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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFINGsGANNED,- Business &'Professional '-a e. #P aoPo�P,h�P�G��d' BCIS Home Log In I User Registration Hot Topics Submit Surcharge 1 Stats & Facts b a �`Product Approval d Tir-1 pr Yi USER: Public User ,JI Publications i FBC Staff I BCIS Site Map I Links i Search i Product Approval Menu > Product or Application Search > Application List > Appli I Detail FL # FL17022-R7 Application Type Revision Code Version 2017 Application Status Approved i Comments 18/2017v. date reapply 08/21/17 Archived C1 RECEIVED MAR 3 0 2018 ST. Lucie County, Permitting 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 flvalidation@yah coov FILE Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 richard@emfab.net Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method _ Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer G Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed LOCKE BOWDEN the 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. 0 Validation Checklist - Hardcopy Received Certificate of Independence FL17022 R7 COI FL 17022.1 5 V CRIMP ssr.odf Referenced Standard and Year (of Standard) Standard TAS 125 UL 1897 UL 580 Equivalence of Product Standards Certified By Sections from the Code Year 2003 2012 2006 Product Approval Method Method I Option D Date Submitted 08/18/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary of Products 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 i FL17022 R7 II FL 17022.1 5 V CRIMP 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 17022.1 5 V CRIMP 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., 17022.2 2 - "SV Crimp" i(116) 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 FL17022 R7 AE FL 17022.2 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 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.odf 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 17022.3 1.5 MECHANICAL the Installation method listed in this report and applicable seam 24oa ssr.pdf code sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes instructions. 17022.4 4 - "1.5" Mechanical Seam" (115) 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 ssr.pdf 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 the Installation method listed In this report and applicable ALUMINUM ssr.odf code sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes instructions. 17022.5 15 - "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 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 Installation Instructions FL17022 R7 II FL 17022.5 1.0 NAILSTRIP ssr.pdf . 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. 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 ALUM ssr.pdf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Locke Bowden, P.E. 49704 Design Pressure: +N/A/ -Table A i Created by Independent Third Party: Yes Other: Refer to evaluation report forconditions and Evaluation Reports limitations of use. Install the assembly in compliance with FL17022 R7 AE FL 17022.6 1.0 NAIL STRIP 0.032 ALUM ssr.pdf the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes instructions. i 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 Approved for use outside HVHZ: Yes FL17022 R7 II FL 17022.7 1.5 Nail Strip 26GA ssr.pdf Verified By: Locke Bowden, P.E. 49704 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Other: Refer to evaluation report for conditions and limitations of use. Install the assembly in compliance with Evaluation Reports FL17022 R7 AE FL 17022.7 1.5 Nail Strip 26GA ssr.pdf 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" I (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.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 FL17022 R7 AE FL 177022.8 EMAX Rib ssr,pdf limitations of use. Install the assembly Incompliance 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" (115) 26 gauge steel, lapped roof panel mechanically attached to 15/32" plywood or wood deck with exposed fasteners. Limits of Use ll Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 17022.9 PBR 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 Other: Refer to evaluation report for conditions and limitations of use. Install the assembly in Compliance with Evaluation Reports FL17022 R7 AE FL 17022.9 PBR RIB ssr.pdf 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. Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO 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 455.27S (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 emails 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 click here . Product Approval Accepts: M 0 Credit. Card Safe Palm City, FL 34990 1 Compliant with Florida Building Code,2017 (6th ed.), . Compliant with Florida Product Approval Rule # 61G20-3 Compliant: Keystone Certifications 1 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".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 Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: 1527 UL 590-06 & 1897-041 Test Report 1015893.01-450-18 05/02/14 Test- Report F3366.01-450-18 12/18/15 TAS 125-03 Test Report D05893.02450-18 ' 07/22/14 *EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897-1� *Design pressure margin of safety 2.1 ---- :411 �rttt..: o. ►soyy--,,, Locke Bowden, P.E. does not have, not will acquire a financial int Vq �>i otg gymO%facturing or distributing products under this evaluation. Locke Bowden, P.E. is not owned, operated, or controlled by a& coinparNorribbilfatturer, or distributing report. products under this •,, . ►ONA4 ti i FL17022.1 5V Ci___,ip (26GA Steel), 24" Wide Roof Ft _'il - Details Limitations: 1:.Underlayment to be compliance with current Florida Building Code (FBC)2017 6th 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. Lngineering 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. i Panel Overlap /— Fasteners - — 4 9 x 1-112" Min. or #10 x acing Min. psign r ss for Row Spacing and Design Pressures Hex Washer Head Wood Screws i Deck: 15/32" or greater Plywood, or Wood plank Nominal 12" O.C. 24 1r OPTIORIAL 57RIAMOM Panel Profile Nominal 12" (� O.C. �l 5-V Crimp Roof Panel Fasten 9 x -1/2" Min. or #10 x 1-1/2" Min. per Table "A" Hex Washer Head Screw Spaced 12" o.c. across the Panel.Width Refer to Table "A" for Spacing Along Panel Length Deck-15/32" or greater Plywood, or -Wood plank