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HomeMy WebLinkAboutPRODUCT APPROVAL METAL ROOFINGBuilding Code Online Page 1 of 4 SCAN 4. ,} k - r BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge Slats & Facts Publications I FBC Staff BCTS Site Map I Links I Search 9a 1i6� pt ;: Product Approval p �e' USER: Public User r �� Product Approval Menu > Product or Application Search > Application List > Application Detail fn GL I FL # FL17022-R7 -- - i Application Type Revision 15 Code Version 2017 20 I OO( Application Status Approved j Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 08/18/2017v. date reapply 08/21/17 iLL't Extreme Metal Fabricators, LLC 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 flvalidation@yahoo.com Richard McKuhen flvalidation@yahoo.com RECEIVED AUG 2 7 20i8 ST. Lucie County, Permitting Richard McKuhen 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 rchard@emfab.net i L E rr- - c C' �' Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C_l 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, Eel Validation Checklist - Hardcopy Received Certificate of Independence FL17022 R7 COI FL 17022.1 5 V CRIMP ssrodf Referenced Standard and Year (of Standard) Standard Year TAS 125 2003 UL1897 2012 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code s://floridabuilding:org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rM... 2/15/2018 Building Code Online Page 2 of 4 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 Ii FL 17022.1 5 V CRIMP 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. Install the FL17022 R7 AE FL 17022.1 5 V CRIMP ssr.Ddf 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. 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 0.032 ALUM ssr.Ddf 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 assembly in compliance with the installation method listed in ALUM ssr.ndf this report and applicable code sections of FBC. Refer to Created by Independent Third Party: Yes 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 TI FL 17022.3 1.5 MECHANICAL Approved for use outside HVHZ: Yes seam 24ga ssr.DdF 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 FL17022 R7 AE FL 17022.3 1.5 MECHANICAL the Installation method listed in this report and applicable seam 24ga ssr.Ddf code 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 FL17022 R7 it FL 17022A MECHANCIAL SEAM Approved for use outside HVHZ: Yes ALUMINUM ssr.Ddf 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 FL17022 R7 AE FL 17022.4 MECHANCIAL SEAM ALUMINUM ssr.Ddf the Installation method listed in this report and.applicable code sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes Instructions. 17022.5 15 - "1 in. Nail Strip" (115) 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 1" rib height, 16" 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 17022.5 1.0 NAILSTRIP ssr.Ddf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.5 1.0 NAILSTRTP ssr.Ddf Created by Independent Third Party: Yes /floridabuilding.org/pr/pr_app_dtl, aspx?param=wGEVXQwtDgv2aBQpHpQQe6rM... 2/15/2018 Building Code Online Page 3 of 4 the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation Instructions. 17022.6 16 - % In. Nail Strip" (115) 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" rib height, 16" wide, 0.032" -aluminum, standing seam roof panel mechanically attached to attached to 15/32" plywood or Wood Deck with fasteners, Installation Instructions FL17022 R7 11 FL 17022.6 1.0 NAiL STRIP 0.032 ALUM ssr.pdf 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.odf Created by Independent Third Party: Yes 17022.7 7 - "1.5 in, Nail Strip" (RS) 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 iT FL 17022.7 1.5 Nail Strip 26GA ssr.ndF 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.ndf 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" (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.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 177022.8 EMAX Rib ssr,Ddf limitations of use. Install the assembly in compliance with Created by Independent Third Party: Yes the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.9 9 - " PBR MAX" (115) 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 PBR 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.Ddf limitations of use. Install the assembly in compliance with Created by Independent Third Party: Yes the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. flack Next Contact Us :: 2601 81a1r Stone Road. Tallahassee Fl, 32399 Phone: 850-487-1024 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 mail. 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 emalls 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 available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: rM `-1-Wilr iCred -s-v Credit Card Safe Aloridabuilding.org/car/pr app dtl.aspx?param=wGEVXQwtDgv2aBQpHDQQe6rM... 2/15/2018 � J Building Code Online Page 4 of 4 app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rM... 2/15/201 S ,tau bw roma unve Palm City, FL 34990 j772)872-8034 Co ' pliant with Florida Building Code 2017 (61" ed.) Cor pliant with Florida Product Approval Rule # 61G20-3 Cor, pliant: Keystone Certifications Pro uct: 5 V Crimp 26GA Steel Roof Panel FBC Sec. 1507.4.2 Yield strength: 50 ksi min.; Attached to min.15/32" plywood or Wood Deck w/ min. 0.42 specific gravity with screws. 24" Coverage Rib Height 3/8" Cor'osion Resistant Compliant: FBC Sec. 1507.4.3 Fastener 1(Method 1 Attachment): #9 x 1-1/2" Hex -Washer Head wood screw* to penetrate 3/1 " min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet req ! irements) Fastener 2 (Method 2,3, & 4 Attachment): #10 x 1-1/2" Hex -Washer Head wood screw* to per trate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to r eet requirements) Un I",erlayment: To be compliant with FBC Sec. Chart 1507.1.1 Shall be in compliance with FBC Sec. 1507. See Fastener attachment specifications above Inst If Details: Table A Allowable Loads METHOD 1 METHOD 2 METHOD 3 METHOD 4 DES N PRESSURE* -86 PSF -93.5 PSF -101 PSF 428 PSF RON I SPACING 16" o.c. 16" o.c. 8" O.C. 6" o.c. FAS 'IENER SPACING (ALONG Panel width) 12" o.c. 12" o.c. 12" o.c. 12" O.C. FAS IENER SIZE 1 #9 #10 #10 1 #20 Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527 UL 580-06 & 1897-041 Test Report IIES93.01-450-18 05/02/14 Test _ Report F3366.01-450-18 12/18/15 TAS 125-03 Test Report D05893.02-450-18 07/22/14 *EQ iVALENCY--UL 1897-04 is equivalent to test standard UL 1897-1� *Design pressure margin of safety 2:1 fitr►rt Lock Bowden, P.E. does not have, not will acquire a financial in�� �'',������in a �c �,q m, f�+facturin or distributing products q�'3`0r1 ��, gPZ!� g g uncle' this evaluation. Lock Bowden, P.E. is not owned, operated, or controlled by any colnparNprnbfia fat or distributing products under this repo , . f ''r.. • r.GS i T� � �4� �,/ 7 �n a Limitatior 1. Unde 2. Minir 3. Prod i 4. Engii 5. Fire I 6. Supr Struc 7. This FL17022.1 5V Crimp (26GA Steel), 24" Wide Roof Panel -Details iyment to be compliance with current Florida Building Code (FBC)2017 6th ed. m slope to be compliant with Florida Building Code 2017 61h ed., and per with Manufacturer's installation reference. is are compliant for State of Florida product approval per Rule 61G20-3. Compliance Method: 1-D Bring analysis for "project specific, approval by local authorities w/jurisdiction is allowed by other registered engineers. ssification is not part of this acceptance. Shear diaphragm values are outside this report. t framing in compliance w/FBC 2017 6th ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for ral Loading. Sort does not imply warranty, installation, recommended product use outside of this report. Fasteners- #9 x 1-1/2"MIn. -roar par7ableA"for Row Spacing and Design Pressures Hex Washer Head Wood Screws Deek: -16/32' or greater Plywood, or -Wood plank 14- 1�' XF OPTIONAL STRIATIONS Nominal 12" O.C. Panel Profile Nominal 12" O.C. 5-V Crimp Roof Panel Fasten 9 X 1-1/2" Min. or #10 x 1-1/2" Min. per —fable "A" Hex Washer Head Screw Panel Spaced 12" o.c. across the Panel 1Mdth Refer to Table "A" for Spacing Along Panel Overlap Length Deck-15/32" or greater Plywood, or -Wood plank F� orida Building Code Online Page 1 of 2 C� 9iJ .U�4x� 5 r BCIS.Home I Log In I User Registration Hot Topics I Submit Surcharge Slats & Facts Publications FBC Staff I SCIS Site Map I Links I Search ProductApproval USER: Public User\rC SCANNED Product Approval Meru > Product or AonliCation Sepreh > Apnlicalinn List > Application Detail �� By Lucie COM-ly FL # FL17322-114 Application Type Revision Code Version 2017 I �� Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Atlas Roofing Corporati 2000 RiverEdge Parkw .. Suite 800 LE, Atlanta, GA 30328 (770)946-4571 mcollins@atlasroofing.com Meldrin Collins mcollins@atlasrooflng.com Roofing Underlayments RECEIVED AUG 2 7 2018 ST. Lucie County, Permitting Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden P.E. Ili Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL17322 R4 COi ATL14001.4A 2017 FBC Eval Report Atlas Underiavments final.ndf Standard ASTM D 1970 ASTM D 226 ASTM D 2626 ASTM D 4869 ASTM D 6380 TAS 103 TAS 110 UL 1897 Year 2015 2009 2004 2016 2003 1995 2000 2012 ://floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgsRyNwiNWDrY8P... 3/20/2018 Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/30/2017 Date Validated 10/03/2017 Date Pending FBC Approval 10/04/2017 Date Approved 12/12/2017 Summary of Products Page 2 of 2 FL # Model, Number or Name Description 17322.1 Atlas Underlayments For use in steep slope roofing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL17322 R4 TT ATL14001.4A 2017 FBC Eva[ Renort Atlas Underlavments final.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Other: See evaluation report for limits of use. Created by Independent Third Party: Yes Evaluation Reports FL17322 R4 AE ATL14001.4A 2017 FBC Eval Report Atlas Underlavments final.pdf Created by Independent Third Party: Yes 17322.2 Fabral All Purpose High -Temp ASTM D 1970, SBS modified, self -adhering underlayment Underlayment with fiberglass mat reinforcement and a poly-fabrlc surface. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL17322 R4 ii ATLI4o01.4B 2017 FBC Eva[ Renort Atlas Fabral Underlayment final.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: N/A Other: See evaluation report for limits of use. Created by Independent Third Party: Yes Evaluation Reports FL17322 R4 AE ATL14001.4B 2017 FBC Eva] Report Atlas Fabral Underlayment final.od( Created by Independent Third Party: Yes pack Noat Contact Us :: 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone: 650.487-1824 The State or Florida Is an WEED employer. Coovdaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility -Statema :: 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 850.407.1395. *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 it 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 available to the public. To determine It you are a licensee under Chapter 455, F,S., please click hnrg-. Product Approval Accepts: 0 o a eCf- a Credit Card Safe /floridabuilding.org/pr/pr app_dtl.aspx?param--wGEVXQwtDgsRyNwiNWDrY8P... 3/20/2018