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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFSCANNED- { BY Professional ° ; St IL UCH@ i;nl Int, BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats & Facts I Publications I FBC Staff BCIS Site Map Links Search I Florida Product Approval RECEIVED aoor USER: Public User I Product Approval Menu > Product or Application Search > Application List > Application Detail MAR 2 8 2018 • FL # FL17022-R7 ST. Lucle County, f prmitting Application Type Revision Code Version I 2017 Application Status • App I Comments 08/18/2017v. date reapply 08/21/17 Archived O Product Manufacturer Extreme Metal Fabricators, LLC Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 flvalidation@yahoo.com Authorized Signature Richard McKuhen fivalidation@yahoo.com Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 Rchard@emfab.net Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing I I Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J Evaluation Report - Hardcopy Received 'I Florida Engineer or Architect Name who developed the LOCKE BOWDEN Evaluation Report i 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. D Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL17022_R7 COI FL 17022.1_5 V CRIMP_ssr.pdf Standard Year TAS 125 2003 UL1897 2012 UL 580 2006 Sections from the Code 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 # Model, Number or Name Description 17022.1 1 - "5V Crimp" (116) 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 FL17 22_R7_II_FL 17022.1 5 V CRIMP_ssr.p-if Approved for use outside HVHZ: Yes II 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. Install the FL17022_R7_AE_FL 17022.1_5 V CRIMP ssr.pdf 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 FL17022 R7_II FL 17022.2_5 V CRIMP 0.032 ALUM ssr.pdf 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 assembly in compliance with the installation method listed in FL17022_R7 AE_FL 17022.2_5 V CRIMP 0.032 ALUM ssr.pd Created by Independent Third Party: Yes this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. ! 17022.3 3 - "1.5" Mechanical Seam" (115) 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 FL17022_R7 II FL 17022.3_1.5 MECHANICAL Approved for use outside HVHZ: Yes seam_24ga_ssr.p_df 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 FL17022_g7_AE FL 17022.3_1.5 MECHANICAL installation method listed in this report and applicable code seam_24ga_ssr.pdf sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes instructions. 17022.4 14 - "1.5" Mechanical Seam" (R5) 11.5" 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 FL17 22_l27_ I FL 17022.4 MECHANCIAL SEAM Approved for use outside HVHZ: Yes ALUMINUM ssr. ddff 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 FL17022_R7_6E_FL 17022.4 MECHANCIAL SEAM installation method listed in this report and applicable code ALUMINUM _sss .pdf sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes instructions. I 17022.5 5 - "1 in. Nail Strip" (R5) 1" rib height, 16" wide, 26 gauge steel, standing seam roof i 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 s r.pdf 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 Compliant with Florida Building Code 2017 (6' ed.) Compliant with Florida Product Approval Rule # 61G20-3 Compliant: Keystone Certifications Palm City, FL 34990 RECEIVED MAR 2 8 2018 ST. Lucie county, Permninu 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 3/1V min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet requirements) Underlayment: To be compliant with FBC S'ec. Chart 1507.1.1 Slope: Shall be in compliance with FBC Sec. '1507. ,See Fastener attachment specifications above METHOD 2 METHOD 3 METHOD 4 -93.5 PSF -202 PSF -228 PSF 26" o.c. 8" O.C. 6" o.c. 12" o.c. 22" o.c. 22" o.c. #20 #10 #10 Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: 2527 UL 580-06 & 2897-041 Test Report 116893.01-450-18 05/02/14 Test Report F3366.01-450-18 12/18/15 TAS 225-03 Test Report 605893.02-450-18 07/22/14 *EQUIVALENCY -UL 1897-04 is equivalent to teststandard UL 1897-12r„ *Design pressure margin of safety 2;1 Locke Bowden, P.E. does not have, not will acquire a financial ii under this evaluation. Locke Bowden, P.E. is not owned, operated, or controlled by ap report. a iq alcggymia+'acturingor distributing products compact ipmbilafattures, or distributing products under this vw_i ;? 4'T °s�: tl:a�►s►fN�• - 1 FL17022.1 6V C ft�-_tlp (26GA Steel), 24" Wide Roof Panel - Details mita dons 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 6th 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 Ibcal 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 6th ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for Structural Loading. 1 7. This report does not imply warranty, installation, recommended product use outside of this report. 067 Deck: 15132" or greater Plywood, or Wood plank Fasteners - #9 r 1-112" Min. or #10 x 1-112" Min. per Table A" for Row 5-V Crimp Roof Panel Spacing and Design Pressures Hez Washer Head Wood Screws I 24- 12' 3f8" A1'1[QNAL S7RlAT[OP1S pmd Nominal 12" Nominal 12" O.C. O.C. Fasten Y9 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 Width Panel ' Refer to Table "A" for Spacing Along Panel Overlap Length Deck-15/32" or greater Plywood, or - Wood plank