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HomeMy WebLinkAboutPRODUCT APPROVAL METAL ROOFING1/°I/GV to wnua uuuuwy vvuc uuuc 4CANNED Uri BCIS Home Log In f User Registration j HotTopi6 Submit ` ' le ; ff ` Facts Publications F8C Staff •i Bq5 Site Map i Llnks j Search I' Fbri�a Cl/�IpUp Product Approval USER: Public User • T, Product Approval Menu > Product or Aoplimtion Search > 8 Ifcation 'st > Application Detail FL # FL17022-R7 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS Application Type Revision REQUIRED BY FIELD INSPECTORS THAT Code Version 2017 MAY BE NECESSARY IN ORDER TO Application Status Approved COMPLY WITH ALL APPLICABLE CODES. Comments 08/18/2017v. date reapply 08/21/17 Archived 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@yahoo.com Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive. Palm City, FL 34990 ��,4,, i (772) 872-8034`�k l'1� richard@emfab.net ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIANCE D Quality Assurance Representative REVIEW B Address/Phone/Email DATE . PLANS AND PERMIT MUST BE K6KT ON JOB Category Roofing SITE OR NO INSPECTION(S) WILL BE MADE 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 de+ 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 https:ltfloridabuilding.org/pr/pi app_dtl the LOCKE BOWDEN PE-49704 Keystone Certifications, Inc. 04/22/2024 Zachary R. Priest, P.E. Validation Checklist - Hardcopy Received FL17022 R7 COI FL 17022.1 5 V CRIMP ssr.odf Standard Year TAS 125 2003 UL1897 2012 UL 580 2006 ED FASTENERS OR ATTACHMENTS FILE COPY THE RESPONSIBILfTY OF THE ONTRACTOR OR RECORD BQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 1/4 1/4/ZUltf nunua o nuiny %,uuc vnunc Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 08/18/2017 08/25/2017 08/28/2017 10/10/2017 FL # Model, Number or Nam 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 FL17022 R7 II FL 17022.1 5 V CRIMP 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. Install the FL17022 R7 AE FL 17022.1 5V 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. 117022.2 2 - "5V Crimp" (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.odf 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.I stall the FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032 ALUM _ssr.odf Created by Independent Third Party: Yes assembly in compliance with the installation meth d listed in this report and applicable code sections of FBC. R fer to manufacturer's installation instructions. 117022.3 13 - "1.5" Mechanical 7m" (115) 11.5" rib height, 16" wide, 24 gauge steel, standing seam roof I 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 24oa 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 j limitations of use. Install the assembly in compliance with the FL17022 R7 AE FL 17022.3 1.5 MECHANICAL installation method listed in this report and applicable code seam 24oa ssr.odf sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes instructions. 17022.4 14 - "1.5" Mechanical Spam" (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 FU7022 R7 11 FL 17022.4 MECHANCIAL SEAM Approved for use outside HVHZ: Yes ALUMINUM 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 the FL17022 R7 AE FL 17022.4 MECHANCIAL SEAM installation method listed in this report and applicable code ALUMINUM ssr.odf sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes instructions. I 17022.5 5 - "1 in. Nail Strip" i115) 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 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 cU EoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d https://floddabuilding.org/pr/pr app_dtl.aspx?param=wG 2/4 1/4/LU78 rionoa quiiaing GOae unllne Design Pressure: +N/A/ -Table A I -_, Other: Refer to evaluation report f nditions and limitations of use. Install the assemC ;-,w°i complianc Installation method listed in this report and applicabip with the code Evaluation Reports FL17022 R7 AE FL 1701 11.0 NAILSTRIP ssr.Ddf Created by Independent':,.-:: Party: Yes 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 Woad 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 Created by Independent Third Party: Yes Other: Refer to evaluation report for conditions anc limitations of use. Install the assembly in compliance with the Evaluation Reports FL17022 R7 AE FL 17022.6 1.0 NAIL STRIP 0.032 ALUM ssr.odf installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes instructions. 17022.7 7 - "1.5 in. Nail Strip" (115) 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.Ddf 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 of use. Install the assembly in compliance installation method listed in this reportand applicable sections of FBC. Refer to manufacturer's installation with the code FL17022 R7 AE FL 17022.7 1.5 Nail Strip 26GA ssr.pdf Created by Independent Third Party: Yes instructions. i 17022.8 ( 8 - "EMAX Rib" (R5) 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 ann,d limitations of use. Install the assembly in compliance installation method listed in this report and applicable sections of FBC. Refer to manufacturer's installation with the code FL17022 R7 AE FL 177022.8 EMAX Rib ssr.pdf Created by Independent Third Party: Yes instructions. i 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.ndf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports Other: Refer to evaluation report for conditions a limitations of use. Install the assembly in complian installation method listed in this report and applica sections of FBC. Refer to manufacturer's installation d a with the le code FL17022 R7 AE FL 17022.9 PBR RIB ssr odf Created by Independent Third Party: Yes instructions. Contact Us :: 2601 8laih Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2067-2013 State of Florida. State of Florida.:: Privacy Statement :: Accessibility :: 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 orb 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 emails provided may be used for official communication ith 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 w ich 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: https://floddabuilding.orgfprtpr app_ U.aspx?param=wGEVXQwtDgv2aBQpLe6rMZMkUEoR%2bGxHGxFe5QkCHzEavOOveea%3d%3d 3/4 Compliant with Florida Building Code 2017 (61 red.) Compliant with Florida Product Approval Rul # 61G20-3 Compliant: Keystone Certifications Product: 5 V Crimp 26GA Steel Roof Panel FB Yield strength: 50 ksi min.; Attaches Deck w/ min. 0.42 specific gravity w Rib Height 3/8" Corrosion Resistant Compliant: FBC Sec.150 Fastener 1(Method 1 Attachment): #9 x 1-1/ 3/16" min. thru deck or 5/8" embedment int requirements) Fastener 2 (Method 2,3, & 4 Attachment): #1 penetrate 3/16" min. thru deck or 5/8" embe to meet requirements) Underlayment: To be compliant with FBC Se( Slope: Shall be in compliance with FBC Sec. 2160 SW Poma Palm City, FL 34990 Sec.1507.4.2 to min.15/32" plywood or Wood h screws. 24" Coverage .4.3 Hex -Washer Head wood screw* to penetrate wood plank. (*or sufficient length to meet x 1-1/2" Hex -Washer Head wood screw* to ment into wood plank. (*or sufficient length Chart 1507.1.1 Fastener attachment specifications above Install Details: Table A Allowable Loads METHOD 1. METHOD 2 METHOD 3 METHOD 4 DESIGN PRESSURE* -861 PSF -93.5 PSF -101 PSF -228 PSF ROW SPACING 16"I o.c. 16" ox. 8" O.C. 6" o.c. FASTENER SPACING (ALONG Panel width) 12"1 ox. 12" O.C. 12" o.c. 12" o.c. FASTENER SIZE 09 #10 #10 #10 Reference Data: ARCHITECTURAL TESTING, INC. T T ID#:1527 UL 580-06 & 1897-041 Test Report D05893.01-450-18 05/02/14 Test Report F3366.01-450-18 12/18/1s TAS 125-03 Test Report D05893.02-450-18 07/22/14 *EQUIVALENCY-UL 1897-04 is equivalent to tests(andard UL 1897-1 *Design pressure margin of safety 2:1 Locke Bowden, P.E. does not have, not will acquire a financial under this evaluation. Locke Bowden, P.E. is not owned, operated, or controlled by a report. q ,0 too cgin�fa cturingor distributing products compar/Vprnbi it urer, or distributing products under this '0NAL FL17022.1 5V Crime ' aGGA Steel), 24" Wide Roof Pane,, letails -imitations:__ - 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 er Rule 61 G20-3. Compliance Method: 1-D 4. Engineering analysis for "project specific approval by local a thorities wfJurisdiction 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 601 ed., Chapter 2 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. Panel Overlap rm�ci a #9 px acng r�un1i.n.orp TdA' ufroersRow sx 1/2 410W1-i dDgS HexasheHeadWSews m _ / 0 1, - ZY Dedc 15/32' or greater Plyi , or - Wood plank 12, Nominal 12" O.C. f�, 14- 1 S-MATicN.S Panel Profile Nominal 12" O.C. X 1-1/2" Min. or #10 X 1-112" Min. per ile "A" Hex Washer Head Screw )aced 12" o.c. across the Panel Width 3fer to Table "A" for Spacing Along Panel Deck- 15/32" or greater plywood, or - Wood plank