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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFINGFlorida Buiipg Code Online 1/31/18,1:58 PM. BCIS Home I Log In, { User Registration Florida Product Approval n r USER: Public Used .Product Approval Menu > Prnduct or td rxrY� i �� FL.# Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who. the Evaluation Report FloridaLicense c.ra+va-, SCANNED St Lude Coup- ✓3'.tt r�' �tLiy iJiiiJLi1J (( ^_�rr� Cl ;•,: Submit Surcharge i Slats & Facts Publications l FBG Staff BCIS Site'Map Links I Search > Application List > Application Detail FL17022-Rj Revision . 2017 Approved 08/18/2017v. date reapply 08/21/17 Extreme Mehl -Fabricators; LLC ) �160-SW Pbma Drive i� Palm City, FL 34990 (772)R72-8034 flya l idat ion @ ya hoo. co m. Richard McKuhen Oval id ation@ya hoo.com Richard McKuhen 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 rchard@emfab.net Roofing Metal Roofin , Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received LOCKE'BOWDEN PE-49704 Quality Assurance Entity i Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 04/22/2024 Validated By Zachary R. Priest, P.E. Validation Checklist - Hardcopy Received I • Certificate of Independence FL17022• R7 COI FL 17022.1_5 V CRIMP _ssr.pdf Referenced Standard and Year (of Standard) Standard TAS 125 Year 2003 i https://www.floridabuilding.org/pr/pr_app_dtl.iispx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHL L Qv %3 3d e 1 of 4 i ^I :z Florida Buitiiing Code Online 1/31/18, 1:58 PM Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date.Approved Summary of Products UL 1897 UL 580 Method 1 Option D 08/18/2017 08/25/2017 08/28/2017 10/10/2017 FL* I Model, Numbej or'Name I Description 2012 2006 17x ;022.1� 1 — "5V Crimp_(R6),f 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.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. Install the FL17022 R7 AE_FL 17022.1 5 V CRIMP_ ss r.odf assembly in compliance with the installation method listed in Created by Independent Third Party: Yes this report and applicable code sections of'i FBC. Refer to manufacturer's installation instructions. 17022.2 2 - "5V Crimp" (R6) 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 QQ32 ALUM_ s�r.pd 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. assembly in compliance with the installation Install the method listed in FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032 ALUM ssr.pdf Created by Independent Third Party: Yes this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.3 3 - "1.5" Mechanjcal 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 f FL17022 R7 II FL 17022.3 1.5_ M_ECHANICAL Approved for use outside HVHZ: Yes seam 24ga ssr.pdf 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 17022.3 1.5 MECHANICA_ L Installation method listed in this report and applicable code seam 24ga s_sr.pdf sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes instructions. I 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. https://www.floridabuilding.org/pr/pr app_dtLas px?param =wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d Page 2 of 4 Florida Building Code Online. 1/31/18, 1:58 PM 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.pd 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 limitations of use. Install the assembly in and 'compliance with the Evaluation Reports 'FL17022 R7 AE FL 17022.4 MECH_ANCIAL SEAM installation method listed in this report and sections of FBC. Refer to manufacturer's installation applicable code ALUMINUM ssrpdf 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.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 Other: Refer to evaluation report for conditions limitations of use. Install the assembly in Installation method listed in this report and sections of FBC. Refer to manufacturer's i and compliance with the applicable code stallation FL17022 R7 AE FL 17022.S 1.0 NAILSTRIP ssr.pdf Created by Independent Third Party: Yes instructions. i 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 117 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 limitations of use. Install the assembly, in and compliance with the Evaluation Reports FL17022 R7 AE FL 17022.6 1.0 NAIL STRIP 0.032 ALUM ssr.pd Created by Independent Third Party: Yes installation method listed in this report and sections of FBC. Refer to manufacturer's in, applicable code stallation instructions. i 17022.7 7 - "1.5 in. Nail Strip" (R5) 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.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/ TableA Evaluation Reports Other: Refer to evaluation report for conditions and FL17022 R7 AE FL 17022.7 1.5 Nail Strip 26GA ssr.pdf Created by Independent Third Party: Yes limitations rof use. Install the assembly in installation method listed in this report and sections of FBC. Refer to manufacturer's installation compliance with the applicable code instructions. i 17022.8 8 - "EMAX Rib" (�5) 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.pi f 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 limitations of use. Install the assembly in compliance with the FL17022 R7 AE FL 177022.8 EMAX Rib ssr.pdf 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" (RS) 26 gauge steel, lapped roof panel mechanically attached to 1 15/32" plywood or wood deck with exposed fasteners. Limits of Use I Installation Instructions https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d Page 3 of 4 Florida Building Code Online. 1/31/18, 1:58 PM 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 con limitations of use. Install the assembly in installation method listed in this report an sections of FBC. Refer to manufacturer's ii instructions. Contact Us The State of Florida is an AA/EEO employer. 4 Under Florida law, email addresses are public re electronic mail to this entity. Instead, contact the Section 455.275(1), Florida Statutes, effective Oct( they have one. The emajISr provided may be used supply a personal address, please provide"the Depari https:l/www.floridabuilding.org`/pr/pr ns and pliance with the plicable code FL17022 R7 II FL 17022.9 PBR RIB_ ssr.pdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.9 PBR RIB ssr.Ddf Created by Independent Third Party: Yes 501 Blair Stone Road, Tallahassee FL 32399 Phone: ,850-487-1824 fight 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement s. If you do not want your e-mail address released in response to a public -records request, do not send e by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if fficial communication with the licensee. However email addresses are public record: If you do not wish to it 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 here_. Product Approval Accepts: Credit Card Safe rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d Page 4 of 4 Compliant with Florida Building Code Compliant with Florida Product Apprl Compliant: Keystone Certifications Product: 5 V Crimp 26GA Steel Roof Par Yield strength: 50 ksi min.; Atl Deck w/ min: 0:42 specific gran Rib Height 3/8" Corrosion Resistant'Compliant: FOC.Sei Fastener 1(Method 1 Attachment): #9 3/16" man. thru deck or 5/8" embedrne requirements) Fastener 2 (Method 2,$, & 4 Attachmer penetrate 3/16" min. thru deck or 5/8" to meet requirements) Underlaymerit: To be compliant with FI Slope: Shall be in compliance with FBC Palm City, FL 34990 _ I (772)872-8034. 7 (6th ed.) Rule # 61G20-3 FBC Sec.1507.4.2 ied to. min.15/32" plywood or Wood with screws. 24" Coverage 1507.4.3 1=1/2" Hex-Washet'Head wood screw* to penetrate t into wood plank. (*.or sufficient length to meet #10 x 1-1/2" Hex -Washer Head wood screw* to into wood plank. (*or sufficient length Sec. Chart 1507.1.1 1507. See Faste era hment specifications above Install Details: TableA Allowable Loads METHOD 1 METHOD METHOD 3 METHOD 4 DESIGN PRESSURE* -86 PSF - -93.5. PSF -101 PSF -228 PSF ROW SPACING 16"-o.c. 26" O.C. 8" O.C. 6" o.c. FASTENER SPACING (ALONG Panel width) . 12" o.c. 12" o.c. 12" o.c. 12" o.c. FASTENER SIZE #9 It10 #10 #10 Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:152 UL 580-06 & 1897-042 Test Report EM893.01-450-18 Test Rep TAS 12s-03 'Test Rep *EQUIVALENCY--UL 1897--04 is equivalent to test Locke Bowden, P.E. does not have, not will acquire under this evaluation.. Locke Bowden, P.E. is not owned, operated, or can report. art F3366.01-450-18 ort D05893.02-450-18 standard UL 1897.-12._ _ _ _ 05/02/14 12/18/15 07/22/14 *Design pressure margin of safety 2:1 icial intir;c�ih�tm�iWfacturing or by a& carnparN;)rnb%ltaZturer, or distributing `') S T� / 4� jJ /� / v distributing products p roducts under this 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 61h 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. Englneenng analysis for "project specific approval by local authorities wrurisdiction is allowed by other registered engineers. 5. Fire classification is. not part of this acceptance. Shear diaphragm values are outside thisl 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. — Fasters - #9 x 1-1WMin. or #10%1-1/2'Min. perTableA'forRow 5•VCdrrpRoot Paad Spacing and Design Pressures Hex Washer Head Wood' Screws Deck 15W or greater Plywood, or Wood plank 318" OFT[OWILS7RIAT(0NS Panel P.rohle Nominal 12" 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 Compliant with Florida Building Code 2017.(6th ed.) Compliant with Florida Product Approval'Rule # 61G20-3 Compliant: Keystone Certifications Product: 5 V Crimp 26GA Steel :Roof Pal Yield strength: 50 ksi min.; Atl Deck w/ min. 0.42 specific gra.i Rib Height 3/8" Corrosion_ Resistant Compliant: FBC Sei Fastener 1(Method:1 Attachment): #9 3/16 min. thru deck.or 5/8" embedme requirements) Fastener 2 (Method 2,3, & 4 Attachmer penetrate 3/16" min. thru deck or 5/8" to meet requirements) Underlayment: To be compliant with FI Slope: Shall be in compliance with FE U60 SW Poma Drive Palm City, FL 34990 .FBC Sec.1507.4.2 hed'to min. 15/32" plywood. or Wood l with screws. 24" Coverage 1507.4.31, Ilex -Washer Head wood screw* to penetrate t into wood plank. (*or sufficient length to meet #10 x 1-1/2" Hex -Washer Head wood screw* to into wood'plank. (*or sufficient length Sec. Chart 1507.1.1 1507. see i-asrener arracnmenr speciricarions aoove install Details: Table A Allowable loads METHOD 1 METHOD 2 METHOD 3 METHOD 4 "DESIGN PRESSURE* ] -96 PSF -93.5 P'SF -101 PSF -228 PSF ROW SPACING 16" o.c. 16" o.c. S" O.C. 6" o.c. FASTENER. SPACING (ALONG Panel width) 12" o.c. 12" o.c, 12" o.c. 12" o.c. FASTENER SIZE #9 #10 #10 #10 Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527 UL 580-06 & 1897.042 Test Report 15893.01-450-18 '05/02/14 Test Report F3366.01450-18 12/18/15 TAS 12S-03 Test Report D05893.02-450-18 o7/22/m *EQUIVALENCY-UL 1897-04 is egtrivalent to test standard UL 1897-1 ff *Design pressure margin of safety 2.1 rrr . Locke Bowden, P.E. does not have, not will acquire a financial Intit�►t e� cgq�►mi�facturing or distributing products under this evaluation. Locke Bowden, P:E. is not owned, operated, or controlled by a 'r coa;paLturep, or distributing products under this report. a ,? o • X r r� 0 ;4�1'.3/7 7 ael p��°a-N J 0NAL •f;dfl:::l11��4� FL17O22.1 5V Crimp Limitations: 1. Underlayment to be compliance with current Florid, 2. Minimum slope to be compliant with Florida Buildin 3. Products are compliant for State of Florida product 4. Engineering analysis for "project specific approval I 5. Fire classification is not part of this acceptance. Sh 6. Support framing in compliance w/FBC 2017 6th ed. Structural Loading. 7. This report does not imply warranty, installation, re -1SW orgieater -yywd dank Steel), 24" Wide Roof Panel - Details Building Code (FBC)2017 6"' ed. .Code.2017 6t' ed., and per with Manufacturer's installation reference. approval per Rule 61G20-3. Compliance Method: 1-D y local authorities wrurisdiction is allowed by other registered engineers. gar diaphragm values -are outside this report. Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for product use outside of this report. #9x1-M*Min. or 410x"14XMin. parraNe l'forRow 5-VO4Roof Panel Spacing and Design Pressures Hex Washer Head Wood Screws Y4- - 3I8" oFTON4L! fRtAn0NS Panel Profile Nominal 12" 12" Fasten x 1-1/2" Min. or #10 x 1-1/2" Min. per +table "A" Hex Washer Head'Screw Saced 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 -Mod plank