SPECIFICATIONS INDEX DIVISION NO. / SECTION NO. PAGES ... · 1.10 PROJECT CONDITIONS 1. Maintain...

QUESNEL MUSEUM RENOVATION SECTION 00 10 00 TABLE OF CONTENTS PAGE 1 OF 2

URBAN ARTS ARCHITECTURE IFT: 3 June 2020

SPECIFICATIONS INDEX

DIVISION NO. / SECTION NO. PAGES

DIVISION 02 – EXISTING CONDITIONS 02 41 19 DEMOLITION 6

DIVISION 03 – CONCRETE 03 35 00 CONCRETE FINISHING 6

DIVISION 05 – METALS 05 50 10 METAL FABRICATIONS 5

DIVISION 06 – WOOD, PLASTIC AND COMPOSITES 06 10 00 ROUGH CARPENTRY 5 06 20 00 FINISH CARPENTRY 6 06 40 00 ARCHITECTURAL MILLWORK 7

DIVISION 07 – THERMAL AND MOISTURE PROTECTION 07 21 00 THERMAL INSULATION 6 07 27 00 AIR BARRIER MEMBRANE + MEMBRANE FLASHING 5 07 42 13 PREFORMED METAL PANEL 3 07 52 16 SBS MODIFIED BITUMINOUS MEMBRANE ROOFING 8 07 62 00 SHEET METAL FLASHING + TRIM 4 07 84 00 FIRESTOP SYSTEMS 4 07 92 00 JOINT SEALING 4

DIVISION 08 – OPENINGS 08 11 13 METAL DOORS + FRAMES 5 08 14 00 WOOD DOORS 5 08 33 36 FOLDING SECURITY GRILLE 4 08 41 00 ALUMINUM FRAMED STOREFRONT 5 08 50 00 GLASS AND GLAZING 6 08 71 00 HARDWARE 7

DIVISION 09 – FINISHES 09 21 16 GYPSUM BOARD ASSEMBLIES 4 09 51 13 ACOUSTIC PANEL CEILINGS 5 09 65 00 RESILIENT FLOORING 6 09 91 10 PAINTING 6

DIVISION 10 – SPECIALTIES 10 40 00 SIGNAGE 3 10 99 00 MISCELLANIOUS SPECIALTIES 3

QUESNEL MUSEUM RENOVATION SECTION 00 10 00 TABLE OF CONTENTS PAGE 2 OF 2


DIVISION 23 – MECHANICAL - REFER TO DRAWINGS

DIVISION 26 – ELECTRICAL - REFER TO DRAWINGS

DRAWINGS INDEX – REFER TO DRAWING A.001

END OF SECTION

QUESNEL MUSEUM RENOVATION SECTION 02 41 00 DEMOLITION PAGE 1 OF 6


PART 1 - GENERAL

1.1 SECTION INCLUDES

1. Demolish and remove selected portions of building or structure including, but not limited to interior partition walls and finishes, mechanical and electrical equipment and fittings as indicated.

2. Removal, identification, and storage of salvaged materials as indicated.

3. Removal of paving, landscaping, retaining walls, signage and other items as indicated.

4. All materials to be removed become the property of the Contractor.

5. Follow repair procedures for selective demolition operations.

6. Refer to Drawings for extent of Demolition.

1.2 RELATED SECTIONS

1. 01 74 19 Waste Management and Disposal

1.3 REFERENCES

1. Municipal Building By-laws.

2. City of Quesnel Noise Control Bylaw No. 1093.

3. WorkSafe BC Regulations.

4. Environmental Management Act and Hazardous Waste Regulation.

5. British Columbia Building Code.

6. CAN/CSA S269.2-M87 (R2003) Access Scaffolding for Construction Purposes.

7. CSA S350-M1980 (R2003) - Code of Practice for Safety in Demolition of Structures.

1.4 SUBMITTALS

1. Deconstruction Plan, including Pre-Demolition Audit.

1.5 COORDINATION AND COOPERATION

1. Take common and reasonable precautions to avoid damage and to minimize interruption to adjacent property and services. Bear costs associated with making good any damage and providing temporary service or protection.

2. Cooperate and coordinate with the work of other related trades on which the work of this section depends, in order that the work may proceed in an orderly and timely basis in accordance with the schedule and to avoid duplication of costs and work.

1.6 QUALITY ASSURANCE

1. Codes and Regulations: Perform demolition work according to requirements of B.C. Building Code, and Workers' Compensation Board of B.C. Accident Prevention Regulations.



2. Qualifications of Salvage or Demolition Firm: Company experienced and specializing in performing the Work of this Section, with documented experience in similar types of deconstruction work.

3. Qualifications of Workers: Provide a supervisor to be present at all times during the deconstruction work, who is thoroughly familiar with the work required, and to direct all work. Provide one (1) person on site responsible for maintaining safety barriers and protection of the workers and the public.

4. Licensed facilities: Only brokerage, storage, transfer and disposal facilities licensed by municipal or district jurisdictions to be used for recycling and disposal of waste materials generated during demolition.

1.7 ASBESTOS + HAZARDOUS MATERIALS

1. If asbestos or other materials believed to be hazardous are encountered, stop work immediately and notify the Project Manager so arrangements can be made for its removal.

1.8 EXISTING CONDITIONS

1. Take over structures to be demolished based on their condition on tender date that is accepted.

2. Accept the site as it exists and be responsible for all deconstruction work as required.

3. Visit the site at own expense prior to the submission of tenders and take whatever time is required to ascertain existing site conditions and surrounding features related to the proposed deconstruction, and ensure that conditions are suitable for execution of the work.

4. Where non-visible (ie. concealed by other materials) conditions upon exposure, are revealed to be other than those indicated in the Contract Documents, the Contractor shall immediately inform the Consultant, should such variance of conditions result in a contemplated change to the cost of the work. Should an alternate method of deconstruction or change of materials be appropriate, the Consultant shall immediately give his decision before the Work proceeds.

5. If during the course of deconstruction Work, the Contractor observes or suspects the existence of hazardous materials in areas of the structure or components of the buildings not previously noted, the Contractor shall immediately stop Work in the immediate area and notify the Project Manager.

6. Prior to start of work arrange for a site visit together with Owner, to examine existing site conditions adjacent to deconstruction and new construction work. The Contractor shall be responsible for taking pictures of any existing damage and record same in writing to avoid any disputes at a later date.

1.9 DECONSTRUCTION PLANNING

1. Pre-Demolition Audit

.1 Provide Owner with an inventory of materials to be salvaged, recycled or disposed of. Materials shall be quantified by metric weight or volume.



.2 The primary objective of a pre-demolition audit is to determine the quantities of reusable and recyclable building materials and quantities of materials to be disposed of.

2. Contractor to provide owner with a Deconstruction Plan including:

.1 Pre-demolition audit, complete with quantities of materials (in metric weight or volume) to be salvaged for reuse, recycled and/or sent for disposal.

.2 Destination of materials listed above.

.3 Deconstruction schedule, including methodology and sequencing.

.4 Indicate interruption of utility services.

.5 Indicate coordination for shutoff, capping, and continuation of utility services.

.6 Location, security and protection of storage areas (if materials are to be stored on site).

.7 Details on materials handling and removal procedures on project sites with space constraints.

3. Pre-demolition Conference: Conduct conference at Project site to comply with requirements in Division 1. Review methods and procedures related to selective demolition including, but not limited to:

.1 Inspect and discuss condition of construction to be selectively demolished.

.2 Review structural load limitations of existing structure.

.3 Review and finalize selective demolition schedule and verify availability of materials, demolition personnel, equipment, and facilities needed to make progress and avoid delays.

.4 Review requirements of work performed by other trades that rely on substrates exposed by selective demolition operations.

1.10 PROJECT CONDITIONS

1. Maintain access to existing corridors and emergency exits.

2. Owner assumes no responsibility for condition of areas to be selectively demolished.

3. Storage or sale of removed items or materials on-site will not be permitted.

4. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations.

5. Maintain fire-protection facilities in service during selective demolition operations.

.1 Materials Ownership: Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise indicated to remain Owner's property, demolished materials shall become Contractor's property and shall be removed from Project.



PART 2 - PRODUCTS

2.1 MATERIALS

1. All materials resulting from the demolition shall become the property of the Contractor and shall be removed from the site and disposed of in a legal manner, except items noted in salvage schedule.

2. Remove for salvage, as indicated on drawings, selected site and building elements including but not limited to:

.1 Doors and windows

.2 Concrete curbs and planters

.3 Signage

2.2 REPAIR MATERIALS

1. Use repair materials identical to existing materials.

2. If identical materials are unavailable or cannot be used for exposed surfaces, use materials that visually match existing adjacent surfaces to the fullest extent possible.

3. Use materials whose installed performance equals or surpasses that of existing materials.

4. Comply with material and installation requirements specified in individual Specification Sections.

PART 3 - EXECUTION

3.1 EXAMINATION

1. Examine the work as it relates to existing features and services to be removed, capped and sealed-off.

2. Inspect existing conditions, including elements subject to damage or movement during cutting and patching.

3. Examine the area and surfaces adjacent to the demolition area and record any damages to avoid later disputes.

4. After uncovering, inspect conditions affecting performance of work.

5. Beginning of work means acceptance of existing conditions.

3.2 PREPARATION

1. Mark location of all utilities on site including electrical service, gas, cable, phone, water, and sewer.

2. Before starting demolition, shut off, disconnect, cap-off, and seal plumbing and gas lines, mechanical, sprinkler, and electrical services as required in accordance with requirements of authorities having jurisdiction.



3. Clearly mark location of salvaged materials storage areas and provide and erect barriers and security devices as required.

3.3 PROTECTION

1. Provide and maintain all legal and necessary guards, railings and warning signs during the execution of the work to fully protect all persons and Owner from loss, damage, death or injury through the neglect, carelessness or incompetence of the Contractor or his employees or the condition or handling of equipment.

2. Do not close or obstruct safety exits, adjacent sidewalks, hydrants, parking or storage areas without prior approval of Owner or the Village.

3. Take precautions to support affected structures and, if safety of building being demolished or adjacent structures or services appears to be endangered, cease operations and notify Project Manager and Owner. Do not resume operations until directed by Owner.

4. Prevent debris from blocking items including, but not limited to, surface drainage inlets and systems, which must remain in operation.

5. Protect all adjacent surfaces, including roadways, sidewalks, and adjacent buildings.

6. It is the Contractor’s responsibility to ensure that the methods and equipment used to deconstruct do not exceed the safe loading capacity of the structure. Engage the services of a Professional Engineer registered in the Province of British Columbia as necessary to ensure the safe deconstruction of the work.

7. Conduct operations with minimum interference to public and private accesses. Maintain protected egress and access at all times. Do not close or obstruct safety exits adjacent sidewalks, hydrants, parking or storage areas without prior approval of Owner.

8. Assume full responsibility for the design and adequacy of any temporary shoring and/or bracing required during deconstruction. Include all necessary signs, barricades and screens as required for the safety of the structure, third parties and workmen.

9. Protect site and city improvements such as sidewalks, curbs, existing landscaped and asphalt areas that lie along the path of removal.

3.4 DISMANTLING AND SALVAGE REQUIREMENTS

1. Perform work in a safe manner at all times in accordance with WorkSafe BC, project, and reference standard safety requirements and protocols.

2. Source separate unsalvageable materials for recycling including wood, metal, concrete and asphalt.

3. Do not sell, burn, or bury materials on site.

4. Ensure before and during deconstruction the structure is protected from damage until that part of the structure is ready to be deconstructed.

5. Deconstruct existing building as shown on drawings and in accordance with submitted Deconstruction Plan. Include removal and relocation of reclaimed materials for re-use as indicated.



6. Remove materials from demolition promptly as demolition work progresses. Contractor will be assumed to have allowed for any credit obtained for removed materials.

3.5 STORAGE OF SALVAGED MATERIALS

1. Store salvaged materials in same manner as similar new materials.

2. Provide security and protective measures to protect salvaged material from mishandling, theft, vandalism and fire.

3.6 CLEAN UP

1. At the end of each day's work, leave work in clean and safe condition so that no part is in danger of toppling or falling. Protect interiors of parts and adjacent elements not be demolished from exterior demolition.

2. Upon completion of demolition work, remove equipment, material, and debris and leave the area clean.

PART 4 - SELECTIVE DEMOLITION SCHEDULE

.1 Existing Construction to be removed includes but is not limited to:

1. Remove existing partitions and walls as indicated.

2. Remove existing doors and hardware as indicated

3. Remove selected finishes on interior surfaces, including existing base, flooring, and wall and ceiling finishes to suit installation of new items.

4. Review existing millwork as indicated.

5. Remove existing miscellaneous metal work, equipment and fixtures as indicated.

6. Remove existing mechanical ductwork and equipment as indicated.

7. Remove existing light fixtures as indicated.

8. Remove existing communications and electrical equipment as indicated.

9. Remove existing exterior sidewalk, paving as required for new architectural and civil work.

END OF SECTION

QUESNEL MUSEUM RENOVATION SECTION 03 35 00 CONCRETE FINISHING PAGE 1 OF 6


PART 1 - GENERAL


1. Applying Sealer and Hardener to existing concrete slab, and polishing concrete to specified finish level.

2. Broom finish to match existing at repair area as required to the exterior concrete walk.

3. Read this Section in conjunction with Structural specifications and drawings.

4. Where conflict exists between this section and Structural documents, the more stringent will govern. Confirm specification requirements with Consultant.


1.3 REFERENCES

1. ACI 303R-12 - Guide to Cast-in-Place Architectural Concrete.

2. ASTM D1752-04a - Preformed Sponge Rubber Cork and Recycled PVC Expansion Joint Fillers for Concrete Paving and Structural Construction.

3. ASTM E1155M-96- Standard Test Method for Determining FF Floor Flatness and FL Floor Levelness Numbers [Metric].

4. CAN/CSA A23.1-09 - Concrete Materials and Methods of Concrete Construction. CSA A3000-08 – Cementitious Materials Compendium.

5. ASTM-C779, Standard Test Method for Abrasion Resistance of Horizontal Concrete Surfaces

6. ASTM G23-81, Ultraviolet Light & Water Spray

7. ASTM C805, Impact Strength

8. American Concrete Institute ACI 302. 1R-89, Guide for Concrete Floor and Slab Construction

1.4 ADMINISTRATIVE REQUIREMENTS

1. Coordination: Coordinate with other work having direct bearing on work of this section.

1.5 SUBMITTALS

1. Samples: Submit two samples 300 x 300 mm (12 x 12 inches), exampling finish and sheen and colour.

2. Product data:

.1 Submit special concrete finishes manufacturer's specifications and test data.



.2 Submit special concrete finishes describing product to be provided, giving manufacturer’s name and product name for the specified material to be provided under this section.

.3 Submit special concrete finishes manufacturer's recommended installation procedures; which when approved by the Consultant, will become the basis for accepting or rejecting actual installation procedures used on the work.

.4 Submit special concrete finishes technical data sheet giving descriptive data, curing time, and application requirements.

.5 Submit special concrete finishes manufacturer’s Material Safety Data Sheet (MSDS) and other safety requirements.

.6 Follow all special concrete finishes published manufacturer’s installation instructions.

3. Test Reports:

.1 Provide certified test reports, prepared by an independent testing laboratory, confirming compliance with specified performance criteria.


1. Installer Qualifications:

.1 Use an experienced installer and adequate number of skilled workmen who are thoroughly trained and experienced in the necessary craft.

.2 The special concrete finish manufacturer shall certify applicator.

.3 Applicator shall be familiar with the specified requirements and the methods needed for proper performance of work of this section.

2. Manufacturer’s Certification:

.1 Provide letter of certification from concrete finish manufacturer stating that installer is certified applicator of special concrete finishes, and is familiar with proper procedures and installation requirements required by the manufacturer.

3. Mock-ups:

.1 Apply mock-ups of each type finish, to demonstrate typical joints, surface finish, color variation (if any), and standard of workmanship.

.2 Notify Consultant or Owner Representative seven days in advance of dates and times when mock-ups will be constructed.

.3 Obtain from the Consultant or Owner Representative approval of mock-ups before starting construction.



.4 If the Consultant or Owner Representative determines that mock-ups do not meet requirements, demolish and remove them from the site and cast others until mock-ups are approved.

.5 Maintain mock-ups during construction in an undisturbed condition as a standard for judging the completed work.

4. Approved mock-ups may become part of the completed work if undisturbed at time of substantial completion.

1.7 PROTECTION

1. No satisfactory chemical or cleaning procedure is available to remove petroleum stains from the concrete surface. Prevention is therefore essential.

.1 All hydraulic powered equipment must be diapered to avoid staining of the concrete.

.2 No trade will park vehicles on the inside slab. If necessary to complete their scope of work, drop cloths will be placed under vehicles at all times.

.3 No pipe cutting machine will be used on the inside floor slab.

.4 Steel will not be placed on interior slab to avoid rust staining.

.5 Acids and acidic detergents will not come into contact with slab.

.6 All trades informed that the slab must be protected at all times.

1.8 DELIVERY, STORAGE AND HANDLING

1. Deliver materials in original containers, with seal’s unbroken, bearing manufacturer labels indicating brand name and directions for storage.

2. Dispense special concrete finish material from factory numbered and sealed containers. Maintain record of container numbers.


1. Environmental limitations:

.1 Comply with manufacturers written instructions for substrate temperature and moisture content, ambient temperature and humidity, ventilation, and other conditions affecting topping performance.

1) Concrete Floor Flatness rating recommended at least 40, where possible.

2) Concrete Floor Levelness rating recommended at least 30, where possible.

3) Concrete must be cured a minimum of 45 days or as directed by the manufacturer before application of Retro Plate can begin.



4) Application of Retro-Plate shall take place 10 days prior to installation of equipment and substantial completion, thus providing a complete, uninhibited concrete slab for application.

2. Close areas to traffic during floor application and after application, for time period recommended in writing by manufacturer.

PART 2 - PRODUCTS

2.1 MATERIALS

1. Sealer for interior surfaces: Everclear VOX by Euclid Chemical (93g/lt VOC) (excluding polished concrete floors.)

2.2 REPAIR MATERIALS:

1. Bonding Agent: Tammsweld by Euclid Chemical or Daraweld-C or approved equivalent.

2. Cement types and aggregates: Determined by job site mix.

3. Other materials proposed for use will be considered based on successful performance based on prototype construction.

2.3 NON-SHRINK GROUT FOR PATCHING:

1. Acceptable Products:

1) NS Grout by Euclid Chemical

2) Master Builder’s Embeco 411–A mortar.

2.4 REFER TO STRUCTURAL DOCUMENTS.

PART 3 - EXECUTION

3.1 SCHEDULE OF FINISHES

1. Existing interior slab, where scheduled to be exposed

.1 Repair

.2 Seal

2. Existing Interior slab, where scheduled for new finishes

.1 Repair and prep to received new floor finish

.2 BROOM FINISH

.3 Broom finish at new exterior concrete walk, to match existing finish.



3.2 STANDARD OF ACCEPTANCE AND DEFECTIVE CONCRETE

.1 Defective concrete includes honeycombing, rock pockets, chips, spalls, fins, and rust stains in exposed concrete surfaces.

.2 Establish materials and methods for repair of defective concrete at time mock-up is produced. Proceed with repair work as soon as possible after removal of forms.

.3 Review with Consultant on repair of defective concrete surfaces prior to execution of work.

.4 Patch form tie holes in exposed non architectural concrete surfaces and surfaces designated to receive dampproofing or waterproofing.

3.3 REPAIRS TO DEFECTS

.1 General:

.1 Consultant will determine areas to be repaired.

.2 Before commencing any repair work, confirm repair procedures with Consultant and establish formula required by trial mix. Demonstrate repair techniques on mock-up.

.2 Repairs:

.1 Carry out repairs under direction of Consultant. Follow usual good practices including cutting out of loose honeycombs and squaring off edges during preparation. Soak area to be repaired with water. Place stiff colour matching mortar in void striking flush with wood float, and texture as required for finish designated.

.2 Formulate repair mortar mix using matching coloured non-shoring mortar with twenty-eight (28) day strength equal to concrete being repaired.

.3 Use no more mixing water than necessary for handling and placing. Mix repair mortar in advance and allow to stand with frequent manipulation with trowel, without addition of water, until it has reached stiffest consistency that will permit placing. Use mixture of one part bonding agent to four parts water as mixing water.

.4 Consolidate repair mix into place and strike off to leave repaired area slightly higher than surrounding surface to permit initial shrinkage. Leave repair undisturbed for at least one hour before texturing. Keep repaired area damp for seven days.

.5 Grind as required to correct irregularities of planeness, in concealed areas only.



3.4 TOLERANCES

1. Construct and finish formwork so concrete surfaces will conform to tolerance limits given below. Failure to comply with these limits will result in Contractor, at their expense, filling and/or grinding sub-standard surfaces; or if Consultant deems this impossible or unacceptable, concrete section will be removed and reconstructed at no expense to Owner.

2. Cross-section dimensions:

.1 Walls (thickness): - 3 mm (1/8 inch) to + 5 mm (3/16 inch).

.2 Slabs (thickness): - 3 mm (1/8 inch) to + 6 mm (1/4 inch).

3. Horizontal location dimensions: Maximum deviation from required dimension to nearest grid:

0 to 300 mm (1.0 foot) 3 mm (1/8 inch)

300 mm (1.0 foot) to 1500 mm (5.0 feet) 6 mm (1/4 inch)

1.5 metres (5.0 feet) to 4.5 metres (15.0 feet) 12 mm (1/2 inch)

3.5 WORKMANSHIP AND CLEANING

1. The premises shall be kept clean and free of debris at all times.

2. Remove spatter from adjoining surfaces, as necessary.

3. Repair damages to surface caused by cleaning operations.

4. Remove debris from jobsite

.1 Dispose of materials in separate, closed containers in accordance with local regulations.

3.6 PROTECTION

1. Protect finished work until fully cured in accordance with manufacturer’s recommendations.

END OF SECTION

QUESNEL MUSEUM RENOVATION SECTION 05 50 10 METAL FABRICATIONS PAGE 1 OF 5

URBAN ARTS ARCHITECTURE IFT: 3 JUNE 2020

1 GENERAL 1.1 SECTION INCLUDES

.1 Miscellaneous metal components and supports not specified elsewhere

.2 Refer to Structural drawings and specifications for structural members


.1 Section 06 20 00 – Finish Carpentry.

.2 Section 06 40 00 - Architectural Woodwork.

.3 Section 09 91 10 – Paints and Coatings.

.4 Structural Drawings

1.3 REFERENCES

.1 AA (Aluminum Association) DAF 45-2003- Designation System for Aluminum Finishes.

.2 ASTM A53/A53M-10 - Pipe, Steel, Black and Hot-Dipped Zinc Coated, Welded and Seamless.

.3 ASTM A123/A123M-09 - Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products.

.4 ASTM A153/A153-09 - Zinc Coating (Hot-Dip) on Iron and Steel Hardware.

.5 ASTM A264-09 - Stainless Chromium-Nickel Steel-Clad Plate, Sheet, and Strip.

.6 ASTM A276-10 - Stainless Steel Bars and Shapes.

.7 ASTM A307-10 - Carbon Steel Bolts and Studs, 60,000 PSI Tensile Strength.

.8 ASTM A312/A312M-09 - Seamless, Welded, and Heavily Cold Worked Austenitic Stainless Steel Pipes.

.9 ASTM A380-06 - Standard Practice for Cleaning, Descaling, and Passivation of Stainless Steel Parts, Equipment, and Systems.

.10 ASTM A500/A500M-10a - Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes.

.11 ASTM A511/A511M-08 - Seamless Stainless Steel Mechanical Tubing.

.12 ASTM B177-- 01(2006)e1 - Engineering Chromium Electroplating.

.13 ASTM B209M-07 (ASTM B209-07) - Aluminum and Aluminum-Alloy Sheet and Plate.

.14 ASTM B210M-05 (ASTM B210-04) - Aluminum and Aluminum-Alloy Drawn Seamless Tubes.

.15 ASTM B211M-03 (ASTM B211-03 - Aluminum and Aluminum-Alloy Bar, Rod, and Wire.

.16 ASTM B221M-07 (ASTM B221-08) - Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes.

.17 CAN/CGSB-1.40-97 - Anti-corrosive Structural Steel Alkyd Primer.

.18 CAN/CGSB-1.181-99 - Ready-Mixed, Organic Zinc-Rich Coating.

.19 CAN/CSA-G40.20-04/G40.21-04 (R2009) - General Requirements for Rolled or Welded Structural Quality Steel/Structural Quality Steel.

.20 CSA-W47.1-09 - Certification of Companies for Fusion Welding of Steel.



.21 CSA-W47.2-11 - Certification of Companies for Fusion Welding of Aluminum.

.22 CSA-W48-06 - Filler Metals and Allied Materials for Metal Arc Welding

.23 CSA-W55.3-08 - Certification of companies for resistance welding of steel and aluminum.

.24 CSA-W59-03 (R2008) - Welded Steel Construction (Metal Arc Welding).

.25 CSA-W59.2-1991 (R2008) - Welded Aluminum Construction.

.26 SSPC (The Society for Protective Coatings).

1.4 SUBMITTALS

.1 Section 01 33 00: Submission procedures.

.2 Shop Drawings:

.1 The supplier is responsible for structural design, correct fabrication and proper fitting of various items.

.2 Prepare Shop Drawings under direct supervision of a Professional Structural Engineer experienced in design of this work and licensed in the Province of British Columbia, who will take responsibility for fabrication and erection of metal fabrications and ornamental metal assemblies meeting all applicable codes.

.3 Indicate complete details necessary for fabrication and erection of the component parts of the structure, including:

.1 Location, type, size and extent of welds. Splices not indicated on Shop Drawings will not be accepted.

.2 Include plans and elevations, details of sections and connection.

.3 Detail items indicating all dimensions, methods of anchorage and fixing, and accessory items.

.4 Confirm dimensions on site.

.3 Letters of Assurance: Submit Schedules S-B and S-C to the Registered Professional of Record for railing design and any other items as required by BCBC:

.1 Shop Drawing Stage: Submit a Schedule S-B “Assurance of Professional Design and Commitment for Field Review”.

.2 After Completion of Field Reviews: Submit Schedule S-C “Assurance of Professional Field Review and Compliance”.


.1 Welders' Certificates: Submit certification for welders employed on the Work, verifying qualification within the previous 12 months to CSA-W47.1 (steel), CSA-W47.2 (aluminum), CSA-W55.3.

.2 Welded Steel Construction: CSA-W59.

.3 Welded Aluminum Construction: CSA-W59.2.

.4 Visual Requirements:

.1 Comply with the following requirements for steel exposed to view in the completed building. Compliance will be judged from the closest in service reviewing distance.

.2 Make all sections true, straight, with no dents, bends or other noticeable damage.

.3 In addition to the structural requirements, make all connection details meet, the aesthetic requirements of the Consultant.



.4 For all connections, respect the exposed nature of the element. Make all weld passes continuous with uniform bead size. Protect surrounding steel from damage due to weld spatter. Grind all welds to a smooth uniform surface to the approval of the Consultant.

.5 Perform stainless steel work in accordance with NAAMM, Code of Standard Practice for the Metal Industry, Workmanship, Class 1.

2 PRODUCTS 2.1 MATERIALS

.1 Provide Material with the following recycled content:

.1 Oxygen Furnace (BoF) Process: Minimum 25% recycled content.

.2 Electric Arc furnace (EAF) Process: Minimum 95% recycled content.

2.2 STEEL

.1 Steel Sections and Plates: CAN/CSA G40.20/G40.21, Grade 300W.

.2 Steel Pipe: ASTM A53/A53M, Grade A, Schedule 40, standard weight, galvanized finish.

.3 Bolts, Nuts, and Washers: ASTM A307, galvanized to ASTM A153/A153 for galvanized components.

.4 Welding Materials: Type required for materials being welded.

.5 Welding Filler Material: CSA-W48.

.6 Galvanized for exterior applications.

.7 Touch-Up Primer for Galvanized Surfaces: CAN/CGSB-1.181 zinc rich.

2.3 ALUMINUM

.1 Extruded Aluminum: ASTM B221M (ASTM B221).

.2 Sheet Aluminum: ASTM B209M (ASTM B209).

.3 Aluminum-Alloy Drawn Seamless Tubes: ASTM B210M (ASTM B210).

.4 Aluminum-Alloy Bars: ASTM B211M (ASTM B211).

.5 Bolts, Nuts, and Washers: Stainless steel.

.6 Welding Materials: Type required for materials being welded.

2.4 FABRICATION

.1 Fit and shop assemble items in largest practical sections, for delivery to site.

.2 Fabricate items with joints tightly fitted and secured.

.3 Continuously seal joined members by continuous welds.

.4 Grind exposed joints flush and smooth with adjacent finish surface. Make exposed joints butt tight, flush, and hairline. Ease exposed edges to small uniform radius.

.5 Exposed Mechanical Fastenings: Flush countersunk screws or bolts; unobtrusively located; consistent with design of component, except where specifically noted otherwise.

.6 Supply components required for anchorage of fabrications. Fabricate anchors and



related components of same material and finish as fabrication, except where specifically noted otherwise.

.7 Weld and machine galvanized components prior to hot-dipped galvanizing and assemble on site using bolted connections only to minimize use of touch-up spray.

2.5 FINISHES – STEEL

.1 Primed and painted for interior steel. Preparation and type as recommended by fabricator. Provide sample for Consultant’s review.

.2 Interior Surfaces: Clean surfaces of rust, scale, grease, and foreign matter prior to finishing.

.3 Exterior:

.1 Structural Steel Members: Galvanize after fabrication to ASTM A123/A123M, minimum 600 g/sq m (2.0 oz/sq ft) galvanized coating.

.2 Non-structural Items: Galvanized after fabrication to ASTM A123/A123M. Provide minimum 380 g/sq m (1.25 oz/sq ft) galvanized coating.

2.6 ALUMINUM FINISHES

.1 Finish exposed surfaces of aluminum components in accordance with Aluminum Association Designation System for Aluminum Finishes.

.1 Clear anodic finish: designation Architectural Class II.

.2 Apply one (1) coat bituminous paint to concealed aluminum surfaces in contact with cementitious or dissimilar materials.

2.7 STAINLESS STEEL WORK

.1 Take all necessary precautions to safeguard against latent surface discolouration due to disturbance of the natural protective oxide coating of the material or to contamination from other sources.

.2 Workmanship shall be the best standard practice for this type of work. Execute stainless steel work in accordance with the applicable instructions set forth in Atlas Stainless Steels' "Technical Data" handbook on stainless steel.

.3 Do all stainless steel fabrication in clean shops, located away from areas where carbon steel is burnt, ground, or cut with abrasive wheels to ensure that carbon steel dust will not be embedded into the stainless steel, and as follows:

.1 In fabrication of stainless steel do not use tools and dies which have been used on carbon steels.

.2 Ensure tools and dies use for forming and cutting stainless steel are free of nicks and other damage.

.3 Do not use carbon grits and grinding wheels which will imbed foreign particles into stainless steel surfaces. Use only stainless steel wool when wool polishing is required.

.4 Stainless steel items, on which rust stains appear, shall be replaced with new fabricated material.



3 EXECUTION 3.1 EXAMINATION

.1 Verify existing conditions before starting work.

.2 Verify that field conditions are acceptable and are ready to receive work.

.3 Verify dimensions, tolerances, and method of attachment with other work.

3.2 PREPARATION

.1 Clean and strip primed steel items to bare metal and aluminum where site welding is required.

.2 Supply steel items required to be cast into concrete or embedded in masonry with setting templates to appropriate sections.

3.3 INSTALLATION

.1 Install items plumb and level, accurately fitted, free from distortion or defects.

.2 Provide for erection loads, and for sufficient temporary bracing to maintain true alignment until completion of erection and installation of permanent attachments.

.3 Field weld components indicated on Drawings and shop drawings.

.4 Perform field welding to CSA-requirements.

.5 Obtain approval prior to site cutting or making adjustments not scheduled.

.6 After erection, prime welds, abrasions, and surfaces not shop primed or galvanized, except surfaces to be in contact with concrete.

.7 Isolate aluminum from following components, by means of bituminous paint or neoprene isolators where noted:

.1 Dissimilar metals except stainless steel, zinc, or white bronze of small area.

.2 Concrete, mortar and masonry.

.3 Wood.

3.4 SCHEDULE

.1 The following Schedule is a list of principal items only. Refer to Drawing details for items not specifically scheduled.

ITEM FINISH/DESCRIPTION

.1 Millwork Supports

.2 Rainwater Leader + Hopper

.3 Steel Columns (Refer to structural specifications)

Prime painted

Galvanized and painted

END OF SECTION

QUESNEL MUSEUM RENOVATION SECTION 06 10 00 ROUGH CARPENTRY PAGE 1 OF 5



.1 Roof curbs, parapet, cants, and perimeter nailers.

.2 Blocking in wall and roof openings.

.3 Wood furring and grounds.

.4 Concealed wood blocking for cabinet and trim.

.5 Wood framing and sheathing. Refer to Structural.

.6 Miscellaneous rough carpentry.

.7 Preservative treatment of wood.


.1 Section 06 20 00 - Finish Carpentry.

1.3 REFERENCES

.1 ANSI/NPA A208.1-2009 - Particleboard.

.2 APA (American Plywood Association) - Grades and Specifications.

.3 CANPLY (Canadian Plywood Association) - Plywood Handbook, Canada.

.4 CAN/CSA O80 Series-08 - Wood Preservation.

.5 CSA O121-08 - Douglas Fir Plywood

.6 CSA O141-05 (R2009) - Softwood Lumber.

.7 CSA O151-09 - Canadian Softwood Plywood.

.8 CSA O325-07 – Construction Sheathing.

.9 CSA O437 Series-93 (R2006) - OSB and Waferboard.

.10 NLGA (National Lumber Grades Authority) - Standard Grading Rules for Canadian Lumber, 2007 Edition.

1.4 SUBMITTALS

.1 Product Data: Submit manufacturer's printed product literature, specifications and data sheets.

.2 Installation Data: Provide application instructions.

.3 Provide letter outlining steps to be taken during construction to ensure adequate weather protection of exposed wood structures.

.4 Letters of Assurance: Submit Schedules S-B and S-C to the Registered Professional of Record:

.1 Shop Drawing Stage: Submit Schedule S-B “Assurance of Professional Design and Commitment for Field Review”.


.5 Test Reports: Certified test reports showing compliance with specified performance



characteristics and physical properties.

.6 Certificates: Product certificates signed by manufacturer certifying materials comply with specified performance characteristics and criteria and physical requirements.


.1 Wood Structures to meet Part 4 of the BC Building Code.

.2 Lumber Products: Graded and stamped to NLGA requirements.

.3 Plywood Products: Certified and graded to CANPLY or APA requirements.

.4 Construction Sheathing: To CSA O325.


.1 Urea-Formaldehyde Resins: Composite wood and agrifiber products, including core materials on the inboard side of the weatherproofing, must contain no added ureaformaldehyde resins. This is referred to in this specification as Urea-Formaldehyde Free (UFF). Adhesives used to fabricate laminated assemblies containing these products must contain no urea-formaldehyde.

2.2 LUMBAR MATERIALS

.1 Lumber: unless specified otherwise, softwood, S4S, moisture content 15% or less in accordance with following standards:

.1 CSA O141.

.2 NLGA Standard Grading Rules for Canadian Lumber.

.3 Refer also to Structural documents.

.2 Framing, Furring, blocking, nailing strips, grounds, rough bucks, cants, and curbs:

.1 Use S2S or S4S materials.

.2 Board sizes: "Standard" or better grade.

.3 Dimension sizes: "Standard" light framing or better grade.

.4 Post and timbers sizes: "Standard" or better grade.

2.3 PANEL MATERIALS

.1 Plywood: CSA O121 (Douglas Fir) sheathing.

2.4 ACCESSORIES

.1 Fasteners: Hot dipped galvanized steel for high humidity and treated wood locations, unfinished steel elsewhere.

.2 Anchors: Toggle bolt type for anchorage to hollow masonry. Expansion shield and lag bolt type for anchorage to solid masonry or concrete. Bolt or ballistic fastener for anchorages to steel.

.3 All metal in contact with pressure treated wood to be specifically designed and approved for use with treated wood.



2.5 FACTORY WOOD TREATMENT

.1 Outside the Weather (Moisture) Barrier

.1 Wood Preservative (Pressure Treatment): CAN/CSA O80 Series, minimum 0.40 lb/sq ft, Alkaline Copper Quaternary (ACQ) preservative for the following:

.1 Exterior wood in contact with concrete, masonry, or where moisture may occur.

.2 Roof up stands.

.3 Heavy timber construction, fence posts and cavity furring.

.2 Wood framing components outside moisture barrier must be treated material. Use treated wood for rainscreen strapping.

.2 Inside Weather (Moisture) Barrier

.1 Wood Preservative (Pressure Treatment): CAN/CSA O80 Series, using commodity standard "Advance Guard" borate-pressure treatment to obtain minimum net retention of 2.7 kg/m3 (0.168 lb/ft3 ) of wood and carrying Canadian Wood Preserver’s Bureau Quality Mark ("Advance Guard" quality mark). Kiln-dry materials after treatment.

.1 Lumber and panel materials inside moisture barrier.

.2 Items in contact with concrete or masonry.

.3 Material to bear Canadian Wood Preserver's Bureau (CWPB) stamps.

.4 Bottom plates of frame walls with sill gaskets require pressure treating. Use appropriate protective fixings and hangers with ACQ treated lumber.

.5 Use Hem-Fir incised lumber for treatment.

.6 Treat cut surfaces with two (2) brush coats of alkaline copper quaternary preservative or liquid Borate as applicable.

.7 Following water-borne preservative treatment, dry material to maximum moisture content of 15%.

.8 Inspection of products treated with preservative by vacuum-pressure impregnation will be carried out by an accredited inspection agency of Canadian Wood Preserver’s Bureau (CWPB).



.2 Verify field conditions are acceptable and are ready to receive work.


3.2 FRAMING

.1 Erect framing members level and plumb, in correct position with no grade marks visible in the finished Work.

.2 Select exposed framing for appearance. Install lumber and panel materials so grade-marks and other defacing marks are concealed or are removed by sanding where



materials are left exposed.

.3 Make provisions for erection loads, and for sufficient temporary bracing to maintain structure safe, plumb, and in true alignment until completion of erection and installation of permanent bracing.

.4 Place horizontal members, crown side up.

.5 Construct framing and curb members full length without splices.

.6 Double members at openings as indicated on Structural drawings. Space short studs over and under opening to stud spacing.

.7 Construct double joist headers at floor and ceiling openings and under wall stud partitions that are parallel to floor joists. Frame rigidly into joists.

.8 Place full width continuous sill flashings under framed walls on cementitious foundations. Lap flashing joint minimum 100 mm (4 inches).

.9 Place sill gasket directly on sill flashing. Puncture gasket clean and fit tight to protruding foundation anchor bolts.

.10 Curb roof openings except where prefabricated curbs are provided. Form corners by alternating lapping side members.

.11 Coordinate curb installation with installation of decking and support of deck openings, roofing vapour retardant, and parapet construction.

3.3 SHEATHING

.1 Secure wall and roof sheathing with longer edge perpendicular to framing members and with ends staggered and sheet ends over bearing.

.2 Refer also to Structural documents.

3.4 FURRING AND BLOCKING

.1 Select exposed framing for appearance. Install lumber and panel materials to conceal grade-marks and other defacing marks. Remove exposed marks by sanding.

.2 Install furring and blocking as required to space-out and support casework, cabinets, wall and ceiling finishes, siding, electrical equipment mounting boards, and other work as required.

.3 Install furring to support siding applied vertically where there is no blocking and where sheathing is not suitable for direct nailing. Align and plumb faces of furring and blocking to tolerance of 1:600.

.4 Install rough bucks, nailers and linings to rough openings as required to provide backing for frames and other work.

.5 Install wood cants, nailers, curbs, and other wood supports as required and secure using galvanized steel fasteners.

.6 Install sleepers as indicated.

3.5 SITE APPLIED WOOD TREATMENT

.1 Apply preservative treatment in accordance with manufacturer's written instructions.

.2 Allow preservative to dry prior to erecting members.



END OF SECTION

QUESNEL MUSEUM RENOVATION SECTION 06 20 00 FINISH CARPENTRY PAGE 1 OF 6



.1 Installation of doors and finish hardware.

.2 Installation of new architectural woodwork, as specified in Section 06 40 00 and as indicated.

.3 Exterior Soffits

.4 Miscellaneous exterior and interior finish carpentry items.

.5 Accessories.


.1 Section 06 10 00 – Rough Carpentry.

.2 Section 06 40 00 – Architectural Woodwork.

.3 Section 08 14 00 – Wood Doors.

.4 Section 08 41 00 – Aluminum Framed Storefront.

.5 Section 08 71 00 – Finish Hardware.

.6 Section 09 91 10 – Paints and Coatings.

1.3 REFERENCES

.1 ANSI/NPA A208.1-2009 - Particleboard.

.2 ANSI/NPA A208.2-2009 - Medium Density Fibreboard (MDF) for Interior Applications.

.3 AWMAC (Architectural Woodwork Manufacturers Association of Canada) – Architectural Woodwork standards, 1st Edition (2009).

.4 CAN/CGSB-11.3-M87 - Hardboard.

.5 CSA-O121-08 - Douglas Fir Plywood

.6 CSA-O141-05 (R2009) - Softwood Lumber.

.7 CHPVA (Canadian Hardwood Plywood and Veneer Association) - Official Grading Rules for Canadian Hardwood Plywood.

.8 NLGA (National Lumber Grades Authority) - Standard Grading Rules for Canadian Lumber, 2007 Edition.

.9 NHLA (National Hardwood Lumber Association).

.10 WCLIB (West Coast Lumber Inspection Bureau) - Standard Grading Rules for West Coast Lumber.

.11 WWPA (Western Wood Products Association).


.1 Coordination: Coordinate with other work having a direct bearing on work of this section.



1.5 SUBMITTALS

.1 Product Data: Provide data on fire retardant treatment materials and application instructions.

.2 Shop Drawings:

.1 Indicate materials, component profiles, fastening methods, jointing details and accessories, to a minimum scale of 1:5 (1-1/2 inch to 1 ft).

.2 Provide instructions for attachment hardware, finish hardware, and related accessories.

.3 Samples: Submit samples of wood trim and soffits 152 mm (6 inches) long.

.4 Installation Data: Provide manufacturer's special installation requirements.


.1 Perform work in accordance with AWMAC Custom quality.

.2 Installer Qualifications: Company specializing in manufacturing the Products specified in this section with minimum three (3) years documented experience and be a member in good standing with AWMAC.

.3 AWMAC Guarantee and Inspection Service

.1 Architectural woodwork shall be manufactured and/or installed to the specified AWMAC Quality Standards and shall be subject to an inspection at the plant and/or site by an appointed inspector, approval by the local AWMAC Chapter.

.2 Include inspection costs in Bid price.

.3 Submit Shop Drawings to local AWMAC Chapter office for review before any work commences.

.4 Replace, rework and/or refinish work that does not meet the specified AWMAC Quality Standards, to the satisfaction of AWMAC, and at no additional cost to Owner.

.5 The woodwork contractor must be an AWMAC member in good standing, and provide a two (2) year AWMAC Guarantee Certificate.

.6 The guarantee shall cover replacing, reworking and/or refinishing to make good any defects in architectural woodwork due to faulty workmanship or defective materials supplied by the architectural woodworker, which appear during a two (2) year period following the substantial completion of the architectural woodwork contract.

1.7 DELIVERY, STORAGE, AND PROTECTION

.1 Deliver and store materials in accordance with AWMAC requirements.

.2 Protect carpentry items and materials against dampness and damage during and after delivery.

.3 Store in ventilated areas, protected from extreme changes of temperature or humidity.




.1 Urea-Formaldehyde Resins: Composite wood and agrifiber products, including core materials inside the building, must contain no added urea-formaldehyde resins. This is referred to in this specification as Urea-Formaldehyde Free (UFF). Adhesives used to fabricate laminated assemblies containing these products must contain no ureaformaldehyde (UFF).

2.2 LUMBER MATERIAL

.1 Softwood lumber: unless specified otherwise, S4S, moisture content 19% or less in accordance with following standards:

.1 CSA-O141.


.3 AWMAC custom grade.

.2 Machine stress-rated lumber is acceptable.

.3 Hardwood lumber: moisture content 12% or less in accordance with following standards:

.1 National Hardwood Lumber Association (NHLA).


.4 Wood Species for Opaque Finish: Any closed-grain hardwood.

2.3 SHEET MATERIALS

.1 Hardwood Plywood: Graded in accordance with AWMAC Custom Grade, Apple Ply or Baltic Birch where shown as laminated ply.

.2 Medium Density Fibreboard (MDF): NPA A208.2; composed of wood particles reduced to fibres, made with high waterproof resin binders; of grade to suit application; sanded faces, AWMAC Custom Grade.

2.4 SCHEDULE

.1 BASEBOARD:

.1 MDF Baseboard, paint finish as scheduled.

.2 INTERIOR + EXTERIOR SOFFIT

.1 Tongue and Groove Ponderosa Pine, AWMAC Custom Grade, 22mm x 89mm, 100mm O.C., clear finish.

2.5 ACCESSORIES

.1 Fasteners

.1 Fasteners shall be adequately sized to suit application and carry imposed loads. Fasten millwork items as required to resist seismic loading. Refer to details and confirm types and sizes of typical fastener types on shop drawings.

.2 Wood Screws: Select the material, type, size and finish required for each use.



.3 Nails: Select the material, type, size and finish required for each use.

.4 Concealed Joint Fasteners: Threaded steel.

.2 Anchors: Select the material, type, size and finish required by each substrate for secure anchorage. Provide toothed steel or lead expansion bolt devices for drilled-in-place anchors. Furnish inserts and anchors, as required, to be set into concrete or masonry work for subsequent woodwork anchorage.

.3 Lumber for Shimming and Blocking: Softwood lumber species.

.4 Wood Filler: Tinted to match surface finish colour.

2.6 FABRICATION

.1 Fabricate finish carpentry items to AWMAC standards.

.2 Shop assemble work for delivery to site where possible, permitting passage through building openings.

.3 Shop prepare and identify components for matching grain matching during site erection.

.4 When necessary to cut and fit on site, provide materials with ample allowance for cutting. Provide trim for scribing and site cutting.

2.7 SHOP FINISHINGS

.1 Shop finish all materials.

.2 Sand work smooth and set exposed nails and screws.

.3 Apply wood filler in exposed nail and screw indentations.

.4 On items to receive transparent finishes, use wood filler which matches surrounding surfaces and of types recommended for applied finishes.

.5 Seal, stain and varnish exposed to view surfaces. Brush apply only.





.4 Verify adequacy of backing and support framing.

.5 Verify mechanical, electrical, and building items affecting work of this section are placed and ready to receive this work.

3.2 INSTALLATION

.1 Do finish carpentry to Quality Standards of the Architectural Woodwork Manufacturers Association of Canada (AWMAC), except where specified otherwise.

.2 Position items accurately, level, plumb, true and fasten or anchor securely.

.3 Carefully scribe work abutting other components, with maximum gaps of 0.8 mm (1/32 inch). Do not use additional overlay trim to conceal larger gaps.



.4 Design and select fasteners to suit size and nature of components being joined. Use proprietary devices as recommended by manufacturer.

.5 Set finishing nails to receive filler. Where screws are used to secure members, countersink screw in round smooth cut hole and plug with wood plug to match material being secured.

.6 Replace items of finish carpentry with damage to wood surfaces including hammer and other bruises.

3.3 INSTALLATION FINISH CARPENTRY AND ARCHITECTURAL WOODWORK

.1 Conform to AWMAC Manual for installation of all woodwork.

.2 Install millwork and architectural woodwork, straight, plumb, level and in true alignment except where otherwise indicated.

.3 Fit joints closely and fasten pieces rigidly in place. Neatly match and mitre joints. Fill exposed joints prior to jointing.

.4 Nails shall be finish or casing nails. Countersink nail heads and leave ready for putty.

.5 Finished size shall be as indicated on the drawings.

.6 Leave surfaces free from hammer marks, warp, twist, open joints or other defects, and clean, scraped and sanded ready for finishing.

.7 Lengths of running trim shall be as long as practical.

.8 Shim as required using concealed shims.

.9 Cut millwork to fit unless specified to be shop-fabricated or shop-cut to exact size. Where millwork abuts other finished work, scribe and cut for accurate fit. Before making cutouts, drill pilot holes at corners.

.10 Distribute defects allowed in the quality grade specified to the best overall advantage, when installing job assembled millwork items.

.11 Install trim and mouldings in single, unjointed lengths for openings and for runs less than maximum length of lumber available. For longer runs, use only one piece less than maximum length available in any straight run. Stagger joints in adjacent members.

.12 Attach millwork securely in place with uniform joints providing for thermal and building movements. Attach to substrates by anchoring and fastening as shown, as required by recognized standards, and as follows:

.1 Nailing: Blind nail where possible. Use fine finishing nails where exposed. Set exposed nail heads for filling except for exterior wood which is to receive a natural finish (if any).

.2 Anchoring: Secure millwork to anchors or blocking built-in or directly attached to substrates.

.3 Where finishes are applied at job site, clean millwork and fill nail holes in preparation for finishes application. Where millwork is to receive a transparent finish, use matching wood filler.

.4 Fit millwork to other work; scribe and cope as required for accurate fit. Correlate location of furring, nailers, blocking, grounds and similar supports to allow proper support.

3.4 INSTALLATION OF DOORS

.1 Conform to AWMAC Manual for installation of all doors.

.2 Examination:



.1 Examine surfaces to which the work of this section is to be applied and ensure that conditions are suitable to provide a complete and satisfactory installation.

.2 Commencement of work will indicate acceptance of surfaces and conditions.

.3 Correct unsatisfactory surfaces or conditions.

.3 Place frames prior to construction and enclosing of walls and ceilings. Set frames accurately in position, plumbed, aligned, and braced securely until permanent anchors are set. After construction is completed, remove temporary braces and spreaders leaving surfaces smooth and undamaged.

.4 Fit wood doors accurately in their respective locations with clearances specified in Canadian Door and Frame, Manufacturers Association Standards, plumb, free swinging, smooth operating, and with even margins.

3.5 FINISH HARDWARE INSTALLATION

.1 Coordinate and cooperate with the installation of finish hardware in accordance with the manufacturer's instructions. Fit accurately, using full complement of screws and draw up tight.

.2 Install hardware to standard hardware location dimensions in accordance with Door and Hardware Institute Guide.

.3 Clean and polish hardware. Remove scratched, marred or damaged hardware and replace with new.

.4 Upon completion of installation a representative of the hardware supplier shall review the installation and confirm in writing to the Consultant that the finish hardware has been installed correctly.

3.6 ERECTION TOLERANCES

.1 Maximum Variation from True Position: 1.6 mm (1/16 inch).

.2 Maximum Offset from True Alignment with Abutting Materials: 0.8 mm (1/32 inch).

3.7 PROTECTION AND CLEANING

.1 Protect adjacent work from damage, staining, and disfigurement caused by the work of this section.

.2 Promptly as the work proceeds and on completion, keep the premises clean and free from rubbish, debris, surplus materials, and equipment accumulation.

.3 Protect materials and installed woodwork from damage by the work of other trades until acceptance of the work. Ensure required temperature/humidity conditions during remainder of the construction period in areas of finish woodwork installations are maintained.

END OF SECTION

QUESNEL MUSEUM RENOVATION SECTION 06 40 00 ARCHITECTURAL MILLWORK PAGE 1 OF 7



.1 Cabinets and casework.

.2 Counter tops.

.3 Cabinet hardware.


.1 Section 06 10 00 – Rough Carpentry.

.2 Section 06 20 00 – Finish Carpentry.

.3 Section 07 92 00 – Joint Sealants.

.4 Section 08 50 00 – Glass and Glazing.

.5 Section 09 21 16 – Gypsum Board Assemblies.

.6 Section 09 91 10 – Painting.

1.3 REFERENCES

.1 AWMAC Quality Standards 2014 – edition, hereafter referred to as QS Manual.

.2 National Lumber Grade Authority.

.3 CSA 0115-M1982 Hardwood and Decorative Plywood.

.4 NFPA 80-99 Standard for Fire Doors and Fire Windows.

.5 NFPA 252 1995 Fire Tests of door Assemblies.

.6 CAN/CGSB-69.25 – Cabinet Hardware

.7 CAN/CGSB-69.27 – Cabinet Locks

.8 CAN/CGSB-69.32 – Auxiliary Hardware

.9 Steel Door Institute, current editions of referenced standards.




.1 Perform work in accordance with AWMAC Custom quality.

.2 Installer Qualifications: Company specializing in manufacturing the Products specified in this section with minimum three (3) years documented experience and be a member in good standing with AWMAC.


.4 Architectural woodwork shall be manufactured and/or installed to the specified AWMAC Quality.





.7 The woodwork contractor must be an AWMAC member in good standing.

1.6 SHOP DRAWINGS

.1 Provide Shop Drawings of all millwork items for Consultants review prior to fabrication. Shop drawings shall show construction details of all architectural woodwork, finishes, general arrangements, locations of all service outlets, etc; typical and special installation conditions; materials being supplied and all connections, attachments, anchorages and location of exposed fastenings, as applicable.

.2 No work shall be fabricated until the shop drawings have been reviewed and all other related submittals and samples as required by the specifications have been approved by the Consultant.

1.7 SAMPLES

.1 Submit samples of each material and finish to the Consultant for review.

1.8 GUARANTEE

.1 Provide the Owner on completion of the work with a standard two (2) year AWMAC Guarantee Certificate, or an equivalent security bond to the full value of the architectural woodwork subcontract, that the millwork supplied will be in accordance with the standards incorporated in the AWMAC manual (Latest Edition).

.2 Guarantee to make good all defects in Millwork due to faulty workmanship or defective materials, which occur within two (2) years following substantial performance.


.1 Deliver and store materials in accordance with AWMAC requirements.

.2 Protect carpentry items and materials against dampness and damage during and after delivery.

.3 Store in ventilated areas, protected from extreme changes of temperature or humidity.


.1 Provide materials that comply with requirements of AWMAC Quality Standard for each type of woodwork and quality grade specified, unless otherwise indicated.



.2 Urea-Formaldehyde Resins: Composite wood and agrifiber products, including core materials inside the building, must contain no added urea-formaldehyde resins. This is referred to in this specification as Urea-Formaldehyde Free (UFF). Adhesives used to fabricate laminated assemblies containing these products must contain no ureaformaldehyde (UFF).

2.2 LUMBER MATERIAL

.1 Softwood lumber: unless specified otherwise, S4S, moisture content 19% or less in accordance with following standards:

.1 CSA-O141.



.2 Machine stress-rated lumber is acceptable.

.3 Hardwood lumber: Moisture content 19% or less in accordance with the following standards:

.1 National Hardwood Lumber Association (NHLA).


2.3 PANEL MATERIALS

.1 Hardwood Plywood: CHPVA, graded in accordance with AWMAC installation; veneer core, type of glue recommended for application.

.2 Provide laminated ply edge with plastic laminate at counter tops in non-moisture areas and at typical gable frames.

.3 Provide Baltic Birch or Apply Ply (laminated ply) at all drawers.

.4 Provide Veneer Plywood Cores at the following locations:

.1 Core for countertops with plumbing cut-outs.

.2 High humidity areas.

.3 All food service areas.

.5 Veneer: Rift cut, Western Hemlock with 25º clear lacquer finish, on plywood or MDF substrate as indicated.

.6 Medium Density Fibreboard (MDF): NPA A208.2; composed of wood particles reduced to fibres, made with high waterproof resin binders; of grade to suit application; sanded faces.

.7 Thermofused Melamine (Melamine): NEMA LD3 Grade VGL, melamine-impregnated decorative paper thermally fused to particleboard.

.8 Nails and staples: Suitable for intended use.

.9 Wood screws: Stainless steel, type and size to suit application.

.10 Sealant: As specified Section 07 92 00.

.11 Adhesives: CSA 0112 series, in accordance with manufacturer’s recommendations and AWMAC Quality Standards.



2.4 PLASTIC LAMINATE

.1 Plastic Laminate shall be high pressure laminated plastic manufactured and graded in accordance with CAN 3.A172 M79 or NEMA LD3 – 1991 class 1.

.2 Plastic laminate colors: Refer to Colour Schedule.

.3 Laminated plastic backing sheet: Grade BKL, not less than 0.5 mm thick or same thickness (and colour) as face laminate.

.4 Laminated plastic liner sheet: Grade CLS, 0.5 mm thick, {white} colour.

.5 Post-formed back splash edge is not acceptable.

2.5 CABINET HARDWARE

.1 Cabinet hardware shall be:

.1 Kitchen + Prep Room Pulls: Stainless steel Richelieu #3487 length 208 mm at all doors/drawers under 1220 mm; Richelieu #3487 length 566 mm at all doors/drawers over 1220 mm.

.2 Visitor Centre + Giftshop Pulls: Richelieu Contemporary Aluminum Edge Pull – 9898. Finish: Stainless Steel. Centre to Centre dimension: 25mm

.3 Hinges: Fully concealed 110 degree Blum or equivalent

.4 Drawer Glides: Blum or equal; heavy duty, full extension; to be sized to accommodate full weight of drawer.

.5 Door and Drawer Locks: Corbin 0738 and 0737 pin tumbler x 26D with matching #75 strike.

.6 Recessed adjustable shelf standards

.7 Display Hardware: C. R. Laurence Co. Blumcraft 1301-SM Display Case Doors with Surface Mounted Pivots in satin clear anodized aluminum and #7150 lever type cam lock in bottom rail.

.8 Adjustable Hardware for Glass Shelves:

.1 C. R. Laurence Co. Brite Zinc Plated Steel Shelf Supports #KV333.

.2 C. R. Laurence Floor-to-Ceiling Cable Kit for 3/8" to 1/2" Glass Y0003CR

.3 C. R. Laurence Horizontal Shelf Connector Y031CR

.9 Metal Cable Grommet: Richeleu #20692170 two-part grommet in zamac, stainless steel finish, 47 mm drilling diameter, 56 mm overall diameter.

.10 Fishing rod rack display:

.1 DUBRO System – Trac-A-Rod

.2 Or approved alternate

2.6 DISPLAY CASE GLASS

.1 Display case doors and shelving to be 12.5mm tempered safety glass.

2.7 FINISHES

.1 Factory finish to the greatest extent possible prior to shipping to the site.



.2 Finishes shall be applied in accordance with QSI manual.

.3 Field touch-up shall be the responsibility of the Installer and shall include the filling and touch-up of exposed job-made nail and screw holes, refinishing of raw surface resulting from job fitting, repair of job-inflicted scratches and mars, and final cleaning up of the finished surfaces.

2.8 ACCESSORIES

.1 Fasteners: Size and type to suit application.

.2 Concealed Joint Fasteners: Threaded steel.

.3 Lumber for Shimming and Blocking: Softwood lumber species.

.4 Wood Filler: Tinted to match surface finish colour.

2.9 FABRICATION

.1 Fabricate to AWMAC “Custom” Quality Standards as indicated.

.2 Shop prepare and identify components for matching grain matching during site erection.

.3 When necessary to cut and fit on site, provide materials with ample allowance for site cutting. Provide trim for scribing and site cutting.

.4 Perform machining and joinery to AWMAC standard.

.5 Set nails and countersink screws apply plain wood filler to indentations, sand smooth and leave ready to receive finish.

.6 Shop install cabinet hardware for doors, shelves and drawers. Recess shelf standards unless noted otherwise.

.7 Shelving for cabinetwork to be adjustable unless otherwise noted.

.8 Provide cutouts for plumbing fixtures, inserts, appliances, outlet boxes and other fixtures.

.9 Shop assemble work for delivery to site in size easily handled and to ensure passage through building openings.

.10 Obtain governing dimensions before fabricating items that are to accommodate or abut appliances, equipment and other materials.

.11 Ensure adjacent parts of continuous laminate work match in colour and pattern.

.12 Veneer laminated plastic to core material in accordance with adhesive manufacturer's instructions.

.1 Ensure core and laminate profiles coincide to provide continuous support and bond over entire surface.

.2 Use continuous lengths up to 3000 mm (10 feet). Keep joints 600 mm (24 inches) from sink cutouts.

.13 Use straight self-edging laminate strip for flatwork to cover exposed edge of core material. Chamfer exposed edges uniformly at approximately 20 degrees. Do not mitre laminate edges.

.14 Apply laminate backing sheet to reverse side of core of plastic laminate work.

.15 Apply laminated plastic liner sheet to interior of cabinetry.



3 EXECUTION

3.1 EXAMINATION




.4 Verify adequacy of backing and support framing.

.5 Verify mechanical, electrical, and building items affecting work of this section are placed and ready to receive this work.

3.2 INSTALLATION

.1 Perform architectural woodwork to Quality Standards of the Architectural Woodwork Manufacturers Association of Canada (AWMAC), except where specified otherwise.

.2 Install prefinished millwork at locations shown on drawings. Position accurately, level, plumb, and straight.

.3 Fasten and anchor millwork securely. Provide heavy duty fixture attachments for wall mounted cabinets.

.4 Use draw bolts in countertop joints.

.5 Scribe and cut as required to fit abutting walls and to fit properly into recesses and to accommodate piping, columns, fixtures, outlets, or other projecting, intersecting, or penetrating objects.

.6 At junction of plastic laminate counter back splash and adjacent wall finish, apply small bead of sealant.

.7 Fit hardware accurately and securely in accordance with manufacturer's written instructions.

3.3 CLEANING

.1 Clean millwork and cabinetry of dust, smears, and smudges, inside and outside.

.2 Remove excess glue from surfaces.

3.4 PROTECTION

.1 Protect from damage until final inspection.

3.5 SCHEDULE (REFER TO DRAWINGS FOR DIMENSIONS)

.1 ITEM DESCRIPTION ROOM NAME TYPE

M-101 Visitor Centre Desk 101 Visitor Centre A.1

M-102 Gift Shop Desk 102 Gift Shop A.1

M-103 Computer Desk 101 Visitor Centre A.1

M-104 Display Modules 102 Giftshop A.2



M105 Display Modules 101 Visitor Centre A.2

M-106 Display Modules 101 Visitor Centre A.2

M-107 Display Modules 102 Giftshop A.2

M-108 Kitchen Millwork 104 Kitchen B

M-109 Prep Room Counter 111 Prep Room B

M-110 Storage Millwork 111 Prep Room B

M-111 Prep Room Island 111 Prep Room C

.2 Type A.1: All exposed surfaces rift cut Western Hemlock veneer unless noted otherwise, on Plywood or MDF substrate as indicated on drawings. Decorative Laminate in locations as noted on drawings on Plywood or MDF substrates indicated. To AWMAC Custom Grade. Plastic laminate countertop, Deep Blue.

.3 Type A.2: All exposed surfaces rift cut Western Hemlock veneer unless noted otherwise, on Plywood or MDF substrate as indicated on drawings. Varied decorative Laminate in locations as noted on drawings on Plywood or MDF substrates indicated. Tempered Glass Doors and Shelves where indicated. Panphlet Moveable display shelves: Laminated Ply with Western Hemlock veneer. To AWMAC Custom Grade.

.4 TYPE B: Plastic laminate (PLAM2) square edge taped at all exposed surfaces. Plastic Laminate at all interiors/semi exposed uppers and lowers. Drawers Baltic Birch.To AWMAC Custom Grade.

.5 TYPE C: Plastic laminate (PLAM2) square edge taped at all exposed surfaces. Solid laminated maple counter top. Plastic Laminate at all interiors/semi exposed uppers and lowers. Drawers Baltic Birch To AWMAC Custom Grade.

END OF SECTION

QUESNEL MUSEUM RENOVATION SECTION 07 21 00 THERMAL INSULATION PAGE 1 OF 6


PART 1 - GENERAL


1. Supply and install all insulation materials required to insulate building, where noted below and on the Drawings.

2. The work of this section shall include the supply and installation of the following:

.1 Rigid Insulation Board, at exterior concrete foundation walls and slabs on grade.

.2 Thermal Batt Insulation at vestibule.

.3 Acoustic and Fire Batt Insulation at interior wall and ceiling cavities.

.4 Spray Polyurethane Foam Insulation at walls as indicated.

.5 Spray Foam Sealant at voids as required for continuity of thermal insulation.


1. Section 06 10 00 - Rough Carpentry

2. Section 07 26 00 - Vapour Retarders

3. Section 07 27 00 - Air Barriers

4. Section 07 52 16 - SBS Modified Bitumen Membrane Roofing

5. Section 07 84 00 - Fire Stop Systems

6. Section 09 21 16 - Gypsum Board Assemblies

1.3 REFERENCES

1. ASTM E136-11 - Behavior of Materials in a Vertical Tube Furnace at 750°C.

2. ASTM C665-06 - Mineral-Fiber Blanket Thermal Insulation for Light Frame Construction and Manufactured Housing.

3. CSA B149.1-10 – Natural Gas and Propane Installation Code.

4. CSA B149.2-10 – Propane Storage and Handling Code.

5. CAN/ULC S101-07 - Fire Endurance Tests of Building Construction and Materials.

6. CAN/ULC S107-10 - Fire Tests of Roof Coverings.

7. CAN/ULC S114-05 - Test for Determination of Non-Combustibility in Building Materials.

8. CAN/ULC S604-M91 – Standard for Factory-Built Type A Chimneys.

9. CAN/ULC S701-11 - Thermal Insulation, Polystyrene, Boards and Pipe Covering.

10. CAN/ULC S702-09 - Thermal Insulation, Mineral Fibre, for Buildings.



11. CAN/ULC S704-11 - Thermal Insulation, Polyurethane and Polyisocyanurate Boards, Faced.

12. CAN/ULC S705.1-01 - Thermal Insulation - Spray Applied Rigid Polyurethane Foam, Medium Density - Material - Specification (including Amendment 3).

13. CAN/ULC S705.2-05 - Thermal Insulation – Spray Applied Rigid Polyurethane Foam, Medium Density, Application.


1. Coordination:

.1 Coordinate with other work having a direct bearing on work of this section.

.2 Coordinate the work with Section 07 26 00 for installation of vapour retarder and Section 07 27 00 for air seal materials.

2. Pre-installation Meetings: Convene one (1) week before starting work of this section.

1.5 SUBMITTALS

1. Product Data: Provide data on product characteristics, performance criteria, and limitations.

2. Installation Data: Indicate special environmental conditions and manufacturer's special installation requirements.


1. Manufacturer Qualifications: Company specializing in manufacturing the Products specified in this section with minimum five (5) years documented experience.

2. Installer Qualifications: A company specializing in performing the work of this section with minimum five (5) years documented experience.

3. Spray Foam Installer Qualifications: Applicators to be licensed and certified by the SPF Quality Assurance Program used by CUFCA.

1.7 REGULATORY REQUIREMENTS

1. Spray Foam:

.1 Conform to applicable code for flame and smoke requirements.

.2 CAN/ULC S107: Class A Fire Hazard Classification.

1.8 SITE CONDITIONS

1. Ambient Conditions:

.1 Do not install insulation adhesives when temperature or weather conditions are detrimental to successful installation.

.2 Do not install spray foam insulation when ambient temperature is lower than 20°C (70°F), or as recommended by manufacturer.



PART 2 - PRODUCTS

2.1 RIGID INSULATION BOARD

1. Extruded Polystyrene Rigid Insulation: CAN/ULC S701 Type 4, conforming to the following:

.1 Compressive Strength: 30 psi.

.2 Thermal Resistance: RSI = 0.87/25 mm (R-5.0 per inch).

.3 Board Thickness: As indicated.

.4 Board Edges: Shiplap edges.

.5 Specified product: FOAMULAR C-300 by OWENS CORNING, or approved alternate.

2.2 THERMAL BATT INSULATION

1. Non-combustible, lightweight, semi-rigid stone wool batt insulation to CAN/ULC-S702, Type 1, conforming to the following:

.1 Thickness: As indicated.

.2 Thermal Resistance: RSI = 4.23/140 mm (R-24.0 per 5.5 inches).

.3 Specified product: COMFORTBATT by ROXUL, or approved alternate.

2.3 ACOUSTIC AND FIRE BATT INSULATION

1. Non-combustible, lightweight stone wool insulation to CAN/ULC S702, Type 1, conforming to the following:

.1 Fire resistance to ASTM E136.

.2 Sound control to ASTM E90 and ASTM E423.

.3 Thickness: As indicated.

.4 Specified product: ROXUL AFB by ROXUL, or approved alternate.

2.4 SPRAY FOAM INSULATION

1. Closed cell, medium density, spray applied polyurethane foam insulation, to CAN/ULC S705.1, conforming to the following:

.1 Water vapour permeance: 0.70 Perms at thicknesses greater than 50mm.

.2 Specified product: WALLTITE ECO by BASF, or approved alternate.

2. VOC compliant one-component, low expansion, post-expanding spray applied polyurethane foam sealant.

3. Protection:

.1 Foam-in-place insulation must be protected from interior space by an approved thermal barrier in conformance with the B.C. Building Code.



.2 Acceptable thermal barriers include manufacturer recommended cementitious barrier or standard wall and ceiling finishes as specified elsewhere.

2.5 ACCESSORIES

1. Primer and Adhesive Material: As recommended by roof system manufacturer.

2. Tape: Bright aluminum, self-adhering type, 50 mm (2 inches) wide.

3. Sealant: As recommended by roof system manufacturer

4. Insulation Fasteners: Impaling clip of galvanized steel with washer retainer, to be adhered to surface to receive board insulation, length to suit insulation thickness and substrate, capable of securely and rigidly fastening insulation in place.

5. Insulation clips: Impale type stick clips, 2.69 mm (12 gauge) diameter spindle, on a 50 mm (2 inch) square x 0.7 mm (24 gauge) thick perforated steel base plate, complete with 50 mm (2 inch) diameter self-locking washers, all zinc plated, and adhesive to suit substrate.

2.6 ROOF INSULATION BOARD

1. Roof insulation board in accordance with Section 07 52 16.

PART 3 - EXECUTION

3.1 EXAMINATION

1. Verify existing conditions before starting work.

2. Verify that substrate, adjacent materials, and insulation boards are dry and ready to receive insulation.

3.2 PREPARATION

1. Spray Foam Insulation: Mask and protect adjacent surfaces from over spray or dusting.

2. Spray Fibrous Insulation:

.1 Clean off any dust, loose dirt, foreign material, etc. on surfaces to which the Work is to be applied, which could otherwise create a false bond.

.2 Verify bond requirements and compatibility of all surfaces to receive insulation materials.

.3 Ensure that ducts, piping, equipment, or other items which would interfere with application of insulation are not positioned until insulation work is completed.

3.3 WORK TECHNIQUE

1. Install insulation after building substrate materials are dry and have been reviewed by the Consultant.

2. Install insulation to maintain continuity of thermal protection to building elements and spaces, as indicated on drawings.



3. Fit insulation tight around electrical boxes, plumbing and heating pipes and ducts, around exterior doors and windows and other protrusions.

4. Keep insulation minimum 75 mm (3 inches) from heat emitting devices such as recessed light fixtures, and minimum 50 mm (2 inches) from sidewalls of CAN/CGA B149.1 and CAN/CGA B149.2 type B and L vents.

5. Cut and trim insulation neatly to fit spaces. Butt joints tightly, offset vertical joints. Use only insulation boards free from chipped or broken edges. Use largest possible dimensions to reduce number of joints.

6. Seal unavoidable gaps and joints between boards with spray-applied insulation.

7. Offset both vertical and horizontal joints in multiple layer applications.

8. Do not enclose insulation until it has been inspected and reviewed by the Consultants.

3.4 INSTALLATION – BATT INSULATION

1. Install thermal batt insulation to exterior building elements and spaces as indicated on Drawings.

2. Install acoustic and fire batt insulation where indicated to maintain sound attenuation of separation in building elements and spaces.

3. Do not compress insulation excessively to fit into spaces.

4. Use mineral fibre fire-resistant insulation where part of fire separation systems, in accordance with ULC designs indicated.

3.5 INSTALLATION – BOARD INSULATION

1. Install rigid board insulation where required, continuous, with edges tightly butted, and securely fastened.

2. Leave insulation board joints unbonded over line of expansion and control joints. Bond a continuous 150 mm (6 inch) wide modified bituminous membrane over expansion and control joints using compatible adhesive and primer before application of insulation.

3.6 INSTALLATION – SPRAY FOAM INSULATION

1. Apply insulation to CAN/ULC S705.2 and manufacturer's instructions.

2. Apply insulation by spray method, to a uniform monolithic density without voids.

3. Apply to depth indicated on drawings.

4. Patch damaged areas.

3.7 INSTALLATION – FOAM SEALANT

1. Install foam sealant to manufacturer's instructions, into cavities around windows and doors, and other penetration openings.



3.8 CLEANING

1. Upon completion of installation, remove surplus materials, rubbish, tools and equipment barriers.

2. Remove sprayed thermal insulation from surfaces not specifically required to be insulated.

3.9 PROTECTION

1. Do not permit work to be damaged prior to covering insulation.

END OF SECTION

QUESNEL MUSEUM RENOVATION SECTION 07 27 00 AIR BARRIER MEMBRANE + MEMBRANE FLASHING PAGE 1 OF 5



.1 Self adhesive membrane flashing at openings of walls (windows & doors) transitions, and penetrations where applicable and at other locations as noted on drawings.

.2 Self adhesive and liquid-applied membrane (Air Barrier) to walls where noted.


.1 Section 01 74 19 - Construction Waste Management and Disposal.

.2 Section 08 41 13 – Aluminum Framed Storefront

.3 Section 09 21 16 - Gypsum Board Assemblies

1.3 REFERENCES

.1 AATCC 127-2008 – Water Resistance: Hydrostatic Pressure Test.

.2 ASTM D412-06a (2013) - Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers;Tension.

.3 ASTM D903-98 (2010) - Standard Test Method for Peel or Stripping Strength of Adhesive Bonds.

.4 ASTM D1970/D1970M-13 - Standard Specification for Self-Adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roofing Underlayment for Ice Dam Protection.

.5 ASTM D4541-09e1 - Standard Test Method for Pull-Off Strength of Coatings Using Portable Adhesion Testers.

.6 ASTM D5034-09 (2013) - Standard Test Method for Breaking Strength and Elongation of Textile Fabrics (Grab Test).

.7 ASTM E96/E96M-12 - Standard Test Methods for Water Vapor Transmission of Materials.

.8 ASTM E154/E154M08a (2013)e1 - Standard Test Methods for Water Vapor Retarders Used in Contact with Earth Under Concrete Slabs, on Walls, or as Ground Cover.

.9 ASTM E2178-13 - Standard Test Method for Air Permeance of Building Materials.

.10 ASTM E2357-11 - Standard Test Method for Determining Air Leakage of Air Barrier Assemblies.

.11 NFPA 285-2012 - Standard Fire Test Method for Evaluation of Fire Propagation Characteristics of Exterior Non-Load-Bearing Wall Assemblies Containing Combustible Components.


.1 Coordination:


.2 Pre-installation Meetings: Convene one (1) week before starting work of this section.



1.5 SUBMITTALS

.1 Product Data.

.1 Submit manufacturer's printed product literature, specifications, and data sheets.


.3 Test Reports: Certified test reports showing compliance with specified performance characteristics and physical properties.



.1 Manufacturer Qualifications: Company specializing in manufacturing Products specified in this section with minimum five (5) years’ documented experience.

.2 Installer Qualifications: Company specializing in performing work of this section with minimum five (5) years’ documented experience, and approved by the manufacturer.


.1 Store rolls of self adhesive membrane flashing and building paper standing on end, on clean dry surface.

.2 Store in dry location at minimum 10°C (50°F).

.3 Keep rolls in original packaging and remove only when ready for installation.

1.8 SITE CONDITIONS

.1 Do not apply membrane flashing when ambient temperatures are below 10°C (50°F) for 24 hours before application.

.2 For applications below 10°C (50°F), follow manufacturer’s recommendations.

.3 Ensure surfaces are dry prior to application.

1.9 SEQUENCING

.1 Sequence work to permit installation of materials in conjunction with related materials and seals.

.2 Do not allow membrane to be exposed longer than three (3) weeks.

.3 Refer to window sequencing drawings and other building envelope related details.

.4 Sequence installation of work so materials overlap shingle style to drain water away from building envelope.

2 PRODUCTS

2.1 PRIMERS - FOR SELF ADHESIVE MEMBRANES

.1 As recommended by membrane manufacturer.



2.2 SELF ADHESIVE AIR BARRIER MEMBRANE

.1 Self-Adhered Air Barrier Membrane: Vapour permeable membrane of breathable carrier film with adhesive.

.2 Physical properties:

.1 Air Permeance: To ASTM E2178, 0.002L/s/m2 (0.0004 cfm/ft2 ).

.2 Assembly Air Permeance: To ASTM E2357, 0.004L/s/m2 (0.0008 cfm/ft2 ).

.3 Water Vapor Permeance: To ASTM E96, Minimum 15 perms.

.4 Water Resistance: To AATCC-127, Minimum 5 hrs.

.5 Breaking Force: To ASTM D5034, 55 lbf MD, and 44 lbf CD.

.6 Pull Adhesion: ASTM D4541, minimum 15 psi to primed glass faced gypsum sheathing, minimum 12 psi to primed CMU.

.7 Peel Adhesion: To ASTM D903, minimum 4 pli to air barrier, minimum 2.5 pli to primed CMU.

.8 UV Exposure Limit: Not more than 150 calendar days.

.3 Approved products:

.1 SOPRASEAL STICK VP by SOPREMA .4 Air barrier through wall and transition membranes.

.1 SOPRASEAL WFM by SOPREMA, and

.2 SOPRASEAL STICK 1100T

2.3 FOIL FACED SELF ADHESIVE MEMBRANE

.1 Transition Membrane: Self-adhering rubberized asphalt integrally bonded to aluminum faced film:

.1 Physical properties:

.1 Water Vapour Transmission: To ASTM E96 Method B, maximum 2.9 ng/m2·s·Pa (0.05 perms).

.2 Air Permeance at 75Pa (0.3 in. water) pressure difference: Maximum 0.0006 L/s·m2 (0.00012 cfm/ft2).

.3 Puncture Resistance: To ASTM E154, minimum 311 N (70 lbs.).

.4 Low Temperature Flexibility: To ASTM D1970, unaffected to -43ºC (-45ºF).

.5 Tensile Strength: To ASTM D412, Die C Modified, Minimum 600 psi.

.6 Elongation, Ultimate Failure of Rubberized Asphalt: To ASTM D412, Die C, minimum 200%.

.2 Approved products:

.1 SOPRASOLIN HD by SOPREMA.

3 EXECUTION

3.1 EXAMINATION

.1 Verify that surfaces and conditions are ready to accept the work of this section.



3.2 SURFACE PREPARATION

.1 Apply primer as recommended for all substrates to ensure positive membrane adhesion.

.2 Clean and prepare surfaces to receive self adhesive membrane flashing in accordance with manufacturer's instructions. Ensure surfaces are clean, dry, and free of matter which may impair adhesion of the products.

.3 Fill plug holes larger than 25 mm (1 inch) in concrete substrates prior to membrane application.

.4 If primer is not covered by membrane within 12 hours, re-prime surfaces.

.5 Where applicable attach to SBS roofing materials in accordance with membrane manufacturer’s recommendation and as detailed.

3.3 SELF ADHESIVE MEMBRANE FLASHING APPLICATION

.1 Apply self adhesive membrane flashing to primed substrate in accordance with manufacturer’s instructions.

.2 Install membrane onto primed surface by peeling back paper backing on underside and adhering membrane to surface. Roll out sheets to minimize wrinkles and bubbles. Apply hand pressure over surface of membrane to remove trapped air beneath membrane. Apply pressure with roller to ensure full adhesion of membrane to surface and to remove ‘fish-mouthing’.

.3 Membranes shall be shingle lapped to drain. Where membrane terminates on a vertical surface, and is not lapped by a membrane above, apply termination mastic/sealant along leading edge of membrane.

.4 Use Self Adhesive Membrane Flashing Gusset in all locations where membrane must be made to stretch.

.5 Seal edges of membrane with sealant at end of day’s work.

.6 Overlap all seams at least 65mm.

.7 Seal all terminations on horizontal applications with a trowelled bead of elastomeric termination mastic/sealant.

.8 Repair holes and tears in membrane with appropriate membrane material. Repair must exceed affected surface area by at least 100 mm (4 inches). Seal membrane piece applied for repair around its edges with mastic.

.9 Install membrane carefully around openings in wall to prevent air leakage at these areas (refer to drawings and details). Install membrane to effect continuous seal at construction elements such as foundations, roofs and walls, and at junctions of different materials or construction types.

3.4 SELF ADHESIVE AIR BARRIER APPLICATION

.1 Install air barrier to dry surfaces at air and surface temperatures of 4°C (40°F) and above in accordance with manufacturer's recommendations, at locations indicated on Construction Documents.

.2 Prime substrate to receive air barrier membrane as required per manufacturers written instructions.

.3 Precut pieces of air barrier into easily handled lengths.

.4 Remove release linear and position membrane carefully before placing against the surface.



.5 Begin installation at the base of the wall placing top edge of membrane immediately below any masonry reinforcement or ties protruding from substrate.

.6 When properly positioned, place against surface by pressing firmly into place. Roll membrane with extension-handled countertop roller immediately after placement. Roll out sheets to minimize wrinkles and bubbles. Apply pressure with roller to ensure full adhesion of membrane to surface and to remove ‘fish-mouthing’.

.7 Overlap adjacent pieces 50 mm (2 inches) and roll seams.

.8 Subsequent sheets of membrane applied above to be positioned immediately below masonry reinforcement or ties. Bottom edge to be slit to fit around reinforcing wires or ties, and membrane to overlap the membrane sheet below by 50 mm (2 inches). Roll firmly into place.

.9 Seal around masonry reinforcing or ties and all penetrations with penetration & termination sealant.

.10 Ensure membrane has continuous backing over joints wider than 6 mm (1/4 inch).

.11 Coordinate the installation of air barrier with roof installer to ensure continuity of membrane with roof air barrier.

.12 At end of each working day seal top edge of air barrier to substrate with termination sealant.

.13 Do not expose air barrier membrane to sunlight for more than 150 days prior to enclosure.

.14 Inspect installation prior to enclosing and repair punctures, damaged areas and inadequately lapped seams with a patch of the membrane sized to extend 150 mm (6 inches) in all directions from the perimeter of the affected area.

3.5 PROTECTION

.1 Protect waterproofing and air/vapour barrier membranes from excessively high temperatures.

END OF SECTION

QUESNEL MUSEUM RENOVATION SECTION 07 42 13 PREFORMED METAL PANEL PAGE 1 OF 3


PART 1 - GENERAL


.1 This section covers the pre-finished, pre-fabricated Architectural metal wall panel system. All metal trim, accessories, fasteners, insulation and sealants indicated on the drawings as part of this section.

.2 Drawings and general provisions of the Contract, including general and Supplementary Conditions and Division 01 Specifications, apply to this section.

1.2 REFERENCES

1.3 SUBMITTALS

.1 Furnish detailed drawings showing profile and gauge of exterior sheets, location and type of fasteners, location, gauges, shape and method of attachment of all trim locations and types of sealants, and any other details as may be required for a weather-tight installation.

.2 Provide finish samples of all colors specified.

.3 Shop drawings: Show fabrication and installation layouts of metal wall panels or metal soffit panels, details of edge conditions, panel profiles, corners, anchorages, trim, flashings, closures and accessories, and special details. Distinguish between factory and field-assembled work

.4 Coordination Drawings: Plans, drawn to scale, on which the following are shown and coordinated with each other, based on input from installer of the items involved.


.1 Sheet Metal Industry Standard: Comply with Sheet Metal and Air Conditioning Contractors National Association (SMACNA) Architectural Sheet Metal Manual.

.2 Panels shall be factory-produced only. No portable, installer-owned or installer-rented machines will be permitted.

PART 2 - 2 PRODUCTS

2.1 PANEL DESIGN

.1 General: Provide factory-formed metal wall panels designed for fascia and trim applications.

.2 Wall panels shall be Flush Wall 12" widths with 1" height, smooth finish.

.3 Forming: Use continuous end rolling method. No end laps on panels. No portable rollforming machines will be permitted on this project, no installer-owned or installer-rented machines will be permitted. It is the intent of the Architect to provide Factory-Manufactured panel systems only for this project.

2.2 ACCEPTABLE MANUFACTURERS

.1 Petersen Aluminum Corp, Elk Grove Village, IL, 800-323-1960Petersen Aluminum Corp, Phoenix, AZ, 833-750-1935 Flush Wall

QUESNEL MUSEUM RENOVATION SECTION 07 42 13 PREFORMED METAL PANEL PAGE 2 OF 3



2.3 MATERIALS AND FINISHES

.1 Preformed metal panels shall be fabricated of 24 GA and shall be Herr-Voss corrective leveled for flat appearance.

1. Color: Refer to Finish Schedule

2. Finish: Kynar 500 or Hylar 5000 Fluorocarbon coating with a top side film thickness of 0.70 to 0.90 mil over a 0.25 to 0.3 mil prime coat to provide a total dry film thickness of 0.95 to 1.25 mil, to meet AAMA 621. Bottom side shall be coated with a primer with a dry film thickness of 0.25 mil. Finish shall conform to all tests for adhesions, flexibility and longevity as specified by Kynar 500 or Hylar 5000 finish supplier.

3. Trim: Trim shall be fabricated of the same material and finish to match the profile, and will be press broken in lengths of 10 to 12 feet. Trim shall be formed only by the manufacturer of their approved dealer. Trim to be erected in overlapped condition. Use lap strips only as indicated on drawings. Miter conditions shall be factory welded material to match the sheeting.

4. Accessories/Fasteners: Fasteners shall be of type, material, size, corrosion resistance, holding power and other properties required to fasten miscellaneous framing members to substrates. Accessories and their fasteners shall be capable of resisting the specified design wind uplift forces and shall allow for thermal movement of the wall panel system. Exposed fasteners shall not restrict free movement of the roof panel system resulting from thermal forces, except at designed points of roof panel fixity

.2 Underlayment: On all surfaces to be covered with metal wall panels, furnish and install a 40 mil "Peel & Stick membrane", required as outlined by metal panel manufacturer. Membrane to be a minimum of 40 mil thickness, smooth, non-granular.

1. Sealants

.1 Provide two-part polysulfide class B non-sag type for vertical and horizontal joints or

.2 One part polysulfide not containing pitch or phenolic extenders or

.3 Exterior grade silicone sealant recommended by roofing manufacturer or

.4 One part non-sag, gun grade exterior type polyurethane recommended by the roofing manufacturer.

2.4 FABRICATION

.1 Comply with dimensions, profile limitations, gauges and fabrication details shown and if not shown, provide manufacturer’s standard product fabrication.

.1 Max panel length is 55'.

2. Fabricate components of the system in factory, ready for field assembly.

3. Fabricate components and assemble units to comply with fire performance requirements specified.

QUESNEL MUSEUM RENOVATION SECTION 07 42 13 PREFORMED METAL PANEL

PAGE 3 OF 3


4. Apply specified finishes in conformance with manufacturer’s standard, and according tomanufacturer’s instructions.

PART 3 - EXECUTION

3.1 EXAMINATION

.1 Examine alignment of structural steel and related supports, primary and secondary roof framing, solid roof sheathing, prior to installation.

.2 For the record, prepare written report, endorsed by installer, listing conditions detrimental to performance of the Work.

.3 Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 PREPARATION

.1 Compliance: Comply with manufacturer’s product data, recommendations and installation instructions for substrate verification, preparation requirements and installation.

.2 Panels shall be installed plumb and true in a proper alignment and in relation to the structural framing. The erector must have at least five years successful experience with similar applications.

.3 Install metal panels, fasteners, trim and related sealants in accordance with approved shop drawings and as may be required for a weather-tight installation.

.4 Provide uniform, neat seams.

.5 Fasteners: Conceal fasteners where possible in exposed work. Cover and seal fasteners and anchors for watertight and leakproof installation.

.6 Remove all strippable coating and provide a dry-wipe down cleaning of the panels as they are erected.

3.3 CLEANING

.1 Cleaning: Remove temporary coverings and protection of adjacent work areas. Repair or replace damage installed products. Clean installed products in accordance with manufacturer's instruction prior to owner's acceptance. Remove construction debris from project site and legally dispose of debris.

END OF SECTION

QUESNEL MUSEUM RENOVATION SECTION 07 52 16 SBS MODIFIED BITUMINOUS MEMBRANE ROOFING

PAGE 1 OF 8


PART 1 - GENERAL


.1 Furnish all labour, materials, equipment and services necessary for the complete supply and installation of insulated membrane roofing as indicated on the drawings and as specified.

.2 Supply and install roofing to all curbs for roof mounted mechanical and other equipment. Coordinate roofing at all rooftop curb conditions with shop drawings showing mounting conditions for all rooftop electrical and mechanical equipment. All rooftop curb details shall be done in accordance with RCABC standards and to the satisfaction of the Consultant.


.1 Section 05 50 00 - Metal Fabrications

.2 Section 06 10 00 - Rough Carpentry

.3 Section 07 62 00 - Sheet Metal Flashings

.4 Section 07 84 00 - Firestopping

.5 Section 07 92 00 - Joint Sealants

1.3 REFERENCES

.1 .1 ASTM D4-86(2004) Specification for Asphalt Primer Used in Roofing, Dampproofing, and Waterproofing.

.2 .2 ASTM D4586-00 Specification for Asphalt Roof Cement, Asbestos Free

.3 ASTM D 6162, Standard Specification for Styrene Butadiene Styrene (SBS) Modified Bituminous Sheet Materials Using a Combination of Polyester and Glass Fibre Reinforcements.

.4 ASTM D 6163, Standard Specification for Styrene Butadiene Styrene (SBS) Modified Bituminous Sheet Materials Using Glass Fibre Reinforcements.

.5 ASTM D 6164, Standard Specification for Styrene Butadiene Styrene (SBS) Modified Bituminous Sheet Materials Using Polyester Reinforcements.

.6 ASTM E84-05E1 Test Method for Surface Burning Characteristics of Building Materials.

.7 .5 ASTM E96M-05 Test Methods for Water Vapour Transmission of Materials.

.8 CAN/ULC-S107-10, Methods of Fire Tests of Roof Coverings.

.9 CAN/ULC-S701-11, Expanded Polystyrene Insulation Board and Pipe Covering.

.10 CAN/ULC S704-011, Thermal Insulation, Polyurethane and Polyisocyanurate, Boards Faced].

.11 CAN/ULC S770-03 Standard Test Method for Determination of Long-term Thermal Resistance of Closed-Cell Thermal Insulating Foams


PAGE 2 OF 8


.12 CSA A123.4-04 - Asphalt for Constructing Built-Up Roof Coverings and Waterproofing Systems

.13 CSA A123.21-10, Standard test method for the dynamic wind uplift resistance of membrane-roofing systems.

.14 CGSB 37.56–M (9th Draft), Membrane, Modified, Bituminous, Prefabricated, and Reinforced for Roofing

.15 FM 4470 Standard.

.16 RCABC (Roofing Contractors Association of British Columbia) – Roofing Practices Manual.


.1 Coordination:


.2 Coordinate the work with the installation of associated metal flashings, as the work of this section proceeds.

.2 Pre-installation Meetings:

.1 Convene one (1) week before starting work of this section.

.2 Review preparation and installation procedures and coordinating and scheduling required with related work.

1.5 SUBMITTALS

.1 Technical data sheets that describe the physical properties of materials and explanations about product installation, including restrictions, limitations and other manufacturer recommendations.

.2 Manufacturer's document certifying roofing system meets the requirements of CAN/ULC-S107 for Class C fire hazard classification.

.3 Shop drawings for tapered insulation package.

.4 Report, issued by a certified materials testing laboratory, attesting that the specified roofing system was tested in accordance with CSA A123.21-10, Standard test method for the dynamic wind uplift resistance of membrane-roofing systems. Test results shall demonstrate that the roofing system design provides a Dynamic Uplift Resistance (DUR) to resist wind loads expected in this geographical region.

.5 Report showing that the specified roofing system has been tested for Wind Uplift Resistance in accordance with FM 4470 Standard. Test results shall demonstrate that the roofing system design will provide the minimum required resistance for the field surface of the roof to resist wind loads expected in this geographical region, and that edges and corners will be installed in accordance with the requirements listed in FM PLPDS 1-29.

.6 Closeout Submittals:

.1 Warranty Documentation


PAGE 3 OF 8



.1 Perform Work in accordance with RCABC – Roofing Practices Manual.

.2 Compatibility

.1 All waterproofing materials will be provided by the same manufacturer.

.3 Contractor Qualifications

.1 Roofing contractors and sub-contractors must have a minimum five (5) years documented experience and be a member in good standing with RCABC.

.2 Roofing contractors and sub-contractors must, when tendering and during works, possess a roofing contractor operating license.

.3 Roofing contractors and sub-contractors must also be registered with SOPREMA’s PAQ + S program, and provide the Consultant with a written certificate issued by SOPREMA to this effect before beginning any roofing work.

1.7 MATERIALS STORAGE AND DELIVERY

.1 All materials will be delivered and stored in their original packaging, in conformance with the requirements described in the manufacturer’s technical documentation.

.2 At all times, materials will be adequately protected and stored in a dry and properly ventilated area, away from any welding flame or spark, and sheltered from the elements and any harmful substances.

.3 Store adhesives and solvent-based mastics at a minimum of 5 °C (41 °F).

.4 Materials delivered in rolls will be carefully stored upright; flashings will be stored to avoid wrinkling, buckling, scratches or any other possible damage.

.5 Avoid gathering construction materials on the roof, which may affect the structural integrity by imposing loads exceeding what is admissible.

1.8 FIRE PROTECTION

.1 Prior to the start of work, conduct a site inspection to ensure its safety in order to minimize fire risks and hazards.

.2 Respect safety measures recommended by the related local authorities.

.3 At the end of each workday, use a heat detector gun to spot any smouldering or concealed fire. Job planning must be organized to ensure workers are still on location at least 1 hour after welding works. An inspection must be performed by an employee of the roofing contractor who specializes in this kind of job at the end of works and, if necessary, with the help of a member of the fire protection service of the city.

.4 Never apply the torch directly to flammable materials.

.5 Throughout roofing installation, maintain a clean site and have a fire hose (when possible) and at least one ULC-approved Class A, B or C fire extinguisher, charged and in perfect operating condition, within 6 m (20 ft) of each torch. Respect all safety measures described in technical data sheets of sealants. Welding torches must never be


PAGE 4 OF 8


placed near combustible or flammable products, nor be used where the flame is not visible or cannot be easily controlled.

1.9 WARRANTIES

.1 The membrane manufacturer will issue a written document in the owner’s name, valid for a 20-year period, stating that it will repair any leaks in the roofing membrane to restore the roofing system to a dry and watertight condition, to the extent that manufacturing or installation defects caused such water infiltration. The warranty must cover the total cost of repair(s) during the entire warranty period. The warranty must be transferable, at no extra cost, to subsequent building owners. The warranty certificate must reflect these requirements.

.2 The membrane manufacturer will issue a written and signed document in the owner's name, certifying that the roofing membranes are free of manufacturing defects for a period of ten (10) years, starting from the date of completion of membrane installation. This warranty will cover the removal and replacement of defective roof membrane products, including workmanship. The warranty must remain full and complete for the duration of the period specified. The warranty certificate must reflect these requirements.

.3 The contractor will provide a written and signed document to the owner’s name certifying that the work executed will remain in place and free of waterproofing defect for a 20-year period from the date of acceptance.

PART 2 - PRODUCTS

2.1 VAPOUR BARRIER

1. Vapour Barrier: Self-adhesive membrane composed of SBS modified bitumen, with asurface screen made of high-density polyethylene laminated between two layers ofpolyethylene films.

.1 Specified product: SOPRAVAP’R by SOPREMA.

2. Vapour Barrier Continuity Strip: Waterproofing membrane with composite reinforcementand SBS modified bitumen.

.1 Specified product: SOPRALENE STICK ADHESIVE by SOPREMA.

2.2 INSULATION

1. Roof Insulation: Closed-cell polyisocyanurate foam insulation board laminated on bothsides with a glass fibre coating.

.1 Conforming to CAN/ULC S704 Type II (20PSI)

.2 Thermal Resistance: RSI = 1.00/25 mm (R- 5.7 per inch).

.3 Board Thickness: As indicated.

.4 Board Edges: Square edges.

.5 Attachment: Mechanically fastened and adhered.

.6 Specified product: SOPRA-ISO PLUS by SOPREMA


PAGE 5 OF 8


2. Tapered Insulation: Expanded Polystyrene Insulation (EPS): ASTM C578 Type 1; rigidcellular type, conforming to the following:

.1 Compressive Strength at 10% deformation: 10 psi

.2 Thermal Resistance at 24°C: RSI = 0.63/25.4 mm (R-3.6 per inch)

.3 Board Thickness: As indicated

.4 Board Edges: Square edges

.5 Attachment: Adhered

.6 Specified product: STYROFOAM ROOFMATE by DOW CHEMICAL

2.3 PROTECTION BOARD

1. Bituminous Board: Semi-rigid roofing support panel composed of a mineral-reinforcedasphaltic core between two asphalt-saturated fibreglass liners.

.1 Thickness: 4.8mm

.2 Attachment: Adhered

.3 Specified product: SOPRABOARD by SOPREMA.

2.4 MEMBRANES

1. Base Sheet Membrane for Field Surface: Roofing membrane composed of SBS modifiedbitumen and a composite reinforcement. Both sides are covered with a thermofusibleplastic film.

.1 Specified product: SOPRAPLY BASE 520 by SOPREMA

2. Base Sheet Membrane for Flashings and Parapets: Membrane composed of SBSmodified bitumen and glass mat reinforcement.

.1 Specified product: SOPRALENE FLAM STICK by SOPREMA

3. Roofing Cap Sheet Membrane for Field Surfaces: Roofing membrane composed of SBSmodified bitumen with a composite reinforcement and elastomeric bitumen [with flame-retarding agent]. The surface is protected by coloured granules. The underface iscovered with a thermofusible plastic film.

.1 Colour: Grey

.2 Specified Product: SOPRAPLY TRAFFIC CAP 560 by SOPREMA

4. Roofing Cap Sheet Membrane for Flashings and Parapets: Roofing membrane of an SBSmodified bitumen membrane with a composite reinforcement and elastomeric bitumen[with flame-retarding agent]. The surface is protected by coloured granules. Theunderface is covered with a thermofusible plastic film.

.1 Specified Product: SOPRAPLY TRAFFIC CAP 560 by SOPREMA

2.5 ACCESSORIES

1. Primer and Adhesive Material: As recommended by roof system manufacturer.


PAGE 6 OF 8


2. Flame-stop Membrane: As recommended by roof system manufacturer.

3. Sealant: As recommended by roof system manufacturer

4. Termination Bar: As recommended by roof system manufacturer

5. Membrane Tread: Roof system manufacturer’s standard.

2.6 METAL FLASHING

1. Sheet metal flashings as detailed and in accordance with Section 07 62 00.

PART 3 - EXECUTION

3.1 SURFACE EXAMINATION AND PREPARATION

1. Surface examination and preparation must be completed in conformance withinstructions in the membrane manufacturer’s technical documentation.

2. Before roofing work begins, the owner's representative and roofing foreman will inspectand approve deck conditions (including slopes and wood grounds) as well as flashings atparapets, roof drains, plumbing vents, ventilation outlets and other construction joints. Ifnecessary, a non-conformity notice will be issued to the contractor so that requiredcorrections can be carried out. The start of roofing work will be considered as acceptanceof conditions for work completion.

3. Do not begin any portion of work before surfaces are clean, smooth, dry, and free of iceand debris. Use of calcium or salt is forbidden for ice or snow removal.

4. Be sure plumbing, carpentry and all other works have been duly completed.

5. No materials will be installed during rain or snowfall.

3.2 METHOD OF EXECUTION

1. Roofing work must be completed in a continuous fashion as surfaces are readied and asweather conditions allows it.

2. It’s preferable to seal all joints that are not covered by a cap sheet membrane the sameday. A second cap sheet cannot be installed if any moisture is present in joints.

3. Ensure waterproofing of roofs at all times, including protection during installation work byother trades and protection as work is completed (e.g. vents, drains, etc.).

3.3 SITE PROTECTION

1. Protect the exposed surfaces of finished work to avoid damage during roof installationand material transportation. [Install walkways made of rigid boards over installed roofingmaterials to enable passage of people and transport of products.] Assume fullresponsibility for any damage.

3.4 PRIMER

1. Prime all surfaces in accordance with roof system manufacturer’s requirements. Allsurfaces to be primed must be free of rust, dust or any residue that may hinderadherence. Primed surfaces must be covered with the roofing membrane as soon aspossible (on the same day for self-adhesive membranes).


PAGE 7 OF 8


3.5 SELF-ADHESIVE VAPOUR BARRIER

1. Install vapour barrier to manufacturer’s instructions, ensuring continuity with all vapourbarriers and continuity with air/vapour barriers on walls and parapets.

2. Application shall provide a surface, free of air pockets, wrinkles, fish-mouths or tears.

3. Seal penetrations through roof at vapour barrier level with mastic. Insulate and backvoids around penetrations.

3.6 INSULATION

1. Install insulation to manufacturer’s instructions.

2. Ensure vapour barrier is clean and dry prior to installation of insulation.

3. Fully adhere or mechanically fasten base layers of insulation to deck. Fully adhere toplayer of insulation to eliminate thermal bridging.

4. Cut insulation around electrical conduit and piping on roof deck.

3.7 PROTECTION BOARD

1. Install protection board to manufacturer’s instructions.

2. Fully adhere protection board to eliminate thermal bridging.

3. Tape all seams with fire tape.

3.8 MEMBRANE APPLICATION

1. Install membranes to manufacturer's instructions.

2. Apply membrane; lap and seal edges and ends permanently waterproof.

3. Apply membrane smooth, free from air pockets, wrinkles, or tears. Ensure full bond ofmembrane to substrate.

4. Seal membrane around roof protrusions and penetrations.

5. Where sealing to cap sheet with self-adhered sheets, embed granules by heating andtrowelling. Do not expose sheet reinforcing.

6. Provide waterproof cut-off to membrane at end of day's operation. Remove cut-off beforeresuming roofing.

3.9 INSTALLATION OF WALKWAYS

1. Install walkways in compliance with requirements previously stipulated for cap sheetinstallation. Apply primer to cap sheet before installing walkways.

3.10 FLASHINGS AND ACCESSORIES

1. Apply flexible sheet base flashings to seal membrane to vertical elements.

2. Secure to nailing strips at 100 mm (4 inches) on centre. Coordinate installation of roofaccessories and related flashings.


PAGE 8 OF 8


3. Seal flashings and flanges of items penetrating or protruding through the membrane.

4. Relief Vents: Install relief vents to manufacturer's written instructions, at standardrecommended spacing of one vent per 1000 sq ft.

3.11 FIELD QUALITY CONTROL

1. Provide inspection services in accordance with warranty requirements.

2. Monitor and report installation procedures and unacceptable conditions.

3. Correct identified defects or irregularities.

3.12 CLEANING

1. In areas where finished surfaces are soiled by work of this section, consult manufacturerof surfaces for cleaning advice and comply with their instructions.

2. Repair or replace defaced or disfigured finishes caused by work of this section.

3.13 PROTECTION OF FINISHED WORK

1. Protect building surfaces against damage from roofing work.

2. Protect finished work to avoid damage during roof installation and material transportation.

END OF SECTION

QUESNEL MUSEUM RENOVATION SECTION 07 62 00 SHEET METAL FLASHING AND TRIM

PAGE 1 OF 4



.1 Metal parapet and miscellaneous metal roof flashings not specified in other sections.

.2 Sill and cap flashing at wall finishes, windows, and doors.


.1 Section 06 10 00 - Rough Carpentry.

.2 Section 07 42 13 – Preformed Metal Panels

.3 Section 07 52 16 – SBS Modified Bitumen Membrane Roofing.

.4 Section 07 92 00 - Joint Sealing.

.5 Section 08 41 13 - Aluminum Framed Entrances and Storefront.

1.1 REFERENCES

.1 ASTM A653/A653M-11 - Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.

.2 ASTM D523-08 - Standard Test Method for Specular Gloss.

.3 ASTM D822-01 (2006) - Standard Practice for Filtered Open-Flame Carbon-Arc Exposures of Paint and Related Coatings.

.4 RCABC (Roofing Contractors Association of British Columbia) – Roofing Practices Manual.

.5 SMACNA (Sheet Metal and Air Conditioning Contractors' National Association) - Architectural Sheet Metal Manual.



1.3 SUBMITTALS

.1 Product Data: Submit three (3) copies of specifications, installation data and other pertinent manufacturer's literature.

.2 Product Sample: Submit three 300 mm x 300 mm samples.


.1 Perform work in accordance with RCABC standard details and requirements.

.2 Fabricator Qualifications: Company specializing in manufacturing the Products specified in this section with minimum three (3) years documented experience.

.3 Installer Qualifications: A company specializing in performing the work of this section with minimum five (3) years documented experience.

1.5 MOCK-UP

.1 Provide mock-up of each fascia and gutter.


PAGE 2 OF 4


.2 Locate where directed by Consultant.

.3 Reviewed mock-up may remain as part of Work.


.1 Stack material to prevent twisting, bending, or abrasion, and to provide ventilation. Slope metal sheets to ensure drainage.

.2 Prevent contact with materials which may cause discolouration or staining.

2 PRODUCTS

2.1 SHEET METAL FOR FLASHINGS

.1 Provide Material with the following recycled content:

.1 Oxygen Furnace (BoF) Process: Minimum 25% recycled content.

.2 Electric Arc furnace (EAF) Process: Minimum 95% recycled content.

.2 Flashing associated with aluminum entrances, windows and curtain wall to be supplied and installed by those sections to match.

.3 Gauge and details shall be sufficient to produce clean neat lines and breaks. No oil canning will be permitted.

2.2 PRE FINISHED STEEL SHEET

.1 Prefinished steel with factory applied silicone modified polyester.

.1 Specular gloss: 30 units +/- 5 in accordance with ASTM D523.

.2 Coating thickness: not less than 25 micrometres.

.3 Resistance to accelerated weathering for chalk rating of 8, colour fade 5 units or less and erosion rate less than 20 % to ASTM D822 as follows:

.1 Outdoor exposure period 1000 hours.

.2 Humidity resistance exposure period 1000 hours.

.4 Colour – To match Preformed metal panels

.5 22 gauge minimum, heavier gauge where noted on drawings or specified. Use 20 gauge flashings where exposed to foot traffic.

2.3 ACCESSORIES

.1 Fasteners: Galvanized steel, same finish as flashing metal where exposed, with soft nonneoprene washers.

.2 Protective Backing Paint: Bituminous.

.3 Sealant: Silicone type, specified in Section 07 92 00.

2.4 FABRICATION

.1 Fabricate flashing to profiles shown.

.2 Form sections true to shape, accurate in size, square, and free from distortion or defects.


PAGE 3 OF 4


.3 Fabricate cleats of same type as sheet metal, continuous, interlockable with sheet.

.4 Form pieces in 2440 mm (8 foot) maximum lengths. Make allowance for contraction and expansion at joints.

.5 Provide S-Lock flush joints except at corners provide standing seam joints.

.6 Hem exposed edges on underside 13 mm(1/2 inch). Mitre and seal corners with sealant.

.7 Apply isolation coating to metal surfaces to be embedded in concrete or mortar.

.8 Form flashings and copings to profiles indicated of metal thickness 24 gauge, galvanized steel, except 20 gauge at fascia flashing.

.9 Install 13 mm end dams at flashing terminations, unless otherwise detailed.



.2 Verify roof openings, curbs, pipes, sleeves, ducts, or vents through roof are solidly set, reglets in place, and nailing strips located.

.3 Verify roofing termination and base flashings are in place, sealed, and secure.

.4 Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 PREPARATION

.1 Install starter and edge strips, and cleats before starting installation.

3.3 INSTALLATION

.1 Conform to RCABC roofing manual.

.2 Secure flashings in place using concealed fasteners in exposed locations. Use exposed fasteners only where permitted.

.3 Fit flashings tight in place. Make corners square, surfaces true and straight in planes, and lines accurate to profiles.

.4 Dissimilar Materials: Provide separation of dissimilar metals, and of metals and treated wood, to inhibit corrosion.

.5 Counterflash bituminous flashings at intersections of roof with vertical surfaces and curbs.

.6 Flash joints forming tight fit over hook strips, as detailed.

.7 Lock end joints and caulk with sealant.

.8 Install surface mounted reglets true and level, and caulk top of reglet with sealant.

.9 Insert metal flashing into reglets and under cap flashing to form weather tight junction.

.10 Turn top edge of flashing into recessed reglet or mortar joint minimum of 25 mm (1 inch). Lead wedge flashing securely into joint.

.11 Caulk flashing at reglet with sealant.

3.4 FIELD QUALITY CONTROL


PAGE 4 OF 4


.1 Inspection will involve surveillance of work during installation to ascertain compliance with specified requirements.

3.5 CLEANING

.1 On completion and verification of performance of installation, remove surplus sealant, excess materials, rubbish, tools and equipment.

.2 Leave work areas clean, free from grease, finger marks and stains.

END OF SECTION

QUESNEL MUSEUM RENOVATION SECTION 07 84 00 FIRESTOP SYSTEMS

PAGE 1 OF 4



.1 Fireproof firestopping materials and accessories as required at all fire separations and rated assemblies.

.2 Firestop systems not specified in other sections. Coordinate with Division 22, 23 and 26 to avoid duplication.


.1 Section 09 21 16 - Gypsum Board Assemblies: Gypsum wallboard fireproofing.

.2 Division 22 - Plumbing: Mechanical work requiring firestopping.

.3 Division 23 – Heating, Ventilating and Air Conditioning: Mechanical work requiring firestopping.

.4 Division 26 - Electrical: Electrical work requiring firestopping.

1.3 REFERENCES

.1 FCIA (Firestop Contractors International Association) - Manual of Practice.

.2 CAN/ULC S101-07 - Fire Endurance Tests of Building Construction and Materials.

.3 CAN/ULC S115-11 - Fire Tests of Firestop Systems.

.4 ULC (Underwriters Laboratories of Canada) - List of Equipment and Materials for:

.1 Building Materials.

.2 Fire Resistance.

.3 Firestop Systems and Components.

1.4 SYSTEM DESCRIPTION

.1 Firestop systems installed to resist spread of fire and passage of smoke and other gases at penetrations through fire resistance rated wall and floor assemblies, materials and components.

1.5 PERFORMANCE REQUIREMENTS

.1 Materials, accessories and application procedures listed by ULC, cUL, or tested in accordance with CAN/ULC S115 to comply with applicable building code requirements.

.2 Firestopping Materials: CAN/ULC S101, to achieve a fire rating as noted on Drawings and ULC Design Number shown.




1.7 SUBMITTALS

QUESNEL MUSEUM RENOVATION SECTION 07 84 00 FIRESTOP SYSTEMS PAGE 2 OF 4


.1 Product Data: Provide data on product characteristics, performance and limitation criteria.




.3 System Design Listings: Submit system design listings, including illustrations from a qualified testing and inspection agency that is applicable for each firestop configuration.

.4 Close-Out Submittals:

.1 Maintenance Data.

.2 Maintenance Materials


.1 Manufacturer Qualifications: Company specializing in manufacturing the Products specified in this section with minimum five (5) years documented experience and FCIA Manufacturer Member in good standing.

.2 Contractor Qualifications: Company specializing in performing the work of this section and as follows:

.1 FM approved in accordance with FM standard 4991 - Approval of Firestop Contractors.

.2 FCIA Member in good standing.

.3 Licensed by the province or local authority where applicable.

.4 Successfully completed not less than five (5) comparable scale projects.

.3 Single Source Responsibility: Obtain firestop systems for each type of penetration and construction situation from a single primary firestop systems manufacturer.


.1 Conform to applicable code for fire resistance ratings and surface burning characteristics.

.2 Provide certificate of compliance from authority having jurisdiction indicating approval of materials used.


.1 Deliver firestopping products in original, unopened containers with labels intact and legible, identifying product and manufacturer.

.2 Store and handle firestopping materials to manufacturer's instructions.

1.11 SITE CONDITIONS

.1 Do not apply materials when temperature of substrate material and ambient air is below 15°C (60°F).

.2 Maintain this minimum temperature before, during, and for three (3) days after installation of materials.

QUESNEL MUSEUM RENOVATION SECTION 07 84 00 FIRESTOP SYSTEMS PAGE 3 OF 4


.3 Provide ventilation to manufacturer's instructions in areas to receive solvent cured materials.


.1 Fire Stopping and Smoke Seal Systems: Asbestos-free materials and systems capable of maintaining effective barrier against flame, smoke and gases in compliance with requirements of CAN/ULC-S115 and not to exceed opening sizes for which they are intended.

.2 Service Penetration Assemblies: Systems tested to CAN/ULC S115.

.3 Service Penetration Fire Stop Components: Certified by test laboratory to CAN/ULC S115.

.4 Fire-resistance rating of installed fire stopping assembly in accordance with applicable code, and as follows:

.1 Fire stopping and smoke seals at re-entry openings: Elastomeric seal.

.2 Fire stopping and smoke seals at penetrations for pipes, ductwork and other mechanical items requiring sound and vibration control: Elastomeric seal

.5 To manufacturer's recommendation for specific material, substrate, and end use.

.6 Water (if applicable): Potable, clean and free from injurious amounts of deleterious substances.

.7 Insulation: Mineral wool fibre semi-rigid insulation, Type 1.

.8 Miscellaneous Damming and Backup Materials, Supports and Anchoring Devices: To manufacturer's recommendations, and in accordance with tested assembly being installed, and acceptable to authorities having jurisdiction.

.9 Sealants: For vertical joints, non-sagging.

.10 Installation Accessories: Clips, collars, fasteners, temporary stops or dams, and other devices required to position and retain materials in place.



.2 Verify opening configurations, penetrating items, substrates, and other conditions affecting performance of firestopping are ready to receive the work of this section.

.3 Do not proceed with installation until unsatisfactory conditions have been corrected.

3.2 PREPARATION

.1 Clean substrate surfaces of dirt, dust, grease, oil, loose material, or other matter which may affect bond of firestopping material.

.2 Remove incompatible materials which may affect bond.

.3 Install backing and damming materials to arrest liquid material leakage.

3.3 INSTALLATION

.1 Install fire stopping and smoke seal material and components to manufacturer's certified

QUESNEL MUSEUM RENOVATION SECTION 07 84 00 FIRESTOP SYSTEMS

PAGE 4 OF 4


tested system listing.

.2 Seal holes or voids made by through penetrations, poke-through termination devices, and unpenetrated openings or joints to ensure continuity and integrity of fire separation are maintained.

.3 Provide temporary forming as required and remove forming only after materials have gained sufficient strength and after initial curing.

.4 Tool or trowel exposed surfaces to neat finish.

.5 Remove excess compound promptly as work progresses and upon completion.

3.4 MANUFACTURER'S FIELD SERVICES

.1 Provide manufacturer's field services consisting of product use recommendations and periodic site visits for inspection of product installation in accordance with manufacturer's instructions.

.2 Monitor and report installation procedures and unacceptable conditions.

.3 Obtain written report from manufacturer verifying compliance of Work, in handling, installing, applying, protecting and cleaning of product.

3.5 CLEANING

.1 Clean adjacent surfaces of firestopping materials.


.1 Protect adjacent surfaces from damage by material installation.

END OF SECTION

QUESNEL MUSEUM RENOVATION SECTION 07 92 00 JOINT SEALING

PAGE 1 OF 4



.1 Sealants not specified in other sections.

.2 Premoulded and expanding air barrier sealants.

1.1 REFERENCES

.1 ASTM C509-06 - Elastomeric Cellular Preformed Gasket and Sealing Material.

.2 ASTM C834-05 - Latex Sealants.

.3 ASTM C919-02 - Use of Sealants in Acoustical Applications.

.4 ASTM C920-05 - Elastomeric Joint Sealants.

.5 ASTM C1184-05 - Structural Silicone Sealants.

.6 ASTM C1193-05a - Guide for Use of Joint Sealants.

.7 ASTM C1311-02 - Solvent Release Sealants.

.8 ASTM C1330-02(2007) - Cylindrical Sealant Backing for Use with Cold Liquid Applied Sealants.

.9 . ASTM C1401-02 - Guide for Structural Sealant Glazing.

.10 ASTM E330-02 - Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference

.11 CGSB 19GP 5M - Sealing compound, one component Acrylic Base solvent curing.

.12 CGSB 19-GP-14M-1984 - Sealing Compound, One Component, Butyl-Polyisobutylene Polymer Base, Solvent Curing.

.13 CAN/CGSB-19.13-M87 - Sealing Compound, One-component, Elastomeric, Chemical Curing.

.14 CAN/CGSB-19.21-M87 – Sealing and Bedding Compound, Acoustical.

.15 CAN/CGSB-19.17-M90 - One-Component Acrylic Emulsion Base Sealing Compound.

.16 CAN/CGSB-19.22-M89 - Mildew-Resistant Sealing Compound for Tubs and Tiles.

.17 CAN/CGSB-19.24-M90 - Multi-component, Chemical Curing Sealing Compound.

1.2 SUBMITTALS

.1 Product Data:

.1 Submit manufacturer's printed product literature, specifications and data sheets.

.2 Samples: Submit samples as follows:

.1 Provide colour samples for all exposed sealant


.4 Closeout Submittals:

.1 Provide itemized list:

.1 Manufacturer/distributor name, sealant type, color formulation and warranties.

QUESNEL MUSEUM RENOVATION SECTION 07 92 00 JOINT SEALING PAGE 2 OF 4





.1 Carry out installation of sealant and caulking work using a recognized specialized applicator having skilled mechanics, thoroughly trained and competent in all phases of caulking with experience of at least five (5) years.

1.4 MOCK UPS

.1 Prepare mock-up for each typical installation

.2 Do not proceed with work until Consultant has reviewed mock-up.

1.5 SITE CONDITIONS

.1 Maintain temperature and humidity recommended by the sealant manufacturer during and after installation.

2 PRODUCTS 2.1 PRIMERS

.1 Use a type recommended by the sealant manufacturer to suit substrate types and conditions.

2.2 BACK-UP RODS AND BOND BREAKERS

.1 Joint Fillers:

.1 General: Compatible with primers and sealants, outsized 30 to 50 percent.

.2 Polyethylene, Urethane, Neoprene or Vinyl (Vertical Joints): Extruded closed cell foam, Shore A hardness 20, tensile strength 20 to 30 psi.

.3 Neoprene or Butyl Rubber (Horizontal Joints): Round solid rod, Shore A hardness 70.

.2 Bond Breaker: Pressure sensitive plastic tape, which will not bond to sealants. Note: No bond breaker is required at tilt-up joints.



2.3 SEALANTS Specification Sealant Type Accepted Materials Typical Applications Reference as per project specifications) Type 1 Urethane 1) Tremco Dymeric 240

(Two Part, non-sag) 2) Sikaflex 2C NS

Type 2 Urethane 1) Tremco Dymonic FC 1) Exterior sealant joints (One part, non-sag) with joint widths less than 19 mm.

2) Sikaflex 1A 2) Interior sealant joints.

3) Vulkem 116 Type 3 Silicone 1) Dow Corning Contractors 1) Exterior sealant joints with joint widths

(one part, non-sag) Weatherproofing Sealant up to 50mm. Do not use where caulking is to be painted unless it is to be painted with silicone base paints.

2) Dow Corning 795 For exterior weather seals. Silicone Building Sealant

3) Tremco Spectrem 2 4) GE Silpruf

5) Tremco Tremsil 600

Type 4 Silicone 1) Dow Corning 795 1) Exterior and Interior structural butt glazing

(one part, non-sag) Silicone Building Sealant unless otherwise indicated on reviewed shop drawings.

2) Tremco Spectrem 2 Type 5 Flexible synthetic rubber 1) Tremco Acoustical Sealant 1) Sealant for sealing the interior polyethylene

(one part,nonskinning/ air/vapour barrier. nonhardening) 2) Acoustic Assemblies.

Type 6 Silicone, single component 1) Tremco TREMstop (Fyre-Sil) 1)Sealant joints at locations where high

(neutral cure for high Temperature sealant application is required temperature application) (i.e. fire stopping.)

Type 7 Thermoplastic Synthetic Rubber 1) OSI Proseries Quad 1) Sealnd used to join laps in Tyvek sheathing

One part membrane to achieve air tightness continuity

Type 8 Mildew resistant silicone 1) Dow Corning 786 1) At perimeter of bathtubs and showers

2) Tremco Tremsil 200 Type 9 Acrylic latex 1) Tremco 834 1) Exposed interior conditions between trim and

(one part) penetrations frames.

Colours As selected by the Consultant from the manufacturer's standard colours.

At all publicly visible locations to colour match to an adjoining material as instructed by the Consultant.




.1 Examine all surfaces to which the work of this section is to be applied and ensure that all conditions are suitable to provide a complete and satisfactory installation.

.2 Commencement of work will indicate acceptance of surfaces and conditions.

.3 Report any unsatisfactory surfaces or conditions to the Consultant.

3.2 PREPARATION

.4 Remove all deleterious contaminants (coatings, sealers, curing compounds, watermrepellents, grease oil, dirt water, etc.) existing on joint surfaces, and which would impair the adhesion of the sealant in the opinion of the Contractor, the manufacturer's representative, and the Consultant.

.5 Set joint filler units at proper depth of position in the joints to coordinate with other work, including the installation of bond breakers, backer rods, and sealers. Do not leave voids or gaps between the ends of joint filler units, except where shown to be omitted or recommended to be omitted by the sealant manufacturer for the application shown.

3.3 APPLICATION OF SEALANT TO JOINT LOCATIONS

.1 Comply with the manufacturer's printed instructions and recommendations.

.2 Door and window frames: Head and jambs where shown on Architectural drawings.

.3 Junction of toilet fixtures with walls and floors (mildew resistant); junction of vanities withwalls (mildew resistant).

.4 Interior joints between dissimilar materials where shown including but not limited to bath and wall, ceramic tile and stone and ceramic tile and gypsum board wall.

.5 Exterior Thresholds: Set in two full beads.

.6 All areas noted and where required to protect the interior from exterior water and air infiltration.

.7 Control joints.

.8 Concave recessed application unless otherwise approved by Consultant.

3.4 CURE AND PROTECTION

.1 Cure sealants in compliance with the manufacturer's instructions and recommendations.

.2 Protect sealant from contamination and degradation by other materials.

3.5 CLEANING AND PROTECTION

.1 Do not allow sealants or compounds to overflow or spill onto adjoining surfaces, or to migrate into the voids of adjoining surfaces.

.2 Protect adjacent work from damage, staining, disfigurement caused by the work of this section.

.3 Promptly as the work proceeds, and on completion, keep the premises clean and free from rubbish, debris, surplus materials, and equipment accumulation.

END OF SECTION

QUESNEL MUSEUM RENOVATION SECTION 08 11 13 METAL DOORS AND FRAME PAGE 1 OF 5



.1 Fire rated interior steel doors and frames.



.2 Section 08 71 00 – Finish Hardware

.3 Section 08 80 50 – Glass and Glazing

.4 Section 09 21 16 – Gypsum Board Assemblies

.5 Section 09 91 10 - Painting

1.3 REFERENCES

.1 AAMA/WDMA/CSA 101/I.S.2/A440-08 – NAFS North American Fenestration Standard/Specification for Windows, Doors, and Skylights.

.2 ASTM A653/A653M-08 - Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc- Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.

.3 ASTM C1289-10 - Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board.

.4 CAN/ULC-S104-10 - Method for Fire Tests of Door Assemblies.

.5 CAN/ULC-S105-09 - Specification for Fire Door Frames Meeting the Performance Required by CAN/ULC-S104.

.6 CAN/ULC-S701-11 - Standard for Thermal Insulation, Polystyrene, Boards and Pipe Covering.

.7 CAN/ULC-S702-09 - Standard for Mineral Fibre Thermal Insulation for Buildings.

.8 CAN/ULC-S704-11 - Standard for Thermal Insulation, Polyurethane and Polyisocyanurate Boards, Faced.

.9 CGSB-41-GP-19Ma (1984) - Rigid Vinyl Extrusions for Windows and Doors.

.10 CSA-G40.20-04/G40.21-04 (R2009) - General Requirements for Rolled or Welded Structural Quality Steel/Structural Quality Steel.

.11 CSDMA (Canadian Steel Door Manufacturers Association)

.1 Recommended Dimensional Standards for Commercial Steel Doors and Frames,2000.

.2 Selection and Usage Guide for - Section 08 11 00, 2009.

.12 NFPA 80 - Standard for Fire Doors and Other Opening Protectives, 2010 Edition.

NFPA 252 - Fire Tests of Door Assemblies, 2008 Edition.


.1 Section 01 31 00: Project management and coordination procedures.




1.5 SUBMITTALS

.1 Product Data: Indicate door and frame configurations and finishes, location of cut-outs for hardware reinforcement.

.2 Shop Drawings:

.1 Indicate frame elevations, reinforcement, anchor types and spacing, location of cut-outs for hardware, and finish.

.2 Indicate door elevations, internal reinforcement, closure method, and cut-outs for glazing, [louvres].

.3 Manufacturer's Installation Instructions: Indicate special installation instructions.




.1 Conform to requirements of CSDMA.

.1 Fabricator Qualifications: Company specializing in manufacturing the Products specified in this section with minimum five (5) years documented experience.

1.7 REGULATORY REQUIRMENTS

.1 Fire Rated Door and Frame Construction: Labelled and listed to CAN/ULC S104 or NFPA 252.

.2 Fire Rated Door Construction: Rate of rise of 250° C (450° F) across door thickness.

.3 Installed Door and Frame Assembly: Conform to NFPA 80 for fire rated class as scheduled.


.1 Remove doors and frames from wrappings or coverings upon receipt on site and inspect for damage.

.2 Store in vertical position, spaced with blocking to permit air circulation between components.

.3 Store materials on planks or dunnage, out of water and covered to protect from damage.

.4 Clean and touch up scratches or disfigurement caused by shipping or handling with zinc-rich primer.


.1 Sheet Steel: Galvanized steel to ASTM A653/A653M, commercial grade (CS), Type B, coating designation G90 (Z275) for exterior doors and frames, coating designation A40 (ZF120) for interior doors and frames.

.2 Reinforcement Channel: To CSA G40.20/G40.21, Type 44W, coating designation to ASTM A653/A653M, A25 (ZF75) coating designation.



2.2 DOOR CORE MATERIALS

.1 Honeycomb Core: Structural small cell 25 mm (1 inch) maximum kraft paper honeycomb, sanded to required thickness.

.2 Fibreglass Core: CAN/ULC S702 or ASTM C665, loose batt type, density; 24 kg/m3 (1.5 lbs/ft3) minimum.

.3 Polyisocyanurate Core Exterior: CAN/ULC S704, thermal value RSI-1.0 (R-6.0) minimum. Type 1.

.4 Temperature Rise Rated (TRR) Core: Composition to provide fire-protection rating and limit temperature rise on unexposed side of door to 230°C (450°F) at 30 or 60 minutes, as determined by governing code requirements, core tested as part of a complete door and frame assembly, in accordance with CAN/ULC S104, and listed by a nationally recognized testing agency having a factory inspection service.

2.3 ADHESIVES

.1 Cores and Steel Components: Heat resistant, single component, polyurethane reactive (water) hot melt, thermoset adhesive UL/ULC/WH approved or equivalent.

.2 Interlocking Edge Seams: Resin reinforced polychloroprene (RRPC), fire resistant, high viscosity, sealant/adhesive or UL approved or equivalent.

2.4 PRIMERS

.1 Rust inhibitive touch-up only.

2.5 ACCESSORIES

.1 Door Silencers: Single stud rubber/neoprene.

.2 Exterior Top Caps: Rigid polyvinylchloride (PVC) extrusion conforming to CGSB-41-GP-19MA.

.3 Frame Thermal Breaks: Rigid polyvinylchloride (PVC) extrusion conforming to CGSB-41-GP-19MA.

.4 Bituminous Coating: Asphalt emulsion.

.5 Door Hardware and Weatherstripping: Specified in Section 08 71 00.

2.6 FABRICATION

.6 Interior Doors: Laminated core construction.

.7 Longitudinal Edges: continuously welded, filled and sanded, mechanically fastened with no visible edge seams.

.8 Longitudinal edges continuously wire welded and smoothed.

.9 Mortised, blanked, reinforced, drilled and tapped for templated hardware, in accordance with templates provided by hardware supplier.

.10 Reinforce for surface mounted hardware, anchor hinges, thrust pivots, pivot reinforced hinges, or non-templated hardware.

.11 Provide factory-applied touch-up primer at areas where zinc coating has been removed



during fabrication.

2.7 LAMINATED CORE CONSTRUCTION

.1 Interior Doors: Both face sheets 1.21 mm (18 gauge) steel with honeycomb core and temperature rise rated core where scheduled, laminated under pressure to face sheets.

2.8 FABRICATION - FRAMES

.1 Provide all frames welded, knock down frames are not acceptable.

.2 Interior Frames: 1.52 mm (16 gauge) thick base metal thickness.

.1 Frames: Welded type construction.

.3 Mortised, blanked, reinforced, drilled and tapped for templated hardware, in accordance with templates provided by hardware supplier.

.4 Reinforce frames wider than 1220 mm (48 inches) with roll formed steel channels fitted tightly into frame head, flush with top.

.5 Prepare frames for silencers. Provide three (3) single silencers for single doors and mullions of double doors on strike side. Provide two (2) single silencers on frame head at double doors without mullions.

.6 Configure exterior frames with special profile to receive recessed weatherstripping.

.7 Attach fire rated label to each fire rated door unit.

.8 Fabricate frames to suit masonry wall coursing with 50 mm (2 inch) head member. 3 EXECUTION 3.1 EXAMINATION


.2 Verify that opening sizes and tolerances are acceptable; check floor area within path of door swing for flatness.

.3 Verify doors and frames are correct size, swing, rating and opening number.

.4 Remove temporary shipping spreaders.

3.2 INSTALLATION

.1 Install doors and frames to CSDMA.

.2 Install fire-rated doors and frames in accordance with NFPA 80, and local authority having jurisdiction.

.3 Coordinate with masonry, gypsum board and concrete wall construction for anchor placement.

.4 Coordinate installation of glass and glazing.

.5 Coordinate installation of doors and frames with installation of hardware specified in Section 08 71 00.

.6 Set frames plumb, square, level and at correct elevation.

.7 Secure anchorages and connections to adjacent construction.

.8 Brace frames rigidly in position while building-in. Install wood spreaders at third points of frame rebate height to maintain frame width. Provide vertical support at centre of head for openings exceeding 1220 mm (48 inches) in width.



.9 Remove wood spreaders after frames have been built-in.

.10 Make allowance for deflection to ensure structural loads are not transmitted to frame product.

.11 Install doors, and hardware in accordance with hardware templates and manufacturer's instructions.

.12 Adjust operable parts for correct clearances and function.

.13 Install door silencers.

.14 Finish paint as specified in Section 09 91 10.

.15 Install roll formed steel reinforcement channels between two abutting frames. Anchor to structure and floor.


.1 Maximum Diagonal Distortion: 1.6 mm (1/16 inch) measured with straight edges, crossed corner to corner.

END OF SECTION

QUESNEL MUSEUM RENOVATION SECTION 08 14 16 WOOD DOORS PAGE 1 OF 5



.1 Wood Doors

.2 Factory Glazing



.2 Section 06 20 00 - Finish Carpentry.

.3 Section 06 40 00 - Architectural Woodwork.

.4 Section 08 11 00 - Metal Doors and Frames.

.5 Section 08 71 00 - Finish Hardware.

.1 Section 08 80 50 - Glazing.

.2 Section 09 91 10 - Painting.

1.2 REFERENCES

.1 ANSI/WDMA I.S. 1A-11 Industry Standard for Architectural Wood Flush Doors

.2 ASTM E90-09 - Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements.

.3 AWMAC (Architectural Woodwork Manufacturers Association of Canada) – Architectural Woodwork Standards, latest edition.

.4 ITS/Warnock Hersey Mark for Fire Door Test Certification.

.5 NEMA (National Electrical Manufacturers Association) LD3-2005 - High-Pressure Decorative Laminates.

.6 NFPA 80-2013 - Standard for Fire Doors and Other Opening Protectives.

.7 NFPA 252-2012 - Fire Tests of Door Assemblies.

.8 South Coast Air Quality Management District (SCAQMD), California State, Regulation XI. Source Specific Standards

.9 SCAQMD Rule 1113-A2007, Architectural Coatings.

.10 SCAQMD Rule 1168-A2005, Adhesive and Sealant Applications.

.11 Underwriters' Laboratories of Canada (ULC).



1.4 SUBMITTALS

.1 Product Data: Indicate door and frame configurations and finishes, location of cut-outs for hardware reinforcement.

.2 Submit shop drawings in conformance to the requirements of the Architectural



Woodwork Standards.

.3 Shop Drawings: Illustrate door opening information such as location, size types, construction, swings, undercuts, special bevelling, hardware location and preparation requirements, blocking for hardware in mineral core doors, fire ratings, lite cut-outs, factory finish, glass, and other pertinent data.

.4 Product Data: Indicate door core materials, thickness, construction, veneer species. Submit manufacturer's printed product literature, specifications and data sheets.

.5 Submit Material Safety Data Sheets indicating VOCs for door materials and adhesives.

.6 Provide pre-finished veneer sample to illustrate the color of the specified door face materials.

.7 Provide glass size, type and thickness for factory glazed doors.





.1 Perform Work in accordance with AWMAC manual, to quality indicated.

.2 Fabricator Qualifications: A company specializing in manufacturing the Products specified in this section with minimum five (5) years documented experience, and a member in good standing with AWMAC.


.1 Architectural woodwork shall be manufactured and/or installed to the specified AWMAC Quality Standards and shall be subject to an inspection at the plant and/or site by an appointed inspector, approval by the local AWMAC Chapter.

.2 Include inspection costs in Bid price.



.5 The woodwork contractor must be an AWMAC member in good standing, and furnish a two (2) year AWMAC Guarantee Certificate.

.6 Guarantee to cover replacing, reworking, and refinishing to make good any defects in architectural woodwork due to faulty workmanship or defective materials supplied by the architectural woodworker which appear during a two (2) year period following the date of substantial completion of the architectural woodwork contract.


.1 Deliver materials in accordance with manufacturer’s written instructions.

.2 Deliver materials to the site in undamaged condition and in original unopened



containers, marked to indicate brand name, manufacturer, and ULC markings for fire rated doors.

.3 Store materials indoors away from direct sunlight and in accordance with manufacturer's recommendations.

.4 Protect doors from scratches, handling marks and other damage.


.1 Urea-Formaldehyde Resins: Composite wood and agrifiber products, including core materials inside the building, must contain no added urea-formaldehyde resins. This is referred to in this specification as Urea-Formaldehyde Free (UFF). Adhesives used to fabricate laminated assemblies containing these products must contain no urea-formaldehyde.

1.2 COMPONENTS

.1 Meet the requirements of ANSI/WDMA I.S. 1A-11 Heavy Duty performance level.

.2 Solid Wood Doors, Paint Finish

.1 Faces at solid wood doors for paint finish: MDO on HDF.

.2 Core sanded and bonded.

.3 Laminating adhesives, on-site and shop-applied must not contain added urea-formaldehyde resins.

.3 Solid Wood Doors, Clear Finish

.1 Solid Core construction shall have fully edge glued, medium density particleboard core not less than 28 Ib/ft3 (448 kg/m3) conforming to CAN3-0188.1-M78.

.2 Glue type shall have adhesive for interior doors shall be Type II Adhesive conforming to CSA-0112M1977 (R2001).

.3 Stiles and rails shall be not less than 11⁄4” (31.3mm) wide. Outer band of stiles shall be of solid hardwood to match face veneer. Top and bottom rails shall be not less than 2" (50mm) deep.

.4 Vertical edge strips on all doors shall be one (1) piece solid softwood equivalent to AWMAC Quality Standards (2009 Edition) edge type “E”.

.5 Flush panel door shall have a thickness for interior doors 1 3⁄4” (44mm) thick. Height and width of doors shall be as indicated on Door Schedules. Type shall be as shown on the Door Schedules.

.6 All wood doors shall be 7 ply wood-veneer faced with MDF core and edge type “E”, AWMAC Premium Grade. The veneer shall be Western Hemlock, Rift Cut (Single Component). MATCH WITH MILLWORK VENEER.

1.3 ACCESSORIES

.1 Glazing Stops

.1 Non-rated glazing stops: Wood species same as door face.

.2 Glass and glazing in wood doors.

.1 Glass and glazing for non-rated and fire-rated doors to be provided by and



installed by manufacturer.

.2 Glass: As specified in Section 08 80 50.

1.4 FABRICATION

.1 Fabricate doors in accordance with AWMAC Quality Standards requirements.

.2 Doors: To meet requirements of ANSI/WDMA I.S. 1A-11 Heavy Duty performance level.

.3 5 ply construction.

.4 Stiles and rails fully bonded to core and assembled unit shall be abrasive planed prior to lamination of faces.

.5 Assemble doors using Type 1 adhesive that does not contain added urea-formaldehyde resins.

.6 Provide blocking as required for surface mounted hardware to prevent the need for through-bolting.

.7 Factory drill pilot holes for hinges.

.8 Bevel lock and hinge stile to Architectural Woodwork Standards, 3 degree bevel.

1.5 FINISHES

.1 Factory Finishing: All products provided in this Section shall be factory finished using Architectural Woodwork Standards, System 9 UV Curable System.

.1 Factory opaque finishes: Water-based paint with ultraviolet (UV) curable polyurethane.

.2 Factory seal top and bottom of doors.

.3 Submit sample for all factory finishing.

.4 Custom factory finish doors in accordance with approved sample.

.5 Coordinate with Section 09 91 10.


.1 Verify that opening sizes and tolerances are acceptable and ready to receive this work.

.2 Do not install doors in frame openings that are not plumb or are out of tolerance for size or alignment.

2.2 INSTALLATION

.1 Install non-rated and fire-rated doors in accordance with NFPA 80, manufacturer’s instructions and to ULC requirements.

.2 Allow a fitting clearance of 3 mm (1/8”).

.3 Trim non-rated door widths as required by cutting equally on both edges. Reseal and refinish all cut or planed surfaces immediately to match factory finish.

.4 Trim door height by cutting bottom edges to a maximum 19 mm (3/4”).

.5 Trim fire door heights at bottom edge only in accordance with fire rating requirements.



.6 Do not trim fire rated door widths.

.7 Pilot holes to be factory drilled.

.8 Coordinate installation of doors with installation of frames and hardware.

.9 Install door louvers and light kits plumb and level.

.10 Adjust doors for smooth and balanced door movement and operation.

.11 Glass and glazing to be factory installed.

2.3 WARRANTY TOLERANCES

.1 Conform to the Architectural Woodwork Standards and testing methods for warp, cup, bow, and telegraphing.

2.4 ADJUSTMENT

.1 Re-adjust doors and hardware just prior to completion of building to function freely and properly.

.2 Adjust hardware for correct function.

2.5 CLEANING

.1 Perform cleaning as soon as possible after installation to remove construction and accumulated environmental dirt.

.2 Remove traces of primer, caulking; clean doors and frames.

.3 Clean glass and glazing materials with approved non-abrasive cleaner.

.4 On completion of installation, remove surplus materials, rubbish, tools and equipment barriers.

END OF SECTION

QUESNEL MUSEUM RENOVATION SECTION 08 33 36 FOLDING SECURITY GRILLE PAGE 1 OF 4



.1 Sliding Vertical Rod Open Panel Security Grilless


.1 Section 09 21 16 – Gypsum Board Assemblies

.2 Section 05 50 00 - Miscellaneous Metal

1.3 REFERENCES

.1 ASTM A 666 - Standard Specification for Austenitic Stainless Steel Sheet, Strip, Plate, and Flat Bar.

.2 ASTM A 924 - Standard Specification for General Requirements for Steel Sheet, Metallic-Coated by the Hot-Dip Process.

.3 ASTM B 221 - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes.

.4 ANSI B 46.1 – Stainless Steel Finishes.

1.4 DESIGN / PERFORMANCE REQUIREMENTS

.1 Stacking:

.1 Minimum stacking shall be 1.05 inches/linear foot (87.5 mm/meter) of opening plus 3.5 inches (89 mm) for each locking member.

.2 Grille support must be able to carry the weight of a fully stacked door at any point along its length. Support is to carry the total weight / the total stacking.

.2 Lintel Deflection: Accommodate deflection of lintel without damage to components, deterioration of seals, or movement between door frame and perimeter framing.

.3 Thermal Movement: Design sections to permit thermal expansion and contraction of components to match perimeter opening construction.

1.5 SUBMITTALS

.1 Shop Drawings: Indicate opening dimensions, elevations and framed opening tolerances.

.2 Product Data: Manufacturer's data sheets on each product to be used, including:

.1 Preparation instructions and recommendations.

.2 Storage and handling requirements and recommendations.

.3 Installation methods’

.3 Verification Samples: For each finish specified, two samples, minimum size 6” square representing actual product, colour and patterns.

.4 Manufacturer’s Certificates: Certify products meet or exceed specified requirements.


.1 Manufacturer Qualifications: A company that specializes in the manufacturing of the folding grille products required for the project with a minimum of 10 years documented experience.



.2 Installer Qualifications: Contractor that has minimum of two years documented experience installing folding grille products similar to those specified.

.3 Mock-Up: Provide a mock-up for evaluation of surface preparation techniques and application workmanship.

.1 Finish areas designated by Architect.

.2 Do not proceed with remaining work until workmanship, color, and finish is approved by Architect.

.3 Refinish mock-up area as required to produce acceptable work.

1.7 DELIVERY STORAGE AND HANDLING

.1 Store products in manufacturer's unopened packaging until ready for installation.

.2 Protect finished surfaces with wrapping. Do not use adhesive papers or sprayed coatings that bond to substrate when exposed to sunlight or weather

.3 Protect materials from exposure to moisture. Do not deliver until after wet work is complete and dry.

.4 Store materials in a ventilated weather tight location.

1.8 COORDINATION

.1 Coordinate Work with other operations and installation of materials to avoid damage to the materials.

1.9 WARRANTY

.1 Provide Manufacturers standard product warranty for a period of 2 years.

2 PRODUCTS 2.1 MANUFACTURERS

.1 Acceptable Manufacturer: Amstel Manufacturing, 128 Centre Street East, Richmond Hill, Ontario L4C 1A6, Canada. Tel: (905) 508-0855 or 1-800-663-6206. Fax: (866) 525-1304, (905) 508-8487. Email: [email protected] Web: www.amstel-doors.com.


2.2 MATERIALS

.1 AS600CA Classic 126 Sliding Security Grille by Amstel Manufacturing:

.1 Curtain: Constructed of 5/16 inch (8 mm) diameter vertical rods on 3-1/2 inches (89 mm) centers with 1/8 inch by 5/8 inch by 7-3/4 inches (3 mm by 16 mm by 197 mm) flat horizontal bars. Bars are vertical spaced every 12 inches (305 mm) with 7/16 inch (11mm) diameter PVC sleeves over alternating rods. Panel to have 2 inches (51 mm) high truss-like polycarbonate plates at the top and bottom of the closure.

.2 Weight: 1.2 lbs./sq. ft. (5.9 kg/sq.m).

.3 Aluminum is to be 6063 aluminum alloy with T-5 temper conforming to ASTM B 221.

.4 Stainless steel shall conform to ASTM A 666.

.5 Locking:

.1 Lead Posts:

.1 Provide a top and bottom ratcheted rod lead post (#2) activated by a keyed cylinder or thumb turn. Supply dustproof floor sockets for all



drop bolts. Provide rubber bumper at the edge of locking post.

.2 Provide lead post (#7) with a concealed hook bolt lock activated by a keyed cylinder or thumb turn that engages a full height wall channel.

.2 Intermediate posts:

.1 Provide intermediate posts (#4) at maximum of 10 feet (3048 mm) of curtain length for floor mounting condition. For counter mounts and at each curve provide intermediate posts a maximum of 6 feet (1828 mm) of curtain length. Supply dustproof floor sockets for all drop bolts.

.2 Intermediate posts contain an adjustable manually operated drop bolt with optional cylinder locks (#3). Supply dustproof floor sockets for all drop bolts.

.3 End Posts:

.1 Provide end post (#7) with a concealed hook bolt lock activated by a keyed cylinder or thumb turn that engages a full height wall channel. Provide a top and bottom ratcheted rod end post with dustproof floor sockets for all drop bolts (#2). Provide rubber bumper at the edge of locking post.

.2 Provide fixed end post (#8).

.3 Provide trailing end post (#6) with an attached full height protection plate and self locking into a steel V-stop mounted to the floor or counter inside the storage pocket.

.6 Track:

.1 Overhead track shall be 1.3 inches (33 mm) wide by 1.8 inches (46 mm) high and sized to accept 1-1/8 inches (29 mm) diameter roller trolleys.

.2 Rollers bear on 0.27 inch (7 mm) thick aluminum surface within the track.

.7 Factory Finishes: Use two letter suffix to denote required door finish.

.1 Standard Clear Anodized: CA, 0.0004 inch (10 micron) clear anodizing.

2.3 ACCESSORIES

.1 Anchors: Galvanized or Corrosion resistant steel

2.4 FABRICATION

.1 Size and fabricate grille assembly to allow for tolerances of rough framed openings, clearances, shim spacing and shims around perimeter of assemblies.

.2 Ensure joints and connections are flush and hairline.

.3 Accurately and rigidly fit joints and corners.

.4 Match components to ensure continuity of line. 3 EXECUTION 3.1 EXAMINATION

.1 Do not begin installation until substrates have been properly prepared.

.2 Verify openings are ready to receive work and opening dimensions and clearances are as indicated on shop drawings.

.3 Provide full size template for custom radius track prior to fabrication.



.4 If openings are the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding.

3.2 PREPARATION

.1 Clean surfaces thoroughly prior to installation.

.2 Prepare surfaces as recommended by the manufacturer for achieving the correct installation under the project conditions.

3.3 INSTALLATION

.1 Install in accordance with manufacturer's instructions.

.2 Attach frame and shims to perimeter opening to accommodate construction tolerances and other irregularities.

.3 Use anchorage devices to securely fasten sliding door assembly to wall and ceiling construction without distortion or imposed stresses.

.4 Separate aluminum and other corrodible surfaces from sources of corrosion of electrolytic action at points of contact with other materials.

.5 Install perimeter trim and interior closures.

.6 Adjust hardware for smooth operation.

3.4 CLEANING

.1 Remove protective material from factory finished surfaces

.2 Remove labels and visible markings.

3.5 PROTECTION

.1 Protect installed products until completion of project.

.2 Touch-up, repair or replace damaged products before Substantial Completion.

END OF SECTION

QUESNEL MUSEUM RENOVATION SECTION 08 41 13 ALUMINUM FRAMED STOREFRONT PAGE 1 OF 5



.1 Storefront Door and Window Framing.



.2 Section 07 92 00 - Joint Sealants: Perimeter sealant and back-up materials.

.3 Section 08 44 13 - Glazed Aluminum Curtain Walls.

.4 Section 08 71 00 - Finish Hardware.

.5 Section 08 80 50 - Glazing.

.6 See Electrical for connections to door controls.

1.1 REFERENCES

.1 AA (Aluminum Association) DAF 45-2003 - Designation System for Aluminum Finishes.

.2 AAMA (American Architectural Manufacturers Association) 701.2 Specifications for Pile Weatherstripping.

.3 ASTM A36/A36M-08 - Structural Steel.

.4 ASTM B308/B308M— 10 - Aluminum-Alloy 6061-T6 Standard Structural Profiles.

.5 ASTM C509-06 (2011) - Elastomeric Cellular Preformed Gasket and Sealing Material.

.6 ASTM C864-05 (2011) - Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers.

.7 .7 ASTM E283-04 (2012) - Standard Test Method for Determining Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen.

.8 CAN/CGSB 12.20-M89 – Structural Design of Glass for Buildings.

.9 CAN/CSA A440-08 - North American Fenestration Standard/Specification for Windows, Doors, and Skylights.

.10 CAN/CSA S157-05 – Strength Design in Aluminum.

.11 Federal Specifications (FS) TT-P-645A Primer, Paint, Zinc Chromate, Alkyd Type.

.12 Steel Structures Painting Council (SSPC), Paint 12 Cold-Applied Asphalt Mastic (Extra Thick Film).




.1 Air Infiltration: Air leakage through fixed light areas of storefront not to exceed 0.06 cfm per square foot (0.0003 m3/m2) of surface area when tested in accordance with ASTM E283 at differential static pressure of 6.24 psf (300 Pa).



1.4 SUBMITTALS

.1 Shop Drawings:

.1 Submit shop drawings, based on CAN/CSA A440, CAN/CSA S157, CAN/CGSB 12.20, applicable codes, and in accordance with General Requirements Section, to Consultant for review prior to fabrication. Indicate compliance on Shop Drawings.

.2 Clearly indicate door and window materials and large scale details for door and window head, jamb and sill, profiles of components, elevations of units, types of openers, anchorage details, connection details to back-up steel frame system, description of related components, glass types, and thicknesses.

.3 Indicate mounting heights of door hardware, push/pull door hardware, and specify type and location of all related hardware.

.4 All shop drawings must be sealed and signed by a Professional Engineer licensed in Province of British Columbia who is Engineer responsible for all design aspects of this section.

.2 Letters of Assurance: Submit Schedules S-B and S-C to Registered Professional of Record:




.1 Single Source Responsibility: To ensure quality of appearance and performance, obtain materials for each system from either a single manufacturer or from manufacturer approved by each system manufacturer.

.2 Installer Qualifications: Certified in writing by Contractor as qualified for installation of specified systems.

.3 Perform Work in accordance with manufacturer's written instructions.


.1 Deliver and store materials undamaged and in original wrappings or containers with manufacturer's labels and seals intact.

.2 Store materials on dry floor in weatherproof enclosure.

.3 Protect finished surfaces as necessary to prevent damage.

.4 Do not use adhesive papers or sprayed coatings which become firmly bonded when exposed to sun.

.5 Do not leave coating residue on any surfaces.

.6 Replace damaged units.

1 PRODUCTS 1.1 STOREFRONT FRAMING

.1 Door and Sidelight Framing: Tri-Fab VG451T by Kawneer, or preapproved equivalent.



.2 Glazed Aluminum Doors: Wide stile by same manufacturer as framing.

1.2 COMPONENTS

.1 Aluminum Members: Extruded from 6063-T5 alloy and temper; free from defects impairing strength, appearance, and durability.

.2 Internal Reinforcing:

.1 ASTM A36 for carbon steel; or ASTM B308 for structural aluminum.

.2 Shapes and sizes to suit installation.

.3 Shop coat steel components after fabrication with alkyd type zinc chromate primer complying with FS TT-P-645.

.3 Anchorage Devices:

.1 Manufacturer's standard formed or fabricated steel or aluminum assemblies of shapes, plates, bars, or tubes.

.4 Fasteners:

.1 Aluminum, non-magnetic stainless steel or other materials warranted by manufacturer to be non-corrosive and compatible with components being fastened.

.2 Do not use exposed fasteners for application of hardware except where unavoidable.

.3 For exposed locations, provide countersunk Phillips head screws with finish matching items fastened.

.4 For concealed locations, provide manufacturer's standard fasteners.

.5 Provide nuts or washers of design having means to prevent disengagement; fastener thread deformation is unacceptable.

.5 Expansion Anchor Devices: Lead-shield or toothed-steel, drilled-in, expansion bolt anchors.

.6 Protective Coatings: Cold-applied asphalt mastic to SSPC-Paint 12, compounded for 30 mil (0.77 mm) thickness for each coat; or alkyd type zinc chromate primer to FS TT-P-645.

.7 Glazing Gaskets:

.1 Compression type design, replaceable, molded or extruded, of neoprene, or ethylene propylene diene monomer (EPDM).

.2 Conform to ASTM C509 or C864.

.3 Profile and hardness as required to maintain uniform pressure for watertight seal.

.4 Provide in manufacturer's standard black color.

.8 Internal Sealants: Types recommended by sealant manufacturer.

.9 "Anti-Walk" Edge Blocking: "W" shaped EPDM blocks to keep glazing material stationary under vibration or seismic loading.

1.3 GLASS AND GLAZING MATERIALS: Refer to Section 08 80 50.

1.4 SEALANT MATERIALS: Refer to Section 07 92 00.



1.5 FABRICATION

.1 Conceal fasteners wherever possible.

.2 Reinforce work as necessary for performance requirements, and for support to structure.

.3 Separate dissimilar metals and aluminum in contact with concrete utilizing protective coating or pre-formed separators to prevent contact and corrosion.

.4 Refer to Section 08 80 50 for glazing requirements.

1.6 FINISHES

.1 Aluminum Finish: Dark Bronze Anodized, Class I.


.1 Verify that opening sizes and tolerances are acceptable and ready to receive this work.

.2 Do not install frames in openings that are not plumb or are out of tolerance for size or alignment.

2.2 INSTALLATION

.1 Erection Tolerances:

.1 Limit variations from plumb and level:

1. 3 mm (1/8 inch) in 3 m (10 feet) vertically.

2. 3 mm (1/8 inch) in 6 m (20 feet) horizontally.

.2 Limit variations from theoretical locations: 6 mm (1/4 inch) for any member at any location.

.3 Limit offsets in theoretical end-to-end and edge-to-edge alignment: 2 mm (1/16 inch) from flush surfaces not more than 50 mm (2 inches) apart or out-of-flush by more than 6 mm (1/4 inch).

.2 Install doors and hardware in accordance with manufacturer's printed instructions.

.3 Set units plumb, level, and true to line, without warp or rack of frame.

.4 Anchor securely in place, allowing for required movement, including expansion and contraction.

.5 Separate dissimilar materials at contact points, including metal in contact with masonry or concrete surfaces, with bituminous paint or pre-formed separators to prevent contact and corrosion.

.6 Seal perimeter members as shown on manufacturer’s installation instructions or as required for unique job conditions. Set other members with internal sealants and baffles as called for in manufacturer’s installation instruct ions. Use sealants as recommended by sealant manufacturer.

.7 Coordinate installation of perimeter sealant and backing materials between assemblies and adjacent construction in accordance with requirements of Section 07 92 00.

.8 Glazing: Refer to requirements of Section 08 80 50. Utilize "anti-walk" edge blocking on all vertical edges of glazing.



2.3 ADJUSTMENT

.1 Re-adjust doors and hardware just prior to completion of building to function freely and properly.

.2 Adjust hardware for correct function.

2.4 CLEANING

.1 Clean surfaces in compliance with manufacturer's recommendations; remove excess mastic, mastic smears, foreign materials, and other unsightly marks.

.2 Clean metal surfaces, exercising care to avoid damage.

END OF SECTION

QUESNEL MUSEUM RENOVATION SECTION 08 50 00 GLASS AND GLAZING PAGE 1 OF 6



.1 Glass and glazing for sections referencing this section for Products and installation, including glass and glazing for:

.1 Interior and exterior doors.

.2 Aluminum storefronts.

.3 Mirror supply and installation – Refer to Interior Elevations for scope

.4 Back Painted Glass

.5 Glass Display Shelving and Doors



.2 Section 06 20 00 – Finish Carpentry

.3 Section 06 40 00 - Architectural Woodwork

.4 Section 07 92 00 - Joint Sealing

.5 Section 08 14 16 - Wood Doors

.6 Section 08 41 13 - Aluminum Framed Interior Storefront

.7 Section 08 44 13 - Glazed Aluminum Curtain Walls

1.3 REFERENCES

.1 ASTM C864-05 - Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers.

.2 ASTM C1503-08 - Specification for Silvered Flat Glass Mirror.

.3 ASTM D2240-05 (2010) - Test Method for Rubber Property—Durometer Hardness.

.4 CAN/CGSB 12.1-M90 - Tempered or Laminated Safety Glass.

.5 CAN/CGSB 12.3-M91 - Flat, Clear Float Glass.

.6 CAN/CGSB 12.5-M86 - Mirrors.

.7 CAN/CGSB 12.8-97 - Insulating Glass Units.

.8 CAN/CGSB 12.10-M76 - Glass, Light, and Heat Reflecting.

.9 CAN/CGSB 12.11-M90 - Wired Safety Glass.

.10 GANA (Glass Association of North America)

.1 Glazing Manual (50th Anniversary Edition).

.2 GANA Sealant Manual (2008).

.3 Laminated Glazing Reference Manual (2008).

.11 TM-300-90(04) North American Glazing Guidelines for Sealed Insulating Units for Commercial and Residential Use.







.1 Provide glass and glazing materials for continuity of building enclosure vapour retarder and air barrier.

.2 Size glass to withstand dead loads and positive and negative live loads acting normal to plane of glass as calculated in accordance with the applicable code.

1.6 SUBMITTALS

.1 Product Data:

.1 Glazing: Provide structural, physical and environmental characteristics, size limitations, special handling or installation requirements.

.2 Glazing Compounds: Provide chemical, functional, and environmental characteristics, limitations, special application requirements. Identify available colours.

.2 Samples: Submit two samples 150 x 150 mm (6 x 6 inches), exampling glass and colouration.

.3 Shop Drawings:

.1 Indicate dimensions, tolerances, anticipated deflection under load, affected related Work, for all structural glass assemblies (total by glass to glass). Shop Drawings to be signed and sealed by a specialty Engineer licensed in the Province of British Columbia.

.4 Submit together with shop drawings current IGMA certification for specified insulating glass makeup including edge deletion of low-E coating and specified gas fill, space and sealants.

.5 Letters of Assurance: Submit Schedules S-B and S-C to Registered Professional of Record in accordance and format of the Authority Having Jurisdiction:



.6 Manufacturer's Certificate: Certify that sealed insulated glass meets or exceeds specified requirements.


.1 Perform Work in accordance with GANA Sealant Manual and Glazing Manual, for glazing installation methods.

.2 Installer Qualifications: Company specializing in performing the work of this section with minimum five (5) years’ documented experience.



1.8 ENVIRONMENTAL REQUIREMENTS

.1 Do not install glazing when ambient temperature is less than 10°C (50°F).

.2 Maintain minimum ambient temperature before, during and 24 hours after installation of glazing compounds.

1.9 WARRANTY

.1 Provide ten (10) year warranty to include coverage for sealed glass units from seal failure, interpane dusting or misting, and replacement of same.

.2 Provide ten (10) year warranty to include coverage for delamination of laminated glass and replacement of same.

.3 Provide ten (10) year warranty to include coverage against silver spoilage of the mirrors and replacement of same.

2 PRODUCTS 2.1 GENERAL GLASS REQUIREMENTS

.1 All glass products of one type (including fabricated glass) shall be manufactured and fabricated by one company. All glass shall be delivered to site bearing manufacturer’s label, complete with glazing instructions where applicable.

.2 Apply all coatings of similar type in single production run to ensure color match.

.3 Ensure thorough and complete edges of glass are free from spalls, flake chips, or rough chips which would be either visible or compromise adhesion of exterior weather seal.

.4 Ensure edge deletion of Low E coating at periphery to avoid corrosion or visual distortion.

2.2 GLASS DESIGN

.1 In accordance with CAN/CGSB 12.20.

.2 Glass to conform to standards listed under References clause, this section.

.3 Refer to drawings for location of glazing types.

.4 Glazing types and thicknesses stated are minimum acceptable. Use laminated, heat strengthened, tempered glass or combination thereof and increase minimum thicknesses as required by engineered design and shop drawings.

.5 Float Glass: CAN/CGSB-12.3, glazing quality, clear, 6 mm (1/4 inch) minimum thick.

.6 Safety Glass: CAN/CGSB-12.1, clear, Type 1 (laminated) and Type 2 (tempered).

.1 Minimum 6 mm (1/4 inch) thick unless otherwise noted on drawings.

.2 Exposed Edges: Machine ground and flat polished.

.7 Low Emissivity (Low E) Caoting: Vitrum SolarSelect 74, or approved alternate.

.1 Ensure edge deletion of Low E coating at periphery to avoid corrosion or visual distortion.

.8 Glazing types and thicknesses stated are minimum acceptable. Use laminated, heat strengthened, tempered glass or combination thereof and increase minimum thicknesses as required by engineered design and shop drawings.



2.3 SEALED INSULATED GLASS UNITS – ALL EXTERIOR GLAZING

.1 Double Insulated Glass Units: CAN/CGSB-12.8, double pane, outer and inner pane of clear glass with low-E coating on #2 surface (tempered where required to meet BCBC requirements); interpane space filled with argon gas, with low conductivity 1/2” black warm edge spacer; total unit thickness of 25 mm (1 inch) minimum. Insulating glass edge seal construction to be of IGMA certified dual seal construction, with PIB primary seal and silicone secondary seal, with low conductivity metal spacer.

.1 Approved Manufacturer, Vitrum Glass Group.

.2 Fabricate continuous spacers with bent corners and fused butt joints.

.3 Insulated Glass Energy Performance Rating (Based on NFRC methodology):

.1 U-factor: 0.24

.2 Solar Heat Gain Coefficient: 0.39

.3 Visible Transmittance: 73 percent.

2.4 GLAZING ACCESSORIES

.4 Setting blocks: Silicone, 80-90 Shore A durometer hardness to ASTM D2240, size to suit glazing method, glass light weight and area.

.5 Spacer Shims: ASTM C864, Silicone, 50 to 60 Shore A durometer hardness, tested to ASTM D2240, minimum 75 mm (3 inches) long x one half the height of the glazing stop x thickness to suit application, self adhesive on one face.

.6 Glazing Tape:

.1 Preformed butyl compound with integral resilient tube spacing device; 10 to 15 Shore A durometer hardness tested to ASTM D2240; coiled on release paper; black colour.

.2 Closed cell polyvinyl chloride foam, coiled on release paper over adhesive on two sides, maximum water absorption by volume of 2 percent, designed for compression of 25 percent to effect an air barrier and vapour retarder seal.

.7 Glazing Splines and Gaskets: ASTM C864, resilient polyvinyl chloride or silicone extruded shape to suit glazing channel retaining slot.

.8 Lock-strip gaskets: ASTM C542.

.9 Glazing Clips: Manufacturer's standard type.

2.5 BACK PAINTED GLAZING

.1 6mm tempered low iron glass

.2 Colour as specified

2.6 GLASS DOORS AND SHELVING

.1 12mm tempered low iron glass

2.7 MIRROR MATERIALS

.1 Mirrors: Conform to CAN/CGSB-12.5 (No. 1 quality). All mirrors 6 mm (1/4 inch) thick



polished plate or float glass, backed with silvered copper paint. Sizes as indicated on drawings. All edges will be ground smooth and polished.

2.8 MIRROR ACCESSORIES

.1 Mirror Attachment Accessories: Stainless steel clips

.2 Mirror Adhesive: Chemically compatible with mirror coating and wall substrate.

.3 Coordinate with Section 09 30 00 for Schluter edge strip between tile and mirror.



.2 Verify that openings for glazing are correctly sized and within tolerance.

.3 Verify that surfaces of glazing channels or recesses are clean, free of obstructions that may impede moisture movement, weeps are clear, and ready to receive glazing.

3.2 PREPARATION

.1 Clean contact surfaces with solvent and wipe dry.

.2 Seal porous glazing channels or recesses with substrate compatible primer or sealer.

.3 Prime surfaces scheduled to receive sealant.

.4 Install sealant in accordance with manufacturer's written instructions.

3.3 GLAZING INSTALLATION - EXTERIOR DRY METHOD (TAPE AND GASKET SPLINE GLAZING)

.1 Cut glazing spline to length; install on glazing pane. Seal corners by butting tape and sealing junctions with sealant.

.2 Place setting blocks at 1/4 points with edge block no more than 150 mm (6 inches) from corners.

.3 Rest glazing on setting blocks and push against fixed stop with sufficient pressure to attain full contact.

.4 Install removable stops without displacing glazing spline. Exert pressure for full continuous contact.

.5 Trim protruding tape edge.

3.4 GLAZING INSTALLATION - INTERIOR DRY METHOD (TAPE AND TAPE)

.1 Cut glazing tape to length and set against permanent stops, projecting 1.5 mm (1/16 inch) above sight line.

.2 Place setting blocks at 1/4 points with edge block no more than 150 mm (6 inches) from corners.

.3 Rest glazing on setting blocks and push against tape for full contact at perimeter of pane or unit.



.4 Place glazing tape on free perimeter of glazing in same manner described above.

.5 Install removable stop without displacement of tape. Exert pressure on tape for full continuous contact.

.6 Knife trim protruding tape.

3.5 MIRROR AND BACK PAINTED GLASS INSTALLATION

.1 Unframed type fixed to walls using concealed clips, using number as recommended by mirror manufacturer, taking into account mirror size and full mopping of adhesive or as otherwise indicated on drawings. Use low VOC mirror adhesive.

.2 Unless specifically indicated otherwise on the Drawings or specifications, on areas requiring more than one full width of glass or mirror, locate joints as follows:

.1 When an even number of full glass or mirror widths is required, centre the centre joint on the centreline of the area width with equal number of widths occurring on each side.

.2 When an odd number of full glass or mirror widths are required, centre one full width on the centreline of the area width with equal number of widths occurring at each side.

.3 When full and partial glass or mirror widths are required, centre one full width on the centreline of area width with equal number of full and/or partial widths occurring on each side.

3.6 CLEANING

.1 Remove glazing materials from finish surfaces.

.2 Remove labels after Work is complete.

.3 Clean glass and adjacent surfaces.


.1 After installation, mark pane with an 'X' by using removable plastic tape or paste.

END OF SECTION

QUESNEL MUSEUM RENOVATION SECTION 08 71 00 HARDWARE PAGE 1 OF 7



.1 The supply of finish hardware listed in this section


.1 Section 06 20 00 – Finish Carpentry

.2 Section 07 92 00 – Joint Sealers

.3 Section 08 11 13 – Metal Doors and Frames

.4 Section 08 14 16 – Wood Doors

.5 Section 08 41 13 – Aluminum Storefronts and Entrance Doors

.6 Section 08 81 00 - Glass and Glazing.

.7 Section 28 30 00 – Electronic detection and Alarm

1.3 REFERENCES

.1 Hardware shall comply with the current issue of codes and standards as listed herein.

.2 ANSI American National Standards Institute

.3 BHMA Builders Hardware Manufacturers Association

.4 CSA Canadian Standards Association

.5 ULC Underwriters Laboratories Canada

.6 NFPA National Fire Protection Association

.7 DHI Door and Hardware Institute

.8 NFPA 80 Fire Doors and Windows

.9 NFPA 101 Life Safety Code

.10 BHMA Standards Materials and Finishes

.11 CEC Canadian Electrical Code

.12 DHI Document Installation Guide for Doors and Hardware

.13 BCBC 2012 British Columbia Building Code

1.4 SUBMITTALS

.1 Submit six (6) copies of the detailed hardware schedule for review prior to ordering hardware. Schedules shall be standard vertical format. Headings shall include room designations, door numbers, door size and material, frame material, handing, fire resistance rating, degree of opening, and original hardware group. A schedule of mounting heights shall be included with shop drawings. Provide separate schedules for aluminum doors. Each opening shall have its own item number and only door and hardware assemblies which are identical in every detail, may be grouped together on one heading. Product description shall be complete in every detail as recommended by the manufacturer under ordering procedures including sizes and fasteners.

.2 Submit six (6) copies of engineering drawings including: system block diagrams



indicating all components, interconnection and cabling; complete detailed system point to point circuit and riser diagrams, conduit and cable allocations, enclosure and back box types; and all required information to provide a detailed review of functional criteria and equipment assessment. Provide conduit and cabling drawings specific to each application for coordination with Div. 26 and Div. 28 work. Conduit drawings shall show detail for cable hole and grommet locations within curtain wall framing systems.

.3 Submit six (6) copies of the detailed keying schedule for review. Keying schedule shall have columns for scheduled item number, door number, lock or cylinder type, and keying detail. Keying detail nomenclature shall be as defined in DHI document “Keying - Procedures, Systems and Nomenclature”.

.4 Submit one sample of each device if requested by Consultant.

.5 Submit one (2) copies of manufacturers catalog cut for each item of door hardware to be furnished.

.6 Submit installation, operating and maintenance manuals. Provide two (2) sets for preliminary review and four (4) final sets to be delivered to the construction manager prior to substantial completion. Each set to include:

.1 Copy of as installed hardware schedule incorporating all changes

.2 Copy of as installed wiring diagrams incorporating changes

.3 Copy of all installation instructions

.4 Copy of parts and maintenance data

.5 Binder for above

1.5 COORDINATION

.1 Coordinate installation of wall mounted door stops for provision of required backing as specified in Section 06 10 00 – Rough Carpentry.

.2 All electrified hardware applications and products specified herein have been selected to allow for all available options and therefore the exact operation is deemed to be a site configurable variable. It will be the responsibility of this trade contractor to determine the exact functionality and operational requirement for all electrified hardware as well as the exact requirements for interface to related systems prior to commencing work.

.3 Convene a design review meeting within forty (40) days of Contract award. Coordinate functional review of design documents and resolve any conflicts between Contract Documents and actual requirements.

.4 Coordinate final conduit system design, device locations, and electrical service allocations and requirements. The Division 26 trade contractor shall be responsible for the supply and installation of all industry standard conduit, back boxes, junction boxes, device boxes, and terminal panels to provide a complete conduit system. Provide all manufactured system specific enclosures to Division 26 trade contractor for installation as part of the conduit system. Substantial corrosion resistant pull strings to be installed in all conduit runs.

.5 Confer with various sections of work and refer to detail drawings prior to ordering hardware to ensure that they will conform to and fit actual conditions on site. Refer to door schedule for correct sizing of all hardware. Refer to architectural details for exact location of all devices.

.6 Check all architectural details and confirm special frame rebate details and applications. Provide special lip strikes, or any special peripheral components suitable for the application as detailed. Refer to door schedule and architectural details to confirm glazing sizes and applications. Provide hardware sized or templated to accommodate



glazed openings.

.7 Coordinate hardware components with door and frame manufacturers to ensure correct door and frame preparation. Inform manufacturers where conduit may be required within their respective assemblies and provide all required templates for door and frame preparation. Ensure that frames have been prepared correctly and that appropriate back boxes for conduit termination have been provided at correct locations prior to frame installation. Ensure that doors have been prepared correctly for all devices and that doors contain flexible conduit where required.

.8 Coordinate with aluminum door trade to ensure the proper preparation and fabrication of aluminum doors and frames. Coordinate where holes and grommets are required in framing system to accommodate cabling. Provide physical samples rather than paper templates if requested. If any devices are required to be installed in door or frame assemblies in the shop or during assembly or fabrication, provide such items direct to manufactures in ample time to allow for work to be completed in accordance with construction schedule. Coordinate and template concealed closer holder devices to the required degree of opening to obtain hold open points without door or hardware contacting other surfaces.

1.6 DEILVERY STORAGE AND HANDLING

.1 Hardware is to be delivered in manufacturers original packaging and labelled with item numbers from approved hardware schedule.

.2 A locked, dry, dedicated room shall be provided for storage of hardware.

1.7 WARRANTY

.1 All products shall be guaranteed against defects in design, workmanship, materials, and finishes for a minimum of 12 months. Warranty excludes faulty operation due to improper installation or failure to exercise normal maintenance. Any defects shall be made good at no additional cost to the Owner. Warranty periods shall commence from date of Substantial Performance of the Work.


.1 Deliver materials in accordance with manufacturer’s written instructions.

.2 Deliver materials to the site in undamaged condition and in original unopened containers, marked to indicate brand name, manufacturer, and ULC markings for fire rated doors.

.3 Store materials indoors away from direct sunlight and in accordance with manufacturer's recommendations.

.4 Protect doors from scratches, handling marks and other damage.


.1 The manufacturers listed herein have been used in the preparation of this document.

.2 Hinges Ives/Stanley/Mckinney

.3 Continuous Hinges Select/Ives/Pemko

.4 Locksets Schlage (No substitutions)

.5 Cylinders Schlage (No substitutions)

.6 Exit Devices Von Duprin (No substitutions)



.7 Door Closers LCN (No substitutions)

.8 Overhead Stops Glynn Johnson (No substitutions)

.9 Push / Pull Gallery/Trimco/Ives

.10 Thresholds and Seals Pemko/KN Crowder/Draftseal

.11 Door Position Indicators Sentrol

.12 Automatic Operators LCN

2.2 MATERIALS REQUIREMENT

.1 Furnish hardware with all necessary fasteners, mounting brackets and special tools required for the proper installation as recommended by the manufacturer. Fastening devices shall be of the same Material and finish as the item to which it is fastened.

.2 Provide 114mm x 114mm Hinges for doors up to 950mm and 127mm x 114mm Hinges for doors over 950mm wide. Provide 3 Hinges per leaf for doors up to 2150 in height and one additional Hinge for each additional 600mm in door height. Exterior out swinging doors shall have non-removable pins. Refer to frame details and dimensions for conditions requiring wide throw hinges or specially swaged hinges.

.3 All locksets shall be provided with “RHO” lever design. Where lever trim is specified on exit devices, trim shall match lever design on locks. Provide wrought boxes with all strikes. Refer to door and frame details and dimensions for conditions requiring special length strike lips or fasteners:

.4 All floor and wall stops shall be cast brass or bronze base material. Provide wall stops wherever possible. Where wall stops are not suitable due to Site conditions, provide suitable floor stops. Provide machine screws and lead shields for all concrete applied floor or wall stops.

.5 Conform to Underwriters Laboratories ULC or cUL applicable listings for labelled hardware in rated openings.

.6 Wherever possible install closers with parallel arm configuration. On wood doors use Thru-bolts provided by the closer manufacturer for installation.

2.3 FINISHES

.1 Refer to hardware schedule for finishes.

2.4 KEYING SYSTEM

.1 All locks and cylinders shall be keyed to new grandmaster and master key system using a Schlage keyway. All cylinders must be construction keyed.

.2 Hardware, cylinders and construction keys are to be shipped to the site contractor for installation.

.3 All keys shall be shipped by registered mail or courier directly from the manufacturer to the address authorized by the owner’s representative.

3 EXECUTION 3.1 COORDINATION

.1 Coordinate with electrical, door hardware, door and frame suppliers, and any other trades who may have field devices operating to the demands of the system.

3.2 INSPECTION

.1 Inspect surfaces and conditions on site prior to commencing work. Verify that all door



and frame assemblies have been prepared correctly prior to commencing work. Commencement of work assumes acceptance of site conditions.

.2 Verify that all conduit, back boxes, junction boxes, device boxes, and terminal panels have been installed where required prior to commencing work.

.3 Prior to final inspection verify that all hardware has been installed per the approved hardware schedule and manufacturers instructions, and ensure correct operation.

.4 Install wall stops to contact levers or pulls where they protrude from the door. Where push plates and pulls are mounted back to back, through bolts for pulls shall be countersunk and plates shall cover bolt heads.

.5 Size all universal closers to suit site conditions and in accordance with barrier free accessibility code.

.6 If shimming is necessary, use only approved corrosive resistant metal shims. Organic materials are not acceptable.

.7 Door position switches for man doors shall be supplied by this section to allow for door and frame preparation. All door position switches shall be installed terminated at access panels by Security Trade Contractor.

.8 Power supplies for electrified hardware shall be supplied by Div. 8 and installed by Div. 26. Hardware power supplies shall be provided with control modules that completely isolates hardware power from security access panels. Control modules shall allow a dry trigger input from the access panel outputs to control power to the hardware device and shall provide individual fused outputs for each device.

.9 Where automatic operators are specified on access controlled openings, provide relay modules which allow push buttons operation to be interfaced with the access control system. Un-secure side push buttons shall be supplied with DPDT switches and shall provide direct activation to the operator and request to exit input to the access system. Secure side push buttons shall provide direct activation of the operator and shall be enabled or disabled by the access control system. Where required, card reader shall provide direct activation of operator.

3.3 TESTING AND COMMISIONING

.1 Prior to final inspection verify that all hardware has been installed according to the approved hardware schedule and manufacturer’s instructions. Test all electrical hardware and monitoring devices to ensure that hardware is fully operational in stand-alone mode.

.2 Commissioning shall be performed for both stand alone and integrated operations. Access and egress control functions of the electrified hardware shall be demonstrated in stand-alone mode without the interface to the access control system. Door position monitoring and request to exit functions shall be demonstrated by a circuit continuity test from the device to the interface terminal strip. Coordinate commissioning of integrated operations with Security trade Contractor to complete the door and security requirements to a fully operational state including: control, monitoring, alarm and reset functions, as well as free or delayed egress exit related functions.

3.4 PROTECTION AND MAINTENANCE

.1 Be responsible for protective treatment and other precautions required to ensure that hardware components will be without damage until completion of the Work. Replace any item that is scratched, marred, or damaged. Instruct the Owner on the proper operation, care and maintenance of hardware and door systems.

3.5 HARDWARE GROUPS

.1 Abbreviations used:



.1 IVE Ives

.2 VON Von Duprin

.3 SCH Schlage

.4 LCN LCN Closers

.5 GLY Glynn Johnson

.6 KNC KN Crowder

.7 SDC Security Door Controls

.8 SEN Sentrol

.9 SEL Select Hinge

.10 TRM Trimco

GROUP 1 A (Aluminum door with Auto-opener): 1 ea Cont. Hinges SL24 CLEAR SEL 1 ea Exit Device 9847NL 628 VON 1 ea Cylinder 20-021 630 SCH 1 ea Pull 8190HD-12” 628 IVE 1 ea Automatic Operator 4640 (Flush ceiling mount) 689 LCN 1 ea Closer 4040XP-18G (LONG) (top jamb) 689 LCN 1 ea Overhead stop 100S series US32D GLY 1 ea Sweep W13S x width D KNC 1 set Perimeter Seal by door manufacturer 1 ea Threshold by door manufacturer 1 ea Actuator 8310-853 630 LCN 1 ea Flush mounting box 8310-867F LCN

GROUP 1 B (Exterior door without Auto opener): 1 ea Cont. Hinges SL24 CLEAR SEL 1 ea Exit Device 9847NL 628 VON 1 ea Cylinder 20-021 630 SCH 1 ea Pull 8190HD-12” 628 IVE 1 ea Closer 4040XP-18G (LONG) (top jamb) 689 LCN 1 ea Overhead stop 100S series US32D GLY 1 ea Sweep W13S x width D KNC 1 set Perimeter Seal by door manufacturer 1 ea Threshold by door manufacturer GROUP 2 (Interior Passage Function): 3 ea Hinges 3CB1 4.5 X 4.5 628 IVE 1 ea Lever ND10S-RHO 626 SCH 1 ea Stop WS406CCV 628 IVE

GROUP 3 (Interior Office Function): 3 ea Hinges 3CB1 4.5 X 4.5 628 IVE 1 ea Lever ND50PDS-RHO 626 SCH 1 ea Stop WS406CCV 628 IVE



GROUP 4 (Interior Storage Function): 3 ea Hinges 3CB1 4.5 X 4.5 628 IVE 1 ea Lockset ND80PD-RHO 626 SCH 1 ea Closer 4011 689 LCN 1 ea Stop WS406CCV 626 IVE 1 ea Kickplate 8400 10”x width 626 IVE 1 set Perimeter Seal W66 (1 x width, 2 x height) BLK KNC

GROUP 5 (Interior Washroom Function): 3 ea Hinges 3CB1 4.5 X 4.5 628 IVE 1 ea Privacy ND40S-RHO 626 SCH 1 ea Closer 4111 DEL 689 LCN 1 ea Stop WS406CCV 628 IVE 1 set Perimeter Seal W66 (1 x width, 2 x height) BLK KNC

END OF SECTION

QUESNEL MUSEUM RENOVATION SECTION 09 21 16 GYPSUM BOARD ASSEMBLIES

PAGE 1 OF 6


1 GENERAL .1 SECTION INCLUDES

.1 Gypsum board and joint treatment.

.2 Rated assemblies.




.3 Section 07 21 00 - Thermal Insulation: Acoustic and thermal insulation.

.4 Section 07 84 00 - Firestopping.

1.2 DESIGN REQUIREMENTS

.1 Suspension System:

.1 Rigidly secure acoustic ceiling system including integral mechanical and electrical components with maximum deflection of 1:360.

.2 Loads: Design and size components to withstand seismic loads and sway displacement in accordance with the current BC Building Code.

1.3 REFERENCES

.1 ASTM C475/C475M-02 (R2007) - Joint Compound and Joint Tape for Finishing Gypsum Board.

.2 ASTM C557-03(2009)e1 - Adhesives for Fastening Gypsum Wallboard to Wood Framing.

.3 ASTM C645-09a - Specification for Nonstructural Steel Framing Members.

.4 ASTM C754-09a - Specification for Installation of Steel Framing Members to Receive Screw-Attached Gypsum Panel Products.

.5 ASTM C840-08 - Application and Finishing of Gypsum Board.

.6 ASTM C1002-07 - Steel Self-Piercing, Tapping Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs.

.7 ASTM C1047-10a - Accessories for Gypsum Wallboard and Gypsum Veneer Base.

.8 ASTM C1177/C1177M-08 - Glass Mat Gypsum Substrate for Use as Sheathing.

.9 ASTM C1178/C1178M-08 - Specification for Coated Glass Mat Water-Resistant Gypsum Backing Panel.

.10 ASTM C1278/C1278M-07a - Specification for Fiber-Reinforced Gypsum Panel.

.11 ASTM C1280-09 - Specification for Application of Gypsum Sheathing.

.12 ASTM C1396/C1396M-09a - Gypsum Board.

.13 AWCC (Association of the Wall and Ceilings Contractors) - (Specification Standards Manual, 2003.

.14 GA-216-07 (Gypsum Association) - Application and Finishing of Gypsum Panel Products.

.15 CAN/ULC-S101-07 - Methods of Fire Endurance Tests of Building Construction and Materials.


PAGE 2 OF 6





1.5 SUBMITTALS


.2 Shop Drawings: Submit shop drawings of access panels and layout of acoustic GWB panels.

.3 Product Data: Submit manufacturer's printed product literature, specifications and data sheets.




.5 Installation Data: Manufacturer's special installation requirements.


.1 Perform Work in accordance with ASTM C840 and AWCC requirements.

.2 Installer Qualifications: Company specializing in performing the work of this section with minimum three (3) years documented experience.


.1 Conform to applicable code for fire rated assemblies in conjunction with Section 09 22 16 as follows:

.1 Fire resistance classifications to CAN/ULC S101.

.2 Fire rated Design Assembly No. as listed on Drawings.

1.8 DELIVERY, STORAGE AND PROTECTION

.1 Deliver materials in original packages, containers or bundles bearing manufacturers brand name and identification.

.2 Store materials inside, level, under cover. Keep dry. Protect from weather, other elements and damage from construction operations and other causes.

.3 Handle gypsum boards to prevent damage to edges, ends or surfaces. Protect metal accessories and trim from being bent or damaged.


PAGE 3 OF 6


1.9 WASTE MANAGEMENT AND DISPOSAL

.1 Separate and recycle waste materials in accordance with Project requirements specified Section 01 74 19 - Waste Management and Disposal.

2 PRODUCTS 2.1 FRAMING MATERIALS

.1 Furring, Framing, and Accessories: To ASTM C645.

.2 Anchorage to Substrate: Tie wire, nails, screws, and other metal supports, of type and size to suit application; to rigidly secure materials in place.

.3 Resilient Furring Channel: D-1007 Resilient Channel as supplied by Bailey Metal Products Ltd. or approved equivalent.

2.2 GYPSUM BOARD MATERIALS

.1 Type X Gypsum Board: ASTM E119, paper-faced, 16 mm (5/8 inch) thick, maximum available length in place; tapered edges, ends square cut.

.2 Moisture Resistant Gypsum Board: ASTM C1396/C1396M, paper-faced, regular core, 16 mm (5/8 inch) thick and Type X, 16 mm (5/8 inch) thick; maximum available length in place; tapered edges, ends square cut.

1.1 RATED ASSEMBLIES

.1 Refer to drawings.

1.2 ACCESSORIES

.1 Acoustic Insulation: As specified in Section 07 21 00.

.2 Acoustic Sealant: Non-hardening, non-skinning, for use in conjunction with gypsum board.

.3 Corner Beads: ASTM C1047.

.4 Edge Trim: ASTM C1047; tapeable type casing bead where exposed. Plastic trim is not acceptable.

.5 Joint Materials: ASTM C475.

.1 Reinforcing tape, adhesive, and water.

.2 Joint compound: Asbestos-free.

.6 Gypsum Board Fasteners: ASTM C1002, corrosion resistance treated, Type S or W to suit application.

.7 Access Panels: Install only where approved by the consultant. Flush door type, screwdriver operated cam locks with locking cylinder option, concealed hinges, plain or fire rated with integral frame for installation after wall finish is applied, complete with fixing screws and shields to suit wall type. Finishes and types as follows:

.1 Drywall Standard: Prime coated for painting with walls.


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.2 Fire Rated: Suit wall rating.

.3 Approved Manufacturers: Acudor Products Ltd., Milcor, Van Met as distributed by Ritchie Equipment or approved equivalent manufacturer meeting design and performance requirements.

.4 Review all locations with consultant prior to installation.



.2 Verify that site conditions are ready to receive work and opening dimensions are as instructed by the manufacturer.

3.2 ERECTION

.1 Do application and finishing of gypsum board in accordance with ASTM C840 except where specified otherwise.

.2 Do application of gypsum sheathing in accordance with ASTM C1280.

.3 Erect hangers and runner channels for suspended gypsum board ceilings in accordance with ASTM C840 except where specified otherwise.

.4 Support light fixtures by providing additional ceiling suspension hangers within 150 mm (6 inches) of each corner and at maximum 600 mm (24 inches) around perimeter of fixture.

.5 Install work level to tolerance of 1:1200.

.6 Frame with furring channels, perimeter of openings for access panels, light fixtures, diffusers and grilles.

.7 Furr for gypsum board faced vertical bulkheads within and at termination of ceilings.

.8 Furr above suspended ceilings for gypsum board fire and sound stops and to form plenum areas as indicated.

.9 Install wall furring for gypsum board wall finishes in accordance with ASTM C840, except where specified otherwise.

.10 Furr openings and around built-in equipment, cabinets, access panels, on four sides. Extend furring into reveals. Check clearances with equipment suppliers.

.11 Furr duct shafts, beams, columns, pipes and exposed services where indicated.

.12 Erect drywall resilient furring transversely across studs, spaced maximum 600 mm (24 inches) on centre and not more than 150 mm (6 inches) from ceiling/wall juncture. Secure to each support with drywall screws.

.13 Install 150 mm (6 inches) continuous strip of gypsum board along base of partitions where resilient furring installed.

.14 Install gypsum board as fire stop material where noted or required by BCBC.

3.3 FURRING FOR FIRE RATINGS


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.1 Install furring as required for fire resistance ratings indicated.

3.4 CEILING FRAMING INSTALLATION

.1 Install to ASTM C754 or GA-216.

.2 Coordinate location of hangers with other work.

.3 Install ceiling framing independent of walls, columns, and above ceiling work.

.4 Reinforce openings in ceiling suspension system which interrupt main carrying channels or furring channels, with lateral channel bracing. Extend bracing minimum 600 mm (24 inches) past each end of openings.

.5 Laterally brace entire suspension system.

3.5 ACOUSTIC ACCESSORIES INSTALLATION

.1 Install resilient channels at maximum 600 mm (24 inches) on centre. Locate joints over framing members.

.2 Place acoustic insulation in partitions tight within spaces, around cut openings, behind and around electrical and mechanical items within or behind partitions, and tight to items passing through partitions.

.3 Install acoustic sealant within partitions in accordance with manufacturer's written instructions.

3.6 GYPSUM BOARD INSTALLATION

.1 Install gypsum board in accordance with ASTM C840 or GA-216.

.2 Install Acoustic Perforated Gypsum Board according to manufacturer’s instructions with layout as noted in drawings.

.3 Erect single layer standard gypsum board in most economical direction, with ends and edges occurring over firm bearing.

.4 Erect fire rated gypsum board in accordance with applicable ULC design number.

.5 Use screws when fastening gypsum board to metal furring or framing.

.6 Treat cut edges and holes in moisture resistant gypsum board with sealant.

.7 Place control joints consistent with lines of building spaces as indicated.

.8 Place corner beads at external corners. Use longest practical length. Place edge trim where gypsum board abuts dissimilar materials and as indicated.

.9 Install backing board over metal studs in accordance with manufacturer's written instructions.

.10 Coordinate shower board installation with membrane installer and plumber.

3.7 JOINT TREATMENT

.1 Finish in accordance with ASTM C840 or AWCC for appropriate level finish, but not less than Level 3 for Mechanical, Electrical, and Service Rooms, Level 4 for most other areas


PAGE 6 OF 6


except Level 5 semi-gloss where paint is to be used.

.2 Provide Level 4 finish to perforated ceiling sections, and fully floated Level 5 finish to non-perforated ceiling sections.

.3 Tape, fill, and sand exposed joints, edges, and corners to produce smooth surface ready to receive finishes.

.4 Feather coats on to adjoining surfaces so that camber is maximum 1/32 inch.

.5 Taping, filling, and sanding is not required at surfaces behind adhesive applied ceramic tile.

.6 Fill and finish joints and corners of cementitious backing board.

3.8 TOLERANCES

.1 Maximum Variation of Finished Gypsum Board Surface from True Flatness: 3 mm (1/8 inch) in 10 feet in any direction.

END OF SECTION

QUESNEL MUSEUM RENOVATION SECTION 09 51 13 ACOUSTIC PANEL CEILINGS

PAGE 1 OF 5



.1 Suspended metal grid ceiling system.

.2 Acoustic tile.



.2 Mechanical Drawing Specifications

.3 Electrical Drawing Specifications

1.3 REFERENCES

.1 ASHRAE 62.1-2013 - Ventilation for Acceptable Indoor Air Quality.

.2 ASTM A641/A641M-09a - Standard Specification for Zinc-Coated (Galvanized) Carbon Steel Wire.

.3 ASTM A653/A653M-11 - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.

.4 ASTM C423-09a - Standard Test Method for Sound Absorption and Sound Absorption Coefficients by the Reverberation Room Method.

.5 ASTM C635/C635M-11 - Standard Specification for the Manufacture, Performance, and Testing of Metal Suspension Systems for Acoustical Tile and Lay-in Panel Ceilings.

.6 ASTM C636/C636M-11 - Metal Ceiling Suspension Systems for Acoustical Tile and Lay-in Panels.

.7 ASTM E84-12 - Surface Burning Characteristics of Building Materials.

.8 ASTM E580/E580M-11b –Ceiling Suspension Systems for Acoustical Tile and Lay-in Panels in Areas Subject to Earthquake Ground Motions.

.9 ASTM E1264-08e1 - Acoustical Ceiling Products.

.10 ASTM E1414/E1414M-11a - Standard Test Method for Airborne Sound Attenuation Between Rooms Sharing a Common Ceiling Plenum.

.11 ASTM E1477-98a (2013) - Standard Test Method for Luminous Reflectance Factor of Acoustical Materials by Use of Integrating-Sphere Reflectometers.

.12 Association of Wall and Ceiling Contractors (AWCC) - Specification Standards Manual 2012.

.13 CAN/ULC S102-07 - Surface Burning Characteristics of Building Materials and Assemblies.

.14 LEED – Leadership in Energy and Environmental Design.

.15 UL 2577-2013 - Suspended Ceiling Grid Low Voltage Systems and Equipment.

.16 UL - Fire Resistance Directory.

.17 ULC - Fire Resistance Directory.

1.4 PERFORMANCE/DESIGN REQUIREMENTS


PAGE 2 OF 5


.1 Suspension System:

.1 Rigidly secure acoustic ceiling system including integral mechanical and electrical components with maximum deflection of 1:360.

.2 Loads: Design and size components to withstand seismic loads and sway displacement in accordance with the current BC Building Code, to seismic restraint Zone 1 in accordance with ASTM E580/E580M.

.2 Surface Burning Characteristics: As follows, tested per ASTM E84 and complying with ASTM E1264 for Class A products.

.1 Flame Spread: 25 or less.

.2 Smoke Developed: 50 or less.



.2 Coordination: Coordinate with other work having direct bearing on work of this section.


.4 Sequencing:

.1 Sequence work to ensure acoustic ceilings are not installed until building is enclosed, sufficient heat is provided, dust generating activities have terminated, and overhead work is completed, tested, and approved.

.2 Install acoustic units after wet interior work is dry.

1.6 SUBMITTALS


.2 Product Data:

.1 Submit manufacturer's printed product literature, specifications and data sheets.




.4 Samples: Submit samples as follows:

.1 Samples: Submit two (2) full size samples illustrating material and finish of acoustic units.

.2 Samples: Submit two (2) samples of suspension system, 300 mm (12 inches) long.




.8 Sustainable Design: Provide required LEED documentation for Certification in accordance with Section 01 35 18 – LEED Requirements and Procedures.


PAGE 3 OF 5


.9 Extra Stock Materials:

.1 Provide 2% of total acoustic unit area of extra full tile, to Owner, with manufacturer’s packaging and labelling.


.1 Follow recommendations of AWCC Specification Standards Manual.

.2 Grid Manufacturer Qualifications: Company specializing in manufacturing Products specified in this section, with minimum three (3) years’ documented experience.

.3 Acoustic Unit Manufacturer Qualifications: Company specializing in manufacturing Products specified in this section, with minimum three (3) years’ documented experience.


.1 Deliver acoustical ceiling units to project site in unopened manufacturer’s packaging. Store in enclosed space and protect from damage.

.2 Acclimatize acoustical ceiling units at installation site as recommended by manufacturer.


.1 Separate and recycle waste materials in accordance with Project requirements specified in Section 01 74 19 – Construction Waste Management and Disposal.


.1 Maintain uniform temperature of minimum 16°C (60°F) and maximum humidity of 40 percent prior to, during, and after acoustic unit installation.


.1 Armstrong World Industries, Inc.

2.2 ACOUSTICAL CEILING UNITS

.1 Acoustical Panels Type ACT-1:

.1 Product: Ultima High NRC 1943 as manufactured by Armstrong World Industries.

.2 Surface Texture: Fine.

.3 Composition: Mineral Fiber.

.4 Color: White.

.5 Size: 24 x 48 x 7/8 inches.

.6 Edge Profile: Square Lay-in

.7 Noise Reduction Coefficient (NRC): ASTM C423; Classified with UL label on product carton, 0.80.

.8 Ceiling Attenuation Class (CAC): ASTM E1414; Classified with UL label on product carton, 35.


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.9 Emissions Testing: Section 01350 Protocol, < 13.5 ppb of formaldehyde when used under typical conditions required by ASHRAE Standard 62.1.

.10 Flame Spread: ASTM E1264; Class A (UL).

.11 Light Reflectance (LR): ASTM E1477; White Panel: Light Reflectance: 0.87.

.12 Antimicrobial Protection: Resistance against the growth of mold/mildew and gram positive and gram negative odor and stain causing bacteria.

2.3 SUSPENSION SYSTEMS

.1 Components: Commercial quality cold rolled, hot-dipped galvanized steel, to ASTM A653. Exposed surfaces chemically cleansed and prefinished with baked polyester paint.

.1 Structural Classification: ASTM C635 Heavy Duty.

.2 Color: White.

.3 Acceptable Product:

.1 Armstrong Prelude 15/16”

.2 Attachment Devices: Size for five times design load indicated in ASTM C635, Table 1, Direct Hung unless otherwise indicated.

.3 Wire for Hangers and Ties: ASTM A641, Class 1 zinc coating, soft temper, pre-stretched, with a yield stress load of at least time three design load, but not less than 12 gauge.

.4 Edge Moldings and Trim: Metal or extruded aluminum of types and profiles indicated or, if not indicated, manufacturer's standard moldings for edges and penetrations, including light fixtures, to fit type of edge detail and suspension system indicated. Provide moldings with exposed flange of the same width as exposed runner.

2.4 ACCESSORIES

.1 Touch-Up Paint: Type and colour to match acoustic and grid units.


.1 Do not proceed with installation until all wet work such as concrete, and painting has been completed and thoroughly dried out, unless expressly permitted by manufacturer's printed recommendations.

3.2 PREPARATION

.1 Measure each ceiling area and establish layout of acoustical units to balance border widths at opposite edges of each ceiling. Avoid use of less than half width units at borders, and comply with reflected ceiling plans.

.2 Coordination: Furnish layouts for preset inserts, clips, and other ceiling anchors whose installation is specified in other sections.

.1 Furnish concrete inserts and similar devices to other trades for installation well in advance of time needed for coordination of other work.

3.3 INSTALLATION


PAGE 5 OF 5


.1 Install suspension system and panels in accordance with the manufacturer's instructions, and in compliance with ASTM C636, UL 2577 and with authorities having jurisdiction.

.2 Suspend main beam from overhead construction with hanger wires spaced 48 inches on center along the length of the main runner. Install hanger wires plumb and straight.

.3 Install wall moldings at intersection of suspended ceiling and vertical surfaces. Miter corners where wall moldings intersect or install corner caps.

.4 Install acoustical panels in coordination with suspended system, with edges resting on flanges of main runner and cross tees. Cut and fit panels neatly against abutting surfaces. Support edges by wall moldings.

3.4 ADJUSTING AND CLEANING

.1 Replace damaged and broken panels.

.2 Clean exposed surfaces of acoustical ceilings, including trim, edge moldings, and suspension members. Comply with manufacturer's instructions for cleaning and touch up of minor finish damage.

.3 Use ceiling touch-up paint to hide minor scratches and nicks in the surface and to cover field tegularized edges exposed to view.

.4 Remove and replace work that cannot be successfully cleaned and repaired to permanently eliminate evidence of damage.


.1 Maximum Variation from Flat and Level Surface: 3 mm in 3000 mm (1/8 inch in 10 feet). Maximum Variation from Plumb of Grid Members Caused by Eccentric Loads: 2°.

END OF SECTION

QUESNEL MUSEUM RENOVATION SECTION 09 65 10 RESILIENT FLOORING

PAGE 1 OF 6



.1 Resilient sheet flooring.

.2 Resilient base.

.3 Transition strips.



.2 Section 03 35 00 – Concrete Finishing

1.3 REFERENCES

.1 ASTM E84-10b - Test Method for Surface Burning Characteristics of Building Materials.

.2 NFCA National Floor Covering Association: Floor Covering Specification Manual, and applicable manufacturer's manuals shall be to the latest printed edition of such standards.

.3 ASTM C423 Standard Test Method for Sound Absorption, Noise Reduction Coefficient

.4 CAN/ULC-S102-07 - Method of Test for Surface Burning Characteristics of Building Materials and Assemblies.




1.5 SUBMITTALS


.2 Product Data:

.1 Provide product data for each material specified, including preparation instructions and recommendations, and storage and installation instructions.

.2 Submit "Material Safety Data Sheets" for sealers and adhesives.

.3 Flame Spread Certification: Submit manufacturer's certification that resilient flooring furnished for areas indicated to comply with required flame spread rating has been tested and meets or exceeds indicated or required standard.

.3 Samples:

.1 Submit two (2) samples, 300 x 300 mm (12 x 12 inches) in size illustrating colour and pattern for each floor material for each colour specified.

.2 Submit two (2) 300 mm (12 inch) long samples of base material for each colour specified.

.3 Submit samples of transition strips.

.4 Installation Data: Manufacturer's special installation requirements including special procedures and perimeter conditions requiring special attention.

.5 Closeout Submittals

.1 Operation and Maintenance Data: Include maintenance procedures, recommended maintenance materials, and suggested schedule for cleaning, stripping, and re-waxing.

.6 Maintenance Material


PAGE 2 OF 6


.1 Extra Stock Materials: Provide 2% of each material specified. Provide full tiles and full sheets or lengths of each product.


.1 All work to be installed by skilled workmen and to the requirements of the National Floor Covering Association Specification Standards Manual current edition for the types and conditions of work that apply.

.2 Manufacturer Qualifications: Company specializing in manufacturing the Products specified in this section with minimum three (3) years documented experience.

.3 Installer Qualifications: Company specializing in performing the work of this section with minimum three (3) years documented experience.

.4 Any preparation, materials, and workmanship that do not meet NFCA requirements shall be repaired or replaced at no additional cost to the Owner.

.5 Provide resilient tile flooring products that are FloorScore® certified under the criteria developed by the Resilient Floor Covering Institute (RFCI) and certified by Scientific Certification Systems (SCS), Inc.


.1 Conform to applicable code for flame/smoke rating requirements of applicable code in accordance with ASTM E84.

1.8 TESTING + INSPECTION REQUIREMENTS

.1 Check substrate surfaces for level tolerances to ensure they are within NFCA requirements.

.2 Moisture and alkalinity tests shall be conducted using testing methods and devices in accordance with resilient flooring manufacturer’s recommendations including:

.1 Alkalinity and Adhesion Testing: Perform tests recommended by manufacturer.

.2 Moisture Testing: Perform tests recommended by manufacturer.

.3 All substrate testing shall be documented and submitted to the Owner before commencement of the flooring installation.

.4 Concrete substrates should not exceed 80 percent RH and/or 5 lbs. X 24 hrs. X 1000 sf. moisture vapor emissions rate tested in accordance to ASTM F 2170 and ASTM F 1869.

.5 Do not install flooring materials until testing results indicate that all substrate surfaces are acceptable for resilient flooring. Report any unsatisfactory conditions to the General Contractor.

1.9 MOCK-UP

.1 Prior to installation, install a sample of [each type of] specified resilient flooring to designated area(s) or room(s) in accordance with site meeting requirements to show selected material, pattern / texture / colour schemes, direction of lay, finish fits to walls and doorways, seam finish and/or any other requirements that apply as well as workmanship.

.2 Following completion, the installation is to be reviewed by the Owner, Contractor, resilient flooring contractor, and flooring manufacturer's factory/distributor representative. If accepted, the mock-up sample / room(s) shall serve as the "Standard" for all other such work throughout the building. Do not proceed with balance of installation until such approval has been given.


.1 Protect roll materials from damage by storing in accordance with manufacturer’s recommendations.


PAGE 3 OF 6


.2 Delivery: Deliver materials in manufacturer’s original, unopened, undamaged wrapping and/or containers with identification labels intact clearly marking edge type, thickness, percentage of speckle and shade of color(s).

.3 Inspection: Inspect all deliveries to ensure undamaged goods, and for accurate product type for thickness, edge type, color and speckle. Contact manufacturer immediately if product is damaged or inconsistent with order specifications.


.1 Environmental Requirements/Conditions: In accordance with manufacturer's recommendations. Areas to receive flooring shall be clean, level, dry, fully enclosed, weather tight with the permanent HVAC set at a uniform temperature of at least Maintain 68F/20C degrees and less than 85F/30C continuously prior to, during and after installation, but for not less than 48 hours prior to and during, and for not less than 48 hours after installation. The flooring material shall be conditioned in the same manner prior to installation.

.2 Close spaces to traffic during flooring installation and for a period of time after installation as recommended in writing by the manufacturer.

.3 Where demountable partitions and other items are indicated for installation on top of sheet resilient flooring material, install flooring material before these items are to be installed.




.1 Store materials for three (3) days prior to installation in area of installation to achieve temperature stability.

.2 Maintain ambient temperature required by adhesive manufacturer three days prior to, during, and 24 hours after installation of materials.

1.14 WARRANTIES

.1 Manufacturer 10 Year Warranty against manufacturing defects.

.2 Standard Contractor 2 Year Warranty.


.1 Luxury Vinyl Tile:

.1 Manufacturer: Interface

.2 Product: Modular Resilient Flooring

.3 Collection: Level Set

.4 Colour: A00303 Warm Polished Cement

.5 Size: 50cm x 50cm

.6 Installation: Monolithic

.2 Primers and Adhesives: Non-toxic, solvent-free type as recommended by flooring manufacturer for specific material on an applicable substrate.


PAGE 4 OF 6


.3 Filling, leveling and patching Compounds: To flooring manufacturer’s recommendation for applicable substrate.

.4 Resilient Rubber Base: Manufactured by Johnsonite, continuous, top set, complete with premoulded end stops and external corners:

.1 100 mm high Johnsonite, Moon Rock 29

.5 Primers and adhesives: Waterproof, of types recommended by resilient flooring manufacturer for specific material on applicable substrate, above, on/or below grade.

.6 Sub-floor filler and leveller: White premix latex requiring water only to produce cementitious paste 2-part latex-type filler requiring no water as recommended by flooring manufacturer for use with their product.

.7 Transition strips: Resilient to polished concrete floor – From resilient tile to existing tile and concrete flooring: Johnsonite Transition CRS-XX-A 1/4" material to floor.

.1 Colour: Match Rubber Base

.8 Sealer and wax: Type recommended by flooring material manufacturer for material type and location. Provide minimum 3 coats of sealer.

.9 In floor electrical boxes: all in floor electrical boxes to have resilient floor tile applied, colour to match resilient floor tile colour.


.1 Verify concrete floors are dry to a maximum moisture content of 7 percent, unless otherwise recommended by flooring supplier, and exhibit negative alkalinity, carbonization, or dusting. Commencement of work implies acceptance of conditions as they exist and no extra will be allowed for failure to ensure satisfactory substrate condition.

.2 Verify floor surfaces are free of substances that may impair adhesion of new adhesive and finish materials.

.3 Ensure floor and walls are level and even at all areas.

.4 Areas to receive flooring shall be adequately lighted during all phases of the installation process.

3.2 PREPARATION

.1 Ensure that substrate is dry and clean, and free of depressions, raised areas or other defects that might telegraph through installed flooring.

.2 Fill cracks, holes, depressions and irregularities in the substrate with good quality Portland cement based underlayment leveling and patching compound and remove bumps and ridges to produce a uniform, smooth, flat, hard substrate. Allowable variations in substrate levels are +/- 1/8” in 10’-0” and 1/4” total maximum variation from levels shown.

.3 Install 6 mm G1S plywood throughout all floors to receive resilient floor finish. Tape and seal all edges to prevent telegraphing.

.4 Prohibit traffic until filler is cured. Vacuum clean substrate. Apply primer to surfaces, if required.

.5 Verify to the Owner and installer a minimum of 30 days prior to the scheduled resilient flooring installation the following substrate conditions:


PAGE 5 OF 6


.1 Verify that substrates are dry, free of debris, and that all curing compounds, sealers, and hardeners have properly cured.

.2 Remove substrate coatings and other substances that are incompatible with adhesives and that contain soap, wax, oil, or silicone, using mechanical methods recommended by manufacturer. Do not use solvents.

.6 Flooring shall not be installed over expansion joints, provide expansion joint system as recommended by manufacturer.

.7 Do not install flooring products until they are same temperature as the space where they are to be installed.

.8 Sweep and vacuum clean substrates to be covered by resilient flooring immediately before installation.

3.3 FLOORING INSTALLATION

.1 Review flooring installation with Owner prior to start of work.

.2 Do not proceed with floor surfacing installation until all applicable site work, including substrate preparation, painting, equipment installation and other relevant work by trades affecting the installation area, has been completed.

.3 Install all products in accordance with the manufacturer’s Installation Guidelines.

.4 Upon completion of product installation: vacuum and damp mop with a ph neutral cleaner and allow to dry.

.5 Apply finish/sealer - Carefree or Millennium low satin finish – minimum 3 thin coats

.1 1st coat - scrub in and remove excess - allow to dry 2-4 hrs depending on site conditions.

.2 2nd coat + 3rd coats - apply thin coat - allow to dry 24 hrs

.6 Cut flooring neatly around fixed objects.

.7 Continue flooring over areas which will be under built-in furniture or millwork.

.8 Continue flooring through areas to receive movable type partitions.

.9 Terminate flooring at centreline of door in openings where adjacent floor finish or colour is dissimilar or where noted on drawings.

.10 Install transition strips at unprotected or exposed edges where flooring terminates.

3.4 BASE INSTALLATION

.1 Lay out base to keep number of joints at minimum.

.2 Set base in adhesive tightly by using 3 kg (7 lb) hand roller, against wall and floor surfaces.

.3 Install straight and level to variation of 1:1000.

.4 Scribe and fit to door frames and other obstructions.

.5 Use toeless type base where floor finish will be carpet, coved type elsewhere.

.6 Mitre internal corners. At external corners, use premoulded units. At exposed ends, use pre-moulded units.

.7 Install base on solid backing. Bond tight to wall and floor surfaces.

3.5 CLEANING


PAGE 6 OF 6


.1 If installers have left any adhesive residue on the rubber flooring, contact Dinoflex to determine possible solutions for removal. Do not use mineral spirits to clean adhesive of the tiles.

.2 Initial Cleaning: After completion of installation and before acceptance by Owner, perform the cleaning operations as prescribed in the manufacturer’s Installation/Maintenance Guidelines.


.1 Prohibit traffic on floor finish for 48 hours after installation.

.2 Protect new floors from time of final set of adhesive after initial cleaning until final inspection.

.3 Protect the installed surface from damage resulting from subsequent construction activity on the site using craft paper, plastic sheet or other appropriate means.

.4 Touch-Up: Repair any minor damage to eliminate all evidence of repair. Remove and replace work which cannot be satisfactorily repaired.

.5 Apply recommended sealer in accordance with manufacturer’s guidelines.

END OF SECTION

QUESNEL MUSEUM RENOVATIONS SECTION 09 91 10 PAINTING

PAGE 1 OF 6



.1 Interior and exterior painting and coating.

.2 The Work shall also include surface preparation of substrates as required for acceptance of painting, including cleaning, small crack repair, patching, caulking, making good surfaces and areas, pre-treatment, priming and back-priming to the extent / limits defined under MPI preparation requirements.



.2 Section 05 50 10 – Architectural Metal Fabrications: Shop primed items requiring painting.

.3 Section 06 20 00 - Finish Carpentry: Items requiring painting.

.4 Section 08 14 16 - Wood Doors

.5 Section 08 11 13 - Metal Doors and Frames.

.6 Section 09 21 16 - Gypsum Board Assemblies.

.7 Division 15 – Mechanical: Mechanical Identification.

.8 Division 16 – Electrical: Electrical Identification.

1.3 REFERENCES

.1 MPI (Master Painters Institute) – MPI Architectural Specifications Manual (latest edition).

.2 Test Method for Measuring Total Volatile Organic Compound Content of Consumer Products, Method 24 (for Surface Coatings) of the Environmental Protection Agency (EPA).




1.5 SUBMITTALS


.2 Samples: Submit two sets of draw down samples of all specified paint colours, up to 5 colours. Size: 300 x 300 mm (12 x 12 inches).

.3 Submit an invoice list of all painting materials ordered for project work to Paint Inspection Agency indicating manufacturer, types and quantities for verification and compliance with specification and design requirements.

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

.5 Close-Out Submittals:

.1 At project completion provide an itemized list complete with manufacturer, paint type and colour coding for all colours used for Owner’s later use in maintenance.


PAGE 2 OF 6


.6 Maintenance Material Submittals:

.1 Extra Stock Materials:

.1 Provide four (4) Litres (one (1) gallon) of each colour, type, and surface texture to Owner.

.2 Label each container with colour, type, texture, room locations in addition to the manufacturer's label.


.1 Conform to MPI - Specification Manual (latest edition).

.2 Journeymen: Qualified journeymen who have "Tradesman Qualification Certificate of Proficiency" engaged in painting work.

.3 Apprentices: Working under direct supervision of qualified trades person in accordance with trade regulations.

.4 All paint manufacturers and products to be as listed under the Approved Product List section of the MPI Painting Manual.

.5 Coordinate with other Sections to ensure the compatibility with all other coatings.


.1 Conform to applicable code for flame and smoke rating requirements for finishes.

1.8 SITE SAMPLE

.1 If requested by the Consultant or Paint Inspection Agency, prepare and paint a designated surface, area, room or item in each colour scheme to specified requirements, showing selected colours, gloss/sheen, textures and workmanship for review and approval.

.2 Site sample will be used to judge workmanship, substrate preparation, operation of equipment and material application and workmanship to MPI Architectural Painting Specification Manual standards.

.3 Approved site sample may remain as part of the Work.


.1 Deliver products to site in sealed and labelled containers; inspect to verify acceptability.

.2 Container label to include manufacturer's name, type of paint, brand name, lot number, brand code, coverage, surface preparation, drying time, cleanup requirements, colour designation, and written instructions for mixing and reducing.

.3 Store paint materials at minimum ambient temperature of 7°C (44°F) and a maximum of 32°C (90°F), in ventilated area, and as required by manufacturer's written instructions.

1.10 ENVIRONMENTAL, WASTE MANAGEMENT AND DISPOSAL


.2 Ensure adequate continuous ventilation and sufficient heating and lighting is in place.


PAGE 3 OF 6


.3 Paint, stain and wood preservative finishes and related materials (thinners, solvents, caulking, empty paint cans, cleaning rags, etc.) shall be regarded as hazardous products. Recycle and dispose of same subject to regulations of applicable authorities having jurisdiction.

.4 To reduce the amount of contaminants entering waterways, sanitary/storm drain systems or into the ground retain cleaning water and filter out and properly dispose of sediments.

.5 Set aside and protect surplus and uncontaminated finish materials not required by the Owner and deliver or arrange collection for verifiable re-use or re-manufacturing.


.1 Do not apply materials when surface and ambient temperatures are below 10°C (50°F) for both interior and exterior work, or ranges required by the paint product manufacturer.

.2 Do not perform painting work unless adequate and continuous ventilation and sufficient heating facilities are in place to maintain ambient air and substrate temperatures for 24 hours before, during and after paint application until paint has cured sufficiently.

.3 Apply paint only to dry, clean, properly cured and adequately prepared surfaces in areas where dust is no longer generated by construction activities such that airborne particles will not affect the quality of finished surfaces.

.4 Do not apply exterior coatings during rain or snow, or when relative humidity is above 85% or when the dew point is less than 5 degrees F or the variance between air/surface temperatures is outside the humidity ranges required by the paint product manufacturer.

.5 Provide minimum lighting level of 323 Lux (30 foot candles) on surfaces to be painted.

.6 Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes if moisture content of surfaces exceeds the following maximums:

.1 Gypsum Wallboard: 12 percent.

.2 Concrete and Masonry: 12 percent.

.3 Wood: 15 percent.


.1 All materials (primers, paints, coatings, varnishes, stains, lacquers, fillers, thinners, solvents, etc.) to be highest quality first grade, in accordance with the MPI Painting Manual Approved Product listing, and from a single manufacturer for each system used.

.2 Other paint materials such as linseed oil, shellac, etc. to be the highest quality product of an approved manufacturer listed in the MPI Painting Manual and compatible with other coating materials as required.

.3 For interior surfaces, use only qualified water-based products with E2 or E3 "Environmentally Friendly" ratings and meeting LEED VOC requirements.

.4 Ensure all steel finishes are compatible with steel primers, coordinate with Section 05 50 10 – Architectural Metal Fabrications.

2.2 MIXING AND TINTING

.1 Unless otherwise specified or pre-approved, all paint to be ready-mixed and pre-tinted. Re-mix all paint in containers prior to and during application to ensure break-up of lumps, complete dispersion of settled pigment, and colour and gloss uniformity.

.2 Where thinner is used, addition shall not exceed paint manufacturer's recommendations.


PAGE 4 OF 6


2.3 FINISH, COLOUR, GLOSS/SHEEN

.1 Unless otherwise specified, all paint Work in accordance with MPI Premium Grade finish requirements.

.2 Colours as selected by Consultant from manufacturer’s full range of colours. Refer to Colour Schedule for full range of colours.

.3 Colour selection will be based on two (2) base colours and four (4) accent colours with a maximum of two (2) deep or bright colour. No more than six (6) colours will be selected for the entire project and no more than three (3) colours will be selected in each area. Pre-finished items by others, e.g. flashings, windows, etc. are not included.

.4 Gloss/Sheen Levels:

Gloss @ 60 degrees

Sheen @ 85 degrees

Gloss Level 1

Matte Finish (flat) Max. 5 Max. 10

Gloss Level 2

Velvet-Like Finish Max. 10 10 to 35

Gloss Level 3

Eggshell Finish 10 to 25 10 to 35

Gloss Level 4

Satin-Like Finish 20 to 35 Min. 35

Gloss Level 5

Traditional Semi-Gloss Finish 25 to 70

Gloss Level 6

Traditional Gloss 70 to 85

Gloss Level 7

High Gloss Finish More than 85

2.4 EXTERIOR PAINTING SYSTEMS

.1 Concrete Masonry Units:

.1 EXT 4.2L Latex finish (over Alkali resistant primer)

.2 Structural Steel and Metal Fabrications: (excluding powder coated in factory items)

.1 EXT 5.1Q Alkyd G4 finish (over surface tolerant primer).

.3 Galvanized Metal where scheduled for paint: (not chromate passivated)

.1 EXT 5.3B Alkyd G4 finish.

2.5 INTERIOR PAINT AND COATING SYSTEMS

.1 Concrete – Horizontal Surfaces (floors):

.1 Refer to 03 35 00 Concrete Finishing. Sample to be approved by Consultant prior to application.

.2 Structural Steel and Metal Fabrications, including all exposed mechanical equipment:

.1 INT 5.1RR – G4 High Performance Architectural Latex (over anti-corrosive metal primer)

.2 MPI 107 Water Based Anti –Corrosive Primer (touch up’s at patching, connections etc.).


PAGE 5 OF 6


.3 Concrete Masonry Units:

.1 INT 4.2A Latex Finish

.4 Dressed Lumber (Wood Doors)

.1 Shop paint finish – refer to Section 08 14 16 – Wood Doors.

.5 Dressed Lumber (casings, trim, sills)

.1 INT 6.3K - Polyurethane varnish G2 finish.

.6 Gypsum Board: (ceilings)

.1 INT 9.2A - Latex, G1 finish.

.7 Gypsum Board: (walls)

.1 INT 9.2B - High Performance Architectural Latex, G3 finish.


.1 Verify that surfaces are ready to receive work as instructed by the product manufacturer.

.2 Examine surfaces scheduled to be finished prior to commencement of work. Report any condition that may potentially affect proper application.

.3 Test shop applied primer for compatibility with subsequent cover materials.

3.2 PREPARATION

.1 Protect existing building surfaces and adjacent structures from paint spatters, markings and other damage by suitable non-staining covers or masking. If damaged, clean and restore surfaces.

.2 Protect items that are permanently attached such as Fire Labels on doors and frames.

.3 Protect factory finished products and equipment.

.4 Remove electrical cover plates, light fixtures, surface hardware on doors, bath accessories and other surface mounted equipment, fittings and fastenings prior to undertaking painting operations. Identify and store items in secure location and reinstalled after painting is completed.

.5 Place "WET PAINT" signs in occupied areas as painting operations progress.

.6 Clean and prepare surfaces in accordance with MPI Architectural Painting Specification Manual requirements.

.7 Prevent contamination of cleaned surfaces by salts, acids, alkalis, other corrosive chemicals, grease, oil and solvents before prime coat is applied and between applications of remaining coats. Apply primer, paint, or pretreatment as soon as possible after cleaning and before deterioration occurs.

3.3 APPLICATION

.1 Apply products to manufacturer instructions.

.2 Do not apply finishes to surfaces that are not dry.

.3 Apply each coat to uniform finish.

.4 Apply each coat of paint slightly darker than preceding coat unless otherwise approved.

.5 Sand wood and metal lightly between coats to achieve required finish.

.6 Vacuum clean surfaces free of loose particles. Use tack cloth just prior to applying next


PAGE 6 OF 6


coat.

.7 Allow applied coat to dry before next coat is applied.

.8 Where clear finishes are required, tint fillers to match wood. Work fillers into the grain before set. Wipe excess from surface.

3.4 SITE TOLERANCES

.1 Walls: No defects visible from a distance of 39 inches at 90 degrees to surface.

.2 Ceilings: No defects visible from floor at 45 degrees to surface when viewed using final lighting source.

.3 Final coat to exhibit uniformity of colour and uniformity of sheen across full surface area.

3.5 FINISHING MECHANICAL AND ELECTRICAL EQUIPMENT

.1 Refer to Mechanical and Electrical for schedule of colour coding and identification banding of equipment, duct work, piping, and conduit.

.2 Paint shop primed equipment.

.3 Remove unfinished louvres, grilles, covers, and access panels on mechanical and electrical components and paint separately.

.4 Prime and paint insulated and exposed pipes, conduit, boxes, insulated and exposed ducts, hangers, brackets, collars and supports except where items are prefinished.

.5 Paint interior surfaces of air ducts, and convector and baseboard heating cabinets that are visible through grilles and louvres with one coat of flat black paint, to visible surfaces. Paint dampers exposed behind louvres, grilles, and convector and baseboard cabinets to match face panels.

.6 Paint exposed conduit and electrical equipment occurring in finished areas.

.7 Paint both sides and edges of plywood backboards for electrical and telephone equipment before installing equipment.

.8 Colour code equipment, piping, conduit, and exposed duct work in accordance with requirements indicated.

.9 Reinstall electrical cover plates, hardware, light fixture trim, escutcheons, and fittings removed prior to finishing.

.10 Sprinkler piping and fittings located in CLT Cavities to be painted black after installation. Protect sprinkler heads before spray painting in place.

3.6 CLEANING

.1 Collect waste material which may constitute a fire hazard, place in closed metal containers and remove daily from site.

3.7 COLOUR SCHEDULE

.1 PT-1: (Field Colour) Benjamin Moore CC40 Cloud White

.2 PT-2: (Accent, Backpainted Glass) Paint to match Pantone® 3258

.3 PT-3: (Exterior Wall Paint) Benjamin Moore 2111-60 Barren Plain

.4 PT-4: (Exterior Steel) Paint to match metal facia/trim

END OF SECTION

QUESNEL MUSEUM RENOVATION SECTION 10 40 00 SIGNAGE PAGE 1 OF 4

URBAN ARTS ARCHITECTURE

PART 1 - GENERAL

1.1 SUMMARY

1. SECTION INCUDES:

1. Interior and Exterior Vinyl graphics as indicated

2. Exterior Sign


1. Section 01 74 00 Construction Waste Management.

2. Section 05 50 00 Miscellaneous Metals

3. Section 06 20 00 Finish Carpentry

4. Section 06 40 00 Architectural Woodwork

5. Section 08 11 03 Metal Doors and Frames

6. Section 08 14 16 Wood Doors

7. Section 09 21 16 Gypsum Board Assemblies

1.1 REFERENCES 1. Refer to Section 05 50 00 Miscellaneous Metals for Metal work references.

1.3 SUBMITTALS

1. Submit shop drawings shall be in accordance with Section 01 30 00.

2. Include for review a complete, detailed signage schedule including text for all signs to be provided.

3. Clearly indicate, by large scale details, anchorage, assembly, materials, components, finishes, and perimeter construction conditions.

4. Submit 1 (one) 600mm x 600mm sample of Vinyl Film. Adhere to specified substrate to provide accurate example of the finished graphic panel.

5. Letters of Assurance: Submit Schedules S-B and S-C to the Registered Professional of Record for railing design and any other items as required by BCBC:

1. Shop Drawing Stage: Submit a Schedule S-B “Assurance of Professional Design and Commitment for Field Review”.

2. After Completion of Field Reviews: Submit Schedule S-C “Assurance of Professional Field Review and Compliance”.

6.

QUESNEL MUSEUM RENOVATIONS SECTION 10 40 00 SIGNAGE PAGE 2 OF 4


7. Provide one mock-up of exterior sign letter. Mock up may be used in final installation.

PART 2 - PRODUCTS

2.1 VINYL FILM

1. Substrate:

1. Exterior:

1) 6mm Aluminum Composite Panel

2. Interior:

1) Glass

2) Painted GWB

3) Architectural Woodwork – Plastic Laminate

2. Product: 3M IJ180 Film or as recommended by manufacturer

3. Application: Surfaces to which the material will be applied must be thoroughly cleaned and free from dust, grease or any other contamination that could affect the adhesion of the material. Install per manufacturer’s recommendations.

B. Refer to Drawings for location and size of all vinyl film. Consultant to provide graphic files at all signage.

2.2 EXTERIOR STANDING LETTERS

1. Provide individual metal letters and support as noted on drawings.

1. Extruded Aluminum: ASTM B221M (ASTM B221).

2. Sheet Aluminum: ASTM B209M (ASTM B209).

3. Aluminum-Alloy Bars: ASTM B211M (ASTM B211).

4. Bolts, Nuts, and Washers: Stainless steel.

5. Welding Materials: Type required for materials being welded.

2.3 EXTERIOR STANDING LETTERS FABRICATION

1. Fit and shop assemble items in largest practical sections, for delivery to site.



2. Fabricate items with joints tightly fitted and secured.

3. Continuously seal joined members by continuous welds.

4. Grind exposed joints flush and smooth with adjacent finish surface. Make exposed joints butt tight, flush, and hairline. Ease exposed edges to small uniform radius.

5. Exposed Mechanical Fastenings: Flush countersunk screws or bolts; unobtrusively located; consistent with design of component, except where specifically noted otherwise.

6. Supply components required for anchorage of fabrications. Fabricate anchors and related components of same material and finish as fabrication, except where specifically noted otherwise.

7. Weld and machine galvanized components prior to hot-dipped galvanizing and assemble on site using bolted connections only to minimize use of touch-up spray.

2.4 ALUMINUM FINISHES

1. Finish exposed surfaces of aluminum components in accordance with Aluminum Association Designation System for Aluminum Finishes.

2. Baked Enamel Finish, colour to be selected from Manufacturer standard range.

3. Apply one (1) coat bituminous paint to concealed aluminum surfaces in contact with cementitious or dissimilar materials.

PART 3 - EXECUTION

3.1 EXAMINATION

1. Verify existing conditions before starting work.

2. Verify that field conditions are acceptable and are ready to receive work.

3. Verify dimensions, tolerances, and method of attachment with other work.

3.2 INSTALLATION

1. Conduct a thorough review of all site conditions to determine suitability of location & installation method for each sign.

2. Install signage in accordance with reviewed shop drawings and manufacturer's instructions.

3. Securely install signage true, plumb, and in accurate location.

4. Clean completed work free of visible tool and finger marks.



5. Install items plumb and level, accurately fitted, free from distortion or defects.

6. Exterior Metal Standing Letters:

1. Provide for erection loads, and for sufficient temporary bracing to maintain true alignment until completion of erection and installation of permanent attachments.

2. Field weld components indicated on Drawings and shop drawings.

3. Perform field welding to CSA-requirements.

4. Obtain approval prior to site cutting or making adjustments not scheduled.

5. Isolate aluminum from following components, by means of bituminous paint or neoprene isolators where noted:

1) Dissimilar metals except stainless steel, zinc, or white bronze of small area.

2) Concrete, mortar and masonry.

3) Wood.

4.0 SCHEDULE

A. Refer to drawings for location and size of vinyl film. All content to be provided by Museum and Visitors Centre.

B. Refer to drawings for Exterior Metal Sign Letters.

END OF SECTION

QUESNEL MUSEUM RENOVATION SECTION 10 99 00 MISCELLANEOUS SPECIALTIES PAGE 1 OF 3

URBAN ARTS ARCHITECTURE


.1 Miscellaneous prefabricated items not specified elsewhere.




.3 Section 09 22 16 – Metal Stud Framing

1.3 REFERENCES

.1 ASTM E84-13a - Standard Test Method for Surface Burning Characteristics of Building Materials.

.2 CSA B651-12 - Accessible Design for the Built Environment.

1.4 SUBMITTALS


.2 Shop Drawings: Submit manufacturer's shop drawings for each product specified, including the following: .1 Plans, elevations, details of construction and attachment to adjacent construction. .2 Anchorage locations and accessory items. .3 Construction details, dimensions, gauges, thicknesses, description of materials,

and metal finishing specifications. .4 Verify dimensions with field measurements prior to final production.

.3 Samples: Submit colour or representation of manufacturer's standard samples showing finish or operation, as required by the Consultant.

.4 Manufacturers installation and operations manuals.

1.5 DELIVERY STORAGE AND PROTECTION

.1 Deliver materials to site in manufacturer’s unopened labelled containers and crating, store inside building off floor on pallets or shelves, covered on approved manner to protect from damage.



1.7 WARRANTY

.1 Manufacturer’s 5 year warranty for materials and workmanship.

2 PRODUCTS 2.1 GENERAL PRODUCTS

.1 General: Manufacturer’s model numbers and brand names have been given to indicate a

QUESNEL MUSEUM RENOVATIONS SECTION 10 99 00 MISCELLANEOUS SPECIALTIES PAGE 2 OF 3


standard of quality only. Other manufacturers having equal or alternative type products of the standards named may request inclusion as specified in Section 01 25 00.

2.2 ACCESSORIES

.1 Grab Bars:

.1 To BCBC; 30-40 mm in diameter; 40 mm clear of wall; tamper-proof fasteners; non-slip gripping surface.

.2 Mirrors: Mirror with stainless steel channel frame, size as shown on drawings.

.3 Mop and Broom Holder: Stainless steel, 760 mm long.

.1 Bobrick B223 or approved alternate.

.4 Toilet Paper Dispensers

.1 Bobrick B-2740 or approved alternate.

.2 Sanitary Napkin Disposal Bins:

.1 Frost Products Ltd. Part # 608-1.

.2 Colour: Frost white enamel.

.3 At all washrooms, install within reach of toilet seat and located to maintain toilet compartment and grab bar clearances required by Code.

.3 Soap Dispensers

.1 Bobrick 818615 or approved alternate.

.4 Hand Dryer

.1 Dyson Air Blade V – one per washroom.

.2 Verify location on site.

.5 Hooks:

.1 Bobrick towel pin B-677.

.2 Provide one per washroom

2.3 NOTICE BOARD

.1 Location: Visitor Centre and Prep Room, refer to Elevations.

.2 Notice Boards: Forbo Bulletin Board, Colour Blueberry 2214

.3 https://www.forbo.com/flooring/en-gl/products/linoleum/bulletin-board-pinboard-linoleum/bulletin-board/b42nac#2214


.1 Examine all conditions on which the successful work of this section depends.

.2 Report to Consultant in writing defects of work prepared by other trades and unsatisfactory site conditions. Starting of work shall imply acceptance of surfaces.

QUESNEL MUSEUM RENOVATIONS SECTION 10 99 00 MISCELLANEOUS SPECIALTIES PAGE 3 OF 3


3.2 INSTALLATION - GENERAL

.1 Install manufactured specialty items in accordance with details, reviewed shop drawings, and manufacturer's instructions.

.2 Exposed fastenings, unless otherwise approved, to be of same material, colour, and finish as base metal on which they occur.

.3 Finished work to be plumb, level, and free from distortion and defects, detrimental to appearance or performance.

.4 Provide backing as required for all specialties.

3.3 ADJUSTING

.1 Following completion of installation, including related work by others, test and adjust all items for ease of operation, free from warp, twist, or distortion.

3.4 CLEANING

.1 As work proceeds and on completion, remove crating, wrapping, surplus materials, and equipment.

.2 Clean surfaces soiled by work as recommended by manufacturer


.1 Protect adjacent surfaces from damage during installation of this section.

.2 Protect items installed under this section from damage resulting from work of other sections.

END OF SECTION

SPECIFICATIONS INDEX DIVISION NO. / SECTION NO. PAGES ... · 1.10 PROJECT CONDITIONS 1. Maintain...

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