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Home My WebLink AboutPRODUCT APPROVALmonde tsullaing code online � Busmes� 8t PrQfess�ot�al �eg��ataon> ; Fbrida SCANNED •. o - BY I St Lucie countv %- : P cation Type Code Version Application Status Comments Archived Product Manufacturer AddresWPhone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL17022-R7 Revision 2017 Approved L Py lq0 5-06OLf REVIEWED FOR CODE COMPLIANCE ST. LUCIE(,C®UNTy 08/18/2017v. date reapply 08/21/17 B�-� - Extreme Metal Fabricators, LLC 2160 SW Prime Drive Palm City, FL 34990 (772) 872-8034 fiva0dation@yahoo.com Richard McKuhen fivalidation@yahoo.com Richard McKuhen 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 rchard@emfab.net Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy 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 04/2Z/2024 Validated By Zachary R. Priest, P.E. Validation Cheddist - Hardcopy Received Certificate of Independence FI 17022 R7 COI FL 170 2 1 5 V CRIMP sr, ws Referenced Standard and Year (of Standard) Standard Year TAS 125 2003 UL1897 2012 UL580 2006 Equivalence of Product Standards Certified By Sections from the Code httpsJ/fladdabuilding.org/pdpr app d8.asprllpamm-wGEWCiwtD"BOpHpQQeerM7MkUEOR%2bGxHGxFesQkCHZEWOQveeg%3d%3d 1/4 rhoReH nunoing code Umine Product Approval Method Method 1 Option D Date Submitted 08/18/2017 Date Validated 08/25/2017 Date Pending FBCAppmval 08/28/2017 Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Description 17022.1 1 - °5V Crimp- (R6) 26 Gauge steel, 3/8- rib height, 24" wide lapped roof panel mechanically attached to 15/32° plywood or Wood Deck with fasteners Limits of Use Installation Instructions Approved for use in HVHZ: No F117022 R7 II 17022.1 c V CRIMP ssr odf Approved for use outside HVHZ Yes Verified By: Locke Bowden, P.E. 497134 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports Other. Refer to evaluation report for conditions. Install the FL17022 R7 AE FL 17022.1 5 V CRIMP ssr odf assembly In compliance with the installation method fisted in Created by Independent Third Party: Yes this report and applicable code sections of FBC. Refer to manuMcbrrees installation instructions. 17022.2 12 - °SV Crimp" (R6) 10�� caa�atttached to 5/32'Plywood or Wood Deck with 1lapped roof • ed Limits of Use Installation Instructions Approved for use in HVHZ: No F,17022 R7 U FL 17022 2 5 V ntPlP 0 0 2 AL M r odf Approved for use outside HVHZ Yes Verified By: Locke Bowden, P.E. 49704 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A( -Table A Evaluation Reports Other. Refer to evaluation report for mnditions.Install the FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032 ALUM ssrvdf assembly in compliance with the Installation method listed in Created by Independent Third Party: Yes this report and applicable code sections of FBC. Refer to manufachirer's installation instructions. 17022.3 13 - °1.5- Mechanical Seam- (R5) 1.5'rib height, 16' wide, 24 gauge steel, standing seam roof panel mechanically attached to 15/32' plywood or wood deck with dips and fasteners. Limits of Use Installation Instructions Approved for use in HVHZ- No IU70Z R7 U EL 17022.3 1.5 MECHANI Approved for use outside HVHZ: Yes seam 24ga ssr. odf Impact Resistant: No Verified By: Locke Bowden, P.E. 49704 _ Design Pressure. +N/A/ Table A Created by Independent Third Party: Yes Other. Refer to evaluation report for conditions and Evaluation Reports limitations of use. Install the assembly in compliance with the F1.17022 R7 AE FL 17022 v 1.5 MECHANICAL AI installation method listed in this report and applicable code seam 24ea Ssr.odf sections of FBC- Refer to manufacturer's installation Created by Independent Third Party: Yes Instructions. 17022.4 4 - •1.5' Mechanical Seam' (RS) 1.5" rib height, 16' wide, 0.032" aluminum, standing seam mof panel mechanically attached to 15/32' plywood or Wood Deck with dips and fasteners. Limits of Use installation Instructions for use In HVHZ: No FL17022 R7 U FL 17072.4 MCCHANL7A SEAM Approved for use outside HVHZ: Yes AWM-MM ssr.odf Impact Resistant: No Verified By: Locke Bowden, RE 49704 Design Pressure: +N/A/ Table A Grated by Independent Third Party: Yes Other. Refer to evaluation report for conditions and Evaluation Reports limitations of use. Install the assembly in compliance with the FL17022R7 Arz Fl. 17022.4 MECHANCIAL SEAM Installation method listed in this report and applicable code ALUMINUM ssrndf sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes instructions. 17022.5 15 - °1 in. Nall Strip" (rks) Limits of Use Approved for use in HVHZ No Approved for use outside HVHZ: Yes Impact Resistant No 1' rib height, 16' wide, 26 gauge steed, standing seam roof panel mechanically attached to 15/32" plywood or wood deck with fasteners. Installation Instructions FL17022 R7 II FL 17072 5 1.0 NAI crude odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes LtpsJtfloddabulding.Drg/prlpr app dfl.asp17pardmmvGEVXQwlDgv2aBQpHpQQe6rM7MkUEoR°%2bGxHGxFe5OkCH2Egp 0C)vee9%3d%3d 214 ..,..w ..uwrrry v,wc vrnurc Design Pressure: +wrAr Table A Other. Refer to evalt' report for conditions and Evaluation ` - iris FL17022 RI FL 17022.5 1.ON nrmm limitations OF use. Irtsl= ,:a assembly in compliance with the installation method listed In this report and applicable code ecr ..d> Created by-._—,Iendmt Third Party: Yes sections of FBC. Refer to manufacturers Installation Instructions. 17022.6 6 -'1 in. Nail Strip• (115) 1' nb height, 16" wide, mot aluminum, standing seam roof Panel mechanically attached to attached to 15/32' plywood or Wood Deck with fasteners, limits of Use Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes FI h 70 2 R7 II EL 17022.6 + a NAIL STRTp 0,032 ALUM ssr oaf Impact Resistant: No -Design pressure: +N/A/ -Table A Verified By: Locke Bowden, P.E. 49704 Other. Refer to evaluation report for conditions and Created by Independent Third Party: Yes Evaluation Reports limitations of use. Install the assembly in compliance with the FL17022 R7 AE FL 17072.6 1.0 NAIL STRIP 0,032 installation method listed in this report and applicable code ALUM ssr.odf sections of FBC. Refer to manufacturers installation instructions. Created by Independent Third Party: Yes 17022.7 7 -'1.5 in. Nall Strip' (Rs) 1.5" rib height, 19' wide, 26 gauge steel, standing seam cool panel mechanically attached to 15/32" plywood or wood deck With fasteners. Limits of Use Approved for use in HVHZ No Installation Instructions Approved for use outside HVHZ: Yes EL1702 R7 IT 17022.7 1.5 Nail Strip 2 A r df Verified By: Locke Bowden, P.E. 49704 Impact Resistant.• No Design Pressure: +N/A/ Table A Created by Independent Third Party: Yes Other. Refer to evaluation report Pot conditions and Evaluation Reports FL17022 R7 AE R 17027 7 1 5 Nail Strio 26GA ssr odf 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 sections of FBC. Refer to manufactumys installation instructions. 17022.8 18 -'EMAX Rib" (RS) 29 gauge steel, lapped roof panel mechanically attached to 15/32' plywood or wood deck with exposed fasteners. Limits of Use Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes FL17022 R7 rr FL 177022,8 EMAX gib sr odf Verified By: Locke Bowden, P.E. 49704 Impact Resistant: No Design Pressure: +NIA/ -Table A Created by Independent Third Party: Yes Other. Refer to evaluation report far conditions and Evaluation Reports FL17022 R7 AE EL 177022.8 EMAX Rib limitations of use. Install the assembly in compliance with the ssr odf Created by Independent Third Party: Yes installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.9 9 - - PBR MAX- (PS) 26 gauge steel, lapped roof panel mechanically attached to 15/32' plywood or wood deck with exposed fasteners. Limits of Use Approved for use in HVHZc No Installation Instructions Approved for use outside HVHZ: Yes FL17022R7 II FL 170 2 o PBR RRi df Verified By: Locke Bowden, P.E. 49704 Lnpah*Resistant: No Design Pressure: +N/A/ -Table A Created by Independent Third Party: Yo� Other:Refer to evaluation report for conditions and Evaluation Reports EIA702 R7 limitations of use. Install the assembly in compliance with the AE EL 17022.9 PBR RIB ssr odf Created by Independent Third Party: Yes installation method listed in this report and applicable code sections of FBC. Refer to manufacturers installation instructions. a-_Q_ s_.e mntaG Us:: 2WI BbirSmrm RnAd_ T a ham" FL naog phone• 8S0-Oa)_1a24 rhA SpEe of Flmidp u m Ap/ELO mq,ivrc• Sowrrom no 'gel 5 mow O Rmida- :: Privacy Sta�nerR:: A2esiDTnv Statement -- RefurM Sb[emerR maN w-- w W vapmmw man. IT r im have arty quo el 455X/5(A, Florida stitutm,&*C&eDdoberl, 201Z lio v er( EMnSed Undhaphr455 F—&caratpm one. The auras provided maybe be used for, fidal mnurrunrmtion.0 Bic Qalaae. llewcver ernaa addrQw addrem, Ptease provide die De Mnett m1h m mma address whkh con be nude ava0abie to fM pubre To please rlldc gm p.CduQApprov,,^c FM®®R--"; 11® IWJModdabuildng.org/pdpr app du.aspx7param=wGEVXQwtpgr2aBQpHPQae6ft MkUEoR%ZbGXHGY,FeSQkCHZEgvOQveeg%3d%3d 3/4 I\ Compliant with Florida Building Code 2017 (61h 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 Poma Palm City, FL 34990 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 METHOD 1. METHOD 2 METHOD 3 METHOD 4 DESIGN PRESSURES -86 PSF -93.5 PSF -101 PSF -228 PSF ROW SPACING 16" O.C. 16" D.C. 8" O.C. 6" O.C. FASTENER SPACING (ALONG Panel width) 12" D.C. 12" D.C. 12" O.C. 22" D.C. FASTENER SIZE #9 #10 #10 #10 Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527 UL 580-06 & 1897-041 Test Report D3893.01-450-18 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 nnr *Design n pressure margin of safety2:1 Locke Bowden, P.E. does not have, not will acquire a financial intQT,�s� i under this evaluation. Locke Bowden, P.E. is not owned, operated, or controlled by ally compa report. S s : ecppgym�iyfacturing or distributing products Wvm48Jfi turei, or Elstributing products under this FI-17022.1 5 -"rimp (26GA Steel), 24" Wide Ro. "anel - Details Limitations: 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6th ed. 2. Minimum slope to be compliant with Florida Building Code 2017 Wh ed., 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. E4gineering analysis for "project speck approval by local authorities wfjurisdiction 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 6th 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. #9.1-10Kin. ar 010. 1-IM K.. perTabk A" forRow 6V Crinp Roof Pane) Spacing andOesign Pressures Hex Washer Head Wood Screws -15W"graaWP4+Aod." - Wood plank 24- — 12' 30 Tj oPrAwv. STFUA170M Panel Profile Nominal12" Nominal12" O.G. o.c. Fasten x 1-1/2" Min. or #10 x 1-1/2" Min. per "Table "A" Hex Washer Head Screw Spaced 12" o.c. across the Panel Whdth Panel Refer to Table "A" for Spacing Along Panel Overlap Length Deck- 15/32" or greater Plywood, or -Wood plank 1/4/2018 Florida Building Code Online 1 Credit Card Safe https://fioridabuiiding.orglprlpr app_otl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 4/4 C � �n'i�a•��3c'^<�� : �iG."..uT�irsc"i�f"S4'Y.'S' 6C' �u`@i ti HLE COPY App5WsoaTrue R CodeRfE1/IE va�, 2M7 D FOR A Stab Appmved CODE COMPLIANCE Caner lls ST. LUCIE COU Ty PXCWrded BOCC �,� Pro&¢[P6mdbcw a Dae Owen. Cmrmg F-, f y Toffi, Dii 43659 vam 4M-7929 ,d,odMd-Rgnah. c4eg •kw. m•vuweft Nw K who devebped the ZacfBfy R- PrKst Eraksahm Rfpmt Ra,da L®se PL 74flJ1 CatTr eur Lndre BmdaiAF. •f Yaudabm Qtarst-Rmdmpy Rem .n -.�yla IR Refisatazd swmltwd aid Year (or d) stm� yew ASIM D 19M 2us ASTM D 2W 20D9 ASM 6 M �p5 TAS M 1995 UL 1897 2M7 Uwwaknm of Raduct Stand & cerWea By sectio,s fiam the cue I1ate Subaulted DaIP OaIP Prig FBCAppmM Date App wed Summary aF PNKkmt!S HEOwd 1 Option D 10f11/2017 10l1 FMU 17117fm7 FL 49 Kodet, -' - or minus Description 9777_1 :fir G W 13atsbrya1c5fE Limim of Lisa lasammalimurostralakmS Approved far use o FIVFiL No Approved for mE outside HVIM Yes F1.9777 #L1 8 O M4UUZ Sa ZUU FBC Eralratirn Repmt? t)MEualler&ck-�Bon-FiilFF7.P Irapa&ResistandcFF/A Pres� WA Other_Seeevahormnnsemt f6rk if uhi } 3!1 $yr_Zada TR_PkieEt740nDesign CFEWEd Tt&d - tEffauOtion Reports i F39777 Pn AE OQ21 2017 FBC E2hsation a- ' i Waanledrek i Camted tak kzkpo dmtThird PaRyr_ lbs; t 9777-2 9frsiiMNLucr G(lfrgh Tam) W Utv3�SayrralF —� Units of File Appr➢vedfurlme m "Ma Wo Appr➢re�Taa>9ea�t¢tFv}iL Y6 i FL9777 iM U OCR14002 'Ba 20I7 f13C E —la;um Remrt i Rlma-FFVFFL.adf i� LaPaa R WADesign Plesmumc WA ! 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