ARCHITECTURAL SPECIFICATIONS - TABLE OF CONTENTS · 6. Door pulls: 4" D pulls, brushed aluminum finish. 7. Door rim lock: Richelieu 3465-10-180,with interchangable cylinder. B. Wall

Queens Park Arena North Washrooms Table of Contents City of New Westminster Dec. 2, 2009 David Norman Architect Inc. Page 1

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ARCHITECTURAL SPECIFICATIONS - TABLE OF CONTENTS DIVISION 01 - GENERAL REQUIREMENTS Section 01100 Summary Section 01732 Demolition DIVISION 06 - WOOD AND PLASTICS Section 06200 Interior Finish Carpentry Section 06604 Fiberglass Reinforced Panels DIVISION 07 - THERMAL AND MOISTURE PROTECTION Section 07840 Firestopping Section 07900 Joint Sealers DIVISION 08 - DOORS AND WINDOWS Section 08110 Steel Doors and Frames Section 08710 Door Hardware & Schedule DIVISION 09 - FINISHES Section 09260 Gypsum Board Assemblies Section 09300 Tile Section 09900 Painting DIVISION 10 - SPECIALTIES Section 10150 Toilet Compartments Section 10800 Toilet Accessories

END OF TABLE OF CONTENTS

Queens Park Arena North Washrooms Section 01100 City of New Westminster David Norman Architect Inc. Page 1

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SECTION 01100 – SUMMARY OF WORK

PART 1 GENERAL

1.1 SUMMARY

A. Project Identification: Queens Park Arena North Washrooms, New Westminster, BC.

B. Project Summary: 500 s.f. (approx.) interior alterations.

C. Work Included (the work shall include, but is not necessarily limited to): 1. Interior alterations, including architectural, mechanical and electrical work.

See drawings and specifications for detailed scope of work.

D. Particular Project Requirements: 1. Existing site conditions and restrictions: see the General Requirements. 2. Prior hazardous waste or asbestos work by Owner or others: none to our

knowledge. Suspected asbestos in existing quarry tile mortar; suspected lead in iron pipe connection bells and toilet sleeves. Do not disturb these items without taking appropriate precautions. Hazardous materials report is available from the City.

3. Pre-purchased and pre-ordered items: none 4. Occupancy of adjacent facilities: adjacent areas of the building will remain

occupied during the course of construction. 5. Contractor's use of new and existing facilities: see General Requirements

E. Work to be completed by the City: 1. Removal of loose equipment and materials from the areas of work. 2. Asbestos abatement, beyond the specific scope of work described in the

contract documents, if required.

F. Permits and Fees: City will apply for, obtain, and pay for Building Permit. Contractor will apply for, obtain, and pay for any additional permits, fees, required to perform the work.

G. Codes and Standards: Comply with applicable codes and regulations of authorities having jurisdiction, including the British Columbia Building Code (BCBC) 2006 and BC Fire Code. Meet requirements of Contract Documents, specified standards, codes and referenced documents.

H. Dimensions: Verify dimensions indicated on drawings with field dimensions before fabrication or ordering of materials. Do not scale drawings.

I. Existing Conditions: Notify Architect of existing conditions differing from those indicated on the drawings. Do not remove or alter structural components without prior written approval.

J. Coordination: 1. Coordinate the work of all trades. 2. Verify location of utilities and existing conditions.

K. Installation Requirements, General: 1. Inspect substrates and report unsatisfactory conditions in writing. 2. Do not proceed until unsatisfactory conditions have been corrected. 3. Take field measurements prior to fabrication where practical. Form to


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required shapes and sizes with true edges, lines and angles. Provide inserts and templates as needed for work of other trades.

4. Install materials in exact accordance with manufacturer's instructions and approved submittals.

5. Install materials in proper relation with adjacent construction and with proper appearance.

6. Restore units damaged during installation. Replace units which cannot be restored at no additional expense to the Owner.

7. Refer to additional installation requirements and tolerances specified under individual specification sections.

L. Limit of Use: Limit use of work as indicated.

M. Existing Construction: Repair damage caused by construction operations. Protect building and its occupants.

N. Definitions: 1. Provide: Furnish and install, complete with all necessary accessories, ready

for intended use. Pay for all related costs. 2. Approved: Acceptance of item submitted for approval. Not a limitation or

release for compliance with the Contract Documents or regulatory requirements. Refer to limitations of 'Approved' in General and Supplementary Conditions.

3. Match Existing: Match existing as acceptable to the Owner. 4. Surfaces requiring repainting: where a portion of a wall or ceiling requires

repainting, repaint the entire wall or ceiling to match the original colour. 5. Contractor: shall include trade contractors as defined in Standard

Construction Document CCA #17.

O. Intent: Drawings and specifications are intended to provide the basis for proper completion of the work suitable for the intended use of the Owner. Anything not expressly set forth but which is reasonable implied or necessary for proper performance of the project shall be included.

P. Writing Style: Specifications are written in the imperative mode. Except where specifically intended otherwise, the subject of all imperative statements is the Contractor. For example, 'Provide tile' means 'Contractor shall provide tile.'

PART 2 PRODUCTS - Not Applicable To This Section

PART 3 EXECUTION - Not Applicable To This Section

END OF SECTION


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SECTION 01732 - DEMOLITION

PART 1 GENERAL

1.1 SUMMARY

A. Items to be demolished (including by not limited to): 1. See Demolition Drawings 2. Drywall partitions. 3. Millwork counters. 4. Doors and frames. 5. Toilet partitions. 6. Mechanical services (see mechanical drawings). 7. Electrical services (see electrical drawings).

1.2 SUBMITTALS

A. Not applicable.

1.3 QUALITY ASSURANCE

A. Codes and Regulations: Comply with governing codes and regulations. Use only experienced workers.

1.4 PROJECT CONDITIONS

A. Occupancy: Immediate areas of work will not be occupied during selective demolition. The adjacent areas will be open to staff during the construction period.

B. Existing Conditions: the City will assume no responsibility for buildings and structures to be demolished.

PART 2 PRODUCTS

2.1 DEMOLITION APPLICATIONS

A. Selective Site Demolition: 1. Not applicable.

B. Selective Building Demolition: 1. Selective demolition of interior building components designated to be

removed. 2. Removal and legal disposal of materials, in strict accordance with all local and

regional regulations. 3. Salvage: Designated items (see below for list). 4. Hazardous Materials: suspected asbestos in existing quarry tile mortar.

Suspected lead in iron pipe connection bells and toilet sleeves. Do not disturb these items.

5. Mould abatement: not applicable. 6. Concrete cutting: see mechanical and electrical for requirements. 7. Disconnection, capping, and removal of electrical and mechanical services:

see mechanical and electrical for requirements. 8. Mechanical: mechanical services in the area of demolition work shall not be

disturbed, except where indicated in the mechanical drawings. 9. Electrical: electrical services in the area of demolition work shall not be


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disturbed, except where indicated in the electrical drawings.. Where electrical items (i.e. wiring boxes, conduit, wiring) are located in walls or ceilings indicated for removal, remove the items with minimal disturbance to adjacent work. Any disturbed shall be removed back to the source panel.

PART 3 EXECUTION

3.1 SELECTIVE DEMOLITION

A. Demolition Operations: Do not damage building elements and improvements indicated to remain. Items of salvage value, not included on schedule of salvage items to be returned to City, shall be removed from the structure. Storage or sale of items at project site is prohibited.

B. Utilities: not applicable.

C. Shoring and Bracing: not applicable.

D. Hoarding and Dust Control: Provide continuous full height 6-mil poly hoarding around any area of demolition work that may create dust or debris. Contractor will be responsible for the cleaning of any adjacent areas affected by dust or debris created by the demolition work.

E. Occupied Spaces: Do not close or obstruct streets, walks, drives or other occupied or used spaces or facilities without the written permission of the City and the authorities having jurisdiction. Do not interrupt utilities serving occupied or used facilities without the written permission of the City and authorities having jurisdiction. If necessary, provide temporary utilities.

F. Operations: Cease operations if public safety or remaining structures are endangered. Perform temporary corrective measures until operations can be continued properly.

G. Security: Provide adequate protection against accidental trespassing. Secure project after work hours.

H. Restoration: Restore finishes of patched areas. Make good any damage to items within the area of work that were not scheduled to be demolished. Make good any damage to adjacent areas that occur as a result of the demolition work.

3.2 SCHEDULE

A. Items for Protection During Demolition and Construction: 1. Any adjacent construction.

B. Items to be Salvaged for Reinstallation: 1. None.

C. Items to be Salvaged for Delivery to City: 1. None.


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3.3 SPECIAL REQUIREMENTS

A. Notify City prior to demolition or cutting in any adjacent occupied areas of the building. Submit a schedule and obtain permission to access these areas

B. Concrete Cutting or Coring: perform ground penetrating radar of concrete walls or floors. Obtain written approval from a qualified structural engineer retained by the contractor, prior to cutting and/or coring. Do not cut reinforcing steel or services without specific approval form the engineer and City. No overcutting is permitted. It is not anticipated that

END OF SECTION


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SECTION 06200 - INTERIOR FINISH CARPENTRY

PART 1 GENERAL

1.1 SUMMARY

A. Provide interior finish carpentry. 1. Millwork counters. 2. Wall rails.

1.2 SUBMITTALS

A. Product Data: Submit manufacturer's product data and installation instructions for each material and product used.

B. Shop Drawings: Submit shop drawings indicating material characteristics, details of construction, connections, and relationship with adjacent construction.

C. Samples: Submit two representative samples of each material specified indicating visual characteristics and finish. Include range samples if variation of finish is anticipated.


A. Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions.

B. Standards: Architectural Woodwork Manufacturing Association of Canada (AWMAC) 'Architectural Woodwork Quality Standards.'

C. Wood Products: Comply with the following: 1. Particleboard: ANSI A208.1, Grade M-2-Exterior Glue. 2. Medium-Density Fiberboard: ANSI A208.2, Grade MD-Exterior Glue.

PART 2 PRODUCTS

2.1 MATERIALS

A. Interior Plastic Laminate Clad Cabinets: 1. Laminate: High pressure decorative laminate, NEMA LD-3. See Finishes

Plan. 2. Grade: Premium. 3. Core: Particleboard. 4. Edge: Laminate. 5. Hinges: concealed, commercial grade, zinc plated; by Blum or Salice 6. Door pulls: 4" D pulls, brushed aluminum finish. 7. Door rim lock: Richelieu 3465-10-180,with interchangable cylinder.

B. Wall Rails: 5/8" x 6" MDF, edges eased.

C. Baseboards: 5/8" x 6" MDF, top edge bullnosed to match existing quarry tile baseboards.


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PART 3 EXECUTION

3.1 INSTALLATION

A. Provide work to sizes, shapes, and profiles indicated. Install work to comply with quality standards referenced. Back prime work and install plumb, level and straight with tight joints; scribe work to fit.

B. Quality Standard: Install woodwork to comply with AWMAC premium standard for the same grade specified for type of woodwork involved.

C. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction. Use non-corrosive fasteners in wet interior areas. Coordinate with work of other sections.

D. Comply with manufacturer's requirements for cutting, handling, fastening and working treated materials.

E. Wall rails to have edges eased, corners mitred, countersunk screw fasteners with holes filled, paint finish.

F. Repair minor damage, clean and protect.

END OF SECTION


06604-1

SECTION 06604 – FIBERGLASS REINFORCED PANELS

PART 1 GENERAL

1.1 SUMMARY

A. Provide Fiberglass Reinforced Panels (FRP) for new urinal wall.

1.2 SUBMITTALS


B. Samples: Submit two representative samples of each material specified indicating visual characteristics and finish.


A. Comply with governing codes and regulations. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions.

B. Performance: Fire performance meeting requirements of building code and local authorities.

PART 2 PRODUCTS

2.1 MATERIALS

A. Fiberglass Reinforced Panels (FRP): 1. Material: FRP 0.090" Textured Wall Panels, colour White, by Polyzone or

approved equivalent. 2. Trim: Matching top cap trim. 3. Adhesive: as recommended by manufacturer.

B. Sealant: 1. Standard: CAN/CGSB 19.17 2. Materials: Sanitary 1700 sealant by GE Silicones. 3. Colour: White (to match FRP panels).

PART 3 EXECUTION

3.1 INSTALLATION

A. Install panel over drywall over existing drywall and behind urinals. Provide top cap. Caulk sides and bottom with sanitary silicone sealant.

B. Install in accordance with manufacturer's instructions. Apply adhesive and install with tight joints. No seams permitted other than corner joints. Cover top of panels with trim caps. Corner joints and bottom joints shall be caulked continuously with sealant.

C. Remove excess adhesive immediately; clean walls and protect surfaces.

END OF SECTION


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SECTION 07840 - FIRESTOPPING

PART 1 GENERAL

1.1 SUMMARY

A. Provide firestopping at penetrations in fire separations.

B. Provide firestopping at all floor assembly penetrations, and demising walls, to maintain a 1 hour. fire resistance rating.

1.2 SUBMITTALS


B. Submit product data and ULC or UL test reports for approval prior to installation.


A. Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions.

B. Fire Performance Standards: CAN4-S115, UL 2079, ASTM E814, and local regulations.

PART 2 PRODUCTS

2.1 MATERIALS

A. Firestopping Systems: 1. Manufacturers: 3M. Hilti, or Tremco. 2. Applications as Applicable to Assembly: Through-penetrations, fire-resistive

joints, perimeter fire containment, smoke seals. 3. Products: purpose made and tested for specific application. 4. Types as Applicable to Assembly: Endothermic and intumescent sealants,

pillows, putty and wrap strips.

PART 3 EXECUTION

3.1 INSTALLATION

A. Review extent of work with authorities having jurisdiction and obtain approval of installation thicknesses and methods.

B. Sequence work to avoid need for removal of firestopping by work of other trades.

C. Comply with manufacturers' instructions and recommendations. Securely anchor insulation with safing clips. Install firestopping without gaps or voids.

D. Protect, inspect and repair work until final acceptance.

END OF SECTION


07900-1

SECTION 07900 - JOINT SEALERS

PART 1 GENERAL

1.1 SUMMARY

A. Provide joint sealers and fillers.

1.2 SUBMITTALS



A. Comply with governing codes and regulations. Comply with recommendations of the relevant provincial or national trade association. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions.

PART 2 PRODUCTS

2.1 MATERIALS

A. Interior Joints, Limited Movement, Acrylic Latex: 1. Standard: CAN/CGSB 19.17 2. Materials: Tremflex 834 sealant by Tremco. 3. Colour: white

B. Interior Joints, Sanitary Silicone: 1. Standard: CAN/CGSB 19.17 2. Materials: Sanitary 1700 sealant by GE Silicones. 3. Colour: white

C. Interior Joints, Acoustical: 1. Standard: CAN/CGSB 19.17 2. Materials: Acoustical sealant by Tremco.

PART 3 EXECUTION

3.1 INSTALLATION

A. Examine substrate; report unsatisfactory conditions in writing. Beginning work means acceptance of substrates.

B. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate with work of other sections. Clean and prime joints, and install bond breakers, backer rods and sealant as recommended by manufacturers.

C. Provide sealants in colors as selected from manufacturer's standards.

D. Depth shall equal width up to 1/2 inch wide; minimum depth and width of 1/4 inch, maximum width of ½” inch, or as recommended by sealant manufacturer.

E. Caulk all junctions of dissimilar materials.


07900-2

F. Apply double row of acoustical sealant, or foam gasket, between steel stud track and floor slab.

G. Apply sealant between all plumbing fixtures and adjacent materials.

H. Seal all polyethylene vapour barrier joints and laps with acoustical sealant.

I. Cure and protect sealants as directed by manufacturers. Replace or restore damaged sealants. Clean adjacent surfaces to remove spillage.

END OF SECTION


08110-1

SECTION 08110 - STEEL DOORS AND FRAMES

PART 1 GENERAL

1.1 SUMMARY

A. Provide steel doors and frames.

1.2 SUBMITTALS




A. Comply with governing codes and regulations. Provide products of acceptable manufacturers, in compliance with the recommendations of the Canadian Steel Door Manufacturers Association (CSDMA). Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions.

B. Standards: ANSI/SDI-100, Recommended Specifications for Standard Steel Doors and Frames.

PART 2 PRODUCTS

2.1 MATERIALS

A. Interior Steel Frames: 1. Material: Minimum 16 gauge steel sheet. 2. Corners: Mitered. 3. Type 1: Welded. 4. Type 2: Expandable. 5. Finish: Factory primed and field painted. 6. Anchors: metal stud anchors, minimum 6 per frame.

B. Interior Steel Doors: 1. Material: Minimum 18 gauge steel sheet. 2. Thickness: 1-3/4 inches. 3. Type: honeycomb core, tackwelded seams. 4. Finish: Factory primed and field painted. 5. Accessories:

a. Silencers.

PART 3 EXECUTION

3.1 INSTALLATION

A. Fabricate work to be rigid, neat and free from seams, defects, dents, warp, buckle, and exposed fasteners. Install doors and frames in compliance with SDI-100, NFPA 80, and requirements of authorities having jurisdiction.

B. DOOR, FRAME & HARDWARE SCHEDULE: see Section 08710.


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C. Hardware: Prepare doors and frames to receive hardware on final schedule. Provide for 3 silencers on single doorframes.

D. Shop Finish: Clean, treat and prime paint all work with rust-inhibiting primer comparable with finish paint specified in Division 9 section. Provide asphalt emulsion sound deadening coating on concealed frame interiors.

E. Touch-up damaged coatings ready to receive finish painting.

END OF SECTION


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SECTION 08710 - DOOR HARDWARE & SCHEDULE

PART 1 GENERAL

1.1 SUMMARY

A. Provide door hardware.

1.2 SUBMITTALS


B. Submit for approval hardware schedule proposed for use based on City's requirements.



B. Materials and Application: ANSI A156 series standards.

PART 2 PRODUCTS

2.1 DOOR, FRAME & HARDWARE SCHEDULE

A. Hardware Schedule Door #01 (Vestibule swing to Foyer) 1 ea. HM Door 3ʼ-0” x 7ʼ-0” x 1 3/4", 18 gauge – honeycomb core, tackweld seams. 1 ea. PS frame 4 3/4” jamb - 16 gauge, fully welded, to suit existing wall. 3 ea. hinges CB1900 4 1/2 x 4 626 1 ea. deadlock B663P 626 1 ea. pull 2012-2 – 1” diam. C32D 1 ea. push plate K11A – 5” x 20”. C32D 1 ea. kickplate K10B – 12” x width to suit C32D 1 ea. stop wall/floor to suit C32D 1 ea. Closer 4011 EDA. 689 Door #02 (Vestibule swing to Janitor) 1 ea. HM Door 3ʼ-0” x 7ʼ-0” x 1 3/4", 18 gauge – honeycomb core, tackweld seams. 1 ea. PS frame 4 3/4” jamb - 16 gauge, fully welded, c/w strap anchors. 3 ea. hinges CB1900 4 1/2 x 4 626 1 ea. lockset D80PD – ORB 626 1 ea. stop wall/floor to suit C32D Door #03 (Vestibule swing to Womenʼs) 1 ea. HM Door 3ʼ-0” x 7ʼ-0” x 1 3/4", 18 gauge – honeycomb core, tackweld seams. 1 ea. PS frame 4 3/4” jamb - 16 gauge, fully welded, to suit existing wall. 3 ea. hinges CB1900 4 1/2 x 4 626 1 ea. pull 2012-2 – 1” diam. C32D


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1 ea. push plate K11A – 5” x 20”. C32D 1 ea. kickplate K10B – 12” x width to suit C32D 1 ea. stop wall/floor to suit C32D 1 ea. Closer 4011 EDA. 689 Door #04 (Womenʼs swing to Menʼs) 1 ea. HM Door 3ʼ-0” x 7ʼ-0” x 1 3/4", 18 gauge – honeycomb core, tackweld seams. 1 ea. PS frame 4 3/4” jamb - 16 gauge, fully welded, c/w strap anchors. 3 ea. hinges CB1900 4 1/2 x 4 626 1 ea. deadlock B252PD 626 2 ea. finger pull C32D 1 ea. stop wall/floor to suit C32D Door #05 (Menʼs swing to Foyer) 1 ea. HM Door 3ʼ-0” x 7ʼ-0” x 1 3/4", 18 gauge – honeycomb core, tackweld seams. 1 ea. PS frame 4 3/4” jamb - 16 gauge, fully welded, to suit existing wall. 3 ea. hinges CB1900 4 1/2 x 4 626 1 ea. deadlock B663P 626 1 ea. pull 2012-2 – 1” diam. C32D 1 ea. push plate K11A – 5” x 20”. C32D 1 ea. kickplate K10B – 12” x width to suit C32D 1 ea. stop wall/floor to suit C32D 1 ea. Closer 4011 EDA. 689

B. Manufacturer: new hareware specified by Schlage Lock Company, or approved equivalent.

C. Keying: Contractor shall engage the City's locksmith to key all locks to building master as directed by the City.

PART 3 EXECUTION

3.1 INSTALLATION

A. Set aside and protect demolished existing doors, frames and hardware that are to be re-installed into the new work.

B. Follow guidelines of AWMAC and DHI 'Recommended Locations for Builder's Hardware and hardware manufacturers' instructions.

C. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate with work of other sections.

D. Adjust operation, clean and protect.

END OF SECTION


09260-1

SECTION 09260 - GYPSUM BOARD ASSEMBLIES

PART 1 GENERAL

1.1 SUBMITTALS

A. Product Data: when requested, submit manufacturer's product data and installation instructions for each material and product used.



B. Performance: Fire, structural, and seismic performance meeting requirements of building code and local authorities.

1.3 REFERENCES

A. ASTM C1280, ASTM C840

B. Applicable standards of the Association of Wall and Ceiling Contractors of British Columbia (AWCC).

PART 2 PRODUCTS

2.1 MATERIALS

A. Gypsum Board: 1. Application: Interior walls, partitions, and ceilings with tape and joint

compound finish. 2. Application: Steel framing systems to receive gypsum board. 3. Material Standard: ASTM C36. 4. Type: Board for tape and joint compound finish.

a. Types: Regular, abuse resistant, moisture resistant, and tile backer (Denshield).

b. Typical Thicknesses: 1/2 inch, and 5/8" 5. Gypsum Board Schedule:

a. 5/8" regular: all typical partitions above 48" high. b. 5/8" abuse resistant: all typical partitions from floor to 48" high. c. 1/2" tile backer (Denshield): urinal wall.

6. Joint Treatment: ASTM C474 and ASTM C840, 3-coat system, paper, or fiberglass tape tile backer.

7. Auxiliary Materials: a. Cornerbead, edge trim and control joints. b. Gypsum board screws, ASTM C 1002. c. Gypsum board nails, ASTM C 514. d. Fastening adhesive – asbestos free. e. Mineral fiber insulation blankets, 3 ½" thick, by Roxul, Fiberglass

Canada, or approved equivalent. f. Vapour Barrier - polyethylene film, 6 mils, to CAN/CGSB-51.34-M86. g. Access panels, 6" x 6" opening, hinged metal door, shop primed,

purpose made (only if required to access concealed services)


09260-2

B. Steel Framing for Walls and Partitions: 1. Material Standard: ASTM C645. 2. Stud Thickness: 20 gauge (.0179 inch). 3. Stud Depth, Typical: 3-5/8 inches.

C. Steel Framing for Suspended and Furred Ceilings: 1. Material Standard: ASTM C645. 2. Attachment: Standard. 3. Stud Thickness: 25 gauge (.0179 inch). 4. Accessories: Furring channels, hangers and inserts.

PART 3 EXECUTION

3.1 INSTALLATION

A. Steel Framing: Install steel framing in compliance with ASTM C 754. Install with tolerances necessary to produce substrate for gypsum board assemblies with tolerances specified. Include blocking for items such as railings, casework, window treatment and similar items.

B. Tape and Joint Compound: Install gypsum board for tape and 3-coat joint compound finish in compliance with ASTM C 840 and GA 216, Level 5 finish. Install gypsum board assemblies true, plumb, level and in proper relation to adjacent surfaces. Existing plaster and drywall walls within the area of work shall be repaired, cracks filled and taped, and fully plaster skimmed for Level 5 appearance.

C. Provide fire-rated systems where indicated and where required by authorities having jurisdiction (not applicable)

D. Do not allow butt-to-butt joints and joints that do not fall over framing members.

E. Where new partitions meet existing construction, remove existing cornerbeads to provide a smooth transition.

F. Provide insulation full height and thickness in partitions at all demising partitions, and where otherwise indicated.

G. Repair surface defects. Leave ready for finish painting or wall treatment.

H. Brace all partitions that do not continue from floor to underside of structure to comply with BCBC 2006 seismic restraint requirements.

I. Schedule for use of power actuated fasteners to be approved by City prior to installation. These fasteners shall be installed outside of regular office hours if so requested by the City at no additonal cost.

END OF SECTION


09300-1

SECTION 09300 – CERAMIC TILE

PART 1 GENERAL

1.1 SUMMARY

A. Quarry tile grout repairs.

1.2 SUBMITTALS

A. Product Data: if requested submit manufacturer's product data and installation instructions for each material and product used.

B. Samples: Submit two representative samples of each material specified indicating visual characteristics and finish. Include range samples if variation of finish is anticipated. 1. Include manufacturers full range of color and finish options if additional

selection is required.



B. Applicable standards of the Terrazo, Tile and Marble Association of Canada (TTMAC).

PART 2 PRODUCTS

2.1 MATERIALS

A. Setting Materials: 1. Grout: : "Keracolor M" by Mapei Canada Inc. or "Laticrete Grout with Grout

Admixture" by Laticrete International. Colour: ”natural grey”. 2. Grout & tile sealer: approved clear acrylic sealer.

PART 3 EXECUTION

3.1 INSTALLATION

A. For scope of quarry tile floor repairs see Drwg. A3. Remove and replace damaged grout to match existing, for a consistant appearance throughout hte area of work. Do not remove existing quarry tiles as the mortar is suspected ofbeing asbestos containing.

B. Comply with Terrazo, Tile and Marble Association of Canada standards for grout installation. Comply with manufacturer's instructions and recommendations.

C. Grout and cure, clean and protect.

D. Thoroughly clean all existing tile. Apply 2 coats of sealer to all existing tile and grout.

END OF SECTION


09910-1

SECTION 09900 - PAINTING

PART 1 GENERAL

1.1 WORK INCLUDED

A. See Drwg. A3 – FINISHES PLAN.

B. All labour, materials, tools and other equipment, services and supervision required to complete all interior painting and decorating as indicated on the drawings and as specified herein.

C. Surface preparation, where required to complete the repainting, is included in the scope of work.

1.2 SUBMITTALS

A. Samples: Submit two 8 ½” x 11” drawdown representative samples of each paint product specified indicating selected colour, gloss and texture.

B. Submit 2 sets of Material Data Safety Sheets (MSDS) prior to commencement of the work for review and posting at the job site as required.

C. Extra Stock: Submit extra stoc, minimum 1 gallon of each paint type and colour, in unopened cans, properly labelled.

1.3 REFERENCE STANDARD

A. Architectural Painting Specification Manual of the Master Painters and Decorators Association (MPDA), referenced as MPI Manual.

B. Existing Surfaces: Maintenance Repainting Manual (MRM) of Master Painters and Decorators Association (MPDA).


A. Comply with Architectural Painting Specification Manuals of the Master Painters and Decorators Association (MPDA), referenced as MPI and MRM Manuals. Use experienced tradesmen. Deliver, handle, and store materials in accordance with manufacturer's instructions.

PART 2 PRODUCTS

2.1 MATERIALS 1. Acceptable Products: all materials shall be in accordance with MPI Painting

Specification Manual “Approved Product” listing. 2. Use paint materials of single manufacturer for each paint system. 3. All material shall have low VOC content where possible.


09910-2

PART 3 EXECUTION

3.1 PREPARATION OF SURFACES 1. Prepare surfaces to receive paint as per Chapter 2 - Section 3 and Chapter 3-

Section 3 of the MPI Manual, or Maintenance Repainting Manual (MRM).

3.2 PAINT SYSTEMS 1. System references listed are based on interior Systems Chapter 3 – Section 2

of MPI Manual, and are MPI Premium Grade, unless noted otherwise. 2. Use systems referenced for interior finishes listed.

3.3 EXTERIOR SYSTEMS – not applicable

3.4 INTERIOR SYSTEMS – NEW SURFACES (refer to Drwg. A3)

A. Drywall: 1. INT 9.2A Latex, gloss level 5 (semi-gloss).

B. Wood Trim: 1. INT 6.3A High Performance Architectural Latex, gloss level 5 (semi-gloss).

C. Metal Doors & Frames; metal sump cover: 1. INT 5.3M High Performance Architectural Latex, gloss level 5 (semi-gloss).

3.5 INTERIOR SYSTEMS – EXISTING SURFACES (refer to Drwg. A3)

A. Drywall & Plaster: 1. INT 9.2A Latex, gloss level 5 (semi-gloss); ceilings gloss level 3 (eggshell).

B. Concrete Floors: 1. INT 3.2C epoxy, gloss level 5 (semi-gloss).

C. Metal Sump Cover: 1. INT 5.1L epoxy, gloss level 5 (semi-gloss).

3.6 EXISTING FINISHES

A. Repainting: Use appropriate Maintenance Repainting Manual system for preparing existing finishes. Determine type of existing paint finish prior to repainting. Remove all loose existing paint and patch substrate as required.

B. Touch-up: Use finish coats of respective new surface paint system for minor repair of existing finishes. Use system primer where existing finishes are damaged down to bare surface.

C. Wall mounted items: carry paint finishes through behind wall mounted items.

END OF SECTION


10150-1

SECTION 10150 – TOILET COMPARTMENTS

PART 1 GENERAL

1.1 SUMMARY

A. Provide toilet partitions and urinal screens.

1.2 SUBMITTALS



C. Samples: Submit two representative samples of each material specified indicating visual characteristics and finish. Include range samples if variation of finish is anticipated.


A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions.

PART 2 PRODUCTS

2.1 MATERIALS

A. Toilet Compartments: 1. Acceptable Manufacturers: Bobrick. 2. Model: 1092 Siera Line 3. Style 1: Standard privacy style. 4. Style 2" Urinal privacy style 5. Construction: Overhead braced metal, reinforced composite. 6. Finish: integral finish, colour SC04 "Forest Green". 7. Anchoring: Floor-anchored. 8. Hardware: 1092 heavy duty hardware, continuous hinges, full length mounting

brackets . 9. Accessories: 1 coat hook per door.

PART 3 EXECUTION

3.1 INSTALLATION

A. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate with work of other sections.

B. Limit openings between panels, doors and pilasters to less than 1/2".

C. Adjust hardware, clean, and protect work.

END OF SECTION


10800-1

SECTION 10800 - TOILET ACCESSORIES

PART 1 GENERAL

1.1 SUBMITTALS

A. Product Data: When requested, submit manufacturer's product data and installation instructions for each material and product used.




PART 2 PRODUCTS

2.1 MATERIALS

A. Toilet and Bath Accessories (by Frost, or equal by Bobrick): 1. Paper Towel Dispenser: suppy and installation by City (2 total). 2. Trash Receptacle: suppy and installation by City (2 total) 3. Toilet Tissue Dispensers: suppy and installation by City (4 total). 4. Soap Dispensers: suppy and installation by City (4 total). 5. Toilet Grab Bar: #1001- 120º Vancouver style (2 total). 6. Mirrors: #941-1830 (6 total). 7. Baby Change Table (Women’s): countertop recessed, by Koala. 8. Baby Change Table (Men’s): horizontal fold-up by Koala.

B. Misc. Accessories 1. Corner guards: 1 1/4" x 1 1/4" x 40" high 18 ga. stainless steel corner guards,

C32Dfinish, GSH-J82 by Gallery Hardware or approved equivalent (8 total). Secure with construction adhesive.

PART 3 EXECUTION

3.1 INSTALLATION

A. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate with work of other sections.

B. Restore damaged finishes and test for proper operation. Clean and protect work from damage.

END OF SECTION