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| | SECTION 07410 |
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| | METAL ROOF AND WALL PANELS |
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| | ** NOTE TO SPECIFIER ** Metal Sales Manufacturing Corporation; metal roof and wall panels.
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This section is based on the products of Metal Sales Manufacturing Corporation, whose corporate offices are located at: |
| | 545 S. 3rd St.
Suite 200
Louisville, KY 40202
Toll Free Tel: (800) 406-7387
Tel: (502) 855-4341
Fax: (502) 855-4290
E-mail: info@metalsales.us.com
Web: www.metalsales.us.com
[ Click Here ] for additional information. |
| | The Metal Sales of the 21st century offers a complete line of roof, wall and fascia panel systems for the commercial, industrial, architectural, agricultural, and residential markets - new construction or retrofit.
Our steel panels are available in over 75 profiles, with a wide selection of widths, colors and gauges. Our structural components also come in various shapes, sizes, and gauges and will fit most types of post frame, retrofit, and steel building applications. All Metal Sales panels and components come with up to 45-year limited warranties.
This guide specification is intended for use on projects where the Structural Standing Seam Roof System (METAL ROOF SYSTEM) is supplied as an item separate from the building's structural system. There are a number of provisions in the specification which are not appropriate for roof systems supplied as part of a complete building system. For roof systems supplied with a metal building system, the user is referred to the Metal Building Manufacturers Association Guide Specification for Metal Building Systems. The user is also cautioned that some provisions may not be applicable for all projects. DISCLAIMER: Use of this Specification is voluntary. Each roof system designer retains the prerogative to choose their own design and commercial practices and the responsibility to design and specify a roof system to comply with applicable state and local codes, end user specifications, local conditions, and safety considerations. Although every effort has been made to present accurate and sound information, Metal Sales Manufacturing Corporation assumes no responsibility whatsoever for the application of this information to the design, specification or construction of any specific roof system. Metal Sales Manufacturing Corporation expressly disclaims all liability for damages of any sort whether direct, indirect or consequential arising out of the use, reference to or reliance on this Specification or any of its contents. Metal Sales Manufacturing Corporation makes no warranty, express or implied, as to any particular roof system or this Specification. METAL SALES MANUFACTURING CORPORATION specifically disclaims any warranties of merchantability or fitness for a particular purpose.
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| | PART 1 | GENERAL |
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| | 1.1 | SECTION INCLUDES |
| | ** NOTE TO SPECIFIER ** Delete items below not required for project. |
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| | | A. | Profile metal roof system. |
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| | | B. | Profile metal wall system. |
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| | | C. | Structural standing seam roof system. |
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| | | D. | Metal soffit system. |
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| | | E. | Secondary framing to support panels. |
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| | 1.2 | RELATED SECTIONS |
| | ** NOTE TO SPECIFIER ** Delete any sections below not relevant to this project; add others as required. |
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| | | A. | Section 05120 - Structural Steel: Tolerances for primary and secondary building structure supporting framework. |
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| | | B. | Section 05300 - Structural Metal Roof and Floor Decking: Roof decking material and installation. |
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| | | C. | Section 05400 - Structural Steel Stud Framing: Exterior wall framing. |
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| | | D. | Section 06100 - Rough Carpentry: Blocking and miscellaneous framing. |
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| | | E. | Section 06125 - Wood Decking: Wood deck material and installation. |
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| | | F. | Section 07210 - Building Insulation: Rigid insulation at insulated walls and roof decks. |
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| | | G. | Section 07620 - Sheet Metal Flashing and Trim: Installation requirements. |
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| | | H. | Section 07710 - Gutters and Downspouts: Roof edge coordination and attachment provisions. |
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| | | I. | Section 07900 - Joint Sealants: Installation requirements. |
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| | 1.3 | REFERENCES |
| | ** NOTE TO SPECIFIER ** Delete references from the list below that are not actually required by the text of the edited section. |
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| | | A. | 1996 Low Rise Building Systems Manual, Metal Building Manufacturers Association, Inc., Cleveland, OH, 1996. |
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| | | B. | AISI CF00-01, "A Design Guide for Standing Seam Roof Panels", American Iron and Steel Institute, 2000. |
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| | | C. | AISI CF97-01, "A Guide for Designing with Standing Seam Roof Panels", American Iron and Steel Institute, 1997. |
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| | | D. | Aluminum Design Manual - 2000 Edition, Aluminum Association, Washington, D.C., 2000. |
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| | | E. | ASTM A 653, "Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process," American Society for Testing and Materials, 1998. |
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| | | F. | ASTM A 792a, "Specification for Steel Sheet, 55% Aluminum-Zinc Alloy-Coated by the Hot-Dip Process," American Society for Testing and Materials, 1997. |
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| | | G. | ASTM E 283, "Standard Test Method for Rate of Air Leakage Through Exterior Curtain Walls, and Doors", American Society for Testing and Materials |
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| | | H. | ASTM E 330, "Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference", American Society for Testing and Materials. |
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| | | I. | ASTM E 331, "Standard Test Method for Water Penetration of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference", American Society for Testing and Materials. |
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| | | J. | ASTM E 1514, "Specification for Structural Standing Seam Steel Roof Panel Systems," American Society for Testing and Materials, 1993. |
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| | | K. | ASTM E 1592, "Test Method for Structural Performance of Sheet Metal Roof and Wall Systems by Uniform Static Air Pressure Difference," American Society for Testing and Materials, 1995. |
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| | | L. | ASTM E 1646, "Test Method for Water Penetration of Exterior Metal Roof Panel Systems by Uniform Static Air Pressure Difference," American Society for Testing and Materials, 1995. |
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| | | M. | ASTM E 1680, "Test Method for Rate of Air Leakage through Exterior Metal Roof Panel Systems." American Society for Testing and Materials, 1995. |
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| | | N. | Cold-Formed Steel Design Manual, American Iron and Steel Institute, Washington, D.C., 2002. |
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| | | O. | Specification for Structural Steel Buildings - Allowable Stress Design and Plastic Design, American Institute of Steel Construction, Chicago, IL, 1989. |
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| | | P. | UL 580, "Tests for Uplift Resistance of Roof Assemblies", Underwriter's Laboratories, 1nc., 1994. |
| | ** NOTE TO SPECIFIER ** Delete if no roof systems required. |
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| | 1.4 | ROOF SYSTEM REQUIREMENTS |
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| | | A. | Design Requirements: |
| | | | 1. | The metal roof system shall be designed by the manufacturer as a complete system. Members and connections not indicated on the drawings shall be the responsibility of the Contractor. All components of the system shall be supplied by the same manufacturer. |
| | | | 2. | Roof Panels: Steel panels shall be designed in accordance with the AISI Cold-Formed Steel Design Manual. Aluminum panels shall be designed in accordance with the Aluminum Design Manual. |
| | | | 3. | Deflection requirements shall be in accordance with the applicable building code, or as a minimum, L/180 for roof snow load (but not less than 20 psf (98 kg/sq m)). |
| | | | 4. | Accessories and Fasteners: Accessories and fasteners shall be capable of resisting the specified design wind uplift forces and shall allow for thermal movement of the roof panel system. Exposed fasteners shall not restrict free movement of the roof panel system resulting from thermal forces, except at designed points of roof panel fixity. |
| | | | 5. | Design Loads: Design load application shall be in accordance with local building code. |
| | | | 6. | Dead Loads: The dead load shall be the weight of the metal roof system. |
| | ** NOTE TO SPECIFIER ** Collateral Loads consist of Sprinklers, Mechanical and Electrical Systems, and Ceilings, and shall not be attached to the roof panels. |
| | | | | a. | Collateral Loads shall not be applied to the roof panels. |
| | | | 7. | Live Loads: The panels and concealed anchor clips shall be capable of supporting a minimum uniform live load of 20 psf (98 kg/sq m). |
| | ** NOTE TO SPECIFIER ** Snow drifting loads shall be clearly identified in the contract documents, i.e. adjacent structures, roof height changes, etc. |
| | | | 8. | Snow Loads: The design ground snow loads shall be as defined on the Contract Documents. |
| | ** NOTE TO SPECIFIER ** The design wind speed shall be identified as either "fastest mile" or 3-second gust as appropriate to the applicable code. Wind criteria include wind speed, exposure category, importance factor, topographic factor and enclosure classifications. |
| | | | 9. | Wind Loads: The design wind loads shall be based on the wind criteria defined in the Contact Documents. |
| | | | 10. | Thermal Effects: Roof panels shall be free to move in response to the expansion and contraction forces resulting from temperature variation, as specified in the MBMA Metal Roofing Systems Design Manual. |
| | ** NOTE TO SPECIFIER ** Rainfall intensity can be found in the Metal Roofing Systems Design Manual. |
| | | | 11. | Rainfall Intensity: Exterior gutters and downspouts shall be designed for rainfall intensity based upon a 5-year recurrence interval for a five minute duration. Interior gutters, valleys and downspouts shall be designed for rainfall intensity based upon a 25-year recurrence interval based on a five minute duration. |
| | ** NOTE TO SPECIFIER ** Delete if not required. |
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| | | B. | Performance Requirements, Magna-Loc Roof Panels: |
| | | | 1. | Uplift Resistance: Metal roof systems shall be tested in accordance with Underwriters Laboratories, Inc. (UL) Test Method 580 “Tests for Uplift Resistance of Roof Assemblies”, Class 90 rating. |
| | | | 2. | Negative Loading: Metal roof panel systems shall be tested in accordance with ASTM E 1592-95 for negative loading. Capacity for gauge, span or loading other than those tested may be determined by interpolating between test values only. |
| | | | 3. | Air Infiltration: Metal roof panel systems shall have a maximum air infiltration rate of 0.016 cfm/ft2 at a pressure differential of 12 psf (59 kg/sq m) when tested in accordance with ASTM E 1680-95. |
| | | | 4. | Water Leakage: Metal roof panel systems shall have no uncontrollable water leakage at a pressure differential of 6.24 psf (30.5 kg/sq m) when tested in accordance with ASTM E 1646-95. |
| | | | 5. | Temporary Concentrated Loads: The panels and concealed anchor clips shall be capable of supporting a 250-pound (113.5 kg) temporary concentrated load at the panel mid-span in the installed condition. The load shall be applied over the entire panel width. The panels shall support this concentrated load without displaying permanent distortions that would affect the weathertightness of the metal roof system. |
| | ** NOTE TO SPECIFIER ** Delete if not required. |
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| | | C. | Performance Requirements, Seam-Loc 24 Roof Panels: |
| | | | 1. | Uplift Resistance: Metal roof systems shall be tested in accordance with Underwriters Laboratories, Inc. (UL) Test Method 580 “Tests for Uplift Resistance of Roof Assemblies”, Class 90 rating. |
| | | | 2. | Negative Loading: Metal roof panel systems shall be tested in accordance with ASTM E 1592-95 for negative loading. Capacity for gauge, span or loading other than those tested may be determined by interpolating between test values only. |
| | | | 3. | Air Infiltration: Metal roof panel systems shall have a maximum air infiltration rate of 0.0011 cfm/ft2 at a pressure differential of 6.24 psf (30.5 kg/sq m) when tested in accordance with ASTM E 1680-95. |
| | | | 4. | Water Leakage: Metal roof panel systems shall have no uncontrollable water leakage at a pressure differential of 6.24 psf (30.5 kg/sq m) when tested in accordance with ASTM E 1646-95. |
| | | | 5. | Temporary Concentrated Loads: The panels and concealed anchor clips shall be capable of supporting a 250-pound (113.5 kg) temporary concentrated load at the panel mid-span in the installed condition. The load shall be applied over the entire panel width. The panels shall support this concentrated load without displaying permanent distortions that would affect the weathertightness of the metal roof system. |
| | ** NOTE TO SPECIFIER ** Delete if not required. |
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| | | D. | Performance Requirements, Snap-Loc 24 Roof Panels: |
| | | | 1. | Uplift Resistance: Metal roof systems shall be tested in accordance with Underwriters Laboratories, Inc. (UL) Test Method 580 “Tests for Uplift Resistance of Roof Assemblies”, Class 90 rating. |
| | | | 2. | Negative Loading: Metal roof panel systems shall be tested in accordance with ASTM E 1592-95 for negative loading. Capacity for gauge, span or loading other than those tested may be determined by interpolating between test values only. |
| | | | 3. | Air Infiltration: Metal roof panel systems shall have a maximum air infiltration rate of 0.005 cfm/ft2 at a pressure differential of 6.24 psf (30.5 kg/sq m) when tested in accordance with ASTM E 1680-95. |
| | | | 4. | Water Leakage: Metal roof panel systems shall have no uncontrollable water leakage at a pressure differential of 6.24 psf (30.5 kg/sq m) when tested in accordance with ASTM E 1646-95. |
| | | | 5. | Temporary Concentrated Loads: The panels and concealed anchor clips shall be capable of supporting a 250-pound (113.5 kg) temporary concentrated load at the panel mid-span in the installed condition. The load shall be applied over the entire panel width. The panels shall support this concentrated load without displaying permanent distortions that would affect the weathertightness of the metal roof system. |
| | ** NOTE TO SPECIFIER ** Delete if not required. |
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| | | E. | Performance Requirements, Vertical Seam Roof Panels: |
| | | | 1. | Uplift Resistance: Metal roof systems shall be tested in accordance with Underwriters Laboratories, Inc. (UL) Test Method 580 “Tests for Uplift Resistance of Roof Assemblies”, Class 90 rating. |
| | | | 2. | Negative Loading: Metal roof panel systems shall be tested in accordance with ASTM E 1592-95 for negative loading. Capacity for gauge, span or loading other than those tested may be determined by interpolating between test values only. |
| | | | 3. | Air Infiltration: Metal roof panel systems shall have a maximum air infiltration rate of 0.093 cfm/ft2 at a pressure differential of 6.24 psf (30.5 kg/sq m) when tested in accordance with ASTM E 1680-95. |
| | | | 4. | Water Leakage: Metal roof panel systems shall have no uncontrollable water leakage at a pressure differential of 6.24 psf (30.5 kg/sq m) when tested in accordance with ASTM E 1646-95. |
| | | | 5. | Temporary Concentrated Loads: The panels and concealed anchor clips shall be capable of supporting a 250-pound (113.5 kg) temporary concentrated load at the panel mid-span in the installed condition. The load shall be applied over the entire panel width. The panels shall support this concentrated load without displaying permanent distortions that would affect the weathertightness of the metal roof system. |
| | ** NOTE TO SPECIFIER ** Delete if not required. |
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| | | F. | Performance Requirements, Clip-Loc Roof Panels: |
| | | | 1. | Uplift Resistance: Metal roof systems shall be tested in accordance with Underwriters Laboratories, Inc. (UL) Test Method 580 “Tests for Uplift Resistance of Roof Assemblies”, Class 90 rating. |
| | | | 2. | Negative Loading: Metal roof panel systems shall be tested in accordance with ASTM E 1592-95 for negative loading. Capacity for gauge, span or loading other than those tested may be determined by interpolating between test values only. |
| | | | 3. | Air Infiltration: Metal roof panel systems shall have a maximum air infiltration rate of 0.056 cfm/ft2 at a pressure differential of 6.24 psf (30.5 kg/sq m) when tested in accordance with ASTM E 1680-95. |
| | | | 4. | Water Leakage: Metal roof panel systems shall have no uncontrollable water leakage at a pressure differential of 6.24 psf (30.5 kg/sq m) when tested in accordance with ASTM E 1646-95. |
| | | | 5. | Temporary Concentrated Loads: The panels and concealed anchor clips shall be capable of supporting a 250-pound (113.5 kg) temporary concentrated load at the panel mid-span in the installed condition. The load shall be applied over the entire panel width. The panels shall support this concentrated load without displaying permanent distortions that would affect the weathertightness of the metal roof system. |
| | ** NOTE TO SPECIFIER ** Delete if not required. |
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| | | G. | Performance Requirements, Pro-Loc Roof Panels: |
| | | | 1. | Uplift Resistance: Metal roof systems shall be tested in accordance with Underwriters Laboratories, Inc. (UL) Test Method 580 “Tests for Uplift Resistance of Roof Assemblies”, Class 90 rating. |
| | | | 2. | Negative Loading: Metal roof panel systems shall be tested in accordance with ASTM E 1592-95 for negative loading. Capacity for gauge, span or loading other than those tested may be determined by interpolating between test values only. |
| | | | 3. | Temporary Concentrated Loads: The panels and concealed anchor clips shall be capable of supporting a 250-pound (113.5 kg) temporary concentrated load at the panel mid-span in the installed condition. The load shall be applied over the entire panel width. The panels shall support this concentrated load without displaying permanent distortions that would affect the weathertightness of the metal roof system. |
| | ** NOTE TO SPECIFIER ** Delete if not required. |
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| | | H. | Performance Requirements, Mini/Maxi Batten Roof Panels: |
| | | | 1. | Uplift Resistance: Metal roof systems shall be tested in accordance with Underwriters Laboratories, Inc. (UL) Test Method 580 “Tests for Uplift Resistance of Roof Assemblies”, Class 90 rating. |
| | | | 2. | Negative Loading: Metal roof panel systems shall be tested in accordance with ASTM E 1592-95 for negative loading. Capacity for gauge, span or loading other than those tested may be determined by interpolating between test values only. |
| | | | 3. | Temporary Concentrated Loads: The panels and concealed anchor clips shall be capable of supporting a 250-pound (113.5 kg) temporary concentrated load at the panel mid-span in the installed condition. The load shall be applied over the entire panel width. The panels shall support this concentrated load without displaying permanent distortions that would affect the weathertightness of the metal roof system. |
| | ** NOTE TO SPECIFIER ** Delete if not required. |
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| | | I. | Performance Requirements, Stile Roof Panels: |
| | | | 1. | Uplift Resistance: Metal roof systems shall be tested in accordance with Underwriters Laboratories, Inc. (UL) Test Method 580 “Tests for Uplift Resistance of Roof Assemblies”, Class 90 rating. |
| | ** NOTE TO SPECIFIER ** Delete if not required. |
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| | | J. | Performance Requirements, Image II Roof Panels: |
| | | | 1. | Uplift Resistance: Metal roof systems shall be tested in accordance with Underwriters Laboratories, Inc. (UL) Test Method 580. |
| | | | 2. | Negative Loading: Metal roof panel systems shall be tested in accordance with ASTM E 1592-95 for negative loading. Capacity for gauge, span or loading other than those tested may be determined by interpolating between test values only. |
| | ** NOTE TO SPECIFIER ** Delete if not required. |
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| | | K. | Performance Requirements, 5V-Crimp Roof Panels: |
| | | | 1. | Uplift Resistance: Metal roof systems shall be tested in accordance with Underwriters Laboratories, Inc. (UL) Test Method 580 “Tests for Uplift Resistance of Roof Assemblies”, Class 90 rating. |
| | ** NOTE TO SPECIFIER ** Delete if not required. |
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| | | L. | Performance Requirements, IC72-Panel Roof Panels: |
| | | | 1. | Temporary Concentrated Loads: The panels shall be capable of supporting a 250-pound (113.5 kg) temporary concentrated load at the panel mid-span in the installed condition. The load shall be applied over the entire panel width. The panels shall support this concentrated load without displaying permanent distortions that would affect the weathertightness of the metal roof system. |
| | ** NOTE TO SPECIFIER ** Delete if not required. |
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| | | M. | Performance Requirements, V-Line 32 Roof Panels: |
| | | | 1. | Uplift Resistance: Metal roof systems shall be tested in accordance with Underwriters Laboratories, Inc. (UL) Test Method 580 “Tests for Uplift Resistance of Roof Assemblies”, Class 90 rating. |
| | | | 2. | Temporary Concentrated Loads: The panels shall be capable of supporting a 250-pound (113.5 kg) temporary concentrated load at the panel mid-span in the installed condition. The load shall be applied over the entire panel width. The panels shall support this concentrated load without displaying permanent distortions that would affect the weathertightness of the metal roofing system. |
| | ** NOTE TO SPECIFIER ** Delete if not required. |
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| | | N. | Performance Requirements, 7/8” Corrugated Roof Panels: |
| | | | 1. | Temporary Concentrated Loads: The panels shall be capable of supporting a 250-pound (113.5 kg) temporary concentrated load at the panel mid-span in the installed condition. The load shall be applied over the entire panel width. The panels shall support this concentrated load without displaying permanent distortions that would affect the weathertightness of the metal roofing system. |
| | ** NOTE TO SPECIFIER ** Delete if not required. |
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| | | O. | Performance Requirements, Industrial Rib / Deep Rib Roof Panels: |
| | | | 1. | Temporary Concentrated Loads: The panels shall be capable of supporting a 250-pound (113.5 kg) temporary concentrated load at the panel mid-span in the installed condition. The load shall be applied over the entire panel width. The panels shall support this concentrated load without displaying permanent distortions that would affect the weathertightness of the metal roofing system. |
| | ** NOTE TO SPECIFIER ** Delete if not required. |
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| | | P. | Performance Requirements, Exposed Fastener Series Roof Panels: |
| | | | 1. | Temporary Concentrated Loads: The panels shall be capable of supporting a 250-pound (113.5 kg) temporary concentrated load at the panel mid-span in the installed condition. The load shall be applied over the entire panel width. The panels shall support this concentrated load without displaying permanent distortions that would affect the weathertightness of the metal roofing system. |
| | ** NOTE TO SPECIFIER ** Delete if not required. |
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| | | Q. | Performance Requirements, PBR-Panel Roof Panels: |
| | | | 1. | Uplift Resistance: Metal roof systems shall be tested in accordance with Underwriters Laboratories, Inc. (UL) Test Method 580 “Tests for Uplift Resistance of Roof Assemblies”, Class 90 rating. |
| | | | 2. | Negative Loading: Metal roof panel systems shall be tested in accordance with ASTM E 1592-95 for negative loading. Capacity for gauge, span or loading other than those tested may be determined by interpolating between test values only. |
| | | | 3. | Air Infiltration: Metal roof panel systems shall have a maximum air infiltration rate of 0.009 cfm/ft 2 at a pressure differential of 6.24 psf (30.5 kg/sq m) when tested in accordance with ASTM E 1680-95. |
| | | | 4. | Water Leakage: Metal roof panel systems shall have no uncontrollable water leakage at a pressure differential of 6.24 psf (30.5 kg/sq m) when tested in accordance with ASTM E 1646-95. |
| | | | 5. | Temporary Concentrated Loads: The panels and concealed anchor clips shall be capable of supporting a 250-pound (113.5 kg) temporary concentrated load at the panel mid-span in the installed condition. The load shall be applied over the entire panel width. The panels shall support this concentrated load without displaying permanent distortions that would affect the weathertightness of the metal roof system. |
| | ** NOTE TO SPECIFIER ** Delete if not required. |
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| | | R. | Performance Requirements, Classic Rib Roof Panels: |
| | | | 1. | Uplift Resistance: Metal roof systems shall be tested in accordance with Underwriters Laboratories, Inc. (UL) Test Method 580 “Tests for Uplift Resistance of Roof Assemblies”, Class 90 rating. |
| | | | 2. | Negative Loading: Metal roof panel systems shall be tested in accordance with ASTM E 1592-95 for negative loading. Capacity for gauge, span or loading other than those tested may be determined by interpolating between test values only. |
| | | | 3. | Temporary Concentrated Loads: The panels shall be capable of supporting a 250-pound (113.5 kg) temporary concentrated load at the panel mid-span in the installed condition. The load shall be applied over the entire panel width. The panels shall support this concentrated load without displaying permanent distortions that would affect the weathertightness of the metal roof system. |
| | ** NOTE TO SPECIFIER ** Delete if not required. |
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| | | S. | Performance Requirements, Pro-Panel II Roof Panels: |
| | | | 1. | Temporary Concentrated Loads: The panels shall be capable of supporting a 250-pound (113.5 kg) temporary concentrated load at the panel mid-span in the installed condition. The load shall be applied over the entire panel width. The panels shall support this concentrated load without displaying permanent distortions that would affect the weathertightness of the metal roof system. |
| | ** NOTE TO SPECIFIER ** Delete if not required. |
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| | | T. | Performance Requirements, PBU Roof Panels: |
| | | | 1. | Uplift Resistance: Metal roof systems shall be tested in accordance with Underwriters Laboratories, Inc. (UL) Test Method 580 “Tests for Uplift Resistance of Roof Assemblies”, Class 90 rating. |
| | ** NOTE TO SPECIFIER ** Delete if not required. |
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| | | U. | Performance Requirements, Delta Rib Roof Panels: |
| | | | 1. | Temporary Concentrated Loads: The panels shall be capable of supporting a 250-pound (113.5 kg) temporary concentrated load at the panel mid-span in the installed condition. The load shall be applied over the entire panel width. The panels shall support this concentrated load without displaying permanent distortions that would affect the weathertightness of the metal roof system. |
| | ** NOTE TO SPECIFIER ** Delete if snow guards not required. |
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| | | V. | Snow Guards: Locate snow guards as shown on the contract drawings. Attach each snow guard to the roof panels in a manner capable of resisting a sliding force parallel to the slope. The roof panel attachment to the structure shall be capable of resisting a force parallel to the slope per lineal foot. Forces shall be calculated by Contractor to comply with building code and authorities having jurisdiction. |
| | ** NOTE TO SPECIFIER ** Delete if not required. |
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| | | W. | Framing Members Supporting the Metal Roof System: |
| | | | 1. | Any additions/revisions to framing members supporting the metal roof system to accommodate the manufacturer/fabricator's design shall be the Contractor's responsibility, and shall be submitted for review and approval by the Engineer of Record. |
| | | | 2. | Framing members and their connections shall be designed in accordance with AISC, AISI and LGSI design specifications applicable. Deflection requirements shall be in accordance with the applicable building code, or as a minimum, the provisions of the AISC Steel Design Guide Series 3 - Serviceability Design Considerations for Low-Rise Buildings. |
| | ** NOTE TO SPECIFIER ** Delete if no wall and liner system required. |
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| | 1.5 | WALL AND LINER SYSTEM REQUIREMENTS |
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| | | A. | Design Requirements for Wall and Liner Systems: |
| | | | 1. | System Design: Metal wall and liner system shall be designed by the manufacturer as a complete system. Members and connections not indicated on the Drawings shall be the responsibility of the Contractor. All components of the system shall be supplied by the same manufacturer. |
| | | | 2. | Wall and Liner Panels: Steel panels shall be designed in accordance with the AISI Cold-Formed Steel Design Manual. Aluminum panels shall be designed in accordance with the Aluminum Design Manual. |
| | | | 3. | Design Loads: Design load application shall be in accordance with local building code. |
| | ** NOTE TO SPECIFIER ** The design wind speed shall be identified as either "fastest mile" or 3-second gust as appropriate to the applicable code. Wind criteria include wind speed, exposure category, importance factor, topographic factor and enclosure classification |
| | | | 4. | Wind Loads: The design wind loads shall be based on the wind criteria defined in the contract documents. |
| | | | 5. | Deflection: Deflection requirements shall be in accordance with the applicable building code, or as a minimum, L/90 for wind load (but not less than 10 psf (49 kg/sq m)). |
| | | | 6. | Accessories and Fasteners: Accessories and fasteners shall be capable of resisting the specified design wind suction forces. |
| | ** NOTE TO SPECIFIER ** Delete if not required. |
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| | | B. | Performance Requirements for Soffit Wall Panel Systems: |
| | | | 1. | Air Infiltration: Metal panel systems shall have a maximum air infiltration rate of 0.25 cfm/ft2 at a pressure differential of 6.24 psf (30.5 kg/sq m) when tested in accordance with ASTM E 283. |
| | | | 2. | Water Leakage: Metal panel systems shall have no uncontrollable water leakage at a pressure differential of 6.24 psf (30.5 kg/sq m) when tested in accordance with ASTM E 331. |
| | ** NOTE TO SPECIFIER ** Delete if not required. |
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| | | C. | Performance Requirements for R-Panel Wall Panel Systems: |
| | | | 1. | Metal wall panel systems shall be tested in accordance with ASTM E 330 for positive and negative loading. Capacity for gauge, span or loading other than those tested may be determined by interpolating between test values only. |
| | ** NOTE TO SPECIFIER ** Delete if not required. |
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| | | D. | Performance Requirements for Span-Line 36A Wall Panel Systems: |
| | | | 1. | Metal wall panel systems shall be tested in accordance with ASTM E 330 for positive and negative loading. Capacity for gauge, span or loading other than those tested may be determined by interpolating between test values only. |
| | ** NOTE TO SPECIFIER ** Delete if not required. |
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| | | E. | Performance Requirements for Classic Rib Wall Panel Systems: |
| | | | 1. | Metal wall panel systems shall be tested in accordance with ASTM E 330 for positive and negative loading. Capacity for gauge, span or loading other than those tested may be determined by interpolating between test values only. |
| | ** NOTE TO SPECIFIER ** Delete if not required. |
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| | | F. | Framing Members Supporting the Metal Panel System: |
| | | | 1. | Any additions/revisions to framing members supporting the metal panel system to accommodate the manufacturer/fabricator's design shall be the Contractor's responsibility, and shall be submitted for review and approval by the Engineer of Record. |
| | | | 2. | Framing members and their connections shall be designed in accordance with AISC, AISI, and LGSI design specifications as applicable. Deflection requirements shall be in accordance with the applicable building code, or as a minimum, the provisions of the AISC Steel Design Guide Series 3 - Serviceability Design Considerations for Low-Rise-Buildings. |
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| | 1.6 | SUBMITTALS |
| |
| | | A. | Submit under provisions of Section 01300. |
| |
| | | B. | Product Data: Manufacturer's data sheets on each product to be used, including preparation recommendations, storage and handling requirements, and installation methods. |
| |
| | | C. | Shop Drawings: Submit shop drawings showing methods of installation, elevations and plans of roof and wall panels, sections and details, specified loads, flashings, roof curbs, vents, sealants, interfaces with all materials not supplied by the metal panel system manufacturer, and proposed identification of component parts and their finishes. Do not proceed with fabrication prior to approval of shop drawings. Shop drawings shall be prepared and sealed a professional engineer licensed in the jurisdiction of the project, and include the following: |
| | | | 1. | Submit engineering calculations defining cladding loads for zones based on specified building codes, allowable clip loads, and required number of fasteners to secure the panel clips to the designated substructure. |
| | | | | a. | Compute suction loads on clip fasteners with full recognition of prying forces and eccentric clip loading. |
| | | | | b. | Calculate holding strength of fasteners in accordance with submitted test data provided by fastener manufacturer based on length of embedment and properties of materials. |
| | | | 2. | Submit thermal calculations and details of floating clip, flashing attachments, and accessories, indicating the free movement in response to the expansion/contraction effects. |
| | | | 3. | Roofing Snow Guard Drag Loading: The roof system manufacturer shall provide an attachment schedule signed by a licensed professional engineer and supporting calculations to resist drag loads induced by the calculated snow load. |
| |
| | | D. | Test Reports: Submit manufacturer's test reports for each system specified. |
| |
| | | E. | Installer Certification: Submit a letter from the manufacturer certifying the installer of the metal panel system as an authorized installer, approved by the manufacturer within the last year prior to the start of the installation of the metal panel system. |
| | ** NOTE TO SPECIFIER ** Delete selection samples if colors have already been selected. |
| |
| | | F. | Selection Samples: For each finish product specified, two complete sets of color chips representing manufacturer's full range of available colors and patterns. |
| | | | 1. | Submit samples and color chips for all proposed finishes. |
| | | | 2. | Submit one 12-inch (305 mm) long sample of panel, including clips. |
| | | | 3. | Submit two 3 inch by 5 inch (76 mm by 127 mm) color chip samples of available colors for selection |
| |
| | | G. | Verification Samples: For each finish product specified, two samples, minimum size 6 inches (150 mm) square, representing actual product, color, and patterns. |
| | | | 1. | Submit samples and color chips for all proposed finishes. |
| | | | 2. | Submit one 12 inch (305 mm) long sample of panel, including clips. |
| | | | 3. | Submit two 3 inches by 5 inches (76 mm by 127 mm) color chip samples in color selected. |
| | ** NOTE TO SPECIFIER ** Delete if weathertightness warranty is not required for roofing. Weathertightness warranty is only applicable to Magna-Loc, Seam-Loc, Snap-Loc, Vertical Seam, and Clip Loc Panels. |
| |
| | | H. | Roof Inspection for Weathertightness Warranty: Submit with documentation as specified in this Section. |
| |
| | 1.7 | QUALITY ASSURANCE |
| |
| | | A. | Manufacturer Qualifications: Manufacturer shall have a minimum of ten years experience in manufacturing metal roof systems. Panels specified in this section shall be produced in a permanent factory environment with fixed-base roll-forming equipment. |
| |
| | | B. | Installer Qualifications: Installer shall have completed five projects of similar scope and magnitude that have been in service for a minimum of two years with satisfactory performance of the roof system. Installer's foreman shall be trained in the proper installation of the specified system, and present at all times when material is being installed. |
| |
| | | C. | Regulatory Requirements: Comply with specified performance and local building code requirements. In the event of conflict, comply with the higher performing or more restrictive requirement. |
| | ** NOTE TO SPECIFIER ** Include a mock-up if the project size and/or quality warrant taking such a precaution. The following is one example of how a mock-up on a large project might be specified. When deciding on the extent of the mock-up, consider all the major different types of work on the project. |
| |
| | | D. | Mock-Up: Provide a mock-up for evaluation of surface preparation techniques and application workmanship. |
| | | | 1. | Finish areas designated by Architect. |
| | | | 2. | Do not proceed with remaining work until workmanship, color, and sheen are approved by Architect. |
| | | | 3. | Refinish mock-up area as required to produce acceptable work. Mock-up may become part of the finished installation. |
| |
| | 1.8 | DELIVERY, STORAGE, AND HANDLING |
| |
| | | A. | Deliver materials to job site properly packaged to provide protection against transportation damage. |
| |
| | | B. | Exercise extreme care in unloading, storing and installing metal panel system to prevent bending, warping, twisting and surface damage. |
| |
| | | C. | Store all material and accessories above ground on well supported platforms. Store under waterproof covering. Provide proper ventilation of metal panel system to prevent condensation build-up between each panel or trim/flashing component. |
| |
| | | D. | Store products in manufacturer's unopened packaging until ready for installation. |
| |
| | 1.9 | PROJECT CONDITIONS |
| |
| | | A. | Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits. |
| |
| | 1.10 | WARRANTY |
| |
| | | A. | Finish Warranty: Manufacturer warrants that under normal outdoor atmospheric conditions the roof and wall panels will meet the following requirements: |
| | ** NOTE TO SPECIFIER ** Delete types not required. |
| | | | 1. | MS Colorfast 45: |
| | | | | a. | The paint film will not crack, flake, chip or peel for a period of 45 years. |
| | | | | b. | The paint will not chalk in excess of number 8 rating on vertical applications or number 7 rating on non-vertical applications for a period of 30 years. |
| | | | | c. | The paint will not fade in excess of 5 NBS Units on vertical applications or 6 NBS Units on non-vertical applications for a period of 30 years. |
| | | | 2. | Fluorocarbon (PVDF): |
| | | | | a. | The paint film will not crack, flake, chip or peel for a period of 45 years. |
| | | | | b. | The paint will not chalk in excess of number 8 rating for a period of 35 years. |
| | | | | c. | The paint will not fade in excess of 5 NBS Units for a period of 35 years. |
| | | | 3. | MS Strongcoat 45: |
| | | | | a. | The paint film will not crack, flake, chip or peel for a period of 45 years. |
| | | | | b. | The paint will not chalk in excess of number 8 rating on vertical applications or number 7 rating on non-vertical applications for a period of 30 years. |
| | | | | c. | The paint will not fade in excess of 5 NBS Units on vertical applications or 6 NBS Units on non-vertical applications for a period of 30 years. |
| | | | 4. | VersaRib: |
| | | | | a. | The paint film will not crack, flake, chip or peel for a period of 20 years. |
| | | | | b. | The paint will not chalk in excess of number 6 rating on vertical applications for a period of 10 years or number 5 rating on non-vertical applications for a period of 5 years. |
| | | | | c. | The paint will not fade in excess of 6 NBS Units on vertical applications for a period of 10 years or 5 NBS Units on non-vertical applications for a period of 5 years. |
| | ** NOTE TO SPECIFIER ** Delete if galvalume not used. |
| |
| | | B. | Galvalume Warranty: Galvalume will not rupture, fail structurally or perforate within a period of 25 years and 6 months from shipment from the manufacturing branch. |
| | ** NOTE TO SPECIFIER ** Delete if weathertightness warranty is not required for roofing. Weathertightness warranty is only applicable to Magna-Loc, Seam-Loc, Snap-Loc, Vertical Seam, and Clip-Loc panels. |
| |
| | | C. | Roofing Weathertightness Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace metal roof panel assemblies that fail to remain weather tight, including leaks, within specified warranty period |
| | ** NOTE TO SPECIFIER ** Delete time periods not required. |
| | | | 1. | 5 years from date of substantial completion. |
| | | | 2. | 10 years from date of substantial completion. |
| | | | 3. | 20 years from date of substantial completion. |
| | ** NOTE TO SPECIFIER ** Delete warranty scope not required. |
| | | | 4. | Sidelap only warranty. |
| | | | 5. | Full system warranty. |
| |
| | PART 2 | PRODUCTS |
| |
| | 2.1 | MANUFACTURERS |
| |
| | | A. | Acceptable Manufacturer: Metal Sales Mfg. Corp., which is located at: 545 S. 3rd St. Suite 200 ; Louisville, KY 40202; Toll Free Tel: 800-406-7387; Tel: 502-855-4341; Fax: 502-855-4290; Email: request info; Web: www.metalsales.us.com |
| | ** NOTE TO SPECIFIER ** Delete all but one of the following regional branches. |
| | | | 1. | Metal Sales - Longmont, CO, 7990 E. Interstate - 25 Frontage Road, Longmont, CO 80504, Toll Free Tel: 800-289-7663, Tel: 303-702-5440, Toll Free Fax: 800-289-1617 |
| | | | 2. | Metal Sales - Jacksonville, FL, 7110 Stuart Avenue, Jacksonville, FL 32254, Toll Free Tel: 800-394-4419, Tel: 904-783-3660, Toll Free Fax: 800-413-3292 Fax:904-783-9175 |
| | | | 3. | Metal Sales - Jefferson, OH, 352 E. Erie, Jefferson, OH 44047, Toll Free Tel: 800-321-5833, Tel: 440-576-9070, Toll Free Fax: 800-223-5719 Fax: 440-576-9242 |
| | | | 4. | Metal Sales - Independence, MO, 1306 S. Powell Road, Independence, MO 64057 Toll Free Tel: 800-747-0012, Tel: 816-796-0933, Fax: 816-796-0906 |
| | | | 5. | Metal Sales - Sellersburg, IN, 7800 State Road 60, Sellersburg, IN 47172 Toll Free Tel: 800-999-7777, Tel: 812-246-1866, Toll Free Fax: 800-477-9318 Fax: 812-246-0893 |
| | | | 6. | Metal Sales - Rogers, MN, 22651 Industrial Boulevard, Rogers, MN 55374 Toll Free Tel: 800-328-9316, Tel: 763-428-8080, Toll Free Fax: 800-938-9119 Fax: 763-428-8525 |
| | | | 7. | Metal Sales - Antioch, TN, 4314 Hurricane Creek, Boulevard, Antioch, TN 37013 Toll Free Tel: 800-251-8508, Tel: 615-641-7100, Toll Free Fax: 800-419-4372 Fax: 615-641-7118 |
| | | | 8. | Metal Sales - Spokane, WA, East 2727 Trent Avenue, Spokane, WA 99202 Toll Free Tel: 800-572-6565, Tel: 509-536-6000, Fax: 509-534-4427 |
| | | | 9. | Metal Sales - Kent, WA, 20213 84th Avenue South, Kent, WA 98032 Toll Free Tel: 800-742-7900 (inside WA), Toll Free Tel: 800-431-3470 (outside WA) Tel: 253-872-5750, Fax: 253-872-2008 |
| | | | 10. | Metal Sales - New Albany, IN, 999 Park Place, New Albany, IN 47150 Toll Free Tel: 800-640-0976, Tel: 812-944-2733, Fax: 812-944-1418 |
| | | | 11. | Metal Sales - Rock Island, IL, 8111 29th Street West, Rock Island, IL 61201 Toll Free Tel: 800-747-1206, Tel: 309-787-1200, Fax: 309-787-1833 |
| | | | 12. | Metal Sales - Orwigsburg, PA, 29 Pinedale Industrial Road, Deer Lake Industrial Park Orwigsburg, PA 17961, Toll Free Tel: 800-544-2577, Tel: 570-366-2020 Toll Free Fax: 800-544-2574, Fax: 570-366-1648 |
| | | | 13. | Metal Sales - Temple, TX, 3838 North General Bruce Drive, Temple, TX 76501-6505 Toll Free Tel: 800-543-4415, Tel: 254-791-6650, Toll Free Fax: 800-543-4473 Fax: 254-791-6655 |
| | | | 14. | Metal Sales - Woodland, CA, 1326 Paddock Place, Woodland, CA 95776 Toll Free Tel: 800-759-6019, Tel: 530-668-5690, Fax: 530-668-0901 |
| | | | 15. | Metal Sales - Fontana, CA, 14213 Whittram Avenue, Fontana, CA 92335 Toll Free Tel: 800-782-7953, Tel: 909-829-8618, Fax: 909-829-9083 |
| | | | 16. | Metal Sales - Anchorage, AK, 4625 Old Seward Highway, Anchorage, AK 99503 Toll Free Tel: 866-640-7663, Tel: 907-646-7663, Fax: 907-646-7664 |
| | | | 17. | Metal Sales - Bay City, MI, 5209 Mackinaw Road, Bay City, MI 48706 Toll Free Tel: 888-777-7640, Tel: 989-686-5879, Toll Free Fax: 888-777-0112 Fax: 989-686-5870 |
| | | | 18. | Metal Sales - Detroit Lakes, MN, 1435 Egret Avenue, Detroit Lakes, MN 56501 Toll Free Tel: 888-594-1394, Tel: 218-847-2988, Toll Free Fax: 888-594-1454 Fax: 218-847-4835 |
| | | | 19. | Metal Sales - Mocksville, NC, 188 Quality Way, Southpoint Business Park Mocksville, NC 27028, Toll Free Tel: 800-228-6119, Tel: 336-751-6381 Toll Free Fax: 800-228-7916, Fax: 336-751-6301 |
| | ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs; coordinate with requirements of Division 1 section on product options and substitutions. |
| |
| | | B. | Substitutions: Not permitted. |
| |
| | | C. | Requests for substitutions will be considered in accordance with provisions of Section 01600. |
| | ** NOTE TO SPECIFIER ** Delete if not required. |
| |
| | 2.2 | STRUCTURAL STANDING SEAM ROOF SYSTEM |
| | ** NOTE TO SPECIFIER ** Commercial, industrial and architectural class. The minimum recommended slope for any Magna-Loc roof panel is 1/2:12, where valley conditions exist the recommended minimum slope is 3:12. Magna-Loc is designed to be utilized over open structural framing, but can easily be used with a solid substrate. Satisfies FM 1-90, UL-580, ASTM E 1592, ASTM E 1645, ASTM E 1680, UL-790, UL-2218, and is Florida Building Code Approved. Delete if not required. |
| |
| | | A. | Design and engineering is based on the Magna-Loc roof panel system as manufactured by Metal Sales Manufacturing Corporation. |
| | ** NOTE TO SPECIFIER ** Delete profile not required. |
| | | | 1. | Profile: 16 inch (406 mm) width with a 2 inch (51 mm) rib height. |
| | | | 2. | Profile: 18 inch (457 mm) width with a 2 inch (51 mm) rib height. |
| | ** NOTE TO SPECIFIER ** Delete seam type not required. |
| | | | 3. | Seam Type: Mechanically seamed, 90 degree. |
| | | | 4. | Seam Type: Mechanically seamed, 180 degree. |
| | ** NOTE TO SPECIFIER ** Delete textures not required. |
| | | | 5. | Texture: Flat. |
| | | | 6. | Texture: Striated. |
| | | | 7. | Texture: Pencil rib. |
| | ** NOTE TO SPECIFIER ** Delete clip types not required. |
| | | | 8. | Clip Type: Utility, fixed, 2-1/8 inches (54 mm) tall. |
| | | | 9. | Clip Type: Low, fixed, 2-3/8 inches (60 mm) tall. |
| | | | 10. | Clip Type: Low, floating, 2-3/8 inches (60 mm) tall. |
| | | | 11. | Clip Type: High, floating, 3-3/8 inches (86 mm) tall. |
| | ** NOTE TO SPECIFIER ** Delete gauge not required. |
| | | | 12. | Minimum Thickness: Panel to meet all specified design loads, but not less than 24 gauge (0.024 inches, 0.607 mm). |
| | | | 13. | Minimum Thickness: Panel to meet all specified design loads, but not less than 22 gauge (0.030 inches, 0.759 mm). |
| | | | 14. | Fastening System: Concealed, floating or fixed clip. |
| | | | 15. | Panel Base Material: Steel grade 50, per ASTM A 792. |
| | ** NOTE TO SPECIFIER ** Delete all but one of the following finishes. |
| | | | 16. | Finish: Acrylic Coated Galvalume (ACG) / ASTM A 792 - AZ55. |
| | | | 17. | Finish: Prepainted Galvalume / ASTM A 792 - AZ50, Fluorocarbon (PVDF). Primer is 0.2 mil, top coat is 0.8 mil, total dry film thickness is 1.0 mil. |
| | ** NOTE TO SPECIFIER **1.5 mil custom multi-pass Kynar finish is not available in metallic colors. |
| | | | 18. | Finish: Custom, multi-pass Kynar. Primer is 0.2 mil, topcoat is 0.8 mil, clear coat is 0.5 mil, total dry film thickness is 1.5 mil. |
| | | | 19. | Finish: Custom, multi-pass Kynar. Primer is 0.8 mil, topcoat is 0.8 mil, clear coat is 0.8 mil, total dry film thickness is 2.4 mil. |
| | ** NOTE TO SPECIFIER ** Custom finishes are available, fill in thicknesses below. |
| | | | 20. | Finish: Custom, multi-pass Kynar. Primer is ___ mil, topcoat is ___ mil, clear coat is ___ mil, total dry film thickness is ___ mil. |
| | ** NOTE TO SPECIFIER ** Provide color based on gauge of metal and finish type. Refer to manufacturer's literature. |
| | | | 21. | Color: Standard, Stocked. |
| | | | 22. | Color: Custom. |
| | ** NOTE TO SPECIFIER ** Commercial and industrial class. The minimum recommended slope for any Seam-Loc® 24 roof panel is 1/4:12. Seam-Loc® 24 is designed to be utilized over open structural framing, but can easily be used with a solid substrate. Satisfies UL 580, ASTM E 1592, ASTM E 331, ASTM E 283, UL 2218, UL 790, UL 263 and is Florida Building Code Approved. Delete if not required. |
| |
| | | B. | Design and engineering is based on the Seam-Loc 24 roof panel system as manufactured by Metal Sales Manufacturing Corporation. |
| | ** NOTE TO SPECIFIER ** Delete profile not required. |
| | | | 1. | Profile: 24 inch (610 mm) width with a 2-11/16 inch (68 mm) rib height. |
| | | | 2. | Profile: 18 inch (457 mm) width with a 2-11/16 inch (68 mm) rib height. |
| | | | 3. | Seam Type: Mechanically seamed. |
| | ** NOTE TO SPECIFIER ** Delete clip types not required. |
| | | | 4. | Clip Type: Utility, floating, 2-5/8 inches (67 mm) tall. |
| | | | 5. | Clip Type: Low, floating, 3-1/8 inches (79 mm) tall. |
| | | | 6. | Clip Type: High, floating, 4-1/8 inches (104 mm) tall. |
| | ** NOTE TO SPECIFIER ** Delete gauge not required. |
| | | | 7. | Minimum Thickness: Panel to meet all specified design loads, but not less than 24 gauge (0.024 inches, 0.607 mm). |
| | | | 8. | Minimum Thickness: Panel to meet all specified design loads, but not less than 22 gauge (0.030 inches, 0.759 mm). |
| | | | 9. | Fastening System: Concealed, floating clip. |
| | | | 10. | Panel Base Material: Steel grade 50, per ASTM A 792. |
| | ** NOTE TO SPECIFIER ** Delete all but one of the following finishes. |
| | | | 11. | Finish: Acrylic Coated Galvalume (ACG) / ASTM A 792 - AZ55. |
| | | | 12. | Finish: Prepainted Galvalume / ASTM A 792 - AZ50, Fluorocarbon (PVDF). Primer is 0.2 mil, top coat is 0.8 mil, total dry film thickness is 1.0 mil. |
| | ** NOTE TO SPECIFIER **1.5 mil custom multi-pass Kynar finish is not available in metallic colors. |
| | | | 13. | Finish: Custom, multi-pass Kynar. Primer is 0.2 mil, topcoat is 0.8 mil, clear coat is 0.5 mil, total dry film thickness is 1.5 mil. |
| | | | 14. | Finish: Custom, multi-pass Kynar. Primer is 0.8 mil, topcoat is 0.8 mil, clear coat is 0.8 mil, total dry film thickness is 2.4 mil. |
| | ** NOTE TO SPECIFIER ** Custom finishes are available, fill in thicknesses below. |
| | | | 15. | Finish: Custom, multi-pass Kynar. Primer is ___ mil, topcoat is ___ mil, clear coat is ___ mil, total dry film thickness is ___ mil. |
| | ** NOTE TO SPECIFIER ** Provide color based on gauge of metal and finish type. Refer to manufacturer's literature. |
| | | | 16. | Color: Standard, Stocked. |
| | | | 17. | Color: Custom. |
| | ** NOTE TO SPECIFIER ** Commercial and industrial class. The minimum recommended slope for any Snap-Loc 24 roof panel is 1/4:12. Snap-Loc 24 is designed to be utilized over open structural framing, but can easily be used with a solid substrate. Satisfies UL 580, ASTM E 1592, ASTM E 330, ASTM E 1648, UL 1680, UL 2218, UL 263, UL 790. Delete if not required. |
| |
| | | C. | Design and engineering is based on the Snap-Loc 24 roof panel system as manufactured by Metal Sales Manufacturing Corporation. |
| | | | 1. | Profile: 24 inch (610 mm) width with a 3 inch (76 mm) rib height. |
| | | | 2. | Seam Type: Interlock/snap together. |
| | ** NOTE TO SPECIFIER ** Delete clip types not required. |
| | | | 3. | Clip Type: Low, fixed, 3-1/4 inches (82 mm) tall. |
| | | | 4. | Clip Type: High, fixed, 4-1/4 inches (108 mm) tall. |
| | | | 5. | Clip Type: Low, floating, 3-1/4 inches (82 mm) tall. |
| | | | 6. | Clip Type: High, floating, 4-1/4 inches (108 mm) tall. |
| | ** NOTE TO SPECIFIER ** Delete gauge not required. |
| | | | 7. | Minimum Thickness: Panel to meet all specified design loads, but not less than 24 gauge (0.024 inches, 0.607 mm). |
| | | | 8. | Minimum Thickness: Panel to meet all specified design loads, but not less than 22 gauge (0.030 inches, 0.759 mm). |
| | | | 9. | Fastening System: Concealed, floating or fixed clip. |
| | | | 10. | Panel Base Material: Steel grade 50, per ASTM A 792. |
| | ** NOTE TO SPECIFIER ** Delete all but one of the following finishes. |
| | | | 11. | Finish: Acrylic Coated Galvalume (ACG) / ASTM A 792 - AZ55. |
| | | | 12. | Finish: Prepainted Galvalume / ASTM A 792 - AZ50, Fluorocarbon (PVDF). Primer is 0.2 mil, top coat is 0.8 mil, total dry film thickness is 1.0 mil. |
| | ** NOTE TO SPECIFIER **1.5 mil custom multi-pass Kynar finish is not available in metallic colors. |
| | | | 13. | Finish: Custom, multi-pass Kynar. Primer is 0.2 mil, topcoat is 0.8 mil, clear coat is 0.5 mil, total dry film thickness is 1.5 mil. |
| | | | 14. | Finish: Custom, multi-pass Kynar. Primer is 0.8 mil, topcoat is 0.8 mil, clear coat is 0.8 mil, total dry film thickness is 2.4 mil. |
| | ** NOTE TO SPECIFIER ** Custom finishes are available, fill in thicknesses below. |
| | | | 15. | Finish: Custom, multi-pass Kynar. Primer is ___ mil, topcoat is ___ mil, clear coat is ___ mil, total dry film thickness is ___ mil. |
| | ** NOTE TO SPECIFIER ** Provide color based on gauge of metal and finish type. Refer to manufacturer's literature. |
| | | | 16. | Color: Standard, Stocked. |
| | | | 17. | Color: Custom. |
| | ** NOTE TO SPECIFIER ** Commercial, architectural and residential class. The minimum recommended slope for any Vertical Seam roof panel is 3:12. Vertical Seam is designed to be utilized over solid substrate, but can easily be used over an open structural framing. Satisfies UL 580, ASTM E 1592, ASTM E 1646, ASTM E 1680, UL 790, UL 2218 and UL 263 Miami-Dade County. Delete if not required. |
| |
| | | D. | Design and engineering is based on the Vertical Seam roof panel system as manufactured by Metal Sales Manufacturing Corporation. |
| | ** NOTE TO SPECIFIER ** Delete profile not required. |
| | | | 1. | Profile: 12 inch (305 mm) width with a 1-3/4 inch (44 mm) rib height. |
| | | | 2. | Profile: 16 inch (406 mm) width with a 1-3/4 inch (44 mm) rib height. |
| | | | 3. | Profile: 18 inch (457 mm) width with a 1-3/4 inch (44 mm) rib height. |
| | | | 4. | Seam Type: Interlock/snap together. |
| | ** NOTE TO SPECIFIER ** Delete "Plus" batten cap with spider clip if not required. |
| | | | 5. | Wide Batten Cap: Provide Vertical Seam Plus batten cap with supporting spider clip. |
| | ** NOTE TO SPECIFIER ** Delete texture not required. |
| | | | 6. | Texture: Flat. |
| | | | 7. | Texture: Striated. |
| | ** NOTE TO SPECIFIER ** Delete gauge not required. |
| | | | 8. | Minimum Thickness: Panel to meet all specified design loads, but not less than 26 gauge (0.018 inches, 0.455 mm). |
| | | | 9. | Minimum Thickness: Panel to meet all specified design loads, but not less than 24 gauge (0.024 inches, 0.607 mm). |
| | | | 10. | Minimum Thickness: Panel to meet all specified design loads, but not less than 22 gauge (0.030 inches, 0.759 mm). |
| | | | 11. | Fastening System: Concealed clip. |
| | | | 12. | Panel Base Material: Steel grade 50, per ASTM A 792. |
| | ** NOTE TO SPECIFIER ** Delete all but one of the following finishes. |
| | | | 13. | Finish: Acrylic Coated Galvalume (ACG) / ASTM A 792 - AZ55. |
| | | | 14. | Finish: Prepainted Galvalume / ASTM A 792 - AZ50, Fluorocarbon (PVDF). Primer is 0.2 mil, top coat is 0.8 mil, total dry film thickness is 1.0 mil. |
| | ** NOTE TO SPECIFIER ** Finish available for residential only. Delete finish not required. |
| | | | 15. | Finish: Prepainted Galvalume / ASTM A 792 - AZ50, MS Colorfast45. Primer is 0.2 mil, top coat is 0.8 mil, total dry film thickness is 1.0 mil. |
| | ** NOTE TO SPECIFIER **1.5 mil custom multi-pass Kynar finish is not available in metallic colors. |
| | | | 16. | Finish: Custom, multi-pass Kynar. Primer is 0.2 mil, topcoat is 0.8 mil, clear coat is 0.5 mil, total dry film thickness is 1.5 mil. |
| | | | 17. | Finish: Custom, multi-pass Kynar. Primer is 0.8 mil, topcoat is 0.8 mil, clear coat is 0.8 mil, total dry film thickness is 2.4 mil. |
| | ** NOTE TO SPECIFIER ** Custom finishes are available, fill in thicknesses below. |
| | | | 18. | Finish: Custom, multi-pass Kynar. Primer is ___ mil, topcoat is ___ mil, clear coat is ___ mil, total dry film thickness is ___ mil. |
| | ** NOTE TO SPECIFIER ** Provide color based on gauge of metal and finish type. Refer to manufacturer's literature. |
| | | | 19. | Color: Standard, Stocked. |
| | | | 20. | Color: Custom. |
| | ** NOTE TO SPECIFIER ** Commercial and industrial class. The minimum recommended slope for any Clip-Loc roof panel is 1:12. Clip-Loc is designed to be utilized over open structural framing, but can easily be used with a solid substrate. Satisfies UL 580, ASTM E 1592, ASTM E 1646, ASTM E 1680, UL 2218, UL 790, UL 263, UL 1897, AISI Diaphragm. Delete if not required. |
| |
| | | E. | Design and engineering is based on the Clip-Loc roof panel system as manufactured by Metal Sales Manufacturing Corporation. |
| | | | 1. | Profile: 16 inch (406 mm) width with a 1-5/8 inch (41 mm) rib height. |
| | | | 2. | Seam Type: Interlock/snap together. |
| | ** NOTE TO SPECIFIER ** Delete gauge not required. |
| | | | 3. | Minimum Thickness: Panel to meet all specified design loads, but not less than 24 gauge (0.024 inches, 0.607 mm). |
| | | | 4. | Minimum Thickness: Panel to meet all specified design loads, but not less than 22 gauge (0.030 inches, 0.759 mm). |
| | | | 5. | Fastening System: Concealed clip. |
| | | | 6. | Panel Base Material: Steel grade 50, per ASTM A 792. |
| | ** NOTE TO SPECIFIER ** Delete all but one of the following finishes. |
| | | | 7. | Finish: Acrylic Coated Galvalume (ACG) / ASTM A 792 - AZ55. |
| | | | 8. | Finish: Prepainted Galvalume / ASTM A 792 - AZ50, Fluorocarbon (PVDF). Primer is 0.2 mil, top coat is 0.8 mil, total dry film thickness is 1.0 mil. |
| | ** NOTE TO SPECIFIER **1.5 mil custom multi-pass Kynar finish is not available in metallic colors. |
| | | | 9. | Finish: Custom, multi-pass Kynar. Primer is 0.2 mil, topcoat is 0.8 mil, clear coat is 0.5 mil, total dry film thickness is 1.5 mil. |
| | | | 10. | Finish: Custom, multi-pass Kynar. Primer is 0.8 mil, topcoat is 0.8 mil, clear coat is 0.8 mil, total dry film thickness is 2.4 mil. |
| | ** NOTE TO SPECIFIER ** Custom finishes are available, fill in thicknesses below. |
| | | | 11. | Finish: Custom, multi-pass Kynar. Primer is ___ mil, topcoat is ___ mil, clear coat is ___ mil, total dry film thickness is ___ mil. |
| | ** NOTE TO SPECIFIER ** Provide color based on gauge of metal and finish type. Refer to manufacturer's literature. |
| | | | 12. | Color: Standard, Stocked. |
| | | | 13. | Color: Custom. |
| |
| | 2.3 | ARCHITECTURAL ROOF SYSTEMS |
| | ** NOTE TO SPECIFIER ** Architectural and residential class. The minimum recommended slope for any Pro-Loc roof panel is 3:12. The recommended substrate is 5/8" plywood with a 30 pound felt moisture barrier. To avoid panel distortion, use a properly aligned and uniform substructure. Please note that Pro-Loc panels are not recommended for use over open framing. Satisfies UL-580 (CCS Only), ASTM E 1592 (15" Only), UL 790, UL 2218 and UL 263. Delete if not required. |
| |
| | | A. | Design and engineering is based on the Pro-Loc panel system as manufactured by Metal Sales Manufacturing Corporation. |
| | ** NOTE TO SPECIFIER ** Delete profile not required. |
| | | | 1. | Application: Roof panel system. |
| | | | 2. | Application: Wall panel system. |
| | | | 3. | Profile (Pro-Loc I): 12 inch (305 mm) width with a 1-9/16 inch (40 mm) rib height. Square batten. |
| | | | 4. | Profile (Pro-Loc II): 12 inch (305 mm) width with a 1-15/16 inch (40 mm) rib height. Pyramid batten. |
| | | | 5. | Seam Type: Interlock/snap together. |
| | ** NOTE TO SPECIFIER ** Delete gauge not required. |
| | | | 6. | Minimum Thickness: Panel to meet all specified design loads, but not less than 26 gauge (0.018 inches, 0.455 mm). |
| | | | 7. | Minimum Thickness: Panel to meet all specified design loads, but not less than 24 gauge (0.024 inches, 0.607 mm). |
| | | | 8. | Fastening System: Concealed Clip System (CCS). |
| | | | 9. | Panel Base Material: Steel grade 50, per ASTM A 792. |
| | ** NOTE TO SPECIFIER ** Delete finish not required. |
| | | | 10. | Finish: Acrylic Coated Galvalume (ACG) / ASTM A 792 - AZ55. |
| | | | 11. | Finish: Prepainted Galvalume / ASTM A 792 - AZ50, MS Colorfast45. Primer is 0.2 mil, top coat is 0.8 mil, total dry film thickness is 1.0 mil. |
| | | | 12. | Finish: Prepainted Galvalume / ASTM A 792 - AZ50, Fluorocarbon (PVDF). Primer is 0.2 mil, top coat is 0.8 mil, total dry film thickness is 1.0 mil. |
| | ** NOTE TO SPECIFIER **1.5 mil custom multi-pass Kynar finish is not available in metallic colors. |
| | | | 13. | Finish: Custom, multi-pass Kynar. Primer is 0.2 mil, topcoat is 0.8 mil, clear coat is 0.5 mil, total dry film thickness is 1.5 mil. |
| | | | 14. | Finish: Custom, multi-pass Kynar. Primer is 0.8 mil, topcoat is 0.8 mil, clear coat is 0.8 mil, total dry film thickness is 2.4 mil. |
| | ** NOTE TO SPECIFIER ** Custom finishes are available, fill in thicknesses below. |
| | | | 15. | Finish: Custom, multi-pass Kynar. Primer is ___ mil, topcoat is ___ mil, clear coat is ___ mil, total dry film thickness is ___ mil. |
| | ** NOTE TO SPECIFIER ** Provide color based on gauge of metal and finish type. Refer to manufacturer's literature. |
| | | | 16. | Color: Standard, Stocked. |
| | | | 17. | Color: Custom. |
| | ** NOTE TO SPECIFIER ** Architectural and residential class. The minimum recommended slope for any Mini/Maxi-Batten roof panel is 3:12. The recommended substrate is 5/8" plywood with a 30 pound felt moisture barrier. To avoid panel distortion, use a properly aligned and uniform substructure. Please note that Mini/Maxi-Batten panels are not recommended for use over open framing. Satisfies UL 580, ASTM E 1592 (1" Mini-Batten only), UL 2218, UL 790, UL 263. Minimum curve of batten panels is 4'-0" radius. Delete if not required. |
| |
| | | B. | Design and engineering is based on the Mini/Maxi Batten roof panel system as manufactured by Metal Sales Manufacturing Corporation. |
| | ** NOTE TO SPECIFIER ** Delete profile not required. |
| | | | 1. | Profile (Mini-Batten): 12 inch (305 mm) width with a 1 inch (25 mm) rib height. |
| | | | 2. | Profile (Mini-Batten): 16 inch (406 mm) width with a 1 inch (25 mm) rib height. |
| | | | 3. | Profile (Mini-Batten): 18 inch (457 mm) width with a 1 inch (25 mm) rib height. |
| | | | 4. | Profile (Mini-Batten): 12 inch (305 mm) width with a 1-1/2 inch (38 mm) rib height. |
| | | | 5. | Profile (Mini-Batten): 16 inch (406 mm) width with a 1-1/2 inch 38 mm) rib height. |
| | | | 6. | Profile (Mini-Batten): 18 inch (457 mm) width with a 1-1/2 inch (38 mm) rib height. |
| | | | 7. | Profile (Maxi-Batten): 12 inch (305 mm) width with a 1-7/8 inch (48 mm) rib height. |
| | | | 8. | Profile (Maxi-Batten): 16 inch (406 mm) width with a 1-7/8 inch (48 mm) rib height. |
| | | | 9. | Profile (Maxi-Batten): 18 inch (457 mm) width with a 1-7/8 inch (48 mm) rib height. |
| | | | 10. | Seam Type: Interlock/snap together batten. |
| | ** NOTE TO SPECIFIER ** Delete gauge not required. |
| | | | 11. | Minimum Thickness: Panel to meet all specified design loads, but not less than 26 gauge (0.018 inches, 0.455 mm). |
| | | | 12. | Minimum Thickness: Panel to meet all specified design loads, but not less than 24 gauge (0.024 inches, 0.607 mm). |
| | | | 13. | Fastening System: Concealed clip. |
| | | | 14. | Panel Base Material: Steel grade 50, per ASTM A 792. |
| | ** NOTE TO SPECIFIER ** Delete finish not required. |
| | | | 15. | Finish: Acrylic Coated Galvalume (ACG) / ASTM A 792 - AZ55. |
| | | | 16. | Finish: Prepainted Galvalume / ASTM A 792 - AZ50, MS Colorfast45. Primer is 0.2 mil, top coat is 0.8 mil, total dry film thickness is 1.0 mil. |
| | | | 17. | Finish: Prepainted Galvalume / ASTM A 792 - AZ50, Fluorocarbon (PVDF). Primer is 0.2 mil, top coat is 0.8 mil, total dry film thickness is 1.0 mil. |
| | ** NOTE TO SPECIFIER **1.5 mil custom multi-pass Kynar finish is not available in metallic colors. |
| | | | 18. | Finish: Custom, multi-pass Kynar. Primer is 0.2 mil, topcoat is 0.8 mil, clear coat is 0.5 mil, total dry film thickness is 1.5 mil. |
| | | | 19. | Finish: Custom, multi-pass Kynar. Primer is 0.8 mil, topcoat is 0.8 mil, clear coat is 0.8 mil, total dry film thickness is 2.4 mil. |
| | ** NOTE TO SPECIFIER ** Custom finishes are available, fill in thicknesses below. |
| | | | 20. | Finish: Custom, multi-pass Kynar. Primer is ___ mil, topcoat is ___ mil, clear coat is ___ mil, total dry film thickness is ___ mil. |
| | * NOTE TO SPECIFIER ** Provide color based on gauge of metal and finish type. Refer to manufacturer's literature. |
| | | | 21. | Color: Standard, Stocked. |
| | | | 22. | Color: Custom. |
| | ** NOTE TO SPECIFIER ** Architectural and residential class. The minimum recommended slope for any Stile roof panel is 3:12. The recommended substrate is 5/8" plywood with a 30 pound felt moisture barrier. To avoid panel distortion, use a properly aligned and uniform substructure. Satisfies UL 580, UL 790, UL 263, UL 2218, Miami-Dade County. Delete if not required. |
| |
| | | C. | Design and engineering is based on the Stile roof panel system as manufactured by Metal Sales Manufacturing Corporation. |
| | | | 1. | Profile: 39.4 inch (1000 mm) width in 12 inch (305 mm) exposed tile profile. |
| | | | 2. | Seam Type: Overlap. |
| | | | 3. | Minimum Thickness: Panel to meet all specified design loads, but not less than 26 gauge (0.018 inches, 0.455 mm). |
| | | | 4. | Fastening System: Exposed, direct fastened. |
| | | | 5. | Panel Base Material: Steel grade LFQ, per ASTM A 653. |
| &nbs |