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, ColeBay

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 otherwiserequired to give an effective working installation to the satisfaction of the Client, Architect or EmployersAgent.

The words 'complete installation' in the above clause shall mean not only the majoritems of the plant and equipment conveyed by the Specification, but all the incidentalsundry components necessary for the complete execution of the works and for theproper operation of the installation with their labor charges, whether or not thesesundry components are mentioned in detail in the specification.

Manufacturers’ names are given in the specification to indicate the standardof materials required and the Contractor shall include in his tender price for the plantand equipment detailed.The Contractor may offer for consideration alternative manufacturers of equalstandard if he so wishes which must be submitted on the appropriate scheduletogether with the cost implication on the tender value if this alternative were to beaccepted by the Client, Architect or Engineer.

All information in this document is for guidance and indicates a minimumrequirement only. The contractor shall satisfy themselves that the scope of worksdescribed in this document is adequate and the following information does notrelieve the contractor of his responsibility to provide a fully functioning system tomeet 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 andthe availability of access thereto. If any particulars required cannot be obtained from thisexamination together with the Conditions of Contract and Specification, applicationfor the information shall be made to the Architect. The Contractor shall have noclaim 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 ANDto 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

1.1SCOPE

A. Ornamental metal elements

B. Ornamental metal rails

C. Ornamental metal parts assembled into millwork.

1.2SYSTEM 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

PART 1 - GENERAL

1.1SUMMARY

This Section includes the following:
Structural Roof Framing.
Built-up Structural Beams & Columns.
Floor, Wall & Roof Sheathing.
Preservative treatment of wood.
Fire retardant treatment of wood.
Miscellaneous framing & sheathing.
Wood nailers and curbs for roofing and items installed on roof.
concealed wood blocking for support of toilet and bath accessories, wall cabinets and wood trim.

1.2SUBMITTALS

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.

1.3QUALITY ASSURANCE

a. Lumber: DOCPS20 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.

PART 2 - PRODUCTS

2.1 GENERAL REQUIREMENTS

Lumber fabricated from old growth timber is not permitted.

b.Factory mark each piece of lumber with grade stamp of grading agency.

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.
Provide dressed lumber, S4S, unless otherwise indicated.
Dimension ALL lumber framing: Sizes, as indicated on drawings
Moisture Content: S-dry or MC19
Joist, Rafter and small beam framing to drawing details

2.2WOOD-PRESERVATIVE-TREATED MATERIALS

Preservative Treatment by Pressure Process: AWPAC2, except that lumber that is not in contact with the ground and is continuously protected from liquid water may be treated according to AWPAC31 with inorganic boron (SBX).
Preservative Chemicals: Acceptable to authorities having jurisdiction and containing no arsenic or chromium.
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.
Mark lumber with treatment quality mark of an inspection agency approved by the ALSC Board of Review.
Application: Treat all miscellaneous carpentry, unless otherwise indicated.] [items indicated on Drawings, and the following:
Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar members in connection with roofing, flashing, vapor barriers, and waterproofing.
Wood sills, sleepers, blocking, furring, stripping, and similar concealed members in contact with masonry or concrete.
Wood framing and furring attached directly to the interior of below-grade exterior masonry or concrete walls.
Wood framing members that are less than 460 mm above the ground in crawl spaces or unexcavated areas.
Wood floor plates that are installed over concrete slabs-on-grade.

2.3FIRE-RETARDANT-TREATED MATERIALS

General: Comply with performance requirements in AWPAC20 and AWPAC27 (plywood)].
Use Exterior type for exterior locations and where indicated.
Use Interior TypeA, High Temperature (HT) for enclosed roof framing, framing in attic spaces, and where indicated.
Use Interior TypeA, unless otherwise indicated.
Identify fire-retardant-treated wood with appropriate classification marking of testing and inspecting agency acceptable to authorities having jurisdiction.
Application: Treat [all miscellaneous carpentry, unless otherwise indicated.] [items indicated on Drawings, and the following:]
Framing for raised platforms.
Concealed blocking.
Roof construction.
Plywood backing panels.

2.4MISCELLANEOUS LUMBER

General: Provide miscellaneous lumber indicated and lumber for support or attachment of other construction, including the following:
Blocking.
Nailers.
Rooftop equipment bases and support curbs.
Cants.
Furring.
Grounds.
Utility shelving.

PART 3 - EXECUTION

3.1INSTALLATION, GENERAL

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.
Framing Standard: Comply with AF&PA's "Details for Conventional Wood Frame Construction," unless otherwise indicated.
Do not splice structural members between supports, unless otherwise indicated.
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

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.
Match color and grain pattern across joints.
Install trim after gypsum board joint-finishing operations are completed.
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.

3.2PROTECTION

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

PARTI. 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

1.2SUBMITTALS

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.

2.5ADHESIVE

a.Adhesive: Type recommended by laminate manufacturer to suit application.

2.6FASTENERS

a.Fasteners: Of size and type to suit application

b.Concealed Joint Fasteners: Threaded steel.

2.7ACCESSORIES

a.Primer: Alkyd primer sealer type.

b.Wood Filler: Solvent base, tinted to match surface finish color.

2.8WOOD 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.

2.9FABRICATION

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

3.1INSTALLATION

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 tosurface.

bSpecial nailing patterns shall be as noted on the Drawings or as perapproved 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

3.2SITE 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.

3.3PREPARATION 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.

3.4ERECTION TOLERANCES

a.Maximum Variation from True Position: 1/16 inch (1.5mm)

3.5SCHEDULE

a. Exterior:

(1) Enclosing soffit spaces – as detailed

(2) Soffits and fascias – prepare for paint finish

Interior

(1)Door, Glazed Light, and Pocket door frames: White Birch; prepare for paint finish

END OF SECTION 06200

SECTION 06410: CUSTOM CABINETRY

PARTI. GENERAL

1.1All materials in this section to be supplied by Client. Refer to manufacturer’s specifications for installations

1.2 SUBMITTALS

See section – Administrative requirements for submittal procedures
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.

3.2INSTALLATION

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:

1Exposed decking nails

2Decking screws

3Concealed nailing clips and galvanized nails.

4.Nailing shall be concealed wherever possible.

c.Trim shall be installed with the longest possible lengths:

1Stagger splice joints in long runs where trim is built up of multiple