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HomeMy WebLinkAboutPRODUCT APPROVAL METAL ROOFFlorida Budding Code Online,.-- �� Page 1 of 4 a �C/'9UtlNF1,i`` *t �'`i4,`��^,`,4�k4-i%-4.�`t •+`r c'��i'Ch 5£'` t�t c�?$',.`'i Fa .�. �i ." BY at>SHome I.Mm j UserRaiMapan ! li tropim i S&MMswdrarge -%tsar E wbr i feCStalE ; sasSte Mav I Lbws f search r.=�1 ONL ftAu&Anvroval Menu > Prndu& a aunitartton Search > M111C t gri tIs[ > ftPnotron ocuff FL # - . 0378-R1 .. Application Type Revision Code Version 1 2017 Application Status Approved Comments Archived I-f Product Manufacturer Extreme Metal Fabricators, LLC Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 fivalidation@yahoo.com Authorized Signature Richard McKuhen tivafldation@yahoo.com Technical Representative Richard McKuhen Address/Phone%Emal 2160 SW Poma Drive PalmCity, FL 34990 (7TL) 872-8034 rchard@emfab.net Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Rooting Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed - Florida Professional Engineer © Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence I riI« IN W= Iyi 1 IIT:-,I I PE-49704 Keystone Certifications, Inc. 04/2212024 Zachary R. Priest, P.E. Wi Validation Checklist - Hardeopy Received FL20378 RI COI FL 20378.1 NAILSTRIP 1.0 .032 ALUM sss.odf Referenced Standard and Year (of Standard) Standard Year TAS 12S 2003 UL 1897 2012 UL 580 2006 Equivalence of Product Standards Certified By Sections from,theCode httvJ/www flon&buildina.ors/nr/nr any dd.asnx?DWanT—wGEVXOwtDanaOi62flMZ8n5C._ 181201.8. 2160 SW Poma Drive Palm City, Fl. 34990 772) 872-8034 Compliant with Florida Building Code 201�7 (61h ed.) Compliant with Florida Product Approval Rule # 611320-3 Compliant: Keystone Certifications Product: 5 V Crimp 26GA Metal Roofing Panel Corrosion Resistant FBC Sec. 1507.4.3 Yield strength: 40ksi Steel Attached to min.15/32" plywood or Wood Deck w/ min. Attached 24" 0.42 specific gravity with screws. 24" Coverage Coverage Rib Height 3/8" Corrosion Resistant Compliant: FBC Sec. 1506, 1507 Fastener for Method 1 Attachment # 9-15 x 1"Hex Head w/EPDM Bonded Steel Washer to penetrate 3/16" thru wood decking Fastener for Method 2 Attachment # 9-15 x 1" Hex Head w/EPDM Bonded Steel Washer to penetrate 3/16" thru 15/32"min. plywood deck or 5/8" into wood plank Underlayment: To be compliant with FBC Sec.1507.1.1 Slope: Shall be in compliance with FBC Sec. 1507. Install Details: Table A Allowable Loads METHOD- 1 METHOD 2 FAMNER PLACEMENT DESIGN PRESSURE*-114.2S PSF METHoo i iN 'ue PEAKS ROW SPACING 1 _ ' 12" O.C. Mmoo 21N PANEL FLATS FASTENER SPACING 12" O.C. *SEE INSTALL DRAWINGS FASTENER SIZE: 9 #9 *ALLOWABLE DESIGN PRESSURE MARGIN OF 2 T01 Reference Data: HURRICANE TEST LAB #TST ID:1527 TAS 125-03 Test # 0223-0307-01; METHOD 1 (UL 1897-04') TAS 125-03 Test # 0223-0517-06, METHOD 2 EQUIVALENCY UL 1897-04 IS EQUIVALENT TO UL 1897-12 TEST STANDARD * DESIGN PRESSURE SAFETY MARIGIN 2:1 Certificate of Independence: Locke Bowden, P.E. does not have; not will acquire a financial -interest in any company manufacturing or distributinfproducts under this evaluation. �• ts� t a[ t I rAS# Locke Bowden, P.E. is not owned, operated, or controlled by any company, manufacturer, or distribugi6'f"o iclsp def•t�iiy, .� report. / `0m'''�`„� iqi=t•����'''� STATE OF rC7,. w gypp` •'[•[[::twill+'' Compliance Statement: These products herein evaluated have demonstrated compliance with the Florida Building Code 2017 6t' ed., with referenced documents submitted. Limitations: 1. Underlayment to be compliance with current Florida Building Code 2017 6t' ed•, Section 1507.1.1 2. Products are compliant for State of Florida product approval per Rule 61G20-3 3. Compliance Method: 1-D 4. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. 5. All support framing compliant w/ Florida Building Code 2017, Chapters 22 for Steel, 23 for Wood and 16 for Structural Loading. Design of support and attachment to the framing is outside the scope of this evaluation. 6. Rule 61G20-3 allows for engineering analysis by registered/licensed others for "project specific approval' by local authorities, authorized by the code, and is the responsibility of others. 7. This report does not imply warranty, installation, recommended product use outside of this report. FrKtenars - -15132- or greater Plywood, or - Wood plank -102" or greater Plywood, or - Wood plank