ࡱ> _ bjbjzyzy ;P6b6b+        8X< 40(!!(!!!###U4W4W4W4W4W4W4$68\{4 $##$${4  !!44,,,$ ! !{3,$U4,,:1M2!иb^v'92 g3404C2 :(b:M2M2V: 2#LR#6,#,####{4{4~*D###4$$$$:#########B : SECTION 084113 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS GENERAL RELATED DOCUMENTS Drawings and general provisions of the Contract, including General Conditions and Division 01 Specification Sections, apply to this Section. SUMMARY Section Includes: [Exterior] [Interior] [Exterior and interior] storefront framing. SINCE STOREFRONT IS NOT RECOMMENDED FOR USE ABOVE THE SECOND FLOOR, DUE ITS LIMITED ABILITY TO CONTROL WATER AND AIR INFILTRATION. IT IS RECOMMENDED THAT YOU USE THE CURTAIN WALL SECTION TO SPECIFY WINDOW WALL OR RIBBON WALL SYSTEMS. Storefront framing for window walls. Storefront framing for ribbon walls. Storefront framing for punched openings. [Exterior] [Interior] [Exterior and interior] manual-swing entrance doors[and door-frame units]. PREINSTALLATION MEETINGS RETAIN "PREINSTALLATION CONFERENCE" PARAGRAPH BELOW IF WORK OF THIS SECTION IS EXTENSIVE OR COMPLEX ENOUGH TO JUSTIFY A CONFERENCE. Preinstallation Conference: Conduct conference at Project site. SUBMITTALS Product Data: For each type of product. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes. Shop Drawings: For aluminum-framed entrances and storefronts. 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 aluminum-framed entrances and storefronts, showing the following: Joinery, including concealed welds. Anchorage. Expansion provisions. Glazing. Flashing and drainage. Show connection to and continuity with adjacent thermal, weather, air, and vapor barriers. Samples for Verification: For each type of exposed finish required, in manufacturer's standard sizes. RETAIN "FABRICATION SAMPLE" PARAGRAPH BELOW TO VERIFY DETAILS OF ASSEMBLY. Fabrication Sample: Of each vertical-to-horizontal intersection of assemblies, made from 12-inch (300-mm) lengths of full-size components and showing details of the following: Joinery, including concealed welds. Anchorage. Expansion provisions. Glazing. Flashing and drainage. Entrance Door Hardware Schedule: Prepared by or under supervision of supplier, detailing fabrication and assembly of entrance door hardware, as well as procedures and diagrams. Coordinate final entrance door hardware schedule with doors, frames, and related work to ensure proper size, thickness, hand, function, and finish of entrance door hardware. RETAIN "DELEGATED-DESIGN SUBMITTAL" PARAGRAPH BELOW IF DESIGN SERVICES HAVE BEEN DELEGATED TO CONTRACTOR. RECOMMEND USING DELEGATED DESIGN IF YOU ARE GOING TO USE STOREFRONT ABOVE THE SECOND FLOOR OR FOR WINDOW WALL ETC. Delegated-Design Submittal: For aluminum-framed entrances and storefronts indicated to comply with performance requirements and design criteria, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation. RETAIN "PRECONSTRUCTION LABORATORY MOCKUP TESTING SUBMITTALS" PARAGRAPH BELOW IF SPECIFYING PROJECT-SPECIFIC PRECONSTRUCTION TESTING IN "PRECONSTRUCTION LABORATORY MOCKUPS" ARTICLE AS CONTRACTOR'S RESPONSIBILITY. Preconstruction Laboratory Mockup Testing Submittals: Testing Program: Developed specifically for Project. Test Reports: Prepared by a qualified preconstruction testing agency for each mockup test. Record Drawings: As-built drawings of preconstruction laboratory mockups showing changes made during preconstruction laboratory mockup testing. COORDINATE "QUALIFICATION DATA" PARAGRAPH BELOW WITH QUALIFICATION REQUIREMENTS IN SECTION014000 "QUALITY REQUIREMENTS" AND AS MAY BE SUPPLEMENTED IN "QUALITY ASSURANCE" ARTICLE. Qualification Data: For Installer[and laboratory mockup testing agency][and field testing agency]. Energy Performance Certificates: For aluminum-framed entrances and storefronts, accessories, and components, from manufacturer. Basis for Certification: NFRC-certified energy performance values for each aluminum-framed entrance and storefront. Product Test Reports: For aluminum-framed entrances and storefronts, for tests performed by [manufacturer and witnessed by a qualified testing agency] [a qualified testing agency]. RETAIN "QUALITY-CONTROL PROGRAM" PARAGRAPH BELOW IF PROJECT INCLUDES TWO-SIDED STRUCTURAL GLAZING. ASTMC1401 RECOMMENDS ESTABLISHING A WRITTEN QUALITY-CONTROL PROGRAM FOR FABRICATION, INSTALLATION, AND POST-CONSTRUCTION MAINTENANCE OF STRUCTURAL-SEALANT-GLAZED STOREFRONTS. Quality-Control Program: Developed specifically for Project, including fabrication and installation, according to recommendations in ASTMC1401. Include periodic quality-control reports. Source quality-control reports. RETAIN "FIELD QUALITY-CONTROL REPORTS" PARAGRAPH BELOW IF CONTRACTOR IS RESPONSIBLE FOR FIELD QUALITY-CONTROL TESTING AND INSPECTING. Field quality-control reports. Sample Warranties: For special warranties. Maintenance Data: For aluminum-framed entrances and storefronts to include in maintenance manuals. RETAIN "MAINTENANCE DATA FOR STRUCTURAL SEALANT" PARAGRAPH BELOW IF PROJECT INCLUDES TWO-SIDED STRUCTURAL GLAZING. Maintenance Data for Structural Sealant: For structural-sealant-glazed storefront to include in maintenance manuals. Include ASTMC1401 recommendations for post-installation-phase quality-control program. QUALITY ASSURANCE Installer Qualifications: An entity that employs installers and supervisors who are trained and approved by manufacturer. RETAIN "LABORATORY MOCKUP TESTING AGENCY QUALIFICATIONS" PARAGRAPH BELOW IF PROJECT-SPECIFIC PRECONSTRUCTION MOCKUP TESTING IS SPECIFIED IN "PRECONSTRUCTION LABORATORY MOCKUPS" ARTICLE. Laboratory Mockup Testing Agency Qualifications: Qualified according to ASTME699 for testing indicated [and accredited by IAS or ILAC Mutual Recognition Arrangement as complying with ISO/IEC17025].. RETAIN "TESTING AGENCY QUALIFICATIONS" PARAGRAPH BELOW IF CONTRACTOR SELECTS TESTING AGENCY OR IF CONTRACTOR IS REQUIRED TO PROVIDE SERVICES OF A QUALIFIED TESTING AGENCY IN "FIELD QUALITY CONTROL" ARTICLE. Testing Agency Qualifications: Qualified according to ASTME699 for testing indicated [and accredited by IAS or ILAC Mutual Recognition Arrangement as complying with ISO/IEC17025]. 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. Do not change intended aesthetic effects, as judged solely by Architect, except with Architect's approval. If changes are proposed, submit comprehensive explanatory data to Architect for review. RETAIN "STRUCTURAL-SEALANT GLAZING" PARAGRAPH BELOW IF PROJECT INCLUDES TWO-SIDED STRUCTURAL GLAZING. Structural-Sealant Glazing: Comply with ASTMC1401 for design and installation of storefront systems. MOCKUPS Mockups: Build mockups to verify selections made under Sample submittals and to demonstrate aesthetic effects and set quality standards for fabrication and installation. RETAIN FIRST SUBPARAGRAPH BELOW FOR LARGE-SCALE MOCKUP. INDICATE PORTION OF WALL REPRESENTED BY MOCKUP ON DRAWINGS, OR DRAW MOCKUP AS SEPARATE ELEMENT. COORDINATE REQUIREMENTS WITH THOSE IN OTHER SECTIONS SPECIFYING GLAZING AND CLADDING MATERIALS INSTALLED WITH ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS. Build mockup of typical wall area as shown on Drawings. RETAIN FIRST SUBPARAGRAPH BELOW IF SUBJECTING MOCKUP TO FIELD TESTING. 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. Subject to compliance with requirements, approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion. NORMALLY PRECONSTRUCTION LABORATORY MOCKUPS IS NOT NORMAL FOR STOREFRONT UNLESS YOU ARE PLANNING TO USE IT ABOVE SECOND FLOOR AS A WINDOW WALL. RECOMMEND DELETING. VERIFY OWNER WILL PAY FOR THIS TYPE OF TESTING. PRECONSTRUCTION LABORATORY MOCKUPS RETAIN THIS ARTICLE FOR PRECONSTRUCTION TESTING OF LARGE-SCALE MOCKUPS IN A LABORATORY. PROJECT-SPECIFIC PRECONSTRUCTION TESTING OF ASSEMBLIES CAN BE EXPENSIVE BUT MAY BE THE BEST MEANS OF PROVING THAT PERFORMANCE REQUIREMENTS ARE MET. Preconstruction Testing Service: [Owner will engage] [Engage] a qualified testing agency to perform testing on preconstruction laboratory mockups. Build preconstruction laboratory mockups at testing agency facility; use personnel, products, and methods of construction that will be used at Project site. USUALLY INDICATE SIZE AND OTHER DETAILS OF PRECONSTRUCTION LABORATORY MOCKUPS ON DRAWINGS. ASTME2099 INCLUDES RECOMMENDATIONS FOR MINIMUM SIZES AND CONFIGURATIONS. Size and Configuration: As indicated on Drawings. Notify Architect seven days in advance of the dates and times when preconstruction laboratory mockups will be constructed and tested. Preconstruction Laboratory Mockup Testing Program: Test preconstruction laboratory mockups according to requirements in "Performance Requirements" Article. Perform the following tests in the following order: Structural: ASTME330 at 50 percent of positive test load. Air Infiltration: ASTME283. Water Penetration under Static Pressure: ASTME331. Water Penetration under Dynamic Pressure: AAMA501.1. Structural: ASTME330 at 100 percent of positive and negative test loads. Repeat the following: Air Infiltration: ASTME283. Water Penetration under Static Pressure: ASTME331. Interstory Drift: AAMA501.4 at 100 percent of design displacement. Repeat the following: Air Infiltration: ASTME283. Water Penetration under Static Pressure: ASTME331. Vertical Interstory Movement: AAMA501.7. Repeat the following: Air Infiltration: ASTME283. Water Penetration under Static Pressure: ASTME331. Thermal Cycling: According to AAMA501.5. Repeat the following: Air Infiltration: ASTME283. Water Penetration under Static Pressure: ASTME331. Structural: ASTME330 at 100 and 150 percent of positive and negative test loads. Repeat the following: Air Infiltration: ASTME283. Water Penetration under Static Pressure: ASTME331. WARRANTY WHEN WARRANTIES ARE REQUIRED, VERIFY WITH OWNER'S COUNSEL THAT SPECIAL WARRANTIES STATED IN THIS ARTICLE ARE NOT LESS THAN REMEDIES AVAILABLE TO OWNER UNDER PREVAILING LOCAL LAWS. Special Warranty: [Manufacturer] [Installer] agrees to repair or replace components of aluminum-framed entrances and storefronts that do not comply with requirements or that fail in materials or workmanship within specified warranty period. Failures include, but are not limited to, the following: Structural failures including, but not limited to, excessive deflection. Noise or vibration created by wind and thermal and structural movements. DELETE OPTION IN FIRST SUBPARAGRAPH BELOW IF RETAINING "SPECIAL FINISH WARRANTY" PARAGRAPH. Deterioration of metals[,metal finishes,] and other materials beyond normal weathering. Water penetration through fixed glazing and framing areas. Failure of operating components. VERIFY AVAILABLE WARRANTIES AND WARRANTY PERIODS FOR ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS. Warranty Period: [Two] [Five] [10] 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. RETAIN FIRST SUBPARAGRAPH BELOW FOR FACTORY-PAINTED FINISHES. COORDINATE COLOR FADING AND CHALKING LIMITS WITH FINISHES RETAINED IN PART2. Deterioration includes, but is not limited to, the following: Color fading more than 5Hunter units when tested according to ASTMD2244. Chalking in excess of a No.8 rating when tested according to ASTMD4214. Cracking, checking, peeling, or failure of paint to adhere to bare metal. COORDINATE "WARRANTY PERIOD" SUBPARAGRAPH BELOW WITH "ALUMINUM FINISHES" ARTICLE. AAMA2604 IS INTENDED TO REPRESENT FIVE YEARS OF PERFORMANCE; AAMA2605 IS INTENDED TO REPRESENT 10 YEARS OF PERFORMANCE. VERIFY AVAILABLE WARRANTIES AND WARRANTY PERIODS FOR FINISHES. Warranty Period: [Five] [10] [20] years from date of Substantial Completion. PRODUCTS PERFORMANCE REQUIREMENTS AGAIN - RECOMMEND USING DELEGATED DESIGN IF YOU ARE GOING TO USE STOREFRONT ABOVE THE SECOND FLOOR OR FOR WINDOW WALL ETC. OTHERWISE DELETE. RETAIN "DELEGATED DESIGN" PARAGRAPH BELOW IF CONTRACTOR IS REQUIRED TO ASSUME RESPONSIBILITY FOR DESIGN. Delegated Design: Engage a qualified professional engineer, as defined in Section014000 "Quality Requirements," to design aluminum-framed entrances and storefronts. General Performance: Comply with performance requirements specified, as determined by testing of aluminum-framed entrances and storefronts representing those indicated for this Project without failure due to defective manufacture, fabrication, installation, or other defects in construction. Aluminum-framed entrances and storefronts shall withstand movements of supporting structure 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. Structural Loads: Wind Loads: As indicated on Drawings. Other Design Loads: As indicated on Drawings. 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; SEE "SEISMIC PERFORMANCE" ARTICLE IN THE EVALUATIONS. FIRST OPTION IN "DEFLECTION NORMAL TO WALL PLANE" SUBPARAGRAPH IS BASED ON IBC REQUIREMENTS FOR FRAMING MEMBERS SUPPORTING GLASS. SECOND OPTION IS BASED ON AAMATIR-A11 RECOMMENDATIONS. Deflection Normal to Wall Plane: Limited to [edge of glass in a direction perpendicular to glass plane not exceeding 1/175 of the glass edge length for each individual glazing lite] [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 (19.1 mm), whichever is less. FIRST OPTION IN "DEFLECTION PARALLEL TO GLAZING PLANE" 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 [1/360 of clear span or 1/8 inch (3.2 mm), whichever is smaller] [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)]. Operable Units: Provide a minimum 1/16-inch (1.6-mm) clearance between framing members and operable units. RETAIN "CANTILEVER DEFLECTION" SUBPARAGRAPH BELOW FOR PARAPETS AND SIMILAR COMPONENTS. Cantilever Deflection: Where framing members overhang an anchor point, as follows: Perpendicular to Plane of Wall: No greater than 1/240 of clear span plus 1/4 inch (6.35 mm) for spans greater than 11 feet 8-1/4 inches (3.6m) or 1/175 times span, for spans less than 11 feet 8-1/4 inches (3.6m). ASTME330 TEST METHOD EVALUATES STRUCTURAL PERFORMANCE OF ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS AND NOT STRUCTURAL PERFORMANCE OF CONTIGUOUS CONSTRUCTION. Structural: Test according to ASTME330 as follows: When tested at positive and negative wind-load design pressures, assemblies do not evidence deflection exceeding specified limits. When tested at 150 percent of positive and negative wind-load design pressures, assemblies, including anchorage, do not evidence material failures, structural distress, or permanent deformation of main framing members exceeding 0.2 percent of span. Test Durations: As required by design wind velocity, but not less than 10 seconds. Air Infiltration: Test according to ASTME283 for infiltration as follows: Fixed Framing and Glass Area: STATIC-AIR-PRESSURE DIFFERENTIAL OF 1.57 LBF/SQ. FT. (75 PA) IN FIRST OPTION, IS EQUIVALENT TO A 25-MPH (40-KM/H) WIND, IS ASHRAE90.1 MINIMUM; AIR-PRESSURE DIFFERENTIAL IN SECOND OPTION IS EQUIVALENT TO A 50-MPH (80-KM/H) WIND. Maximum air leakage of 0.06 cfm/sq. ft. (0.30L/s per sq.m) at a static-air-pressure differential of [1.57 lbf/sq. ft. (75 Pa)] [6.24 lbf/sq. ft. (300 Pa)]. Entrance Doors: Pair of Doors: Maximum air leakage of 1.0 cfm/sq. ft. (5.08L/s per sq.m) at a static-air-pressure differential of 1.57 lbf/sq. ft. (75 Pa). Single Doors: Maximum air leakage of 0.5 cfm/sq. ft. (2.54L/s per sq.m) at a static-air-pressure differential of 1.57 lbf/sq. ft. (75 Pa). RETAIN "WATER PENETRATION UNDER STATIC PRESSURE" 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: Test according to ASTME331 as follows: No evidence of water penetration through fixed glazing and framing areas when tested according to a minimum static-air-pressure differential of 20 percent of positive wind-load design pressure, but not less than [6.24 lbf/sq. ft. (300 Pa)] [10 lbf/sq. ft. (480 Pa)] [15 lbf/sq. ft. (720 Pa)]. RETAIN "WATER PENETRATION UNDER DYNAMIC PRESSURE" PARAGRAPH BELOW IF REQUIRED FOR PRECONSTRUCTION LABORATORY MOCKUP TESTING; MOST MANUFACTURERS DO NOT INCLUDE TEST DATA IN PRODUCT LITERATURE FOR DYNAMIC-PRESSURE TESTING. THIS TEST MAY BE AVAILABLE IN SOME AREAS FOR FIELD QUALITY-CONTROL TESTING; VERIFY WITH QUALIFIED TESTING AGENCY. Water Penetration under Dynamic Pressure: Test according to AAMA501.1 as follows: No evidence of water penetration through fixed glazing and framing areas when tested at dynamic pressure equal to 20 percent of positive wind-load design pressure, but not less than [6.24 lbf/sq. ft. (300 Pa)] [10 lbf/sq. ft. (480 Pa)] [15 lbf/sq. ft. (720 Pa)]. AAMA501.1'S DEFINITION OF WATER LEAKAGE ALLOWS UP TO 1/2 OZ. (15 ML) OF WATER TO ACCUMULATE ON AN INTERIOR STOP OR STOOL INTEGRAL TO ASSEMBLY IN A 15-MINUTE PERIOD. Maximum Water Leakage: [According to AAMA501.1] [No uncontrolled water penetrating assemblies or water appearing on assemblies' normally exposed interior surfaces from sources other than condensation]. Water leakage does not include water controlled by flashing and gutters, or water that is drained to exterior. RETAIN "INTERSTORY DRIFT" PARAGRAPH BELOW IF REQUIRED BY PROJECT. WIND AND SEISMIC EVENTS MAY CREATE OVERTURNING MOMENTS THAT CAUSE DIFFERENTIAL LATERAL DISPLACEMENT (DEFLECTION) OF MULTISTORY BUILDINGS. SEE EVALUATIONS FOR FURTHER INFORMATION. Interstory Drift: Accommodate design displacement of adjacent stories indicated. Design Displacement: As indicated on Drawings. Test Performance: Complying with criteria for passing based on building occupancy type when tested according to AAMA501.4 at design displacementand 1.5 times the design displacement. RETAIN "SEISMIC PERFORMANCE" PARAGRAPH BELOW FOR PROJECTS REQUIRING SEISMIC DESIGN. MODEL BUILDING CODES AND ASCE/SEI7 ESTABLISH CRITERIA FOR BUILDINGS SUBJECT TO EARTHQUAKE MOTIONS. COORDINATE REQUIREMENTS WITH STRUCTURAL ENGINEER. Seismic Performance: Aluminum-framed entrances and storefronts shall withstand the effects of earthquake motions determined according to ASCE/SEI7. Seismic Drift Causing Glass Fallout: Complying with criteria for passing based on building occupancy type when tested according to AAMA501.6 at design displacementand 1.5 times the design displacement. Vertical Interstory Movement: Complying with criteria for passing based on building occupancy type when tested according to AAMA501.7 at design displacementand 1.5 times the design displacement. THE IECC AND ASHRAE/IES90.1 REQUIRE THAT ALL FENESTRATION BE CERTIFIED AND LABELED BY MANUFACTURER FOR ENERGY PERFORMANCE, BASED ON RATINGS ESTABLISHED BY NFRC. VERIFY WHICH MANUFACTURERS HAVE TESTED ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS AND CAN DEMONSTRATE COMPLIANCE WITH NFRC. VERIFY REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. Energy Performance: Certify and label energy performance according to NFRC as follows: 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 IECC. TESTING FOR VISIBLE LIGHT TRANSMITTANCE (VT) IS SPECIFIED IN SECTION088000 "GLAZING." Thermal Transmittance (U-factor): Fixed glazing and framing areas shall have U-factor of not more than [0.45 Btu/sq. ft. xh x degF (2.55W/sq.m xK)] [0.57 Btu/sq. ft. xh x degF (3.23W/sq.m xK)] [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 [0.35] [0.40] [0.45] as determined according to NFRC200. Condensation Resistance: Fixed glazing and framing areas shall have an NFRC-certified condensation resistance rating of no less than [15] [25] [35] [45] as determined according to NFRC500. RETAIN "NOISE REDUCTION" PARAGRAPH BELOW IF REQUIRED FOR PROJECT. Noise Reduction: Test according to ASTME90, with ratings determined by ASTME1332, as follows. RATINGS IN "OUTDOOR-INDOOR TRANSMISSION CLASS" SUBPARAGRAPH BELOW REPRESENT NOISE REDUCTIONS BASED ON A SOUND SPECTRUM WITH FREQUENCIES WEIGHTED TO CORRELATE WITH TRANSPORTATION SOURCES (AIRCRAFT TAKEOFF, FREEWAY, AND RAILROAD PASSBY). THE HIGHER THE OITC, THE MORE EFFECTIVE THE NOISE REDUCTION. Outdoor-Indoor Transmission Class: Minimum [26] [30] [34] . RETAIN "BLAST RESISTANCE" PARAGRAPH BELOW FOR ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS REQUIRED TO RESIST EXPLOSIONS. VERIFY REQUIREMENTS WITH OWNER AND INSERT REQUIREMENTS FOR OTHER BLAST HAZARD MITIGATION TESTING STANDARDS IF REQUIRED. Blast Resistance: THE RATINGS IN "HAZARD RATING" AND "PERFORMANCE CONDITION" SUBPARAGRAPHS BELOW ARE BASED ON THE SEVERITY OF FRAGMENTS GENERATED DURING AN AIRBLAST TEST. SEE EVALUATIONS. Hazard Rating: [No Break] [No Hazard] [Minimal Hazard] [Very Low Hazard] [Low Hazard] [High Hazard] per ASTMF1642. Performance Condition: [1] [2] [3a] [3b] [4] [5] per GSA-TS01. WINDBORNE-DEBRIS WIND ZONES. ZONE 1: 110 MPH TO 119 MPH (HAWAII). ZONE 2: 120 MPH TO 129 MPH (MORE THAN 1 MILE FROM COASTLINE.) ZONE 3: 130 MPH TO 139 MPH (WITHIN 1 MILE OF THE COASTLINE.) ZONE 4: 140 MPH (AS REQUIRED BY AHJ). Windborne-Debris Impact Resistance: Pass missile-impact and cyclic-pressure tests when tested according to ASTME1886 and testing information in ASTME1996 for [Wind Zone1] [Wind Zone2] [Wind Zone3] [Wind Zone4]. RETAIN FIRST TWO SUBPARAGRAPHS BELOW OR RETAIN THIRD SUBPARAGRAPH. THIRD IS REQUIREMENT IN ASTME1996 FOR ESSENTIAL FACILITIES. ESSENTIAL FACILITIES ARE DEFINED AS HOSPITALS, EMERGENCY TREATMENT FACILITIES, JAILS, FIRE AND RESCURE STATIONS AND EMERGENCY SHELTERS. Large-Missile Test: For glazing located within 30 feet (9.1m) of grade. Small-Missile Test: For glazing located more than 30 feet (9.1m) above grade. Large-Missile Test: For all glazing, regardless of height above grade. Thermal Movements: Allow for thermal movements resulting from ambient and surface temperature changes: Temperature Change: 120 degF (67 degC), ambient; 180 degF (100 degC), material surfaces. Thermal Cycling: No buckling; stress on glass; sealant failure; excess stress on framing, anchors, and fasteners; or reduction of performance when tested according to AAMA501.5. High Exterior Ambient-Air Temperature: That which produces an exterior metal-surface temperature of 180 degF (82 degC). Low Exterior Ambient-Air Temperature: 0 degF (minus 18 degC). Interior Ambient-Air Temperature: 75 degF (24 degC). RETAIN "STRUCTURAL-SEALANT JOINTS" PARAGRAPH BELOW IF PROJECT INCLUDES TWO-SIDED STRUCTURAL GLAZING. Structural-Sealant Joints: RETAIN FIRST SUBPARAGRAPH BELOW IF DEAD-LOAD SUPPORT BY STRUCTURAL SEALANT IS ACCEPTABLE. Designed to carry gravity loads of glazing. Designed to produce tensile or shear stress of less than 20 psi (138 kPa). RETAIN "STRUCTURAL SEALANT" PARAGRAPH BELOW IF PROJECT INCLUDES TWO-SIDED STRUCTURAL GLAZING. Structural Sealant: Capable of withstanding tensile and shear stresses imposed by structural-sealant-glazed storefront system without failing adhesively or cohesively. When tested for preconstruction adhesion and compatibility, cohesive failure of sealant shall occur before adhesive failure. Adhesive failure occurs when sealant pulls away from substrate cleanly, leaving no sealant material behind. Cohesive failure occurs when sealant breaks or tears within itself but does not separate from each substrate because sealant-to-substrate bond strength exceeds sealant's internal strength. MANUFACTURERS Manufacturers: Subject to compliance with requirements, provide named products or comparable products approved by Architect/Owner by one of the following:  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456853025&mf=04&src=wd" Kawneer North America. EFCO Corporation.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456853048&mf=04&src=wd" Oldcastle BuildingEnvelope. Tubelite, Inc.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456853023&mf=04&src=wd" United States Aluminum.  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456853024&mf=04&src=wd" YKK AP America Inc. BELOW IS A SAMPLE ONLY, REVISE AS NEEDED FOR PROJECT REQUIREMENTS. Basis of Design: [Type 1: ]Storefront Systems: TriFab 451T as manufactured by  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456853025&mf=04&src=wd" Kawneer North America. [Type 2: ]Storefront Systems: TriFab 451UT as manufactured by  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456853025&mf=04&src=wd" Kawneer North America. Entrances: Series 350 Medium Stile by as manufactured by  HYPERLINK "http://www.specagent.com/LookUp/?uid=123456853025&mf=04&src=wd" Kawneer North America. Source Limitations: Obtain all components of aluminum-framed entrance and storefront system, including framing [spandrel panels] [venting windows] and accessories, from single manufacturer. FRAMING COPY AND MODIFY PARAGRAPH BELOW IF NEEDED FOR MORE THAN ONE TYPE OF STOREFRONT. Framing Members: Manufacturer's extruded- or formed-aluminum framing members of thickness required and reinforced as required to support imposed loads. Construction: [Thermally broken] [Thermally improved] [Nonthermal] . Glazing System: [Retained mechanically with gaskets on four sides] [Retained mechanically with gaskets on two sides and structural sealant on two sides]. Glazing Plane: [Front] . Finish: [Clear anodic finish] [Color anodic finish] [Baked-enamel or powder-coat finish] [High-performance organic finish]. Fabrication Method: Field-fabricated stick system. Backer Plates: Manufacturer's standard, continuous backer plates for framing members, if not integral, where framing abuts adjacent construction. Brackets and Reinforcements: Manufacturer's standard high-strength aluminum with nonstaining, nonferrous shims for aligning system components. 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/B429M. Structural Profiles: ASTMB308/B308M. 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. DELETE ARTICLE BELOW IF NOT REQUIRED. COORIDINATE WITH CURTAIN WALL SECTION, IF USED IN BOTH. INSULATED SPANDREL PANELS SPANDREL PANELS IN "INSULATED SPANDREL PANELS" PARAGRAPH BELOW ARE EXAMPLES OF AVAILABLE PRODUCTS. REVISE TO SUIT PROJECT. SEE EVALUATIONS FOR ADDITIONAL INFORMATION. Insulated Spandrel Panels: Laminated, metal-faced flat panels with no deviations in plane exceeding 0.8 percent of panel dimension in width or length. Overall Panel Thickness: [As indicated] [1 inch (25.4 mm)] . Exterior Skin: Aluminum. Thickness: [Manufacturer's standard for finish and texture indicated] . Finish: [Match framing system] . Texture: [Smooth] [Embossed] . Backing Sheet: [1/8-inch- (3.2-mm-) thick, tempered hardboard] [0.157-inch- (4-mm-) thick, cement board] [0.125-inch- (3.2-mm-) thick, corrugated, high-density polyethylene] . Interior Skin: Aluminum. Thickness: [Manufacturer's standard for finish and texture indicated] . Finish: [Matching storefront framing] [Low-gloss, white baked enamel] [Mill finish] . Texture: [Smooth] [Embossed] . Backing Sheet: [1/8-inch- (3.2-mm-) thick, tempered hardboard] [0.157-inch- (4-mm-) thick, cement board] [1/2-inch- (12.7-mm-) thick, gypsum board with proprietary fire-resistance-rated core] [0.125-inch- (3.2-mm-) thick, corrugated, high-density polyethylene] . AUTHORITIES HAVING JURISDICTION MAY RESTRICT INSULATION MATERIALS BASED ON THEIR FIRE-TEST-RESPONSE CHARACTERISTICS. VERIFY REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. Thermal Insulation Core: Manufacturer's standard [rigid, closed-cell, polyisocyanurate board] [extruded-polystyrene board] [expanded-perlite, mineral-insulation board] . Surface-Burning Characteristics: Comply with ASTME84; testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency. Flame-Spread Index: [25] or less. Smoke-Developed Index: [50] [450] or less. DELETE ARTICLE BELOW IF NOT REQUIRED VENTING WINDOWS Aluminum Windows: Manufacturer's standard units, complying with AAMA/WDMA/CSA101/I.S.2/A440, with self-flashing mounting fins, and as follows: Window Type: [Horizontal sliding] [Awning] [Single hung] [As indicated on Drawings] . Minimum Performance Class: [CW] [AW] . AAMA/WDMA/CSA101/I.S.2/A440 ESTABLISHES A GATEWAY PERFORMANCE GRADE FOR WINDOWS TO QUALIFY FOR EACH PERFORMANCE CLASS. THE GATEWAY PERFORMANCE GRADE IS 30 FOR CLASSCW AND 40 FOR CLASSAW. FOR A PARTICULAR PROJECT, THE MINIMUM PERFORMANCE GRADE FOR WINDOWS IS TYPICALLY BASED ON THE DESIGN PRESSURE. Minimum Performance Grade: [30] [35] [40] [45] [50] [As indicated on Drawings] . Aluminum Extrusions: ASTMB221 (ASTMB221M), alloy and temper recommended by manufacturer for strength, corrosion resistance, and application of required finish, but not less than 0.064-inch (1.63-mm) thickness at any location for main frame and sash members. RETAIN "THERMALLY IMPROVED CONSTRUCTION" SUBPARAGRAPH BELOW IF REQUIRED TO MINIMIZE CONDENSATION IN COLD CLIMATES. Thermally Improved Construction: Fabricate window units with an integral, concealed, low-conductance thermal barrier; located between exterior materials and window members exposed on interior side; in a manner that eliminates direct metal-to-metal contact. RETAIN "MULLIONS" SUBPARAGRAPH BELOW IF REQUIRED. Mullions: Between adjacent windows, fabricated of extruded aluminum matching finish of window units. Fasteners, Anchors, and Clips: Nonmagnetic stainless steel, aluminum, or other noncorrosive material, compatible with aluminum window members, trim, hardware, anchors, and other components of window units. Fasteners shall not be exposed, except for attaching hardware. Reinforcement: Where fasteners screw-anchor into aluminum less than 0.128 inch (3.26 mm) thick, reinforce interior with aluminum or nonmagnetic stainless steel to receive screw threads, or provide standard, noncorrosive, pressed-in, spline grommet nuts. Hardware: Manufacturer's standard; of aluminum, stainless steel, die-cast steel, malleable iron, or bronze; including the following: RETAIN APPLICABLE HARDWARE TYPES FROM LIST BELOW. Cam-action sweep sash lock and keeper at meeting rails. Spring-loaded, snap-type lock at jambs. Pole-operated, cam-action locking device on meeting rail where rail is more than 72 inches (1830 mm) above floor. Lift handles for single-hung units. Nylon sash rollers for horizontal-sliding units. Steel or bronze operating arms. RETAIN "SLIDING-TYPE WEATHER STRIPPING" AND "INSECT SCREENS" SUBPARAGRAPHS BELOW FOR HORIZONTAL-SLIDING AND SINGLE-HUNG UNITS. Sliding-Type Weather Stripping: Woven-pile weather stripping of wool, polypropylene, or nylon pile and resin-impregnated backing fabric; complying with AAMA701/702. Insect Screens: Provide removable insect screen on each operable exterior sash, with screen frame finished to match window unit, complying with SMA1004 or SMA1201, and as follows: RETAIN "ALUMINUM WIRE FABRIC," "GLASS-FIBER MESH FABRIC," OR "FABRIC" SUBPARAGRAPH BELOW. Aluminum Wire Fabric: 18-by-18 (1.1-by-1.1-mm), 18-by-16 (1.1-by-1.3-mm), or 18-by-14 (1.1-by-1.5-mm) mesh of 0.013-inch- (0.3-mm-) diameter, coated aluminum wire. Glass-Fiber Mesh Fabric: 18-by-16 (1.1-by-1.3-mm) or 18-by-14 (1.1-by-1.5-mm) mesh of PVC-coated, glass-fiber threads, woven and fused to form a fabric mesh; complying with ASTMD3656. Fabric: Manufacturer's standard aluminum wire fabric or glass-fiber mesh fabric. Glazing: [Same as adjacent aluminum-framed entrances and storefront glazing] . Finish: [Match adjacent aluminum-framed entrances and storefront finish] . ENTRANCE DOOR SYSTEMS Entrance Doors: Manufacturer's standard glazed entrance doors for manual-swing operation. Door Construction: [1-3/4-inch (44.5-mm) overall thickness, with minimum 0.125-inch- (3.2-mm-)] [2-inch (50.8-mm) overall thickness, with minimum 0.188-inch- (4.8-mm-)] [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 "THERMAL CONSTRUCTION" SUBPARAGRAPH BELOW IF RETAINING LAST OPTION IN "DOOR CONSTRUCTION" SUBPARAGRAPH ABOVE. Thermal Construction: [High-performance plastic connectors separate aluminum members exposed to the exterior from members exposed to the interior] . COORDINATE ENTRANCE DOOR DESIGN IN "DOOR DESIGN" SUBPARAGRAPH BELOW WITH HARDWARE REQUIREMENTS. NARROW-STILE DOORS MAY NOT ACCOMMODATE SOME EXIT DEVICES. Door Design: [As indicated] [Narrow stile; 2-1/8-inch (54-mm) nominal width] [Medium stile; 3-1/2-inch (88.9-mm) nominal width] [Wide stile; 5-inch (127-mm) nominal width] . Glazing Stops and Gaskets: [Beveled] [Square] , 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. ENTRANCE DOOR HARDWARE Entrance Door Hardware: Hardware not specified in this Section is specified in Section087111 "Finish Hardware." General: Provide entrance door hardwareand entrance door hardware sets indicated in door and frame schedule for each entrance door to comply with requirements in this Section. Entrance Door Hardware Sets: Provide quantity, item, size, finish or color indicated, and products complying with BHMA standard referenced. Sequence of Operation: Provide electrified door hardware function, sequence of operation, and interface with other building control systems indicated. Opening-Force Requirements: Egress Doors: Not more than 15 lbf (67N) to release the latch and not more than 30 lbf (133N) to set the door in motionand not more than 15 lbf (67N) to open the door to its minimum required width. Accessible Interior Doors: Not more than 5 lbf (22.2N) to fully open door. Cylinders: As specified in Section087111 "Finish Hardware." RETAIN "REMOVABLE MULLIONS" PARAGRAPH BELOW FOR ENTRANCE DOORS WITH REMOVABLE MULLIONS. Removable Mullions: BHMAA156.3, extruded aluminum. When used with panic exit devices, provide removable mullions listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction, for panic protection, based on testing according to UL305. Use only mullions that have been tested with exit devices to be used. Weather Stripping: Manufacturer's standard replaceable components. Compression Type: Made of ASTMD2000, molded neoprene, or ASTMD2287, molded PVC. Sliding Type: AAMA701/702, made of wool, polypropylene, or nylon woven pile with nylon-fabric or aluminum-strip backing. Weather Sweeps: Manufacturer's standard exterior-door bottom sweep with concealed fasteners on mounting strip. Silencers: BHMAA156.16, Grade1. RETAIN "FINGER GUARDS" PARAGRAPH BELOW FOR ENTRANCE DOORS WITH CENTER PIVOTS. Finger Guards: Manufacturer's standard collapsible neoprene or PVC gasket anchored to frame hinge-jamb at center-pivoted doors. GLAZING Glazing: Comply with Section088000 "Glazing." RETAIN FIRST OPTION IN "GLAZING GASKETS" PARAGRAPH BELOW FOR DRY GLAZING SYSTEM BASED ON MANUFACTURER'S STANDARD SYSTEMS, OR RETAIN SECOND OPTION AND SPECIFY GASKETS IN SECTION088000 "GLAZING." SILICONE GLAZING GASKETS ARE AVAILABLE IN CUSTOM COLORS FROM SOME MANUFACTURERS. Glazing Gaskets: [Manufacturer's standard sealed-corner pressure-glazing system of black, resilient elastomeric glazing gaskets, setting blocks, and shims or spacers.] [Comply with Section088000 "Glazing."] RETAIN FIRST OPTION IN "GLAZING SEALANTS" PARAGRAPH BELOW FOR PRODUCTS BASED ON MANUFACTURER'S STANDARD SYSTEMS, OR RETAIN SECOND OPTION AND SPECIFY SEALANTS FOR GLAZING SYSTEMS IN SECTION088000 "GLAZING." Glazing Sealants: [As recommended by manufacturer.] [Comply with Section088000 "Glazing."] Sealants used inside the weatherproofing system shall have a VOC content of 250g/L. RETAIN "STRUCTURAL GLAZING SEALANTS" AND "WEATHERSEAL SEALANTS" PARAGRAPHS BELOW FOR TWO-SIDED STRUCTURAL-SEALANT-GLAZED STOREFRONT SYSTEMS. Structural Glazing Sealants: ASTMC1184, chemically curing silicone formulation that is compatible with system components with which it comes in contact, specifically formulated and tested for use as structural sealant and approved by structural-sealant manufacturer for use in storefront system indicated. Color: [Black] [Gray] [As selected by Architect from manufacturer's full range of colors]. WEATHERSEAL SEALANTS IN "WEATHERSEAL SEALANTS" PARAGRAPH BELOW PROVIDE WEATHER RESISTANCE FOR STRUCTURAL-GLAZED SEALANTS. DELETE IF NOT REQUIRED OR WHERE STRUCTURAL SEALANT IS ALSO WEATHERSEAL SEALANT. Weatherseal Sealants: ASTMC920 for TypeS; GradeNS; Class25; UsesNT, G, A, and O; chemically curing silicone formulation that is compatible with structural sealant and other system components with which it comes in contact; recommended by structural-sealant, weatherseal-sealant, and structural-sealant-glazed storefront manufacturers for this use. Color: Match structural sealant. ACCESSORIES 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. Use exposed fasteners with countersunk Phillips screw heads,finished to match framing system,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. 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. 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. Provisions for field replacement of glazing from [exterior] [interior] [interior for vision glass and exterior for spandrel glazing or metal panels]. 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. Structural-Sealant-Glazed Framing Members: Include accommodations for using temporary support device to retain glazing in place while structural sealant cures. RETAIN "STOREFRONT FRAMING" PARAGRAPH BELOW IF A PARTICULAR ASSEMBLY METHOD IS REQUIRED. Storefront Framing: Fabricate components for assembly using [shear-block system] [screw-spline system] [head-and-sill-receptor system with shear blocks at intermediate horizontal members] . Entrance Door Frames: Reinforce as required to support loads imposed by door operation and for installing entrance door hardware. At exterior doors, provide compression weather stripping at fixed stops. At interior doors, provide silencers at stops to prevent metal-to-metal contact. Install three silencers on strike jamb of single-door frames and two silencers on head of frames for pairs of doors. Entrance Doors: Reinforce doors as required for installing entrance door hardware. At pairs of exterior doors, provide sliding-type weather stripping retained in adjustable strip and mortised into door edge. At exterior doors, provide weather sweeps applied to door bottoms. 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 ONE OF TWO OPTIONS IN "CLEAR ANODIC FINISH" PARAGRAPH BELOW. VERIFY AVAILABILITY WITH MANUFACTURERS. Clear Anodic Finish: AAMA611, [AA-M12C22A41, ClassI, 0.018 mm] [AA-M12C22A31, ClassII, 0.010 mm] or thicker. RETAIN ONE OF TWO OPTIONS IN "COLOR ANODIC FINISH" PARAGRAPH BELOW. VERIFY AVAILABILITY WITH MANUFACTURERS. Color Anodic Finish: AAMA611, [AA-M12C22A42/A44, ClassI, 0.018 mm] [AA-M12C22A32/A34, ClassII, 0.010 mm] or thicker. Color: [Light bronze] [Medium bronze] [Dark bronze] [Champagne] [Black] . OPTIONS IN "COLOR" SUBPARAGRAPH ABOVE ARE EXAMPLES ONLY AND MAY VARY IN COLOR RANGE AND AVAILABILITY AMONG MANUFACTURERS. RETAIN ONE OR DELETE ALL ABOVE AND RETAIN ONE OF TWO OPTIONS IN "COLOR" SUBPARAGRAPH BELOW. Color: [Match Architect's sample] [As selected by Architect from full range of industry colors and color densities]. "BAKED-ENAMEL OR POWDER-COAT FINISH" PARAGRAPH BELOW REFERENCES AAMA STANDARD FOR PIGMENTED ORGANIC COATING ON EXTRUSIONS AND PANELS. Baked-Enamel or Powder-Coat Finish: AAMA2603 except with a minimum dry film thickness of 1.5 mils (0.04 mm). Comply with coating manufacturer's written instructions for cleaning, conversion coating, and applying and baking finish. Color and Gloss: [As indicated by manufacturer's designations] [Match Architect's sample] [As selected by Architect from manufacturer's full range] . RETAIN ONE OF TWO "HIGH-PERFORMANCE ORGANIC FINISH" 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 [AAMA2604] [AAMA2605] and containing not less than [50] [70] percent [PVDF] [or] [FEVE] resin by weight in color coat. Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions. Color and Gloss: [As indicated by manufacturer's designations] [Match Architect's sample] [As selected by Architect from manufacturer's full range] . High-Performance Organic Finish: [Three] [Four]-coat fluoropolymer finish complying with AAMA2605 and containing not less than [50] [70] percent [PVDF] [or] [FEVE] resin by weight in both color coat and clear topcoat. Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions. Color and Gloss: [As indicated by manufacturer's designations] [Match Architect's sample] [As selected by Architect from manufacturer's full range] . SOURCE QUALITY CONTROL RETAIN THIS ARTICLE IF PROJECT INCLUDES TWO-SIDED STRUCTURAL GLAZING. Structural Sealant: Perform quality-control procedures complying with ASTMC1401 recommendations including, but not limited to, assembly material qualification procedures, sealant testing, and assembly fabrication reviews and checks. EXECUTION EXAMINATION Examine areas, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. Proceed with installation only after unsatisfactory conditions have been corrected. PREPARATION RETAIN THIS ARTICLE IF PROJECT INCLUDES TWO-SIDED STRUCTURAL GLAZING. Prepare surfaces that are in contact with structural sealant according to sealant manufacturer's written instructions to ensure compatibility and adhesion. Preparation includes, but is not limited to, cleaning and priming surfaces. 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. Seal perimeter and other joints watertight unless otherwise indicated. Metal Protection: Where aluminum is in contact with dissimilar metals, protect against galvanic action by painting contact surfaces with materials recommended by manufacturer for this purpose or by installing nonconductive spacers. Where aluminum is in contact with concrete or masonry, protect against corrosion by painting contact surfaces with bituminous paint. COORDINATE FIRST PARAGRAPH BELOW WITH MANUFACTURERS' WRITTEN 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. RETAIN FIRST PARAGRAPH BELOW FOR OPERABLE UNITS. Install operable units level and plumb, securely anchored, and without distortion. Adjust weather-stripping contact and hardware movement to produce proper operation. Install glazing as specified in Section088000 "Glazing." RETAIN FIRST PARAGRAPH BELOW IF PROJECT INCLUDES TWO-SIDED STRUCTURAL GLAZING. Install weatherseal sealant according to Section079200 "Joint Sealants" and according to sealant manufacturer's written instructions to produce weatherproof joints. Install joint filler behind sealant as recommended by sealant manufacturer. 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 "FIELD-INSTALLED ENTRANCE DOOR HARDWARE" 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. ERECTION TOLERANCES Erection Tolerances: Install aluminum-framed entrances and storefronts to comply with the following maximum tolerances: Plumb: 1/8 inch in 10 feet (3.2 mm in 3m); 1/4 inch in 40 feet (6.35 mm in 12.2m). Level: 1/8 inch in 20 feet (3.2 mm in 6m); 1/4 inch in 40 feet (6.35 mm in 12.2m). 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 3.6m); 1/2 inch (12.7 mm) over total length. FIELD QUALITY CONTROL RETAIN THIS ARTICLE FOR TESTING OF ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS DURING INSTALLATION OR FOR TESTING OF FIELD MOCKUPS. Testing Agency: [Owner will engage] [Engage] a qualified testing agency to perform tests and inspections. Field Quality-Control Testing: Perform the following test on [representative areas of aluminum-framed entrances and storefronts] [mockups] . INEXPENSIVE TEST IN "WATER-SPRAY TEST" SUBPARAGRAPH BELOW TESTS FOR DEFICIENCIES IN WORKMANSHIP ONLY AND IS NOT REPRESENTATIVE OF A WIND-DRIVEN RAIN EVENT. 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. RETAIN ONE OF TWO SUBPARAGRAPHS BELOW. Perform a minimum of [two] [three] tests in areas as directed by Architect. Perform tests in each test area as directed by Architect. Perform at least three tests, prior to [10, 35, and 70 percent completion] . RETAIN "STRUCTURAL-SEALANT ADHESION" PARAGRAPH BELOW IF PROJECT INCLUDES TWO-SIDED STRUCTURAL GLAZING. Structural-Sealant Adhesion: Test structural sealant according to recommendations in ASTMC1401, Destructive Test MethodA, "Hand Pull Tab (Destructive)," AppendixX2. Test a minimum of [two] [four] [six] areas on each building facade. Repair installation areas damaged by testing. SEE SECTION014000 "QUALITY REQUIREMENTS" FOR RETESTING AND REINSPECTING REQUIREMENTS AND SECTION017300 "EXECUTION" FOR REQUIREMENTS FOR CORRECTING THE WORK. Aluminum-framed entrances and storefronts will be considered defective if they do not pass tests and inspections. Prepare test and inspection reports. MAINTENANCE SERVICE VERIFY WITH OWNER THAT MAINTENANCE SERVICE IS REQUIRED FOR PROJECT. Entrance Door Hardware: Maintenance Tools and Instructions: Furnish a complete set of specialized tools and maintenance instructions as needed for Owner's continued adjustment, maintenance, and removal and replacement of entrance door hardware. Initial Maintenance Service: Beginning at Substantial Completion, provide six months' full maintenance by skilled employees of entrance door hardware Installer. Include quarterly preventive maintenance, repair or replacement of worn or defective components, lubrication, cleaning, and adjusting as required for proper entrance door hardware operation at rated speed and capacity. Use parts and supplies that are the same as those used in the manufacture and installation of original equipment. END OF SECTION 08 41 13 FOR MDACC USE ONLY. DELETE THIS PAGE BEFORE ISSUING DOCUMENTS. document revision history IssueDateRevision DescriptionAuthor20190301Original IssuanceRev. 1.Rev. 2Rev. 3 Rev. 4 Rev. 5      MD ANDERSON Project No. XXXXXXMD ANDERSON PROJECT NAMEA/E Name Issue Description A/E Project No.Month 00, 0000 鶹ӳ aluminum framed entrances and storefronts MD Anderson Cancer Center08 41 13 MS 20190301 PAGE 25 of  NUMPAGES 25 ;C    ( > ( )  f ( 9h.hjX5;<CJaJh+h8s0J/h+h8s0J0h.h8s5;<CJaJh.h)]5;<CJaJh.h%55;<CJaJh+h8s5 h+h+h+h8s0J.h+h+0J-h+h)]0J- h+h8s2;CU> ) N s    ?cgd$)gd$gd$gd$gd$gd$gd$cnfb( L9UK)gd$gd$gd$gd$Kz)l~N !e")####$%&\&gd$gd$)gd$gd$yz){M N !)###$%%&[&\&(((())**"*(*+++w1*2+2?2K2N2W23C4D4\4m44X5Y5l5o5r5v5y5{5}5~5w677#8/909C9G9J9L9O9Q99 h+hjXh.hW5;<CJaJh+h8s5h.h8s5;<CJaJh.h%55;<CJaJ h+h8sJ\&&s'((()*+++|,N----.z...+/J////gd$gd$gd$)gd$gd$/0Y0x00181n1w1+23V333D4444Y55w67B777gd$)gd$gd$gd$gd$7#809~999-::?;d<^====>Y>u>>>>"?@\B Cgd$gd$gd$gd$)gd$gd$9,:-:::::"?@@@FAIAmA}AAAAAAAA5B=BGB\B C C@CWC_ChC~CCSD[DdDDDDD)E*EEEEEFF8FLFTFVFFFgIKJLJcJsJ˼˼˟˼˼˟˟˟˟˟h+h8s0J/h+h8s0J0h+h8s0J/5h+h8s0J05h+h8s5 h+h)] h+h8sh.h8s5;<CJaJh.hW5;<CJaJh.h%55;<CJaJ; 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