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Home My WebLink AboutPRODUCT APPROVAL MODIFIED BITUMENT ROOF SYSTEMBCIS Home � Log In j User Registration Ho[Topia i Submit Surcharge Stats &Fads I ' Publications FBC staff ? BQS Site Map , Links ` Search i �oliea SroR uct Approval j Vic:^act Aooroval Menu > Product or Application Sea7,--. eta��,.f/�/FL # �1((ApplicatlonType ST. LUCIE COUNTY BUILDING DIVISION CodeversionREVIEWED FOR COMPLIANCE Application status REVIEWEYDATEPLANS AN PERMIT MUST BE PT ON JOB commentsSITEORNOINSPECTIONS)WILLBEMADE Archived Year Product Manufacturer POLYGLASS USA Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954) 233-1378 Ext242 alender@polyglass.com Authorized Signature Ariel Lender alender@polyglass.com Technical Representative Maury Alpert Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (912) 429-8610 MAlpert@polygiass.com Quality Assurance Representative Ariel Lender Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954) 233-1230 ALender@polyglass.com Category Roofing Subcategory Modified Bitumen Roof System 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 Robert Nieminen the Evaluation Report' Florida License Quality Assurance Entity Quality Assurance Contract Ex Validated By J piration Date , Certificate of Independence i I Referenced Standard and Yea i I i r i- I 1 ' r (of Standard) PE-59166 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS UL LLC REQUIRED BY FIELD INSPECTORS THAT SO/06/2018 MAY BE NECESSARY IN ORDER TO John W. Knezevich, PE COMPLY WITH ALL APPLICABLE CODES. Validation Checklist - Hardcopy Received FL1654 R22 COI 2017 01 COI Nieminen.odf Standard ASTM D6162 ASTM D6163 ASTM D6164 ASTM D6222 ASTM D6509 FM 4470 FM 4474 UL 1897 2008 2008 2011 2011 2009 2012 2011 2012 FILE COPS' 1' C®(yC�11„ED PAailtitvERS 6R AT'TACHME�ITS ARE THE RESPONSIBILITY OF THE � cIf1NTRACTOR OR RECORD N M Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summaryof Products Method i Option D 09/14/2017 09/15/2017 09/22/2017 12/12/2017 FL # Model, Num�er or Name Description 1654.1 Polyglass SBS and APP Modified Bit6men Roof SBS and APP modified bitumen roof systems Systems Limits of Use Approved for use in HVHZ: No installation Instructions FL1 i-4 R22 II 2017 09 FINAL Al ER POLYGLASS MODBIT FL1654- R22.adf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL1654 R22 AE 2017 09 FINAL ER POLYGLASS MODBIT FL1654- Approped for use outside HVHZ: Yes Impact Resistant: N/A j Design Pressure: +N/A/-622.5 Other: 1.) The design pressure in this application relates to one particular assembly over concrete deck. Refer/to the ER Appendix for R22.odf other systems and deck types. 2.) Refer to ER, Created by Independent Third Party: Yes Section15 for other Limits of Use. back tie# Contact Us •• 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/E'0 employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility 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 mail 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 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 official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the T rtment 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 her . Product Approval Accepts: = WN tgri -19 Credit Card , Safe 'w \t le f Y � - J TRINITY; ER®. 4. Minimum 200 psi, minimum 2-Inch thick lightweight insulating concrete may be substituted for rigid Insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet fasteners are Installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. S. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016). 6. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions. ➢ Hot asphalt (HA): Full coverage at 25-30 Ibs/square. ➢ Dow INSTA STIK Ctuik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c. D Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-Inch o.c. Millennium PG-1 Pump Grade Adhesive (M-PG1): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c. ➢ OMG OlyBond 500 (OB500): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c. (PaceCart or SpotShot). Note: OlyBond Green may be used where OlyBond 500 Is referenced. ➢ OlyBond Classic (OB Classic): Full coverage at 1 gal/square. ➢ ICP Adhesive & Sealants CR-20: Continuous 2.5-3.5-inch wide ribbons,12-Inch o.c. > Note: When multiple layers(s) of Insulation and/or coverboard are Installed In ribbon -applied adhesive, board /oints shall be staggered. D Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 7. Unless otherwise noted, all Insulations are flat -stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to 'Increase' the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed for a particular system in the tables, then the thinner board listed below may be used as a drop -in for the equivalent thicker material listed in the table: Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 0.5-inch thick) r Millennium PG-1 Pump Grade Adhesive (M-PG1): MDP -157.5 psf (Min. 0.5-inch thick) D OMG OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5-Inch thick Multi -Max FA-3) ➢ OMG OlyBond 500 (08500): MDP -187.5 psf (Min. 0.5-Inch thick ISO 95+ GL) D OMG OlyBond 0 (OB500): MDP -315.0 psf (Min. 0.5-Inch thick ENRGY 3) Y. OMG OlyBond 500-(08500): MDP -487.5 psf (Min. 0.5-Inch thick ACFoam 11) ➢ ICP Adhesives & Sealants CR-20 ` MDP -117.5 psf (Min.1,0-Inch thick) 88. Bonded poiylsocyanurate Insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially bonded insulation, the maximum design pressure -for -the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to -resist -the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies m ra ked-with,an -asterisk* carrythe limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 10. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16-, and -no rational analysis is permitted. 11. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to -the-_ minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 12. For existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system (for recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing In accordance with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application. 14. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-inches. For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Certificate of Authorization #9503 Prepared by: RobertNieminen, PE-59166 6TM EDITION (2017) FBC NON-HVHZ EVALUATION Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Evaluation Report P9290.02.08-R20 for F1.3654-1122 Revision 20: 09/12/2017 Appendix 1, Page 2 of 58 ER® TRINI1i� .. APPENDIX 1 ATTACHMENT REQUIREMENTS'FDR WIND UPLIFT RESISTANCE Table Deck Application Type Description Page 1A Wood New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 5 18-1 Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-9 113-2 Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 10-11 1C Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 11 1D Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 12-13 1E Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 14-15 1F-1 Wood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover 16-18 117-2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 19-21 1G Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 2A Steel or Structural concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 21 22-24 2B Steel or Structural concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 25-28 2C Steel or Structural concrete New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 29-31 3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 32-40 3B Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover _ 40 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 41-42 4B LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 43 4C LWIC New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 44-46 5A CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 58 ---CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 47 5C CWF �_ New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 48 qg SD CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover SE CWF New, ReroofjTear-Off)-or_Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover qg 6A Gypsum Reroof (Tear -Off)-- _A-1 Bonded Insulatio B d An f C qg n, one o0 over 50-52 6B Gypsum Reroof (Tear -Off) or Recover A-2 `Mech.-Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 52 6C Gypsum Reroof (Tear -Off) or Recover C Mech. Attached Insulation; Bonded Roof Cover 53 6D Gypsum Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet,-Bonded_Roof Cover 53 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 54-58 78 Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover - —� 58 The following notes apply to the systems outlined herein- 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement: D Wood: Minimum 0.75-inch penetration. D Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. Y Structural concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturers published installation instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral -wool roof board that meets the CIA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report P9290.02.08-R20 for FL3654-R22 Certificate of Authorization #i9503 6TM EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/12/2017 Prgpared by: Robert Nleminen, PE-59166 Polygiass Modified Bitumen Roof Systems; (570) 384-1230 Appendix 1, Page 1 of 58 Li ERt� J TRINITY TABLE IF-:1: WOOD DECKS= NEW CONSTRUCTION oR REROOF.(TEAR-OFF ) SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET(NAILS), BONDED ROOF COVER System Deck (Note 1) Base Sheet Roof Cover (Note 15) MDP Type Fasten Attach Base Ply Cap Ply No. W-88 19/32 EI tobase, Elastobase P -5/8•irtch dl meter ti_ caps with 1 ga nnula -Inch in -It i lap nd 6 inc o. in fou one 5+1SA 5B A; , .� i -122�5 inch plywood rings ank ails' } (4), equally spaced, stapgeryd,center rowsmilillIllill, ETA W-89 Min.19/32- Elastobase, Elastobase P (poly -film 32 ga., 1-5/8-inch diameter tin caps with 11 ga. annular ring shank nails. Note: Tin caps are to be primed with 6-Inch o.c. In 4-inch lap and 6-Inch o.c. in four None SB SA, PP -SA -112.5 Inch plywood top) PG100 orASTM D41 primer. (4), equally spaced, staggered center rows t ASP.HAIT A466 OR TORCH -A_ P uc BASE f W-90 Min. 15/32- Elastobase, Elastobase P Simplex MAXX Cap 9-Inch o.c, at 2-Inch lap and 18-Inch o.c. In two BP -AA, SBS-AA, SBS- SBS-SA, APP-SA, SBS- -45.0' inch plywood (2), equally spaced, staggered center rows TA, APP-TA AA, SBS-TA, APP-TA W-91 Min. 15/32- Elastobase, Elastobase P Simplex MAXX Cap 9-Inch o.c. at 2-inch lap and 12-inch o.c. in two BP -AA, SBS-AA, SBS- SBS-SA, APP-SA, SBS- -52.5 Inch plywood (2), equally spaced, staggered center rows TA, APP-TA AA, SBS-TA, APP-TA W-92 Min. 15/32- Elastobase, Elastobase P Original Simplex Cap Nails (1-inch metal head diameter, 6-Inch o.c, at 3-inch lap and 6-Inch o.c. in four BP -AA, SBS-AA, SBS- SBS-SA, APP-SA, SBS- -52.5 Inch plywood 31 gouge x min. 1.25-Inch long annular grooved shank) (4), equally spaced, staggered center rows TA, APP-TA AA, SBS-TA, APP-TA W-93 Min. 15/32- Polyglass APP Base Original Simplex Cap Nails (1-Inch metal head diameter, 6-Inch o.c. at 3-Inch lap and 6-Inch o.c. In four APP-TA APP-TA -52.5 Inch plywood 11 gauge x min. 1.25-inch long annular grooved shank) (4), equally spaced, staggered center rows Elastobase, Elastobase P, Polyglass MIn.19/32- G2 Base, CertalnTeed Glasbase, Firestone MB Base, IM Perma-Ply 32 ga., 1-5/8-Inch diameter tin caps with 11 ga. annular 8-Inch o.c. in 4-Inch lap and 8-inch o.c. in three BP -AA, SBS-AA, SBS- SBS-SA, APP-SA, SBS- Inch plywood P 28, Tamko Glass Base or GAFGLAS ringshank nails (3), equally spaced, staggered center rows TA, APP-TA AA, SBS-TA, APP-TA' 60.0 #175 W-95— Min. 15/32- Polyglass G2 Base, Elastobase, 32 ga., 1-5/8-Inch diameter tin caps with 11 ga. annular B-inch o.c. in 4-Inch lap and 8-inch o.c. In four BP -AA, SBS-AA, SBS- SBS-SA, APP-SA, SBS- Inch -ply -Wood- _Elastobase P ring shank nails (4), equally spaced, staggered center rows TA, APP-TA AA, SBS-TA, APP•TA 67.5 W-96 Min. 15/32- Polyglass APP Base 32 ga., 1-5/8-Inch diameter tin caps with 11 ga. annular 8-Inch o.c. In 4-Inch lap and 8-Inch o.c. in four APP-TA APP-TA 67.5 Inch plywood ring shank nails (4), equally spaced, staggered center rows W-97 Min.15/32- Polyglass G2 Base, Elastobase, Simplex MAXX Cap 30-Inch o.c, in 4-inch lap and 10=Inch o.c, In -three (3), equally spaced, staggered center BP -pip SBS-AA, SBS- SBS-SA, APP-SA, SBS- -75.0 Inch plywood Elastobase P TA, APP-TA AA, SBS-TA, APP-TA rows Min. 15/32- 10-Inch o.c. in 4-inch lap and 10-inch o.c. in_- W-98 Inch ri+� p I ood Polyglass APP Base Simplex MAXX Cap three (3), equally spaced, staggered center APP TA -' - APP-TA___ -75.0 rows - l-- W-99 Min. 15/32- Polyglass G2 Base, Elastobase, Simplex MAXX Cap 9-inch o.c. in 4-Inch lap and 9-inch o.c, in four BP -AA, SBS-AA, SBS- SBS-SA, APP-SA, SBS- -90.0 Inch plywood Elastobase P (4), equally spaced, staggered center rows TA, APP-TA AA, SBS-TA, APP-TA W-100 Min. 15/32- Polyglass APP Base Simplex MAXX Cap 9-inch o.c. in 4-inch lap and 9-Inch o.c. in four APP-TA APP-TA -90.0 ' Inch plywood (4), equally spaced, staggered center rows W-101 Min. 15/32- Elastobase, Elastobase P Simplex MAXX Cap 6-Inch o.c, at 2-Inch lap and 6-Inch o.c. in two BP -AA, SBS-AA, SBS- SBS-SA, APP-SA, SBS- 90.0 Inch plywood (2), equally spaced, staggered center rows TA, APP-TA AA, SBS-TA, APP TA W-102 Min. 15/32- Elastobase, Elastobase P Simplex MAXX Cap 6-inch o.c. at 2-inch lap and 6-inch o.c. in three BP -AA, SBS-AA, SBS- SBS-SA, APP-SA, SBS- -105.0 Inch plywood (3), equally spaced, staggered center rows TA, APP-TA AA, SBS-TA, APP-TA W-103 Min. 19/32- Elastobase, Elastobase P 32 ga., 1-5/8-Inch diameter tin caps with 31 ga: annular 6-inch o.c, in 4-inch lap and 6-Inch o.c, in four BP -AA, SBS-AA, SBS- SBS-SA, APP-SA, SBS- .112.5 Inch plywood ring shank nails (3), equally spaced, staggered center rows TA, APP-TA AA, SBS TA, APP-TA Exterior Research and Design, U.C. d/b/a Trinity) ERD• Certificate of Authorization i#9503 Prepared by: Robert Nieminen, PE-59166 e EDITION (2017) FBC NON-HVHZ EVALUATION Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Evaluation Report P9290.02.08-R20 for FL3654-R22 Revision 20: 09/12/2017 Appendix 1, Page 17 of 58 in