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HomeMy WebLinkAbout05 58 00.docMATT THE MILLER’S; CARMEL CITY CENTER; SUITE 101 05 58 00 - CARMEL CITY CENTER Issue Date 03.26.12 FORMED METAL FABRICATIONS MATT THE MILLER’S; CARMEL CITY CENTER; SUITE 101 SECTION 05 58 00 - FORMED METAL FABRICATIONS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Brake formed aluminum trim, including mounting and anchorage system, with no exposed fasteners. 2. System includes the following components: a. Anchorages, shims, furring, fasteners, sealants and related flashings. B. Related Sections: 1. Division 05 Section "Structural Steel Framing." 2. Division 07 Section "Sealants." C. Product installed but not supplied under this section: 1. Section 05 12 00: Structural Steel Framing 2. Section 07 21 00: Thermal Insulation 3. Section 07 62 00: Sheet Metal Flashing and Trim 4. Section 07 92 00: Sealants 1.3 REFERENCES A. Aluminum Association - AA. Aluminum Standards and Data for aluminum sheet, plate and extrusions. B. American Architectural Manufacturer’s Association - AAMA. 1. AAMA 2605-05: Voluntary Specification for High Performance Organic Coatings on Architectural Aluminum Extrusions and Panels. 2. ASTM A167: Standard Specification for Stainless and Heat Resisting Chromium Nickel Steel Plate, Sheet, and Strip 3. ASTM A283: Standard Specification for Textured Stainless Steel Sheet. 4. A 193: Standard specification for Alloy and Stainless Steel Bolting Materials for High Temperature Service. 5. A 307: Specification for Carbon Steel Bots and Studs, 60,000 psi Tensil Strength. 6. C 794: Test Method for Adhesion in Peel of Elastomeric Joint Sealants. 7. ASTM B221, Alloy 6063 T5, T52 Extruded Bars and Shapes. 8. ASTM B 209, Alloy 6061 T6 Aluminum Plate and Sheet. MATT THE MILLER’S; CARMEL CITY CENTER; SUITE 101 05 58 00 - CARMEL CITY CENTER Issue Date 03.26.12 FORMED METAL FABRICATIONS MATT THE MILLER’S; CARMEL CITY CENTER; SUITE 101 1.4 PERFORMANCE REQUIREMENTS A. General Performance: Formed metal fabrications shall withstand wind loads, structural movement, thermally induced movement, and exposure to weather without failure due to defective manufacture, fabrication, installation, or other defects in construction. Formed metal fabrications shall remain watertight and airtight. B. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes. 1. Temperature Change (Range): 120 deg F, ambient; 180 deg F, material surfaces. 1.5 SUBMITTALS A. Product Data: For each type of product indicated. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for aluminum canopy fascia. B. Shop Drawings: Show fabrication and installation layouts. Include plans, elevations, sections, details, and attachments to other work. 1. Detail location of joints, sealants used, including the joints necessary to accommodate thermal movements and construction tolerances. C. Samples: For each exposed product and for each color and finish specified, 12 inches by 12 inches in size. D. Qualification Data: For qualified installer and qualified fabricator. E. Welding certificates. 1.6 QUALITY ASSURANCE A. Fabricator Qualifications: Shop that employs skilled workers who custom fabricate formed metal fabrications similar to that required for this Project, who have a minimum of ten years experience of such product, and whose products have a record of successful in-service performance. 1. Refer to Specification Section 01 40 00 “Quality Requirements” for additional requirements. B. Installer Qualifications: An employer of workers trained in installation of custom fabricated formed metal fabrications and who have a record of successful in-service performance and a minimum of five years experience in installation of systems similar in complexity to those specified for this project. 1. Refer to Specification Section 01 40 00 “Quality Requirements” for additional requirements. C. Source Limitations for formed metal fabrications: Obtain finish products from single source. D. Welding Qualifications: Qualify procedures and personnel according to AWS D1.1, "Structural Welding Code - Steel D1.2, "Structural Welding Code - Aluminum D1.3, "Structural Welding Code - Sheet Steel D1.4, "Structural Welding Code - Reinforcing Steel." MATT THE MILLER’S; CARMEL CITY CENTER; SUITE 101 05 58 00 - CARMEL CITY CENTER Issue Date 03.26.12 FORMED METAL FABRICATIONS MATT THE MILLER’S; CARMEL CITY CENTER; SUITE 101 E. Pre-installation Conference: Conduct conference at Project site. 1.7 DELIVERY, STORAGE, AND HANDLING A. Deliver units and components so they will not be subject to damage or deformation. Deliver units in packaging designated for specific locations on the building as coordinated between the Contractor and the Installer. Packaging shall be able to withstand hoisting loads relevant to the Project. B. Storage: Stack components off the ground/floor on suitable skids in fully enclosed space. Protect against warpage, scratches, damage from moisture, exposure to direct sunlight and other surface contamination. C. Handling: Exercise care in loading, unloading, storing, and installing units so as to preclude bending, warping, twisting, and surface damage. 1.8 PROJECT CONDITIONS A. Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit formed metal fabrication installation to be performed according to fabricator's written instructions and warranty requirements. B. Field Measurements: Verify actual dimensions of construction contiguous with formed aluminum canopy fascia by field measurements before fabrication. 1.9 WARRANTY A. General: Submit in accordance with Division 01"Closeout Procedures." 1. Warranty shall specifically include the applicable work of the following Specification Sections: a. Section 07 92 00 "Joint Sealants." B. Workmanship Warranty: 1. Written warranty signed by the manufacturer and installer warranting that portions of the Work, involving metal panels as part of formed metal fabrication, shall be free of defects, and in conformance with the requirements of the Contract Documents. In addition, the Work shall be repaired or replaced if found to be defective during a one year period following Substantial Completion of the Work. 2. Defective is defined to include failure of the system to meet structural performance requirements and/or permanent deformation resulting from pressures within the design criteria. C. Finish Warranty: Written warranty signed by the manufacturer warranting that the painted finish will not develop excessive fading or excessive non-uniformity of color or shade, and will not crack, pit, peel, corrode or otherwise fail as a result of defect of materials or workmanship. Further guarantee to repair or replace defective work during a ten year period following Substantial completion of the Work. Upon notification f defects within the warranty period, make necessary repairs or replacement at the convenience of the Owner. MATT THE MILLER’S; CARMEL CITY CENTER; SUITE 101 05 58 00 - CARMEL CITY CENTER Issue Date 03.26.12 FORMED METAL FABRICATIONS MATT THE MILLER’S; CARMEL CITY CENTER; SUITE 101 PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Linel Signature LLC, 101 LinEl Drive, Mooresville, IN., 46158, P: 317-831-9260, F: 317- 831-9260. 2. Custom Architectural Designs, Inc., 3392 Florence Rd., Powder Springs, GA., 30127. 3. Metal Sales and Service Inc., Kennett Square, PA., 19348, P: 800-321-7816. 2.2 MATERIALS A. General: Select materials for surface flatness, smoothness, and freedom from surface blemishes where exposed to view in the finished system. B. Aluminum: 1. Aluminum sheet with minimum thickness of 0.0508 inches (16 GA) with strength and durability properties specified in ASTM B 209 for 3003H-14 or 50005-H32AQ alloys. C. Stainless Steel: 1. Stainless Steel sheet Type 304 in thicknesses of 14 GA., 16 GA., and 18 GA. D. Anchors and Inserts: 1. Stainless steel, aluminum or zinc plated. For drill in place anchors use stainless steel expansion bolts or epoxy type anchors. E. Sound Deadening Tape: Shipped loose, to be field applied. F. Insulation: 1. Factory Applied: Rigid insulation. 2.3 GENERAL FINISH REQUIREMENTS A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. B. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping. 2.4 ALUMINUM FINISHES A. High-Performance Organic Finish: 2-coat fluoro-polymer finish complying with AAMA 2605 and containing not less than 70 percent PVDF resin by weight in both color coat and clear topcoat. Prepare, pre-treat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions. 1. Color and Gloss: As selected by Architect from manufacturer's full range. MATT THE MILLER’S; CARMEL CITY CENTER; SUITE 101 05 58 00 - CARMEL CITY CENTER Issue Date 03.26.12 FORMED METAL FABRICATIONS MATT THE MILLER’S; CARMEL CITY CENTER; SUITE 101 PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. B. Surfaces to receive materials shall be even, smooth, sound, clean, dry, and free from defects detrimental to the work. Notify Contractor in writing of conditions detrimental to proper and timely completion of the work. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 ERECTION TOLERANCES A. Substrate surfaces to receive materials shall have a non-cumulative linear surface tolerance of 1/4 inch deviation in 20 feet. B. Installation Tolerances: Shim and align units within installed tolerances of 1/8 inch in 20 feet, non-cumulative, on level/plumb/slope and location/line as indicated, and within 1/16 inch offset of adjoining faces and of alignment of matching profiles. 3.3 INSTALLATION A. General: Erect systems plumb, level, and true and in accordance with approved submittal drawings. B. Attachment System: Allow for the free vertical and horizontal thermal movement due to expansion and contraction. C. Anchor materials securely and in accordance with approved shop drawings to allow for necessary thermal movement and structural support. D. Conform to fabricator's instructions and/or approved shop drawings for installation of concealed fasteners. E. Do not install component parts that are observed to be defective, including warped, bowed, dented, abraded, and broken members. F. Do not cut, trim, weld, or braze component parts during erection in a manner that would damage the finish, decrease strength, or result in visual imperfection or a failure in performance. Return component parts that require alteration to shop for re-fabrication, if possible, or for replacement with new parts. G. Separate dissimilar metals where required. Eliminate the possibility of corrosive or electrolytic actions between materials. 3.4 ADJUSTING AND CLEANING MATT THE MILLER’S; CARMEL CITY CENTER; SUITE 101 05 58 00 - CARMEL CITY CENTER Issue Date 03.26.12 FORMED METAL FABRICATIONS MATT THE MILLER’S; CARMEL CITY CENTER; SUITE 101 A. Upon Substantial Completion or coincidental with installation of system: 1. Remove and replace materials damaged beyond repair as a direct result of the installation. After installation, repair and replacement shall become the responsibility of the Contractor. 2. Repair work with minor damage. 3. Remove protective film as soon as possible after installation. 4. Clean work as it is installed. 5. Final cleaning at the end of the Work is not the work of this section. 3.5 PROTECTION A. Contractor shall provide temporary protection after the work is installed. END OF SECTION 05 58 00