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Home My WebLink About5V Crimp Metal with Letter from Extreme for roof over212MO20 Florida Building Code Online d da Fbribpr Application Type lhevivcm Code Versim 2017 Application Slatus Approved Comment 08/18/2017, date reapply 08/21/17 Archived Product Manufacturer Extreme Metal Fabricators, LLC 2160 SiAll Perna Dmi Palm City, FL MWO (772) 872-8034 fl,aficietionibyahoo.com Authorized! Signature Richard McKuhen fl,abdatuanoyalhoo.cont Technical RepresKmative Richard McKuhum AddroWlihime/Emall 2160 SW Porna, Drive Palm at, a 34990 (772) 872-S034 n&ard@embb.net Quality Assurance Addre,z/Filume/Emall Categoi,i, Roofing Subcategory Melal Rooting Complain. 1,11ethod Evaluation Report from a Honda Registered Anchibect or a Lim n,Kc! Florida Professional Engineer Er Iuall Ration - Hardoopy Received Flonda Engineer or Architect Name who developed the LOCKE BOWDEN Evaluation Report Florida License PE49704 Quality Assurance Entity Keystone Certifications, Inc. Quality A urahce Contract Expiation Date, 04122/2024 Validated By Zachary R. Priest, P.E. ' Validation Checklist- Hardcopy Received Certificate of Independence ELL7022 R7 COI Fl. 17022,l 5 V CRIMP svvdf Referenced Standard and Year (of Standard) Standard year TA 12S 2003 UL 1897 2012 UL See 2006 Equivalence of Product Stamhmds Certified By Sections from the Code hKpsllftondabuilding,oFijlprl"pp_dfl.mpxl"mm-wGEVXQMDqv2aBOpHpQQe6WZMkUEaR%2bGxHGxFe5QkCHzEqvOGveeg%3d%w 113 u2IMM Florida Milling Code Onfine Pmdud Approval Methoci Method 1 option D Data Submitted 08/18/2017 Date Validated O8/2512017 Date Pending FBC AWMI 08/28/2017 Date Appmvdl 10/10/2017 orProdu to FL Z modem l, Number or Name Dlavipton 17 hRP.JAordab.kfiW.or9tMM_app_MAWlapanam-vGEV%gNIDgV2. pHpOOe6rM2MkUEOR%2bG.HGx eSOkCH Egwooveeg%3d%3d 2/3 022.1 1 -'SV Gimp' (116) 26 Gauge steel, 3/8' db height, 24' wide lapped roof panel medunlmlly atladrad to 15/3Y plywood a Wand Deck with fasteners ilea Ipibgatorh IrISW Worla Ayproved for. in HVNZ: No a17022 R7 H OjZQ22j_5_V_CgIME_,%Vj2df Approsed for use outsidellVl¢: Yes Verified BY:I ke Bowden, P.E. 49704 Impact Rest No Creeped by Independent Third Pe": Yes Design PrewNre: +N/A/ -Table A Evihullpn Repona Otlur: RNV to evaluapon report for mMitbns. Install the Rl]022 R> AE 1701 1 V CRIMP �a Dein assembly in mmpltance with NM Installation method ILsted in Granted by Independent TMA Pad: Yes this report and applimde code sections of FBG. Refer to manufaduret's Installation InsbuNNu. 17022.2 2 -'SV Comp- (R6) 0.032' Nundmm, 3/8' Rib height, 21' wide lapped roof panel, medanically atbdhed to ISM' plywood w Wood Dedr with exposed faslener5 llmlba of the LNdYaUpn TindruNorhs •PPrwed for was, N HVNZ: No Fl 17022 RJ It R 170n.2 5 V allMP 0 032 ALUM snocif Approved for use outside NVNZ: Yet VedOed By: Indre Bowden, P.E. 49704 Dnpact Resistant NO Crated by Independent ThIN Pam: Yea Design Premrre: +N//V-Table A kYntb etias Rapine, Ot i Refer m evaluat in report Mr mnditiom-lnsuill the F 7022 R7 AF R 17022.2 5 V CILDIP e assehnbly in mmpiian,e with the imtalletion end W lisped in Created by Independent T i,d et Party: Y this report and applicable rode sectors N FBG Rab to manufacturers installation instructiom. 17022.3 3 -'1.5' Medan cal Scam' (RS) 1.5' M height, 16' wide, 24 gauge stee, sanding seam roof psnel mednaniaM attached to 15/32' plywood or wood deck with dips anti fasteners. U.R, o/Use Delimitation A6twKtlpru APPi eveel ter use in Hali Na APpoved for use euiSi0e HVNZ: Yes �m )dna �r.orlf Inwi Resistant No Verified BY: tike Bowden, P.E. 49704 Design Pressure: +N/A/ -Table A Geotel by Indspendent Third Party: Yes Oder. Mier to evaluation report for mnditiont anti limitations Evaluation Reports N use. Install the assembly in mmpllanm wind Me installation Rt7022 R> 17022.3 1.5 MP Mlfl w method listed In this report and applicable rode Sec ,nt of seam 2491 sr odf FBG Refw to manufachirers Installation irutmctMw[s. Crated by Independent Thbd Party: Yes 17022.4 4 -'3.5' Medunkal Seam' (RS) 1.5' db height, l6' wde, 0.032'sk n hose, starling seem roof panel metlanlmlly attained to 15/32' plywood or Wood peck wiM dips and fasters. pmts of Use Ins a0aton Damniethes Approved for use in NVHL• No 817022 R7 11 R 17072 4 ECH Approved fe, nee unbKis HVNZ: Yes ALMINDM es Impact Reusfant No VedfieG BY: lttke Bowden, P.E. 49704 Design Pressure: +N/At-Table A Crested by Independmt Third Party: Yes Oder: Refer to evaluation report b oincM s and limitations MnmrOtml Repents of use. Install the assembly In mmpliame wind the Installation FL17022 RJ AV R 17022 4 MECHANaM method listed In MI5 report and applicable code s ons of AWMINUMr�,Df IW. Wer to manufacturers installation IrahuGbrw. Created by Indepederd Tim Party: Yes 17022.5 5 --1 In. Nag Ship- (RS) 1'6b height, 16' wide, 26 gauge steel, Standing seam roof pa -I medranimlh` atafted to 15/32' plywood or wood deck with fasteners, lostani ton instructions, llmlb a tae Approved ler use in HVNZ.• NO 817022 R7 IT R 17071.5 1 0 NIM Rurp tt Wf Approved tar use outside HVNZ: Yes Vedfied BY: Locke Bowden, P.E. 49704 Impact Resletant: Nn Crested by Independent Thies Party: Yes Design Pressure: +N/A/-Tabla A Evalrratlon Repents OMein RNer to evaluation report fur conditions and limitations FI17022 RJ AF a i7o27 5 p of use. Install Me assembly In mnipliamo with the installation G baci by IndspeMmt Thies party: Yes hRP.JAordab.kfiW.or9tMM_app_MAWlapanam-vGEV%gNIDgV2. pHpOOe6rM2MkUEOR%2bG.HGx eSOkCH Egwooveeg%3d%3d 2/3 nleNnd Iistef in this report and applicable code sections of 1W Refer N manufacture's Installation irsbl¢tions. 17022.6 6 -'I In. Nail Sbip' (RS) 1' db height, 16' wqe, 0.032' aluminum, stani ing seem roof panel mechanically attached to attach hl to 15/32' plywood or Wood Deck with fasteners, Limitsof Use Ifsbl22 Approval for use in bdan No Appro lbas use aVts100 MVHZ: Yes Impact Fesistnu No Otsego Pmssure: +ation able A Other: Refer m evaluation for ron Ilmitatlom R7Irfs11170 2. F11J022 RJ ❑ 170 6 1.0 NAILS*a1p 0,032 AWM ssnsdf V becl By: nde a Bowden, P.E. 49706 Created by Indepe, TNN party: Yens M7022orn Repwts inPor[ wM tiaM of use. Install the assembly in Cappliarve wRh Ne installation r JO RJ A 170 6 1 0 WLcrorP 0 Dai applicable code sections of method listed in this reports, qW M ssnodf FBG Rehr to marwfactamr's imtallatlon Imbuct)wcs. b CseatM by IrWepv,dar[ ThIN party: Yes 17022.7 J -'1.S in. Nall Ship' (RS) 1.5' db height, 19' nide, 26 gauge steel, standing seam roof panty merhmicagy altaivetl N 15/32' plywood or wood clerk with fasteners. limits04,41st I;M Wtion IfMnueMons Approval for use in HVNi No Approved for use outside M - Yes Impact ResiNan . No Design Premra: +N/A/ -Tale A Othar: Refer to evaluation report for cordillera, arM limitations of use. Install the assembly in mmpM. with the installation method listed In NH report and applicable code secibm a M7022 R7 B R 170 J 1 5 Nail Ship 6 Verified BY: tacke Bowden, P.E. 49704 Q bsl by Independent TNN Party: Yes Ev.1nation Reports M17022 R7 A17r,72,7 1 Nall cr.: 2 e s,,QJ 6eatrtl by Independent TNN Party: Yes 1 Refer m manufarturer3 installation Ir[struNanz 17022.8 8 -'EMA)( Fib' (R5) 29 gauge steel, RIPPed roof Panel ovxharYolly attaN i to 15/32' plywood or wood clerk with exposed fasteners. Limits of Use IrMtaYatiprr Lrftrutlbus Approved for ase in HNIFIM No Approved for use pNside MVIQ: Yes 817022 RJ D FL 172022 8 WM Rib ss,Rff V� By: [J>rke Bowden, P.E. 49709 Impact Resistant No Oesign Pressure: +N/A/ -Table A Other: Refer to evaluation report for mndlti0m aM 4mitataIns Orated by IndependmtTNN Party: Yes CvaWation Reports FI f 70n R7 AF R 1770 8 of use. Install the assembly in compliance with the installation mound listed in this repot arni applicable nide sestions of Qeaad by Independent Tnini Party: Yes FBC. Refer nunufacturerls installation instructions. 17022.9 9 -' PBR MA%' (RS) 26 gauge steel, lapped roof panel mehanicafly attadled to 15/3Y Plywood a frond dent wBh eapmea fasteners. limits of Use rrlataBaDon lrrWUWons __ Approval for. in NVIiI No 11170 J R7 B R 170n.9 PBP RED R atlf Approval for rrra euts1M NV1Q: Y Impact ReslOrrte No Design Prearee:+N/A/-TableA Other: Refer m evaluation report for corMit ons and limitations Warned BY: l e Bowden, P.E. 49706 GeateIl by hrde0mdent mini Party: Yes RWlrotlon Reports PL17022 RJ AE R 170219 PBR RIB wp&ff pf use. Install that assembly in compliance with the imtallatim metlwd Ildeci in this report arM applicable nide sections of CraiKtl by haleq nifeat ThIN Party: Yes FBC. Refer to manufactureYs installation inshurtlam. 0 0 M1OMrC.pprenl Am.R Credit card Safe htt(sJModdobuikling.orglWIX_app_o.asWpamm-wGEVXQMDgt2eBOPHpO0e6rMZMkUEOR%2bGxHGxFe50kCHzEgvO0veeg%3d%3d 313 Palm City, FL 34990 Compliant with Florida Building Code 2017 (6d' ed.) Compliant with Florida Product Approval Rule # 61G2O-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. 0.42 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): A1O 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) Underiayment: 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 mads METHOD 1 METHOD 2 METHOD 3 METHOD 4 DESIGN PRESSURE" .86 PSF -93.5 PSF -101 PSF -228 PSF ROW SPACING 16" D.C. 16" ac 8" D.C. 6" D.C. FASTENER SPAONG (ALONG Panel width) 12" D.C. 12" D.C. 12" D.C. 12" D.C. FASTENER SIZE #9 #10 810 810 Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: 1527 UL 580.06 & 1897-041 Test Report D5893.01-450-18 05/02/14 Test Report F3366.01-450-18 12/18/15 TAS 125-03 Test Report D05893.02-450-18 07/22/14 •EQUZVALENCr--UL 1897-84 1s equivalent to to tslandard UL 1897-1j,,,,, _ *Design Pressure n argin of fety 2:1 Locke Bowden, P.F. does not have, not will acquire a finandal in.�_�h�.y `-�,s�,.,,,,,t,� under this evaluation. w�v"?I �, ,,M- # ,.i, •'factoring or distributing products Locke Bowden. PX is rot owned, operated, or controlled br ap"{.00arpadypm15i6tturq a distribu0ng Pruduas order this report. = FL17022.1 5V Crimp (26GA Steel), 24" Wide Roof Panel - Details Limitations: 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 60 ed. 2. Minimum slope to be compliant with Florida Building Code 2017 6" ed., and per with Manufacturer's installation reference. 3. Products are compliant for State of Florida product approval per Rule 61G20-3. Compliance Method: 1-D 4. Engineering analysis for project specific approval by local authorities w1urisdiction is allowed by other registered engineers. 5. Fire classification is not pan of this acceptance. Shear diaphragm values are outside this report 6. Support framing in compliance w/FBC 2017 bP ad., 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. —Fat""s- NB 1-12 mn. a MQ"t-1?I.Yn.p"My A'bM SVOnp Foot Fag M Hexwa4"f 11ex1 woof SC9�t! -159Y"geilaglvl 'o -N Pw* u- tr 39 M n nn �or'rgr�srraawrsJ Panel Profile O.C. X1/2" Min. or #10.1-12" Min. per Table "A" Hex Washer Head Screw Panel Spaced 12" o.c. across he Panel Wdth Overlap Refer to Table "A" for Spacing Along Panel Deck -15/32" or greater Plywood, or -VWod plank EXTREME METAL. F A B R I C A T O R S To Whom It May Concern: As outlined in the Florida Building Code, Extreme Metal Fabricators, LLC will accept the installation of metal roofing panels over one layer of asphaltic shingles or modified bituminous roofing, assuming all requirements of the 2017 Florida Building Code Sixth Edition, all 01 Chapter 15, specifically Section1511 Existing Roofing, and/or 2017 Florida Building Code- Residential Sixth Edition, all of Chapter 9, specifically Section 905.10 and Reroofing Section 908 have been met. It is important to ensure the existing substrate is not deteriorated, there is no entrapped moisture, meets all code requirements, and to install an approved separator underlayment between the existing roofing and the metal panels, such as those that comply with ASTM D226 Type I or Type I I or ASTM D 1970, or ASTM D 4869. The roofing contractor of record must verify the aforementioned requirements. Having confirmed code requirements, installation in this manner is approved by Extreme Metal Fabricators, LLC as the manufacturer. Plywood sheathing must be minimum 15/32" COX plywood or %" wood plank, solid decking, fastened per FBC requirements. The wood substrate must be inspected to ensure that it has not deteriorated and is acceptable as a suitable substrate for additional roofing, and is attached structurally per current codes. Fasteners used for metal roofing should penetrate minimum Y." through structural decking or a minimum of 1" penetration into a thicker wood substrate, to insure pullout values remain the same. Consideration should be given to the unevenness of the underlying shingles, which may telegraph through the new metal panels. As in all metal roofing, "oil canning" is an inherent condition that can occur in the panels. Care should be taken during the installation, to observe the metal panels as they are installed, and adjust installation procedures, if possible, to help to minimize "oil canning". "Oil Canning" is an aesthetic issue not a structural issue, and not a cause for rejection. The energy savings that is normally observed after a new metal roof replaces the previously shingled roof, which has been documented to account for 20% - 29% savings, may be negated due to the underlying shingles holding heat energy much longer than a metal panel installed without shingles beneath it. It is important to comply with all requirements of the Florida Building Code, Fire Rating requirements, and local code requirements. As always, authorities having jurisdiction, (building department) should be consulted, and approve your demolition and reroof installation methods, prior to beginning work. Extreme Metal Fabricators, LLC 2160 SW Poma Drive Palm C®ittV, A�FL 34990 ® (772) 223-4055 (Phone) 19 (772)781-7492 (Fax) .PYSTOWP