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Home My WebLink AboutPRODUCT APPROVAL ROOFING1 SCIS Home I Log In j User Registration ; Hot Topic Submit Surcharge Stats & Fads Publications FBC Staff ! BCIS Site Map' i Unks i Search 'Product Approval USER: Public User 1203 ProductAooroval Menu > Product or Aoolication Search > Aoolication List > Application Detail ST. LUCI E COUNTY BUILDING DIVISIO FL # FL17022-R7 "`�" Application Type Revision FOR COMPL REVIEWED B Code Version 2017 DATE Application Status Approved PLANS AND PERMIT MUST BE KEPT ON JOB OR Comments 08/18/2017v. date reapply 08/2,417 NO INSPECTION WILL BE MADE-- Archived Product Manufacturer Extreme Metal Fabricators, LLC Address/Phone/Email 2160 SW Poma Drive THESE PLANS AND ALL PROPOSED WORK Palm City, FL 34990 (772)872-8034 ARE SUBJECT TO ANY CORRECTIONS flvalidation@yahoo.cam REQUIRED BY PIU WSPECTORS MAT WAY DE NECESSARY IN ORDER TO Authorized Signature Richard McKuhen flvalidation@yahoo.com COMPLYWITH ALL APPLICA CODES .i Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive CONCFAED FASTENERS OR ATTACHMENTS Palm City, FL 34990 (772) 872-8034 ARE THE RESPONSIBIM OF THE rchard@emfab.net CONTRACTOR OF RECORD Quality Assurance Representative Address/Phone/Email SG nN NFED Category Roofing dBy �},,� Subcategory Metal Roofing St. Lucie County ''oo ountV 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 the LOCKE BOWDEN Evaluation Report 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. 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 Year 2003 2012 2006 Equivalence of Product Standards r �� Certified By Sections from the Code ..F /pdpr app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 1/4 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Snmmnry of Prnriurtc 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.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 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 - "5V Crimp" (116) 0.032" Aluminum, 318" 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. InstaII 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" (R5) 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 i 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 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 U 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" (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 II FL 17022.5 1.0 NAILSTRIP ssr Ddf Approved for use outside HVHZ: Yes Verified By: Locke Bowden, P.E. 49704 Impact Resistant: No Created by Independent Third Party: Yes EVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 214 Design Pressure: +N/A/-Tahlp A Evaluation Reports, Other: Refer to evaluation" 'Irt for conditions and FL17022 R7 AE° `17022.5 1.0 NAILSTRIP ssr.pdf limitations of use. Install thi,_._ �oembly in compliance with the Created by Indej • _ _ Int Third Party: Yes 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 H FL 17022.6 1.0 NAIL STRIP 0,032 ALUM ssr.odf 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 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 ALUM ssr.pdf 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 FL17022 R7 AE FL 17022.7 1.5 Nail Strip 26GA 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. 17022.8 18 - "EMAX Rib" (115) 29 gauge steel, lapped roof panel mechanically attached to i 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 FL17022 R7 AE FL 177022.8 EMAX 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. 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.odf Approved for use outside HVHZ: Yes Verified By: Locke Bowden, P.E. 49704 Impact Resistant: No Design Pressure: +N/A/ A Created by Independent Third Party: Yes -Table Evaluation Reports I 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. Plext 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 bo 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 determinA if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ON WE _chat 13 3/4 Palm City, FL 34990 Complilal nt with Florida Building Code 2017 (6t�' ed.) Compliant with Florida Product Approval Rule # 61G20-3 Compliant: Keystone Certifications Produ41. 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" Corrosi n Resistant Compliant: FBC Sec.1507.4.3 Fastene�; 1(Method 1 Attachment): #9 x 1-1/2" Hex -Washer Head wood screw* to penetrate 3/16" mlljn. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet requirements) . Fastene� 2 (Method 2,3, & 4 Attachment): #10 x 1-1/2" Hex -Washer Head wood screw* to penetra a 3/161,min. thru deck or 5/8"embedment into wood plank. (*or sufficient length to meet requirements) Underla 'Iment: 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 Det�lls: Table A Allowable Loads METHOD 1. METHOD 2 METHOD 3 METHOD 4 DESIGN PRESSURE* -86 PSF -93.5 PSF -101 PSF -228 PSF ROW SPAdNG 16" ox. 16" ox. 8" O.C. 6" o.c. FASTENER " PACING (ALONG Panel width) 12" ox. 12" ox. 12" ox. 12" ox. FASTENEk$IZE #9 #10 #10 #10 Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527 !UL580-06 1897-041 Test Report IMS93.01-450-18 05/02/14 Test Report F3366.01-450-18 12/18/15 TAS 125-0 Test Report D05893.02-450-18 07/22/14 *E UIVALE Q l�l CY-UL 1897-04 is Design pressure margin of safety 2;1 equivalent to test standard UL 1897-1�I l rff Locke Bowde ', P.E. does not have, not will acquire a financial in` 111 distributing under this eva �r cg rlyin0%facturing or products uation. �. Locke Bowde P.E. is not owned, operated, or controlled by aQy coAparflrvm3 96A;turem, or distributing products under this report. ' ��4,fS r Tt l t .imitations: 1. Underlayi 2. Minimum 3. Products 4. Engineeri 5. Fire class 6. Support fi Structural 7. This repot FL17022.1 5V ir,- r y np (26GA Steel), 24"' Wide Roof El-o�el -Details nt to be compliance with current Florida Building Code (FBC)2017 6t' ed. ipe to be compliant with Florida Building Code 2017 6"' ed., and per with Manufacturer's installation reference. compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: 1-D analysis for "project specific approval by local authorities wrurisdiction is allowed by other registered engineers. ation is not part of this acceptance. Shear diaphragm values are outside this report. ling in compliance w/FBC 2017 6"' ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for not imply warranty, installation, recommended product use outside of this report. 30 i 24- dW 1T oPrromAL s mTlcws Panel Profile Nominal 12" Nominal 12" O.C. O.C. Fasten 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 Credit Card - Safe 4/4