SECTION INSULATED CORE METAL WALL PANELS 09/09

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1 SECTION INSULATED CORE METAL WALL PANELS 09/09 PART 1 GENERAL 1.1 SYSTEM DESCRIPTION Insulated Core Metal Wall Panel System Factory-foamed horizontal and vertical wall panel system consisting of exterior metal sheet with interior metal liner panel, bonded to factory foamed-in-place core in thermally-separated profile, with factory sealed tongue-and-groove and rainscreen-design pressure-equalized-chamber horizontal joint, and attached to supports using concealed fasteners. NOTE: Retain and edit optional text below when system includes integrated items furnished by panel manufacturer. a. System is provided complete with [through-tube supports][secondary metal framing][window units][louvers][and][sun screens]. 1.2 REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. NOTE: Review dates of referenced standards. Update using Unified Master Reference Library (UMRL) by right-clicking a Reference ID and selecting "Check Reference...". AIR MOVEMENT AND CONTROL ASSOCIATION INTERNATIONAL (AMCA) AMCA 500L (1999) Laboratory Methods of Testing Louvers for Rating AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION (AAMA) AAMA 2605 AAMA AAMA (2005) Voluntary Specification, Performance Requirements and Test Procedures for Superior Performing Organic Coatings on Aluminum Extrusions and Panels (2005) Standard Test Method for Water Penetration of Windows, Curtain Walls and Doors Using Dynamic Pressure (2003) Quality Assurance and Diagnostic Water Leakage Field Check of Installed SECTION Page 1

2 Storefronts, Curtainwalls and Sloped Glazing Systems AAMA 508 AAMA 611 AAMA 620 AAMA 621 (2005) Voluntary Test Method and Specifications for Pressure Equalized Rain Screen Wall Cladding Systems (1998) Voluntary Specification for Anodized Architectural Aluminum (1996) Voluntary Specifications for High Performance Organic Coatings on Coil Coated Architectural Aluminum Substrates (1996) Voluntary Specifications for High Performance Organic Coatings on Coil Coated Architectural Hot Dipped Galvanized (HDG) & Zinc-Aluminum Coated Steel Substrates AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) ASCE 7-05 (2006; Errata 2007) Minimum Design Loads for Buildings and Other Structures ASTM INTERNATIONAL (ASTM) ASTM A 653/A 653M ASTM A 666 ASTM A 755/A 755M ASTM B 117 ASTM B 209 ASTM C 1363 ASTM C 209 ASTM C 645 ASTM C 754 (2009) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process (2003) Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel Sheet, Strip, Plate and Flat Bar (2003; R 2008) Standard Specification for Steel Sheet, Metallic Coated by the Hot-Dip Process and Prepainted by the Coil-Coating Process for Exterior Exposed Building Products (2007a) Standing Practice for Operating Salt Spray (Fog) Apparatus (2007) Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate (2005) Standard Test Method for Thermal Performance of Building Materials and Envelope Assemblies by Means of a Hot Box Apparatus (2007ae1) Standard Test Methods for Cellulosic Fiber Insulating Board (2008a) Nonstructural Steel Framing Members (2009) Installation of Steel Framing SECTION Page 2

3 Members to Receive Screw-Attached Gypsum Panel Products ASTM D 3359 ASTM D 4585 ASTM D 4587 ASTM D 968 ASTM E 119 ASTM E 1592 ASTM E 1886 ASTM E 1996 ASTM E 283 ASTM E 329 ASTM E 331 ASTM E 72 ASTM E 84 (2009) Measuring Adhesion by Tape Test (2007) Standard Practice for Testing Water Resistance of Coatings Using Controlled Condensation (2005) Standard Practice for Fluorescent UV-Condensation Exposures of Paint and Related Coatings (2005e1) Abrasion Resistance of Organic Coatings by Falling Abrasive (2008a) Standard Test Methods for Fire Tests of Building Construction and Materials (2005) Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference (2005) Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors, and Impact Protective Systems Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials (2009) Standard Specification for Performance of Exterior Windows, Curtain Walls, Doors, and Impact Protective Systems Impacted by Windborne Debris in Hurricanes (2004) Determining the Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen (2008) Standard Specification for Agencies Engaged in the Testing and/or Inspection of Materials Used in Construction (2000; R 2009) Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference (2005) Conducting Strength Tests of Panels for Building Construction (2009a) Standard Test Method for Surface Burning Characteristics of Building Materials SECTION Page 3

4 ANSI/FM GLOBAL (ANSI/FM) ANSI/FM 4880 (2001; R 2007) Standard for Evaluating Insulated Wall & Roof/Ceiling Assemblies NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) NFPA 285 (2006) Standard Fire Test Method for Evaluation of Fire Propagation Characteristics of Exterior Non-Load-Bearing Wall Assemblies Containing Combustible Components SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION (SMACNA) SMACNA 1793 (2006) Architectural Sheet Metal Manual, Sixth Edition, Second Printing U.S. GREEN BUILDING COUNCIL (USGBC) LEED (2002; R 2005) Leadership in Energy and Environmental Design(tm) Green Building Rating System for New Construction (LEED-NC) UNDERWRITERS LABORATORIES (UL) UL 1715 UL 263 UL 723 UL Bld Mat Dir UL Fire Resistance (1997) Fire Test of Interior Finish Material (2003; Rev thru Oct 2007) Fire Tests of Building Construction and Materials (2008) Standard for Test for Surface Burning Characteristics of Building Materials (2009) Building Materials Directory (2009) Fire Resistance Directory 1.3 PERFORMANCE REQUIREMENTS Provide metal wall panel system meeting performance requirements as determined by application of specified tests by a qualified testing agency on manufacturer's standard assemblies. [1.3.1 Delegated Design NOTE: Retain paragraph below if Project requirements include delegated design by Contractor. Engage a qualified engineer to provide design and engineering analysis of composite wall panel system [including secondary framing] based on Project performance requirements and design criteria. SECTION Page 4

5 ]1.3.2 Air Infiltration Maximum 0.06 cfm/sq. ft. air infiltration per ASTM E 283 at a static-air-pressure difference of 6.24 lbf/sq. ft., using minimum 10-by-10 foot test panel that includes horizontal and vertical joints Water Penetration, Static Pressure No uncontrolled water penetration per ASTM E 331 at a minimum static differential pressure of 40 lbf/sq. ft., using minimum 10-by-10 foot test panel that includes horizontal and vertical joints Water Penetration, Dynamic Pressure No uncontrolled water penetration per AAMA at a minimum static differential pressure of 15 lbf/sq. ft., using minimum 10-by-10 foot test panel that includes horizontal and vertical joints System Performance Meet minimum performance criteria per AAMA 508 at a minimum static differential pressure of 15 lbf/sq. ft., using test panel that includes horizontal and vertical joints Water Absorption NOTE: Test below is applicable to cellulosic fiber insulating board. Maximum 1.0 percent absorption rate by volume when tested according to ASTM C Structural Performance Provide metal wall panel assemblies capable of withstanding the effects of indicated loads and stresses within limits and under conditions indicated, per ASTM E 72 and complying with the load and stress requirements in accordance with ASTM E Wind Load force due to wind action governs the design for panels. Submit wind load tests and seismic tests to the Contracting Officer. NOTE: Consult structural engineer and edit below as required by local codes. Insert structural data below if not indicated on drawings. a. Wind Loads: Determine loads based on uniform pressure, importance factor, exposure category, and basic wind speed indicated on drawings. b. Limits of Deflection: Composite wall panel system shall withstand scheduled wind pressure with the following allowable deflection: 1. Maximum allowable deflection limited to L/175 deflection of panel perimeter normal to plane of wall with no evidence of failure. SECTION Page 5

6 c. Secondary Metal Framing: Design secondary metal framing according to AISI's "Standard for Cold-Formed Steel Framing - General Provisions." Provide minimum 3-inch- wide bearing surface for metal wall panels at the following locations: 1. Horizontal Panel System: At vertical joints. 2. Vertical Panel System: At horizontal stack joints. NOTE: Coordinate information for Project wind zone, or delete subparagraph if not applicable. d. Windborne-Debris-Impact-Resistance Performance: Pass missile-impact and cyclic-pressure tests per ASTM E 1886 and ASTM E 1996 for Wind Zone indicated on Drawings. 1. Large-Missile Test: For openings located within 30 feet of grade. 2. Small-Missile Test: For openings located more than 30 feet above grade. e. Seismic Performance: Comply with ASCE 7-05 Section 9, "Earthquake Loads." Thermal Movements Allow for thermal movements from variations in both ambient and internal temperatures. Accommodate movement of support structure caused by thermal expansion and contraction Thermal Performance Thermal-resistance (R) value indicated, per ASTM C SUBMITTALS Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are [for Contractor Quality Control approval.][for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.] The following shall be submitted in accordance with Section SUBMITTAL PROCEDURES: SD-01 Preconstruction Submittals Qualification of Manufacturer[; G][; G, [ ]] Qualification of Installer[; G][; G, [ ]] Qualification of Engineer[; G][; G, [ ]] SD-02 Shop Drawings Fabrication and installation drawings prepared by manufacturer or manufacturer's authorized dealer. Include full elevations showing openings and penetrations. Include details of each condition of installation and attachment. Provide details at a minimum scale 1-1/2-inch per foot of all required trim and extrusions needed for SECTION Page 6

7 a complete installation. Include spacing, sizing, and material types of fasteners and connections to be used in completed assembly. Wall Panel Assemblies[; G][; G, [ ]] Flashing and Accessories[; G][; G, [ ]] Anchorage Systems[; G][; G, [ ]] Closure Materials, including metal closure strips. NOTE: Retain option in subparagraph below if Project requirements include delegated design by Contractor. Include data indicating compliance with performance requirements[, prepared and signed by qualified professional engineer] Indicate points of supporting structure that must coordinate with composite wall panel system installation. SD-03 Product Data [ Regional Materials; (LEED) Documentation indicating distance between manufacturing facility and the project site, and distance of raw material origin from the project site. Indicate relative dollar value of local/regional materials to total dollar value of products included in the project.] [ Recycled Content; (LEED) Manufacturer's descriptive data. Documentation indicating percentage of post-industrial and post-consumer recycled content per unit of product. Indicate relative dollar value of recycled content products to total dollar value of products included in project.] Submit manufacturer's catalog data for specified products: Factory Color Finish Wall Panel Assemblies[; G][; G, [ ]] Flashing and Accessories Integrated Window System[; G][; G, [ ]] Integrated Wall Louver Units Integrated Sun Screens[; G][; G, [ ]] Integrated Through-Tube Supports Secondary Metal Framing Repair Paint Anchorage systems Insulation Flashing Tape Fasteners SD-04 Samples Wall Panel Assemblies[; G][; G, [ ]] Sealants SECTION Page 7

8 Gaskets NOTE: Include initial selection samples only if colors are not selected in construction documents. [ Samples for Initial Selection: For each product specified including sealants and gaskets. Submit manufacturer's color charts and chips showing full range of colors.] Samples for Verification: Provide 24-inch section of wall panel showing finishes, horizontal joinery, vertical joint return, injected core material, panel stiffener and anchoring details. Provide 12-inch long pieces of each extruded aluminum trim and gaskets. SD-05 Design Data NOTE: Include calculations below if delegated design is required. [ Calculations[; G][; G, [ ]]] Wind design analysis[; G][; G, [ ]] SD-06 Test Reports NOTE: Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. (Testing must have been within three years of date of contract award for the project.) Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site. Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation. wind load tests[; G][; G[, [ ]]] seismic tests[; G][; G[, [ ]]] Rated Wall Assembly test data Product test reports indicating compliance of products with requirements, from a qualified independent testing agency. Include spacing, sizing, and material types of fasteners and connections as used in tested assembly. SD-07 Certificates SECTION Page 8

9 Submit certificates for the following items showing conformance with referenced standards contained in this section: Fasteners Repair Paint Qualification of Manufacturer Certify that the manufacturer of the metal wall panel system meets requirements specified under paragraph entitled "Qualification of Manufacturer." Provide evidence that products used for construction comply with required provisions of the Buy American Act. Qualification of Installer Certify that the applicator meets requirements specified under paragraph entitled "Qualification of Installation Contractor." Submit the wall system assembly wind load and fire rating classification listings. SD-08 Manufacturer's Instructions Installation of Wall Panels SD-09 Manufacturer's Field Reports Water-Spray Test[; G][; G[, [ ]]] Field Service Report[; G][; G[, [ ]]] SD-11 Closeout Submittals Warranty Instructions To: Government and/or Contractor Personnel Include copies of Material Safety Data Sheets for maintenance/repair materials. 1.5 QUALITY ASSURANCE Qualification of Manufacturer Metal wall panel system manufacturer must have a minimum of five (5) years experience in manufacturing metal wall system and accessory products. [1.5.2 Qualification of Engineer Provide engineering services by an authorized engineer; currently licensed in the geographical area where construction will take place, having a minimum of four (4) years experience as an engineer knowledgeable in wind load design analysis, protocols and procedures for ASCE 7-05 and ASTM E Provide certified engineering calculations using the products submitted for: Wind load requirements in accordance with FM Wind Design Guide and ASCE SECTION Page 9

10 ]1.5.3 Qualification of Installer The installation contractor must be approved and certified by the wall panel manufacturer prior to beginning the installation of the metal wall system Testing Agency Qualifications Qualify in accordance with requirements of ASTM E Adhesion Test Prior to delivery of composite wall panel system, perform test on adhesives and sealants per ASTM D Test each adhesive and sealant utilizing specified panel finish. a. Preconstruction Field-Adhesion Testing: Before installing sealants, field test their adhesion to Project joint substrates as specified in Division 07 Section "Joint Sealants." Fire Performance Characteristics Provide metal composite wall systems with the following fire-test characteristics determined by indicated test standard as applied by UL or other testing and inspection agency acceptable to authorities having jurisdiction. a. Surface-Burning Characteristics: Provide metal composite wall system panels with the following characteristics when tested per ASTM E 84 or UL Flame spread index: 25 or less. 2. Smoke developed index: 450 or less. b. Fire Performance of Insulated Wall: Class 1 wall panel per ANSI/FM c. Room Corner Test: NFPA 285 or UL [ d. Intermediate Scale Multistory Fire Test: Representative mockup tested per NFPA 285.] [ NOTE: Retain below when metal wall panels are part of a fire-resistance-rated wall assembly. e. Fire Resistance Ratings: Where indicated by design designations, provide metal wall panels tested per ASTM E 119; or UL 263, UL Fire Resistance, and UL Bld Mat Dir; by a testing and inspecting agency acceptable to authorities having jurisdiction. ] NOTE: Retain paragraph below if scope of composite wall panel installation warrants a mockup. Edit requirements to suit Project. Consider either a free-standing mockup or a mockup consisting of a portion of the final building cladding to establish SECTION Page 10

11 standards of appearance and workmanship. Show extent of mockup on Drawings. Consult Project waterproofing or building envelope consultant, if any Mockups Build mockup in size and location indicated. Show details of composite wall panel system. Demonstrate methods and details of installation. Show details of gasketed return vertical joints, penetrations, doors, windows, louvers, pipe openings, inside and outside corners, top and bottom of wall, horizontal and vertical joints. a. Perform water spray test of mockup to demonstrate working principles of rainscreen design. b. Approval of mockup does not relieve Contractor of responsibility to comply with all requirements of contract documents. c. Approved mockup may become part of installation if approved by Architect. 1.6 ADMINISTRATIVE REQUIREMENTS Pre-installation Conference Conduct preinstallation meeting at site attended by Owner, Architect, manufacturer's technical representative, and other trade contractors, to review the following: a. Coordinate building framing in relation to composite wall panel system. b. Coordinate installation of building air and water barrier behind composite wall panel system. c. Coordinate window, door and louver, and other openings and penetrations of composite wall panel system. d. Review drawings, including Fabrication and Installation drawings,showing complete Wall Panel Assemblies, and specifications. Include review of submittal items as applicable for the following: Flashing and accessories Anchorage systems Manufacturer's catalog data Factory Color Finish Insulation Closure Materials, including metal closure strips. Flashing Tape Rated Wall Assembly test data Fasteners Submit manufacturer's color charts and chips, approximately 4 by 4 inches, showing full range of colors, textures and patterns available for wall panels with factory applied finishes. e. Finalize construction schedule and verify availability of SECTION Page 11

12 materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays. f. Methods and procedures related to metal wall panel installation, including manufacturer's written instructions for Installation of Wall panels, and verification of wall system assembly wind load and fire rating classification listings. g. Support conditions for compliance with requirements, including alignment between and attachment to structural members. Provide details of wind design analysis including wind speed, exposure category, co-efficient, importance factor, designates type of facility, negative pressures for each zone, methods and requirements of attachment. Wind design analysis to include wall plan delineating dimensions and attachment patterns for each zone. Wind design analysis to be prepared and sealed by Licensed Project Engineer in the geographic area where the construction will take place. h. Flashing, special siding details, wall penetrations, openings, and condition of other construction that will affect metal wall panels. i. Governing regulations and requirements for insurance, certificates, tests and inspections if applicable. Include review of Sustainable Design Requirements, wall system assembly wind load, and fire rating classification. Safety plan review must include applicable Material Safety Data Sheets. j. Temporary protection requirements for metal wall panel assembly during and after installation. k. Wall panel observation and repair procedures after metal wall panel installation. Include review of sample repair paint. l. Sample Warranty. 1.7 DELIVERY, STORAGE, AND HANDLING Protect products of composite wall panel system during shipping, handling, and storage to prevent staining, denting, deterioration of components or other damage. a. Deliver, unload, store, and erect composite wall panel system and accessory items without misshaping panels or exposing panels to surface damage from weather or construction operations. 1.8 WARRANTY NOTE: Verify that other allowable manufacturers furnish warranty meeting requirements Special Manufacturer's Warranty On manufacturer's standard form, in which manufacturer agrees to repair or replace metal wall panel assemblies [and integrated window units, louver units, and sunscreen units] that fail in materials and workmanship within [two] years from date of Substantial Completion. SECTION Page 12

13 NOTE: Consult manufacturers to verify available finish warranty Special Panel Finish Warranty On manufacturer's standard form, in which manufacturer agrees to repair or replace wall panels that evidence deterioration of finish within [20] years from date of Substantial Completion. [1.9 SUSTAINABLE DESIGN REQUIREMENTS Regional Materials NOTE: Using local materials can help minimize transportation impacts, including fossil fuel consumption, air pollution, and labor. Using materials harvested and manufactured within a 500 mile radius from the project site contributes to the following LEED credit: MR5. Coordinate with Section LEED(tm) DOCUMENTATION. Use second option if Contractor is choosing local materials in accordance with Section LEED(tm) DOCUMENTATION. First option shall not be used for USACE projects. Army projects shall include second option only if pursuing this LEED credit. [Use materials or products extracted, harvested, or recovered, as well as manufactured, within a 500 mile radius from the project site, if available from a minimum of three sources.][see Section LEED(tm) DOCUMENTATION for cumulative total local material requirements. Wall panel system materials may be locally available.] Recycled Content NOTE: Retain and edit subparagraph below for projects that include requirements for use of recycled content in products. Verify proportion of recycled content with manufacturer. Using recycled content contributes to LEED credit MR4. Coordinate with Section LEED(tm) DOCUMENTATION. Use second option if Contractor is choosing local materials in accordance with Section LEED(tm) DOCUMENTATION. First option shall not be used for USACE projects. Army projects shall include second option only if pursuing this LEED credit. [Use materials with an average postconsumer recycled content plus one-half of preconsumer recycled content that is not less than [50][ ] percent.][see Section LEED(tm) DOCUMENTATION for cumulative total recycled content requirements. Wall panel systems may contain post-consumer or post-industrial recycled content. SECTION Page 13

14 ]PART 2 PRODUCTS NOTE: Manufacturers and products may be named on certain Government projects, when allowed by Project RFP and client. Refer to Federal Aquisition Regulation (FAR), Buy American Act, and other regulatory requirements. When allowed, consider using the following: 2.1 MANUFACTURERS Basis of Design: CENTRIA, Formawall Insulated Core Metal Wall Panels. Provide Basis of Design product[, or comparable product approved by Architect prior to bid]. CENTRIA Architectural Systems; Moon Township, PA Tel: (800) Tel: (412) Fax: (412) info@centria.com. Web: PANEL MATERIALS NOTE: Select panel face metal material from 3 optional paragraphs below Stainless-Steel Face Sheet ASTM A 666, Type 304 architectural grade alloy. a. Face Sheet Thickness:[ inch/22 gage][ inch/20 gage]. b. Finish: [Bright, non-directional polish, No. 2B][Brushed, No. 4] Metallic-Coated Steel Face Sheet Coil-coated, ASTM A 755/A 755M. a. Zinc-Coated (Galvanized) Steel Sheet: ASTM A 653/A 653M, G90, structural quality. b. Face Sheet Thickness: Minimum[ inch/26 gage][ inch/24 gage][ inch/22 gage][ inch/20 gage][ inch/18 gage] thick. c. Face Sheet Thickness: As required to meet performance requirements. d. Surface: [Smooth][Smooth, striated][smooth, variable striated][embossed][embossed, striated][embossed, variable striated] Aluminum Face Sheet Smooth surface coil-coated, ASTM B 209, 5052-H32 alloy. SECTION Page 14

15 a. Face Sheet Thickness: thick. b. Surface: [Smooth][Smooth, striated][smooth, variable striated][embossed][embossed, striated][embossed, variable striated]. NOTE: Retain and edit subparagraph below for projects that include requirements for use of recycled content in products. [c. Aluminum Products Recycled Content: Refer to Part 1 Article "Sustainable Design Requirements."] NOTE: Select metallic-coated steel face sheet or aluminum face sheet finish system from options below. AAMA 620 is aluminum sheet finish standard; AAMA 621 is metallic-coated steel sheet finish standard. Delete all finish options if specifying stainless steel face sheet Exposed Coil-Coated Finish: a. Fluoropolymer Two-Coat System: 0.2-mil primer with 0.8-mil 70 percent PVDF fluoropolymer color coat, [AAMA 620][AAMA 621]. b. Fluoropolymer Two-Coat System: 0.8 mil primer with 0.8 mil 70 percent PVDF fluoropolymer color coat, [AAMA 620][AAMA 621]. c. Fluoropolymer Three-Coat System: 0.8 mil primer with 0.8 mil 70 percent PVDF fluoropolymer color coat, and a 0.8 mil 70 percent PVDF fluoropolymer clear coat, [AAMA 620][AAMA 621]. d. Fluoropolymer Two-Coat Mica System: 0.25-mil primer with 0.8-mil 70 percent PVDF fluoropolymer color coat providing a pearlescent appearance, [AAMA 620][AAMA 621]. e. Fluoropolymer Three-Coat Metallic System: 0.2 mil primer with 0.8-mil 70 percent PVDF fluoropolymer color coat containing metal flakes, and a 0.5-mil 70 percent PVDF fluoropolymer clear coat, [ AAMA 620][AAMA 621]. f. Natural Aggregate Texture Coat: 0.2 mil primer with a 0.8 mil low wax polyester and a matching spray applied acrylic and silica aggregate texture coat, displaying continuing film integrity when tested as follows: 1. QUV Weatherometer: ASTM G 154, 1000 hours, no visible change. 2. Humidity: ASTM D 4585: 1000 hours at 120 deg. F and condensing humidity, no effect. 3. Freeze/Thaw: ASTM D 4587: 50 cycles of freeze/thaw with humidity, no effect. 4. Salt Fog: ASTM B 117: 1000 hours exposure of scribed specimens. SECTION Page 15

16 5. Abrasion: ASTM D 968: 400 liters of falling sand, passed. g. Fluoropolymer Two-Coat Corrosion and Abrasion Resistant System: 3.0 mil barrier coat primer with 0.8 mil 70 percent PVDF fluoropolymer color coat. h. Urethane Two-Coat Corrosion and Abrasion Resistant System: 3.0 mil barrier coat primer with 1.5 mil urethane color coat. i. Urethane Two-Coat Corrosion and Abrasion Resistant System: 3.0 mil barrier coat primer with 3.0 mil urethane color coat. j. Color: [As indicated][as selected by Architect from manufacturer's standard colors][match Architect's custom color]. NOTE: Select liner sheet thickness option in paragraph below; aluminum-faced panel requires inch-thick liner panel Metallic-Coated Steel Liner Sheet Coil-coated, ASTM A 755/A 755M,[ inch/26 gage][ inch/24 gage][ inch/22 gage][ inch/20 gage] thick. a. Zinc-Coated (Galvanized) Steel Sheet: ASTM A 653/A 653M, G90, structural quality. NOTE: Confirm that selected finish option below is available in desired metal thickness above. b. Surface: [Smooth planked][embossed planked][embossed flat]. c. Interior Liner Panel Finish: 0.2 mil primer with 0.6 mil acrylic color coat Exposed Trim and Fasteners Match panel finish. 2.2 INSULATION FOR PANEL CORES Metal Panel Foamed-Insulation-Core: Urethane-modified isocyanurate, density 2.7 lb/cu. ft., minimum compressive strength 20 lb/sq. in., and containing no CFC or HCFC compounds. 2.3 FOAMED INSULATION-CORE METAL WALL PANELS Foamed-Insulation-Core Metal Wall Panels: Factory-foamed horizontal and vertical wall panel system consisting of an exterior metal face sheet with interior metal liner panel, bonded to factory foamed-in-place core in thermally-separated profile, with no glues or adhesives, and with factory sealed tongue-and-groove and rainscreen-design pressure-equalized-chamber horizontal joint, attached to supports using concealed fasteners. SECTION Page 16

17 2.3.1 Panel Joinery a. Vertical Panels: Double tongue-and-groove. b. Horizontal Panels: Rainscreen design with pressure equalized chamber and vented weep holes. c. Panel Ends: Trimless, with tab-under horizontal shelf Panel Width [ 24 inch][ 30 inch][ 36 inch][custom widths indicated]. NOTE: Describe panel profile by selecting option in subparagraph below, or delete and show profile in drawing details Panel Profile [Flat][Profile-faced][Segmented-faced][Steep-sloped joint] in locations and sizes indicated. NOTE: Retain applicable descriptions for panel profiles in four subparagraphs below. Retain first option in first paragraphs for Series 2 panels, and second option for Series 3 panels. a. Reveals: [ 1-3/16 inch][ 2-3/16 inch] deep by width indicated. b. Profile-faced Panels: As indicated. c. Segmented-faced Panels: As indicated. d. Panels with Steep Sloped Joint: 45 degree sloped joint as indicated. NOTE: Coordinate panel thickness selected below with corresponding thermal resistance value in following paragraph Panel Thickness: [2.0 inch, profiled] [2.0 inch, flat][3.0 inch, flat] Thermal-Resistance (R) Value: [14][20]. 2.4 METAL WALL PANEL ACCESSORIES Provide complete metal wall panel assembly incorporating trim, copings, fasciae, parapet caps, soffits, sills, inside and outside corners, and miscellaneous flashings. Provide manufacturer's factory-formed clips, SECTION Page 17

18 shims, flashings, gaskets, lap tapes, closure strips, and caps for a complete installation. Fabricate accessories in accordance with SMACNA Formed Flashing and Trim Match material, thickness, and color of metal wall panel face sheets Extrusion Trim Provide manufacturer-provided extruded trim for the following locations and as indicated on Drawings: a. Base trim. b. Coping. c. Panel installation perimeter. d. Opening perimeters. NOTE: Retain paragraph below when specifying system with pressure equalization. Below provides a second line of defense against water intrusion Vertical Seal Plate Extruded aluminum seal plate with gasket seals and pressure-equalized vented drainage channel designed to transfer structural load to panel system substrate and to provide secondary vertical path for controlled moisture weeping Sealants Type recommended by metal wall panel system manufacturer for application, meeting requirements of Section JOINT SEALANTS Flashing Tape 4-inch wide self-adhering butyl flashing tape Panel Clips Concealed stainless steel clip configured specifically for metal wall panel profile, engaging face and liner panel edge without compressing panel insulation Fasteners Self-tapping screws, bolts, nuts, and other acceptable fasteners recommended by panel manufacturer. Where exposed fasteners cannot be avoided, supply corrosion-resistant fasteners with heads matching color of metal wall panels by means factory-applied coating. 2.5 INTEGRATED WINDOW SYSTEM Integrated Window Units: Thermally-improved fixed aluminum window units designed to integrate with metal wall panel profile and secondary support SECTION Page 18

19 system without receptor channels or other flashing, with rain screen and pressure equalization design meeting system requirements. Sash accepts 1 inch insulating glass units. NOTE: Select one of four integrated window systems below based on project requirements. Where options are given, select system depth and through-tube support types Integrated Window System For vertical panel applications using spandrel supports. a. Depth: 5-5/32 inch. b. Sightlines: Head: 2-1/2 inch; Sill: 2-1/2 inch; Mullions: 2-1/4 inch Integrated Window System For horizontal panel applications using spandrel supports a. Depth: 5-5/32 inch. b. Sightlines: Head: 3 inch; Sill: 3 inch; Mullions: 2-1/4 and 3 inch Integrated Window System With through-tube supports for panels and strip windows a. System Depth: [ 6-1/2 inch][ 7-1/2 inch][ 8-1/2 inch][, with steel through-tube supports]. b. System Depth: [ 7 inch][ 8 inch][, with aluminum through-tube supports]. c. Sightlines: Head: 2-1/2 inch; Sill: 2-1/2 inch; Mullions: 2-1/4 inch. d. Gutter at Window Head: PVC Integrated Window System With through-tube supports for panels and strip windows a. System Depth: [ 6-5/8 inch][ 7-5/8 inch][ 8-5/8 inch][, with steel through-tube supports]. b. System Depth: [ 7-1/4 inch][ 8-1/4 inch][, with aluminum through-tube supports]. c. Sightlines: Head: 2-1/2 inch; Sill: 2-1/2 inch; Mullions: 2 1/2 inch. d. Exterior pressure bar glazing with snap-on cover. SECTION Page 19

20 e. Integral gutter at window head and panel base Integrated Window System For horizontal panel applications using spandrel supports or steel or aluminum through-tube supports, shop assembled. a. System Depth: [ 6-5/8 inch][ 7-5/8 inch][ 8-5/8 inch][, with steel through-tube supports]. b. System Depth: [ 7-1/4 inch][ 8-1/4 inch][, with aluminum through-tube supports]. c. Sightlines: Head: 3 inch; Sill: 3 inch; Mullions: 3 inch. d. Exterior pressure bar glazing with snap-on cover. e. Integral gutter at window head and panel base Configuration [Horizontal panels][vertical panels][strip window][punched openings][single lite][stacked glass][as indicated] Mullions [Full][Structural glazed] Frame Thermally-improved 6063-T5 or 6560-T5 aluminum extrusion, [inside glazed][outside glazed]. NOTE: Select exterior and interior window finishes from options below Finish, Exterior a. Match metal wall panel finish. b. Fluoropolymer, 2-coat, AAMA 2605, color as selected by Architect from manufacturer's full range. c. Fluoropolymer, 2-coat, AAMA 2605, custom color matching [specifier insert color selection]. d. Clear Anodic Finish, Architectural Class I, AAMA Finish, Interior a. Match metal wall panel finish. b. Fluoropolymer, 2-coat, AAMA 2605, color as selected by Architect from manufacturer's full range. SECTION Page 20

21 c. Fluoropolymer, 2-coat, AAMA 2605, custom color matching [specifier insert color selection]. d. Clear Anodic Finish, Architectural Class I, AAMA Glazing [1/4 inch single-glazed][1 inch insulating glass], as specified in Section GLAZING. 2.6 INTEGRATED WALL LOUVER UNITS Exterior Wall Louvers, General Extruded aluminum louvers, designed to integrate with metal wall panel profile and secondary support system without receptor channels or other flashing, nominal thickness not less than inch for blades and inch for frames, of types and performance indicated. a. Louver Depth: [ 4 inches][ 6 inches][ 7 inches] deep. b. Mullion Type: [Exposed][Semirecessed][Fully recessed]. NOTE: Select and edit louver types) from 6 paragraphs below meeting project requirements [Horizontal][Vertical] Storm-Resistant Fixed Louver [ ] Horizontal,[ Continuous-Line,][ Sightproof,] Drainable-Blade Fixed Louver [ ] Horizontal, Nondrainable-Blade Fixed Louver [ ] Vertical, Sightproof Fixed Louver [ ] Dual-Blade, Drainable-Blade, Adjustable Louver [ ] Single-Blade,[Insulated,] Adjustable Louver [ ] NOTE: Edit louver performance requirements in consultation with louver manufacturer and mechanical engineer. SECTION Page 21

22 a. Free Area: Not less than [31][37][44][50] percent. b. Air Performance: Not exceeding[ 0.10-inch][ 0.15-inch wg] static pressure drop at[ 600-fpm][ 650-fpm][ 700-fpm][ 800-fpm][ 900-fpm][ 950-fpm] free area velocity. c. Wind-Driven Rain Performance: Minimum [99][95][80] percent effectiveness at rain fall rate of[ 3 inches per hour and a wind speed of 29 mph][ 8 inches per hour and wind speed of 50 mph] at intake velocity of[ 300 fpm][ 400 fpm]. d. Point of Beginning Water Penetration: Not less than[ 750 fpm][ 850 fpm][ 950 fpm] AMCA Seal Provide louver units marked with AMCA Certified Ratings Seal, tested in accordance with AMCA 500L Finish, Exterior a. Match metal wall panel finish. b. Fluoropolymer, 2-coat, AAMA 2605, color as selected by Architect from manufacturer's full range. c. Fluoropolymer, 2-coat, AAMA 2605, custom color matching [ ]. d. Clear Anodic Finish, Architectural Class I, AAMA INTEGRATED SUN SCREENS Extruded aluminum blades and outriggers, designed to integrate with metal wall panel profile and secondary support system, with gasketed cast aluminum fitting connecting outrigger to through-tube structural supports without flashing and without penetration of wall panel interior vapor seal. a. Configuration: [ ]. b. Outrigger Type: [ ]. c. Finish, Exterior: 1. Match metal wall panel finish. 2. Fluoropolymer, 2-coat, AAMA 2605, color as selected by Architect from manufacturer's full range. 3. Fluoropolymer, 2-coat, AAMA 2605, custom color matching [ ]. 4. Clear Anodic Finish, Architectural Class I, AAMA INTEGRATED THROUGH-TUBE SUPPORTS [Steel][Aluminum] vertical tube structural supports for metal wall panel system, coordinated with panel system components, engineered to meet project structural design requirements, and finished to match panel interior finish. SECTION Page 22

23 a. Size: As indicated on approved shop drawings. 2.9 SECONDARY METAL FRAMING Miscellaneous Framing Components, General: Cold-formed metallic-coated steel sheet, ASTM C 645, Grade 50, with ASTM A 653/A 653M, G90 (Z180) hot-dip galvanized zinc coating Subgirts C- or Z- shaped sections, inch minimum Sill Channels inch minimum Hat Channels inch minimum. PART 3 EXECUTION 3.1 EXAMINATION Examine metal wall panel system substrate with Installer present. Inspect for erection tolerances and other conditions that would adversely affect installation of metal wall panels Framing Inspect framing that will support metal wall panels to determine if support components are installed as indicated on approved shop drawings. Confirm presence of acceptable framing members at recommended spacing to match installation requirements of metal wall panels Wall Sheathing Confirm that wall sheathing is within tolerances acceptable to metal wall panel system manufacturer. a. Maximum deviations acceptable: Openings 1. 1/4-inch in 20 feet vertically or horizontally from face plane of framing. 2. 1/2-inch maximum deviation from framing face plane on any building elevation. 3. 1/8-inchin 5 feet. Verify that window, door, louver and other penetrations match layout on shop drawings Air/Moisture Barriers Confirm that work has been completed, inspected, and tested as required. SECTION Page 23

24 3.1.5 Correction Correct out-of-tolerance work and other deficient conditions prior to proceeding with metal wall panel system installation. 3.2 PREPARATION Secondary Metal Framing: Install secondary metal framing components as indicated. Install secondary metal framing and other metal panel supports per ASTM C 754 and metal wall panel manufacturer's recommendations. 3.3 METAL WALL PANEL SYSTEM INSTALLATION Install metal wall panel system in accordance with approved shop drawings and manufacturer's recommendations. Install metal wall panels in orientation, sizes, and locations indicated. Anchor metal wall panels and other components securely in place. Provide for thermal and structural movement a. Attach panels to metal framing using recommended clips, screws, fasteners, sealants, and adhesives indicated on approved shop drawings. 1. Fasteners for Steel Wall Panels: Stainless-steel for exterior locations and locations exposed to moisture; carbon steel for interior use only. 2. Apply elastomeric sealant continuously between metal base channel (sill angle) and concrete, and elsewhere as indicated or, if not indicated, as approved by manufacturer. 3. Do not field cut metal wall panels. 4. Fasten metal wall panels to supports with concealed clips at each joint at location, spacing, and with fasteners recommended by manufacturer. Install clips to supports with self-tapping fasteners. 5. Provide weatherproof escutcheons for pipe and conduit penetrating exterior walls. 6. Horizontal Joinery: Working from base of installation to top connect upper panel to lower panel at dry seal joinery. 7. Vertical Joinery: Provide reveal between vertical ends of panels as shown on shop drawings using hardware and gaskets furnished by manufacturer to form a weather tight seal between panels. 8. Dissimilar Materials: Where elements of metal wall panel system will come into contact with dissimilar materials, treat faces and edges in contact with dissimilar materials as recommended by manufacturer. b. Joint Sealers: Install gaskets, joint fillers, and sealants where indicated and where required for weatherproof performance of metal wall panel assemblies. 1. Seal panel end utilizing 2 beads of non-curing butyl aligning with factory-applied seal in adjacent panel pocket; apply SECTION Page 24

25 continuously without gaps to complete panel system air barrier. 2. Seal metal wall panel end laps to supports or back-up flashing sealant, full width of panel. Seal side joints where recommended by metal wall panel manufacturer. Do not install sealant in locations that will interfere with drainage of pressure-equalized panel chambers. 3. Prepare joints and apply sealants per requirements of Division 07 Section "Joint Sealants." 3.4 ACCESSORY INSTALLATION Install metal wall panel accessories with positive anchorage to building and weathertight mounting and provide for thermal expansion. Coordinate installation with flashings and other components. a. Install related flashings and sheet metal trim per requirements of Division 07 Section "Sheet Metal Flashing and Trim." b. Install components required for a complete metal wall panel assembly, including trim, copings, corners, seam covers, flashings, sealants, gaskets, fillers, closure strips, and similar items. c. Comply with performance requirements and manufacturer's written installation instructions. d. Provide concealed fasteners except where noted on approved shop drawings. e. Set units true to line and level as indicated. Install work with laps, joints, and seams that will be permanently watertight and weather resistant. 3.5 INTEGRATED UNIT INSTALLATION Install [through-tube supports][window units][louvers][sun screens] in accordance with manufacturer's recommendations and approved shop drawings. Anchor supports to structure with approved anchors. Assemble wall components using gaskets, fasteners, and trim supplied by metal wall panel manufacturer. Separate dissimilar metals with bituminous coating. 3.6 FIELD QUALITY CONTROL NOTE: Retain one or both paragraphs below and edit options when scope and complexity of metal wall panel installation justifies independent inspection and testing provisions Testing Agency [Owner will engage][engage] an independent testing and inspecting agency acceptable to Architect to perform field tests and inspections and to prepare field test reports. SECTION Page 25

26 3.6.2 Water-Spray Test After completing portion of metal wall panel assembly including accessories and trim, test 2-bay area selected by Architect for water penetration, according to AAMA Manufacturer's Field Service Engage a service representative authorized by metal wall panel manufacturer to inspect completed installation. Submit written field service report. Correct deficiencies noted in report. 3.7 CLEANING AND PROTECTION Remove temporary protective films. Clean finished surfaces as recommended by metal wall panel manufacturer. Clear weep holes and drainage channels of obstructions, dirt, and sealant. Maintain in a clean condition during construction. Replace damaged panels and accessories that cannot be repaired by finish touch-up or minor repair. -- End of Section -- SECTION Page 26

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