ࡱ> z}yg kbjbj >r\r\ga&&&8^4d&(f:0:jjj :(<(<(<(<(<(<($!*,D`( `(jj4u(P$P$P$ *jj'P$ :(P$P$&&j !&x'(0(&.".&.& P$ `(`( $F ( . > : Copyright 2010 by The American Institute of Architects (AIA) Exclusively published and distributed by Architectural Computer Services, Inc. (ARCOM) for the AIA SECTION 084113 - ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 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: Only standard storefront and entrance systems are included in subparagraphs below; revise if custom systems are required. Exterior storefront framing. Storefront framing for ribbon walls. Storefront framing for punched openings. Exterior manual-swing entrance doorsand door frame units. PERFORMANCE REQUIREMENTS General Performance: Aluminum-framed systems shall withstand the effects of the following performance requirements without exceeding performance criteria or failure due to defective manufacture, fabrication, installation, or other defects in construction: Movements of supporting structure indicated on Drawings including, but not limited to, story drift and deflection from uniformly distributed and concentrated live loads. Specify dimensional tolerances for support system and adjacent construction in other Sections of this Project's Specifications. Dimensional tolerances of building frame and other adjacent construction. Failure includes the following: Deflection exceeding specified limits. Thermal stresses transferring to building structure. Framing members transferring stresses, including those caused by thermal and structural movements to glazing. Noise or vibration created by wind and by 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 aluminum-framed systems, including comprehensive engineering analysis by a qualified professional engineer, using performance requirements and design criteria indicated. Wind Loads: As indicated on Drawings. Deflection of Framing Members: Depending on Project conditions, more stringent deflection criteria may be required than are specified in two subparagraphs below; see "Seismic Loads" Article in the Evaluations. 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 (4.1 m) and to 1/240 of clear span plus 1/4 inch (6.35 mm) for spans greater than 13 feet 6 inches (4.1 m) or an amount that restricts edge deflection of individual glazing lites to 3/4 inch (19 mm), whichever is less. First option in 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 directly below them to less than 1/8 inch (3.2 mm) and clearance between members and operable units directly below them to less than 1/16 inch (1.5 mm). Before retaining testing requirements in remainder of this article, verify that manufacturers have tested assemblies according to the test method indicated and can meet criteria specified. ASTME330 test method is intended for evaluating only the structural performance of the aluminum-framed systems and not the structural performance of contiguous construction. Structural-Test Performance: Provide aluminum-framed systems tested according to ASTME330 as follows: When tested at 150 percent of positive and negative wind-load design pressures, systems, including anchorage, do not evidence material failures, structural distress, and permanent deformation of main framing members exceeding 0.2 percent of span. Test Durations: 10 seconds. ASTME283 requires using a static-air-pressure difference of 1.57 lbf/sq. ft. (75 Pa) unless otherwise indicated, which is equivalent to a 25-mph (40-km/h) wind. Static-air-pressure difference of 6.24 lbf/sq. ft. (300 Pa) is equivalent to a 50-mph (80-km/h) wind. Air Infiltration: Provide aluminum-framed systems with maximum air leakage through fixed glazing and framing areas of 0.06 cfm/sq. ft. (0.03 L/s per sq. m) of fixed wall area when tested according to ASTME283 at a minimum static-air-pressure difference of 6.24 lbf/sq. ft. (300 Pa). For water-penetration tests, static-air-pressure difference 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 frequently occur simultaneously require higher test-pressure differences. Lower test-pressure differences are acceptable for some locations. Revise paragraph below to suit Project. Water Penetration under Static Pressure: Provide aluminum-framed systems that do not evidence water penetration through fixed glazing and framing areas when tested according to ASTME331 at a minimum static-air-pressure difference of 20 percent of positive wind-load design pressure, but not less than 8 lbf/sq. ft. (300 Pa). ACTION SUBMITTALS Product Data: For each type of product indicated. Shop Drawings: For aluminum-framed systems. Include plans, elevations, sections, details, and attachments to other work. Include details of provisions for system expansion and contraction and for drainage of moisture in the system to the exterior. First paragraph below assumes manufacturer's standard-size Samples are acceptable. Revise to suit Project. Samples: For each type of exposed finish required. Other Action Submittals: Entrance Door Hardware Schedule: Prepared by or under the supervision of supplier, detailing fabrication and assembly of entrance door hardware, as well as procedures and diagrams. 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 aluminum-framed systems 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 Retain first paragraph below for standard systems to verify compliance with performance requirements; revise for custom systems. 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 aluminum-framed-systems manufacturer selects testing agency or if Contractor is required to provide services of a qualified testing agency in "Field Quality Control" Article. Qualification requirements are in addition to those specified in Section014000 "Quality Requirements" which also includes the definition for "NRTL" (nationally recognized testing laboratory). Engineering Responsibility: Prepare data for aluminum-framed systems, including Shop Drawings, based on testing and engineering analysis of manufacturer's standard units in systems similar to those indicated for this Project. Product Options: Information on Drawings and in Specifications establishes requirements for systems' aesthetic effects and performance characteristics. 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. Performance characteristics are indicated by criteria subject to verification by one or more methods including preconstruction testing, field testing, and in-service performance. Retain first paragraph below for entrance doors. Verify accessibility requirements of authorities having jurisdiction. Accessible Entrances: Comply with applicable provisions in the U.S. Architectural & Transportation Barriers Compliance Board's ADA-ABA Accessibility Guidelines, ICC/ANSIA117.1 and Texas Accessibility Standards. Source Limitations for Aluminum-Framed Systems: Obtain from single source from single manufacturer. 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 Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of aluminum-framed systems that do not comply with requirements or that fail in materials or workmanship within specified warranty period. Verify available warranties and warranty periods for aluminum-framed systems with manufacturers listed in Part2 articles. Warranty Period: Two years from date of Substantial Completion. Special Finish Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components on which finishes do not comply with requirements or that fail in materials or workmanship within specified warranty period. Warranty does not include normal weathering. Warranty periods offered by manufacturers vary depending on finish selected. Verify available warranties for finishes and insert number in subparagraph below. 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." Manufacturers: Subject to compliance with requirements, [provide products by one of the following] [available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following]:  HYPERLINK "http://www.specagent.com/LookUp/?ulid=455&mf=04&src=wd" Basis-of-Design Product: Subject to compliance with requirements, provide Kawneer Trifab VG 451T Storefront System or comparable product by one of the following:  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456794874&mf=04&src=wd" EFCO Corporation. United States Aluminum, a division of C. R. Lawrence  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456794893&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: 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 SYSTEMS Framing Members: Manufacturer's standard extruded-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: As indicated. 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 stainless steel. Retain first paragraph 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. Concealed Flashing: Dead-soft, 0.018-inch- (0.457-mm-) thick stainless steel, ASTMA240/A240M of type recommended by manufacturer. Framing System Gaskets and Sealants: Manufacturer's standard, recommended by manufacturer for joint type. Retain first subparagraph below if required for LEED-NC, LEED-CI, or LEED-CSCreditIEQ4.1. VOC content limit is that for architectural sealants. GLAZING SYSTEMS Glazing: As specified in Section088000 "Glazing." Glazing Gaskets: Manufacturer's standard compression types; replaceable, molded or extruded, of profile and hardness required to maintain watertight seal. Spacers and Setting Blocks: Manufacturer's standard elastomeric type. Bond-Breaker Tape: Manufacturers standard TFE-fluorocarbon to which sealants will not develop adhesion. ENTRANCE DOOR SYSTEMS Entrance Doors: Manufacturer's standard glazed entrance doors for manual-swing operation. Door Construction: 2- to 2-1/4-inch (50.8- to 57.2-mm) overall thickness, with minimum 0.125-inch- (3.2-mm-) thick, extruded-aluminum tubular rail and stile members. Mechanically fasten corners with reinforcing brackets that are deeply penetrated and fillet welded or that incorporate concealed tie rods. Retain first subparagraph below if selecting last option in subparagraph above. Coordinate entrance door design in first subparagraph below with hardware requirements. Narrow-stile doors may not accommodate some exit devices. Door Design: Medium stile; 3-1/2-inch (88.9-mm) nominal width. First subparagraph below is based on requirements in ICC/ANSIA117.1. Verify requirements of authorities having jurisdiction and coordinate with door elevations on Drawings. Accessible Doors: Smooth surfaced for width of door in area within 10 inches (255 mm) above floor or ground plane. Glazing Stops and Gaskets: Snap-on, extruded-aluminum stops and preformed gaskets. Retain subparagraph below if required. Glazing stops are typically removable from both sides. Provide nonremovable glazing stops on outside of door. Retain paragraph below if entrance door hardware is not specified in this Section. See "Entrance Door Hardware" Article in the Evaluations for discussion of appropriate methods for specifying entrance door hardware. Entrance Door Hardware: As specified in Section087100 "Door Hardware." ENTRANCE DOOR HARDWARE Retain this article if entrance door hardware is specified in this Section. Before selecting hardware, verify accessible entrance, means-of-egress doorway, and other requirements of authorities having jurisdiction. General: Provide entrance door hardwareand entrance door hardware sets indicated in door and frame schedule and entrance door hardware sets indicated in "Entrance Door Hardware Sets" Article for each entrance door to comply with requirements in this Section. Select one of three options in first subparagraph below to coordinate with "Entrance Door Hardware Sets" Article. Weather Stripping: Manufacturer's standard replaceable components. Weather Sweeps: Manufacturer's standard exterior-door bottom sweep with concealed fasteners on mounting strip. First paragraph below is based on ADA-ABA Accessibility Guidelines and NFPA101 requirements for egress doors. Thresholds: BHMAA156.21, raised thresholds beveled with a slope of not more than 1:2, with maximum height of 1/2 inch (13 mm). Retain paragraph below for entrance doors with center pivots. 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. Joint Sealants: For installation of aluminum framed systems as specified in Division 07 Section Joint Sealants. 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. Framing Members, General: 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. Means to drain water passing joints, condensation within framing members, and moisture migrating within the system to exterior. 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. Provisions for field replacement of glazing from exterior. Fasteners, anchors, and connection devices that are concealed from view to greatest extent possible. Mechanically Glazed Framing Members: Fabricate for flush glazing without projecting stops. Entrance Door Frames: Reinforce as required to support loads imposed by door operation and for installing entrance door hardware. Entrance Doors: Reinforce doors as required for installing entrance door hardware. Indicate entrance door hardware mounting heights on Drawings or insert requirements in first paragraph below. Entrance Door Hardware Installation: Factory install entrance door hardware to the greatest extent possible. Cut, drill, and tap for factory-installed entrance door hardware before applying finishes. After fabrication, clearly mark components to identify their locations in Project according to Shop Drawings. ALUMINUM FINISHES Retain finishes in this article to suit Project. If retaining more than one, indicate location of each on Drawings or by inserts. See "Aluminum Finishes" Article in the Evaluations. Retain one of two options in first paragraph below. Verify availability with manufacturers selected. Retain one of 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 on extrusions and panels. If specific products are required, name coating manufacturers and products. High-Performance Organic Finish: 2-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. 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 applying sealant or tape, or by 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 the system to exterior. Coordinate first paragraph below with manufacturers' recommendations. Set continuous sill members and flashing in full sealant bed as specified in Section079200 "Joint Sealants" to produce weathertight installation. Install components plumb and true in alignment with established lines and grades, and without warp or rack. Install glazing as specified in Section088000 "Glazing." Entrance Doors: Install doors to produce smooth operation and tight fit at contact points. Exterior Doors: Install to produce weathertight enclosure and tight fit at weather stripping. Indicate entrance door hardware mounting heights on Drawings or insert in subparagraph below. Field-Installed Entrance Door Hardware: Install surface-mounted entrance door hardware according to entrance door hardware manufacturers' written instructions using concealed fasteners to greatest extent possible. 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 "Submittals" Article. See "Testing" Article in the Evaluations for discussion of field testing. Testing Agency: Owner will engage a qualified independent testing and inspecting agency to perform field tests and inspections. Testing Services: Testing and inspecting of representative areas to determine compliance of installed systems with specified requirements shall take place as follows. Do not proceed with installation of the next area until test results for previously completed areas show compliance with 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 or as directed by the Architect. Retain one of first two subparagraphs below. Perform a minimum of three tests in areas as directed by Architect. 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 6.24 lbf/sq. ft. (300 Pa), and shall not evidence water penetration. Test shall encompass window perimeter. Test Area: One bay wide or as directed by the Architect. Perform a minimum of three tests in areas as directed by Architect. Retain one of first two subparagraphs below. Usually retain inexpensive test in subparagraph below to check storefront systems' resistance 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. Test Area: Perform a minimum of five tests in areas as directed by Architect. Repair or remove work if test results and inspections indicate that it does not comply with specified requirements. Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements. See Section014000 "Quality Requirements" for retesting and reinspecting requirements and Section017300 "Execution" for requirements for correcting the Work. Aluminum-framed assemblies will be considered defective if they do not pass tests and inspections. Prepare test and inspection reports. Insert additional requirements and sequence of operation in entrance door hardware set above for electrified entrance door hardware if required. 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