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Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Online Page 1 of 2 CODE C .1ANCE °.'ill LL'.'S �T UNTY eas x.mr YpY m.. gnoV.non I xwr.pk.; sue.a wrtn..p. v.r. eF.m . wmr+go�. i ConYel u.l ass vY x.v lbY' s..nn i qA Ruda,,'•PT— al Pmn.a d r NUSq:-po'.u... >a.J[iOen Lrtt>lpplkvl6n MY11 �COPY FLs FL5259-R28 Application Type Revlebn FTLE Code, Version 2017 AppliCaon Status Approed Comments A¢hlved Product Manufacturer POLYQIASS USA Address/Phone/Erall 1111 W. Newport Center Dnw, Deerfield Beach, FL 33442 (954)233-1330 E 242 �CSVtltl6D malpert®polyglass.mm BY Authorized Signature Maury Alpert malpert®DDlyglass.mm St. Luce County Technical Represenbtwe MauryAlpert Addre.WPhone/Emall 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (912)429.8610 MAtpert0polyglass.cpm Quality Assurance Representatbm Adel Lender Address/Ph,ne/Emall Lill W. Newport Center Drive Deerfield Beach, FL 33442 (954)233-1230 Alender0polyglxss.wm Category Roofing SubOtegpry Undedayments Compllanoa Method Evaluation Report from a Florida Reglstered Amhltect or a Licensed Flodda Professional Engineer _1 Evaluation Report- Hardcapy ReoelVed Florida Engineer or Archlend Name who developed the Evaluation Robert Niemlnen Report Florida UCen" PE-59166 Quality Assuan Entity UL LUC Quality Assuan Contract Expiation Date 09/13/2021 Validated By )ohn W. Knegevbl, PE ?I Vxlid.Uoo Checklist - Hardmpy Receiwul Certificate of Independence FL5259 RIS COI 2014 01 COI NIENIEN5N ndf Referenced Standard and Year (of Standard) St ndamJ Y1 AS D1970 2015 ASIM D226 2009 ASTM 04798 2011 ASTM D6164 3D31 AS D6222 2011 FM 4414 2011 FRSA/TRl April 2012 2012 UL1897 2012 Equivalence of Product Standards CertNed By Sections from tie Code Product Approval Met od Method I Option D Data Submitted 01/24/2013 Data Validated 01/29/2018 Data Pending MC Approval 01/30/2018 Date Approved 04/10/2018 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvbSgAaZp3 Crk... 4/9/2019 Florida Building Code Online Page 2 oi2 p limits of Use Nstallatlon mstroctlona Approved fow,use In NVNZ: No F 8II Bl FINAL ER PQLYRLAYMEWS " Approved for use outside NVNZ: yes R28,ydt Impad Resistant N/A Verified By: Robert Nieminen PE-591M Design Pressure: +N/yy-M.5 Created by Independent Third Party: Yea Other. 1.) The design pressure in this application rabstes to one particular Evaluation Reports undedayment system(mer mnneetedeck) for use under foam -on Ble systems FL5259 R28 AE 2018 01 FINAL ER POLYGIASS UNDERIAYMENFL5259- (.1here the undedayment tans part oMe load -path). Rehr to ER Se on 5.6.4 for g2d,pdf other systems, other clerk types and associated maximum design pressures. 2-) Created by Independent Third Party: Yes Refer to EA SeQ1on S for other Omits of use. El L ntnn Ul:: aW I era, Smnn Road Tell .ne a 32199 pnnn.e eso-.61 1M sm. of Rona. n an WELn nromYa.. •-..w.e, pmvppn .. .. _ R ...r npMI uIt, ...a .11 . I I . I I. o.w.. nrv, de nm s1rew..�ul.—ralxaM m —no. re. p0l.rItud.n ..a, or net... ampule. no w. I".lxn.a m�ue..Iran p ;Mn. w Cr ondo.nm.a f , Inx.nrllntlen, plow nonnu flsa.n.119s.-Nr.u.un S. ss.ns(U Mod. on. tlfxtln.., I, mg can... 1. utla a.wwss, Is, mop ono'.. or. o.00—nr .M.nILI Jpnx tll\x em— no. —.a.pmM.d, of uxf for [wnnun ,Mp or I.... ..., I. ddnwl m pblk nmd.4... deI..dN\I.upplY 1pnxn.I.ddnu,pWx pmrM. IM pounnot an m.m.R.d— r. on of m.d....W. or 1. pmt .TII....Yrpu.nIrynx. utln QuUrno5, FS„pl..x ana bass, ...A,pp.mr Awpnp El®im R- m 6CCB�II�'a1RBIG4 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvbSgAaZp3 Crk... 4/9/2019 Florida Building Code Online Page 1 of 3 rr^ t a •t t t BQS Home I lag In I user R"Ivs Uon I Hot Tapia I submit Su,N.rge I St MA Facts Nburauans ( U.Udus I actsste Map u us I Seanh dbpr' t: Product bk Wp r valOptuaER: NSK User LE FILE hoeucc nooraval menu > proa, tt or nod-rz[ on seaan > gpvl cation list > AppliraUon Detail FL # FL17022-R7 Application Type Revision C�� r AHCT' Code Version 2017 Application Status Approved Ita" 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) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated 08/18/2017v. date reapply 08/21/17 �� 50rc ❑ Extreme Metal Fabricators, LLC 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 flvalidation@yahoo.com Richard McKuhen Rvalidation@yahoo.cum Richard McKuhen 2160 SW Perna Drive Palm City, FL 34990 (772) 872-8034 richard@emfab.net Roofing Metal Roofing 8(;A NED BY St. Lucie County Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received LOCKE BOWDEN PE-49704 Keystone Certifications, Inc. 04/2Z/2024 Zachary R. Priest, P.E. 0 Validation Checklist - Hardcopy Received FL17022 R7 COI FL 17022.1 5 V CRIMP ssr.pdf Standard Year TAS 125 2003 UL 1897 2012 UL 580 2006 Method 1 Option D 08/18/2017 08/25/2017 https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgv2aB QpHpQQe... 4/9/2019 Florida Building Code OnlinF - Page 2 of 3 - 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" IRS) 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 'Impaet.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 this report and applicable code sections of FBC. Refer to manufacturer's Created by Independent Third Party: Yes Installation Instructions. 17022.2 " 2 - "5V Crimp" (AS) 0.032" Aluminum, 3/8" Rib height, 21" wide lapped roof panel, f mechanically attached to 15/32" plywood or Wood Deck with exposed fasteners Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R] II FL 17022.2 5 V CRIMP 0.032 ALUM ssr.odf Verified By: Locke Bowden, P.E. 49704 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Parry: 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 ALUM ssr.odf Created by Independent Third Parry: 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" (115) 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 FLI 7022 R7 11 FL 17022.3ME am 24ga ssr,f 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 limitations of FL170Z2 R] AE FL 17022.31.5 MECHANICAL seam 24ga ssr,pdf Created by Independent Third Parry: Yes 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 4 - "1.5" Mechanical Seam" IRS) 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 R] II FL 17022.4 MECHANCIAL SEAM Approved for use outside HVHZ: Yes ALUMINUM ssr.pdf 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 Iimitabons of Evaluation Reports use. Install the assembly In compliance with the Installation method FL17022 R7 AE FL 17022.4 MECHANCIAL SEAM listed In this report and applicable code sections of FBC. Refer to ALUMINUM ssr.otlf manufacturer's installation Instructions. Created by Independent Third Party: Yes 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 Ti FL 17022.5 1.0 NAILSTRIP s5r.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 limitations of FL17022 R7 AE FL 1702Z.5 1.0 NAILSTRIP ssr.Odf use. Install the assembly In compliance with the Installation method Created by Independent Third Party: Yes listed In this report and applicable code sections of FBC. Refer to manufacturer's Installation Instructions. 17022.E in. Nail Strip" (RS) 1" rib height, 16" wide, 0.032" aluminum, standing seam roof panel r6l mechanically attached to attached to 15/32" plywood or Wood Deck with fasteners, Limits of Use Installation Instructions Approved for use in HVHZ: No FL1702Z R7 IT FL 17022.6 1.0 NAIL STRIP 0.032 ALUM 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 limitations of FL17022 R7 AE FL 17022.6 1.0 NAIL TRIP 0.032 ALUM ssr.odf Created by Independent Third Party: Yes 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 7 - -1.5 in. Nail Strip" IRS) https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe... 4/9/2019 Florida Building Code Onlinf Page 3 of 3 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.udf Verified By: Locke Bowden, P.E. 49704 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Parry: Yes Design Pressure: +N/A/ -Table A Evaluation Reports Other: Refer to evaluation report for conditions and limitations of FL17022 R7 AE FL 17022.7 1.5 Nail Strip 26GA ssr.odf Created by Independent Third Party: Yes 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" (R5) 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 limitations of FL17022 R7 AE FL 177022.8 EMAX Rib ssr.pdf use. Install the assembly in compliance with the installation method Created by Independent Third Party: Yes listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.9 9 -" PER 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 PER RIB ssr.pdf 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 Of FL17022 R7 AE FL 17022.9 PER RIB ssr.pdf use. Install the assembly in compliance with the installation method Created by Independent Third Parry: Yes listed in this report and applicable code sections of FBC. Refer to manufacturer's installation Instructions. oa-o Hex, Chis(gZS6�:1E]R.YLSS9:L•fI•JaE]IN,�i#3FSSIl iit11M:yzl:YLl The State or Hor da Is a0 W110 employer. CoudaM 2007-2013 State of Flomis. ;: Prwa,.v Statement C Accesshillty Statement:: Ream Under Hands law, email addresses are public records. If you do not want yan>mall address imesse l In resyonse to a pubilCresmis modest, do not send electronIC mall to this enflry. Instead,attitude the once, by phone or by traditional mall. it you have any questions, please contact 850.487.1395.'1hrsuanttosesimm 455.275(1), Florida Staples, o eNve Odmber 1, 2012, licensees licensed under chapter 45s. F.S. must pmNde the Department with an email address If they have one. The emalls pmvlded may be used for ofOdal cammunlu nlon well the Ilcmzre. Howayer email addresses are public semM. If you do not wish to supply a personal address, please pmWde the Department with an email address wMN ban be made Product Approval Acxpts: '®— M] ® H Credit Card Safe https://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe... 4/9/2019 Porria Drive Palm City, FL 34990 Compliant with Florida Building Code 2017 (61h ed.) Compliant with Florida Product Approval Rule # 61G20-3 Compliant: Keystone Certifications Product: 1" Nailstrip 26GA Steel Roof Panel FBC Sec. 1507.4.2 Yield strength: 50 ks( min.; Attached to min.15/32" plywood or Wood Deck w/ 0.42 specific gravity with 16" Coverage (Max.) Rib Height 1"" Corrosion Resistant Compliant: FBC Sec. 1507.4.3 Fastener 1: #10 x 1" (min.) Pancake Head Wood Screw to penetrate 3/16" (min.) thru bottom of support. Adhesive/Sealant : Bostik 915•" Chem -Chalk one component, polyurethane adhesive with 3/16" continuous bead application along base of male rib vertical flange at each panel seam. Underlayment: To be compliant with FBC Sec 1507.1.1 Slope: Shall be in compliance with FBC Sec. 1507. Install Details: Table A Allowable Loads _ METHOD 1 METHOD 2 DESIGN PRESSURE°_ _ ' -86 PSF Main field _ -97.25 PSF Perimeter FASTENER SPACING _ 6" O.C. 6" O.C. SEAM ADHESIVE Not required 3/16" continuous bead (see details) Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: 1527 UL 580-06 & UL 1897-04 TEST REPORT D8133.01-450-18 06/30/15 Specimen #1 & #2 EQUIVALENCY: UL1897-04 is equivalent to Test Standard UL1897-12. *Desi n_ Pressure mar in_Of safe 2:1_ Certificate of Independence: Locke Bowden, P.E. does not have, not will acquire a financial 10pmltAnagy�company manufacturing or distributing products under this evaluation. ``��`��()• BO'`,:ri, Locke Bowden, P.E. is not owned, operated, or contrail—1`eYSv q;&, dfario'f cturer, or distributing products under this report. /�. _'•..+�.�i/1 • '" seal � q STATE OF 006 ee f Limitations: 1. Undedayment to be compliance with current Florida Building Code (FBC)2017 6",ed.. 2. Minimum slope to be compliant with Florida Building Code 2017 6fh ed., and per with Manufacturer's installation reference. 3. Products are compliant for State of Florida product approval per Rule 61G20-3. Compliance Method: 1-D 4. Engineering analysis for "project specific approval by local authorities w1jurisdiction 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 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. FL 17022.5 1.0 Nail Strip (26GA Steel), 16" Wide Roof Panel - Details 16" Panel Profile 16" o.c. —F_ 3/4" - Deck: -15132" or greater Plywood, or -Wood plank Integral Snap Lock For METHOD 2: Apply 3116" Bead Bostik 915TM Sealant Continuous Along Male Rib Vertical Flange \\ Fastener #10 ■ 1" Min. per Table "A" Pancake Head Wood Screw (Typical Fastening Pattern Across Width) V FL 17022.5 1.0 Nail Strip (26GA Steel),16" Wide Roof Panel - Details 15/32" or greater Plywood, or - Wood plank Fnatpnner Isometric View Apply 3116" Bead Bostik 915TM Sealant Continuous Along Male Rib Vertical Flange (Refer to Table W)