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Home My WebLink AboutPRODUCT APPROVAL110/Lu 10 _` P BCIS Home ; Log in i User Registration ! Hot Florida t Product Approval USER: Public User ,c,s e'en Product Approval Menu > Product or Application 5 a# - FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature tsummng L:oae unnne SCANNED c BY p Submit§urctiarge� 5C Es&lFa -�� i Publications. 1 FBCStaff BCISSIteMal �aLe6.tl.di� �i N�'Jlhe -s .ST. LUCIE CCAJNTY BUILDING DIVISION > Application List > Application Detail REVUE W11 E D FLR7 N01- FOR 00 hI R.EVIEWEE? Revision DATEv'Y 2017 NS AND PERMIT Approved MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE . r-rs-rr.. *.v;-.�,.r; 1.R-r.--n-: .:. •evr.:�ra.ra,v 08/18/2017v. date reapply 08/21/17 . Extreme Metal Fabricators, LLC 2160 SW.Poma Drive Palm City, FL 34990 (772) 872-8034 flvalidation@yahoo.com Richard McKuhen flvalidation@yahoo.com Technical Representative /ail Richard McKuhen Address/Phone/E 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 Rchard@emfab.net Quality Assurance Representative Category 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 / Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C.';� Evaluation Report - Hardcopy Received LOCKE BOWDEN PE-49704 Keystone Certifications, Inc. 04/22/2024 Zachary R- priest, P.E. i° Validation Checklist - Hardcopy Received �L1702_ 2 7 CAI FL 7022 V CRIh p ssr df Allindard TAS vas RN UL1897 UL S80 2003 2012 2006 1/8/2018 r i Florida Building Code Online 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 10110/2017 FL # Model, Number or Name Description 17022.1 1 - "5V Crimp" (116) I 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 ssrodf 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 ssrodf 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. de lapped roof 17022.2 12 - "5V Crimp" (116) 0.032" Aluminum, 3/8" I I emechanically xposed fasteners to 5/32 hplywoodi or Wood Deck with panel, Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 17022.2 5 V CRIMP 0.032 ALUM ssrodf 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.Instali the FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032 ALUM ssrodf assembly in compliance with the installation method (listed in Created by Independent Third Party: Yes .this report and applicable code sections of FBC. Refer i 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 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 24ga ssrodf Impact Resistant: No I 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 ssrodf sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes Instructions. 17022.4 4 - "1.5" Mechanical Seam" (R5) i 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 Il FL 17022.4 MECHANCIAL SEAM Approved for use outside HVHZ: Yes ALUMINUM ssrodf 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 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 ssrodf sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes instructions. 17022.5 15 - "1 in. Nail Strip" (115) i 11" 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 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 Evaluation Reports 214 Florida Building Code Online 1(8l2018 t Other: Refer to evak"i , report for conditions and FL17022 R7 . 17022.5 1.0 NAILSTRIP ssr.Ddf . 'j limitations of use. Install the assembly in compliance with the installation method listed in this report and applicable code Created by Independent Third 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 I 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 Installation Instructions FL17022 R7 II FL 17022.6 1.0 NAIL STRIP 0,032 ALUM ssr.Ddf 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.Ddf sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes instructions. 17022.7 7 - "1.5 in. Nail Strip" (11) 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 evaluation report for conditions ands, limitations of use. Install the assembly in compliance�with the Installation Instructions FL17022 R7 11 FL 17022,7 1.5 Nail Strip 26GA ssrpdf 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 Installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.8 8 - "EMAX Rib" (115) I 29 gauge steel, lapped roof panel mechanically attached to 15/32" plywood or wood deck with exposed fasteners. Limits of Use I Approved for use in HVHZ: No i 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 Instructions FL17022 R7 II FL 177022.8 EMAX Rib ssr.Ddf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 177022.8 EMAX Rib ssr.Ddf Created by Independent Third Party: Yes installation method listed in this report and applicable co sections of FBC. Refer to manufacturer's installation i instructions. 17022.9 9 - " PBR MAX" (115) I 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 Instructions FL17022 R7 II FL 17022.9 PBR RIB ssr.Ddf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.9 PBR RIB ssrpdf Created by Independent Third Party: Yes installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. flack Ne>a Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487.1624 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 mall to this entity. Instead, contact the office by phone or by traditional mall. 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 avalfable to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: FIM 09 https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 3/4 Compliant with Florida Building Code 2017 Compliant with Florida Product Approval R Compliant: Keystone Certifications Product: 5 V Crimp 26GA Steel Roof Panel ed.) # 61G20-3 Sec.1507.4.2 Yield strength: 50 ksi min.; Attached t Deck w/ min. 0.42 specific gravity wit Rib Height 3/8" Corrosion Resistant Compliant: FBC Sec.1507.4 Fastener 1(Method 1 Attachment): #9 x 1-1/2" 3/16" min. thru deck or 5/8" embedment into i requirements) Fastener 2 (Method 2,3, & 4 Attachment): #10 x penetrate 3/16" min. thru deck or 5/8" embedn to meet requirements) Underlayment: To be compliant with FBC Sec. C Palm City, Fl. 34990 i min.15/32" plywood or Wood screws. 24" Coverage 3 Slope: Shall be in compliance with FBC Sec.1507. Nasher Head wood screw* to penetrate plank. (*or sufficient length to meet 1/2" Hex -Washer Head wood screw* to it into wood plank. (*or sufficient length rt 1507.1.1 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" ox. 16" ox. 8" O.C. 6" ox. FASTENER SPACING (ALONG Panel width) 12" ox. 12" ox. 12" ox. 12" o.c. FASTENER SIZE #9 #10 #10 #10 i 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 D05893.027450-18 07/22/14 *EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897-Zf it r ttr *Design pressure margin of safety 2.1 Locke Bowden, P.E. does not have, not will acquire a financial rot a lq eje cfWfaduring or distributing products under this evaluation. = �' • a ' '� Locke Bowden, P.E. is not owned, operated, or controlled by ady comparliptn483fiAturer, or distributing products under this report. SIRIL' 4/ f I • ( / 7 'ti . FL17022.1 5V Crimp (26GA Steel), 24" Wide 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. FI eners- pg x 1-1l2. Min. or #10 x 1-'U2' Min. Design fe ss for Row 5 V Gimp Roof Parke) Spacing and Design Pressures Hex Washer Head Wood Screws Deck: -102" or greater Plywood, or - Wood plank 24" Ur318" OPTIONALSiM-nONS—,", II Panel Profile _ Nominall2" Nominall2" r o.c. o:c. Fasten 9 x -112" Min. or #10 X 1-1/2" Min. per "Table "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