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Home My WebLink AboutPRODUCT APPROVAL4/1812019 tea Professional Re BCIS Home I Log In User Regls Uon I Hot Topics Florida Building Code Online rA Submit Surcharge I slats & Facts I Publications I Conrad Us I BCLS Sire Map I Unks I Search I dbpr aProduct Approval MU — D 1 iD SC BNNL�, USER: Public User go �sr PW� St. Lucie Count+ mduR Aoproval Menu > ProEuct or Ao Ilcatlon search > Bpnlica[lon Ust> p , -- FL # - - E17D2 - 'COMPL�A Col( Application Type evisiorl@Aae� Code Version 017, $0.rr t0i COUw,r Application Status Appfo ,Y Comments 08/18/2017v, date reapply 08/21/17 Archived -' Product Manufacturer enem6Mebr('eossti USWF Address/Phone/Email 216 Palm City, FL 34990 (772) flvalidat'ion@yahoo.com t'ion@ @yahoo.com Authorized Signature Richard McKuhen tivalidation@yahoo.com Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 nchard@emfab.net Quality Assurance Representative Address/Phone/Email Category Ro'F ofr,{"ggg Subcategory WMeta 4fjooilp _ Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcapy Received florida-Engineeror Architect Name who -developed -the LOCKS BOWDEN Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By PE-49704 Keystone Certifications, Inc. 04/22/2024 Zachary R. Priest, P.E. d Validation Checklist - Hardcopy Received FL17022 R7 COI FL 17022.1 5 V CRIMP ssr.odf Standard TAS 125 UL 1897 UL 580 year 2003 2012 2006 :Sections :from: the:Code https:/Avww.floridabuilding.org/pr/pr app dti.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOoveegp/a3d%3d 1/3 4/18/2019 Florida Building Code Online 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 FL # I Model, Number or Name I Description Installation Instructions FL17022 R7 II FL 17022.1 5 V CRIMP ssrpdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.1 5 V CRIMP ssrpdf Created by Independent Third Party: Yes to 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 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. Installation Instructions FL17022 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 ssrodf Created by Independent Third Party: Yes 17022.3 3 - "1.5" Mechanical Seam" (R5) 1.5" rib height, 16" wide, 24 gauge steel, standing seam roof panel mechanically attached -to 15132" 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 24aa ssrpdf 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 limitations Evaluation Reports of use. Install the assembly in compliance with the installation FL17022 R7 AE FL 17022.3 1.5 MECHANICAL method listed in this report and applicable code sections of seam 24ga ssrpdf fBC. Refer to manufacturer's installation instructions. Created by Independent Third Party: Yes 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 II FL 17022.4 MECHANCIAL SEAM Approved for use outside HVHZ: Yes ALUMINUM ssrpdf Impact Resistant: No Verified By: Locke Bowden, P.E. 49704 Design Pressure: +N/A/ -Table A Created by Independent Third Party: Yes Otherr Refer -to evaluation reportforconditionsand limitations Evaluation Reports of use. Install the assembly in compliance with the installation FL17022 R7 AE FL 17022.4 MECHANCIAL SEAM method listed in this report and applicable code sections of ALUMINUM ssr.pj FBC. Refer to manufacturer's installation instructions. Created by Independent Third Party: Yes 17022.5 5 - "1 in. Nail Strip" (RS) 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 the Installation 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 1.0 NAILSTRIP ssrodf Created by Independent Third Party: Yes hftps:l/www.floridabuilding.orglpdpr_app_d0.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 2/3 4/1 q/2019 Florida Building Code Online method listed in this report and applicable code sections of FBC. Refer to manufacturer'sdiistallation Instructions. 17022.E 6 - "1 in. Nall 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 FL17022 R7 II FL 17022.6 1.0 NAIL STRIP 0,032 ALUM ssr.pdf 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:RefertoQvaluationreport for conditionsand limitations Evaluation Reports of use. Install the assembly in compliance with the installation FL17022 R7 AE FL 17022.6 1.0 NAIL STRIP 0,032 ALUM ssnpdf method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 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 II FL 17022.7 1.5 Nail Strip 26GA ssnpdf 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 FL17022 R7 AE FL 17022.7 1.5 Nail Strip 26GA s=_r.pd of use. Install the assembly in compliance with the installation Created by Independent Third Party: Yes 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 -cif Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 177022.8 EMAX Rib ssnpdf 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 FL17022 R7 AE FL 177022.6 EMAX Rib ssr.pdf of use. Install the assembly in compliance with the installation Created by Independent Third Party: Yes method listed In this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.9 9 —" PBR 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 ssnpdf 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 FL17022 R7 AE FL 17022.9 PBR RIB ssnpdf of use. Install the assembly in compliance with the installation Created by Independent Third Party: Yes method listed in this report and applicable code sections of FBC. Refer to manufacturer's Installation instructions. aack Next contact Us :: 2601 Blair stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. CCo y�rl ht 2007-2013 State of Florida.:: Prlvacv Statement :: Accessibllily 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 .all m this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 650.487.1395. *Pursuant to Section 455.275(I), Florida StabRrs, effective October 1, 2a12, licensees licensed under chapter 45S, FS. must provide the Department with an emait address if they_have cmThe emaft provided may be used for ofIcial communication with vie licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department win an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick bgg. Produce Approval Accepts: ® M ® � 1 Credit Card Safe hftps://www.floddabuilding.org/pr/pr ppp_d6.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoRP/n2bGxHGxFe5QkCHzEgvCQveega/P3da/P3d 3/3 Palm City, Fl. 34990 Com `Itant�nittLFlo�ld;>l3lSildln Cod 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 3/16" 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 Svlo�e:s hall be ocni' —mpl j[artce wl h FBC;Sec _1507 See Fastener attachment specirications above Itt"sail DetailsT= ble A Allowable Loads METHOD i METHOD 2 METHOD 3 METHOD 4 DESIGN RESSUN * -96 PSF =93.5-PSF -101 PSF -228 PSF ov>r$e/icinlG 16" o.c. 16" o.c. 8" C.C. 6" G.C. ASTENERR:SPACING (AISONG Panel width) 12" o.c. 12" o.c. 12" O.C. 12" o.c. LFASTENERSIZEt q #9 #10 #10 #10 Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527 UL 580-06 & 1997-041 Test Report D3893.01-450-18 05/02/14 Test Report F3366.01-450-18- 12/19115. TAS 125-03 Test Report D05893.02-450-18 07/22/14 *EQUIVALENCY-UL 1897-04 is equivalent to teststandard UL 1897-1� *Design pressure margin of safety2:1 r OYy Locke Bowden, P.E. does not have, not will acquire a financial In-yq 4�cgpq�rm�iyfacturing or distributing products under this evaluation. �. '. Locke Bowden, P.E. is not owned, operated, or controlled by apy cosnpar0ptnii9dfa4tures, ori9stributing products under this report. = s : / — - : .,o /7 '�• 'ONAI�.;.. �F117U22 , �,X-;5V,Gcimpx(26GA°Stee , 24! Wide RcH f?7a—n 1 Details Limitations: 1. Underiayment to be compliance with current Florida Building Code (FBC)261781 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 6w 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 x 1d12' Min. or #10"1-1/2'Min. perTab/e A'rorRow SSV Crimp Roof Panel Spacing and Design Pressures Hex Washer Head Woad Screws Dedc -15W or greater Plywuod, or - Wood Plank 24- 12' 318" Panel Profile Nominal12" W i m Nominal12' O.G. o.c. Fasten g x -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 Refer toTable "A" for Spacing Along Panel Overlap Length Deck-15/32" or greater Plywood, or -Wood plank 4/18/2019 V09WIV t. " 4 v Florida Building Code Online rA Bps Home I Log In I User Registzadon I Hot Topics Submit Surcharge Stats a Facts I Publications I Conrad Us I BCIS Site Map I Links Search, I d y' � Product Approval db rUSER: Public User SCANNED oo hndud mvalen Mu > Product or Aoplkation Search > QppOcadon Llst> Application Detail BY fL # - — V16St. Lucie County Application TypeCode Version iApplication Status ' Comments Archived Product Manufacturer TrizBcuI�ICMatei7� "als'YGp?LLG - Address/Phone/Email PO Box 70 Rutherford, NJ 07070 (800) 516-1485 david.ruiz@tribuiltmg.com Authorized Signature David Ruiz david.rulz@tribuiltmg.com Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford, NJ 07073 (201) 842-2449 david.rulz@tribuiltmater*talsgroup.com Quality Assurance Representative Address/Phone/Email Category Riroflng�*. Subcategory nderlayments�'- 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 the Robert Nleminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/18/2020 Validated By John W. Knezevich, PEA .+. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certi0ed By FL16048 R6 COI 2017 01 COI Nleminen.gdf Standard ASTM D1970 ASTM G155 FM 4474 FRSA/TRI April 2012 (04-12) UL 1897 Year 2015 2005 2011 2012 2012 https:lAvww.floridebuilding.org/prlpr app dtl.aspx?param=wGEVXQwtDgtFPmdrNDWrwipmtAnR8iv9FiYHTk4FLCxcgVtRhfvMwP/e3d%3d 112 4/18/2019 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated DatePendingFBC Approval Date Approved Summary of Products i Method 1 Option D 09/25/2017 10/01/2017 10/03/2017 12/12/2017 FL # Model Number or Name Description .7,6048 1 r >=..-ME-TRSSBUIfti'120ofTlnder73yi'rterKs:+:5elfadhenrtg, mpdified bitumen roofyunderlayfr�ents'�V , � � Lirnff of Use Installallon'Instructla; ns�'I` i „�„ Approved for.use gk 9m.wi o FL16048 R6 II 2017 09 FINAL ER TRI- App`coved for yse afifsWillV 4#M`, rte 15 BUILT UNDERLAYMENTS FL16046-RI I�itpatt,itessta'rit N/A •� Verified By: Robert Nieminen PE-59166 Destgn� ressue +NJA/ 15b Created by Independent Third Party: Yes OtNe� The.deslgnyp�ressu!';o�ted herein pertainsto rise-nf� Evaluation Reports foalg ttfsystems o�tergF;Ytheaetffa E�ripg u<fYr'ayment -' FL16048 R6 AE 2017 09 FINAL ER TRI- for 0needpatfmular,apptic aUon�SeeAER Section 5 6:4 for details. BUILT UNDERLAYMENTS FL36048-R6.pdf 2.) RefeY fo`FyR SecftdrP,�Io[ptger;itS:o Use. Created by Independent Third Party: Yes Back FN..lI Contact Us:: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. CopLNaht 2007-2013 State of Hands :: Privacv Statement :: AccessiblliN Statement :: Refund Statement Under Florida law, emall 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 mail to this entity. Instead, contact the office by phone or by traditional mall. 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 emall address If they have one. The emal Is 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: ®®® KtR e s securit vAt iota Ics- https://www.floridabuilding.org/pr/pr app_dU.aspx?param=wGEVXQw(DgtFPmdYiNDWrwipmtAnRBivgFiYHTk4FLCxcgVtRhfvMw°/,3d%3d 2/2