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Home My WebLink AboutPRODUCT APPROVAL' 3lt,O?Ti18 . Ili — L -A1 • 'c• W."rL RmWY OTNUW6LNdfllCv" OwZxt�yR.Pfb6i Evahsaram Report Fdmida 5FE 74 II QuAty A� Bdity I UL UC Qlww ACatltlltE,- I' DA, 1213ii2ma VaG 6y [nd:eBoaakn A.E .• N Qvaldsi-Hudmpy Received cowbMteundepaximce •s�.ialr _ _ _ _ _ _ _ R Standard and Yea(GFSmldmQ Standard V� AS(M D 19M 2ms ASiM D 2M 20M AS7M & ig 2pp5 TAS 103 L%S lR 1897 2012 EWdveimm of Pmdmt Standmds Cergied 8y Sectim fium the Cade vl If-li iii ?X MI FkIB38mlkffrg Code Online Detespbmitted Date Validated Date P'ig FBCApprorA Date Approved 10l IM17 Ign.nal7 IR/1717D17 f7rnrmr7 SununaryofPSOCIBEIS Fd. dt model, Idrrmbaordlamme Desuiption 9777.1 Veaffrecwdc G Wrsdlse'prourmg yatett Lirm'6 of tise Approved for se in HWFM No Appawedfermsec 1 -9 W MYg FtgM RITII 2a Z917 FBC B a!yals .rt Report VVea9cripdcbbn4DW.tvtF hoparY ism MIA Va-die d By--Zad�V IL AAMI:74M f Design Ps¢ssmae WA Other Seaevahmfim.vpwtf2rff q5 pftisa� Crate yy7xlepmdent7yfwd Parma Yes i IIcgag i { td9777 R31 AE OLL"^+`� *� 21rr7 FBC Ev2kiatfan Re_ .r- VleaiFrlTacYTiwaa-RA-12-+�f ` CFEahEd byIreimt711'>td Party_ YES r 97772 Weaft m tackG(lfrgh Tear) W un±-tayarent Lints of tSe Approved for mselbdiYdm m Appraved5rome o�fdeHVlit Yes 11 1 V-9M RII iL VE L4W7 Ba 2017 FBC Evaluation Rem { u«rfiytz vdf ImPac! K.ZLZb WA Design Rip: WA Offter_See ewakoffan repwtfur 6m35 eft r VaRedBr Zadmry R_ priestPE74021 Crea edby Itrdetaidm&-Mrd Party_ Yes Reports �I`CreatEdbyIndVerKkmt:ThRrd 9777 t t Ea 21717 FE'" L-v3#•�%.*rt R ea*—r iadc Wm HVHZ adf i1j PaYY: Yes 97773 ]dleadt rledc MAT Ur>dstayment LYmiis oFIIse AppravedforrselmHVEMYes Approved for use outside HWIM- M Installation Insbucgom. r k Fi3777 Rif II DCR14002ffis 2017FEC Fvab-tt%n Report i i VA!aHrErbcKHVHZ.odf RrssTanh WA VErifsed By_ Zadray R_ Pnes2:74021 I Desge Pew WA Outer See evahsgon reportfar5ruTs of r� i by 7adepCi)rird Party.Yes i a E Reports t F7.9777 P-3I AE (X:FU4002_Bh2M FBC Eyal bm Report j i Wedtherfok HVt¢.vdF s Pr ted byImiepeadEr3"fhad tom. Yes 9777.4 kWeahsfack MAY ELYai {+ag(htt kp..t LIMIRS of Use Approved far mste to HtrMZ--im Approved farrse oumdcH:FiiZ-Y¢ m-par2 WA Desfto Pressure: WA Otbre- See eVBbsI7Mteport GFt 9777 R'r IT tXIL f 2017 "Evr3�gan rt I tV eaflierioHc timr-FplflZpdf I Ve3ed By-ZadtaxlrR. 740;M Created by I»r>epsdartThhd PaaV-- Yes mgrats; ![[[ iFl9777 R21 AE WU40U-Sa,2017 FEIC Evahraffw Report ' 6 T IbyImJepenSmitTf&dFdr.Yias 9mS Weathemchiletai -wmfav the-kwr end i LECmitsofdtse jsmlasmsctims Approved fnrrseeHJHZ: M j Approved furoseoutsWeHYMr: Yes t Impact Resisltart WA F19777 Rn fE OCR]-4WZBa2Ql.7FBC ioat rReport Weatfw0ock%Dp4JVFfK Nfer eel By-_ ZstmyR_ PnestRE-74MM Design e"a' WA flewakmirman CtBa1Pd by IrdependadTted Party_ Yes O[La SeeevahsatmnttgA. forr, - afar Reports FIJ9M RII AB MKI --_ 2017TEC Eva.W" Repo i Vye io�t4fmr}tylFfLnf t3eat� by 7h¢d Party- Yes 9777_6 Weatberfmcc Metal Waa2berprooling thmbalaymer Limits of tse I�aNay-oo7r air APPrmFedfor use inKWHE:Yes F19777 RU H OM40QIWt2GI7FBC6ratrwff0nReport weaHiotorirtNFiLadF f ApprovadfQtgee I -- mrKL-M Zmpact Resistant WA Pr®ptrWA Otfier- Sea report for knits of are f Vowed By_ zadsay R. Priest PE-74021 Lrnihed byb d*e r h.&Tl rd i4rty. Yes f321kambort Hrgrorf_s I Creab2d by husepemdeaTilhd Parlv-- Yes 9777.7 VkaH2edmkSped2RVTAe&Fkrd VA3nberp,,rg of Instawatiminshuctio� Appramd far am rlk HVKE� rto Ran? MI 11 OM4OD2-&B 2017 RE[ Evakermn P�Vort Appmwdftwuse v -, WdHF-y� MABath a* xk Y& m4lVf7- ff XmPact ResgsUEft WA fte� 4Af -142.5 ip MNMed By- Z=I�YR- ftleaWD21 Other See evahmtkn rePortfur ramls cf b y Ll d ep e m * 3 X Tt & d Party_ YesDes�qn Emablarwn Repuffft FM777 RIJ Ar: 4W�M17FFICFVhm�Fmn rc Gt by LwlepmubmtTh&d p.MV- yes Tbm'.3 &Fkffkb r"I Eil IEJ llq� kiir q�lrj�r - M.�.;l , ll�l . [-Iona tsuudmg I:ode onfine japsiness + r i i R't i e¢S Home E us 7n Us itzs oatl n i HatTop" Sobma Sadwge ; stt &Fads w' SCANNED Product kzhk13 royalUSEIL _ BY :. St. Lucie County cm„ =Am,wal. .>£,ae+*�.nS ft> AodrmFian List> Appecxrio„ Deena FL # FL17022-117 Application Type Revision Code Version 2017 Application Status Approved care ha. A91Ur aara par4 Dirral6^1iu.vlAci 08P Comments O8/18/2017v. date reapply OEV21117 Archived Product Manufacturer Extreme Metal Fabricators, LLC Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 fivarldation@yahoo.mm Authorized Signature McKuhen L 0Richard validabbn@ya oo.mmFI COp� TechnicalRepresentativeRichard McKuhen I9n Z Address/Phone/Email 2160 SW Poma Drive n JAW FOR Palm City, FL 34990 (772) CODE COMPLIANCE richard@ehard@emfab.net ST. LUCIE COP TY AssuranceRepresentativeesentative BOCC ddreQuals (Phon Add2u/Phone/Final Category Roofing Subcategory -- Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardmpy Received Florida Engineer or Architect Name who developed the LOCKE BOWDEN Evaluation Report Florida License PE-49704 Quality Assurance Entity Keystone Certifications, Inc Quality Assurance Contract Expiration Date 04/22/2024 Validated By Zachary R. Priest, P.E. � Validation Checklist - Hardmpy Received Certificate of Independence EUZ022 R7 COI FL 17022 1 S V CRIMP ssr.odf Referenced Standard and Year (of Standard) %andard Year TAS 125 2003 UL1897 2012 ULS80 2DO6 Equivalence of Product Standards Certified By Sections from the Code 0.slftridabulllding.orglpr/pr app do.aspx?param--vGEVXQwID4v2aBOpHPQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 1/4 riorma nimomg uncle unfine Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 08/18/2017 08/25/2017 08/28/2017 10/10/2017 FL # I Model, Number or Name Description 17022.1 1 - `SV Crimp` (R6) ]zMechanicaRy Gauge steel, 3/8" rib height, 24" wide lapped roof panel attached to 15/32` plywood or Wood Deck with eners f Limits of Use Installation Instructions ' Approved for use in HVHz: No FL17022 R7 II FL 17022.1 S V CRIMP m df Approved for use outside HVHZ. Yes Verified By: Locke Bowden, P.E. 49704 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +WA/ Table A Evaluation Reports Other. Refer to evaluation report for conditions. Install the FL17022 p7 AF m 170221 S.,.-.IMp ___ pdf assembly In compliance With the Installation method fisted in Created by Independent Third Party: Yes this report and applicable code sections of FBC. Referto manufacturers installation instructions. 17022.2 12 -'SV Crimp" (116) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant No Design Pressure: +N/A/ Table A Other. Refer to evaluation report far conditions.Install the assembly in compliance with the installation method listed in this report and applicable code sections of FBC. Refer to manufachirer's installation instructions. 17022.3 13 -'1.5' Mechanical Seam` (R5) 0.032' Aluminum, 3/8` Rib height, 21' wide lapped roof panel, mechanically attached to 15/32' plywood or Wood Deck with exposed fasteners Installation Instructions M17022 R7 II FL 17022.2 S v CRIMP 0 pa AI I IM r a Verified By: Locke Bowden, P.E. 49704 Created by independent Third party: yes Evaluation Reports Fll70Z2 R7 AE FL 17022 5 V CRIMP D D r h rM ssr odf Created try Independent Third Party: Yes 1.5'rib height, 16' wide, 24 gauge steel, standing seam roof Panel mechanically attached to 15132' plywood or wood deck With chhps and fasteners. Limits of Use Installation Instructions Approved for use in HVHZ: No Fl 17072 R7 D H 170 t MECHANICAL Approved for use outside HVHZ. Yes s_m 74.^'_ sR t�dr Impact Resistant Verified By: Locke Bowden, P.E. 49704 Design Pressure: +N/A/ -Table q Created by Independent Third Party: Yes Other. Refer to evaluation report for cord -,Um m and Evaluation Reports limitations of use. Install the assembly in compliance with the I FU7022 R7 8E FL 17022.3 1.5 MFCcrANICAi installation method fisted in this report and app0mbie rode I seam 24aa ssr odf sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes Instructions. 17022.4 14 -'1.5' Mechanical Seam- (RS) 1.5' nb height, 16' wide, 0.032' aluminum, standing seam roof panel mechanically attached to I5132- plywood or Wood Deck with dips and fasteners. I Limits of Use I Installation Instructions Approved for use in FiVHZ No EU7027 R7 Ir R 17022.4 MECHANCIAn SEAM Approved for use outside HVHZ., Yes ALUMINIUM ssr_ ( I Impact Resistant: No Verfied BY- Locke Bowden, P.E. 49704 Design Pressure: re- +N/q/ Table A Created by Independent Third Pam: Yes I Other. Refer to evaluation report for conditions and Evaluation Reports limitations of use. Insta[I the assembly in compliance With the FL170 7 R7 A Fl 17m7 4 MECHANCLA SFAM Installation method listed in this report and applicable code ALUMINUM ssr odf sections of FBC- Refer to manufacturer's installation Created by Independent Third party. Yes instructions. 17022.5 15 -'1 In. Nall Strip' (R5) Units of use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant No 1' rib height, 16' wide, 26 gauge steel, standing seam roof panel mechanically attached to 15/32' Plywood or wood deck with fasteners. Installation Instructions M7022 R7 11 FL 170 7 5 1.0 RAn STRIP s'T df Verified By: Locke Bowden, P.E. 49704 Created by Independent Thad Party Yes 5JhflOW1bui 1 o I m9• W�p� app M.aspx?pardwPwGE1/) Ow Dqv2a9QpHpOQe6rMZMkUEoR°%2bGxHGxFeS=HzSgvoaveeg%ad%3d 2J4 Design Pressure: i. 1`-TableA Evaluatim' 'orLs Other. Refer to evalr ;i report for conditions and EL 70 I 17072 s 1 NA croro ssrndf limitations of use. Insiadme assembly In comprianco with the Created by Independent Third Party: Yes Installation method listed In this report and applicable mde sections of FBC. Refer to manufacturer's Installation Instructions. 17022.6 16 - "1 in. Nail Strip- (115) 1' nib height, 15' wide, 0.032' aluminum, standing seam roof panel mechanically attached to attached to 15/32" Plywood or Wood Deck with fasteners, Limits of Use Installation Ifnstructions, Approved for use in HVHZ: No FI 17022 R7 II FL 17022.6 1.0 NAIL STRIP 0,032 Approved for use outside HVHZ: yes ALUM ssr,edf Impact Resistart: No Verified By: Locke Bowden, P.E. 49704 Design Pressure: +N/A/ Table A Created by Independent Third ParLy: Yes other. Refer to evaluation report for conditions and Evaluation Reports limitations of use. Install the assembly in compliance with the W70 2 R7 AE 1702 6 1.0 Ken STRIP 0 O 2 Installation method listed in this report and applicable code ALUM ssr.odf sections of FBC. Refer to manufacturers installation Created by Independent Third Party: Yes Instructions. 17022.7 17 - -1.5 in. Nall Strip" (R5) 1.5" nb height, 19" wide, 26 gauge steel, standing seam roof panel mechanically attached to 15/32" plywood or wood deck with fasteners. limits of Use tallation Instructions Approved for use in HVHZ No7022 R7 II FL 17022.7 1.5 Nail Strip 6UA r odf lApproved for use outside HVHZ: Yesfied By: Locke Bowden, P.E. 49704 Impact Resistant No ated by IndependentThird Party: Yes Design Pressure: +N/A/ TableAluation Reports Other. Refer to evaluation report for conditions M22 R7 AE FL 17022 7 1 Nail trio 26GA ssr odf limitations of use. Install the assembly in compliaated by Independent Third Party: Yes installation method listed in this report and appli sections of FBC. Refer to manufacturers installati instructions. 7 117022.117022.8 18 -'EMAX Wbgauge - (RS) 29 u e steel, la piled roof panel mechanically attached to 15/32' plywood or wood deck with exposed fasteners. Limits of use Approved for use in HVHZ: No Approved for use outside HVHZ: yes Impact Resistant: No Design Pressure: +N/A{ -Table A Other. Refer to evaluation report for conditions and limitations of use. Install the assembly in compliance with the installation method fisted in this report and applicable mile sections of FBC. Refer to manufacturers installation instructions. 17022-9 19 - " PBR MAX- (RS) Iastallation Instructions Fl 17022 R7 IT EL M022 6 EMAX Rib Ssrpd Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports EUD22 R7 AE FL M0 7 R EMAX Rib_ ssr.Ddf Created by Independent Third Party. Yes 26 gauge steel, lapped roof panel mechanically attached to 15132' plywood or wood deck with exposed fasteners. Limits of Use Installation Instructions Approved for use in HVHZ No Fl t7022 R7 II Fl 170 2 a PBR dF Approved for use outside HVHZ: Yes Verified By: Locke Bowden, RE 49704 Impact Resistant No Created by Independent Third Party- Yes Design Pressure: +N/A/ -Table A Evaluation Reports j IDther. Refer to evaluation report far conditions and Fl 170 R7 F 17 9 PBR limitations of use. Install the assembly in compliance with the Created by Independent Third Party- Yes installation method listed in this report and applicable code I sections of FBC. Refer to manufacturers installation j instructions. i 0 0 Qb Us:-7601 SWr Sm w Road Taahassee F1,32M pho, 4S7_1924 The Sbt & Fbide is A11gD v"Prope. rmodmn:2ebr-m. c."r r noriea PrN 9atannrt : A[®'dRv Statanent •• RerreM 5lahanerit nMQawW raw. vrta9 addtacs are Pidnoreaxd,•- IIrorr do •wtwmitYo,ce-nml adders rtlt�d F re�w6! to a p�c�,� n9a6C m rot Said efecirark riaa molls en6ly.Irstead, mn�2the d6Q!by Plana aby bawdnaa-IIYm hoes aoIPam.P=mib2850-487XWS "Rrtsantm Section One.The amiss -'eve Omo6 ,�ioaaadb Chapter4SS FS. P4atPrwrde the Dgennr dwah an n®7addces iiUrer have Provided rial. be as<d raroffidal c4rrPieadration WSthe trraax Irowevamaladbr�are Pdicr.Co.L 9roedim S mtwish m pplya Permrai address• Please prwlde the rrdh an anaH address whidi �i he node Mbble to the Public -To dehrmF* aycu are a eRrsee miler Owpbw 455• FS., Please tl * eo . �APP v Am sJMwk p ing-"WPrfPr aPP_dff-asPx'iparanT=wGEVXQwMq 2aBOPHPQQe6MMkUEoR%2bGxHGXFe5QkCHZEwOQveeg%3d%3d 3/4 Palm City, Fl. 34990 Compliant with Florida Building Code 2017 (6" ed.) Compliant with Florida Product Approval Rule # 61G20-3 Compliant: Keystone Certifications Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec. 1507.4.2 Yield strength: 50 ksi min.; Attached to min.15/32" plywood or Wood Deck w/ min. OA2 specific gravity with screws. 24" Coverage Rib Height 3/8" Corrosion Resistant Compliant: FBC Sec.1507.4.3 Fastener 1(Method 1 Attachment): #9 x 1-1/2" Hex -Washer Head wood screw* to penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet requirements) Fastener 2 (Method 2,3, & 4 Attachment): #10 x 1-1/2" Hex -Washer Head wood screw* to penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet requirements) Underlayment: To be compliant with FBC Sec. Chart 1507.1.1 Slope: Shall be in compliance with FBC Sec. 1507. See Fastener attachment specifications above Install Details: Table A Allowable Loads I METHOD 1. METHOD 2 METHOD 3 METHOD 4 DESIGN PRESSURE* -86 PSF -93.5 PSF -101 PSF -228 PSF ROW SPACING 16" ox. 16" o.c. 8" o.c. 6" o.c. FASTENER SPACING (ALONG Panel width) 12" ox. 12" ox. 12" ox. 12" ox. FASTENER SIZE #9 #10 #10 #10 Reference Data: ARCHfrECTURAL TESTING, INC. TST ID#.1527 UL 580-06 & 1897-041 Test Report 1115893.01-450-18 05/02/14 Test Report F3366.01-450-18 12/18/15 TAS 125-03 Test Report D05893.02-450-18 07/22/14 *EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897-1� *Design pressure margin of safety 2:1 n nru Locke Bowden, P.E. does not have, not will acquire a financial int�gppq(rm�iyfacturing or distributing products under this evaluation. Locke Bowden, P.E. is not owned, operated, or controlled by a& cornparflF m569&lturA, or distributing products under this report. go /7 FL17022.1 d&rimp (26GA Steel), 24" Wide Rc&anel -Details -imitations: 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 61h ed. 2. Minimum slope to be compliant with Florida Building Code 2017 61h ad., and per with Manufacturer's installation reference. 3.. Products are compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: 1-D 4. Engineering analysis for "project specific approval by local authorities wTiurisdiction is allowed by other registered engineers. 5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. 6: Support framing in compliance w/FBC 2017 61h ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for Structural Loading. 7. This report does not imply warranty, installation, recommended product use outside of this report. —Faslar� - #9.1-Ire Mn. m #10x 1-11T MirL par Tabk M-for Row 5SVUWpWPWM Spacing and Design Pressures Hex Washer Head Wood Screws Deck: -1532'argmaler Plyw or - Wood plank 24' — 12' DPr'0 L+L STFMTicfis Panel Profile Nominal12" I Nominal12" C.C. o.c. Fasten ' x 1-1/2" Min. or #10 x 1-1/2" Min. per -fable "A" Hex Washer Head Screw Spaced 12" o.c. across the Panel WNdth Panel Refer to Table "A" for Spacing Along Panel Overlap Length Deck- 15132" orgreater Plywood, or -Wood plank 1/4/2018 _ Radda Building Code Online : _\ Credit Card Safe ttpsgMoridabuilding.org/pr/pr app dU.aspx?param=wGEVXQwt0gv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg°/,3d%3d 4/4