ࡱ> z}yg hbjbj >r\r\-_        8T < \ +f ^J!:!!!">" # *******$s,)/* #""##*  !!4*v&v&v&#Z ! !)v&#*v&v&((!@Mp$()*0 +(=0.%H=0(=0 (##v&#####**v&### +####=0#########> : Copyright 2010 by The American Institute of Architects (AIA) Exclusively published and distributed by Architectural Computer Services, Inc. (ARCOM) for the AIA SECTION 084413 - GLAZED ALUMINUM CURTAIN WALLS Revise this Section by deleting and inserting text to meet Project-specific requirements. This Section uses the term "Architect." Change this term to match that used to identify the design professional as defined in the General and Supplementary Conditions. Verify that Section titles referenced in this Section are correct for this Project's Specifications; Section titles may have changed. GENERAL SUMMARY Section includes conventionally glazed aluminum curtain walls installed as stick assemblies. PERFORMANCE REQUIREMENTS General Performance: Comply with performance requirements specified, as determined by testing ofmanufacturer's standard glazed aluminum curtain walls representing those indicated for this Project without failure due to defective manufacture, fabrication, installation, or other defects in construction. Glazed aluminum curtain walls shall withstand movements of supporting structureindicated on Drawings including, but not limited to, story drift, twist, column shortening, long-term creep, and deflection from uniformly distributed and concentrated live loads. Failure also includes the following: Thermal stresses transferring to building structure. Glass breakage. Noise or vibration created by wind and thermal and structural movements. Loosening or weakening of fasteners, attachments, and other components. Failure of operating units. Retain first paragraph below if Contractor is required to assume responsibility for design. Delegated Design: Design glazed aluminum curtain walls, including comprehensive engineering analysis by a qualified professional engineer, using performance requirements and design criteria indicated. Wind Loads: As indicated on Drawings. Before retaining testing requirements in remainder of this article, verify that manufacturers have tested assemblies according to test method indicated and can meet criteria specified. ASTME330 test method evaluates structural performance of glazed aluminum curtain walls and not structural performance of contiguous construction. Structural-Test Performance: Test according to ASTME330 as follows: When tested at 150 percent of positive and negative wind-load design pressures, assemblies, including anchorage, do not evidence material failures, structural distress, and permanent deformation of main framing members exceeding 0.2 percent of span. Minimum test duration according to ASTME330 is 10 seconds, which is historically U.S. practice. Test Durations: 10 seconds. Deflection of Framing Members: At design wind pressure, as follows: Based on Project conditions, more stringent deflection criteria than specified in three subparagraphs below may be required. First option in first subparagraph is based on the 2003IBC recommendations for framing members supporting glass. Second option is based on AAMATIR-A11 recommendations. Deflection Normal to Wall Plane: Limited to 1/175 of clear span for spans up to 13 feet 6 inches (4.1m) and to 1/240 of clear span plus 1/4 inch (6.35 mm) for spans greater than 13 feet 6 inches (4.1m) or an amount that restricts edge deflection of individual glazing lites to 3/4 inch (19 mm), whichever is less. First option in first subparagraph below is based on typical deflection criteria for glass. Second option is based on GANA's "Glazing Manual." Deflection Parallel to Glazing Plane: Limited to amount not exceeding that which reduces glazing bite to less than 75 percent of design dimension and that which reduces edge clearance between framing members and glazing or other fixed components to less than 1/8 inch (3.2 mm). Retain subparagraph below for parapets and similar components. Cantilever Deflection: Where framing members overhang an anchor point, limit deflection to two times the length of cantilevered member, divided by 175. Retain first paragraph below for static-pressure method, which is most frequently specified. For water-penetration tests, AAMA501 states that a static-air-pressure differential of 20 percent of wind-load design pressure provides satisfactory performance in most parts of the U.S. Locations where high winds and heavy rains occur simultaneously require higher test-pressure differences. Both static and dynamic testing may be required or desired for certain designs, particularly those incorporating special water-drainage features such as rain screen walls. Water Penetration under Static Pressure: No evidence of water penetration through fixed glazing and framing areas when tested according to ASTME331 at a minimum static-air-pressure differential of 20 percent of positive wind-load design pressure, but not less than 15 lbf/sq. ft. (720 Pa). The 2003 IECC and ASHRAE/IESNA90.1 require that all fenestration be certified and labeled by the manufacturer for energy performance, based on ratings established by NFRC. Verify which manufacturers have tested glazed aluminum curtain walls and can demonstrate compliance with NFRC. Verify requirements of authorities having jurisdiction. Energy Performance: Glazed aluminum curtain wall shall have certified and labeled energy performance ratings in accordance with NFRC. Primary energy performance requirements usually include thermal transmittance (U-factor), solar heat gain coefficient, and air infiltration. Options in subparagraphs below are examples only. Revise values to suit climate zone of building envelope as defined by the 2003 IECC. Coordinate with Section088000 "Glazing." Thermal Transmittance (U-factor): Fixed glazing and framing areas shall have U-factor of not more than 0.69 Btu/sq. ft. xh x degF (3.92W/sq.m xK) as determined according to NFRC100. Solar Heat Gain Coefficient: Fixed glazing and framing areas shall have a solar heat gain coefficient of no greater than 0.25 as determined according to NFRC200. ASTME283 requires using a static-air-pressure differential of 1.57 lbf/sq. ft. (75 Pa) unless otherwise indicated, which is equivalent to a 25-mph (40-km/h) wind. A static-air-pressure differential of 6.24 lbf/sq. ft. (300 Pa) is equivalent to a 50-mph (80-km/h) wind. Maximum air leakage rate is based on the 2003 IECC; insert other value as applicable. Air Infiltration: Maximum air leakage through fixed glazing and framing areas of 0.06 cfm/sq. ft. (1.50L/s per sq.m) of fixed wall area as determined according to ASTME283 at a minimum static-air-pressure differential of 6.24 lbf/sq. ft. (300 Pa). ACTION SUBMITTALS Product Data: For each type of product indicated. Shop Drawings: For glazed aluminum curtain walls. Include plans, elevations, sections, full-size details, and attachments to other work. Include details of provisions for assembly expansion and contraction and for draining moisture occurring within the assembly to the exterior. Include full-size isometric details of each vertical-to-horizontal intersection of glazed aluminum curtain walls, showing the following: Revise list below to suit Project. Joinery, including concealed welds. Anchorage. Expansion provisions. Glazing. Flashing and drainage. Samples: For each type of exposed finish required. Paragraph below is defined in Section013300 "Submittal Procedures" as a "Delegated-Design Submittal." Retain if Work of this Section is required to withstand specific design loads and design responsibilities have been delegated to Contractor or if structural data are required as another way to verify compliance with performance requirements. Professional engineer qualifications are specified in Section014000 "Quality Requirements." Delegated-Design Submittal: For glazed aluminum curtain walls indicated to comply with performance requirements and design criteria, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation. Detail fabrication and assembly of systems. Include design calculation. INFORMATIONAL SUBMITTALS Qualification Data: For qualified Installer. Energy Performance Certificates: For glazed aluminum curtain walls, accessories, and components, from manufacturer. Basis for Certification: NFRC-certified energy performance values for each glazed aluminum curtain wall. Product test reports. Field quality-control reports. Warranties: Sample of special warranties. CLOSEOUT SUBMITTALS Maintenance data. QUALITY ASSURANCE Installer Qualifications: Manufacturer's authorized representative who is trained and approved for installation of units required for this Project. Retain first paragraph below if glazed aluminum curtain wall manufacturer selects testing agency or if Contractor is required to provide services of a qualified testing agency in "Field Quality Control" Article. Product Options: Information on Drawings and in Specifications establishes requirements for aesthetic effects and performance characteristics of assemblies. Aesthetic effects are indicated by dimensions, arrangements, alignment, and profiles of components and assemblies as they relate to sightlines, to one another, and to adjoining construction. Energy Performance Standards: Comply with NFRC for minimum standards of energy performance, materials, components, accessories, and fabrication. Comply with more stringent requirements if indicated. Retain requirements for NFRC certification and labeling if required. Verify which manufacturers participate in NFRC's third-party certification program for listing and labeling glazed aluminum curtain walls. Provide NFRC-certified glazed aluminum curtain walls with an attached label. Mockups: Build mockups to verify selections made under sample submittals and to demonstrate aesthetic effects and technical conditions that set quality standards for fabrication and installation. Build mockup of typical wall area shown on Drawings. Field testing shall be performed on mockups according to requirements in Field Quality Control article. Approval of mockups does not constitute approval of deviations from the Contract Documents contained in mockups unless Architect specifically approves such deviations in writing. Approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion. Coordinate locations of mockups with Owners representative and Architect. Preinstallation Conference: Conduct conference at Project site. WARRANTY Special Assembly Warranty: Standard form in which Installer agrees to repair or replace components of glazed aluminum curtain walls that do not comply with requirements or that fail in materials or workmanship within specified warranty period. Verify available warranties and warranty periods for glazed aluminum curtain walls with manufacturers listed in Part2 articles. Installer warranties are usually limited to two years; verify availability for longer periods. Warranty Period: Two years from date of Substantial Completion. Special Finish Warranty: Standard form in which manufacturer agrees to repair finishes or replace aluminum that shows evidence of deterioration of factory-applied finishes within specified warranty period. Warranty periods offered by manufacturers vary depending on finish selected. Verify available warranties and warranty periods for finishes with manufacturers listed in Part2 articles. Warranty Period: 20 years from date of Substantial Completion. PRODUCTS MANUFACTURERS See Editing Instruction No.1 in the Evaluations for cautions about naming manufacturers. Retain one of two paragraphs and list of manufacturers below. See Section016000 "Product Requirements."  HYPERLINK "http://www.specagent.com/LookUp/?ulid=473&mf=04&src=wd" Basis-of-Design Product: Subject to compliance with requirements, provide Kawneer 1600 Wall System or comparable product by one of the following:  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456794990&mf=04&src=wd" EFCO Corporation.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456795004&mf=04&src=wd" United States Aluminum.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456795008&mf=04&src=wd" Wausau Window and Wall Systems.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456795010&mf=04&src=wd" YKK AP America Inc. Oldcastle Building Envelope. MATERIALS Aluminum: Alloy and temper recommended by manufacturer for type of use and finish indicated. Sheet and Plate: ASTMB209 (ASTMB209M). Extruded Bars, Rods, Profiles, and Tubes: ASTMB221 (ASTMB221M). Extruded Structural Pipe and Tubes: ASTMB429. Structural Profiles: ASTMB308/B308M. Retain subparagraph below for welding. Welding Rods and Bare Electrodes: AWSA5.10/A5.10M. Retain paragraph below for internal steel reinforcement of aluminum framing members; revise to suit Project. Steel Reinforcement: With manufacturer's standard zinc-rich, corrosion-resistant primer complying with SSPC-PSGuideNo.12.00; applied immediately after surface preparation and pretreatment. Select surface preparation methods according to recommendations in SSPC-SPCOM and prepare surfaces according to applicable SSPC standard. Structural Shapes, Plates, and Bars: ASTMA36/A36M. Cold-Rolled Sheet and Strip: ASTMA1008/A1008M. Hot-Rolled Sheet and Strip: ASTMA1011/A1011M. FRAMING Framing Members: Manufacturer's standard extruded- or formed-aluminum framing members of thickness required and reinforced as required to support imposed loads. Construction: Thermally broken. Glazing System: Retained mechanically with gaskets on four sides. Glazing Plane: Front. Brackets and Reinforcements: Manufacturer's standard high-strength aluminum with nonstaining, nonferrous shims for aligning system components. Fasteners and Accessories: Manufacturer's standard corrosion-resistant, nonstaining, nonbleeding fasteners and accessories compatible with adjacent materials. Use self-locking devices where fasteners are subject to loosening or turning out from thermal and structural movements, wind loads, or vibration. Reinforce members as required to receive fastener threads. Retain subparagraph below for exposed fasteners if any. Use exposed fasteners with countersunk Phillips screw heads ,fabricated from 300 series stainless steel. Anchors: Three-way adjustable anchors with minimum adjustment of 1 inch (25.4 mm) that accommodate fabrication and installation tolerances in material and finish compatible with adjoining materials and recommended by manufacturer. Retain subparagraph below if applicable or revise to suit Project. Concrete and Masonry Inserts: Hot-dip galvanized cast-iron, malleable-iron, or steel inserts complying with ASTMA123/A123M or ASTMA153/A153M requirements. Concealed Flashing: Dead-soft, 0.018-inch- (0.457-mm-) thick stainless steel, ASTMA240/A240M of type recommended by manufacturer. Framing Sealants: Manufacturer's standard sealants. GLAZING Glazing: Comply with Section088000 "Glazing." Glazing Gaskets: Manufacturer's standard sealed-corner pressure-glazing system of black, resilient elastomeric glazing gaskets, setting blocks, and shims or spacers. Glazing Sealants: As recommended by manufacturer. Retain first subparagraph below if required for LEED-NC, LEED-CI, or LEED-CSCreditIEQ4.1. ACCESSORY MATERIALS Bituminous Paint: Cold-applied asphalt-mastic paint complying with SSPC-Paint12 requirements except containing no asbestos, formulated for 30-mil (0.762-mm) thickness per coat. FABRICATION Form or extrude aluminum shapes before finishing. Retain first paragraph below for welding. Weld in concealed locations to greatest extent possible to minimize distortion or discoloration of finish. Remove weld spatter and welding oxides from exposed surfaces by descaling or grinding. Fabricate components that, when assembled, have the following characteristics: Profiles that are sharp, straight, and free of defects or deformations. Accurately fitted joints with ends coped or mitered. Physical and thermal isolation of glazing from framing members. Accommodations for thermal and mechanical movements of glazing and framing to maintain required glazing edge clearances. Revise first subparagraph below to suit Project. Most glazed aluminum curtain walls are glazed from the exterior. Verify glazing requirements for aluminum-framed systems with manufacturers listed in Part2 articles. Provisions for field replacement of glazing from exterior. Fasteners, anchors, and connection devices that are concealed from view to greatest extent possible. Fabricate components that, when assembled, have the following characteristics: System in first subparagraph below uses internal drainage method to protect against both water leakage and excessive air infiltration. Internal guttering system or other means to drain water passing joints, condensation occurring within framing members, and moisture migrating within glazed aluminum curtain wall to exterior. System in subparagraph below uses pressure-equalization method to protect against both water leakage and excessive air infiltration. Retain first paragraph below for unitized system or unit-and-mullion system assembly. Revise to suit Project. Factory-Assembled Frame Units: Rigidly secure nonmovement joints. Seal joints watertight unless otherwise indicated. Install glazing to comply with requirements in Section088000 "Glazing." After fabrication, clearly mark components to identify their locations in Project according to Shop Drawings. ALUMINUM FINISHES Retain finishes in paragraphs below to suit Project. If retaining more than one, indicate location of each on Drawings or by inserts. Aluminum-framing systems are available with dual finishes, allowing different interior and exterior color finishes. See "Aluminum Finishes" Article in the Evaluations for additional information. Retain one of two options in first paragraph below. ClassII finish is standard with many manufacturers; ClassI finish is heavy anodized. Verify availability with manufacturers selected. Retain one of first two paragraphs below; if both are required, indicate location of each system on Drawings, in schedules, or by inserts. Retain AAMA2604 or AAMA2605 for high- or superior-performance organic coatings, respectively, on extrusions and panels. If specific products are required, name coating manufacturers and products. High-Performance Organic Finish: Two-coat fluoropolymer finish complying with AAMA2605 and containing not less than 70 percent PVDF resin by weight in color coat. Color and Gloss: As selected by Architect from manufacturer's full range. EXECUTION INSTALLATION General: Comply with manufacturer's written instructions. Do not install damaged components. Fit joints to produce hairline joints free of burrs and distortion. Rigidly secure nonmovement joints. Install anchors with separators and isolators to prevent metal corrosion and electrolytic deterioration and to prevent impeding movement of moving joints. Retain first subparagraph below for field welding of components. Weld components in concealed locations to minimize distortion or discoloration of finish. Protect glazing surfaces from welding. Seal joints watertight unless otherwise indicated. Metal Protection: Where aluminum will contact dissimilar metals, protect against galvanic action by painting contact surfaces with primer or by applying sealant or tape or installing nonconductive spacers as recommended by manufacturer for this purpose. Where aluminum will contact concrete or masonry, protect against corrosion by painting contact surfaces with bituminous paint. Install components to drain water passing joints, condensation occurring within framing members, and moisture migrating within glazed aluminum curtain wall to exterior. Install components plumb and true in alignment with established lines and grades. Retain paragraph below if glazed aluminum curtain walls are not factory glazed. Install glazing as specified in Section088000 "Glazing." ERECTION TOLERANCES Erection Tolerances: Install glazed aluminum curtain walls to comply with the following maximum tolerances: Erection tolerances in subparagraphs below are examples only that are based on various AAMA references. Coordinate with tolerances for support systems and revise to suit Project. Plumb: 1/8 inch in 10 feet (3.2 mm in 3m); 1/4 inch in 40 feet (6 mm in 12m). Level: 1/8 inch in 20 feet (3.2 mm in 6m); 1/4 inch in 40 feet (6 mm in 12m). Alignment: Where surfaces abut in line or are separated by reveal or protruding element up to 1/2 inch (12.7 mm) wide, limit offset from true alignment to 1/16 inch (1.6 mm). Where surfaces are separated by reveal or protruding element from 1/2 to 1 inch (12.7 to 25.4 mm) wide, limit offset from true alignment to 1/8 inch (3.2 mm). Where surfaces are separated by reveal or protruding element of 1 inch (25.4 mm) wide or more, limit offset from true alignment to 1/4 inch (6 mm). Location: Limit variation from plane to 1/8 inch in 12 feet (3.2 mm in 3.7m); 1/2 inch (12.7 mm) over total length. FIELD QUALITY CONTROL Retain first paragraph below to identify who shall perform tests and inspections. If retaining second option, retain "Field quality-control reports" Paragraph in "Informational Submittals" Article. See the "Field Testing" Article in the Evaluations for discussion on field testing. Testing Agency: Owner will engage a qualified testing agency to perform tests and inspections. Testing Services: Testing and inspecting of representative areas of glazed aluminum curtain walls shall take place as installation proceeds to determine compliance of installed assemblies with specified requirements. Air Infiltration: Areas shall be tested for air leakage of 1.5 times the rate specified for laboratory testing in "Performance Requirements" Article, but not more than 0.50 cfm/sq. ft. (2.25 L/s per sq.m), of fixed wall area when tested according to ASTME783 at a minimum static-air-pressure differential of 6.24 lbf/sq. ft. (300 Pa). Test Area: One bay wide, but not less than 30 feet (9.1m), by one story of glazed aluminum curtain wall. Perform a minimum of three tests in areas as directed by Architect If retaining first two subparagraphs below, verify with qualified testing agencies that Project conditions will allow satisfactory static-pressure field testing for air infiltration and water penetration. Coordinate static-pressure field-test performance requirements with static-pressure laboratory-test performance requirements specified in Part1. ASTME783 requires using a static-air-pressure differential of 1.57 lbf/sq. ft. (75 Pa) unless otherwise indicated, which is equivalent to a 25-mph (40-km/h) wind. A static-air-pressure differential of 6.24 lbf/sq. ft. (300 Pa) is equivalent to a 50-mph (80-km/h) wind. Water Penetration: Areas shall be tested according to ASTME1105 at a minimum uniform static-air-pressure differential of 0.67 times the static-air-pressure differential specified for laboratory testing in "Performance Requirements" Article, but not less than 8 lbf/sq. ft. (300 Pa), and shall not evidence water penetration. Test shall encompass window perimeter. Test Area: One bay wide, but not less than 30 feet (9.1m), by one story of glazed aluminum curtain wall. Retain one of first two subparagraphs below. Perform a minimum of three tests in areas as directed by Architect. Usually retain inexpensive test in subparagraph below to check resistance of glazed aluminum curtain walls to water penetration. Water Spray Test: Before installation of interior finishes has begun, areas designated by Architect shall be tested according to AAMA501.2 and shall not evidence water penetration. Perform a minimum of five tests in areas as directed by Architect. See Section014000 "Quality Requirements" for retesting and reinspecting requirements and Section017300 "Execution" for requirements for correcting the Work. Glazed aluminum curtain walls will be considered defective if they do not pass tests and inspections. Additional testing and inspecting, at Contractors expense, will be performed to determine the compliance of replaced or additional work with specified requirements. Prepare test and inspection reports. 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