January, 2017 Page 1 of 7 1 GENERAL 1.01 RELATED SECTIONS.1 Section 01 33 00 Submittal Procedures.2 Section 01 78 00 Closeout Submittals.3 Section 07 92 10 Sealants..4 Section 08 80 50 Glazing. 1.02 REFERENCES.1 American Architectural Manufacturers Association (AAMA)..1 AAMA CW-DG-1-96, Aluminum Curtain Wall Design Guide Manual..2 AAMA CW-10-97, Care and Handling of Architectural Aluminum From Shop to Site..3 AAMA 2605-05, Voluntary Specification Performance Requirements and Test Procedures for Superior Performance Organic Coatings on Aluminum Extrusions and Panels..2 American Society for Testing and Materials International, (ASTM)..1 ASTM B 209-10, Specification for Aluminum and Aluminum-Alloy Sheet and Plate..2 ASTM B 221-12, Specification for Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes..3 ASTM E 283-04 (2012), Test Method for Determining the Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen..4 ASTM E 330-02(2010), Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights, and Curtain Walls, by Uniform Static Air Pressure Difference..5 ASTM E 331-00(2009), Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls, by Uniform Static Air Pressure Difference..3 Canadian Standards Association (CSA International)..1 CSA-G40.20/G40.21-04 (R2009), General Requirements for Rolled or Welded Structural Quality Steel/Structural Quality Steels..2 CAN/CSA-G164-M92 (R2003), Hot Dip Galvanizing of Irregularly Shaped Articles..3 CSA-S136-01, North American Specification for the Design of Cold-Formed Steel Structural Members..4 CAN/CSA-S157-05/S157.1-05 (R2010)- Strength Design in Aluminum..5 CSA W59.2-M1991 (R2008), Welded Aluminum Construction..6 CAN/CSA-A440.2-09/A440.3-09 - Fenestration energy performance.7 CSA A440-08, North American Fenestration Standard/Specification for Windows, Doors, and Skylights. 1.03 PERFORMANCE REQUIREMENTS.1 Windows: Performance criteria, to CAN A440:
January, 2017 Page 2 of 7 1.04 SUBMITTALS.1 Air infiltration = A3.2 Water infiltration = B7.3 Wind load resistance: C5.4 Thermal resistance.1 Framing: U-1.42.2 Entrance Doors: U-3.97.5 Frame condensation resistance I = 60.1 Provide submittals in accordance with Section 01 33 00 - Submittal Procedures..2 Provide component dimensions, describe components within assembly, anchorage and fasteners, glass and infill, internal drainage details and water flow diagrams..3 Shop drawings:.1 Indicate system dimensions, framed opening requirements and tolerances, adjacent construction, anchor details anticipated deflection under load, affected related Work, weep drainage network, expansion and contraction joint location and details, and field welding required..4 Submit two samples 75 x 75 mm in size illustrating prefinished aluminum surface, finish, colour and texture..5 Design data:.1 Provide framing member structural and physical characteristics, calculations, dimensional limitations, special installation requirements..6 Test Reports.1 Submit engineering data, supporting data and results of tests by an independent laboratory for: Air Tightness, Water tightness, Wind Load Resistance, Forced Entry Resistance, Ease of Operation, Sash Strength, and Screen Strength. 1.05 DELIVERY, STORAGE, AND HANDLING.1 Deliver, store, handle and protect materials in accordance with manufacturer s printed instructions..2 Protect prefinished aluminum surfaces with wrapping. Do not use adhesive papers or sprayed coatings which bond when exposed to sunlight or weather.
January, 2017 Page 3 of 7 2 PRODUCTS 2.01 MATERIALS.1 Extruded aluminum: ASTM B 221..2 Sheet aluminum: ASTM B 209..3 Anchors: 3-way adjustable hot-dip galvanized cast iron..4 Fasteners: galvanized steel.5 Vision glass units: in accordance with Section 08 80 50 Glazing.6 Sealant: in accordance with Section 07 92 10 Sealants..7 Face Dimensions (nominal): 2.8 Operation: Awning, unless otherwise noted on drawings..1 Forced Entry: To CSA A440.9 Sash Locks: Sequentially locking multi-point type with single handle actuator.10 Screens: Extruded aluminum frame with VIEWS (Virtually invisible screen wire.).11 Reinforcement: Galvanized carbon steel.1 Structural Shapes, Plates and Bars: ASTM A 36.2 Cold Rolled Sheet and Strip: ASTM A 611.3 Hot Rolled Sheet and Strip: ASTM A 570.12 Weatherseals:.1 Black polymer (EPDM) replaceable weatherseals:.1 Shapes, designs, and thickness as needed to satisfy performance requirements..2 Weatherseals shall be provided in continuous lengths, butted firm to ends of races and to each other when in the same planes..13 Glazing:.1 Glazing to Section 08 80 50 Glazing.14 Fasteners:.1 Corrosion-resistant. 2.02 MATERIALS 1. Operable Window.1 Accepted Manufacturer: Kawneer Company Inc..1 GLASSvent Windows - Project Out windows..2 (71.4 mm) system depth (1" 2.Infill).3 P-HC70 Project-Out Window
January, 2017 Page 4 of 7.4 Performance criteria as specified in 1.03 Performance Requirements.2 Accepted Manufacturer: Alumicor Inc..1 Univent 1350 double glazed top hung, project out, vent..2 Performance criteria as specified in 1.03 Performance Requirements 2.03 FABRICATION 2. Materials: to CSA-A440/A440.1 supplemented as follows: 3. Type: Awning, as illustrated on drawings. 4. Glazing: in accordance with Section 08 80 50: 5. Sash and frame: thermally broken aluminum. Sash / glazing placement: face of glazing to be nominal 50mm from exterior face of window frame profile. 6. Screens: to CAN/CGSB-79.1.1 Insect screening mesh: count 18 x 14.2 Screen frames: aluminum colour to match window frames. Mount screen frames for interior replacement. 7. Accessories: Locking cam handles (3) per window. 8. Tamperproof limit stop to limit window opening to maximum 100mm. 9. Flashings: 2 mm thick aluminum, finish to match mullion sections where exposed, secured with concealed fastening method..1 Verify dimensions of each window on site before fabrication..2 Miter cut and fusion weld (i.e. thermally weld) all frame and sash corners..3 Complete fabrication, assembly, finishing, hardware application, and other work for each individual window unit before shipment to Site. Field assembly to connect two or more mulled windows is permitted..4 Provide baffled drainage holes to drain moisture to exterior..5 Window construction, edge clearance and placement of installation fasteners shall allow for expansion and contraction per the specified system performance requirements..6 Provisions shall be made in framing, including sash, for minimum glass edge clearance, nominal edge cover, and nominal pocket width, in compliance with GANA Glazing Manual, for thickness and type glass needed..7 Framing shall be provided with reinforcing members as necessary. Provide aluminum or steel members as needed to reinforce frame and/or sash components as
January, 2017 Page 5 of 7 recommended by window manufacturer to develop needed strength of assembly..8 Framing members shall be structurally adequate to carry dead load, accommodate thermal movement, and resist wind loads..9 Flashing and other materials used around window opening shall be corrosion resistant, non-staining, non-bleeding, and compatible with adjoining materials.10 Pre-finished galvanized metal colours will be selected from standard range of colours. 2.04 FINISHES.1 Interior finish coatings: conform to AAMA 2603 designation..1 Interior aluminum surfaces: prepare surfaces with appropriate pre-treatment, primer coat and wet coat acrylic coating topcoat..2 Colour: white.2 Exterior finish coatings: conform to AAMA 2605 designation..1 Exterior aluminum surfaces: prepare surfaces with appropriate pre-treatment, primer coat and thermoset, minimum 70% fluorocarbon coating topcoat..2 Colour: PPG, UC102662F, Medium Gray..3 Touch-up primer for galvanized steel surfaces: SSPC 20 Paint zinc rich..4 Concealed steel items: galvanized in accordance with ASTM A 123 to 380 gm/m². 3 EXECUTION 3.01 EXAMINATION.1 Verify dimensions, tolerances, and method of attachment with other work..2 Verify wall openings and adjoining air barrier and vapour retarder materials are ready to receive work of this section. 3.02 WINDOW INSTALLATION.1 Install in accordance with CSA-A440/A440.1 and manufacturer s printed instructions..2 Comply with manufacturer s instructions and recommendations for installation of work..3 Do not erect warped, bowed, deformed or otherwise damaged or defaced members. Replace materials that are damaged during installation as directed..4 Set units level, plumb, and true to line, with uniform joints. Support units on shims and secure in place by approved installation anchors/fasteners that properly engage into to supporting structure..1 Erection Tolerances:.1 Variations From Plumb: ±1/8 maximum in window height..2 Variations from Level: ±1/16 maximum in 10 run, non-cumulative..5 Pack fibrous insulation in shim spaces at perimeter of assembly to maintain continuity of
January, 2017 Page 6 of 7 thermal barrier. 3.03 SILL INSTALLATION.1 Install metal sills with uniform wash to exterior, level in length, straight in alignment with plumb upstands and faces. Use one piece lengths at each location..2 Cut sills 50 mm longer than window opening..3 Secure sills in place with anchoring devices located at ends and evenly spaced 600 mm on centre in between..4 Maintain 6 to 9 mm space between butt ends of continuous sills. For sills over 1200 mm in length, maintain 3 to 6 mm space at each end. 3.04 FIELD QUALITY CONTROL.1 After completion of installation and nominal curing of sealant and glazing compounds, but before installation of exterior cladding and finishes, test 10% of installed windows (but not less than 4 windows) for water leaks in compliance with CSA-A440. Testing area to include: window sill, jamb(s) and head; completed window buck assembly with all membraning on exterior correctly lapped onto exterior sheathing; all pertinent sealants complete with backer rods; interior air/vapour membranes and any additional components which comprise the air and moisture barriers as directed by the consultant..2 Testing will be carried out at locations of window installation as selected by building envelope consultant. Failure of tested location will require additional testing to the failed location after repairs have been completed in addition to the testing of new locations. On-site field testing will continue until all tested areas meet the performance criteria and to the satisfaction of the independent building envelope consultant. Testing repairs and retesting are at the expense of the window wall manufacturer and/or contractor, and shall not be at the expense of the owner..3 In-situ performance requirements.1 Windows: Performance criteria, to CAN A440:.1 Air infiltration = A3.2 Water infiltration = B7.3 Wind load resistance: C5.4 Thermal resistance = U value 0.43 in accordance with AAMA 1503.5 Frame condensation resistance I = 60 3.05 CAULKING.1 Seal joints between windows and window sills with sealant. Bed sill expansion joint cover plates and drip deflectors in bedding compound. Caulk between sill upstand and window-frame. Caulk butt joints in continuous sills..2 Apply sealant in accordance with Section 07 92 00 - Joint Sealing 3.06 CLEANING.1 Clean completed system in compliance with manufacturer s recommendations, inside
January, 2017 Page 7 of 7 and out, promptly after erection and installation of glass and sealants. Remove excess glazing and joint sealants, dirt, and other substances from finished surfaces promptly after erection..2 Remove protective material from prefinished surfaces..3 Wash down exposed surfaces using a solution of mild detergent in warm water applied with soft, clean wiping cloths. Take care to remove dirt from corners. Wipe surfaces clean..4 Remove excess sealant by moderate use of mineral spirits, or other solvent acceptable to sealant manufacturer. 3.07 PROTECTION.1 Institute protective measures and other precautions needed to assure Work will be without damage or deterioration, other than normal weathering, at time of acceptance. END OF SECTION