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Home My WebLink AboutPRODUCT APPROVAL)Florida Building Code Online Page 1 of 5 BCIS Home 1 Log In i User Registration 2 Hot Topics ( Submit Surcharge i Stan & Facts i Publications i FBC Staff I BCIS Site Map L Florida ' � »31 Product Approval +-j , , USER: Public User .Product Approval Menu > Product or Application Search > Application List > Application Detail OL ANNtb FL # FL11651-R2 BY Application Type Revision 5t. Lucie County 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@gulfcoastsupply.com Technical Representative F Address/Phone/Email I E ttt�� Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licen Professional Engineer Ea 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 ® Validation Checklist - Hardcopy Received Certificate of Independence FL11651 R2 COI Cent of Ind Kuhn Eng.odf FLI1651 R2 COI Letter of Name chanoe.odf Referenced Standard and Year (of Standard) Standard FM 4471 TAS 100 TAS 110 TAS 125 UL 1897 UL 580 . Equivalence of Product Standards Certified By Year 1992 1995 2000 2003 2004 2006 http ://www. floridabuil ding. org/pr/pr_app_dtl. aspx?param=wGE VXQwtDgs... 6/8/2017 ,Florida Building Code Online Page 4 of 5 Impact Resistant: N/A FL11651 R2 II 14FL11651 11 R2 Metal Roof Par Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-108.5PSF Other: -69.25 psf @ 24" o.c. clip spacing. -108.5 psf @ 12" Created by Independent Third Party: Yes o.c. clip spacing. Install per manufacturers details. Not for use Evaluation Reports in HVHZ Zones. FL11651 R2 AE 14FL11651 11 R2 24Guif5eam 1 32Plvwood NonHVHZ.ndf Created by Independent Third Party: Yes 11651.12 126 Ga. 5V Crimp 26 Ga. 5V Crimp Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R2 II 14FL11651 12 R2 265vCrimo 15- 32Plvwood HVHZ.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A FL11651 R2 II 14FL11651 12 R2 Metal Roof Par Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-156.5PSF Other: -108.5 psf @ 12" o.c. fastener spacing. -156.5 psf @ 6" Created by Independent Third Party: Yes o.c. fastener spacing. Install per manufacturers details. For use Evaluation Reports in HVHZ Zones. FL11651 R2 AE 14FL11651 12 R2 265vCrimo 15 32Plvwood HVHZ.odf Created by Independent Third Party: Yes 11651.13 26 Ga. SV Crimp 26 Ga. 5V Crimp over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 14FL11651 13 R2 265vCrimo 15- 32Plvwood NonHVHZ.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A FL11651 R2 II 14FL11651 13 R2 Metal Roof Par Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-131.PSF Other: -94.25 psf @ 16" o.c. fastener pattern. -131.0 psf @ Created by Independent Third Party: Yes 16" o.c. fastener pattern. Install per manufacturers details. Not Evaluation Reports for use in HVHZ Zones. FL11651 R2 AE 14FL11651 13 R2 265vCrimo 15 32Plvwood NonHVHZ.odf Created by Independent Third Party: Yes 11651.14 26 Ga. 5V Crimp 26 Ga. SV Crimp Roof Panel over 1x4 Wood Purlins o Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 14FL11651 14 R2 265vCrimo 1x4 32Plvwood NonHVHZ.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A FL11651 R2 II 14FL11651 14 R2 Metal Roof Par Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-156.5PSF Other: -108.5 psf @ 12" o.c. fastener spacing. -156.5 psf @ 6" Created by Independent Third Party: Yes o.c. fastener spacing. Install per manufacturers details. For use Evaluation Reports in HVHZ Zones. FL11651 R2 AE 14FL11651 14 R2 265vCrimo lw 32Plvwood NonHVHZ.Ddf Created by Independent Third Party: Yes 11651.15 26 Ga. Gulf Lok 26 Ga. Gulf Lok 16" Wide Roof Panel over 15/32" Ply Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R2 II 14FL11651 15 R2 26Gulfl-ok 16 ' 32Plvwood HVHZ.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A FL11651 R2 II 14FL11651 15 R2 Metal Roof Par Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-161.OPSF Other: -63.5 psf @ 5 3/16" o.c. fastener spacing.-121.75 psf Created by Independent Third Party: Yes @ 5 3/16" spacing. -161.0 psf @ 5 3/16" o.c. fastener spacing. Evaluation Reports Install per manufacturers details. For use in HVHZ Zones. FL11651 R2 AE 14FL11651 15 R2 26GulfLok 16 32Plvwood HVHZ.odf Created by Independent Third Party: Yes 11651.16 12.6 Ga. Gulf Lok 26 Ga. Gulf Lok 16" Wide Roof Panel over 15/32" Ply Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 14FL11651 16 R2 26Gulfl-ok 16 : 32Plvwood NonHVHZ.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A FL11651 R2 II 14FL11651 16 R2 Metal Roof Par Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-63.SPSF -Other: -63.5 psf @ 5 3/16" o.c. fastener spacing.-121.75.psf _Created by Independent Third Party: Yes @ 5 3/16" fastener spacing. -161 psf @ 5 3/16" fastener Evaluation Reports spacing. Install per manufacturers details. Not for use in HVHZ FL11651 R2 AE 14FL11651 16 R2 26GulfLok 16 32Plvwood NonHVHZ.odf Zones. Created by Independent Third Party: Yes 11651.17 26 Ga. GuIfPBR 26 Ga. Gulf PBR Roof Panel over 15132" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 17 R2 26GulfPBR 15-32Plvwood FL11651 R2 II 17 R2 Metal Roof Panel Detail nd Approved for use outside HVHZ: Yes Verified By: Dan Kuhn, P.E. 75519 Impact Resistant: N/A http://www.floridabuilding.org/pr/pr am) dtl.aspx?param=wGEVXOwtDas... 6/8/2017 w z AMR 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 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 �•` .. S, K �P ,%r ENS * : No. 75519 STATE OF: �o�FST�ORIDP S�0NAL ENG` 00fill ��1s i�- Engineer Evaluator: Dan Kuhn, P.E. #75519 Florida Evaluation ANE ID: 10743 Validator: Locke Bowden, P.E. #49704 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 - 5 z . Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2. Product Description: Panel Material/Standards: Panel Dimension(s): Panel Fastener: Substrate Description: Design Uplift Pressures: 5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage, through fastened roof panel with fasteners in the panel flat over minimum 1%2" plywood decking. Non Structural application. Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2014 Section 1507.4.3. Paint Finish Optional Yield Strength: 80.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2014, Section 1507.4.3. Thickness: 0.018" Minimum Width: 24" Coverage Rib Height: 3/s" Major Rib #9-15x1.S" with sealing washing in the flat of the panel or approved equal, 1/4" minimum penetration through plywood. Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4 Minimum 15/3z" 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 2014. I 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 # 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. GulfC66 t® SUPPLY & MANUFACTURING kz''? 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 r ENGINEER LOAD TABLE: 26 Ga. 5VCrimp Roof Panel over 15/32" Plywood 8,P1 120 1 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE (MIN' 1/4" ( MIN. 15132") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER SPEED Penetration) SPACING I SPACING SPACING I SPACING SPACING SPACING SPACING ZONE 2 I #9-15X1.5" I Plywood 1 16" TYPE 1 1 16" TYPE 1 1 16" TYPE 1 116" TYPE 1 116" TYPE 1 116" TYPE 1 1 16" TYPE 1 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 2014. 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 2014 LUNGI ZONE n ---------- j �N RIDGE I . I ZONE 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 ehher 4% of the minimum width of the building or 3 feet. GABIEROOF _ a ______________ \ ZONE 1 i I I I I _ a I TYPE FASTENER PATTERN (1) #9-15 x 1-1/2" HWH w/Sealing Washer 12"�-12"�' At Panel Lap1 TYPE 2 FASTENER PATTERN ) #9-15 x 1-1/2" HWH w/Sealing Washer -.r-9.511-�2t 9.511------- f 2111 STAL�C. ''Florida Building Code Online Page 1 of 2 IaS1'yS Fkiritla Fbr 6UANNEL BY St. Lucie Cnnntt ul SCIS Home lop In j User Registration l Hot Topics Submit Surcharge I Stabs&Facts I Publications FBC Stall ( BCIS Site Map Links Search i Product Approval USER: Public User Product Approval Mew > Product or Application search > Aopl cation fist > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL11650-R2 Revision 2014 Approved 0 BY ,¢ ►_uriP Countt Gulf Coast Supply & Manufacturing, LLC. 4020 S. W. 449th Street Horseshoe Beach, FL 32648 (352)08-7852 ray@guifcoastsupply.com Ray Bowen ray@gulfcoastsu pply, co m .., yam, 1 wA .177 '"k.� ♦ li Structural Components Roof Deck Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Daniel S. Kuhn PE-75519 Keystone Certifications, Inc. 04/12/2024 Locke Bowden 2 Validation Checklist - Hardcopy, Received FLI1650 R2 COI Cert of Ind Kuhn Enn.odf Standard Year ASTM E 1592 2005 FM 4471 1992 FM 4471 1992 TAS 125 2003 - - TAS 201 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx9param=wGEVXQwtDgsQFc5K`/`2frr... 8/24/2017 'Florida Building Code Online Page 2 of 2 Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC. 26 Ga. GuifPBRT'" Roof Pane! over Open Framing Florida Product Approval #11650.3 R2 Florida Building Code 20.14 Per Rule 61 G20-3 Method: 1 —D Category: StructuralComponents Subcategory: Roof Deck Compliance Method: 61G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 Otiturllt, Newberry, FL 32669 Pr11EL S, kG � eFti'L: * : No, 7551�� •, STATE OF Q %nFS+ c4 O F I D w` ONAL 04 "0 77�1 Zo/S Engineer Evaluator: Dan Kuhn, P.E. #75519 Florida Evaluation ANE ID: 10743 Validator: Locke Bowden, P.E. #49704 9450 Alysbury Place Montgomery, AL 36117 - _ _ ___..-Contents:_- Evaluation Report Pages 1 - 4 FL# 11650.3 R2 • JUNE ' p ' t Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products l Method 1 Option D FL # Model, Number or Name Description 11650.1 24 Ga Gulf Coast Megaloc 24 Ga. Gulf Coast Megaloc 18" Wide Roof Panel over open framing Limits of Use Installation Instructions Approved for use in HVHZ: No FL11650 R2 it 14FL11650 1 R2 24MegaLocl8 Metal Roof Deta'I odf FI-11650 R2 II 14FL11650 1 R2 24MenaLo 1S Open Fram' a odf Approved for use outside HVHZ: Yes Verified By: Dan S. Kuhn, P.E. 75519 ' Impact Resistant: N/A Design Pressure: +N/A/-120.OPSF Created by Independent Third Party: Yes Other: -45.0 psf @ F-0" o.c. clip spacing. Evaluation Reports -120.0 psf @ V-0" o.c. clip spacing. Install per FLjj_65Q R2 AE 14FL1165n__I_B. 24nQgaLoc-1_t3 Open Framin . 1df manufacturers details. Not for use in HVHZ Created by Independent Third Party: Yes Zones. 11650.2 24 Ga. GuIfPBR Roof Panel 24 Ga. Gulf PER Roof Panel over open framing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL 11650 R2 11 14FI 11650 2 R2 24GuIfPBR M tal Roof Detail odf Fl.11650 R2 II 14FLIL651J 2—R—24 gIf�BR Open Fr3mim. Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Dan S. Kuhn, P.E. 75519 Design Pressure: +N/A/-150.OPSF Created by Independent Third Parry: Yes Other: -60.0 psf @ 5'-0" o.c. fastener spacing. Evaluation Reports -150.0 psf @ 2'-O" o.c. fastener spacing. Install FL11650 R2 Air 14FL1165Q 2 R2 24GulfPBR Open F a i o odF Created by Independent Third Party: Yes per manufacturers details. For use in HVHZ Zones. li 50. 26 Ga. GulfPBR Roof Panel 26 Ga. GulfPBR Roof Panel over open framing Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL11650 R2 II 14FL11650 3 R2 26GuIfPBR 44a3'daIRO h D r 'I df FL11650 R2 II 14FL11650 3 R2 26c- IfPBR Open Framinq.pdf Verified By: Dan S. Kuhn, P.E. 75519 Impact Resistant: N/A Design Pressure: +N/A/-40.0 PSF Created by Independent Third Party: Yes Other: -40.0 psf @ 5'-0" o.c. fastener spacing. Evaluation Reports Install per manufacturers details. Not for use in HVHZ Zones. FL116SO R2 AE 14FL11650 3 R2 26GulfPBR Open Framing.odf Created by Independent Third Party: Yes contact us:: 2601 Blair Stone Road, Tallahassee R 32399 Phone: 850487-1824 The Stale of Florida is an ANEEO employs, Coovricht 2007.2013 State of Florida:: Privacy Strateffien :: Acaussil,iffiny satm—e_nt:: Refund statement Under Florida law, email addresses are public recnNs. If you do not want your e-mail address released in response to a public -records request, 4o not send electronic mall to this entity. Instead, mntact Ne 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 it 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 berg.. Product Approval Accepts: r—iM WA 91910 secucit}•n1��rxlcs http://www.floridabuilding.orglpr/pr—app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2fTr... 8/24/2017 S� f� C . `1 GUIf °& SUPPLY & MANUFACTURING Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2,1504.7. Product Description: GuIfPBRTM, Minimum 26 Ga. Steel, 36" Coverage, through fastened structural roof panel. Structural Application. Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2014 Section 1507.4.3. Paint Finish Optional Yield Strength: Minimum 80.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2014, Section 1507.4.3. Panel Dimension(s): Thickness: 0.0185" min. Width: 36" Coverage Rib Height: 11/4"'Major Rib at 12" O.C. Panel Fastener: s ra a escrrwtlon: - Design Uplift Pressures: #12-14 x 1 A" HWH SD with sealing washing or approved equal at 12"-12"-12" fastener pattern. Panel side laps fastened together w/A -14 x?/a" HWH SD w/ sealer washer at Maximum 20 O.C. Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4 9lntrnum 15 Ga, tee rarriing Must be designed in accordance w/ Florida Building Lode 2014. Table "A" Max�IrT�urTt?�es��iffiRre�sl e�' �;4�i 0�a Fastener Pattern 12"-12"-12" Fa,npr'SIaCig �_':,'''. '-'.6`.0•.' Design Pressure includes a Safety Factor = 2.0. M ve, P., yi ENZY CCU f SUPPLY & MANUFACTURING Code Compliance: The product described herein has demonstrated compliance with the Florida. Building Code 2014, Sections 1504.3.2,1504.7. 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: • ASTM E 1592-05 Test method for structural performance of sheet metal roof and siding systems by uniform static air pressure difference. FM 4471-1992, Section 4.4 Foot Traffic Resistance Test :f Reference Data: 1. ASTM E 1592-01 Force Engineering & Testing, Inc. (FBC Organization # TST-5328) ;f Report No; 117-033 1 T-08C, Dated 11y08/2008 2. FM 4471, Section 4.4 - Foot Traffic Resistance Test. 1 Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 117-0238T-09C, Dated 07/21J2009 3. Certificate of Independence By Dan Kuhn, P.E. (FL# 75519) Q Kuhn Engineering, LLC (FBC Organization # ANE ID: 10743) Test Standard Equivalence: 1. ASTM E 1592-01 is equivalent to ASTM E 1592-05. 2. The FM 4471-95 test standard is equivalent to the FM 4471-1992 test standard. k: 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 L'. ., manufacturing under a quality assurance program audited by an approved quality assurance. entity. Minimum Slope Range: P 9 Minimum Slope shallcom I with Florida Building Code 2014, including Section P PY 9 9 k; 1507.4.2 and in accordance with Manufacturers recommendations. for slopes less z than 3:12, lapsealant. must be used in the panelSidelaps. Installation: Install per Manufacturer's recommended details.. Insulation: Manufacturer approved product (Optional). Roof Panel Fire Classification: Fire classification is not part of this evaluation. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. Design Procedure: The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout. The maximum fastener spacing listed herein shall not be exceeded. Support framing must be in compliance with FBC 2014. Design wind loads shall be determined for each project in accordance with FCB 2014 or ASCE7-10'using allowable stress design method. .