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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFJ8127/2018 ��U. +�n t�'1}��L:rd r�ryY€,q�T•I F�3��i �.TY�,$ ypM��'?�' �roi§q x P �tj f fF,� ('•I?Yy.` K .'�� 9 �'„✓•�"` }N6k{ pY� i., 8CIS Home - I Log In User Registration Hot Topic Florida # 5111 Product Approval lLF_ y USER: Public User Product Approval Menu > Product or Application Search > Al. FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature I Florida Building Code Online I err ¢v� t`�'..�,�• ,,.i, � - n��ppp111��,,4''' y�/�y �A.gIIeA�!/� p Q$�e��. pr�1l V 476 YY W NEE K r Fyn 4Y�Y � Q ��wp,n,pD,?gn�p� Subnt SutClla,M? y, .?QfQt.A; I • ,. ••� ..-•. . •.. �. rim Publications FBC Staff -BCIS Site Map Unks search. Technical Representative Address/Phone/Email j 1 I Quality Assurance Representative Address/Phone/Email I Category I Subcategory I Compliance Method . I Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By i Certificate of Independence Referenced Standard and Year (of Standard) i Equivalence of Product Standards ; Certified By l > Application Detail --� RECEIVED Ig, , on MAR 2 8 i:018 ved ST, �tlgie County, Permitting 08/18/2017v. date reapply 08/21/17 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 flvalid6tion@yahoo.com Richard McKuhen flvalidation@.yahoo.com Richard McKuhen 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 Rchard@emfab.net Roofing - Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J Evaluation Report - Hardcopy Received LOCKE BOWDEN PE-49704 Keystone Certifications, Inc. 04/22/2024 Zachary R. Priest, P.E. t; Validation Checklist - Hardcopy Received FL17022 R7 COI FL 17022.1 5 V CRIMP ssr.pdf Standard Year TAS 125 2003 UL 1897 2012 UL 580 2006 Sections from the Code httpsJ/floridabuilding.org/prlpr app dti-aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoRp/*`2bGxHGxFe5QkCHzEgvOQveeg%3dp/o3d 114 3/27/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Prnduet-c Method 1 Option D 08/18/2017 08/25/2017 08/28/2017 - 10/10/2017 i FL # Model, Number or Name Description 17022.1 Gaesg 8 tie'i2 i p d oo ne h � c SN0 or-W&c afeecc` fasteners Limits of Use i Approved for use in HVHZ: No Tnstaltai oA nstr cti�o�rF �{ 22ta 7 I FL�370 2 5 VzCi�IMF ssr ff Approved for use outside HVHZ: Yes Impact Resistant: No i ``By o I(L-Bo0Wden, P.E. 49704 Created by.Independent Third Party: Yes Design Pressure: +N/A/ Table A Other: Refer to evaluation report for conditions.. Install the Evaluation Reports FL17022 R7 AE FL 17022.1 5 V CRIMP ssr.pdf assembly in compliance with the installation method listed in this report and appllcable�icode sections of FBC.. Refer to manufacturer's installation instructions. Created by Independent Third Party: Yes 17022.2 2 - "5V Crimp" (116) 0.032" Aluminum, 3/8" Rib height, 21" wide lapped roof panel, I mechanically attached to 15/32" plywood or Wood Deck with 4 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.p_df Verified By: Locke Bowden, P.E. 49704 Approved for use outside HVHZ: Yes Impact Resistant: No i Design Pressure: +N/A/ Table A . Created by Independent Third Party: Yes Evaluation Reports Other: Refer to evaluation report for conditions.Install the FL17022 R7 AE FL 17022.2 5 V CRIMP 0,632 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 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 the FL17022 R7 AE FL 17022.3 1.5 MECHANICAL installation method listed in this report and applicable code seam 24aa ssr.pff 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 I, FL17022 R7 II FL 17022.4 MECHANCIAL SEAM Approved for use outside HVHZ: Yes Impact Resistant: No ALUMINUM ssr.pd 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 Installation method listed in this reportland applicable code FL17022 R7 AE FL 17022.4 MECHANCIAL SEAM ALUMINUM ssr.pdf 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 i Installation Instructions Approved for use in HVHZ: No EL17022 R7 II FL 17022.5 1.0 NAILSTRIP ssr.pdf 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 https.//flotidabuilding.org/pr/pr_app 00.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 2/4 N Compliant with Florida Building Code 2017 (6th ed. Compliant with .Florida Product Approval Rule # 61 Compliant: Keystone Certifications Yield strength: 50 ksi min.; Attached to min. Deck w/ min. OA2 specific gravity with screen 24" Coverage Palm f; ly, rL s4MOU or Wood Rib Height 3/8" Corrosion Resistant Compliant: FBC Sec.1507.4.3 Fastenerl (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 penetrate 3/1V min. thru deck or 5/8" embedn to meet requirements) Underlayment: To be compliant with FBC Sec. C Slope: Shall be in compliance with FBC Sec.1507. See 1/2" Hex -Washer Head wood screw* to it into wood plank. (*or sufficient length 1507.1.1 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".o.c. 8" O.C. 6" o.c. FASTENER SPACING (ALONG Panel width) 12" o.c. _12" o.c. 12" o.c. 22" o.c. FASTENER SIZE #9 #10 #10 #10 Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527 UL 580-06 & 1897-041 Test Report 1013893.01-� Test Report TAS 125-03 Test Report DOSE *EQUIVALENCY-UL 1897-04 is equivalent to test standard UL WAS 05/02/14 i0-18 12/18/25 i0-18 07/22/14 nr� *Design pressure margin of safety 2:1 Locke Bowden, P.E. does not have, not will acquire a financial ins�facturing or distributing products under this evaluation. �' • Locke Bowden, P.E. is not owned, operated, or controlled by a& coonpadVpmkfdafaitures, or distributing products .under this report. Ile /��c �~� • • `� . + � • fit.'?_ -;• i 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 6t' ed., and per with Manufacturer's installation reference. 3. Products ate 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'f6r Wood and Chapter 16 for Structural Loading. 7. This report does not imply warranty, installation, recommended product use outside of this report. — Fasteners - #9 x 1-1/2" Min. or #10 x 1-1/2' Min. parTaWa A' for Row Spacing and Design Pressures Hex Washer Head Wood Screws" 15/32" or greater Plywood. or Wood plank 24 318" OP710NALSCRIATIONS Panel Profile Nominal 12" Nominal 12" O.C. O.C. rrV Crimp Roof Panel I Fasten 9 x -1/2" Min. or #10 x 1-1/2" Min. per -fable "A" Hex Wisher 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