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Home My WebLink AboutProduct Approval BC IS Home {Log"in User-Registretlon t Hot TOPICS :Submit Surcharge' Stats&Facts,'` Publicatidns;,'Contact..US (=BCIS Site Map ; Links 'y_ Search'{ or Product Approval ;� USEVU.PubllcUser ProducfAoorovalMehu�proGuctnrAolilicat oKSearcli s Aonllcation Eist>AppilnUan.Detall fi FLA FL116517R3 Application.Type. Revision Code Ver§ion 2017 Application'Status Approved "EVIEWE® FOR Comments CODE COMPLIANCE Archived ❑ ST. LU C I E COUNTY Product '1 C Manufacturer GuIE'CoastSupply&Manufacturing,LLC. C Address/Phone/Email 4020:S.W..4"49th Street Horseshoe Beach,FL:32648 (352);498-0778 lnfo@gulfeoastsupply com C z Authorized Signature Eng David info@gulfcoa"stsupply:com: ! RECEIVED if Technical Representative David Eng :Address/Phone/Emaii 29 2nd Pi. Ste DEC 202a Newberry,FL32669 (352)498-0.778 permitting Department info@guifcoastsupply..com St.Lucie County i Quality Assurance Representative David,Eng Address/Phone/Email 14429_SW 2nd PI Ste G30 { (352)4 8-0778.669 IF 1 LE COPY F david.eng@gulfcoastsupply.com C ( Category Roofing i Subcategory Metal Roofing i- Compllance.Method_ Evaluation Report frorma-Florida Registerdd ArrhiEeet or a Cjcensed Florida Professional Engineer ❑ E valuation.Report--.Hardcopy Received f I Florida Engineer or,Aic4i_tect Na.me,who_ developed Daniel,8.Kuhn the.Evaivation Report 1 Florida License PE-75519 Quality Assuranee.EnflW. Keystone Certifications,•Inc. a QuaiityAssurance;Contract Expiration Date 04/12%2024 i Validated By Locke Bowden P.E. 21 Validation Checklist-Hardcopy Received 1 I 'Certificate ofIndependence FL11651 R3 CQI Cert oflndeoendence 2017-10-09 odf "Referenced Standard:and;Year-(of Standard) Standaid year I _ I FM 4471 `1992 TAS 100 1995 i TAS 110 2000 } TAS 125 2003 UL 1897 2012. UL 580 2006. t t R � f� G b lfc, 0 1. SUPPLY &, MAtSU:F/ACTU;RIN:G 5VCR � MF 4a . GA. 5VCRIMP ROOF'PANEL OVER 15132" PLYWOOD FLORIDA PRODUCT APPROVAL NO. 11651.13 R3 T►V1 product Evaluation.Report# GULF COAST SUPPLY&MANUFACTURING, LLC 26 Ga. SV Crimp Roof Panel over 15132"Plywood Florida`.Pr,oduO Approval-#11651.13 R3 Florida Building Code 2011 Per Rule 61 G20-3 Method: 1 -D Category: Roofing. ) Subcategory: Metal Roofing Compliance Method: 61G20-3-.0'05(1)(d)' NON HVHZ I Product Manufacturer: -Gulf-Coast-Supply &:Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 Newberry, FL 32669 yy E,NS Engineer Evaluator:. No. 7551g I *� - Dan Kuhn-, P E. #75519 Florida,Evaluation ANE 10: 10743 -a 'gip rATE XII, Al Validator: s - N Locke Bowden, RE. #49704 �'�.;4VAL�E 0�0�/20 9450 Alysbury Place Y 7 Montgomery, AL 36117 Contents: Evaluation Report Pages 1 -5 FL#.1:.1651.1.3.R1 OCTOBER.5,2-017 r' i -> Gfilf :sUP'PLY & ;NtANU;FACTU':R1W.6 5 IVR ,,C R Ri M P . • • ROOF PANEL OVER 1 FLORIDA PRODUCT APPROVAL NO. 11651.13 R3 Complia. 0ce Statement: The product as.described in this report has;demonstrated:compliarice with?th-e 4 Florida.Building Code 2617,Sections 1504:3 2. Product Description: 5V Crimp Roof Panel,26 Ga.Stee1,.24" Coverage,through fastened roof panel with fasteners in the panel flat over minimum 1s/3z" plywood decking: Non Structural application. Panel Material/Standards: Material:;Minimum 26 Ga.Ste6,.AST.M A792 or ASTM A653 G9q conformingao; Florida Building.Code-2017 Section..'1567.4.3.. Paint Finish Optional Yield Strength: 80.0.ksi Corrosion Resistance: Panel Material shall comply.with:fFlorida Building. Code 2017, Section 1507.4.3. i Panel.Dimension(s): Thickness: 0.018" Minimum { Width: 24" Coverage Rib,Height: 3/a" Major Rib I Panel Fastener: #9=15x1:5" with sealing washing in_:the flat of tt e.panel or approved equal, 1/4" minimum penetration through plywood.. Corrosion Resistance: Per Florida Building--Code 20:17, Section 1506 6 1507,4A Su.bstrate;,Description: Minimum: 5/,2" thick,APA-Rated plywood,oversuppormat maximum-24" O:C. Design.of"plywood and plywood supports.:are outside thescope of this evaluation. Must be designed in accordance wfflorida Bu.Hding:Code 2017. i Design Uplift Pressures: Table A" :a � r9425 sf � 31fib x : Maxirt�rn$Toalz,Up.f> p5!gn Pressure � per, k, Y az• s-,: fR ' � ^.. 5,�H Fastener Pattern 12 12 Design Pressure includes a Safety--Factor=2.0. 4' 9F k f G L ft#1,16511.13:R3,•.00TOBER.5;;2017KUTIN .... .._ . . } •• • f SUITE IMOORE BOCA 1 1 � 4 r� y C 0. : y su..P_PGuL.Y & M,ANUF.AC:TURMS 5VCH9MF PLYWOOD FLORIDA PRODUCT APPROVAL NO. 11651-13 R3 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.;structurat wind load requirements of the Florida Building.Code 20.17;as relates`to Rule IG20-3 Performance Standards: The product described,herein has demonstrated:compliance with: UL 580-06-Test for Uplift Resistance-of Roof Assemblies • UL 1897-12 -Uplift Testfor'Roof Covering Systems. Reference Data: 1. UL 580-94/1897-58 Uplift Test Force Engineering&.Testing, Inc.(FBC Organizatlon#TST-5328) Report No. 117=0053T05.:& 117-0331T08 2. Certificate:eof Independence By Dan Kuhn, RE.(FL#75519)(P'Kuhn Engineering, LLC (FBC Organization#ANE ID: 10743) Test Standard Equivalence: i. The UL 580-94 test standard-is equivalent-to:the UL.580-d6 tesntandard. 2. The UL 7897-98 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:6-1 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 Cgde.201.7, including Secti0nn-1507.4.2:and in accor&rice.with Manufacturers recommendations.For slopes less than 8:12, 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'ClasWication: Fire classification is not part of this acceptance: Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. F011651.13'R3.6CTOBER;.5 2017_. (( D 1'r aI L III A G. SUP-PLY 3i NIf ,4N0F'ACT.U:RrNG. 5VCR � MP• ROOF PANEL •• 26 GA. FLORIDA PRODUCT APPROVAL NO. 11651.13 R3 T1v) 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,windaoadsshall be determined for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10 using allowableatress design.The maximum fast spacing listed herein shall not be exceeded.This evaluation report is not applicableJn:High Velocity Hurricane Zone. Refer to current NOA.or HVHZ'evaluation report for use of this product in High Velocity Hurricane Zone. i r I i i i r i fL#11651.1 3,.R.3.0 OCTOBER 5,-2017 IKU■ ENGINEERING, G Ulf SUP.P:LY & MANUFACTLIONG 5VIROMP .rah 6 GA. 5VCRIMP ROOF PANEL OVER • • FLORIDA PRODUCT APPROVAL NO. 11651-13 R3 ENGINEER LOAD TABLE:26 Ga. 5VCrImp Roof.Panel over 15/32"Plywood . 'ram-- Illdl �ha�nt�gtoof�' e _Ielgh s 00'�o°of SldpeGa61e orItp oo ; Ind"SpeecJs 120� ' Ja$Opl%f ExporeC°�R��Ca ego I Enelod Buying a'stlB }�ori ac�B:u IdingC d 201x7 �d � ss..rr.." .l- -: l....s..: _�.c, ?`� 120 130 140 156 160. 170 180 WAND FASTENER SUBSTRATE SPEED Penetration) (MIM 15%32'7 ON CENTER ON.CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER. SPACING SPACING SPACING SPACING SPACING SPACING SPACING `U t TsYPE.1u >:.....� •a ZONE 2 49-15x1.5" Plywood 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE.1 16"TYPE 1 16"TYPE 1 16"TYPE 1 Z�bNE ° #9 15x1 5 fPl"wood 16 tl'PEf I s+ ]'6 E t1 16 TYPE 1s '6r TYPE1ft 6.TYPE 1 1 YPE,2 «. %:. ..r 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.UPL"IFT PRESSURE:-94.25 PSFQ 16" O.C. FASTENER"SPACING TYPE,1 FASTENER.PATTERN,-1-31.0 PSF 016" O.C. FASTENER SPACING TYPE 2-FASTENER PATTERN BASED ON TAS 125,UL 580/UL 1897 TESTING. 4.)PLYWOOD DECKING:MIN.75h2"THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE'WITH FLORIDA BUILDING CODE 2017. 5.)ROOF SLOPE:ON ROOF SLOPES LESS THAR-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. zONE2 HIP ROOF a. Note:Dimension(a)is defined as 10%ofthe:mini mum-width of the building or ZONE3 I _ 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. ��1�� ♦ RIDGE </ 1 I TYPE 1 FASTENER PATTERN ! ------- (1) #9-15 x 1-1/2" HUVNv/Sealing Washer I .' �/ n ZONE 1 NI 12'r 1.2"— ' ------------------- `—SAVE At Panel Lap—� ZONE 2 GABLE ROOF <1—�— ----------------- is 1 TYPE 2 FASTENER PATTERN j - RIDGE 1/2 n (1) #9-15 x'1- HWH-W/Sealing Washer --------------------- �a �2" --9.5' 9.5" 2"1 ZONE 1 4 `ZONE 3. \—EAVE FL#.11651.13 R3 OCTOBER-5,201.7 ) i 1