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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFBCIS Home I Log In I User Registration I Submit Surcharge Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I Florida o Product Approval USER: Public User a EUvcc�.ar i�tm Product Approval Menu > Product or Application Search > Application List > Application Detail FL* Application Type Code Version Application Status Comments Archived FL17022-R7 Revision 2017 Approved ST. LUCZE c%,N y ; REVIEWED FOR COJ RE` IEWED B DATE /[ (V PLANS AND PERX11T 0II 1NO INS,PECTI.O V 08/18/2017v. date reapply 08/21/17 1 .' JJF 1"PT ON JOB BE 21YU-0E. Product Manufacturer Extreme Metal Fabricators, LLC THESE PLANS AND ALL PROPOSED WORK Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 ARE SUBJECT TO ANY CORRECTIONS (772) 872-8034 flvalidation@yahoo.com REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO Authorized Signature Richard McKuhen COMPLY WITH t 1 AU .A P to"Quall flvalidation@yahoo.com Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive CONCEALED FASTENERS OR ATTACHMENTS Palm City, FL 34990 (772) 872-8034 ARE THE RESPONSIBILITY OF THE � rchard@emfab.net CONTRACTOR OF RECORD 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 Referenced Standard and Year (of Standard) Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hard'copy Received LOCKE BOWDEN _ PE-49704 Keystone Certifications, Inc. =� '' f' ` 04/22/2024 Zachary R. Priest, P.E. E*01 Validation Checklist - Hardcopy Received FL17022 R7 C01 FL 17022.1 5 V CRIMP sscpdf Standard Year TAS125 2003 UL1897 2012 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products Method 1 Option D 08/18/2017 08/25/2017 08/28/2017 10/10/2017 FL # I Model, Number or Name I Description 17022.1 I 1 - "5V Crimp" (R6) 126 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 FL17022 R7 II FL 17022.1 5 V CRIMP ssrpdf 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. 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 manufacturers installation instructions. 17022.2 12 - "5V Crimp" (R6) 10.032' 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 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. Install the FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032 ALUM ssr.odf 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. 17022.3 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 24aa ssrpdf 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 limitations Evaluation Reports of use. Install the assembly in compliance with the installation FL17022 R7 AE FL 17022.3 1.5 MECHANICAL method listed in this report and applicable code sections of seam 24aa ssr.pdf FBC. Refer to manufacturer's installation instructions. Created by Independent Third Party: Yes 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 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. Installation Instructions FL17022 R7 II FL 17022.4 MECHANCIAL SEAM ALUMINUM ssr.pdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.4 MECHANCIAL SEAM ALUMINUM ssr.pdf Created by Independent Third Party: Yes 17022.5 5 - "1 in. Nail Strip" (115) 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.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 Other: Refer to evaluation report for conditions and limitations FL17022 R7 AE FL 17022.5 1.0 NAILSTRIP ssr.odf of use. Install the assembly in compliance with the installation Created by Independent Third Party: Yes method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.6 6 - "1 in. Nail Strip" (115) 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, Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 17022.6 1.0 NAIL STRIP 0.032 Approved for use outside HVHZ: Yes ALUM ssrodf 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 limitations Evaluation Reports of Use. Install the assembly in compliance with the installation FL17022 R7 AE FL 17022.6 1.0 NAIL STRIP 0.032 method listed in this report and applicable code sections of ALUM ssr.pdf FBC. Refer to manufacturer's installation instructions. Created by Independent Third Party: Yes 17022.7 7 -'1.5 in. Nail 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 FL17022 R7 II FL 17022.7 1.5 Nail Strip 26GA 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 and limitations FL17022 R7 AE FL 17022.7 1.5 Nail Strip 26GA ssr.pdf Created by Independent Third Party. Yes of use. Install the assembly in compliance with the installation method listed in this report and applicable code sections of FBC. Refer to manufacturers installation instructions. 17022.8 8 - "EMAX Rib" (115) 29 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 FL17022 R7 II FL 177022.8 EMAX Rib ssr.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 Other: Refer to evaluation report for conditions and limitations FL17022 R7 AE FL 177022.8 EMAX Rib ssr.pdf of use. Install the assembly in compliance with the installation Created by Independent Third Party: Yes method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.9 9 -" PBR MAX" (115) 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 FL17022 R7 II FL 17022.9 PBR RIB ssr.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 Other. Refer to evaluation report for conditions and limitations FL17022 R7 AE FL 17022.9 PBR RIB ssr..pdf of use. Install the assembly in compliance with the installation Created by Independent Third Party: Yes method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. Back Next Contact Us:: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an WEED employer. Copyright 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 phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 201 Z licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails Palm City, FL 34990 Compliant with Florida Building Code 2017 (61 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 specifications 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" ox. 16" ox. 8" O.C. 6" ox. FASTENER SPACING (ALONG Panel width) 22" ox. 12" ox. 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 IM893.01-450-18 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 t o. r�op;y Locke Bowden, P.E. does not have, not will acquire a financial int lq e!' F,tg ` 4� gj! facturing or distributing products under this evaluation. Locke Bowden, P.E. is not owned, operated, or controlled by any► coiApan#prnbW&ZtureP, ordistributing products under this report. S Tt� ;717 job no •%.`•'TONAL �`.�;:� . i } FL17022.1 Crimp (26GA Steel), 24" Wide F �f Panel - Details Limitations: 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 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, recommended product use outside of this report. tp 0o/ Deck 15GT or greater Plywood, or Wood plank — Fasteners - N x 1-1/2° Min. or #10 x 1-1/2° Min, per Tab/e A' for Row 5-V Crimp Root Panel Spacing and Design Pressures Hex Washer Head Wood Screws 24" 17 318" mom Panel Profile Nominal 12" Nominal 12" O.C. O.C. Fasten _t9 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