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Home My WebLink AboutPRODUCT APPROVALr ('aw-4 Business ®_ M-0 :ProfessionalRegulation K BQs Home I Log In i user Regatratlon I Hot Topics submit sumhame st2n a F.= I PubllWtuns I Contatt Us I BQs site Map Unks I seamh i dba -�y1,-{' r V-1piUSER:ProdPubliccUaa, Approval SCANNED yp iii��''' RECEIVED BY po,,i Approval Menu > Product or Application Seamh > Aoolitation List > Application Detail St. Lucie County FL # FL27076 APR 2 2 2019 Application Type New Code Version 2017 ST. Lucie County, Permittinq Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by TT the POC and/or the Commission If necessary. Com-24 Archived VA111i❑ die ddu�ufacturer s mail Au[hortiCzetl.6d p�ur Technical Rep a[it, A�d�e �+r� Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By i Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved APOC, Sub of Gardner -Gibson, Inc. 4161 E. 7th Avenue Tampa, FL 33605 (813) 248-2101 Ext 1141 mmullins@gardner-gibson.com Matthew Mullins mmullins@gardner-gibson.com Roofing Underlayments Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard ASTM D1970 ASTM D226 TAS 103 Approved Testing Lab FL27076 RO Eaviv FL23128 Equivalency Letter odf Method 1 Option A 04/27/2018 06/04/2018 06/11/2018 Year 2015 2009 1995 Summary of Products I FL # Model, Number or Name Description 27076.1 APOC 25 Asphalt Saturated Felt underlayment Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL27076 RO C CAC 18040906.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 03/28/2023 Design Pressure: N/A Installation Instructions Other: FL27076 RO TI 18040906.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 27076.2 APOC 45 Asphalt Saturated Felt underlayment Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL27076 RO C CAC 18040906.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 03/28/2023 Design Pressure: N/A Installation Instructions Other: FL27076 RO IT 18040906.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 12707(73) FAPOC.7uff=FeTt_26) Asphalt Saturated Felt underlayment Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL27076 RO C CAC 18040906.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 03/28/2023 Design Pressure: N/A Installation Instructions Other: FL27076 RO II 18040906.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 27076.4 APOC Tuff -Felt 46 Asphalt Saturated Felt underlayment Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL27076 RO C CAC 18040906.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 03/28/2023 Design Pressure: N/A Installation Instructlons Other: FL27076 RO II 18040906.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 27076.5 Gard -Lock Glass fiber reinforced, polymer modified asphalt, granulated self -adhered underlayment Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL27076 RO C CAC 18040906.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 03/28/2023 Design Pressure: N/A Installation Instructions Other: FL27076 RO II 1804090k gi f Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 27076.6 GatorSkin Synthetic roof underlayment Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL27076 RO C CAC 18040906.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 03/28/2023 Design Pressure: N/A Installation Instructions Other: FL27076 RO II 18040906.2df Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 27076.7 1GatorSkin-10 Synthetic roof underlayment. Business & Professional Regulation— irJll acts Home I Log In I User Registration I Hot Topi¢ I Submit surcharge I Stars&Fact Publications I contact Us I BUS Site Map Links I Search a dbpr �IUProduct App SER: Public SCANNED L BY Pmdud Aoomval Menu > Produd or Avogcation Seamb > AOPgcation List > Application Derail St. Lucie County FL # FL17022-R7 Application Type Revision Code Version 2017 Application Status Approved Comments 08/18/2017v. date reapply 08/21/17 Archived ❑ Product Manufacturer Extreme Metal Fabricators, LLC RECEIVED Address/Phone/Email 2160 SW Ponta Drive Palm City, FL 34990 (772)872-8034 APR 2 2 M9 fivalidation@yahoo.com ST. Wrig County, Permitting 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. 0 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 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 FIL 7r Model, Number or Name Description 17622:.11 -f-jV,Cr 26 Gauge steel, 3/8" rib height, 24" wide lapped roof panel mechanically attached to 15/32" plywood or Wood Deck with fasteners Limits o} Use Installation Instructions Approved for use In HVHZ: No FL17022 R7 11 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.odf 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" (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 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. Install the FL17022 R7 AE FL 17072,2 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 it FL 17022.3 1,5 MECHANICAL Approved for use outside HVHZ: Yes seam 24aa 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 FL17027 R7 AE FL 17022.3 1.5 MECHANICAL installation method listed In this report and applicable code sections of FBC. Refer to manufacturer's Installation seam 24aa ssr.odf Created by Independent Third Party: Yes 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 Installation Instructions Approved for use In HVHZ: No FL17022 R7 11 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" (115) 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 IT FL 17022.51 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 17022.5 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. 17022.6 6 - "1 in. Nail Strip" (RS) 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 71-17022 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 Parry: 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 Parry: Yes Instructions. 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 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 Nall 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 IT 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 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. 17022.9 9 - " PER MAX" (RS) 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.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. Beck Nea[ Contact Its :: 2601 Blair Stone Real. Tallahassee K 32399 Phone: 850-487,1824 The state of Florida Is an AA/EW employer. Ccovdcht 2007.2013 State of funds.:: Pnvaw Statement :: Awasslbilly Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mall 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 850.487.1395.'Pumuant to section 455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an small address If they have one. The smalls 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 previtle 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 ani<here Product Approval Accept: "M go Credit Card Safe Palm City, FL 34990 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 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" 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): #10 x 1-1/2" Hex -Washer Head wood screw* to penetrate 3/16rr 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 specifications above Install Details: Table A Allowable Loads METHOD 1 METHOD 2 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" O.C. 12" ox. 12" O.C. 12" o.c. FASTENER SIZE #9 #10 #10 #10 Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: 1527 UL 580-06 & 1897-041 Test Report EMS93.01-450-18 05/02/14 Test Report F3366.01-450-18 12/18/15 TAS 125-03 Test Report D05893.02-450-18 07/22/14 *EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897-1 *Design pressure margin of safety 2:1 .rr nnr...- Locke Bowden, P.E. does not have, not will acquire a financial under this evaluation. Locke Bowden, P.E. is not owned, operated, or controlled by i report. compar0pm4fiafakture►, cerzip�•.�t •�: �rONAL �'..;�' distributing products products under this /% FL17022.1 5V Cri,. , ' (26GA Steel), 24" Wide Roof Pa, - Details Limitations: 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6t' ed. 2. Minimum slope to be compliant with Florida Building Code 2017 6th 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. 5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. 6. Support framing in compliance w/FBC 2017 6r' 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. Fasteners - #9.1-112"Min. or #10 x 1-1/2• Min. per Table A' for Row 5-V Cnmp Roof Panel Spacing and Design Pressures HexWasherHead Wood Screws g U s r Deck-, -15132" or greater Plywood, or - Wood plank 24- 12 31W T-- - -- - Nominal 12" O.G. Panel Profile Nominal 1 O.C. Fasten g x -1/2" Min. or #10 x 1-1/2" Min. per Table "A" Hex Masher 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 -Mod plank