nailing shall be concealed wherever possible.
c. Trim shall be installed with the longest possible lengths:
1 Stagger splice joints in long runs where trim is built up of multiple
pieces. Stagger joints by at least 4 feet.
2 Carefully layout splice joints equally at long runs. Joints shall be a
center of run or equidistant from ends.
3.3 PREPARATION FOR FINISHING
a. Prior to shop or field priming, all trim shall be sanded free of all planner marks
where smooth finish is called for.
b. Set all nails and fasteners.
c. Clean all glue from joints as work is being done.
3.4 PROTECTION AND JOB CLOSEOUT
a. Protect all finished trim work from damage before, during and after installation.
b. Replace any work that is damaged beyond repair.
c. At job closeout, check all trim and siding for defects. Repair or replace as
required.
d. Re-work miter joints that have opened during the course of the project.
END OF SECTION 06410
SECTION 09210: PLASTER
PART I. GENERAL
1.1 SCOPE
a. Float finish, sanded
PART II EXECUTION
2.1 INSTALLATION- PLASTER
a. Finish coat application:
b. Apply steel trowel finish as follows:
c. Finish shall match approved sample
Apply float finish as follows:
a. Finish shall be an overall uniform texture finish free of slick spots, cat faces and
other irregularities.
b. Finish shall match approved sample
c. Finishes required for this project are as follows. Where more than one finish is
required, see the Drawings and/or Finish Schedule for location.
d. Floated sand finish.
3.2 JOB CLOSE OUT
Inspect all walls for any damage to stucco. Repair as required to match surrounding surfaces.
Remove any material left on the job when stucco work is complete. Clean all stucco splatters from windows, doors, equipment, walks.
END OF SECTION 09210
SECTION 09220: STUCCO
PART I. GENERAL
1.1 SCOPE
a. Portland cement plaster, stucco.
b. Portland cement plaster over cement substrate
c. Samples
d. Mock ups
1.2 SYSTEM DESCRIPTION
a. This system is to be Portland cement over concrete substrate.
1.3 SUBMITTALS
a. Provide preliminary samples on cementitious board for approval of color and
texture. Provide an in-place mock-up of stucco for final approval of finish and color by
Architect and Owner. If approved, this mock-up may be incorporated into the
final product.
1.4 DELIVERY, STORAGE AND HANDLING
a. Materials shall be delivered in their original, unopened packages, and
protected from exposure to the elements.
b. Store all sand in protected areas and cover with water proof sheeting.
c. Damaged or deteriorated materials shall be removed from the premises.
PART II. PRODUCTS
2.1 CEMENT PLASTER MIXES
a. Premixed colored stucco shall be manufactured by the following.
1. Best Products Mix. Inc 8086 NW 74 Avenue, Medley, Florida 33166,
Tel 305-884-1616 or 800-641-9247
2. Souther Grouts and Mortars, Inc 1500 SW 2.nd Place Pompano Beach,
FL 33060, Pompano Beach Florida, 305-943-2288
3. Acrocrete Inc, 3009 NW 75th Ave, Miami Florida 33122 800-535-7804
or 305-592-5000 fax 305-591-1497
b. Pre-mixed stucco shall be purchased at one time for the entire job. It shall all be from
the same batch. Each type of material shall be purchased from one source and at one time. Ensure that all materials are from one batch for each type of material.
2.2 ACCESSORIES
a. Fasteners:
1. 1 1/4" type W screws to wood studs or
2. 1" large headed roofing nails, galvanized
3. Bonding agents shall conform to ASTM C 1059, Type II.
PART III. EXECUTION
3.1 EXAMINATION AND GENERAL PREPARATION
a Ensure that all framing is completed and that all electrical rough-in, windows,
doors, and flashing are in place before proceeding with work of this section.
b. Where stucco is to be applied to existing masonry or stucco, clean surfaces of
all dust and dirt and paint with bonding agent. Provide keying as required.
Wet surface thoroughly and apply slurry coat of neat Portland cement.
c. Ensure that all grounds are in place and that trim is of correct size to
accommodate thickness of stucco as per details on Drawings. Notify Architect
immediately if any discrepancies exist.
d. Review location of all expansion joints with Architect before proceeding with
work of this section.
3.2 INSTALLATION - GENERAL
a. Prior to starting work of this section, all of work is to be protected from
weather.
b. All materials are to be stored in areas protected from freezing and moisture.
c. Job shall be kept clean and neat during installation of stucco.
d. Protect all windows, doors, wood work, and other finished surfaces during
installation of plaster.
e. Clean any stucco from adjacent surfaces immediately if splattered with stucco.
Rinse thoroughly to remove all traces of lime.
f. During installation and after completion, all walls shall be adequately
protected from damage.
3.3 INSTALLATION- STUCCO
a. Apply portland cement plaster in accordance with the recommendations of the
Manufacturer
b. Allow to cure prior to applying finish coat. Consult manufacturer's
recommendations for curing time.
c. Finish top coat as follows to match approved sample.
3.5 JOB CLOSE OUT
a. Inspect all walls for any damage to stucco. Repair as required to match
surrounding surfaces.
b. Remove any material left on the job when stucco work is complete.
c. Clean all stucco splatters from windows, doors, equipment, walks, and all
other surfaces.
ENDO OF SECTION 09210
SECTION 09250: GYPSUM BOARD AND GYPSUM FINISHES
PART I. GENERAL
1.1 SCOPE
a. Gypsum board installation and finishing
b. Non-load bearing, metal stud framing and furring
c. Sound rated partitions
d. Single layer installation
1.4 DELIVERY, STORAGE AND HANDLING
a. Deliver gypsum board products and accessories when work is ready to be started
and all inspection are completed.
b. Store all gypsum board panels vertically on blocks off the floor.
c. Store all metal work in a clean, dry place off the ground until installation.
Protect from damage during storage.
d. Store all liquid materials in their original, unopened containers.
1.5 QUALITY ASSURANCE
a. Conform to the recommended practices of the Gypsum Association for the
installation and finishing of gypsum board systems.
PART II. PRODUCTS
2.1 METAL WALL FRAMING AND FURRING SYSTEM: NON-LOAD BEARING
a. Metal studs and track to conform to ASTM C 645.
b. Metal studs shall be of gauge appropriate for length of studs and spacing to
achieve a maximum deflection of l/360.
c. Technical information and gauge, width, and height tables may be obtained
from:
1 Unimast Incorporated 1-800-654-STUD.
2 Marino Ware; 1-800-627-4661
d. The Drawings show the widths of studs required for each partition type. The
contractor shall select the gauge of stud required to achieve the minimum
deflection.
e. Furring and backing accessories:
1 Cold rolled channels, 16 gauge, 1 1/2" wide.
f. All fasteners are to be galvanized and sized as required for the condition.
2.2 GYPSUM BOARD
a. Use only those materials that are compatible with gypsum board system as
described by the manufacturer that will not void warranties or UL listings.
b. Gypsum board shall be manufactured by:
1 National Gypsum Co.
2001 Rexford Road
Charlotte, NC 28211
Phone: (800)628-4662
Fax: (800)329-6421
Email: techservice@
Web Site:
c. Lafarge Gypsum
12950 Worldgate Drive
Herndon, VA 20170
Phone: (800)237-5505
Web Site:
d. Georgia-Pacific Corp. - Gypsum Products
133 Peachtree St.
Atlanta, GA 30303
Phone: (800)BUILD-GP
Web Site:
e. Or Approved equal
f. Gypsum board shall be of maximum lengths available and practical for the job.
Ends shall be square cut and edges tapered.
g. Thicknesses required for this project are as follows and are noted on the
Drawings
h. The following types of gypsum board are required for interior of this job:
1 Regular gypsum panels
2 Water resistant gypsum panels
2.3 ACCESSORIES
a. Fasteners, compounds, and accessories at gypboard systems:
1 Fasteners:
i. 1 1/4" Type W screws to wood.
ii. 1" Type S screws to resilient channels and steel studs.
b. Accessories and trim shall conform to ASTM C 1047.
c L-trim: 1/2" or 5/8" galvanized steel angle with no metal face.
d. Furring channels at walls and ceilings, hat channels, 25 gauge, 7/8"
deep.
e. Z furring channels at masonry walls, 25 gauge, depth as required.
f. Joint compound:
i. Setting-Type joint compound where noted or specified on the
Drawings or as required by conditions.
ii. Drying-Type joint compound.
g. Tape: manufacturer's perforated paper joint tape.
h. Topping compound: manufacturer's topping compound, ready mixed.
i. Sealants:
a Concealed and exposed sound rated sealants
PART III. EXECUTION
3.1 INSTALLATION OF METAL WALL FRAMING AND FURRING
a. Coordinate this framing with Section 06100.
b. Installation of non-load bearing steel studs and furring shall be in accordance
with ASTM C-754.
c. Framing shall be installed per Underwriters Laboratory's tested details at fire and
sound rated partitions.
d. Space furring and studs 16" on center unless otherwise noted.
e. Space resilient channels 16" on center unless otherwise noted.
f. Where ceilings are suspended and framed into walls, brace top plates of walls to
structural ceiling or roof with diagonal bracing at 24" o.c. each way as a
minimum or as otherwise detailed on the Drawings.
g. At soffits and other dropped ceilings, install fire blocking in walls at bottom of
ceiling or soffit.
h. Install metal backing at hand rails and other accessories unless otherwise noted
on the Drawings.
I. Frame and header out for access panels and all other openings in which items are
to be recessed into framing.
j. Provide solid wood blocking in metal studs at perimeter of all openings.
k. Install a bead of sealant at top and bottom track prior to installation of track at
sound rated or fire rated assemblies.
3.2 INSTALLATION OF GYPSUM BOARD - GENERAL
a. Prior to hanging gypsum board, subcontractor shall inspect framing to ensure
that all walls and ceilings are ready to receive gypsum board.
b. During taping and finishing, all spillage of compound shall be removed from the
floor as work proceeds.
c. Job shall be kept clean and neat during installation of gypsum board. All scraps
shall be removed each night.
d. During installation and after completion, all walls shall be adequately protected
from damage.
e. Sound rated partitions ceilings shall be constructed exactly per tested assembly
for STC rating specified.
3.3 INSTALLATION OF GYPSUM BOARD- SINGLE LAYER SYSTEM
a. Attach gypsum board at walls with screws at 16" o.c. maximum and to ceilings
with screws at 12" o.c. maximum.
b. Attach gypsum board to resilient channels with 1 1/4" Type S screws at 16" on
center.
c. Install gypsum board with long dimension across framing members.
d. Butt ends of boards together lightly with 1/16" gap maximum. Do not forceboards into place.
e. Stagger end joints by at least two framing members.
f. Apply metal corner bead to all outside corners.
g. Install J-beads and other accessories where noted on the Drawings or required
for a complete job.
h. Install reveal trim as per manufacturer's instructions.
I. Install access panels as required for access to mechanical and other systems.
j. After ceilings and walls have been primed for painting, check all surfaces for
imperfections in drywall finish and correct as required. Re-prime surfaces that
have been patched and refinished.
3.4 CLOSE OUT OF GYPSUM BOARD SYSTEMS
a. Clean all joint compound from floors and other surfaces.
b. At completion of the work of this section, remove all debris from site and
dispose of legally.
c. Work of this section will not be considered complete until all gypsum board
surfaces are primed by Section 09900, defects in gypsum board finishes
identified, and repairs made by this installer.
END OF SECTION 09250
SECTION 09300: CERAMIC AND STONE TILE
PART I. GENERAL
1.1 SCOPE
a. Ceramic and Travertine tiles supplied by Client
b. Ceramic and Travertine tiles installed by Contractor.
c. Installation or preparation of substrates
d. Supply and Installation of Elastomeric Backer Units
e. Waterproofing at tile installations
f. Tile to be thin-set with Latex-Portland cement
g. Installation of tub surrounds.
h. Samples
i. Shop Drawings
1.2 SUBMITTALS
a. Submit samples for review of the following:
b Tile and trim, two of each type and color for preliminary selection prior
to ordering tile.
c. Grout samples for preliminary selection of grout colors.
d. Grout samples to be provided in place for approval.
e. Shop drawings are required for paper-backed, factory assembled patterned tile.
1.3 DELIVERY, STORAGE AND HANDLING
a. Materials shall be delivered in their original, unopened packages, and protected
from exposure to the elements.
b. Store all sand in protected areas and cover with water proof sheeting.
Store all mortar, portland cement and other accessories on pallets off the ground and
cover with water proof sheeting.
c. Keep all materials dry and protect from freezing.
d. Store all liquid materials in their original, unopened containers.
e. Store all metal work in a clean, dry place off the ground until installation.
Protect from damage during storage.
1.4 QUALITY ASSURANCE
a. All tile work shall conform to the Tile Council of America, Handbook for
Ceramic Tile Installation, 1997 Edition, and standards referenced therein, for
basic workmanship and material specifications.
b. Materials shall conform to the ANSI or ASTM standards noted for each material
specified.
c. Tile installations shall conform to the following standards:
1 ANSI A 108.1B Installation of ceramic Tile on a Cured Portland
Cement Setting Bed with Dry-Set or Latex-Portland Cement Mortar.
2 ANSI A 108.5 Ceramic Tile set with Dry-Set or Latex-Portland
Cement Mortar.
3 ANSI A 108.10 Installation of Grout in Tilework.
4 ANSI A 108.11 Interior Installation of Cementitious Backer Units.
PART II. PRODUCTS
Refer to Architect’s Schedules. All tiles in this section to be supplied by Client.
2.1 SETTING MATERIALS
a. Materials for setting tile with thin set portland cement.
b. Dry-set mortar, ANSI A 118.1.
c. Latex-Portland cement mortar, ANSI A 118.4.
2.2 GROUT
a. Color to be selected by Architect.
b. Grout materials:
c. At ceramic and stone tile joints of 1/16" or less use unsanded type grout.
d. At ceramic tile and stone tile with joints over 1/16" use sanded type grout.
e. At wet areas, use moisture and mildew resistant sanded silicone sealant at
corners. Color to match grout.
2.4 ACCESSORIES
a. Liquid membrane waterproofing at floors:
1 Laticrete #9235 membrane waterproofing.
2 or Approved equal
b. Sheet waterproofing:
1 NobleSeal TS by The Noble Company.
2 or Approved equal
c. Sealants:
1 Sanded silicone sealants, Type NT, at wet areas.
2 For other sealants see S
d. Sealers:
1 Sealer's Choice by Aqua Mix, 562-946-6877
2 At ceramic and Travertine tile: 511 Impregnator by Miracle Sealants Co;
800-350-1901.
3 At stone: 511 Porous Plus by Miracle Sealants Co.; 800-350-1901.
4. Or other approved
PART III. EXECUTION
3.1 GENERAL EXAMINATION, PREPARATION, AND COORDINATION
a. Prior to installation of backer board or other substrate, ensure that all lights,
switches, niches, valves, ducts, etc., are coordinated with final tile layout and
will center on tiles or joints or as otherwise noted on Drawings.
b. Check each wall for plumbness and straightness. Straighten studs or joists as
required to achieve true flat walls.
c. Fur out walls as required to accommodate layout of tile to full or half tiles.
Insure that layout is to finish face of tile and that face of substrate accounts for
tile and setting thickness. Coordinate any furring with mechanical and electrical
trades to ensure that rough-ins will be long enough to receive finish trim for
valves, lights, grilles, etc.
d. Prior to laying any tile, coordinate all layouts with Architect including but not
limited to the following:
1 Layout walls, floors, and ceiling in each room to ensure coordination of
tile and trim.
2. If discrepancies develop between approved, on-site layout and actual layout of
tile as it is being set, contact the Architect immediately. Do not proceed until
layout has been approved or otherwise revised.
3. Keep tiles protected at all times. Apply paper or other material that will not stain
tiles and cover this with protection board. Do not leave any tile unprotected
until it has been properly grouted, cleaned and sealed.
e. Tile installation and substrate preparation shall be provided by one source.
3.2 SUB-SLAB PREPARATION, GENERAL
a. Brush clean slab thoroughly.
b. Ensure that sub-slab is true and to within 1/4" per 10 feet. Sub-slab shall be
pitched as required by Drawings.
c. Sub-slab shall have a steel troweled finish or light broom finish.
3.3 TILE FLOORS SET ON CONCRETE SLAB
a. Mud-set over a cleavage, waterproof, or sound proofing membrane.
b. Install tiles level, true and coplanar with adjacent tiles with no lippage.
c. Expansion joints, where required, shall be installed as per details on
Drawings.
d. Dry-set or latex-Portland cement thin set to sub-slab or mud bed.
e. Install waterproof membrane over substrate per manufacturer's
instructions.
f. Thin set tiles to sub-slab or cured mud bed with dry-set or latex-
Portland cement mortar.
g. Back butter damp tiles prior to setting. Soak porous tiles as per
manufacturer's instructions. Wipe all tiles of free surface water before
setting .
h. Install tiles level, true and coplanar with adjacent tiles with no lippage.
i. Expansion joints, where required, shall be installed as per details on
Drawings.
j. Tiles are to be set as per approved on-site layout.
3.4 TUB WALLS
a. Install CBU to framing at tub walls. Fur out as required to ensure that all backer
board is set over and clear of lip of tub. Backer board shall be set true and
coplanar. Tape all joints with fiberglass tape and bed with latex - Portland
cement mortar. Ensure that all corners are true and square.
b. Seal and waterproof all niches prior to setting tile. Install waterproofing exactly
as per manufacturer's printed instructions.
c. Set tiles with dry-set or latex-Portland cement mortar.
d. All inside corners shall be sealed with sanded silicone sealant to match grout
color.
e. All outside corners are to be carefully mitered where bullnose and other trim are
not available.
3.5 GROUT
a. Seal all stone tiles with sealer compatible with stone prior to grouting.
b. Grout all tiles after set tile has cured.
c. Provide inplace sample of each type of grout and each color prior to proceeding.
d. Grouting shall be done as per approved sample.
e. Cure grout as per grout manufacturer's written instructions.
3.6 JOB CLOSEOUT, CLEANING AND SEALING
a. At job closeout, inspect all grout joints and re-grout as required.
b. Clean all tiles of grouts and sealants when grouting is complete.
c. Clean ceramic tile with a mild, acid type cleaner prior to sealing.
d. Use only cleaners recommended by stone supplier.
e. Seal all tile with sealer compatible with tile and grout.
END OF SECTION 09300
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