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Home My WebLink AboutProduct Approval BQS Home I Log In User Registration Hot Topic Submit Surcharge Stats&Facts Publications Contact US BCIs Site Map i Links i Search Florida i Product Approval P - USER:Public User Product Approval Menu>�Product or Application Search>Application List>Application Detail •_s - FL# FL11651-R3 RECEIVE[ Application Type Revision FEE 1J7� � Code Version 2017 FED 6! � J7 Status Approved ST. Lucie County, Permitting i Comments Archived h Product Manufacturer <2ZIf Coast Supply&Manufacturing, LLC Address/Phone/Email 4020 S.W.449th Street Horseshoe Beach,FL 32648 (352)498-0778 info@gulfcoastsupply.com Authorized Signature Eng David Z�02 SOS info@gulfcoastsupply.com pp�, �evl rn,D Technical Representative David Eng FO Address/Phone/Email 14429 SW 2nd PI CODE CC;`., @I NCE Ste G30 y._ Newberry,FL 32669 Rp�.< (352)498-0778 �p ��CttL° q4.,U64TY info@gulfcoastsupply.com ,� 6.8t.lslL; Quality Assurance Representative David Eng a Address/Phone/Email 14429 SW 2nd PI 20 7-0 Ste G30 Newberry,FL 32669 498-0778 david.eng@gulfcoastsupply.com FILE COPY (:Catego:ry�-DRoofing bcaetalRoofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 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 Validated By Locke Bowden P.E. u Validation Checklist-Hardcopy Received Certificate of Independence FL11651 R3 COI Cert of Independence 2017-30-09.qAf Referenced Standard and Year(of Standard) Standard Year FM 4471 1992 TAS 100 1995 TAS 110 2000 TAS 125 2003 UL 1897 2012 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/10/2017 Date Validated 10/12/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products Go to Page ' 0 0 Pagel/20 0 FL# Model,Number or Name Description 11651.1 0.032"Aluminum 5V Crimp Min 0.032"5 V Crimp Aluminum Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R3 II FL11651 1 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes signed.pdf Impact Resistant: N/A Verified By: Dan Kuhn,P.E.75519 Design Pressure:+N/A/-108.5PSF Created by Independent Third Party:Yes Other:-108.5 psf @ 12"o.c.Install per manufacturers details. Evaluation Reports Not for use In HVHZ Zones. FL11651 R3 AE FL11651 1 R3 0325vCrimpp 15- 32Plywood NonHVHZ-signed•pdf Created by Independent Third Party:Yes 11651.2 0.032"Aluminum Gulf Lok Min 0.032"Aluminum Gulf Lok 16"Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL11651 R3 II FL11651 2 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes signed.pdf Impact Resistant:N/A Verified By: Dan Kuhn, P.E.75519 Design Pressure:+N/A/-116.OPSF Created by Independent Third Party:Yes Other:-52.5 psf @ 5 3/16"o.c.fastener spacing.-116.0 psf Evaluation Reports @ 5 3/16"o.c.fastener spacing.Install per manufacturers FL11651 R3 AE FL11651 2 R3 032GulfLok 16 15- details. Not for use in HVHZ Zones. 32Plywood NonHVHZ-signed•pdf Created by Independent Third Party:Yes 11651.3 1"24ga. Gulf Snap 1"Gulf Snap 24 Ga. 17"wide Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL11651 R3 II FL11651 3 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes signed•pdf Impact Resistant: N/A Verified By: Dan Kuhn,P.E.75519 Design Pressure:+N/A/--131.OPS Created by Independent Third Party:Yes Other:-67.3 psf @ 24"o.c.clip spacing.-131 psf @ 6"o.c. Evaluation Reports clip spacing.Install per manufacturers details. For use in HVHZ FL11651 R3 AE FL11651 3 R3 1 24GulfSnap 17 15- Zones. 321311 wood HVHZ-signed.Pdf Created by Independent Third Party:Yes 11651.4 1"24ga.VersaLoc 1"Versa Loc 24ga 16.5"Wide Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R3 II FL11651 4 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes signed•pdf Impact Resistant:N/A Verified By: Dan Kuhn, P.E.75519 Design Pressure:+N/A/-138.5PSF Created by Independent Third Party:Yes Other:-71 psf @ 24"o.c.clip spacing.-138.5 psf @ 6"o.c. Evaluation Reports clip spacing.Install per manufacturers details. For use In HVHZ FL11651 R3 AE FL11651 4 R3 24VersaLoc SR 16.5 15- Zones. 32Plywood HVHZ-signed•pdf Created by Independent Third Party:Yes 11651.5 1"VersaLoc.032"Aluminum 1"Versa Loc min.032"Aluminum over 15/32"Plywood Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL11651 R3 II FL11651 5 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes signed.pdf Impact Resistant:N/A Verified By: Dan Kuhn, P.E.75519 Design Pressure:+N/A/-101.OPSF Created by Independent Third Party:Yes Other.-63.3 psf @ 24"o.c.clip spacing.-101.0 psf @ 6"o.c. Evaluation Reports Approved for use outside HVHZ:Yes signed.pdf Impact Resistant: N/A Verified By: Dan Kuhn,P.E.75519 Design Pressure:+N/A/-156.5PSF Created by Independent Third Party:Yes Other:-108.5 psf @ 12"o.c.fastener spacing.-156.5 psf @ Evaluation Reports 6"o.c.fastener spacing.Install per manufacturers details.For FL11651 R3 AE FL11651 12 R3 265vCrimp 15- use in HVHZ Zones. 32Plywood HVHZ-signed.pdf Created by Independent Third Party:Yes 11651.13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 15/32" Plywood Limits of Use Installation Instructions Approved for use In HVHZ: No FL11651 R3 II FL11651 13 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes signed.pdf Impact Resistant: N/A Verified By: Dan Kuhn, P.E.75519 Design Pressure:+N/A/-131.PSF Created by Independent Third Party:Yes Other:-94.25 psf @ 16"o.c.fastener pattern.-131.0 psf @ Evaluation Reports 16"o.c.fastener pattern.Install per manufacturers details. Not FL11651 R3 AE FL11651 13 R3 265vCrimp 15- for use in HVHZ Zones. 32Plywood NonHVHZ-signed.pdf Created by Independent Third Party:Yes 11651.14 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 1x4 Wood Purlins over 15/32"Plywood Limits of Use Installation Instructions Approved for use In HVHZ:No FL11651 R3 II FL11651 14 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes signed.pdf Impact Resistant:N/A Verified By: Dan Kuhn,P.E.75519 Design Pressure: +N/A/-156.5PSF Created by Independent Third Party:Yes Other:-108.5 psf.@ 12"o.c.fastener spacing.-156.5 psf @ Evaluation Reports 6"o.c.fastener spacing. Install per manufacturers details. For FL11651 R3 AE FL11651 14 R3 265vCrimp 1x4 15- use in HVHZ Zones. 32Plywood NonHVHZ-slgned.pdf Created by Independent Third Party:Yes 11651.15 26 Ga.Gulf Lok Min 26 Ga.Gulf Lok 16"Wide Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R3 II FL11651 15 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes agned.pdf Impact Resistant: N/A Verified By: Dan Kuhn,P.E.75519 Design Pressure: +N/A/-161.OPSF Created by Independent Third Party:Yes Other:-63.5 psf @ 5 3/16"o.c.fastener spacing.-121.75 psf Evaluation Reports @ 5 3/16"spacing.-161.0 psf @ 5 3/16"o.c.fastener spacing. FL11651 R3 AE FL11651 15 R3 26GulfLok 16 15- Install per manufacturers details. For use in HVHZ Zones. 32Plywood HVHZ-signed.pdf Created by Independent Third Party:Yes 11651.16 26 Ga.Gulf Lok Min 26 Ga.Gulf Lok 16"Wide Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use In HVHZ:No FL11651 R3 II FL11651 16 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes signed•pdf Impact Resistant:N/A Verified By: Dan Kuhn, P.E.75519 Design Pressure: +N/A/-63.5PSF Created by Independent Third Party:Yes Other:-63.5 psf @ 5 3/16"o.c.fastener spacing.-121.75 psf Evaluation Reports @ 5 3/16"fastener spacing.-161 psf @ 5 3/16"fastener FL11651 R3 AE FL11651 16 R3 26GuIfLok 16 15- spacing.Install per manufacturers details.Not for use in HVHZ 32Plywood NonHVHZ-signed.pdf Zones. Created by Independent Third Party:Yes 11651.17 26 Ga.GuIfPBR Min 26 Ga.Gulf PBR Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL11651 R3 II FL11651 17 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes signed.pdf Impact Resistant:N/A Verified By: Dan Kuhn, P.E.75519 Design Pressure:+N/A/-154.7PSF Created by Independent Third Party:Yes Other:-59.25 psf @ 24"o.c.fastener pattern. -154.75 psf @ Evaluation Reports 12"o.c.fastener pattern.Install per manufacturer details. Not FL11651 R3 AE FL11651 17 R3 26GuIfPBR 15- for use in HVHZ 32Plywood NonHVHZ-signe .pdf Created by Independent Third Party:Yes 11651.18 26 Ga.GuIfPBR Min 26 Ga.GuIfPBR Roof Panel over 1x4 Wood Purlins over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R3 II FL11651 18 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes signed.pdf Impact Resistant:N/A Verified By: Dan Kuhn,P.E.75519 Design Pressure:+N/A/-151.7PSF Created by Independent Third Party:Yes Other:-100.5 psf @ 24"o.c.fastener spacing.-151.75 psf @ Evaluation Reports 12"fastener spacing.Install per manufacturer's details. For use FL11651 R3 AE FL11651 18 R3 26GuIfPBR 1x4 15- in HVHZ Zones 32Plywood HVHZ-signed.pdf Created by Independent Third Party:Yes 11651.19 26 Ga. GuIfPBR Min 26 Ga. GuIfPBR over 15/32"Plywood 'Coo �t ® ® ° . G ulf SUPPLY & MANUFACTURING 26 • 5VCRIMP ROOF PANEL OVER • • FLORIDA PRODUCT APPROVAL Nr•? . 11651.13 R3 TM TYPE 1 FASTENER PATTERN - (1 ) # - x - w ea ing Washer 1211 1211 0 At Panel La p TYPE 2 FASTENER PATTERN (1 ) #9-15 x 1 -1 /2" HWH w/Sealing Washer 9.5" 6011,6 9.5" --�2" 1 .�' N1EL S • V%CENs�;sy = r 7k�� No. 75519 STATE OF •'Q: r �'66:bNA� EN,,��o/os/2o2 FL#11651.13 R3•OCTOBER 5,2017 ® • A • ENGINEERING,KUHN av 'Coi* t ® ' . . . . Gull SUPPLY & MANUFACTURING i 2 i 26 GA. ' ROOF PANEL OVER • • FLORIDA PRODUCT APPROVAL NO. 11651.13 R3 TM Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC 26 Ga. 5V Crimp Roof Panel over 75132"Plywood Florida Product Approval #11651.13 R3 Florida Building Code 2017 Per Rule 61 G20-3 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 % VgEL S, ' V�GENSF Engineer Evaluator: No. 75519 Dan Kuhn, P.E. #75519 Florida Evaluation ANE ID: 10743 �- = STATE OF - O Validator: 0. .. t D?'.G�a�: Locke Bowden, P.E. #49704 0NAL 0No/off/2oZ 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 - 5 FL#11651.13 R3•OCTOBER 5,2017 ® VALUMION o ! • • KUHN • SUPPLY & MANUFACTURING LQR 1-D:A G ull woi'�t ® 111"1 • GA. 5VCRIMP • • OVER • • r FLORIDA PRODUCT APPROVAL r 11651.13 , r1i 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'5/32" 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/e" 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 75/32" 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" otal iJpl} p Jqw res e 94.25 71 310 My, mss, 3 Q psf - ��` Fastener Pattern 12"-12" 9.5"-2"-9.5" �Fa ten_er Patter J pacing 1`6" ®.C. f A O,�,C. Design Pressure includes a Safety Factor=2.0. FL#11651.13 R3•OCTOBER 5,2017 - �G61iCoi'�t SUPPLY & MANUFACTURING ■ GA. 5VCRIMP ROOF PANEL OVER • •D FLORIDA PRODUCT APPROVAL NO. 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 ENGINEERING,KUHN 'Coi'�t Gull SUPPLY & MAIVUFACTURI�G 26 GA. 5VCRIMP ROOF PANEL OVER 15/32" PLYWOOD FLORIDA PRODUCT �i APPROVAL 1 O 116511.13 651 I 1 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 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 ilk ' ENGINEERING,KUHN Gulf SUPPLY & MANUFACTURING oakt—lima MWFw • GA. 5VCRIMP • • OVER • • FLORIDA PRODUCT APPROVAL NO. 11651.13 R3 TM ENGINEER LOAD TABLE:*26 Ga. 5VCrimp Roof Panel over 15/32" Plywood Bwldings fiaving a Roof�N[ean�He[ghtfsy2Q 0 oofSlope 2 /f12 12 /1r Gable or f �pRoof;�lNmd� peedslx2� 10, �i Y+a.'-tea .rt+ ,[ar .,t;..S"«';w �"�`�'.s=.<i;^^"s ..a.:°�rw j�`,Y�''f'�'-��-r�.ax„7drjt.� ys xaf,T'�„-sM. f�+Y.;'sr�'#-H , ��J .�'i�G. 'r t✓x:,:�.. �fi..a,,:�' �.,,yn•s� z ol'�s T'�if�^:;'K�- �'t"".. `�h,r-�rfw_.:. ,180rnph, ExposurerC�Rlsk Category.It;En�closed.F�uil�ing,�based�on FloradBullding Cotle�2ta1�7�1� #�� '�-�„ 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE (MIN.1/4” SPEED penetration) (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER g SPACING- SPACING SPACING SPACING SPACING SPACING SPACING �' ,.,k » a n r '.' ^e hfv4" ^ri e�x ° :` °�a.u,r n Mr. ., a.ri k ,fVn RS '.'su � :.:v� _. �r.9i � , .:: '�' .a i�"''s..r_ ;: e t�:.Fy'x�'-xz a ZONE 1{ 9 15X75 `�rPly)' 0(1r a aT`LI'E1*r�167YPE1 16''SYEr1 T ,C6"T,YPENIf16, fPEa1� 16�sT�LPE,1_ s t6TYPE1'" Chi}-w ��33:k"�i4+St£,�" 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"TYPE 1 ;ZONE 3;' #9 15x1 5; Plywood i16,TYPE 1 y16`%TYPE 1 916 tTYPE;1 s 16 STYPE 1� `16'kTYPE 1 16'yTYPE 2 16 }TYPE2 ; 1.)PANEL DESCRIPTION:5V CRIMP, MIN. 26 GA., GRADE 80, 24"COVERAGE. 2.)PANEL FASTENER:#9-15X1.5" HWH WITH SEALING WASHER W/MIN. Y4" 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.75f3z" 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 Z HIP ROOF ZONE 3 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 --––––—–––––--–– a 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, 112" 12" //– ------------- –EAVE At Panel Lap ZONE Z GABLE ROOF a TYPE 2 FASTENER PATTERN RIDGE ; (1) #9-15 x 1-1/2" HWH w/Sealing Washer – ------------ +---------------------4 ZONE 1 I I ----------------------4- �ZONE3 \-EAVE FL#11651.13 R3•OCTOBER 5,2017 ® • ® 10 A A ® m s ® r •