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Home My WebLink AboutPRODUCT APPROVALS6/15/2019 Florida Building Code Online BCLS Home I Us In I User Registration I Hot Topics I Submlt SurUarge I SWMil Facts I Ppbllcsti I Cantal I BCISSite Map I Links I Search I` Florida 1 11 Product Approval d r Ai4 .a.USER: Public User Product Approval Menu > Prpduc[ pr papliratlon Search > Applintion List > Applicat on Detail RECEIVED FL 4 FL5259-R2a Application Type Revision SCANNED 09 2019 Code Version 2017 Application status — -Approved - "BY ST. Lucie County, Permitting St. Lucie Counter Comments Archived Product Manufacturer POLYGLASS USA Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954) 233-1330 Ext 242 malpert@polyglass.com Authorized Signature Maury Alpert malpert@polyglass.com REVIEWED FOR Technical Representative Maury Alpert CODE COMPLIANCE Address/Phone/Email 1111W.Newport Center DriL�T. LUCIE COUNTY Deerfield Beach, FL 33442 ( 12) Alpert polygi EOCC� -8610 MAlpert@polyglass.com ® V Quality Assurance Representative Ariel Lender Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 Ap ALender@polyglass.com �Y`� ��i- Category Subcategory 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 Nleminen Evaluation Report Florida License PE-59166 - - --"" ,-- ? X Quality Assurance Entity UL LLC jj Date 09/13/202) John W. Kn �I Validati s-� Standard ASTM D19 ( -'' �tv,�`,cz� ��,,r//G,�� .'�r ,,,�,.✓g�1�6i ' ti ASTM D22 ASTM D47 ASTM D61 ASTM D62 FM 4474 FRSA/l I I TVSueamPlus Promos htips://www.floddabuilding.org/pr/pr app dtl.aspx7param--wGEVXQwtOgvbSgAaZp3Crk2vSa/o2feg01ipJYmiSimlPV6uypRuXszPoga/o3da/o3d 1/2 6115/2019 Florida Building Code 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 Model, Number or Name Description. 59>L ''y� +:polyglass:Roof" Underlayments Roollng•underal yme is Limits of Use proved for usein HYHZ: No Appr : Yes Impact Resistant: N/A Design Pressure: +N/A/-622.5 Other: 1.) The design pressure In this application relates to one particular underlayment system (over concrete deck) for use under foam -on the systems (wherethe underlayment forms part of the load -path). Refer to ER Section 5.6.4 for other systems, Insta Instructions 5259 R28 Ir 2018 01 FINAL ER POLYGLASS UNDERLAYMENTS FL5259 R28.odf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL5259 R28 AE 2018 01 FINAL ER POLYGLASS UNDERLAYMENTS F 259 R 8 df Created by Independent Third Party: Yes ' other deck types and associated maximum design pressures. 2.) Refer to ER Section 5 for other limits of use. Back Next Contact Us:: 2921 Blair stone Road, T IiahaWea EL 32399 Phone: 850-091-1824 The State of Florida Is an A VIRIE0 employer CC ydght 2007-2013 State of FI rltl :: privacy statement :: Acces0b0ty 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 pub8rracords 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. -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 email address If they have one. The smileprovided may be used for official communication with the licensee. However email addresses are public record. If you do not wish t4 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 hM. Product Approval Accepts: Ln!d"'� ® E9 ff*T0 H F • seC"UI'tyai�>Ix cs https://www.floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgvbSgAaZp3CrkbS°/a2fegOlipJYmiSimlPV6uypRuXszPog%3d°/aid 212 2(4/2019 i Florida Building Code Online , I 1:.1 rr.e S t t ::', , 'I jYlljj " t • 1H i � jQJ ( H }j'��Jd./l>•��:Vj�'tiy��:�e��r'i6��w.�i9 Z[�'.Y�i„✓,�d ;� ry^ .-+..f'-. .�d lux .1„',�. •'r_: Bas Home I Login"; usernegisbauon Hot Tapl6 submit Surcharge Stats&raps I Pobliadcns I contactus I MSSte Map l Unks I Search Product dNx l� "�ai USER• alApwroval RECEIVED �i ProtluR Aoyrnval Menu > ProtleR or Aopliauon Search > AA Slianon List> Application Detail a`"y,,„„w FL# FL17022-R7 SCANNED AUG 0 9 2919 1..$.,.r •. "" .t�.,,....,..=„5 Application Type Revision Approved BY ST. Lucie County, Permitting ApplicationStatus Code Version - St. Lucie County - Approved Comments 08/18/2017v. date reapply 08/21/17 Archived Product Manufacturer 1 0� Extreme Metal Fabricators, LLC O \ 1 Address/Phone/Email 2160 SW Poma Drive lqo� Palm City, FL 34990 (772)872-8034 fivalidation@yahoo.com REVIEWED FOR Authorized Signature Richard McKuhen COMPLIANCE flvalidation@yaon@yahoo.co ,CODE ST. LUCIE COUNTY Technical Representative Richard McKuhen BOCC Address/Phone/Email 2160 SW Poma Drive - _ /d Palm City, FL 34990 (772)872-8034 richard@emfab.net Quality Assurance Representative Address/Phone/Email 'bills Category Roofing File 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 the LOCKE BOWDEN 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. Validation Checklist - Harcicopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL17022 R7 COI FL 17022.1 5 V CRIMP ssrOf Standard TAS 125 UL 1897 UL 580 Year 2003 2012 2006 Sections from the Code https:lhvww.floddabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 1/3 2/4/2019 _ , Florida Building Code Online 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 1-"5V 26 Gauge 8" rib height, 24" wide lapped roof panel rnecbajji lly atta h d to 15/32" plywood or Wood Deck with. Limits of�se� I Instructions Approved for usem FL17022 R7 II FL 171122.1 5 V CRIMP ssr p_df 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 FLI7022 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. i 17022.2 12 - "SV Crimp" (R6) 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 mnditions.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. 0.032" Aluminum; 3/8" Rib height, 21" wide lapped roof panel, mechanically attached to 15/32" plywood or Wood Deck with exposed fasteners Installation Instructions FL17022 R7 II FL 17022.2 5 V CRIMP 0,032 ALUM ssr pdj 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 ssrpdf Created by Independent Third Party: Yes ' 17022.3 3 - "1.5" Mechanical Seam" (RS) 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 It FL 17022.3 1.5 MECHANICAL Approved for use outside HVHZ: Yes seam 24oa 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 EL17022 R7 AE FL 17022.3 1.5 MECHANICAL method listed in this report and applicable code sections of seam 24oa ssr.odF FBC. Refer to manufacturer's installation Instructions. Created by Independent Third Party: Yes 17022.4 I4 - "1.5" Mechanical Seam" (RS) l 1.5" rib height, 16" wide, 0.032" aluminum, standing seam roof 1 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 ssr.pdj 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 ssr.odf. 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 Installation Instructions Approved for use in HVHZ: No 1`117022 R7 li FL 17022.5 1.0 NAILSTRIP ssrpdf 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 17022.5 1.0 NAILSTRIP ssrpdf of use. Install the assembly In compliance with the installation Created by Independent Third Party: Yes https://www.floddabuilding.org/prlpr app dtl.aspxlparam=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg°%3d%3d 2/3 2/4/2019 Florida Building Code Online method listed in this report and ::able code sections of lFBC. Refer to manufacturer's lm mfadon 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 FL17022 R7 II FL 17022.6 1.0 NAIL STRIP 0.032 ALUM ssrpdf 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: Refer to evaluation report for conditions and limitations Evaluation Reports of use. Install the assembly in compliance with the installation FL17022 R7 AE FL 17022.6 1.0 NAIL STRIP 0,032 ALUM ssrpdd 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 ssrpdf 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 ssrpdf 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 instmRions. 17022.8 8 - "EMAX Rib" (115) 29 gauge steel, lapped roof panel mechanically attached to I5/32" plywood or wood deck with exposed fasteners. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 177027.8 EMAX Rib ssrpdf 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 ssrpdf 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 F8C. 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 ssrpdf 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 ssrpdf 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. ED:,e+ct Contact Us:: 2601 Blair Stone Read. Tallahassee FL 32399 Phone: 850-467-1624 The State of Florida Is an AA/EEO employer, Copyright 2007-2013 State of Florida.:: Pdvaw Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -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 taditional =1 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 email address if they have one. The mails provided may be used for official cimmunica ion with the licensee. However email addresses are public record. If you do not wish ro 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 here . Product Approval Accepts: Credit Card Safe httpsllwww.fluddabuilding.orglpr/pr app dtl.aspx?param--wGEVXQwtDgv2aBQpHPQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 313 Palm City, FL 34990 Compliant with Florida Building Code 2017 (6th ed.) Compliant with Florida Product Approval Rule # 61G20-3 Compliant: Keystone Certifications or Wood Deck w/ min. OA2 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" o.c. 8" o.c. 6" o.c. FASTENER SPACING (ALONG Panel width), 12" o.c. 12" o.c. 12" G.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 DS893.01-450-18 05/02/14 Test Report F3366.01-450-18 12/19/15 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 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 a report. or distributing products products under this a bIAILUr' ,1&'1—'j-31e117 Limitations: FL17022.1 5V C , 'p (26GA Steel), 24" Wide Roof R jil -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 w/FBC 2017 61h 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 1-12' Min. or #10 x 1-12' Min. WTabla A' for Row 5-V Cdng1 Roof Panel Spacing and Design Pressures Hex Washer Head Wood Sams Decic -15132' or greater Pipmod, a - Wood plank 24- 12' I Panel Profile Nominal12" Nor O.C. i 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 Width Panel Refer to Table "A" for Spacing Along Panel Overlap Length Deck-15/32" or greater Plywood, or -Wood plank