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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFFlorida Building Code Online 1/31/18, 1:58 PM ��pp SCANN — -- - - --`-- f Will l �', (I i0,v 4 BC1S Home Login User Registration 1 HotTepics Subl it Surcharge ; Slats & Facts ; Publications FSC Staff I SCIS Site Map I Links Search b3 _ d,&o�\ r (` "i Product Approval ' i (�'-, USER: Public User +; Product Annroval Ftenu > Pmrfnrt or ArZnliratinn Snarch > 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 dew el the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date' Validated By Certificate of Independence 1 I n Liq > Application Detail �p^FL37022�R7 Rivvision 2017 Approved 08118/2017v. date reapply 08/21/17 Extreme'Metal Fabricators; LL&t r'^+21`6U SW Poma Dnve�� ,h. Palm City, FL 34990 (772) 872-8034 flvalidation@yahoo.com Richard McKuhen - flvalidation@ya hoo.com Richard McKuhen 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 richard@emfab.net Roofing -;;,fie w =. cjlvl6tal'Roofing� Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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.pdf Referenced Standard and Year(of Standard) Standard TAS 125 Year 2003 https://www.floridabuilding.org/pr/pr app-dtl.aspx?param=wGEVXQwtOgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d Page 1 of 4 Florida Building Code Online 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 2012 2006 1/31/18, 1:58 PM FL # Model, Number or Name Description 170 2c1 xl-Wf"';' /%C rip (f 6);r 26 Gauge steel, 318" 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 S V CRIMP ssr.pdf Approved for use outside HVHZ: Yes I Verified By: Locke Bowden, P.E. 49704 Impact Resistant: No Created by Independent Third Party: Yes DesigrrPressure: +N/A/ Table A I Evaluation Reports Other: Refer to evaluation report for conditions. Install the assembly in compliance with the installation method listed in FI.1702 R7 AEFL 17022.1 S V C(2rMP_sj-pdf _ Created by Independent Third Party: Yes this report and -applicable code sections of FBC. Refer to manufacturer's installation instructions. i 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 Approved for use in HVHZ: No Installation Instructions FL17022 R7 .II FL.17027_.7_ 5 V CRIMP 0.032 ALUM 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 Other: Refer to evaluation report for conditions.Install the Evaluation Reports FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032 ALUM ssr.pdf 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 74ga 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 limitations of use. Install the assembly in compliance with the Evaluation.Reports FL17022 R7 AE FL 17022.3 1.5 MECHANICAL installation method Misted in this report and applicable code sections of FBC. Refer to manufacturer's installation seam 24oa sssscpf Created by Independent Third Party: Yes instructions. 17022A 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_dti.aspi?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEc vOQveeg%3d%3d Page 2 of 4 Florida Building Code Online 1/31/18, 1:58 PM I 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.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 17022.4 MECHANCIAL SEAM installation method listed in this report and applicable code ALUMINUM ssr.pdf sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes instructions. 1 17022.5 5 - "l 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 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 17022.5 1.0 NAILSTRIP ssr.pd 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 17022.6 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 'ssrodf 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 ssrpdf sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes instructions. 17022.7 17 - "1.5 in. Nail Strip" 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 sections of FBC. Refer to manufacturer's installation instructions. 1.5" rib height, 19" wide, 26 gauge steel, standing seam roof panel mechanically attached to 15/32" plywood or wood deck with fasteners. Installation Instructions FL17022 R7 ii FL 17022.7 1.5 Nail Strip ssr.ndf 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.pdf Created by Independent Third Party: Yes 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.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.pdf 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" (R5) , . 126 gauge steel, lapped roof panel mechanically attached to 15/32" plywood or wood deck with exposed fasteners. Limits of Use Installation Instructions https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d Page 3 of 4 I , � I Florida Building Code Online 1/31/18, 1:58 PM 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 1707.2.9'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. Contact Us:: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850.487-1824 The State of Florida Isan 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 8S0.487.1395. '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 beusedfor 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 pan email address which can be made available to the public. To determine if you are a Ilcensee.under Chapter.455, F.S., please dick here•. Product Apprroovnal Accepts: c x I ii:tra M 1 Credit Card j Safe ' ,1 fal�faYf�l I https;//www.floridabuilding.org/prlpr_app dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ66rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d Page 4 of 4 i i 1 Compliant with Florida' Building Code 2017'(0th,ed:) Compliant with. Florida Product Approval Rule # 61620-3 Compliant: Keystone Certifications Product: 5 V Crimp 26GA Steel Roof Panel. yield strength: 50 ksi min:; Attact Deck w/ min. OA2 specific gravity Rib Height 3/8" Corrosion Resistant Compliant: FBC Sec. I Fastener 1(Method 1 Attachment)! #9 x Z. 3/16" min.. thru deck or 5/8" embedment i ,requirements): Fastener-2 ,(Method 2,3, & 4 Attachment): penetrate,3/16" min. thru deck or 5/8" err to, meet requirements) Underlayment: To be compliant with FBC Slope: Shall. be incompliance with FBC Sec. 2160 SW Ponia Drive Palm City, FL. 34900 ,Sec. .1507.4.2 to min. 15/32" plywood or Wood ;h screws. 24" Coverage .4.3 :" Hex -Washer Head wood screw* to penetrate 1.wood plank. (*or sufficient length to meet x 1-1/2" Hex -Washer Head wood screw* to merit into wood plank. (*or sufficient length Chart 1507.1.1 Faster era ctiment specifications above Install Details: Table A Allowable Loads METHODA METHOD - ' METHOD 3 METHOD 4 DESIGN PRESSURE' -86 PSF -93.5 PSF _-101 PSF -228 PSF ROW SPACING 16" o.C. 16" O.C. ' 8" O.c. 6" O.C. FASTENER SPACING (ALONG Panel -Width). 12;' ox 12" o.C. 12" O.C. 12" ox. FASTENER SIZE #9 #10 4.0, #10 #10 Reference Data; ARCHITECTURAL TESTING, INC. TST ID#:1527' UL.580-06 & 1897-041 Test Report I X15893.01-45048 05/02/14 Test Report' i F3366.01-450-18 12/18M US 125-03- Test Report D05893.02-450-18 0-t/22/14 *EQUNALENCr-UL 1897-04 is equivalent to test standard.UL 1897.-1� *Design -pressure margin ofsafety2.1 :.,al nrHn• Locke Bowden, P.E.,does not have, not will acquire a financial in 'IF; eikrtr�iwfacturing or distributing products under this evaluation. •`. v; � Locke Bowden, P.E. is not owned, operated, or controlled by any cooipad#on4 Mures, or distributing products under this report. o o a. T� ;�c�/7 FL17022.1 5V Crimp (26GA Steel), 24" Wide Roof Panel -Details Limitations: 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6t' ad. 2. Minimum slope to be compliant with Florida Building Code 2017'6� ed., and per with Manufacturer's installation reference. 3. Products are compliant for State of Florida product approval per Rule 61G20-3. Compliance Method: 1-D 4. Engineering 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 this report. 6. Support framing in compliance w/FBC 2017 6!h 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. Dedc -1SW or gmaler Plyarood, or - Wood plank - raaa is o- 99 x 1-11r Min. or #10 x I-lir Min. perrable A' for Row 5-V Gimp Roof Pand Spaofng and Daslgn Prassuras HezWasherHeadWoad Saews L4 Ornor..Ls p rims Profile Nominal12" I Nominal12" O.C. o.c. Fasten x 1-1/2" 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 Cbmpliant-withr Florida Building Code 2017I.(6' ed.) . Compliant with Florida Product Approval Rule # 61G20-3 Compliant: Keystone.Certifications Product: 5 b Crimp 26GA Steel Roof Panel Yield strength: 50 ksi: min.; Attad Deck W/ min..0.42 specific gravitj Rib Height 3/8" .,Corrosion Resistant. Compliant: FBC Sec.,1 Fastener 1(Method 1 Attachment): #9 x 1 3/16" min: thru'deck or 5/8" embedment requirements); Fastener 2 (Method 2,3, & 4. Attachment): .penetrate 3/16" min. thru'deck or 5/8" en .to meet- requirements) Undeda_yment: 'To be compliant with FBC Slope: Shall be in With .260 SW Poma Drive Palm City, FL 34990 Sec.1S07.4.2 to min.15/32":plywood or Wood h.screws.'24" Coverage " HexrW:asher Head wood screw* to penetrate wood plank. (*or sufficient length .to meet x 1-1/2" Hex=Washer Head wood screw* to Imerit into wood plank. (*or sufficient length Chart 1507.1.1 1507. See Fastener attachment specifications above Install Details: Table A Allowable•Loads_ 1METHOD 1 -j METHOD 2 METHOD , METHOD4 DESIGN PRESSURE*- 96 PSF -93.S PSF -101 PSF -228 PSF' ROW SPACING j 16" o.C., 16" o.c: j 8" C.C.. 6" O.C. FASTENER SPACING (ALONG Panel width) i12" o.c. 12".o.c. 12" O.C. 12" o.c., FASTENER SIZE I. I #9 #10 #10 #10 Reference Data: ARCHOMURAL TESTING, INC. TST ID#:1527�'� UL 580-06A 1897-041 Test Report Db893.01-450-18 '05/02/14 Test Report F3366 01-450-18 12/18/15 TAS 125-03 Test Report! 0,05893.02-450=18 07/27/14 *EQUIVALENCY-UL 1897--64 Is egWplentto test standard UL 1897-1 �rrrii*Design pressure wargin.ofsafety 2.1 r.1 -. r% 0. .. Locke Bowden; P.E. does not'have, not will acquire a Nnar under this edaluation: Locke Bowden, 01i is not owned, operated, or controlled report. �'c o F MY, cornpan ornA969turef, or a o �:.�►ONAL '1-:1l}.-.,i3O%i ring or distributing products ibuting products under this /7 7 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 66) ed.; and per with Manufacturer's installation reference. 3. Products are compliant for State of Florida product approval per Rule 611320-3. Compliance Method: 1-D 4. Engineering analysis for "project specific approval by local authorities wfjurisdiction 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., Cha'pter 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. -15i32 orgreater Plywood, or -Mod plank 09xI-112-Nn. or 910 x 1-1/2' Min. parTaNs A' forRow W Cdap Roar Panel Spacing, and Dos/gn Pmssums Hex Washer Head Wood Screws I 24 N I Panel Profile Nominal 12" Nominal 12" O.C. o.c. r I Y Fasten r x 1-1/2" Min. or 910 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