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Home My WebLink AboutPRODUCT APPROVAL4 BCIS Home Log In User Registration Hot Topics i Submit Surcharge { Stats a Fans Publications 1 FBC Stan BCIS Site Map ; Unks Search �� LE OPY t, Y ��i W Product Approval IUSER: Public r,it :r:� �� t12 0361 Prggg5f,8pmnval Menu > Product or Aq i' 1 > Agpli<aFion Mzc > �pplira Ian fall ftCC^ 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/Emall Category Subcategory Compliance Method FL17443-RI Revision 2017 Approved I A TAYLOR ROOFING 302 Melton Drive FT PIERCE, FL 34982 (772)466-4040 kylewhite228@aol.com Kyle Taylor kylewhite228@aol.com DEC P2till s ,9 DPp5rUo: 0O G�� 1 R':tiC,iC�fLr� ST. LUCIE COUNTY BUILDING D ON REVIEWED FOR COMPLIANC /J z/j% PLANS AND PERMIT MUST B SITE OR NO INSPECTION(S) Roofing Metal Roofing 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 PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 01%23/2023 Validated By Zachary R. Priest, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL17443 R1 COI FL 12443 I A Taylor 2017 Code E al Report with Details RSSS•p9L Referenced Standard and Year (of Standard) Standard TAS 125 UL 1897 UL580 year 2003 2012 2006 Equivalence of Product Standards Certified By THESE PLANS AND ALL PROPOSED WORK Sections from the Code REQUIRED BY FIEANY LD INSPECTORS OTHAT COMPLNECESSARY IPP CABLE CODES. Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 01/24/2018 02/14/2018 02/17/2018 04/10/2018 FL # Model, Number or Name 'Description 17443.1 5 V Crimp 26GA 1/2" rib height over 15/32' APA plywood , Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-129,25 Other: -129.25 @ 6" o.c. -69.25 @16" o.c. margin of safety 2:1 with 24" max. coverage install per manufacturers detail. Not for use in HVHZ. 17443.2 1 VICTORIAN CRIMP SHINGLE Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-105 Other:-105PSF margin of safety 2:1. Install per manufacturer's details and in compliance with FBC 2017 6th ed. Not for use in HVHZ. Installation Instructions FL17443 R1 11 FL 17443 I A Taylor 2017 Code Eval Rep9 with Details RSSS.pdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17443 R1 AE FL 174431 A Taylpr 2017 Code Eval RegQ)Y 5191 Details RSSS.p> 1 Created by Independent Third Party: Yes 26GA 1/2" RIB- PANELS LOCK INTO PREVIOUS PANELS; OVER CDX/APA 15/32" PLYWOOD Installation Instructions FL17443 RI II FL 17443 1 A Taylor 2017 Code Eva[ Repel[ with Details RSSS pdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Contain Us :: 2601 &air Stone Road Tallahassee FL 32399 Phone: 860-487-1824 The state of Florida is an AA/EEO employer. ClUaid t 2007-2013 State of Flptlda.:: Pdvacv Statement :: gccesob8lty Salomon :: Refund Statement Under Florida law, email addresses am public records. If you do net want your e-mail address released In resporde M a public-recards request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. if you have any questions, please contact 850,487.1395. •Pursuant to Sectli n 455.275(1), Florida stand", effective October 1, 2012, Ilmnsees licensed under chapter 455, F.S. must provide the Department with an email address it they have one. The mats provided may be used for official communication with Me 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 on be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please del, Fer<. Pmduct Approval Accepts: 5ME Mm Credit Card Safe 302 Milton Drive Fort Pierce, FL 34962 (772)466-4040 Compliant with Florida Building Code 2017 (6' ed.) Compliant with Florida Product Approval Rule # 61G20-3 Compliant Quality Assurance Program: PRI CONSTRUCTION MATERIALS TECHNOLOGY FBC Sections: 1504.3.2.1507 SV'Crimp thru fastened YV rib at each panel edge and 1 fastener in the center of the panel, 24" net coverage, 26GA ASTM A792, G-50, AZ55, .018, SOksi min. over min.15/32" thick CDX plywood deck. Corrosion Resistant fastener #9-15 H WH with sealing washers, metal to wood connections with fastener length to penetrate 5/16" thru substrate. Fasten along the crown of the rib in the center of panel and along the lap. First fastener to be within 3" of panel edges. Min. 8Dx2" annular ring shank nails spaced 6" D.C. reroofing, with less than 19/32" plywood (min.15/32"), this attachment is to be used in addition to existing attachment. Deck slope 2:12 or greater and shall be compliant with FBC 2017 6TM ed. Undedayment: See FBC 2017 0 ed., Sec 1507 Table 1507.1.1 "Design Pressure: Spacing: -69.25 PSF 16" O.C. -129.25 PSF 6" O.C. 266A ASTM A792, G-50, AZ55, .(118, SOksi Victorian Crimp Shingle over15/32" COX/APA Plywood attached to roof trusses. Corrosion Resistant Fastener#10 x 1" Zinc plated, MTW Pancake Head, installed at 2 per panel into lock seam. Panels applied with 12" exposure, adjacent shingles Inserted Into lock seam of previous shingle. Deck slope 2:12 or greater and shall be compliant with FBC 2017 6TM ed. Underlayment: See FBC 2017 6t" ed., Sec. IS07 Table 1507.1.1 ••Design Pressure: -105 PSF f1 Iuil Reference Data: TEST REPORTS Hurricane Test Laboratory (TST-1527) #0224-0501-06 TAS 125 JUL 580-942) PRI Construction Materials Technologies (TST-5878) #FAE-023-02-01 UL 580.06/UL 1897-041 1. UL 580-94 test standards are equivalent to UL 580-06 test standards. 2. UL 1897-04 test standards are equivalent to U11897-12 test standards. unmauuna: 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 0 ed.. see Chart 2507.1.1 2. Minimum slope to be compliant with Florida Building Code 2017 6`^ ed., and per with Manufacturer's installation reference. 3. Products are compliant with State of Florida product approval per Rule 61G20-3. 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/FBC2017 6`^ ed., Chapter 22 Steel, Chapter 23 Wood and Chapter 16 Structural Loading. 7. This report does not imply warranty, installation, recommended product use outside of this report. Certificate of Independence: Locke Bowden, P.E. does not have, not will acquire a financial interest In any company manufacrurin�Q�tJ+;aiputing products under this evaluation. ``sttt �Ow/ �rrrrrr Locke Bowden, P.E. is not owned, operated, or controlled by any company, manufacturer, or sty%, w rotiy ttifejer this report. ��-�F;•ij6��E •, I UV St N R �SS10NP� 5 V Crimp Fastener- #9-15 corrosion resistant w/sealing washers 24" coverage Fastener: #9 x 15 corrosion resistant with sealing washers in Compliance with 2017 Florida Building Code, Section 1507 Perimeter fastening: 6"o.c. Main Field fastening 1 2"o.c. Panel Width: 26" Panel Coverage: 24"maximum 26 GA Architectural Metal Roof panel VICTORIAN CRIMP MINIMUM 2 FASTENERS AT LOCK SEAM ) CUT 112 SHINGLE REATESTAGGERED ERN ORIAN CRIMP GLES 9"EXPOSURE Ir D N O a x Fastener.#10 x 1" Zinc Plated MTW Pancake Head Business & " / r ' - e 1 eQa Home Log In ;User Registrar! 0.<gavatl�2��1 Ibllotlans ' Cano¢ Us BCIS Sie Mp Seart Product App�1LEmCUdbpr�DSEL WDusero�P1� { pyQAyf,Lppnrwal Menu > Prvautt or Application gearcb > [@Dgcatlon list > Appnmllan Detail FL * FL1654-R23 Application Type Revision SC�/V Code Version 2017 'C VO Appllution Status Approved St 4 4C/e �Q 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 Technical Representative Maury Alpert Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (912) 429-8610 MAJpert@polyglass.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida. Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcupy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) PE-59166 UL LLC 09/13/2021 John W. Knezevlch, PE I Validation Checklist - Hardcopy Received FL1654 R23 COI 2915 Q1 COI NIEMINEN odf Standard Year ASTM D6162 2008 ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2009 FM 4470 2012 FM 4474 2011 UL1897 2012 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/08/2018 Date Validated 10/13/2018 Date Pending FBC Approval 10/21/2018 Date Approved 12/11/2016 Summary of Products FL # Model, Number or Name Description 1654.1 Polyglass SBS and APP Modified SBS and APP modified bitumen. roof systems Bitumen Roof Systems Limits of Use Installation Instructions Approved for use In HVHZ: No FI 1654 R23 11 2018 10 FINAL Al ER POLYGLASS MODBIT FL1654- R23.pdf Approved for use outside HVHZ: Yes Impact Resistant- N/A Design Pressure: +N/A/-622.S Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Other: 1.) The design pressure in this application Evaluation Reports relates to one particular assembly over concrete deck. FL1654 R23 AE 2018 10 FINAL ER POLYGLASS MODBIT FL36S4- R23.0f Refer to the ER Appendix for other systems and deck types. 2.) Refer to ER, Section 5 for other Limits of Created by Independent Third Party: Yes Use. Back Next Contact Us :: 2601 Blair Stone Road Tellahassee FL 32399 Phone: 350467-1824 The State of Marta Is an AA/EED employer. C9pvdaht 2007-2013 State of Florida, :: PdbW Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses ale public records. It you do trot want your a-mal address released in response to a public -records request, do not soma doc r me man to this entity. Instead, comma the office by phone or by traditional mall. If you have any questions, please banned 850A87.1395. `Pursuant to section 455.275(3), Florida Snatutss, eRedihm Ddaber 1, 2012, lianuo licensed under chapter 455, F.S. must pmv1de the Department wIUn an eman address If they have are. lee emffis provided may be used for official communication wuh tht Ikenseo. However email addresses am public remrd. If You do not wish to supply a personal address, please provide the Department with an emaa address whldh an be made avaiWble N the public. To determine if you are a licensee under chapter 455, F.S., please dick egg. product Appreyal Accepts: M � ® {ryeh Im a 4 If securityi,irTnics' ONEMOletc. MDP System I Deck No. (Note: Min. 15/32- Min. 35-Inch Polytherm, ACFoam II, Polytherm G, D4S, M-OSFA, (Optional) additional D45, M-OSFA, SBSSA (Optional) SBSSA, SBS-TA, SBS-SA,APP-SA, -52.5 GO inch plywood ACFoam III, ENRGY-3, Polythene H, H-Shield, H- 08500 or CR-20 layers(s)af tense Insulation OB500 or [R-20 APP-TA SBS-TA, APP-TA Shield CG, Multi -Max FA3 Min. 1S/32- Min. 1.5-inch Polytherm, ACFoam 11, Polytherm G. D-IS, M-OSFA, (Optional) additional D-IS, M-OSFA, PolyflexSA (QPtlonal)gPP-TA APP-TA -525 lad inch plywood ACFoam III, ENRGY-3, Polytherm H, H-Shield, H- ORSOO or CR-20 layers(s) of base Insulation OBSOO or CR-20 Base Shield CG, Mul[i-Max FA3 WOOD DECKS— NEW CONSTRUCTION OR REROOFITEAR-OFF) ATTACHEDTABLE-113: SYSTEM TYPE A-2: MECHANICALLY ANCHORSHEET,BONDED INSULATICN,BONDED ROO Anchor5heet _ Base Insulation Top Insulation. RoofCovel-I'Mr411 MOP SystemDeck - AttachTYDe Attach Tyre Attach Base Ply Fly. Cap Ply (PSO Na. (Note 1) Type Fasten - _ -.. ASP T-APMED ORTORCHAMED EIM PLY: _ _ - - .. •.. 9-inch o.c at min. 2- (Optional) Min. 1.5-Inch min. 0.75-Inch Fesm Inch lap and 38-Inch Polytherm ACFoam II, Board (homogeneous) or Hot SP-AA (Optional) SBS-AA, Min. Elastobase, Simplex MAXK o.c. at two (2), H, ENhield' Hotasphalt min. asphalt or SBS SBSTA, -45.0' W-3 15/32-Inch ElastobaseP Cap equallyspaced, ld CG, -ShieldO High Density Fiberboard Density AA SBS-AA SBSAA APP-TA plywood (sanded -top) staggered center Multield,; FA3 Multi -Max FA3 RoofInsulation rows 9-inch o.c at min. 2- Inch lap and 18-Inch (Optional) MIn.15-inch Min. O.25-Inch Dens BF -AA, (Optional) SBSAA, Min. Elastobase, Simplex MAXX o.c. at Me (2). ENRGY-Pohythenn, ACFoam II, ENRGV-3, Polytherm N, Hotasphalt Deck, pens Deck Prime, Hot S85-AA, SBSTA, BP -AA, -TA, An, TA, SBS-TA, -45.0• W-4 15/32-inch Elastobase P Cap equallyspaced, H-Shield,H-Shield CG, SECUROCX Gypsum -Fiber asphalt APP-TA APP-TA APP TA plywood (sanded -top) staggered center Roof Board Multl-Max FA3 rows 9-inch o.c. at min. 2- (Optional) Mtn. 1.5-inch Min. 0.75-inch Fesco Inch lap and 12-Inch POlytherm,ACFoam II, Board (homogeneous) or Hot BP -AA (Optional) SBS-AA, Min. Elastobase, Simplex MAXX o.c. at two (2), H, ENRBy-3,Polhield 'H-Shield Hot asphalt Hilo. asphalt BP -AA SBS-TA, -52.5 W-5 15/32-inch ElartobaseP Cap equastaggered CG, 0 Density Fiberboard High Density Fiberboard AA AA SBSAA APP-TA plywood (sanded -to) P center staggered center M.Itl-M.FA3 MuItFMax FA3 Rootlnsulation rows Sinch o.c. at min. 2- inch lap and 12-Inch (Optional) Min.1.5-inch pens BP -AA, (Optional) SBSAA. Min. Elastobase, Simplex MA70( o.c. at two (2), PoMherm. ACFoam 11, ENRGy-3, Polytherm H, Hotasphalt peck, Dens Deck Prime, Deck, ens De Hot SBS-AA, SBSTA, BP -AA, SBS AA, SBS-TA, SBS-TA, -52.5 W-6 15/32-inch ElastobaseP Cap equallyspaced, H-Shield,H-Shield CG, SECUROCKGypsum-Fber asphalt APP TA APP-TA APP-TA plywood (sanded -top) staggered center Multi -Max FA3 Roof Board rows NEMO ETC, LLC Certificate of Authorization #32455 Prepared by: Robert Nieminen, PE-59166 6m EDITION (2017) FBC NON-HVHZ EVALUATION Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Evaluation Report P9290.02.08-R21 for Fu654-H23 Revision 21:10/08/2018 Appendix 1, Page 5 of 65 n