Loading...
HomeMy WebLinkAboutRevisions OFFICE USE ONLY: @ f DATE FILED: �7 � 7 4 PERMIT# -Vn L) "I REVISION FEE: �] So 6 RECEIPT# PLANNING&DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982-5652 (772)462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION �+ LOCATION/SITE FILE COPY ADDRESS: DETAILED DESCRIPTION OF PROJECT REVISIONS: rrY n VI i`�D7 ►� 1 GI ryC lS G , ) ►3 CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: Z 3Q' Z ST. LUCIE CO CERT. #: 3122 BUSINESS NAME: Pbcnc . QUALIFIERS NAME: ADDRESS: S (/Vl Cil ) 1� I (7 CITY: Oyu STATE: ZIP: 3U 6 6 Lf PHONE(DAYTIME): a-o0s p FAX: OWNER/BUILDER INFORMATION: NAME: r=(7 !_t°4q- ILII} O (il ADDRES l S W 3 p4111► prvzl CITY: STATE: Fu ZIP: 3ro PHONE (DAYTIMF(:! (. -(7� FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: SLCCC: 9123/09 t16 Revised 06/30/17 Rl:wldpo% l . t Lill '11� wn BCIS Home Log In I User Registration Hot Topic I Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links 1 Search Florida Product Approval ►LCA - USER:Public User Product Approval Menu>Product or Aoolication Search>Aoolication List>Application Detail ® •_ FL# FL11651-R3 Z 0 S© Application Type Revision Code Version 2017 REVIEWED FOR Application Status Approved fl �® CODE COMPLIANCE Comments ST. 1 I�UCIE COUNTY Archived 1=3 Product Manufacturer Gulf Coast Supply&Manufacturing,LLC. Address/Phone/Email 4020 S.W.449th Street Horseshoe Beach,FL 32648 I �/ (352)498-0778 info@gulfcoastsupply.com P Authorized Signature Ray Bowen info@gulfcoastsupply.com Technical Representative David Eng Address/Phone/Email 14429 SW 2nd PI Ste G30 Newberry, FL 32669 (352)498-0778 info@gulfcoastsupply.com Quality Assurance Representative David Eng Address/Phone/Email 14429 SW 2nd PI ®®9�{�E E! Ste G30 FILE Newberry, FL 32669 (352)498-0778 david.eng@gulfcoastsupply.com Category Roofing Subcategory Metal Roofing 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 Daniel S. Kuhn the Evaluation Report Florida License PE-75519 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 04/12/2024 Validated By Locke Bowden idl Validation Checklist-Hardcopy Received Certificate of Independence FL11651 R3 COI Cert of Independence 2017-10-09 pdf Referenced Standard and Year(of Standard) Standard Year FM 4471 1992 TAS 100 1995 TAS 110 2000 TAS 125 2003 UL1897 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 FBG Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products Page 1/2 Go to Page,= 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 11 FI-11651.1 R3 Metal Roof Panel Detail- ' Approved for use outside HVHZ:Yes sioned.nd 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 Evaluation Reports details.Not for use in HVHZ Zones. FL11651 R3 AE FL11651 I R3 032 vCrimp 15- 32PIvwood NonHVHZ-sioned.odf Created by Independent Third Party:Yes 11651.2 --t0,032-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 11 FL11651 2 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes slaned.odf 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 032 ulfi-ok 16 15- details.Not for use In HVHZ Zones. 32PIYwood NonHVHZ-sianed.ndf Created by Independent Third Party:Yes 11651.3 1.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.od 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 AF FI-11651.3113 1 24Gulf5nao 17 15- Zones. 32PIvmod..HVHZ-signed.p—d Created by Independent Third Party:Yes 11651.4 t24ga. oc 1"Versal-oc 24ga 16.5"Wide Roof Panel over 15/32"Plywood Limits of Use installation Instructions Approved for use in HVHZ:Yes FL11651 R3 11 FL11651 4 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes sioned.od 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. 32PIvwood HVHZ-sianed.od Created by Independent Third Party:Yes 11651.5 1"Versal-oc.032"Aluminum 1"Versal-oc 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 slaned,odf 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 clip spacing.Install per manufacturers details. For use in HVHZ FL11651 R3 AE FL11651 5 R3 lin 032VersaLoc Zones. SR 16 15-32Plvwood HVHZ-sianed.odf Created by Independent Third Party:Yes 11651.6 1.5"24ga.Gulf Snap 1.5"Gulf Snap 24ga. 16"Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R3 II FL11651 6 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes sioned.odf Impact Resistant: N/A Verified By: Dan Kuhn, P.E.75519 Design Pressure: +N/A/-116.OPSF Created by Independent Third Party:Yes Other: -86.0 psf @ 24"o.c.clip spacing.-108.5 psf @ 12" Evaluation Reports o.c.clip spacing.-116.0 psf @ 6"o.c.clip spacing.Install per FL11651 R3 AE FL11651 6 R3 1.5 24GulfSnao 16 15- manufacturers detals. For use in HVHZ Zones. 32Plvwood HVHZ-sianed.odf Created by Independent Third Party:Yes 11651.7 1.5"24ga.Versal-oc 1.5"Versa Loc min 24ga. 16"wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R3 II FL11651 7 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes signed odf Impact Resistant: N/A Verified By: Dan Kuhn, P.E.75519 Design Pressure: +N/A/-123.5PSF Created by Independent Third Party:Yes Other:-59.75 psf @ 24"o.c.clip spacing.-123.5 psf @ 12" Evaluation Reports o.c.clip spacing.Install per manufacturers details. For use in FL11651 R3 AE FL11651 7 R3 1.5 24VersaLoc 16 IS- HVHZ Zones. 32Plvwood HVHZ-sianed.odf Created by Independent Third Party:Yes 11651.8 2"24ga. MegaLoc Min 24 Ga.2"MegaLoc 18"wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R3 II FL11651 8 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes sianed.odf Impact Resistant: N/A Verified By: Dan Kuhn, P.E.75519 Design Pressure: +N/A/-108.5PSF Created by Independent Third Party:Yes Other:-71.0 psf @ 24"o.c.clip spacing.-108.5 psf @ 12" Evaluation Reports o.c.clip spacing.Install per manufacturers details. Not for use FL11651 R3 AE FL11651 8 R3 24VersaLoc 18 15- in HVHZ Zones. 32Plvwood NonHVHZ-sianed.odf Created by Independent Third Party:Yes 11651.9 24 Ga.Gulf Lok Min 24 Ga.Gulf Lok 16"Wide over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R3 II FL11651 9 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes sianed.odf Impact Resistant: N/A Verified By: Dan Kuhn,P.E.75519 Design Pressure: +N/A/-96.7PSF Created by Independent Third Party:Yes Other:-81.75 psf @ 10-1/4"o.c.fastener spacing.-96.76 psf Evaluation Reports @ 5-1/8"o.c.fastener spacing.-121.75 psf @ 5-1/8"fastener FL11651 R3 AE FL11651 9 R3 24GulfLok 16 15- spacing.-161 psf @ 5-1/8"fastener spacing.Install per 32Plvwood NonHVHZ-sioned.odf manufacturers details. Not for use in HVHZ Zones. Created by Independent Third Party:Yes 11651.10 24 Ga.Gulf Seam Min 24 Ga.Gulf Seam 16"Wide 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 10 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes sianed.odf Impact Resistant: N/A Verified By: Dan Kuhn, P.E.75519 Design Pressure: +N/A/-93.5PSF Created by Independent Third Party:Yes Other:-93.5 psf @ 18"o.c. Install per manufacturers details. Evaluation Reports Not for use in HVHZ Zones. FL11651 R3 AE FL11651 10 R3 24GulfSeam 16 1x4 15- 32Plvwood NonHVHZ-sianed.odf Created by Independent Third Party:Yes 11651.1124 Ga. Gulf Seam Min 24 Ga.Gulf Seam, 1 3/4"Snap Lock, 18"Wide Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R3 II FL11651 11 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes sioned.odf Impact Resistant: N/A Verified By: Dan Kuhn,P.E.75519 Design Pressure: +N/A/-108.SPSF Created by Independent Third Party:Yes Other:-69.25 psf @ 24"o.c.clip spacing.-108.5 psf @ 12" Evaluation Reports o.c.clip spacing.Install per manufacturers details. Not for use FL11651 R3 AE FL11651 11 R3 24GulfSeam 18 15- in HVHZ Zones. 32Plvwood NonHVHZ-sianed.odf Created by Independent Third Party:Yes 11651.12 26 Ga.5V Crimp Min 26 Ga.5V Crimp Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R3 II FL11651 12 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes sinned.odf Impact Resistant: N/A Verified By: Dan Kuhn, P.E.75519 Design Pressure: +N/A/-156.SPSF 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 265vCrimo 15- 32Plywood HVHZ-signed.odf 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 us in HVHZ: No FL11651 R3 II FL11651 13 R3 Metal Roof Panel Detail- Approved for se outside HVHZ:Yes signed.odf a istant: 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. FL11651 R3 AE FL11651 13 R3 265vCrimo 15- Not for use in HVHZ Zones. 32Plvwood NonHVHZ-sianed.odf 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.odf 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 265vCrimg 1x4 15- use in HVHZ Zones. 32Plvwood NonHVHZ-sioned.odf 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 signed.odf 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 15m Install per manufacturers details. For use in HVHZ Zones. 32Plvwood HVHZ-signed.odf 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 sioned.odf 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 26GulfLok 16 15- spacing.Install per manufacturers details. Not for use in HVHZ 32Plvwood NonHVHZ-signed odf Zones. Created by Independent Third Party:Yes 11651.17 26 Ga.GulfPBR 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.i3df 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 26GulfPBR 15- for use in HVHZ 32Plvwood NonHVHZ-sioned.odf Created by Independent Third Party:Yes 11651.18 26 Ga. iulfPBR Min 26 Ga.GulfPBR 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.odf 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 FL11651 R3 AE FL11651 18 R3 26GulfPBR 1x4 15 use in HVHZ Zones 32Plvwood HVHZ-sioned.odf Created by Independent Third Party:Yes 11651.19 26 Ga.GulfPBR Min 26 Ga.GulfPBR over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R3 II FL11651 19 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes signed.odf Impact Resistant: N/A Verified By: Dan Kuhn,P.E.75519 Design Pressure: +N/A/-154.7PSF Created by Independent Third Party:Yes Other: -60.5 psf @ 24"o.c.fastener spacing.-154.75 psf @ Evaluation Reports 12"D.C.fastener spacing.Install per manufacturer's details. FL11651 R3 AE FL11651 19 R3 26Gu1fPBR 15- For use in HVHZ Zones. 32Plvwood HVHZ-sianed.odf Created by Independent Third Party:Yes 11651.20 26 Ga.GulfPBR Min 26 Ga.GulfPBR over 1x4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R3 II FL11651 20 R3 Metal Roof Panel Detail- Approved for use outside HVHZ:Yes signed.odf Impact Resistant: N/A Verified By: Dan Kuhn, P.E.75519 Design Pressure: +N/A/-151.7PSF Created by Independent Third Party:Yes Other:-94.25 psf @ 24"o.c.fastener spacing.-151.75 psf @ Evaluation Reports 12"fastener spacing.Install per manufacturer's details. Not for FL11651 R3 AE FL11651 20 R3 26GulfPBR 1x4 15- use in HVHZ Zones 32Plvwood NonHVHZ-signed.Ddf Created by Independent Third Party:Yes Go to Page C� 0 Pagel/20 0 BaCI< MPX B: Contact Us n 2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please dick here. Product Approval Accepts: - ® eCFe�k ;ca Credit Card Safe G6iCoz� '' SUPPLY & MANUFACTURING 5VICH � hMP • GA. 5VCRIMP ROOF PANEL OVER • • FLORIDA PRODUCT APPROVAL NO. 11651.13 Tr,J Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLCI, 26 Ga. 5V Crimp Roof Panel over 15132"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: 61 G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 Newberry, FL 32669 %%%%% IEL. S,, cEnrs• F - Engineer Evaluator: No, 7551.9 - �= . ®an Kuhn, P.E. #75519 - Florida Evaluation ANE ID: 10743 - : J3•. STATE op .'Q - o 411 AlValidator: %FS'`OR!VP•'•a�` Locke Bowden, P.E. #49704 '�%A/AL ENG,`, 9450 Alysbury Place vio/o5/2oi7 Montgomery, AL 36117 Contents: Evaluation Report Pages 1 - 5 FL#11651.13 R3•OCTOBER 5,2017 ENGINEERING,Wil ;jl 1 16 KUHN GU1fC7%Kt SUPPLY & MANUFACTURING V t'25, -R, imp • GA. 5VCRIMP • • OVER • • FLORIDA P• OD APPROVAL •i 11651.13 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/s" 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" —vn Ma�Clr�rl�um�ota �ift,belgn Pesue 9425psf Fastener Pattern 12"-12" 9.5"-2"-9.5" 1''0aE a b 1 �IR.00. �a .flPattern Spaclrlg '1�60 Design Pressure includes a Safety Factor= 2.0. FL#11651.13 R3•OCTOBER 5,2017 ® � A ENGINEERING,KUHN /``11;11" ` 1,Ir Gulfc5gt SUPPLY & MANUFACTURING 5VCRHMFI 26 GA. 5VCRIMP ROOF PANEL OVER • •D FLORIDA PRODUCT APPROVAL NO 11651.13 I Nei 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. 1 17-0053T 05 & 117-0331 T-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 /\\\ \off C` Gulf SUPPLY & MANUFACTURING 5VCR �i M&,� I • GA. 5VCRIMP ROOF PANEL OVER • • FLORIDA PRODUCT APPROVAL • 11651.13 ` 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 w: ENGINEERING,KUHN SUPPLY & MANUFACTURING G6ilCoA SVCRIMP • GA. 5VCRIMP ROOF PANEL OVER • • ' FLORIDA PRODUCT APPROVAL e O 61 R3 TIM ENGINEER LOAD TABLE: 26 Ga. 5VCrimp Roof Panel over 15/32" Plywood E3i "h V. a'Roof Mean H,'elght< 20' O';Roof Slope 2"/1 Z' -:12',/12' Gable'or Hlp`Roof Wind Speeds 120 �180mph Exposer wC,Risk Ca egory 11 Enclose �Bullding,based an Florida B irI ing Code Z(317 h WIIND FASTENER 120 130 140 150 160 170 180 SUBSTRATE (MIN.1/4" SPEED Penetration) (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER SPACING SPACING SPACING SPACING SPACING SPACING SPACING Gk's ,yTM,.. 1 asa a es'' a I ^c.�.ca'�. v_ :x.^'t > !�..eaY�.ah�..^-•„ 3 ,,. .n�< n �£ ".*^�a �. 2�ONE1 � #9 1SC1 5 Plywood . g 16 TYPE 1 16 TYPEt X16 TYPE f iib TYPE 1 16 TYPE 1 16 TYPE 1 ]6 TYPE 1 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 i i �. t �t Y "c $: � &x �...�z«. er"'` Aj°4 S --," a` a�3 »;d.se �at7i'e. . 'k ONE 3 #915X1 5 Plywood 6 TYPE I� 1S ThYPE 9 k 16 TYPE 1 16 TYPEx1 X16 TYPE 9' V16 $TYPE 2 16'TYPE 2 e ,:.x.,. ,.., 411 1.)PANEL DESCRIPTION: 5V CRIMP, MIN.26 GA., GRADE 80, 24"COVERAGE. 2.)PANEL FASTENER:#9-15X1.5" HWH WITH SEALING WASHER W/MIN. %4" 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.75/3z" 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 la 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 ! j I ' -------- (1) #9-15 x 1-1/2" HWH w/Sealing Washer ZONE \\\\\ 12" 12" \ ------------------� —EAVE At Panel Lap--x ZONE 2 GABLE ROOF I� --- ----------------- a TYPE 2 FASTENER PATTERN RIDGE (1) #9-15 x 1-1/2" HWH w/Sealing Washer I --- ---------------------- a 211 9.5" ! ZONE 1 I I ZONE3 EAVE FL#11651.13 R3•OCTOBER 5,2017