2414 Specification Section 074113.pdf
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- Attached to
- Fleet Maintenance Garage Metal Cladding Project
- Solicitation number
- 2414
- Issued by
- Kenosha County, Wisconsin
About this file
This is a specification section for a metal wall panel system installation project from the County of Kenosha, Wisconsin, specifically detailing the technical requirements for metal cladding installation on the Fleet Maintenance Building. The project involves installing a concealed clip, lap-seam pre-formed metal wall panel system on the southern face and front entrance of the building, covering existing exterior brick. The specified system is the IMETCO LATITUDE Wall system manufactured by Innovative Metals Company, Inc., featuring 24-gauge zinc-coated galvanized steel panels with a 2-coat fluoropolymer finish in IMETCO standard colors. Panels are 12 inches wide (nominal) with ribs at 4-inch centers, maximum length of 21 feet, and 7/8-inch nominal depth. The installation must include all flashing, closures, trim, and accessories necessary for a complete weathertight assembly with thermal expansion accommodations of not less than 220 degrees Fahrenheit.
The specification requires an experienced metal wall panel contractor with minimum three years specializing in metal wall system installation and current manufacturer certification. The contractor must obtain all components from a single manufacturer, with any secondary products requiring written approval from the primary manufacturer prior to bidding. Submittals include sealed shop drawings prepared by a licensed engineer, manufacturer financial certification demonstrating a minimum 3:1 asset-to-liability ratio, independent testing reports validating performance standards under ASTM protocols for wind load capacity, water penetration, and missile impact resistance, and sample warranties. The project requires a 20-year manufacturer finish warranty and a 3-year installer warranty commencing at substantial completion. Field quality control includes inspection by a factory-authorized service representative, with damaged or non-compliant panels subject to removal and replacement at the contractor's expense.
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| File | Type | Posted |
|---|---|---|
| 2414 Bid Documents.pdf | ||
| Vendor Responsibility Form Construction.pdf | ||
| 2414 Drawings.pdf |
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Text version
METAL WALL PANELS 074113 - 1
FLEET MAINTENANCE GARAGE METAL CLADDING PROJECT
RFB #2414
SECTION 074213
METAL WALL PANELS
PART 1 - GENERAL
1.1 SUMMARY.
A. Work described in this section includes concealed clip, lap-seam pre-formed metal wall panel system complete with clips, perimeter and penetration flashing and closures.
1.2 DEFINITIONS
A. American Architectural Manufacturer Association (AAMA):
1. AAMA 621-96: Voluntary/Standard Specifications for High Performance Organic Coatings on Coil Coated Architectural Hot Dipped Galvanized (HDG) & Zinc- Aluminum Coated Steel Substrates
B. American Iron and Steel Institute (AISI):
1. S100-07: 2007 Edition of the North American Specification for the Design of Cold-Formed Steel Structural Members.
C. American Society of Civil Engineers (ASCE):
1. ASCE 7-05: Minimum Design Loads for Buildings and Other Structures.
D. American Society for Testing and Materials (ASTM):
1. A653-03: Specification for Steel Sheet, Zinc-coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.
2. A755–03: Standard Specification for Steel Sheet, Metallic Coated by the Hot-Dip Process and Prepainted by the Coil-Coating Process for Exterior Exposed Building Products.
3. A792-03: Specification for Steel Sheet, 55% Aluminum-Zinc Alloy-Coated by the Hot-Dip Process.
4. B209-02a: Specification for Aluminum and Aluminum-Alloy Sheet and Plate.
5. D1056-00: Specification for Flexible Cellular Materials - Sponge or Expanded Rubber.
6. D3575-00e1: Standard Test Methods for Flexible Cellular Materials made from Olefin Polymers.
7. E283-04: Standard Test Method for Determining Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen.
8. E330-02(2010): Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference.
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9. E331-00(2009): Standard Test Method for Water Penetration of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference.
10. E1886-02: Test Method for Performance of Exterior Windows, Curtain Walls, Doors, and Storm Shutters Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials.
11. E1996-09 Standard Specification for Performance of Exterior Windows, Curtain Walls, Doors, and Impact Protective Systems Impacted by Windborne Debris in Hurricanes.
E. Sheet Metal and Air Conditioning Contractors National Association (SMACNA):
1. Architectural Sheet Metal Manual, 6th edition.
F. National Association of Architectural Metal Manufacturers (NAAMM)
1. Metal Finishes Manual for Architectural and Metal Products
1.3 DESIGN AND PERFORMANCE CRITERIA.
A. General Performance: Metal wall panel assemblies shall comply with performance requirements without failure due to defective manufacture, fabrication, installation, or other defects in construction.
B. Thermal Expansion and Contraction.
1. Completed metal wall panel and flashing system shall be capable of withstanding expansion and contraction of components caused by changes in temperature without buckling, or reducing performance ability.
2. The design temperature differential shall be not less than 220 degrees Fahrenheit.
3. Interface between panel and clip shall provide for unlimited thermal movement in each direction along the longitudinal direction.
C. Uniform Wind Load Capacity.
1. Installed wall system shall withstand negative wind pressures complying with the following criteria.
a. Design Code: ASCE 7, Method 2 for Components and Cladding.
b. Safety Factor: The tested failure load, as determined by physical testing according to the ASTM E330 method, shall be reduced by a factor 1.67 to determine the allowable wind load on the system.
2. The ultimate capacity of the panel system shall be determined based on performance testing in accordance with ASTM E330. The allowable load carrying capacity shall be calculated by reducing the ultimate test load at failure by the safety factor listed herein.
D. Water Penetration under Static Pressure: No water penetration when tested according to ASTM E 331 at the following test-pressure difference:
1. Test-Pressure with no leakage: 5 Gal/Hr per S.F. and Static Air Pressure of 12.0 psf for 15 min.
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E. Missile Impact Test and Cyclic Wind Pressure Test. Demonstrate performance in accordance with one of the following test methods:
1. ASTM E1886: The anchor clip spacing for this project shall be based on E330 requirements, but shall not exceed that of the E1886 test report.
2. FBC Test Protocols TAS 201 and TAS 203: The anchor clip spacing for this project shall be based on E330 requirements, but shall not exceed that of the TAS 201 test reports.
3. The tested system shall be of identical profile as the specified panel for this project.
Testing conducted on panels of any material or width shall be considered acceptable for demonstration of the performance characteristics of the system.
1.4 SUBMITTALS.
A. Shop drawings: Show wall panel system with flashings and accessories in elevation, sections, and details. Include metal thicknesses and finishes, panel lengths, joining details, anchorage details, flashings and special fabrication provisions for termination and penetrations. Indicate relationships with adjacent and interfacing work. Shop drawings to be prepared by metal wall panel manufacturer and sealed by a professional engineer registered in the state of the project location.
B. Financial Certification: Provide the building owner with a signed and notarized (sealed) affidavit by an officer of the panel system manufacturer which confirms a current minimum corporate asset-to-liability ratio of not less than 3:1 for the panel manufacturer, or its parent corporation. Financial support information and affidavit must be dated within 30 days prior to the product submittal.
C. Design Test Reports.
1. Submit copies of design test reports for each of the performance testing standards listed in specification article 1.4.
2. Test reports shall be performed by independent, accredited testing laboratories, and shall bear the seal of a registered professional engineer.
D. Warranty: Provide unexecuted specimen warranty documents for each warranty as required in specification article 1.10.
E. Samples.
1. Submit sample of panel section, at least 6" x 6" showing seam profile, and also a sample of color selected.
2. Submit sample of panel clip, foam closures, and field applied sealants.
1.5 QUALITY CRITERIA/INSTALLER QUALIFICATIONS.
A. Engage an experienced metal wall panel contractor (erector) to install wall panel system who has a minimum of three (3) years experience specializing in the installation of metal wall systems.
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B. Contractor must be certified by manufacturer specified as a supplier of the metal wall system and obtain written certification from manufacturer that installer is approved for installation of the specified system.
C. Successful contractor must obtain all components of wall system from a single manufacturer. Any secondary products that are required which cannot be supplied by the specified manufacturer must be recommended and approved in writing by primary manufacturer prior to bidding.
D. Fabricator/Installer shall submit work experience and evidence of adequate financial responsibility. Architect reserves the right to inspect fabrication facilities in determining qualifications.
1.6 DELIVERY, STORAGE, AND HANDLING.
A. Inspect materials upon delivery.
B. Handle materials to prevent damage.
C. Store materials off ground providing for drainage; under cover providing for air circulation; and protected from any debris.
1.7 PROJECT CONDITIONS
A. Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit metal wall panel work to be performed according to manufacturer's written instructions and warranty requirements.
B. Field Measurements: Verify actual dimensions of construction contiguous with metal wall panels by field measurements before fabrication.
1.8 COORDINATION
A. Coordinate sizes and locations of windows, doors, and wall penetrations with actual equipment provided.
B. Coordinate metal wall panels with rain drainage work, flashing, trim, and construction of other adjoining work to provide a leak proof, secure, and noncorrosive installation.
1.9 WARRANTIES
A. Endorse and forward to owner the following warranties:
1. Manufacturer's standard 20 year finish warranty covering checking, crazing, peeling, chalking, fading, and adhesion of the prepainted sheet metal materials.
2. Installer's 3 year warranty covering wall panel system installation.
B. Warranties shall commence on date of substantial completion.
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PART 2 - PRODUCTS
2.1 PANEL MATERIALS
A. Painted, metallic-Coated Steel Sheet: Restricted flatness steel sheet metallic coated by the hot-dip process and prepainted by the coil-coating process to comply with
ASTM A755/A755M.
1. Recycled Content: Provide steel sheet with average recycled content such that postconsumer recycled content plus one-half of preconsumer recycled content is at least 70 percent.
2. 24 gauge, Zinc-Coated (Galvanized) Steel Sheet, as per ASTM A653: G90 (Z275) coating designation; structural quality, grade 40 ksi (275 MPa).
3. Texture: Smooth surface.
4. Exposed Coil-Coated Finish:
a. 2-Coat Fluoropolymer: AAMA 621. Fluoropolymer finish containing not less than 70 percent PVDF resin by weight in color coat. Manufacturers’ approved applicator to prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers’ written instructions.
b. Coating system shall provide nominal 1.0 mil (0.025 mm) dry film thickness, consisting of primer and color coat.
c. Color shall be selected from IMETCO’s Standard Colors.
5. Concealed Finish: Apply pretreatment and manufacturer's standard white or light-colored polyester backer finish, consisting of prime coat and wash coat with a minimum total dry film thickness of 0.5 mil (0.013 mm).
B. Panel Sealants:
1. Seam Sealant: Field Applied Butyl-Based, Solvent-Release, One-Part Sealant.
2. Sealant Tape: Non-curing, 100 percent solids, polyisobutylene compound sealant tape with release-paper backing. Provide permanently elastic, nonsag, nontoxic, nonstaining tape 1-inch- (13-mm-) wide and 1/16-inch- (3-mm-) thick.
3. Exposed Sealant: ASTM C 920; elastomeric tripolymer, polyurethane, or other advanced polymer sealant; of type, grade, class, and use classifications required to seal joints in metal wall panels and remain weathertight; and as recommended in writing by metal wall panel manufacturer.
4. Concealed Sealant: ASTM C 1311: Butyl-Based, Solvent-Release, One-Part Sealant.
2.2 MISCELLANEOUS METAL FRAMING
A. Miscellaneous Metal Framing, General: ASTM C 645, cold-formed metallic-coated steel sheet, ASTM A 653, G90 (Z275) hot-dip galvanized
B. Subgirts: Manufacturer's standard C- or Z-shaped sections, 0.054-inch (16 gauge) (1.4-mm) nominal thickness.
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C. Hat-Shaped, Rigid Furring Channels:
1. Nominal Thickness: As required to meet performance requirements
2. Depth: 7/8 inch (22 mm).
3. Top flange: 1-1/8 inches (28.5 mm) minimum
D. Z-Shaped Furring: With slotted or nonslotted web, face flange of 1-5/8 inches (41
mm) minimum and depth as required to fit insulation thickness indicated.
1. Nominal Thickness: As required to meet performance requirements, but not less than 0.043 inch (18 gauge) (1.1 mm).
E. Fasteners for Miscellaneous Metal Framing: Of type, material, size, corrosion resistance, holding power, and other properties required to fasten miscellaneous metal framing members to substrates.
2.3 MISCELLANEOUS MATERIALS
A. Concealed fasteners: Corrosion resistant steel screws, #10 minimum diameter x length appropriate for substrate, hex washer head or pancake head. Use self-drilling, self-tapping for metal substrate or A-point for plywood substrate.
B. Exposed fasteners: 3xx series stainless steel screws (cadmium or zinc coatings are not acceptable) with neoprene sealing washer, or 1/8-inch- (3-mm-) diameter stainless steel rivets.
2.4 METAL WALL PANELS
A. General: Provide factory-formed metal wall panels designed to be field assembled by interlocking seams incorporating concealed anchor clips, allowing thermal movement.
B. Concealed clip, lap-seam wall panels with ribs at 4 inches (102 mm) on center.
1. Panel shall be IMETCO LATITUDE Wall system as manufactured by Innovative Metals Company, Inc. (IMETCO), Norcross, Georgia, telephone 1-800-646-3826.
2. Alternate manufacturers are subject to full compliance with specification requirements, and shall be submitted for approval as follows.
a. Manufacturers not listed above must submit for approval, ten (10) days prior to bid date, the following: Manufacturer's literature; certification of testing in accordance with specification requirements and sections 1.4 and 1.5; sample warranties in accordance with specification section 1.10; installer qualifications in accordance with specification section 1.6, and a list of five
(5) similar projects in size and scope of work.
b. No substitutions will be permitted after the bid date of this project.
3. Material: Zinc-coated (galvanized) steel sheet, [0.023-inch (0.56-mm)] nominal thickness. See 2.1 for finishes and color selection.
4. Characteristics.
a. Fabrication: Panels shall be factory formed from specified metal.
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b. Profiles shall be as indicated project drawings.
1) The standard profile shall provide ribs at 4 inches (102 mm) on center.
2) Alternate profile panels shall be used to provide reveals of single 8”, double 8 inches (203 mm), or accent bands as shown on project drawings.
3) The angle of the web elements of the ribs shall be [symmetrical].
c. Panel orientation: [Vertical].
d. Configuration: Panel shall be [12”] wide (nominal) with interlocking seams incorporating concealed anchor clips allowing thermal movement.
e. Panel Depth (Concealed Leg Height): 7/8 inches (22 mm), nominal.
f. Anchor clips: Clips shall be 18 gauge galvanized steel designed to allow thermal movement of the panel in each direction along the longitudinal dimension.
g. Panel length: Up to 21 feet (6.4 m) maximum length.
2.5 ACCESSORIES
A. Wall Panel Accessories: Provide components approved by panel manufacturer and as required for a complete metal wall panel assembly including trim, corner units, closures, clips, flashings, sealants, gaskets, fillers, and similar items. Match material and finish of metal wall panels unless otherwise indicated.
1. Closure Strips: Closed-cell, expanded, cellular, rubber or crosslinked, polyolefin-foam or closed-cell laminated polyethylene; minimum 1-inch- (25-mm-) thick, flexible closure strips meeting ASTM D1056 and/or D3575; cut or pre-molded to match metal wall panel profile. Provide closure strips as necessary to ensure weathertight construction.
2. Corner Units: For horizontally oriented panel installations only, provide factory fabricated mitered corner units of the same profile(s) as specified. Corner units shall be furnished for outside and inside corner conditions.
B. Flashing and Trim: Formed from same material and gauge as wall panels, prepainted with coil coating. Provide flashing and trim as required to seal against weather and to provide finished appearance. Locations include, but are not limited to, head, sill, corners, jambs, framed openings, fasciae, and fillers. Finish flashing and trim with same finish system as adjacent metal wall panels.
2.6 FABRICATION
A. Fabricate and finish metal wall panels and accessories at the factory to greatest extent possible, by manufacturer's standard procedures and processes and as necessary to fulfill indicated performance requirements. Comply with indicated profiles and with dimensional and structural requirements.
B. Provide panel profile, including major ribs and intermediate stiffening ribs, if any, for full length of panel.
C. Form flashing components from full single width sheet in minimum 10’-0” (3 m) sections. Provide mitered trim corners, joined using closed end pop rivets and butyl-based, solvent released one-part sealant.
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D. Sheet Metal Accessories: Fabricate flashing and trim to comply with recommendations in SMACNA's "Architectural Sheet Metal Manual" that apply to the design, dimensions, metal, and other characteristics of item indicated.
1. Form exposed sheet metal accessories that are without excessive oil canning, buckling, and tool marks and that are true to line and levels indicated, with exposed edges folded back to form hems.
2. Sealed Joints: Form nonexpanding but movable joints in metal to accommodate butyl-based sealant to comply with SMACNA standards.
3. Conceal fasteners and expansion provisions where possible. Exposed fasteners are not allowed on faces of accessories exposed to view.
4. Fabricate cleats and attachment devices of size and metal thickness recommended by SMACNA's "Architectural Sheet Metal Manual" or by metal wall panel manufacturer for application, but not less than thickness of metal being secured.
2.7 FINISHES
A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes.
B. Protect mechanical and painted finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping.
C. Appearance of Finished Work: Noticeable variations in same piece are not acceptable.
Variations in appearance of adjoining components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast.
PART 3 - PREPERATION & EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances, metal wall panel supports, and other conditions affecting performance of the Work.
B. Examine primary and secondary wall framing to verify that girts, studs, angles, channels, and other structural panel support members and anchorages have been installed within alignment tolerances required by metal wall panel manufacturer.
C. Examine solid wall sheathing to verify that sheathing joints are supported by framing or blocking and that installation is within flatness tolerances required by metal wall panel manufacturer.
D. Examine roughing-in for components and systems penetrating metal wall panels to verify actual locations of penetrations relative to seam locations of metal wall panels before metal wall panel installation.
E. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Clean substrates of substances harmful to insulation, including removing projections capable of interfering with insulation attachment.
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B. Miscellaneous Framing: Install sub-framing, furring, and other miscellaneous wall panel support members and anchorage according to metal wall panel manufacturer's written instructions.
C. Establish straight, side and crosswise benchmarks
D. Use proper size and length fastener for strength requirements. Approximately 5/16 inch (8 mm) is allowable for maximum fastener head size beneath the panel.
E. All walls shall be checked for square and straightness. Inside and outside corners may not be plumb; set a true line for the corner units and flashing with string line.
F. Measure the wall lengthwise to confirm panel lengths and verify clearances for thermal movement.
3.3 METAL WALL PANEL INSTALLATION
A. All details will be shown on in accordance with approved shop drawings and manufacturer's product data, within specified erection tolerances.
B. Directly over the completed wall substrate, install one piece clips. All anchor clips will be fastened into the structural wall substrate based on the following spacing pattern:
C. Installation of Wall Panels: Wall panels can be installed by starting from one end and working towards the opposite end (vertical orientation), or from the bottom of wall working towards the top of the wall (horizontal orientation).
D. Isolate dissimilar metals and masonry or concrete from metals with bituminous coating. Use gasketed fasteners where required to prevent corrosive action between fastener, substrate, and panels.
E. Limit exposed fasteners to extent indicated on contract drawings.
F. Seal laps and joints in accordance with wall panel system manufacturer's product data.
G. Coordinate flashing and sheet metal work to provide weathertight conditions at wall terminations. Fabricate and install in accordance with standards of SMACNA Manual.
H. Provide for temperature expansion/contraction movement of panels at wall penetrations and wall mounted equipment in accordance with system manufacturer's product data and design calculations.
I. Installed system shall be true to line and plane and free of dents, and physical defects.
In light gauge panels with wide flat surfaces, some oil canning may be present. Oil canning does not affect the finish or structural integrity of the panel and is therefore not cause for rejection.
J. At joints in linear sheet metal items, set sheet metal items in two ¼-inch- (6-mm-) beads of butyl sealant. Extend sealant over all metal surfaces. Mate components for positive seal. Allow no sealant to migrate onto exposed surfaces.
K. Remove damaged work and replace with new, undamaged components.
L. Touch up exposed fasteners using paint furnished by the panel manufacturer and matching exposed panel surface finish.
M. Clean exposed surfaces of wall panels and accessories after completion of installation.
Leave in clean condition at date of substantial completion. Touch up minor abrasions and scratches in finish.
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3.4 FIELD QUALITY CONTROL
A. Manufacturer's Field Service: Engage a factory-authorized service representative to inspect metal wall panel installation, including accessories. Report results in writing.
B. Remove and replace applications of metal wall panels where inspections indicate that they do not comply with specified requirements.
C. Additional inspections, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements.
3.5 CLEANING
A. Remove temporary protective coverings and strippable films, if any, as metal wall panels are installed unless otherwise indicated in manufacturer's written installation instructions. On completion of metal wall panel installation, clean finished surfaces as recommended by metal wall panel manufacturer. Maintain in a clean condition during construction.
B. Replace metal wall panels that have been damaged or have deteriorated beyond successful repair by finish touchup or similar minor repair procedures.
END OF SECTION 074113
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