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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFINGI 1 A `�wANNED 1 By Business &Frofessional Regulation LudPrInufffil BCIS Home j Log In User Registration Hot Topics Submit surcharge Slats & Facts fl rida r �{ Product Approval IUSER: Public User i "-c<tdu;'ct Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL17022-R7 Application Type Revision Code Version 2017 Application Status Approved 11 jl��FR'HONE >sso"Diint fpalFt 0IV Isla c"TACT' DSPR THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. Comments 08/18/2017v. date reapply 08/21/17 Archived 17 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 CONCEALED FASTENERS OR ATTACHMENTS fivalidation@yahoo.com ARETHE RESPONSIBIUIYOFTHE (30NTAi4CTOR OR RECORD Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 2-8034 87emfab. rchard@emfab.net richa CO , _ ____FILE - Quality Assurance Representative Address/Phone/Email .M Category Roofing Subcategory Metal Roofing 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 Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received LOCKE BOWDEN PE-49704 Keystone Certifications, Inc. 04/22/2024 Zachary R. Priest, P.E. 2 Validation Checklist - Hardcopy Received FL17022 R7 COI FL 17022.1 5 V CRIMP ssr.odf Standard Year TAS 125 2003 UL 1897 2012 UL 580 2006 FOP- 'I k+- *L-- 193 0 lf - 0 0 if ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIANCE REVIE D DATE PLANS AND PERMIT MUST BE KEPT ON JOB SITE OR NO INSPECTION(S) WILL BE MADE Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # Model, Number or N 17022.1 1 - "5V Crimp" (116) Method 1 Option D 08/18/2017 i08/25/2017 08/28/2017 10/ 10/2017 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. 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" (116)! 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. 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 - "1.5" Mechanical Seam" (R5) 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 ins 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" (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 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 15 - "1 in. Nail Strip" (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 evaluation report for conditions and limitations of use. Install the assembly in compliance with Description 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.odf 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.odf 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 FL17022 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 FL 17022.2 5 V CRIMP 0.032 ALUM ssr.odf 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 FL17022 R7 II FL 17022.3 1.5 MECHANICAL seam 24 a ssr, df Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.3 1.5 MECHANICAL seam 24ga ssr.odf Created by Independent Third Party: Yes 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. Installation Instructions FL17022 R7 II FL 17022.4 MECHANCIAL SEAM ALUMINUM ssr.odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.4 MECHANCIAL SFAM ALUMINUM ssr.odf 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 FL17022 R7 II FL 17022.5 1.0 NAILSTRIP ssr odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.5 1.0 NAILSTRIP ssr.odf 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. 17022.6 6 - "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 conditionsland 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. 17022.7 17 - "1.5 in. Nail Strip" (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 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. i 17022.8 `8 - "EMAX Rib" (R5) 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. 17022.9 19 - " PBR MAX" 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. 1" rib height, 16" wide, 0.032" aluminum, standing seam roof panel mechanically attached to attached to 15/32" plywood or Wood Deck with fasteners, Installation Instructions FL17022 R7 II FL 17022.6 1.0 NAIL STRIP 0.032 ALUM ssr.odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.6 1.0 NAIL STRIP 0.032 ALUM ssr.pdf Created by Independent Third Party: Yes 1.5" rib height, 19" wide, 26 gauge steel, standing seam roof panel mechanically attached to 15/32" plywood or wood deck with fasteners. Installation Instructions FL17022 R7 II FL 17022.7 1.5 Nail Strip 26GA ssr.Ddf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.7 1.5 Nail Strip 26GA ssr.Ddf Created by Independent Third Party: Yes 29 gauge steel, lapped roof panel mechanically attached to 15/32" plywood or wood deck with exposed fasteners. Installation Instructions FL17022 R7 II FL 177022.8 EMAX Rib ssr.odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 177022.8 EMAX Rib ssr.odf_ Created by Independent Third Party: Yes 26 gauge steel, lapped roof panel mechanically attached to 15/32" plywood or wood deck with exposed fasteners. Installation Instructions FL17022 R7 II FL 17022.9 PBR RIB ssr.Ddf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022_.9 PBR RIB ssr.Ddf Created by Independent Third Party: Yes Back Next I i Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phonelor by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: Credit Card Safe Palm City, FL 34990 (7721872-8034 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 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'embed ment- into- wood- plank: (*or sufficient -length -- to meet requirements) Underlayment: To be compliant with FBCiSec. 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 PRESSURE* 1 -86 PSF -93.5 PSF -101 PSF -228 PSF ROW SPACING 16" o.c. 16" o.c. 8" O.C. 6" ox. FASTENER SPACING (ALONG Panel width) 12" o.c. 12" o.c. 12" o.c. 12" o.c. FASTENER SIZE #9 #10 #10 #10 Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: 1527 UL 580-06 & 1897-041 Test Report! DC5893.01-450-18 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? *Design pressure margin of safety 2.1 ..Sol frnr►.._ 5Q Locke Bowden, P.E. does not have, not will acquire a financial in t l�rl ar F�cq• in� mjiWfacturing or distributing products under this evaluation. ;~ `'•y ,Z Locke Bowden, P.E. is not owned, operated, or controlled by a_Qy coinpar(Vpn-3fidfa&tureP, or distributing products under this report. ; • a .�� :G • S ��; 71 '';:NNNAL ' FL17O22.1 5V Crir�_j26GA Steel), 24" Wide Roof Pare Details Limitations: 1. Underlayment to be compliance with current Florida Buildirg Code (FBC)2017 61h ed. 2. Minimum slope to be compliant with Florida Building Code 12017 6th 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. 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 6th ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for Structural ,Loading. 7. This report does not imply warranty, installation, recomme �ded product use outside of this report. Fasteners - #9 ■ 1-112" Min. or #10 X 1-1,/2" Min. per Table A' for Row 5-V Crimp Roof Panel Spacing and Design Pressures Hex Washer Head Wood Screws 3J8" Panel Overlap — Deck: -15/3T' or greater Plywood, or - .-Vtbodplanl- - — --- I 14 12' oPnorIAL srwArIONS Panel Profile Nominal 12" Nominal 12" O.C. O.C. Fasten 9 x 1-1/2" Min. or #10 X 1-1/2" Min. per Table "A" Hex fisher Head Screw Spaced 12" o.c. across the Panel VVdth Refer to Table "A" for Spacing Along Panel Length Derck-15/32" or greater plywood, or - V1bod plank