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Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Online Page 1 Bas Home ; ing In °: User Regmftaban Hot Topics i Submi[Sumhama Sots fi Farts _ pubGraUons i FBC Staff ; BCIS Site Map Ilnks : Search I-A � Product Approval wV s,, USER: Public User H_ Qo d l+ooroval Menu >?iodgct ar�pA pliratlon Se: rch > Apyli aU.n Application Detail FL # 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 developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL2569-R14 Revision 2017 Approved Soprema, Inc. (Canada) 1640 we Haggarty Drummondville, NON -US 00000 (819) 478-2400 memathieu@soprema. ca Marc -Etienne Mathieu memathieu@soprema.ca Marc -Etienne Mathieu 1688 lean-Berchmans-Michaud Drummondville, NON -US 00000 (819)478-2400 Ext3327 memathieu@soprema.ca lean -Francois Cote, Ph.D 1640 we Haggarty Drummondville (888) 811-3145 jfcote@soprema.ca RECEIVED APR 55 2019 sT. Luelo ceuntr, Permitting SCANNED BY St. Lucie County Roofing ' 50 4-8(W_2 UndedayrttlgEVIEWED FOR EvalG frG® AME or a Licensed Florida Professional ,En,� neer ES_'4nL6°:i�Ee y ° NTY Robert]. M. NlenninerlL.B®cV a PE-59166 UL LLC 07/18/2020 John W. Knezevich, PE ±r Validation Checklist - Hardcopy Received FL256�14 COI 2018 Ol GOI N[EMINEN.pdf Standard Year ASTM D1970 2015 ASTM D4798 2011 ASTM D6163 2008 FM 4474 2011 'qp�p � FR 'i�j}ka0� V!/ n UL 1897 2012 http://www.floridabuilding.org/nr/pr_app_dtl.aspx?param=wGEVXQwd)gsKQFEnckB 10... Florida Building Code Online Page 2 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 02/12/2018 02/14/2018 02/17/2018 04/10/2018 FL # Modelr Number or Description Name 2569.1 Soprema Roof Self adhering roof undedayments Underlay Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design pressure: +N/A/-150 Other: 1.) Refer to ER Section 5 for Limits of Use. 2.) The design pressure noted herein pertains to underiayment systems used beneath adhesive -set tile systems. Refer to ER Section 5.6.4 for Installation Instructions F1.2569 R14 II 2018 0.2_5NA- ER FL2569_ R14 odf Verified By: Robert Nieminen, P.E. PE-59166 Created by Independent Third Party: Yes Evaluation Reports by Independent Third Party: Yes Back Ejjg contact Us:: 2601 Blair Shure Road T II M1 R 32399 Phone: 850487-1824 The State of Florida is an AAME0 employer. Copyright 2007-2013 state of Florida.:: PrNacv Statement :: Accessibility Statement :: Returns Stalement under Florida law, mail addresses are public records. if you do notwant your e-mail address released in response to a public -records request, do not send elecVRnk mail to this entity. Instead, contact the office by phone or by traditional mail. It you have any questions, please contact 850.487.1395.'Pursuant to section 455.275(t), Florida Staname, effective October 1, 2012, licensees licensed under chapter 455, F5. mud provide the Department with an email address if they have one. The emai6 provided may be used foroWdcl cwnmunicetm with the licensee. However end 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 unde chapter 455, FS., please rick here . Product Approval Accepts: Ful1]iP-70 Ed F0 Credit Card Safe httn:!/www.floridabuilding.org/pr/pr_app_dfl.aspx?param=wGEVXQwtDgsKQFEnckB 10... Florida Building Code Online Page 1 4 Bas Home 1 LN in i userpegisbevon Hot Topics Submit Surcharge StutsaFacts ME Product Approval Jbly USER: Ppblic User 1 ProEutt pmval Menu>Product orypSagpn$earth>Applica[IORks�>Application Detail FL 8 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 FL17022-R7 Revision 2017 Approved 08/18/2017v. date reapply 08/21/17 Extreme Metal Fabriators, LLC 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 flvalidation@yahoo.com Richard McKuhen fivalidation@yahoo.com Richard McKuhen 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 Rchard@emfab.net Roofing Metal Roofing Bets Site Map Links . search APR 2 b 2019 Rermltting SCANNED BY St. Lucie Coui 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. Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code • Validation Checklist - Hardcopy Received �� FL17022 R7 QI$1 VIEWEEDAW r;ODjUEC®NAPUANCE TAS 125 S 7 Y e {LCIE COU Y ear UL 2012 UL 580B®CC 2006 FILE COPY http://www.floridabuilding.orgtprlpr_app_dtl.aspx?param=wGE VXQwtDgv2aBQpHpQQ... 1/10/20 Florida Building Code Online Page 2 of 4 Pmduct Approval Method Method 1 Option D Date Submitted 08/18/2017 Date Validated 0825/2017 Date Pending FBC Approval 0828/2017 Date Approved 10/10/2017 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. 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. 17022.2 12 - "SV Crimp" (116) 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.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. 17022.3 13 - "1.5" Mechanical Seam" (RS) 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. 17022.4 14 -'1.5" Mechanical Seam" (RS) 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. Installation Instructions FL17022 R7 II FL170ZZA 5 V CRIMP ssr Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.1 5 V CRIMP ssr.Ddf Created by Independent Third Party: Yes 0.032" Aluminum, 3/8" Rib height, 21" wide lapped mof panel, mechanically attached to 15/32" plywood or Woad Deck with exposed fasteners Installation Instructions FL37022 R7 II FL 17022.2 5 V CRIMP 0.032 ALUM ssrpdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032 ALUM ssr.Ddf Created by Independent Third Party: Yes 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. Installation Instructions FL17022 R7 II FL 17022 3 1.5MF-CHANICAL seam 24aa ssr.pdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports ELiL22 R7✓—AE FL-j7022.i1.5 MECHANICAL Wrrlrr _2 gaa _sIL.pdf Created by Independent Third Party: Yes 1.5" rib height, 16" wide, 0.032" aluminum, standing seam roof panel mechanically attached to 15/32" plywood or Wood Deck with dips and fasteners. Installation Instructions FL17022 R7 II FL 17022.4 MECHANICAL SEAM ALUMINUM wr.odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Parry: Yes Evaluation Reports Party: Yes 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. 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 Installation Instructions FL17022 R7 II FL 17022.5 1.0 NAILSTRIP ssr.pdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL_17022.5 19-VAILSTRILssnpdf Created by Independent Third Party: Yes http://www. fl oridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aB QpHp QQ... 1 / 10/2018 Florida Building Code Online Page 3 4 the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.6 16 - "1 in. Nall 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.. Refertoevaluation 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" (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 17022.8 18 - "EMAX Rib" (RS) 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. 17022.9 19 - " PBR MAX' (RS) 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 hL17022 R7 II FL 17022.6 1.0 NAIL STRIP 0.032 ALUM —sr odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes LLUM w 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 pdf 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 odf Created by Independent Third Party: Yes 29 gauge steel, lapped roof panel mechanically attached to 15132" plywood or wood deck with exposed fasteners. Installation Instructions FL17022 R7 It FL 177022,8 EMAX Rib sr.odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports 0 170ZZ R7 AE FL 177022_8 EMAX Rib sr df Created by Independent Third Party: Yes 26 gauge steel, lapped roof panel mechanically attached to 15/32" plywood or wood deck with exposed fasteners. Installation Instructions FL17022 R7 H FL 1702Z 9 PBR RIB ssr odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 07 AE FL 17022 9 PBR RIB ssr odf Created by Independent Third Party: Yes Back NmR rn. ntacr I: 26DI Blair stone Road Tallahassee R 32399 Phone:850-48T-1824 The State of Florida 5 m AA(EEO empbyer. Cwyeaht 2007-2013 5t to of Florida :: Pdvacv Statement :: Att,.ibiliw Statement :: Refund Statement under Florida law, emad addresses are public records. If you do not want your e-mail address released in response W a public -records request, do not send elecuenic mail W this entity. Instead, contact me office by phone or by traditional mail. if you have any questions, please contact 850.497.1395. 'Pursuant to section 455.275(1), Florida Statutes, effective October 1, 2012, licensees drowsed under Chapter 455, F.S. must provide me Deportment with an email acidness If May have one. The emaia provided may be used for oRicial a mmuniration with the licensee However email addresses are public recowi. If you do not wish to supply a personal acidness, please provide the Depammot with an email address which can be made available W the public. To determine if you are a licensee undo chapter 455, FS., please dick lye. Product Approval Accepts: al—H'I Credit Card Safe http://www.floridabuilding.orgg/pr/pr app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 1/10/20 Florida Building Code Online Page 4 of 4 http://www,floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 1 . A f P k _ .' k�l1� 1�.� Ih _e.3" � �48'3,.$�tZ �%.'�u�i°�r�i��h 1^l `,L•1 2 �y 2160 SW I Dive Palm City, Fl 34 90 y34 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. 25/32" plywood or Wood Deck w/ min. 0.42 specific gravity with screws. 24" Coverage Rib Height 3/8" i 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 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient lengh 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 abo e Install Details: Table A Allowable Loads METHOD 1 METHOD 2 METHOD 3 METHOD 4 DESIGN PRESSURE* -86 PSF -93.5 PSF -101 PSF -228 PS , ROW SPACING 16" o.c. 16" o.c. 8" o.c. 6" o.c.I FASTENER SPACING (ALONG Panel width) 12" o.c. 12" o.c. 12" O.C. 12" o.c FASTENER SIZE #9 #10 #10 #10 yr Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527 1 UL 580-06 & 1897-041 Test Report D05893.01-450-18 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 1897-1i'hrr*Design pressure margin of safety „rrrr 1 ,off 0. rap . Locke Bowden, RE does not have, not will acquire a financial intQ414 aiWq��ragy m�fW under this evaluation. Locke Bowden, P.E. is not owned, operated, or controlled by any co6nparlVPMkJafatturer, or report. r o �.. TONAL ing or distributing product buting products under this] /(/ % . i FL17022.1 6 Amp (26GA Steel), 24" Wide Ro �. ; `anel - Details Limitations: 1; Undedayment to be compliance with current Florida Building Code (FBC)2017 6n' ed. 2. Minimum slope to be compliant with Florida Building Code 2017 6" ed., and per with Manufacturer's installation refe 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 el 5- Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. G. Support framing in compliance w/FBC 2017 611 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 - #9.1-10 Min. or #10 x 1-112' MN. perTab/e A" rorRow 5-V Unx) Roof Panel Spacing andOesign Pressum Hex WasnerHead Wood Screws -15132' or greater PV=d, or - VtW plank 24 12" 3f8` Panel Profile Nominal12" L Nor O.C. O.C. Fasten ' 9 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 Wdth Panel Referto Table "A" for Spacing Along Panel Overlap Length Deck-15/32" or greater Plywood, or -Wood plank