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Home My WebLink AboutPRODUCT APPROVALS5/15/2019 Florida Building Code online EMS Home ug in I User Registration I.Ho[hplcs I submit Su¢harge I State &Fasts Publications I Corti Us I BCIS Ste Map I links I Search Florida , •` '� Yam) Product Approval D USER: Public User '= proval ro Protlu¢ ApMenu > PtluR or Aoplica[Ion search > Application List > implication Detail RECEIVED A: FL# FL5259-1128 SCANNEDAUG 0 9 2019 f A type PPlication YP Revision - Code -Version - - 2017- - - BY — -ST. Lucie-County,-Permittin]- - Application Status Approved St Luc/p_ r'(tnnP ai Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory POLYGLASS USA l 1111 W. Newport Center Drive P9C\0��\WIE�^3�t �',tP1�i� REVIEWED ED OR Deerfield Beach, FL 33442 (954) Ext242 O P I CE CODE COMPLIANCE malpert@polyglass.com ST. LUCIE COUNT/ Maury Alpert malpert@polyglass.com BOCC az> Maury Alpert • 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (912) 429-8610 MAlpert@polygiass.com Ariel Lender 1111 W. Newport Center Drive �l{lep� Deerfield Beach, FL 33442 _ ®pqj (954) 233-1230 ALender@ polyglass.com Roofing Underlayments 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 Nieminen Evaluation Report Florida License PE-59166 ?X Quality Assurance Entity 'UL LLC - - Date 09/13/20J John W. Kin y Validati 1-L5259 R; idard) Standard �r ASTM Dl� ASTM D2: rv' "` ..�.. S'...-". .YL:d.. P y� ^, t''U •e'1'is"r_.:.. s... ASTM D4i ASTM D6] ASTM D6: FM 4474 FRSA/TRI t NStreamislus Promos https://www.floddabuilding.org/pr/pr app_dfl.aspx9param=wGEVXQwtDgvbSgAaZp3Crk2vSn/e2fegOlipJYmiSimiPV6uypRuXszPog°/g3d°/a3d 112 5/1512019 . - Florida Building Cade Online UL 1897 _.. 2012 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 01/24/2018 Date Validated 01/29/2018 -- - - - - - - - Date Pending FBC Approval - -- - - -- - - 01/30/2018 - - - - - - - - -- -- — - - - Date Approved 04/10/2018 Summary of Products FL # be Description 9.1 _Polyglass Roof Ping underlayments - Un erld laymen Limits Limits of Use Installation Instructions roved for : No FL5259 R28 II 2018 01 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- Approved for use outside,HVHZ: Yes R28.odf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-622.5 Created by Independent Third Party: Yes Other: 1.) The design pressure in this Evaluation Reports application relates to one particular FL5259 R28 AE 2018 Ol FINAL ER POLYGLASS UND RLAYMENTS 5259- underlayment system (over concrete deck) for R28.pdf use under foam -on file systems (where the Created by Independent Third Party: Yes underlayment forms part of the load -path). Refer to ER Section 5.6.4 for other systems, other deck types and associated maximum design pressures. 2.) Refer to ER Section 5 for other limits of use. Fie-1 Nazi Contact Us :: 2601 alai Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Flarida is an AWEEO employer. Coavright 2007-2013 State of Florida.:: Privac, Statement :: Acm sibirty Statement :: Refund Statement Under Florida law, email addresses are public retards. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail W this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Nmuant 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 olfival 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 dick heM. Product Approval Accepts: M ® eCkcl W Credit Card Safe https:IANww.loridabuilding.org/pdpr app_dfi.aspx?param=wGEVXOwtDgvbSgAaZp3Crk2vS%2feg01ipJYmiSimlPVBuypRuXszPog%3d%3d M 2/4/2019 Florida Building Code Online — :3 1 , A .✓ £I tl..w.> � '¢„ey.ct'}.�M° �, .t;�t .^!^A MI L �r"t Y. 4"p Met.+ - VIE �. ..... L��..� rv:.-ry e_. BCIS Home I Lag In User Reglia atimi Hat Topa Submit Surcharge 1 scats a Facts j Publications i contactm I Ms Site Map i ❑ak I V search j Fiorioa ��pp t product al _e.al icUw '! USER: Publi<User PmduR Aoyroval Menu > Product or ApylicatMn Seamh > Ap_pllratiAn List> Application Detail FL # F1-17022-117 SCANt Application Type Revision �/ BY Code Version _ _ _ 2017 S}. LUC1 l Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 08/18/2017v. date reapply 08/21/17 Extreme Metal Fabricators, LLC 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 fivalidation@ya hoo.com REVI��E,WE��DooF®K COL. E 1.rOAY1PL'/' NCt. ST. LUCIE COUN" ti `r SOCC RECEIVED AUG 0 9 2019 ST. Lucie County, Permitting V Richard McKuhen fival idation@yahoo. com Richard McKuhen 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 richard@emfab.net Roofing Metal Roofing —A' I 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 LOCKE BOWDEN Evaluation Report Florida License PE-49704 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 04/2212024 Validated By Zachary R. Priest, P.E. -� Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL17022 R7 COT FL 17022.1 S V CRIMP ssr. pdf Standard TAS 125 UL 1897 UL 580 Year 2003 2012 2006 https:!/www.floridebuilding.orglpr/pr app dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 113 2/4/2019 Florida Building Code Onlir, 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 R I Mo her or Name ascription 17022.1 +..- 24" wide lapped roof panel -plywood orWood Deck with Limits of Use Approved for use in HVH Inst ructions -� Approved for use outside HVHZ: Yes FL17022 R7 li FL 17022 1 5 V CRIMP ssrpdF 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. Install the Evaluation Reports FL17022 R7 AE FL 17022.1 5 V CRIMP ssr df 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 - "SV 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 Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes EL17022 R7 II FL 17022 2 5 V CRIMP 0,032 ALUM ssr pdf Impact Resistant: No Verified Verified By: Locke Bowden, P.E. 49704 Design Pressure: +N/A/ -Table A by Independent Third Party: Yes Evaluation Reports Other: Refer to evaluation report for mnditions.Install the assembly in compliance with the Installation method listed FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032 AlIIM ss pdf in this report and applicable cotle sections of FBC. Refer to Created by Independent Third Party: Yes manufacturer's installation instructions. 17022.3 3 - "1.5° Mechanical Seam" (RS) 11.5" 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 Approved for use outside HVHZ: Yes FL17022 R7 If FL 17022.3 1.5 MECHANICAL Impact Resistant: No seam 24ga ssr pdf 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 170223 1.5 MECHANICAL method listed in this report and applicable code sections of seam 24g ssr.Wdf FBC. Refer to manufacturer's installation instructions. Created by Independent Third Party: Yes 17022.4 4 - "LS" Mechanical Seam" (RS) 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. 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 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 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 ss�pdf FBC. Refer to manufacturer's installation instructions. Created by Independent Third Party: Yes 17022.5 15 - "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 1,9 UAILSTRIP ssrpdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.5 1.0 NAILSTRIP ssr cad Created by Independent Third Party: Yes https://www.fioddabuilding.org/pr/pr app dtl.aspx?param=WGEVXQwtDgv2aBQPHpQQe6rM7MkUEoR°/a2bGxHGxFe5QkCHzEgvOQveeg%3d°/a3d 2/3 2/4/2019 Florida Building Code Online method listed In this repan apd 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 Approved for use outside HVHZ: Yes FL17022 R7 II FL 17022.6 1.0 NAIL STRIP 0,032 ALUM ssr.pdf Impact Resistant: No Design Pressure: +N/A/ Table A Other: Refer to evaluation report for conditions and limitations Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party- Yes 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 ssrpd 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 IT FL 17022.7 1.5 Nail Strip 26GA ssrod 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 ssrodf Created by Independent Third Party: Yes 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" (R5) 29 gauge steel, lapped roof panel mechanically attached to 1S/32" plywood or wood deck with exposed fasteners. Limits of Use Installation Instructions Approved for use In HVHZ: No FL17022 R7 If FL 177022.8 EMAX Rib ssrodf 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 177022.8 EMAX Rib ssr.pd of use. Install the assembly in compliance with the installation Created by Independent Third Parry: Yes method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation Instructions. f 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 IT FL 17022.9 PBR 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 far conditions and limitations FL17022 R7 AE FL 17022.9 PBR RIB ssr.pdf of use. Install the assembly in compliance with the installation Created by Independent Third Party: Yes i method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. Eq FV—.71 Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an ANEW employe[ Copyright 2007-2013 State of Marine :: PrNmy Statement :: Aomssibility Statement :: Refund Stateme Under Florida law, email addresses are public records, a you do not want your e-mail address released In response M a public -records request, do not send electronic mat] to this entity. Instead, contact the Grace by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. most provide the Department with an email address if they have one. The emalls 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: EM O ® Fog Credit Card 'Safe https://www.floddabuilding.orgfprlpr app dill.aspx7param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 3/3 Palm City, FL 34990 Compliant with Florida Building Code 2017 (6th ed.) Compliant with Florida Product Approval Rule # 61G20-3 Compliant: Keystone Certifications - Pro uct: 5AftCrimpZ6GA.5te_ e_ oof Pa FBC Sec. 1507.4.2 Yield strength: 50 ksi ., tta hed to min.15/32" plywood or Wood Dec 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 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" D.C. 8" D.C. 6" D.C. FASTENER SPACING (ALONG Panel width) 12" D.C. 12" o.c. 12" D.C. 12" D.C. FASTENER SIZE #9 #10 #10 #10 Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527 UL 580-06 & 1897-04i Test Report EM893.01-450-18 05/02/14 Test Report F3366.01-450-18 12/18/15 TAS 125-03 Test Report D05893.02-450-15 07/22/14 *EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897-1Ty *Design pressure margin of safety 2:1 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 e report. B p� colApadvombb9flaturer, or o' e NA4 or distributing products Products under this Limitations: FL17022.1 5v Crimp (26GA Steel), 24" Wide Ro` .-lanes -Details 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 61h ed. 2. Minimum 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. 5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report., 6. Support framing in compliance w1FBC 2017 6U, 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. 99.1-112"Min. or #10•1-112"Mh perTaWe A"PorRow 5V Cdap Rod Panel Spacing and Design Pressures Hex Washer Head Wood Screws Deck -15W crgreater PVwcod, cr - Wood plank 3<� OPRONALSTRIATIONS Panel Profile Nominall2" Nominall2" O.C. o.c. Fasten 9 x -112" Min. or #10 x 1-112" Min. per "fable "A" Hex Washer Head Screw Panel Spaced 12" o.c. across the Panel Width Refer to Table "A" for Spacing Along Panel Overlap Length Deck-15132" or greater Plywood, or -Wood plank