METAL WALL PANELS 07 42 13 - McElroy Metal
METAL WALL PANELS 07 42 13 - McElroy Metal
METAL WALL PANELS 07 42 13 - McElroy Metal
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<strong>METAL</strong> <strong>WALL</strong> <strong>PANELS</strong> <strong>07</strong> <strong>42</strong> <strong>13</strong><br />
®<br />
<strong>McElroy</strong> <strong>Metal</strong>, Inc.<br />
TABLE 5 COMPOSITION & MATERIALS, PHYSICAL PROPERTIES<br />
Panel Type 5V-Crimp Mega-Rib Mini-Rib Multi-Cor M-Cor<br />
Uplift resistance, UL 580 Class 90 Class 90 - - -<br />
Impact resistance, UL 2218 Class 4 Class 4 - Class 4 Class 4<br />
Fire resistance, UL 790 (ASTM E108 and NFPA 256) Class A Class A - Class A Class A<br />
Gage 26, 29 26, 24, 22 24, 26, 29 24, 26, 29 24, 26, 29<br />
Panel width 24" (610 mm) 36" (914 mm) 36" (914 mm) 32" (8<strong>13</strong> mm) 37.38" (949 mm)<br />
Rib depth 7/16" (11 mm) 1 1/2" (38 mm) 3/8" (9.5 mm) 7/8" (22.2 mm) 1/2" (12.7 mm)<br />
Rib spacing 12" (305 mm) 7.2" (183 mm) 3" (76 mm) 2.67" (68 mm) 2.67" (68 mm)<br />
Warranty Limited Limited Limited Limited Limited<br />
Approvals<br />
ICC-ES Evaluation Report ER-5896, minimum gage - 24 - - -<br />
UL Construction #244, minimum gage - 26 - - -<br />
2004 Florida State Building Code, structural, minimum gage - 26 - - -<br />
2004 Florida State Building Code, nonstructural, minimum gage 26 26 - - -<br />
Miami-Dade Notice of Acceptance,<br />
(NOA) #<strong>07</strong>-1219.<strong>13</strong>, Expires 20<strong>13</strong>, minimum gage 26 - - - -<br />
Texas Department of Insurance<br />
Windstorm Approval, minimum gage 29 - - - -<br />
Panel Type Multi-Rib Multi-V R-Panel U-Panel Mesa<br />
Uplift resistance, UL 580 Class 90 - Class 90 - -<br />
Impact resistance, UL 2218 Class 4 - Class 4 Class 4 -<br />
Fire resistance, UL 790 (ASTM E108 and NFPA 256) - - Class A Class A -<br />
Gage 24, 26 24, 26 24, 26, 26 PB 24, 26, 29 24, 26, 29<br />
Panel width 36" (914 mm) 35.5" (902 mm) 36" (914 mm) 36" (914 mm) 36" (914 mm)<br />
Rib depth 1 3/16" (30 mm) 1 3/16” (30 mm) 1 1/4" (32 mm) 47/64" (19 mm) 3/4" (19.1 mm)<br />
Rib spacing 12" (305 mm) 12" (305 mm) 12" (305 mm) 6" (152 mm) 9" (229 mm)<br />
Warranty Limited Limited Limited Limited Limited<br />
Approvals<br />
ICC-ES Evaluation Report ER-5896, minimum gage - - - - -<br />
UL Construction #244, minimum gage - - - - -<br />
2004 Florida State Building Code, structural, minimum gage 26 - 26 26 -<br />
2004 Florida State Building Code, nonstructural, minimum gage 26 - 26 - -<br />
Miami-Dade Notice of Acceptance,<br />
(NOA) #<strong>07</strong>-1219.<strong>13</strong>, Expires 20<strong>13</strong>, minimum gage - - - - -<br />
Texas Department of Insurance -<br />
Windstorm Approval, minimum gage 26 - - - -<br />
Panel Type Max-Rib Ultra Max-Rib 100 Max-Rib II Max-Rib 60 Max-Rib Utility<br />
Uplift resistance, UL 580 Class 90 Class 90 Class 90 Class 90 Class 90<br />
Impact resistance, UL 2218 Class 4 Class 4 Class 4 Class 4 Class 4<br />
Fire resistance, UL 790 (ASTM E108 and NFPA 256) Class A Class A Class A Class A Class A<br />
Gage 29, 26, 24 29, 26 29, 26 29 29<br />
Panel width 36" (914 mm) 36" (914 mm) 36" (914 mm) 36" (914 mm) 36" (914 mm)<br />
Rib depth 3/4" (19.1 mm) 3/4" (19.1 mm) 3/4" (19.1 mm) 3/4" (19.1 mm) 3/4" (19.1 mm)<br />
Rib spacing, on center 9" (229 mm) 9" (229 mm) 9" (229 mm) 9" (229 mm) 9" (229 mm)<br />
Warranty<br />
Finish 40 years 30 years 30 years 30 years N/A<br />
Red rust 15 years 10 years 10 years 5 years N/A<br />
Design Requirements<br />
Fade resistance X - - - -<br />
Chalk resistance X - - - -<br />
Longevity X X X - -<br />
Gloss retention X - - - -<br />
Basic shade and shelter - - - X X<br />
Residential roofing X - - - -<br />
Corrosion resistance X X X - -<br />
Budget - - - X X<br />
Approvals<br />
2004 Florida State Building Code, structural, minimum gage 29 29 29 29 29<br />
2004 Florida State Building Code, nonstructural, minimum gage 29 29 29 29 29<br />
SPEC-DATA ª and MANU-SPEC ª are registered trademarks of Reed Elsevier Inc. The ten part SPEC-DATA format conforms to the editorial style<br />
of The Construction Specifications Institute and is used with their permission. The manufacturer is responsible for technical accuracy. ©2008 Reed Construction Dataª. All Rights Reserved.
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