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HomeMy WebLinkAboutProduct Approval1 /01912019 Florida Building Code Online �'� 4 L -•x C fi � *.'[T� i't� '..�5`'�e�`�'y' `.� 'f�' l2t' 2�2s A Y a ',. �{ � . :qRrMir Product Approval lY USER: Pubitc User Product Approval Menu > Product or Application Search > APPllcation List > Application Detail 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/Email Category Subcategory Compliance Method FL1654-R24 Revision 2017 Approved (::S.eld S USA W. 2enterrive each, FL 33442 (954) 233-1330 Ext242 malpert@polyglass.com Maury Alpert malpert@polyglass,com Maury Alpert 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (912) 429-8610 MAlpert@polyglass.com Roofing Modified Bitumen Roof System Zoo ( - DI 1-3 REVIEWED FOR CODE COMPLIANCE SO-T. LUCIE COUNTY EOCC 6Z-) 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 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 09/13/2021 Validated By . John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL1654 R24 COI 2019 01 COI NIEMINEN ndf Standard Year ASTM D6162 2008 ASTM 06163 2008 ASTM D6164 2011 ASTM 06222 2011 ASTM D6509 2009 FM 4470 2012 FM 4474 Ji' fle Copy UL 1897 2012 112 i 10/9/2019 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/12/2019 Date Validated 04/14/2019 Date Pending FBC.Approval 04/19/2019 Date Approved 06/18/2019 Date Revised 08/12/2019 ef, Number or Name j Description -1-1 1 1654.1 { Polyglass SBS and APP Modified j SBS and APP modified bitumen roof systems l Bitumen Roof Systems ! Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A 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 other systems and deck types. 2.) Refer to ER; Section 5 for other Limits of Use. Installation Instructions FL1654 R24 II 2019 04 FINAL Al ER POLYGLASS-MODBIT FL1654- R24.pdf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL1654_R24 AE 2019 04_FINAL ER POLYGLASS MODBIT FL1654- R24.pdf Created by Independent Third Party: Yes Earl: iZ t ContactUs :: 7601 Blair Stone Road Tatlahassee FL 32399 Phone,. 850-487-1824 The State of Florida is an AA/EEO employer. Co2vr oht 2007-2013 State of Florida, :: Privacy Statement :: Accessihillty Statement :: Refund Stateme Under Florida law, email addresses are public records. If you do not want your e-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 traditional mail. If you have any questions, please contact 850AB7.1395. -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 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. ib determine If you are a licensee under Chapter 455, F.S., please dick here_. Product Approval Accepts: 5E OT;7 51—R-Mll iChrci 2 Credit Card Safe 212 - ,'1�BLE DECK APPLICATION TYPE DESCRIPTION PAGE r1LA Wood New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover5-9 Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 1D-11 1D Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 12 1E Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 12-14 1F Wood New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 15-18 1G Wood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover 18-22 1H Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 23-28 11 Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 29 2A Steel or Structural concrete New, Reroof (Tear -Off) or Recover 8 Mech. Attached Base Insulation, Bonded Top insulation, Bonded Roof Cover 30-32 2B Steel or Structural concrete New, Reroof (Tear -Off) or Recover C Mech. Attached.lnsulation, Bonded Roof Cover 33-37 2C Steel or Structural concrete New, Reroof (Tear -Off) or Recover D-1 Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 38-39 2D Steel or Structural concrete New, Reroof (Tear -Off) or Recover D-2 Insulated, Mech. Attached Velociflex, Bonded Roof Cover 40-41 3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 42-SD 3 Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 50 4A Lightweight concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 51-53 4B Lightweight concrete New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 54 4C Lightweight concrete New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 55-58 5A Cementitious wood fiber New or Reroof (TearvOff) A-1 Bonded Insulation, Bonded Roof Cover 59 5B Cementitious wood fiber New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 60 5C Cementitious wood fiber New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 61 5D Cementitious wood fiber New, Reroof (Tear -Off) or Recover C Mech. Attached insulation, Bonded Roof Cover 61 SE Cementitious wood fiber New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 61 6A Existing gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 62-64 68 Existing gypsum Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 64 6C Existing gypsum Reroof (Tear -Off) or Recover C Mech. Attached insulation, Bonded Roof Cover 64 6D Existing gypsum Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 64 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 65-69 76 Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 69 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: ➢ Wood: Minimum 0.75-inch penetration. D Steel: - Minimum 0.75-inch penetration and engage the top flute of the steel deck. • Structural concrete: Minimum 1-Inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions. NEMO ETC, LLC Evaluation Report P9290.02.08-R22 for FL1654-1124. Certificate of Authorization ►f32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 22: 04/11/2019 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems, (954) 233-1330 TAppendix 1, Page 1 of 69 NEMO � etc. 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. 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. Y Hot asphalt (HA): Full coverage at 25-30lbs/square. Y Dow INSTA STIK Ctuik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-Inch wide ribbons,l2-inch o.c. Y Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-Inch wide ribbons,12-inch o.c. Y Millennium PG-1 Pump Grade Adhesive (M-PG1): Continuous 0.25 to 0.5-inch wide ribbons,12-Inch o.c. Y OMG Oly8and 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. Y OlyBond Classic (08 Classic): Full coverage at 1 gal/square. Y ICP Adhesive & Sealants Polyset CR-20: Continuous 2.5-3.5-inch wide ribbons,12-inch o.c. - Y Note: When multiple layers(s) of Insulation and/or coverboard are installed In ribbon -applied adhesive, board joints shall be staggered. v Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the speclfled ribbons spacing. 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: Y Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 0.5-inch thick) Y Millennium PG-1 Pump Grade Adhesive (M-PGS): MDP -157.5 psf (Min. 0.5-inch thick) Y OMG OlyBond 500 (013500): MDP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3) Y OMG OlyBond 500 (013500): MDP -187.5 psf (Min. 0.5-inch thick ISO 95+GL) Y OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-Inch thick ENRGY 3) Y OMG OlyBond 500 (OB590): MDP -487.5 psf. (Min. 0.5-inch thick ACFoam II) Y ICP Adhesives & Sealants Polyset CR-20: MDP -117.5 psf (Min. 1.0-inch thick) 8. Bonded polyisocyanurate 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 marked with an asterisk" carry the 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. NEMO ETC, LLC Certificate of Authorization H32455 O' EDITION (2027) FBC NON-HVHZ EVALUATION Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Evaluation Report P9290.02.08-R22 for F1.1654-1124 Revision 22: 04/11/2019 Appendix 1, Page 2 of 69 14. Ughtwelght 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. Unless otherwise noted, 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. For "pre-existent" LWC references, listings were established through testing over lightweight concrete cast using only foaming agent (ASTM C896), water and Portland cement (ASTM C350), with no proprietary additives, in accordance with procedures adopted by Miami -Dade BCCO (FBC CER1592). Unless otherwise noted, use of these listings in new construction or re -roof (tear -off) applications is at the discretion of the Designer or Record and Authority Having Jurisdiction. 15. io« .tram qSe .,.,tad- refer to the MllnwinE references for bonded hase. olv or cao Sheet applications . , .,,,, �2 )Y' :.kf• ,' LAYER d}J^ Yak" ,. - i'"vb y. g _ G k'"^ 4:a,1" i ,AG'U �?.,.#.,..-�oo^.�' y.'nk MATERIAL REFERENCE APPLICATION BP -AA Base Ply One or more plies Polyglass G2 Base, FBC Approved ASTM D4601, Type Il 20 40 (Base and Ply sheets, Ply One or more piles Polyglass Ply IV, Polyglass Ply VI, FBC Approved ASTM 02178, Type IV or VI Hot Asphalt at Ibs/square Asphalt -Applied) Note: Asphalt -applied sheets or Insulation shall not be applied to poly -film surfaced membranes. SBS-CAI Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 HP, Elastoshield HT PG350 at 1.5-2,0 gal/square Cap Ply Elastoflex V G, Elastoflex V G FR, Elastoflex S6, Elastoflex S6 HP, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS G, Elastoshield TS G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 HP Polyplus 35 1.5-2.0 SBS-CA2 Cap Ply Elastoflex V G, Elastoflex -V G FR, Elastoflex S6, Elastoflex S6 HP, Elastoflex 56 G, Elastoflex S6 G FR, Elastoshield TS G, Elastoshield TS G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand-backed)gal/square at SBS-AA (585, Asphalt -Applied) Base Ply or Ply One or more plies Elastobase (sand/sand or poly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V, Elastoflex 56, Elastoflex S6 HP, Elastoshield HT Hot Asphalt at 20-40 Ibs/square Cap Ply Elastoflex V, Elastoflex V G, Elastoflex V G FR, Elastoflex S6, Elastoflex 56 HP, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS G, Elastoshield TS G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) Note: Asphalt -applied sheets or Insulation shall not be applied to poly film surfaced membranes. SBS-TA (SBS, Torch -Applied) Base Ply or Ply.One or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex S6, Elastoflex S6 HP, Elastoshield HT Torch -Applied Cap ply Elastoflex V, Elastoflex V G, Elastoflex V G FR, Elastoflex S6, Elastoflex S6 HP, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS G, Elastoshield TS G FR, Polyfresko G SBS (poly -film backed), Polyfresko G 585 FR (poly-flim backed) Base Ply One or more plies Elastoflex SA V, Elastoflex SA V FR, Elastoflex SA V Plus, Elastoflex SA V Plus FR SBS-SA Cap Ply Elastoflex SA P, Elastoflex SA P FR, Polyreflect Self (SBS, Self -Adhering) Note: Unless otherwise noted, permissible membrane substrates for SBS-SA are limited to the SBS-SA Base Ply options herein, Elastobase (poly/sand) or Elastobase (poly/poly), -Adhering APP-CA1 Cap Ply Polyflex G FR gal/squPG350 a 1.5-2.0 are APP-TA Base Ply or Ply One or more plies Poljtglass Base, Polyflex, Polybond Torch (APP, Torch -Applied) I Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko G, Polyfresko G FR -Applied A F(APP'Self-Adhering)• Cap Ply, : Polyflex SA P, Polyflex SA P FR. Polyfresko G SA, Polykool Self-Adherin& Unless otherwise noted, permissible membrane substrates forAPP-SA are limited to the SBS-SA Base Ply options herein, Elastobase (poly/sand) or Elastobase (poly/poly). NEMO ETC, LLC Evaluation Report P9290.02.08-R22 for F1.1654-1324. Certificate of Authorization #32455 Of EDITION (2017) FBC NON-HVHZ EVALUATION Revision 22: 04/11/2019 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems, (954) 233-1330 Appendix 1, Page 3 of 69 WEM0 etC. �. .,7. 6 a :r •�'U,s..a. "1s,,1,.y , ,p *sz; .it { t �«, �, ..4t ;a", n „>r v a-.. fl"TT' ry ® ��_ n e. # -.. � i u��ta; ^,' >Z n�fi,�...� _ i.�:'IU�L,�,��1�.�.°�D . © A .•r �._ . z•�:.. ,-.�4'+3,i '€s'"�k`t. - s - -. system Roof Cover (Note 15) MDP psf) Treatment Base Ply Ply cap Ply No. �11)merjoint ,OSB joints are covered with 4-inch wide strips of Elastoflex SA V, rolled into place to Elastoflex SA V Plus or (Optional) SBS-SA, SBS- SBS-SA, APP-SA, SBS- -52.5 W-182 CAT, 0.418 In., None create continuous bond. Elastoflex SA V Plus FR TA, APP-TA TA, APP-TA Exposure 1 OSB ExposureOSOinch SBS (Optional) SBS-SA, SBS- SBS-SA, APP-SA, SBS- g0.0 W-183 plywood None None TA, APP-TA TA, APP-TA W 184 Min.15/32-inch (Optional) PG100 None Polyflex SA Base (Optional) APP-TA APP-TA -90.0 plywood 71 - ; M1w15/3Z-Inch SBS SA (Optional) SBS-SA, SBS- SBS-SA, APP-SA, 49S- 97 5 W-185 Plywood PG100 None TA, APP-TA TA, APP-TA Min.15/32-Inch Plywood joints are covered with,4-Inch wide strips of Elastoflex SA V Plus, rolled into Elastoflex SA V or (Optional) SBS-SA, SBS- SBS-SA, APP-SA; SBS- -97.5 W-186 plywood (Optional) PG100 place to create continuous bond. Elastoflex SA V FR TA, APPTA TA, APP-TA Min.15/32-inch POLYBRITE 745 or SBS-SA (Optional) SBS-SA, SBS- SBS-SA, APP-SA, SBS- -105.0 W-187 plywood W83000 None TA, APP TA TA, APP-TA Min.15/32-inch Plywood joints are covered with 4-Inch wide strips of Elastoflex SA V Pius, rolled Into Elastoflex SA V Plus or (Optional) SBS-SA, SBS- SBS-SA, APP-SA, SBS- -135.0 W-188 plywood (Optional) PG100 place to create continuous bond. Elastoflex SA V Plus FR TA, APP-TA TA, APP-TA Min.15/32-inch (Optional) PG200 Plywood joints are covered with 4-Inch wide strips of Elastoflex SA V Plus, rolled Into poi lex SA Base (Optional) APP-TA ) APP-TA -135.0 W-189 plywood place to create continuous bond, NCMO ETC; LLC Evaluation Report P9290.02.08-R22 for FL1654-R24 Certificate of Authorization #32455 6"' EDITION (2017).FBC NON-HVHZ EVALUATION Revision 22: 04/11/2019 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 29 of 69