The URL can be used to link to this page

Home My WebLink AboutShannon Dr 568, Metal Product ApprovalFlorida Building Code Online Page 1 of 4 b'r Product Approval USER: Public User i::. P Product Approval Menu > Product or Application Sea rely � APpliWt_gn List > Application Detail FL * FL17022-R7 Application Type Revision Cade Version 2017 Application Status Approved Comments 08/18/2017v. date reapply 08/21/17 Archived Zachary R. Priest, P.E. Product Manufacturer Extreme Metal Fabricators, LLC Address/Phone/Email SCIS Home : Login . User Pe(pshation -. Hot Topics Submit Surcharge Stats & Facts Pu blicadons FRC Staff : BCIS Site Map Links '. Search b'r Product Approval USER: Public User i::. P Product Approval Menu > Product or Application Sea rely � APpliWt_gn List > Application Detail FL * FL17022-R7 Application Type Revision Cade Version 2017 Application Status Approved Comments 08/18/2017v. date reapply 08/21/17 Archived Zachary R. Priest, P.E. Product Manufacturer Extreme Metal Fabricators, LLC Address/Phone/Email 2160 SW Poona Drive Palm City, FL 34990 (772) 872-8034 Oval idation0 ya hoo. cam Authorized Signature Richard McKuhen flvaIidation@yahoo.com Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poona Drive Palm City, FL 34990 (772) 872-8034 rrchard@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 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed LOCKE BOW DEN the Evaluation Report 2003 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. r Validation Checklist - Hardcopy Received Certificate of Independence FL17022 R7 COI FL 17022.1 5 V CRIMP ssr. df Referenced Standard and Year (of Standard) Standard Year TAS 125 2003 UL1897 2012 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Cade http://www.floridabuilding.org/pr/pi_app_dtl. aspx? param=wGEVXQwtDgv2aB QpHpQQ... 1/10/2018 Florida wilding Cade Online 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 Page 2 of 4 FL # Model, Number or Name Description 17022.1 1 "SV 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 FL17022 R7 II FL 17027.1 5 )!CRIMP ssr. df 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 assembly in compliance with the installation method listed in manufacturer's installation instructions. this report and applicable code sections of FBC. Refer to 17022.2 2 - "SV 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 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 assembly in compliance with the installation method listed in ALUM ssr.pdf this report and applicable code sections of FBC. Refer to Created by Independent Third Party: Yes manufacturer's installation instructions. the installation method listed in this report and applicable 17022.3 3 - "1.5" Mechanical Seam" (RS) 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 1.70223 1.5 MECHANICAL Approved for use outside HVHZ: Yes seam 24aa 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 17022.3 1.5 MECHANICAL the installation method listed in this report and applicable seam 24ga ssr.pdf code sections of FBC. Refer to manufacturers installation Created by Independent Third Party: Yes instructions. 17022.4 4 - "1.5" Mechanical Seam" (R5) 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.pdf code sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes instructions. 17022.5 5 - "I in. Nail Strip" (R5) 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 R 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 FL17022 R7 AE FL 170225, 1.0 NAILSTRIP ssr.pdf limitations of use. Install the assembly in compliance with Created by Independent Third Party: Yes http ://www.floridabuil ding. org/pr/pr_app_dtl. aspx"param=wGEVXQwtDgv2aB QpHpQQ... 1/10/2018 Florida Building Code Online the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's Installation instructions. Page 3 of 4 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" 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 evaluatinn report for conditions and limitations of use. Install the assembly in compliance with the installation method listed in this report and applicable Installation Instructions FL17022 R7 II FL 17022.7 t,5 Nail Strip 26GA ssr pdf 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 the installation method listed in this report and applicable code sections of FBC. Refer to manufacturers installation instructions. Installation Instructions FL17022 R7 II FL 17022.6 1.0 NAIL STRIP o,032 ALUM ssr, f 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 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ -Table A Other. Refer to evaluatinn report for conditions and limitations of use. Install the assembly in compliance with the installation method listed in this report and applicable Installation Instructions FL17022 R7 II FL 17022.7 t,5 Nail Strip 26GA ssr pdf 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 odf Created by Independent Third Party: Yes code sections of FBC. Refer to manufacturers installation instructions. 17022,8 f 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 manufacturers installation instructions 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 SSL[2d Verified By: Locke Bowden, P.E. 44704 Created by Independent Third party: Yes Evaluation Reports FL17022 R7 AE FL 177022.5 EMAX Rib ssr pdf Created by Independent Third Party: Yes 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 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 manufacturers installation instructions. Installation Instructions FL17022 R7 II FL 17022,9 PBR RIB ssr. df Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 170-22,9 PBR RIB ssr.odf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 650-487-1824 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 mil. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, Hcensees licensed under Chapter 455, F.S. must provide the Department with an emall address if they have one. The emails provided may he 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: mow ekcf; Credit Card fe http://www.floridabuilding.orglpr/pr app_dtl.aspx9param—wGEVXQwtDgv2aBQpHpQQ,.. 1/10/2018 Florida Building Code Online Page 4 of 4 http-,//www.floridabuilding-org/pr/pr�_app dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ._ 1/10/2018 Palm City, FL 34990 (772)872-8034 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" 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 428 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 #91 #10 #10 #10 Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: 1527 UL 580-06 & 1897-041- Test Report DE893.01-450-18 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 Locke Bowden, P.E. does not have, not will acquire a financial intiry a `£ q�r iacturing or distributing products under this evaluation. Cocke Bowden, P.E. is not owned, operated, or controlled by air co%npaftjtr69f"tur€r, or distributing products under this report. 1 j s', Limitations: FL17022.1 6V Crimp (26GA Steel), 24" Wide Roof Panel - Details 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. 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 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. ✓15/32" or greater Plywood, or - Wood plank Nominal_ 12" 0. C. 2$ 12 - Passel Profile Nominal 12" o -c. ' f- Fasten 9 x 1-1I2" Min. or #10 X 1-112" Min. per —fable "A" Hex Washer Head Screw Spaced 12" o. c. across the Panel 1Mdth Panel Refer to Table „A„ for Spacing Along Panel Qverla p Length Deck -15132" or greater Plywood, or -Wood plank