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Home My WebLink AboutPRODUCT APPROVALn EZ14 v.� IM, BOS Race !log In tuner Hot moles.: suhmtt surcherae Stab&Fara PoOt Ntmns'j w5tanl anssnenap Wla Seardi '. op rCOPY ➢rceuct aaom,}ManuaFraluc:wavd�caMn SeTr<h>.Aodi xae kra-Appllcaeon peeni. FL 4 FL21423-R1 Applicaation Type, Reyision. RECEIVED Code Version 2017 Applicatlonstatus. Approved MAR 12 2910 Comments Permitting Department St. Lucie 0ijhty Archived L Product Manu facturef Sunlast Metal SCANNED Address/Phone/Email 2120 SW Perna Drive BY CONCEALED FASTENERS OR TACHMENTS P2im city, -FL 34990 AT (772) �23-4oss St. Lucie County ARETHERESPONSIBILTTYOFTHE flvandatlon@yahoo cam CONTRACTOR OR RECORD Authorized: Sgnature Terry Kagron , fkoakdatlon"hoo,corn Techniml Representative rc.C.Ntit t CITO� ' O AddreWPhone/Email 1 2 SY. LUEi@ cdU- 6 t B NN S D ISION ....-.___Quelity.As mi)ceRepresentatlue .__ ..._ ....._.. ----REVIEWED.-FOR COMPLIANC. _ AddiessJPhone/Email REVI DATE Category, Roo r�'FN�(�� P M T MU T BE KE N B Subcategory. iJQ9g' NO INSPECTION(S) W L E MADE Compllance.Method Evaluation Report from a Florida Registe A Itect or a Licensed Florida Professional Engineer C Evaluation Report - HanImpy Recei d Florida Engineer or Architect Name who developed Diane G. Marotta„P.E. the EvaluaOq' Report Florida License PEB2591 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/02/2026 Validated By Locke Bowden Validation Chaddist - Hardoopy Received Certificate of Independence FL21423 R+ C01 F 1423 r AX BEACH LIPLESS St1APLOCK 24GA COMPLETE WITH DETAILS:odi Referenced Standard and Year (of Standard) Standard Year TAS 100 1995 TA5 125 2003 Equivalence of Product Standards Certified By SectionsfrDm the Code ARE SUBJECCTTO Afq _L PROPOSED WORK REQUIRED BY FIELD INSPECTORS THAT OMPL W THSAL APP II ORDER CODES. go '�{ .. - '6 "at:d Bps Hame Lag in i User Ae9Blradon Hat Tapia Sub t Sam ,e, Sm¢ & Fails PUIYUaUons i FBCStaB ':. BCIS Svte Map LfMs ! Smrch bProductApproval w: wbuc use :rc�s I-P PydMC_6 r M Menu > Praluct e A M%t1.tt n�y�a3 > APPIim6an Rsr Search Criteria Refine SEarcn Code Version 2470' FI ALL Applicatlon Type ALL Product Manufacturer Sunlast Metal Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance EntltyContract Ekpired ALL Product Model; Number or Name ALL Product Description ALL Approved for .we"in HVHZ ALL Approved for use dutslde.HVHZ ALL Impact -Resistant ALL Design,Pre re ALL Other ALL =..L a '..Ik FL, L Toe Manufacturer Validated By Status F"1744-R4 Revision Suniast Metal Locke Bowden .Approved History Category: Roofing (334)300-1800. Subcategory: Metal Roofing FL31383-R1. Revision Sunlaa Metal -Locke Bowden. Pending FBC Approval Category: Roofing (334) 300-1800 Subcategory: Metal Roofing "a Ision Sunlast Metal o tmcke Bowden- _ ' (334)3O0-SBOD 'Approved—' - ' -'--�- HiY - Subcategory:ry:Roofing etal Roofing -Approved 0rGBf:l. App .M ay ..PA snag D rtvreavm ana aamn -1 m earl -my-' mnW. �� r. �s1. qW:: 2601&t5 A d Mhmte R 23"LMDILS52:JU-1826 Toe Sate of rbd0a 6 an AA/EW emplii er. C Pvrlaht200J-2013 State a MMa.:: privacy Statement:: ACKKs3ARv SrMement :: HeIMWI Satement Produ Appravd At 1�: � W m99 m s ;�CtinL} ttlpl'RICS ' Product Approvai Method Method I Option D Date Submitted 10/21/2017 Date Validated 10/29/2017 Date Pending FBC Approval 10/31/2017 Date Approved 12112/2017 Summary Of Products[ - FL # Model, Number or Name Description 21423.1 )AX BEACH SERIES CLIPLESS SNAP 1.5 24GA 15-19" WIDTHS OVER 15/32°4-PLY COX LOCK PLYWOOD Limits of Use Installation Instructions Approved for use'in HVHZ:-Yes Approved for use outside HVHZ: Yes- Impact Resistant- N/A. Deslgn'Pressure: +N/A/-161PSF fl-71423 RY 11 F1,21423 1 SS JAX BEACH Se ies-CLIPLESS SNAPLOCK 24GA COMPLETE WITH DETAILS odf Verified By: Dtarle"G. Marotta, P.E. 92591 Created by Independent Third Party: Yes Other.-1451PSF@6°0.C:,-97.25PSF@3"0.C; INSTALL PER Evaluation Reports MANUFACTURER'S DETAILS AND IN COMPLIANCE WITH FBC F 21,123 RI' A 1471-SS-JAY BEACH Series- 'C IPI FSS SNAPLOCK•24GA-COMPLE-E WITH DETArLS odf 2017', Created by independent Third Party: Yes 21423.2 )AX BEACH SERIES CLIPLESS SNAP 1.5 ALUMINUM :032 SC 15-19`: WIDTHS OVER 4-PLY COX COCK ALUM .PLYWOOD Limits of Use installation Instructions Approved for use In HVHZ: Yes Fl>i4>3 Rt IS Jaz Bga4h 0 32 ALUM Sg8EL4 K NDER- ss.odf. Verified By: Diane G. Marotta, P.E. 82591 Created by Independent Third Party: Yes Approved for use outside HVHZ: Yes Impact Resistant: NIA. Design pressure: +NIAI-108.5 Other:-108.Spsf@3"0.C.,-76.7506"O.C. INSTALL PER MANUFACTURER'S DETAILS AND IN COMPLIANCE WITH FBC Evaluation Reports F1.2 423 R1 AE lax Bah 0.32 AWN! SNAP LOCK SINDER- -S.ndF 2017. - Created by Independent Third. Party: Yes 21423.3 MIAMI SERIES SNAP LOCK 1.75 '24GA 14-18 WIDTHS OVER I5/32" APA. PLYWOOD Limits of_Use_....-_.__... _. _.. _._. .. Installation.Instruckmos:.._.._....__ ... .__. Approved. for use in HVHZ: Yes Approved for me outside HVHZ: Yes. Impact Resistant: N/A Design Pressure: +N[A/-156.75 Fi>1423 RL IT FL21423 3-'5-MIAMI SERIES 24GA SNAP LOCK:"_.75 COMPLETE withal=_tails.ndf Verified By:. Diane G. Marotta, P.r. 82591 Created by IndependentThird Party: Yes Other. 414.25PSF @16"O.C., -156.75PSF @8"O.C. Evaluation Reports INSTALL PER MANUFACTURER'S DETAILS AND IN FL21475 RI -AE FL21423.3-SS-MIAMI SERTE5 24GA SNAP LOCK 1.75 COMPLETE with details odf' COMPLIANCE WITH FBC 2017. Created by Independent Third Parry: Yes 21423.4 MiAM[ SERIES SNAP LOCK L75 .032 ALUMINUM 14-18 WIDTHS OVER IW32" ARA PLYWOOD ALUM Limits of Use _Installation Instructions Approved for use In HVHZ: Yes Approved. for use outside HVHZ: Yes' FL21423 R1 II FL21423.4-SS-MIAMI SERIES SNAP LOCK 1 75 ALIJM 0 032 COMPLETE WITH DETAILS Ddf Impact Resistant: NIA Verified 'By: 'Diane G. Marotta, P.E. 82591 Design Pressure: +R/At-114.25 Created by Independent Third Party: Yes Othem-110.5PSF@12"O.C.-114.25PSF@6WO.C. INSTALL Evaluation Reports. PER MANUFACTURER'S DETAILSAND IN COMPLIANCE WITH 1`01=>3 Rl AE FL2142' 4-SS=h1IAM1 SERIES 54AP LOCK L75 ALOM 0 032 40MPLETE WITH'DFTAILS.Jldf FBC 2017, Created by,lndependent Third Party: Yes 21423.5 PALM BEACH SERIES MECHANICAL 24GA 12 = 20"-WIDTHS OVER 15/32" 4-PLY COX PLYWOOD LOCK 1.5 Lirults.Of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistarrt- N/A Design Pressure: +N/A/-112PSF FL21423 RI it FL1424 5-SS-PALM BEACH SERFS 1.5 MECHANICAL LOCK -COMPLETE WITH OETAILS odf Verified By: Diane G. Marotta, P.E. 82591 Created by tndepeudent Third Party: Yes Other: Method 1-90 DEGREE SEAM-93.Spsf 24"O.C. Evaluation Reports Method 2-90 DEGREE SEAM-101PSF B" O.C. Method 3-180 FL21423 RI AE FL21423 S-SS-PAI M BEACH SERIES 1,5 .MECHANICAL LOCK-COMPLFTE WITH DETAILS odf DEGREE SEAM-112psf 6"0.C. Fasteners per Gip: 2INSTALL PER MANUFACTURER'S INSTALL DETAILS IN COMPLIANCE Created by.tirdependent Third Party: Yes WITH FBC 2017 21423.6 PALM BEACH SERIES MECHANICAL .032 ALUM 16 OR 20" WIDTHS OVER 15/32" 4-PLY COX LOCK 1.5 ALUM PLYWOOD Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant- N/A F[>l a>3 RI ii FL2+423 6-SS-PALM BEACH MECHrfl -1 I:OCK A] iM-2017 COMPLETE WITH OFTATLS.ddf Verified By:.Dlane G. Marotta, P.E. 82591 Design Pressure: +N)A(--131PSF Other: METHOD 1- 90 DEGREESEAM-63.SPSF 24"OIC. METHOD 2- 90 DEGREE SEAM-86PSF 24'O.C. METHOD 3- 131PSF 180 DEGREE SEAM-6'0.C. 2 FASTENERS PER CLIP INSTALL PER MANUFACTURER'S INSTALL DFAILS IN COMPLIANCE WITH F902017 12f sz?'' I SERIES - KEY WEST S V CRIMP )IZ; Yes WITH Yes i dent Third Party: Yes Instructions PLYWOOD - t)''Yes -. 16` OOVER40E WIDTH 0 SERIES - MART LINE I-ETE- WITH DETAILS.odT' —82591. rty: Yes Yes 6at3s _ E [+•. »•_;^Met Mal, San.. Pe e7onehasse�R12394Maee-YaO--!9'1-+.P2a lbe 5mrectPbdda is en Aa/Ei9- emplvrer. Gowrinht 2deJ-]UI3�Sfah of Padda.:: PMar 9atemert;; 8ccessTiirt+Sratemenf':: PeSmd ssarement U ernmlda Ian, email aEdresses are Wb9erecor4s. tf You do not wantyowemal ada�retassed in response mepubi!cremNs reeuest, do.nobsentl cem4Nc mnmGMe1,20.Yphone or b}.tra6t1onal maiL.IryW ha F.S. quc^,dom�. ft Dpanta3.tV64.139.0!Pursw v mVmw.435. (t). Fbrvla Stamies, eHtaive October 1, i012, licensees fioensed bruW lTap[er 453. F.S. mtrs[ provWe'the Departmentt+_IN an emz9 address V thaY bate ane. cm±ill pro-+Med may be ,uad rpr pP'ic!ul c,.mmunic_tici w?ih the Ikensee. liwievc ema9 addiassts are puC9c ramrd. Ir Y4u to nat r.56 m suppry a personal aWress, ple�:e prtiVt4e SFRrTbpartment u@h'anema9 addi<^.s,,M3th"c0n'be mideavadi�� peaVG:'Tv eeTmiOrc'iryan art eNcemttander Ghap[er 455, P.5:, pleas<� • 'Pronuct ApprovelA¢epbpt� m foil. ER Safe ' - -- Value Engineered Metal Mooring Tm s 91 Imp pfv16 'O �'9•' fCt fPs l'V 4Y1Y4R 5 ';+ i z.n -} tORIVA"PRODt1 � t? Q"Ill ire Y.�YJ1lii 1:Y[�1iUCfl(11i::�aQ}IINF 266A 5 V CRIMP Roof Panel over 15132" Plywoad - Florida Product Approval #21423.7 Florida Edding Code 2017 6th:ed Per Rule 61Gn-3 Method: l -0 Category: Roofing Subcategory:: Metal Roofing Compllance.Method: . ........._RulO61G20-3 .._..,___ _..... _... -._,. _ .-. .._ HVh12 Produet Manufacturer. Su-la3t,' '.W! 2120.5W Poma Drive Palm CI'.}`, Florida 34390 Engineer Evaluator Diane G: MaMtta;P:E. Ft.reg-#'82591 1915 NE-W.V. #107 Fort Lauderdale,FL333W 954-376-8004 Locke 0owdezi, P.E., FL #49704 8350 Atygbury Place Montgomery, AL 36117- Dian"-Mar6tt4� P.E: EL.regr.82591 seat compliance Statement: The product as described in this report has -demonstrated compliance with the Florida Building Code 2U17,,Sections.1504.3.2,150Z.1.i;1507.4.3,.i51o.9,1523.6.5.2.4 _ Product Description: 26GA 5 V Crimp Metal Panel,20 Width, Roof panels; 5/8",Rib height, 12" O.C. -- Panel THRU FASTENED pto s,132 AP- Piyq;ood decking Non-structural Application, FOR USE IN HVHt. Material:26GA metal conforming to Florida Building Code 2017 Section 1507:4-3' Yield Strength:551(51 .. Corrosion Resistance: Panel Wteriatshall'complywith, Norlda Buildingt)ode 2017,Seddon.1507.4:3 - - �'--•"'-" • - i r. Panel: Dimensions: Panel Width 24" width Fastener. Wood-Zac XG fastener m+/Neoprene washer or, equivalent #10.Hex Head. Corrosion Resistant per Florida Building Code -2017 Section 1506:7 --- --- - -- -------�- ,3/16"minimum penetration through plywood. Corrosion Resistance: Perttorid&building Code-2W-4, Sectiwi 1566.6; 1567.4.4 - -- - - 15/3T' AuA p',' nnd, niywnod supports at maximum 2s' O.C. Design of plywood and plywood supports are outside the scope of ;this evaluation. Must;be designed in accordance wI Florida Building Code 2017. Design Uplift Pressures:. Uplift;DesignJPressure: with Safety Factor 0f2 TCiotc A .. _ -.. Roof Areas - - field - Max Design -Pressure :-78.5psf-189+25psi Fastener Spacing 16"ox- �a= D.C. - I I Fastener size. #14 # +0• - insulation: botional Rigid Insulation board, 3` max thickness compliant with FBCZ017 section 1508.2 . _. quality Assurance: in accordance:witti FBc2017:and Flute :# 616203: Keystone Ceriifiratiorr,-- Inc. QUA 1824 .. -.. _- ..�_�.._.... Test References: ' Architectural Testing Inc (TST 1527).# F0755.01-450-18 TAS 125-2003. Architectural Testing Inc (T5T 1527):#0412.-1017-05 TAS 125.2003 Architectural Testing Inc ITST1527)# SFMS-001-02-01 TAS >100-1995 , 88944.01-450-18-TAS 125 Pill Construction Material Technologies(T5f5878)-At Zi oOi-02-t11/C5 TA5116-203 — PRI Construction Material Technologies(TST5879)AIQC-001-02-01105 ASTM B 117-2002 A'r<to Nobel CoaSn�s. Inc. � ab Fdrm ARM"G I54 • " Code.Compliance;zhe.gi4#1tISL4)e34lhgli hgrgig demonstrated compliance with The. Florida Building Code (FBC) 2011 Section,- 1504.3.2. The oroduct evaluation is limited to compliance with the structural windloadrequirements of the FBC 2017, as . relafesto"W461+;20-3...---- Minimum Slope Range 2/t2 Mininturr. Slope per Florida Building Coda 2017, and in accordance With Manuracturreis - recommendations: Installation: instali- per manufacturer'srecommendeddetailsincompnancewithFBC2p17andJ;AS,133. .. UnuerlayinenLPe, manulactus rer:sinstallationguldelll a.gr'rlciridaBuldmgrode'�Oi7utSptei'150r,C1�a 115-7.,..., Pege4of4 - Root Panei Fire Classification: Wo classiiica.w;1. - .- ShearDiaphragm:valuesare outside thet scope: otthisfeport. --- .. :sign Prot-Ji.` ...I :h _ d7rnen5!, r- of the S! "t'.C! t:rC, a(:'y`I::.dL"le :NInd loads are determined using Chapter 16 of the Florida Building Code 2017-roof cladding windJoads:Component :wind bads for roof -cladding are compared tothe -allowable-- -- — pressure fisted above. Design professional shall select the applicable erection details to reference in drawings for correct x _ .. '. .�.. _�`.. . -taro Id2ia��'f<-'p'-neIfas'.ener,.`a-;+t;lail?£;It�.DLUiQVCi: Scppor framing.raustbe _� _ _ �__.. , comoliantwithF1666EulldinggCode20T7Ehaoter22foi'steel;.Chapter2g:for.'woodand ChapterIliforsiructural-loading. -- `�- ^aqui; � � det-rmir�ed per projeC, per FIX 2017 and any rational analysis computation shall be prepared by a ucensed des�a,pr�ress uwei. Certificate of ladepenacrno_ Diane G. Marotta P E does'not have no,- will acquire financial interest it any company manufacturing or distributing products,underthisevaluatiomDiane'G.Mar tta,,PE.isnot-ownedoroperatedortontrolled.by ~v any company manufacturing or distributing product under this report. PRODUCT EVALUATION REPORT Page 3 of 4 r. - n a x a c .. ra e Fn.-;tP.nP.r: #3 10HexHead WinPDOrene washer per Evaluation Report Specification TMZAL: SSMIDLY PRONLE VIE r' Uve as J dCilo�J