The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Online Page 1 of 4 77777 4��La�Ii+l9 Ono, El BaS Home i log In :User PepbbaUw Hot Tapics'i Submit Burrharge Stats aFaGs publiwtlons FeC Stan BQS Site Map - Links Search V doIh1000d � C9IUProduct SER:Pu64AUeroValFILE C® .�aJ RECEIVED i YCt.11PProval ene>PradycCor APpllrnria_n_Searth>9ppjwtlon �'s�>ApPLiwdon etail --- '��) JAN 2 3 2019 Application Type Revision �ANN Code Version 2017 ST, LUelp 6®HntYt pgrhtll�Eltic, � E Application Status Approved 5't RUC%0 COUnfi, linty Comments Archived Product Manufacturer Address/Phone/Email CONCEEAALEED{ FASTENERS OR ATTACHMENTS CA ENtARACI�Og gOR E Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence 08/18/2017v. date reapply 08/21/17 Extreme Metal Fab2160 SWDriricators LLC Palm City,Porna FL 3499OdiRE SUBJECTTO ANY CORRECTAND ALL ISORK (772) 872-8034 REQUIRED BY FIELD INSPECTORS THAT flvaudation@yahoo.fMY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. Richard McKuhen fivalidation@yahoo.com Richard McKuhen 2160 SW Puma 991'y 7 ///yyy� Palm City, 72-8034 3490C�!�'/) U A i � �•'t I T1- r Rchard@emfab.net ST, LUCIE COUN•1'9 BUILDINi,� ON �f REVIEWED FOR COMPLIANCE An A, Rooting P6ANS lli0b•P& ITS--M11$T BE Metal Rooflnggft OR NO INSPECTION(S) 1 Evaluation Report from a Florida Registered Florida Professional Engineer ._ Evaluation Report - Hardcapy Received LOCKE BOWDEN PE-49704 Keystone Certifications, Inc. 04/22/2024 Zachary R. Priest, P.E. Validation Checklist - Hardcopy Received FL3�22 97 COI FL 170Z23_5 V CRIMP sslpdf Referenced Standard and Year (at Standard) Standard TAS 125 UL 1897 UL 580 Eclulvalence of Product Standards Certified By Sections from the Code Year 2003 2012 2006 BE http://www.flori dabuildin.a.org/pr/pr_app_dtl.aspx?param=wGE VXQwtDgv2aBQpHpQQ... 1 / 10/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Prndertc Method 1 Option D 08/18/2017 08/25/2017 08/28/2017 10/10/2017 Page 2 of 4 FL # _ Model, Number or Name Description 17022.1 1 - a Crimp" (R6) age�sr0e, /8 eigh_t, 24"wide lapped roof panel mechai y attachetl " yvr W Wood Doc1(.t steners Limits of Use Installation Instructions Approved for use in HVHZ: No ELI7022 R7 II FL 17022.1 5 V CRIMP ssr RAI 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: Referto evaluation report forconditions. Install the FL17022 R7 AE FL 17022.1 5 V CRIMP ssrodf 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 manufacturer's installation instructions. 17022.2 2 - "5V Crimp' (R6) 0.032' Aluminum, 3/8" Rib height, 21" wide lapped roof panel, mechanically attached to 15/32" plywood or Wood Deck with exposed fasteners Limits of Use Installation Instructions Approved for use In HVHZ: No FL37022 R7 IL F- 12V2.2 5 V CRIMP 0.032 ALUM ss df Verified By: Locke Bowden, P.E. 49704 Approved for use outside HVHZ: Yes 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 F1,],7022.2 5 V CRIMP 0.032 assembly In compliance with the installation method listed In ALUM ssr.odF this report and applicable code sections of FBC. Refer to Created by Independent Third Party: Yes manufacturers installation Instructions. 17022.3 3 -"1.5" Mechanical Seam" (135) 1.5' rib height, 16" wide, 24 gauge steel, standing seam roof panel mechanically attached to 15/32" plywood or wood deck with clips and fasteners. Limits of Use Installation Instructions Approved for use In HVHZ: No F417022 R7 JJFLIZO-22.3 1 5 MECHANICAL Approved for use outside HVHZ: Yes dam 24gA-ssr.pff Impact Resistant: No Verified By: Locke Bowden, P.E. 49704 Design Pressure: +N/A/ -Table A Created by Independent Third Parry: Yes Other: Refer to evaluation report for conditions and Evaluation Reports limitations of use. Install the assembly in compliance with IF-1-170-22 R,7 AE-f-LI7022.3 1.5 MECHANICAL the Installation method listed in this report and applicable seeam 24ga sSr pdf code sections of FBC. Refer to manufacturers installation Created by Independent Third Party: Yes Instructions. 17022.4 4 - "1.5' Mechanical Seam" IRS) 1.5" rib height, 16' wide, 0.032" aluminum, standing seam roof panel mechanically attached to 15/32" plywood or Wood Deck with clips and fasteners. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 17022.4 MECHANCIAL SEAM Approved for use outside HVHZ: Yes ALUMINUM SALAdf 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 FL17022 R7 AE FL 17022.4 MECHANCIAL SEAM ALUMINUM ssr.oOF the Installation method listed in this report and applicable code sections of FBC. Refer to manufacturers Installation Created by Independent Third Party: Yes Instructions. 17022.5 5 - "1 in. Nail Strip" (R5) 1' rib height, 16' wide, 26 gauge steel, standing seam roof panel mechanically attached to 15/32" plywood or wood deck with fasteners. Limits of Use Installation Instructions Approved for use In HVHZ: No FL17022 R7 II FL 17022.5 1.0 NAILSTRIP ssr.odf Verified By: Locke Bowden, P.E. 49704 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports Other: Refer to evaluation report for conditions and F 7022 -7 A_F,ML170225 1 0 NAILSTRiP 4%Udf Created by Independent Third Party: Yes limitations of use. Install the assembly in compliance with http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... l /10/2018 Florida Building Code Online Page 3 of 4 the Installation method listed in this report and applicable code sections.of FBC. Refer to- manufacturer's lnstallaUon Instructions. 17022.6 6 - "1 in. Nall Strip" (115) 1" rib height, 16" wide, 0.032" aluminum, standing seam roof panel mechanically attached to attached to 15132" ' plywood or Wood Deck with fasteners, Limits of Use Installation Instructions Approved for use in HVHZ: No FL170 2 R7 II FL 170122,6 11 U NAIL STRIP 0.012 Approved for use outside HVHZ: Yes ALUM ssr.pdf Impact Resistant: No Verified By: Locke Bowden, P.E. 49704 Design Pressure: +N/A/ -Table A 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 FL17022_E7 Af_FL_1j02.6 1.0 NAIL STRIP 0.032 the Installation method listed in this report and applicable ALUM ssr odf code sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes instructions, 17022.7 7 - "1.5 in. Nall Strip" (R5) 1.5" rib height, 19' wide, 26 gauge steel, standing seam roof panel mechanically attached to 15/32' plywood or wood deck with fasteners. Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes FL17022 R7 II_FL 17022.7 1.5 Nail Strip 26GA ssr.odf 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 conditions and FL17022 R7 AE FL 170Z2.7 1.5 Nail Strip 26GA ssr.pdf limitations of use. Install the assembly in compliance with Created by Independent Third Party: Yes the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's Installation Instructions. 17022.8 8 - "EMAX RIb" (RS) 29 gauge steel, lapped roof panel mechanically attached to 15/3r plywood or wood deck with exposed fasteners. Limits of Use Installation Instructions Approved for use in HVHZ: No EL17022 R7 II FL1ZZ22,_UBAX Rib ssr 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 conditions and F702ZR7 AE�72A_ssr IF . limitations of use. Install the assembly in compliance with the installation method listed in this report and applicable Created by Independent Third Party: Yes ' code sections of FBC. Refer to manufacturer's Installation Instructions. 17022.9 9 - " PBR MAX" IRS) 26 gauge steel, lapped roof panel mechanically attached to 15/32" plywood or wood deck with exposed fasteners. Limits of Use Installation Instructions Approved for use in HVHZ: No 1`1_17022 R7 II_FL 17022_9 PBR RIB r.o ssdf 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 Conditions and FL17022 R7 AE FL 17022.9 PBR RIB ssr. f limitations of use. Install the assembly in compliance with Created by Independent Third Party: Yes the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation Instructions. Back Haxt Un�ta t_tly :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850487-1824 The State of Florida k an AA(EEo employer.Coovdaht 2W7.2013 State of Florida :: Pdvacv Statement :: Accessibflit Statement :: Refund statement Under nodda law, mad addresses are public morels. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to Nis entity. Instead, concoct the office by phone or by traditional mail. If you have any questions, please contact 850.467.1395. "Pursuant to ectron 455.275(1), Florida Statutes, effective Comber 1, 21112, licensees licensed under Chapter 455, F5. must prow We the Department with an email address If they have one. The mails provided may be used for officul communication with the licensee. However man addresses are public record. It you do not wish to )ply a personal address, please provide Me Department with an email address which ran be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click hem. Product Appoxal Accep6: EEE] a_q trtv ff Credit Cara Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aB QpHpQQ... 1 / 10/2018 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. 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): #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 speciFcations above Install Details: Table A Allowable Loads METHOD 1 METHOD 2 METHOD 3 METHOD 4 DESIGN PRESSURE* -86 PSF -93.5 PSF -101 PSF -228 PSF ROW SPACING 16" o.c. 16" O.C. 8" o.c. 6" O.C. FASTENER SPACING (ALONG Panel width) 12" o.c. 12" o.c. 12" o.c. 12" o.c. FASTENER SIZE #9 #10 #10 #10 teference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527 UL 580-06 & 1897-041 Test Report 015893.01-450-18 05/02/14 Test Report F3366.01-450-18 12/19/15 TAS 125-03 Test Report D05893.02-450-18 07/22/14 *EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897-1?1 - *Design pressure margin of safety 2:1 Locke Bowden, P.E. does not have, not will acquire a financial intpT�st Iq cq q4 m�%ifacturing or distributing products under this evaluation. a° Locke Bowden, P.E. is not owned, operated, or controlled by aQy cosApanVOmbbilfe2tures, or distributing products under this report. Z o - ,•' a° S rTcC4,77 N IONAL � FL17022.1 5U- _,Imp (26GA Steel), 24" Wide Roof- nel - Details Limitations: 1,-Unde6ymentto-be compliance withcurrentFlorida.Building-Code_(FBC)2017 6th ed. 2. Minimum slope to be compliant with Florida Building Code 2017 6111 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 w/jurisdiction 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 611 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. Panel Overlap Deck -15W or greaterPW=d, or Mod plank bgr 1-112'Min. or 010. 1-112'Min. perTebk A" rorRow 5-V Crimp Roof Panel Spacing andDeslgn Pressures Hex Washer Head Wood Screws Panel Profile Nominal12" NOminal12" O.C. o.c. Fasten x 1-12" Min. or #10 • 1-1/2" Min. per Table "A" Hex Washer Head Screw Spaced 12" o.c. across the Panel Wdth Refer to Table "A" for Spacing Along Panel Length Deck-15132" or greater Plywood, or -Mood plank