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HomeMy WebLinkAboutPRODUCT APPROVALFlorida Bbilding Code Online IO -t Page 1 of 3 11 '"Al ss : • r r Regulation r t BM Home � Log In User Registration I Hot Topia Sgbmltsurcbarge Stab&Fads Publicso(y']���PM—C ��yeaaM1 SCANNS �+O / V dblo-%r #i G 11 USER: P egAPProval BY S,'. LU �•�a1��lgp�/ pE St. Lucie County CAE C®U^e�\`,.� Pmaud Aoomval Menu > pmtlutt Or Aoolication SeartM1 > goolica[lon List > Appllutlan Derail RE � FL # FL17022-R7 Application Type Revision 2017 APR 0 3 %019 Code Version Approved Application Status Approved ELucie COu Comments 08/18/2017v. date reapply 08/21/17 Archived ❑ Product Manufacturer Extreme Metal Fabricators, LLC Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 flvalidation@yahoo.com Authorized Signature Richard McKuhen flvalidation@yahoo.com Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 rchard@emfab.net Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing 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 LOCKE BOWDEN the 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.pdf Referenced Standard and Year (of Standard) Standard TAS 125 UL 1897 UL 580 Equivalence of Product Standards Certified By Sections from the Code Year 2003 2012 2006 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe... 4/2/2019 Florida BIAlding Code Online. Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 08/18/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Description 17022.1 1 - "5V Crimp' (R6) 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 it 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 ssr.odf assembly in compliance with the Installation method listed In Created by Independent Third Parry: Yes this report and applicable code sections of FBC. Refer to manufacturer's Installation Instructions. 17022.2 2 -'SV Comp" (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 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. Install 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 240a 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 conditlons 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 240a ssr.odf sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes Instructions. 17022.4 4 - "1.5" Mechanical Seam" (RS) 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 II 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. Limps of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Installation Instructions FL17022 R7 li FL 1Z022 5 1 0 NAILSTRIP ssr.odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Other: Refer to evaluation report for conditions and Evaluation Reports FL17022 R7 AE FL 17022.5 1.0 NAILSTRIP 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. https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDolv2-aBQpHpQQe... 4/2/2019 Florida Building Code Online, _ Page 3 of 3 17022.6 6 -'1 in. Nail Strip" IRS) I" 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 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.odf 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" (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 Nall Strip 26GA 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 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 8 - "EMAX Rib" (RS) 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.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 and limitations of use. Install the assembly in compliance with the FL17022 R7 AE FL 177022.8 EMAX Rib 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. 17022.9 9 - ° PER MAX" IRS) 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 PER RIB 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 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. Bark Next contact us ;; 2601 Blair Stone Road, Tallahassee F132399 Phone, 850-487-1824 The State of Florida Is an Wq emplayen Coovrlaht 2007-2013 State of norida.:: Pdvacv Statement;: Acasslbllity Statement:: Refund Statement es are public records. nyou do not want your e-mail address released In response to a public, ecords request, do not Send electronic ad the office by phone or by traditional mall. If you have any cautions, please contact 850.487.1395. *Pursuant to section 455.275 Bober 1, 2012, licensees licensed under Chapter455, F.S. must provide the isepa rshem with an email address if they have one. The official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, with an email address which an be made available to the public To determine If you are a licensee under Chapter455, F.S., please dick. product Approval Accepts: Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe... 4/2/2019 Palm City, FL 34990 Compliant with Florida Building Code 2017 (6th ed.) Compliant with Florida Product Approval Rule # 61020-3 Compliant: Keystone Certifications Product:.S V Crimp 26GA Steel Roof Panel FBC Sec. 1507.4.2 Yield strength: 50 ksi min.; Attached to min.1S/32" plywood or Wood Deck w/ min. OA2 specific gravity with screws. 24" Coverage Rib Height3/8,, Corrosion Resistant Compliant: FBC Sec.1507.4.3 Fastener 1(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) #20 x 1-1/2" Hex -Washer Head wood• screw* to penetrate `3/16U min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet requirements) Underlayment: To be compliant. with FBC Sec. Chart 1507.1.1 Slope: Shall be in compliance with fBC Sec.1507. See Fastener attachment soecifcations above Install Details: Table A Allowable Loads _ r. 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 SPAaNG;.(ALONG.Panel width) IV o.c. 12" o.c., _ 12" o.c. 12" o.c. FASTENER SIZE #9 no 010 #10,... Reference Data: ' ARCHrmcruRAL TESTING, INC. TST ID#:1527 MUL 580-66 & 1897-041 Test Report US893.01-490-18 05/0.2/14 Test Report F3366.01-45018 12/18/15 TAS 125-03 Test Report ' D05893.02-450-18 07/22/14 "EQUWALENCY-UL1897--04 IS equivalent to test standard UL1897-.1 *Designpressure margin ofsafety 2;1 Locke Bowden, P.E. does not have, not will acquire a finan under this evaluation. Locke Bowden, P.E. is not operated, or controlled report. ng products under this N FL17O22.1 ` ' Crimp (26GA Steel), 24" Wide V f 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 6u ad., 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 61h 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. - 15rdr a greater FVw d,a -Wwdplank 24- 12 3f9" T� T -- Panel Profile Nominal12" Nominal12" O.C. o.c. ' Fasten ' 9 x -1/2"Min. or #10 x 1-1/2" Min. per ?able "A" Hex Washer Head Screw Spaced 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