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Home My WebLink AboutProduct Approval-Metal Roofing, 5V CRIMP "`�� ® . ® . ® ® G ulf a SUPPLY & MAMUFACTURING 5VCRHMP • GA. 5VCRIMP ROOF PANEL OVER • • LORIDA PRODUCT APPROVAL NO. 11651.13 R3 ,- TM Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC. RECEIVED JUN 13 1019 26 Ga. 5V Crimp Roof Panel over 15132"Plywood Permitting Department 5t. Lucie County Florida Product Approval #11651.13 f r>" Florida Building Code 2017 Per Rule 61 G20-3 EVIEWED Method: 1 —D CODE COMPLIANCE Category: Roofing ST. LUCIE CSU TY Subcategory: Metal Roofing BOCC Compliance Method: 61 G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 11 Newberry, FL 32669 `��t�%F-L j f , N1E� S, k �. OCEMSF•.'L Engineer Evaluator: ,♦•-' No, 75518 ••: Dan Kuhn, P.E. #75519 �1 Florida Evaluation ANE ID: 10743 .-o= STATE OF ' A �. Validator: R! ?'•G��% Locke Bowden, P.E. #49704 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 - 5 FL#11651.13 R3•OCTOBER 5,2017 P s ® , ® s . t �",Wa FL [DA .'ROD.U. IUA-L G U If Cza, OV5 SUPPLY $e MANUFACTURING 5VCRIMIP } FLORIDA • • , APPROVAL NO. TM Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. Product Description: 5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage, through fastened roof panel with fasteners in the panel flat over minimum 15/32" plywood decking. Non Structural application. Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2017 Section 1507.4.3. Paint Finish Optional Yield Strength: 80.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3. Panel Dimension(s): Thickness: 0.018" Minimum Width: 24" Coverage Rib Height: 3/a" Major Rib Panel Fastener: #9-15x1.5" with sealing washing in the flat of the panel or approved equal, 1/4" minimum penetration through plywood. Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4 Substrate Description: Minimum 15/32" thick, APA Rated plywood over supports at maximum 24" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/Florida Building Code 2017. Design Uplift Pressures: Table"A" M Xitnum TotalUp(rf®esign Pressure 945sf � 1s3c10psfk•' Fastener Pattern 12"-12" 9.5"-2"-9.5" Fastene Pattern Spa, , cog" �- 6" �C+� ,1'6Q.C: Design Pressure includes a Safety Factor=2.0. I FL#11651.13 R3•OCTOBER 5,2017 s ® ® ® s ® ® RTT o -Gr'APRR, Gulf SUPPLY &e MANUFACTURING 5VCwKffi8' 1MP 26 GA. 5VCRIMP ROOF PANEL OVER 15/32" PLYWOOD FLORIDA OD APPROVAL • ;r TM Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2017, 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 2017, 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 1897-12- 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#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 1897-12 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 2017, 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 2017 section 1507.1.1. 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 R3•OCTOBER 5,2017 000 /Mv D.U, Gulfc'Ta�f SUPPLY ✓3< MANUFACTURING 5VCRIMP t 26 GA. 5VCRIMP ROOF PANEL OVER 15/32" PLYWOOD • , PRODUCT APPROVALO 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 2017 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. FL#11651.13 R3•OCTOBER 5,2017 PRODUCTEVALUATIQN. . • ® . ENGINEERING,KUHN 7:7 - i Gulfc(Dayt SUPPLY & MANUFACTURING 5VCRIMP FLORIDA1 26 GA. 5VCRIMP ROOF PANEL OVER 15/32" PLYWOOD PRODUCT APPROVAL NO. TM ENGINEER LOAD TABLE:26 Ga. 5VCrimp Roof Panel over 15/32"Plywood Billdln s'.havinn aaoofIVlean,Hel ht `20 O,n'r-Roof 510 e2 >%12 X12 %12' °Gable�or HI' Roof;WlndSfr'�eetls120 hs4 'a{, , p ...7,r.' ,33'srk„9 Yt'_..�r,- ..�A, tF:$pf�'`S..it�t`� '�5, ''�r}`"'' .,' i°':t-°...�' `''✓ 'p '4' ". a' i'y°aY �`'i's�>r2�,znp _. .khhai �8Q;mph ��xposure:�C�sk�Categoryxll;Enclosed�8uildmg r�basedon�Ffonda Bulld►ng�Code24;17 � .��s=��;' �,�{ s,��r �,� , 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE SPEED (MIN.v4" (MIN.15/32 ) ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING F .lS r y* l F _n 4 f;:.4 <a 1t:.,:'k !/� f .f7 ,; :.L r'rt i3 �yk;.,:h t��-."'vf .G ¢'i ,rl{£' ',.M , oi;y. 1,>7tlV.a„rdl �rn✓ : ZONE'f #9-15x1 5 PI}IWOOd° "16�tTYPEz1 f;16",TYPE 1 15"TYPE,116plYPE41rt16"Trl(PE 1`x 16"�iTYPE116f 7` PE 1f ZONE 2 #9-15x1.5" Plywood 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPEy1 "30rkkr ; fjrh'- 'Y w+) .e,.,m`,�R5#0.�R�n`3 ,.2,)i•��3p�5 4ti '�R"PisAy>1:. ZONE 3, #9-15X1 5" ``Plywootl� 76"TYPE1, X16"TYPE 1 "16"TYPE�1� 16"TYPE�1 �16TYPEu11�61YPE21$6TYPE,2 1.)PANEL DESCRIPTION:5V CRIMP, MIN.26 GA., GRADE 80,24"COVERAGE. 2.)PANEL FASTENER:#9-15X1.5" HWH WITH SEALING WASHER W/MIN. A" PENETRATION. 3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:-94.25 PSF@ 16" O.C. FASTENER SPACING TYPE 1 FASTENER PATTERN,-131.0 PSF @16" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125,UL 580/UL 1897 TESTING. 4.)PLYWOOD DECKING: MIN.15/32"THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017. 5.)ROOF SLOPE:ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS. 6.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2017. ZONE 2 HIP ROOF ZONE 3 `j Note:Dimension(a)is defined as 10%of the minimum width of the building or 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be --_ -_------- �' less than either 4%of the minimum width of the building or 3 feet. RIDGE TYPE 1 FASTENER PATTERN ----------- `� (1) #9-15 x 1-1/2" HWH w/Sealing Washer ZONE 1 1211 —1211 /------------------ -EAVE At Panel Lap ZONE 2 CABLE ROOF -J- ------------------ TYPE ------ ----- TYPE 2 FASTENER PATTERN RIDGE ; (1) #9-15 x 1-1/2" HWH w/Sealing Washer ------ — ------------tea 2.1 9.5.1 9.5.1 -------- ------ I ZONE 1 w` I I ZONE 3 EVE FL#11651.13 R3•OCTOBER.5,2017