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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFFloilida Building Code Online Page 1 of 3 SCANNED By St, Lode County BCIS Home 1 Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publican Product Approval FILE USER: Public User Product Approval Menu > Product or Application Search > Aoolication List > Application Detail FL # Application'Type Code Version Application Status t;Ut4 ;SLED FASTENERS OR ATTACHMENTS AREcCTOR OR RECORD UTY OF THE RECORD OPY FL17022-R7 RECEIVED Revision 2017 Approved J U L 2 4 2018 08/18/2017v. date reap I 8/�ygq� County, Permitting 0 Product Manufacturer Extreme Metal FabricatMEEE PLANS AND ALL PROPOSED WORK Address/Phone/Email Palm SW Poma Drive REQUIRED BY FIELD INSPECTORS THAT ECTIONS Palm City, FL 34990 (772) 872-8034 MAY BE NECESSARY IN ORDER TO flvalidation@yahoo.co 'OMPLY WITH ALL APPLICABLE CODES. Authorized Signature Richard McKuhen flvalidation@yahoo.com Technical Representative Richard McKuhen F�. -��" -10(:D Poma Driv Address/Phone/Email 2160 SW Palm City, FL 34990 (772) 872-8034 ST. LUCIE COUNTY BUILDING DI ION rchard@emfab.net REVIEWED FOR COMPLIANCE REVIE Quality Assurance Representative DATE Address/Phone/Email PLANS AND PER IT MUST BE KEP N JOB SITE OR NO INSPECTIONS) W BE MADE Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i] 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. R Validation Checklist - Hardcopy Received Certificate of Independence FL17022 R7 COI FL 17022.1 5 V CRIMP ssr.odf 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 ://www.floridabuilding.org/pr/pr_app_dtl-. aspx?param=wGEVXQwtDgv2aBQpHpQQe... 7/5/2018 Building Code Online Page 2 of 3 I Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 08/18/2017 08/25/2017 08/28/2017 10/10/2017 JYIIIIIIYI �� FL # Model, Number or Name Description -- _ _] —SV aimp".(R) y 26 Gauge steel, 3/8" rib height, 24" wide lapped roof panel or Wood Deck with �7022;1�-- mechanically attached to 15/32" plywood fasteners Instructions FL17022 R7 II FL 17022.1 5 V CRIMP ssr.odf Limits of Use Installation Approved for use in HVHZ: No Verified By: Locke Bowden, P.E. 49704 Approved for use outside HVHZ: Yes Created by Independent Third Party: Yes Impact Resistant: No Design Pressure: +N/A/ -Table A Refer to evaluation report for conditions. Install the Evaluation Reports Eva FL17022 R7 AE FL 17022 1 5 V CRIMP ssr.odf Other: 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. 0.032" Aluminum, 3/8" Rib height, 21" wide lapped roof 17022.2 2 - "5V Crimp" (116) panel, mechanically attached to 15/32" plywood or Wood Deck with exposed fasteners Installation Instructions FL17022 R7 II FL 17022.2 5 V CRIMP 0.032 ALUM ssr.odf Limits of Use Approved for use in HVHZ: No Verified By: Locke Bowden, P.E. Approved for use outside HVHZ: Yes Created by Independent Third Party:rty: Yes Impact Resistant: No Design Pressure: +N/A/ -Table A Evaluation Reports FL17022 R7 AE FL 17022 ir 5 V CRIMP 0 032 ALUM ssr.odf Other: Refer to evaluation report for conditions. Install the with the installation method listed in Created by Independent Third Party: Yes assembly in compliance 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 mechanically attached to 15/32" plywood or wood deck panel with clips and fasteners. Limits of Use Installation Instructions FL17022 R7 II FL 17022.3 1.5 MECHANICAL Approved for use in HVHZ: No Approved for use outside HVHZ: Yes seam 24ga ssr.odf Verified By: Locke Bowden, P.E. 49704 Impact Resistant: No 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 listed in this report and applicable code seam 24ga ssr.odf Created by Independent Third Party: Yes sections of FBC. Refer to manufacturer's installation instructions. 17022.4 4 - "1.5" Mechanical Seam" (R5) 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 Approved for use in HVHZ: No Installation Instructions F1.17022 R7 II FL 17022 4 MECHANCIAL SEAM Approved for use outside HVHZ: Yes ALUMINUM ssr.odf Verified By: Locke Bowden, P.E. 49704 Impact Resistant: No 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 F1,17022 R7 AE FL 17022 4 MECHANCIAL SEAM installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation ALUMINUM ssr.odf Created by Independent Third Party: Yes instructions. - "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 F17022.=55 with fasteners. of Use oved for use in HVHZ: NoFL17022 Installation Instructions R7 II FL 17022 5 1 0 NAILSTRIP ssr.odppoved Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes for use outside HVHZ: Yes Impact Resistant: No 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. '/www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgv2aBQpHpQQe... 7/5/20118 Building Code Online Page 3 of 3 17022.6 16 - "1 in. Nail Strip" (R5) 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. 17022.7 17 - "1.5 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 ..ern v-hinnc 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 II FL 17022.6 1.0 NAIL STRIP 0.032 ALUM ssr.Ddf .Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FI-17022 R7 AE FL 17022.6 1.0 NAIL STRIP 0.032 ALUM ssr.pdf Created by Independent Third Party: Yes 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 26GA ssr.odf 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" (R5) 29 gauge steel, lapped roof panel mechanically attached to 15/32" plywood or wood deck with exposed fasteners. Limits of Use Installation Instructions FL17022 R7 II FL 177022.8 EMAX Rib ssr.pdf Approved for use in HVHZ: No 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 Other: Refer to evaluation report for conditions and Evaluation Reports FL17022 R7 AE FL 177022,8 EMAX Rib ssr.Ddf 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 19 - " PBR MAX" (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. 26 gauge steel, lapped roof panel mechanically attached to 15/32" plywood or wood deck with exposed fasteners. Installation Instructions FL17022 R7 II FL 17022.9 PBR RIB ssr.odf 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 Back E Contact Us :: 2601 Blair Stone Road Tallahassee FL 32392 Phone: 850-487-1824 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 mail 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 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 if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: CteEiiE Card /www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe... 7/5/2018 to !ant with Florida -Building Code 2017 (6th ed.) !ant with Florida: Product Approval Rule' # 61G20=3 . iant: Keystone Certifications . ct: 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 t Deck W/ mm 0.42 specific gravity with screws. 24" Coverage Rib .Helght .3/8" :ion Resistant Compliant FBC Sec.1507.4.3 ter 1(Method 1 Attachment): #9, x 1-1/2" Hex -Washer Head wood screw* to penetrate min. thru deck or 5/8" embedment intawood plank. (*or suffclent°length to meet, cements) ,. , ad, screw* to ter-2 (Method2,3, & 4.Attachment):.#10 x 1-1/2" Hex -Washer He rate 3/16".minp,.thru deck t s/8" embedment .into wood plank. (*or sufficient length et requirements) Iayment: To be compliant with FBC Sec. Chart 1507.1.1 Shall, be incompliance with FBC Sec: See Fastener attachment spec�ficaWi s aboves M_ _...... ...�..,., w�L i Iu1cTNnn 3 METHOD 4- InS.�ll Ueia115, I ap1C,,1,,,, ra�wway.c,,wa..�.r .. , •.. . ,,,.,-..- . ,- __ DE IG PRESSURE 86 PSF . _ 9.3 5 PSF .... 101 PSF 228 PSE. FASTENER. SPACING (ALONG. Panel; width) 12" o.c, 12". o c.. o c #9 PA3TENERSIZE ', .., ` tef rence Data:, ARCHITECTURAL TESTING, INC. TST.ID#:1527' UL ' 80-06 &°1897=041.. Test Report 1M893.01-450-18 05/02/14 Test Report F336&01-450-18 12/18/15 TAA 125-03 Test Report D05893.02-450-18 ' 07/22/1.4 *E IAVI LENGY. --UL 1897-04 is equivalent to test standard UL 1897-1 A 11! � *Des►9n pressu►e margin of safety 21 . Lac l e Bowden, PIE. does not have, not will acquire a financial n yq �� cQ �� facturmg or distributing products un er this evaluation " ` ' ;, , Locke Bowden, P.E. it, not owned, operated, or controlled by aQy colrlpaliltAm��d Lures, or distributingprodu under this report., , NA FL17O22.1 5V Crin,.r- 26GA Steei), 24" Wide Roof Pang, —)Details Limitations: 1. Underla rment to be compliance with current Florida Building Code (FBC)2017 6th ed. 2. Minimur 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. Engineering analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered engineers. lues are outside this report. 5. Fire cla �sification is not part of this acceptance. Shear diaphragm va 6. Support(framing in compliance w/FBC 2017 6th ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for Structu at Loading. 7. This rer oI rt does not imply warranty, installation, recommended product use outside of this report. 16/32" or greater Plywood, or Wood plank 14 12' 318" �r�rrnraar �t�la�'t�ntSJ Parcel: Profile Nominal 12" Nominal 12" O.C. O.C. ' Fasten 9 x 1-112" Min. or #10 X 1-1/2" Min. per -Table "A" Hex Washer Head Screw Spaced 12" o.c. across the Panel 1Mdth Panel Refer to Table "A" for Spacing Along Panel Overlap Length Deck-15/32" or greater Plywood, or - Wood plank