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HomeMy WebLinkAboutPRODUCT APPROVAL ROOFINGProduct Aooroval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status FL17022-R7 Revision Approved Approved 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 7 Product Manufacturer Emall CONCEALED F PhASTENERS OR ATTACHMENTS ARE T1;'IE AE$PQNSIBILITY OF THE 6(11N'YMW6A OR RECORD Authorized Signature Technical Representative Address/Phone/Email 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 Extreme Metal Fabricators, LLC 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 Flvalidation@yahoo.com Richard McKuhen Flvalidation@yahoo.com r r- 1,ri)'1``)1�L v rto l�A Richard McKuhen 2160 SW Poma Dr•Y'vj t-� f'^ 6) Palm City, FL 34990 f3�� (772) 872-8034 1t� (� richard@emfab.net J ST. LUCIE COUNTY BUILDING D I0 REVIEWED FOR COMPLIANC .e i1/✓,,JJ Roofing PLANS AND PERMIT MUST BE T K,j6N 1JOB Metal Roofing SITE OR NO INSPECTIONS) � BE MADE Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Ci Evaluation Report - Hardcopy Received 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,Ddf 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 www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 8/ 16/2018 Building Code Online Page 2 of 3 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 08/18/2017 08/25/2017 08/28/2017 10/10/2017 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 FL17022 R7 II FL 17022.1 5 V CRIMP ssr.adf 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 rL 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 manufacturer's Installation Instructions. 17022.2 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: Install 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 method listed in 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 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 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 24ga ssr.odf sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes instructions. 17022.4 4 - "1.5" Mechanical Seam" IRS) 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.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. 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 rI FL 17022.5 1.0 NAILSTRIP 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 and FL17022 R7 AE FL 17022.5 1.0 NAILSTRIP ssr.odf Created by Independent Third Party: Yes 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. //www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgv2aBQpHpQQ... 8/16/2018 Building Code Online Page 3 of 3 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 ssr.Ddf 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 17022.6 1.0 NAIL STRIP 0.032 installation method listed in this report and applicable code ALUM ssr.Ddf 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 FL17022 R7 AE FL 17022.7 1.5 Nail Strip 26GA ssr.p_df Created by Independent Third Party: Yes 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. 17022.8 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.Ddf 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.Ddf limitations of use. Install the assembly in compliance with the Created by Independent Third Party: Yes installation 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 FL17022 R7 AE FL 17022.9 PBR RIB ssr.odf limitations of use. Install the assembly in compliance with the Created by Independent Third Party: Yes installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's Installation instructions. Back N©M 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 455.275 (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 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 DIM. Product Approval Accepts: M. ® e`Check O Crbdit Card, Safe www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDov2aB QpHpQQ... 8/ 16/2018 160 SW Poma Drive Palm City, FL 34990 pliant with Florida Building Code 2017 (61h ed.) pliant with Florida Product Approval Rule # 61G20-3 pliant: Keystone Certifications t: 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" on 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 reqt lrements) Fastener 2 (Method 2,3, & 4 Attachment): #10 x 1-1/2" Hex -Washer Head wood screw* to peni Vate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to eet requirements) Und "i rlayment: To be compliant with FBC Sec. Chart 1507.1.1 : Shall be in compliance with FBC Sec.1507. See Fastener attachment specifications above Instill Details: Table A Allowable Loads METHOD 1 METHOD 2 METHOD 3 METHOD 4 DESI N PRESSURE* -86 PSF -93.5 PSF -101 PSF -228 PSF ROM' SPACING_ 16" o.c, 16" o.c. 8" O.C. 6" o.c. FASI ENER SPACING, (ALONG Panel width) 12" o.c. 12" o.c. 12" o.c. 12" o.c. FASTENER SIZE #9 #10 #10 #10 Refe fence Data: ARCHITECTURAL TESTING, INC. TST ID#:1527 UL 5 0-06 & 1897-041 Test 'Report CM893.01-450-18 OS/02/14 Test Report F3366.01-450-18 12/18/1S TAS 25-03 Test Report 1305893.02-450-18 07/22/14 *EQ IVALENCY--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 in �r� s�' F�sq arjyM`` gfacturing or distributing products under this evaluation. Locke Bowden, P.E. is not owned, operated, or controlled by aQy co4arkombbilUturei, or distributing products under this repo 1i1,1. 0d+� .: i , i � r�r tt:.: �t ate►��'`. FL170 ...:. 5V Crimp (26GA Steel), 24" W.-_. Roof Panel -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 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. 3J8" Panel Overlap - 15/32" or greater Plywood, or -Wood plank 24- 12" � n OF -MIST 4L M-RIATtONS Panel Profile Nominal 12" Nominal 12" O.C. O.C. 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 1Mdth Refer to Table "A" for Spacing Along Panel Length Deck- 15/32" or greater Plywood, or - Wood plank