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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFa Florida.Building Code Onlin Page 1 of 4 99ANNM •BY BCISHxne ; LWg In 1 Usar Regisvatlon Het ToNcs i Submit Surcharge I States Facts Publ'cab•_ns FBCGraff I BCISS,te Map I Links Search cI, ` ' �1ProR: ucdt Approval �'. i rr�; � USER,.rolic User 7.s>.App,Icatlanoetan RECEIVED FL # FL17022-R7 i Application Type Revision JAN 3 0 2018 Code Version 2017 Application Status ST. Lucie County, Permitting Comments 08/18/2017v, date reapply OB/21/17 Archived a... ST, LUCIE COUNTY Product manufacturer Extreme Metal Fabricators, LLLIDATEZ-46 BUILDING DIVISIO Address/Phone/Email 2160 SW Poma Drive REVal:,b-VE Palm City, FL 34990 FOR tromp, (772) 872-8034 fivalidation oyahoo.com REVIEWED BY —e Authorized Signature Richard. McKuhen PLANS AND P N9I flvalidation,@yahoo.comMU$-r BE KEPT O d JOB O INC f O TION WI ,I:, BC MA — --- E Technical Representative Richard McKuhen -` Address/Phone/Email 2160 SW Poma Drive Palm City; FL 34990 THIFSE PLANSAND ALL, �/iP 08FD (772) 87emfab. tichai-d@emfab.net mfab. net I ARE SUWPOT I O AN1 [ L`�rti11�CE1aT11,01 `ORK � S REOUIRF[) r FIL-LO INS 3E-C TOII S T IAT - Quality Assurance Representative Address/Phone/Email MAYBE NECESSARY IN ORDER O .' fl I �t q /� t' I' y WITH COMPLY WIT i A" !' P1JU 0AU.0 Q9 918 � Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I_ Evaluation Report - Hardcopy R!VICFALED FASTENERS OR ATTA HMEM Florida Engineer or Architect Name who developed LOCKE BOWDEN ARE THE RESPONSIEILRY OF 'HE the Evaluation Report OONTRACTOR OF WO 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. IJ Validation Checklist - Hardcopy Received Certificate of Independence FLy 702 % R7 COI FL 17022.1 5 V CRIMP ssr edf Referenced Standard and Year (of Standard) Standard TAS 125 U L 1897 U L 580 Year 2003 2012 2006 Equivalence of Product Standards Certified By j®�]KIM r,7 Sections from the Code ►r'�J http:/hvww. floridabuilding. org/pr/pr_app_dtl.aspx?paraln=wGEVXQwtDq-,�2aBQpIIpQQe... 1/8/201 Fl7 rida Building Code Onlinf Page 2 of Product Approval Method Method J. Option D Date Submitted 08/18/2017 Date Validated 00/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary of -Products ELF --� Model, Number or Name I Description 17022.1 j 11 - "5V Crimp" (116) Limits of Use Approved for use in HVHZ: No Approved to use outside HVHZ: Yes Impact Resistant: No Design. Pressure: +N/A/ -Table A Other: Refer to evaluation reportfor conditions. Install the assembly In compliance with the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation Instructions. 17022.2 12 - "5V Crimp" (R6) _. _..... ..... - - .............._....... ............... 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 conditlons.Install the assembly In compliance with the Installation method listed In this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.3 13 - "IS' Mechanical Seam" (115) 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 evaluatlori report for conditions and limitations of use. Install the assembly In compliance with the installation method listed In this report and applicable code sections of FBC. Refer to manufacturer's Installation Instructions. 17022.4 14 - "1.5" Mechanical Seam" (RS) 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 listed In this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.5 1 5 - "1 In. Nall Strip' (RS) 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 26 Gauge steel, 3/8" rib height, 24" wide lapped roof panel mechanically attached to 15/32' plywood or Wood Deck with fasteners Installation Instructions ^^ FL17022 R7 II FL 17022.1 5.V CRIMP ssr.udf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022 1 5 V CRIMP ssr,pdf Created by Independent Third Party: Yes 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 FL1702" R7 II FL 17022.2 5 V CRIMP 0.032 ALUM ssr.odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE_F 1702 .2 5. V CRIMP 0.0 2 ALu1,L Asr,pdf Created by Independent Third Party: Yes 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. Installation Instructions F..I,_1Z9�,,'•,_R7._I�.t�1.7_0�,2_� I,..S�iItiGHA11iZ�Al seam 24oa ssr'odf Verified By: Locke Bowden, P,E. 49704 Created by Independent Third Party: Yes Evaluation Reports FLl 022,,,-R7, AE_FL_17022,3 1,,5 fiECHA.�1,Iy AL seam__ 4ga_rdf Created by Independent Third Party: Yes 1.S" rib height, 16" wide, 0.032" aluminum, standing seam roof panel mechanically attached to 15/32" plywood or Wood Deck with clips and fasteners. Installation Instructions FL17022 R7 II FL 17022.4 MECHANCIAL SEAM ALA 1,7�Ni1 t.1__ssr.,Edf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17G2Z R7. AE__FL 17022.4 itECHANCIAL BEAU A LU h1ItM-U M ssr..pA( Created by Independent Third Party: Yes 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 FLi762_2 R7 II FL 17022:5 1_O. hAILSTKJ! sss-_pdf Verified By: Locke Bowden; P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports fLi7d2;2„_(t7.,AE_ &IZ—N22,5 1.0 NAILST_RTt?_ssr.Edf Created by Independent Third Party: Yes http:lf,A,ww.floridabuilding. orgl'pr!pr_app_dtl.aspx7paratn=wGEVXQwtDyv2aBQplIpQQe... 1 /8/ 201 Palm City, FL Compliant with Florida Building Code 2017 (6th 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 penet 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* t penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient leng to meet requirements) Underlayment: To be compliant with FBC Sec. Chart 1507.1.1 Slope: Shall be in compliance with FBC Sec.1507. Sestener attachment specifications Install Details: Table A Allowable Loads/ METHOD 1 `X' METHOD 2 METHOD 3 METHOD DESIGN PRESSURE* -86 PSF i -93.5 PSF -101 PSF -228 PSF ROW SPACING 16" o.c. i 16" o.c. 8" O.C. 6" o.c. FASTENER SPACING (ALONG Panel width 12" O.C. 12" o.c. 12" o.c. 22" o.c. FASTENER SIZE #9 #10 #10 #10 Reference Data: ARCHITECTURAL TESTING, INC. T ID#:1527 UL 580-06 & 1897-041 Test Report CC6893.01-450-18 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 1897-12r *Design pressure margin of safety Locke Bowden, P.E. does not have, not will acquire a financial in 11 �� ,c jk any mr�%facturing or distributing product: under this evaluation. Locke Bowden, P.E. is not owned, operated, or controlled by any coaiparil Pmbfiafsbturep, or distributing products under this report."� r f. ..Z f <<."►ONAL •1•�dt::.i6f111�i FL17022.1 5V Crimp (26GA Steel), 24" Wide Root `Panel -Details Limitations: 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 gth ed. 2. Minimum slope to be compliant with Florida Building Code 2017 6th ed., and per with Manufacturer's installation refer nce. 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 w/jurisdiction is allowed by other registered eng neers. 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. C......... 1 /k" or greater Plywood, or Wood plank 24.. 3ff* I Panel Overlap OPTIONAL STRA I Panel Profile Nominal 12" Nominal 12" O.C. o.c. Fasten 19 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 Wdth Refer to Table "A" for Spacing Along Panel Length ' Deck-15/32" or greater Plywood, or -Mod plank