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Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 5 77 -- -- f I z' _..._..-s._,. (. �BQS Home Y ing In'i User Registration Hot Topics ' Submit Surcharge Stats&Facts Publications : FBC Staff 1. BQS Site Flap Links Search '. Business Professional USER:Pubic Product Approval Regulation e7 fit Product Approval Menu>Product cr Application Search>Application List>Application Detail FL J1i9g,. Gi�iiY FL11651-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived - Product Manufacturer Gulf Coast Supply&Manufacturing,LLC. Address/Phone/Email 4020 S.W.449th Street Horseshoe Beach,FL 32648 (352)498-7852 ray@gulfcoastsupply.com Authorized Signature Ray Bowen ray@gulfcoastsuppiy.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing 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 Daniel S.Kuhn Evaluation Report Florida License PE-75519 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 04/12/2024 q x 1 Validated By Locke Bowden \u I R Validation Checklist-Hardcopy Received f ` Certificate of Independence FL11651 R2 COI Cert of Ind Kuhn Eno.pdf W FLll� R2 COI Letter of Name chanae.pdf Referenced Standard and Year(of Standard) Standard Year FM 4471 1992 TAS 100 1995 TAS 110 2000 TAS 125 2003 UL 1897 2004 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwd)gsQFc5K%2frr... 1/20/2016 -PROCT APPROVAL FLORIDA, DU G61 �Coz �t 5V26 GSUPPLY & MANUFACTURING A. 5VCRIMP ROOF PANEL OVER 15/32"PLYWOOD* FLCIFJD4. PRDDUCT APFROVIL RIO. 11`51.13 !-R' 2 TM Product Evaluation Report GULF COAST SUPPLY&MANUFACTURING, LLC 26 Ga. 5V Crimp Roof Panel over 15132"Plywood Florida Product Approval #11651.13 R2 Florida Building Code 2014 Per Rule 61G20-3 Method: 1 -D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply& Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 Newberry, FL 32669 8 • C E/Vs Engineer Evaluator Z* • No. a551'9 Dan Kuhn, P.E. #75519 Florida Evaluation ANE ID: 10743 STATO E OF Validator: Of, JVA Locke Bowden, P.E. 949704 /0 ,,101VAL i 9450 Alysbury Place Montgomery, AL 36117 oiXX15 Contents: Evaluation Report Pages 1 - 5 FL#11651.13 R2*JUNE 15,2015 0 KUHN ENGINEERING, LLC . . FUORIDA PRODUCTAPP.Ro Gull 'Cogst 5V -'-7i 26 GA. SVCRIMP ROOF PANEL OVER 15/32"Pl.YWOOD* FLORIDA, PRODUCT APPROVAL A-10. 11651.13 R2 Compliance Statement: The product asdescribed in this report has demonstrated compliance with the Florida Building Code 2814` Sections 15O4]]' Product Description: 5VCrimp Roof Panel,ZbGa.Steel,Z4^ Coverage,through fastened roof panel with fasteners inthe panel flat over minimum`-5h2" plywood decking. Non Structural application. Panel&8aterial/Staodards: Material:Minimum ZGGa. Steel,ASTM AJ92ovASTM A6S3GgOconforming to Florida Building Code ZO|4Section 15O7.4.3. Paint Finish Optional Yield Strength:8O.0 ksi Corrosion Resistance:Panel Material shall comply with Florida Building Code 2U14` Section 1SO743. PanelQ|omension(s): Thickness: 0.018^ Minimum ' Width: 24" Coverage Rib Height: 3&^ Major Rib Panel Fastener; #9'15xl.5"with sealing washing inthe flat ofthe panel orapproved equal, A" minimum penetration through plywood. Corrosion Resistance:Per Florida Building Code 2D14' Section 15OG.b. (5O7.4.4 Substrate Description: Minimum%z"thick,APA Rated plywood over supports a±maximum 24^ D.[ Design of plywood and plywood supports are outside the scope of this evaluation. Must bedesigned inaccordance w/Florida.Building Code 2O14` Design Uplift Pressures: GUlfCoa�A. . , . . . . , . 14 SUPPLY & MANUFACTURING 5V ".' 26 GA. 5VCRIMP ROOF . . PLYWOOD* ppr 11651.1131 TPA Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2014,as relates to Rule 61 G20-3. Performance Standards: The product described herein has demonstrated compliance with: • UL 580-06-Test for Uplift Resistance of Roof Assemblies • UL 1897-04-Uplift Test for Roof Covering Systems. Reference Data: 1. UL 580-94/1897-98 Uplift Test Force Engineering&Testing, Inc.(FBC Organization#TST-5328) Report No. 117-0053T-05&117-0331T-08 2. Certificate of Independence By Dan Kuhn,P.E.(FL#75519)@ Kuhn Engineering,LLC (FBC Organization It ANE ID: 10743) Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61 G20-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including Section 1507.4.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. installation: Install per Manufacturer's recommended details. Underlayment: Shall comply with Florida Building Code 2014 section 1507.4.5.1 and 1507.4.5.2. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. FL#11651.13 R2•JUNE 15,2015 EVALUATION r , . 02wr FLORIDA PRODUCT . . . , ., GulfCoast SUPPLY & MANUFACTURING 5V 26 GA. 5VCRIMP ROOF PANEL OVER 15/32" PLYWOOD* • TM Design Procedure: For roofs within the parameters listed on the load table,fastening pattern must at a minimum meet those listed for the applicable wind zone.For all roofs outside the parameters listed on the load table,design wind loads shall be determined for each project in accordance with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress design.The maximum fastener spacing listed herein shall not be exceeded.This evaluation report is not applicable in High Velocity Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this product in High Velocity Hurricane Zone. I'M 11651.13 R2•JUNE 15,2015 CT -ALUAtION REPORT ENGINEERING,KUHN EN.G.INEER'S"L0AD-�TABLE� SPEC" 26 GA.{5VCRIMP ROOF PANEL OVER 95/32" PLYWOOD- FI li it -� }1 I`^ I r P{" R0 .li�L. �Y�0. 116,5 �.��a F3�� LOAD TABLE:26 Ga.5VCrimp Roof Panel over 15132"Plywood cretaM. Y.i'tF;`�N' r 5.. y. af ,1.'Jr '�': r r .-t -Y' ut,, xJA-, i .,tF t` •'F" yi,` .r'♦'�.�'� �Sw'F� 1}itSe��OS i\;��"7i�j?3� "� �'c ,yg, MIN C a �:s 'ui"' 17t!-�w "'� ✓"yam "y Yar..iei ,.t �" F. -.r' f +Fryr k}•..,.� � .+" F+�•.`'• -w"��"'�z�,y . ¢,'1x0._ �si3��y`F`�-��:#��•�..a�s.r�.t�t4��;J�a'f,-�'�°�i i':"�r�'`,..,;�ix4r:.t•';�,�`��SR`�?�::$�§�i�'a�`'r�,�Ss'��"f�a��s`�,.ryy�,�'CfG.'mcc��F,rL.�'L^'.`ki'c7 ! FASTENER ! (MIN.114 Pe ®m M' �®® • • IL ,`�+.' ✓e x c`! �-}',., ,�-..r�,...� -�,��TI"u'!'"'�.y:�t�-rtiFry'��„•y 7NN� �F^ l' +' UP111��'"�i*7+��..t'�t,� _,.• r _ � P nr } ��, t�#z # t�b3'-'� c.'�•�7 ry.•r"'+` t.. I moi- �. may,-P-y s,,• ^T^ ^..,y�� ,"r� � �`t w•c-+r ,v MR0,701; �{��n tL ..,, t 1i•�__ACL (. �4��..r ' a,.�`s7r:-.: ! • lr :1 + • " � r r! 1 y t Ott ! - s - -♦ f'. • • ♦ - • • • . t • IIII II I - • t ■ ■ •tt VIII IIII I I I * a ■ y w D-WOUCT=`EVALUATIQN" REPORT KUHN ENGINEERING, LLC 11610 ISLAND VAKF'S I.AN'I:. 13,00.4 I{.4'I't)T.FL 21.498•F1.Co'l