The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPROVAL MODIFIED BITUMENT ROOF SYSTEM1/24/2018 Florida Building Code Online 10 Regulation .. SCANNED Y BCIS Home Log In I User Registrati n I Hot Topics I Submit sue I rct0i gLdsi�I� �'blirations I FBC Staff I BCIS Site Map j Links I Search a. Product Approval SERE Public User b Product Approval Menu > Product or A Ilcation Search > Application Ust > iI •� RECEIVED FL # FL16027-R2 Application Type Revision Code Version 2017 JAN 3 2018 Application Status Approved ST. Lucia County, Permitting Comments �.�� ? Archived 7R�EVnE�WED CIE COUNTY ING DIVISION V9E�"dl� 0 Product Manufacturer Tri-Built Materials Group, LLO�,gP LIA Address/Phone/Email PO Box 70 Rutherford, NJ 07070 DATE (800) 516-1485 PLANS AND PERMIT david.ruiz@tribuiltmg.com MUST BE KEPT ON JOB OR NO INSPECTION WILL EE. MA.l7E Authorized Signature David Ruiz david.ruiz@tribuiltmg.com Technical Representative David Ruiz THESE PLANS AND ALL PROPOSED WORK Address/Phone/Email 250 Route 17 North ARE SUOJECT TO ANY CORRECTIONS East Rutherford, N] 07073 (201)842-2449 REQUIRED BY FIELD IMPECTORS THAT david.ruiz@tribuiltmaterialsgrWtggODNECESSARY IN ORDER TO COMPLY WITH ALL P.I"PUCAW CODES, Quality Assurance RepresentE Jve C Richard Schurman -- Address/Phone/Email 9050 Louisiana Street 'OF�C��LED FASTENERS OR ATTACHMENTS Merrillville, IN 46410 r rich.schurman@alliedbuilding.com ARE THE RESPONSIBILTY OF THE Category Roofing CONTRACTOR OF RECORD 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 IJame who developed Robert Nieminen the Evaluation Report CU Florida License � PE-59166 I1Quality Assurance Entity UL LLC _PY Quality Assurance Contract piration Date 10/06/2018 ' Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL16027 R2 COI 2017 01 COI Nieminen odf Referenced Standard and Ye (of Standard) Standard Year ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 FM 4470 2012 FM 4474 2011 Equivalence of Product Standi rds - ftps:/twww.floridi.building.org/prlpr_app_00.aspx?pa m--wGEVXQwtDgtFPmdYiNDWrxtft9YUwv%2fLXRbpak6f2jJGiyowhtbu4Q%p3d%3d 1/2 1 /24/2018 Certified By Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/25/2017 09/30/2017 10/08/2017 12/12/2017 FL # M el, Number or Name Description 16027.1 T BUILT Modified Bitumen Roof SBS and APP modified bitumen roof systems Sy ems Limits of Use Installation Instructions Approved for use in HVH No FL16027 R2 II 2017 09 FINAL Al ER TRI- Approved for use outside VHZ: Yes BUILT MODBIT FL16027-R2.Ddf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-6 2.5 Created by Independent Third Party: Yes Other: 1.) The Design Press ire noted in this application Evaluation Reports refers to one system. Refer t ER Appendix for all systems and FL16027 R2 AE 2017 09 FINAL ER TRI- max. design pressures. 2.) Refer to ER Section 5 for Limits of BUILT MODBIT FL16027-R2.pdf Use. Created by Independent Third Party: Yes Back Next q Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/`dlflTc�n' employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses i mall to this entity. Instead, con 455.275(1), Florida Statutes, effect one. The emails provided may be usi address, please provide the Departr public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic ct the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal nt 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: 2/2 Table Deck Application Type Description Page 1A-1 IA-2 Wood Wood New or Reroof (Tear -Off) New, Reroof (Tear -Off) or Recover A-2 A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4 5 1B Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 5 1C Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 6 1D Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 6 1E-1 Wood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 7 , lE-2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover s; Wood New or Reroof F Non -Insulated, Bonded Roof Cover 7 Steel or Structural concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 9 Steel or Structural concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 9 2C Steel or Structural concrete New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 10 3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 11-14 3B Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 14 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 15-16 48 LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 16 4C _ LWIC New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 17-19 5A CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 20 5B CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 21 5C CWF New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 22 51) CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 22 5E CWF New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 22 6A Gypsum New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 23 613 Gypsum New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 24 6C Gypsum New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 24 61) Gypsum New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 24 Various Recover A-1 Bonded Insulation, Bonded Roof Cover 25-26 Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 26 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. ➢ 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. 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, U.C. d/b/a Trinity ) ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization #9503 6T"EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 1 of 26 "f 'INITY ERC 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. 5. 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. ➢ HA (HA): Full coverage at 25-30 Ibs/square. ➢ Dow INSTA STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. ➢ Millennium One Step Foamable Adhesive (M-OSFA): 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, adhesive ribbons shall be staggered from layer -to -layer a distance of one-half the ribbon spacing. ➢ 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) ➢ OMG OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3) ➢ OMG OlyBond 500 (OB500): MDP -187.5 psf (Min. 0.5-inch thick ISO 95+ GL) ➢ OMG OlyBond 500 (08500): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3) ➢ OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-inch thick ACFoam II) ➢ ICP Adhesive & Sealants 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 WDl, 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. 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. l I ii. 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, LLC. d/b/a Trinity ) ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/2S/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 2 of 26 15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. 1!0 Bil[LT RfJiiF CCIVERS . Reference Layer Material Application BP -AA Base Ply FBC Approved ASTM D4601, Type II (Base and Ply sheets, Asphalt -Applied) HA at 20-40 Ibs/square Ply FBC Approved ASTM D2178, Type IV or VI SBS-AA (SBS, Asphalt -Applied) Cap Ply TriBuilt SBS Granular HA at 20-40 Ibs/square SBS-TA (SBS, Torch -Applied) Cap Ply TriBuilt SBS Granular Torch -Applied SBS-SA Base Ply TriBuilt SA SBS Base (SBS, Self -Adhering) Self Adhering 5*7 Cap Ply TriBuilt SA SBS Cap APP-TA Base Ply or Ply TriBuilt APP Smooth (APP, Torch -Applied) Torch -Applied Cap Ply TriBuilt APP Smooth, TriBuilt APP Granular APP-SA (APP, Self -Adhering) Cap Ply TriBuilt SA APP Cap Self -Adhering 16. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure (MDP) limitations. The lesser of the MDP listings below vs. those in Table 3A applies: HARKJRBpaRrtR,Ctrrlerrrs•StRUCTURAtCoracRErEOE" '__w.Q "-. ,.. �i.. Option # ... ... ,.f ..-.no Primer - ,..t. ,.y >.I,R..E.. ttfN,stiu. UaT.„i'?.P.<E. Fr 6T.A.-8[E3A';a :P.i.... ., .. -:::, .:+n« �. ,.., .,., " ... Vapor Barrier ...., ,i. . °s,_.,,,, r ,« �•, . a $," Insulation Adhesive MDP (psf) Type Attach VB-1. ASTM D41 TriBuilt SA SBS Base Self -Adhering Inta-Stik or CR-20, 12-inch o.c. -60.0 VB-2. ASTM D41 TriBuilt SA SBS Cap Self -Adhering Insta-Stik, 12-inch o.c. -75.0 VB-3. ASTM D41 TriBuilt SA SBS Cap Self -Adhering Millennium One Step Foamable Adhesive, 12-inch o.c. -157.5 VB-4. ASTM D41 TriBuilt SA SBS Cap Self -Adhering CR-20, 12-inch o.c. -270.0 VB-5. ASTM D41 TriBuilt SA SBS Base Self -Adhering Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade Adhesive, OlyBond 500 or CR-20,12-inch o.c. -290.0 -17. Dens Deck shall be field -primed with PG100 prior to self -adhering membrane application. Refer to tables herein for other priming requirements. 18. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. Exterior Research and Design, U.C. d/b/a Trinity( ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 3 of 26 �•s �PEE�NfiR1=iN5Ut.ki'�'E[3 NlECH1�N1 AL'GY , �_ ya�':SXSTEi41`= �rr��x�neA��sHar�ec��ai'��uo>=co�ER �- , r System Deck (Note i) Base Sheet Roof Cover (Note 15) MDP No. Base Fasteners Attach Base Ply Cap Ply (psf) Min. 19/32-inch Polyglass Elastobase, Polyglass Elastobase Poly, Polyglass G2 Base, CertainTeed OMG Flat Bottom Plates (square) with 12-inch o.c. in 4-inch lap and 12-inch (Optional) One or W-1 plywood at max. Glasbase, Firestone MB Base, JM Perma- Roofgrip #14, Dekfast Hex with Dekfast #14 o.c. in two, equally spaced, staggered more BP -AA or SBS-AA, SBS- -52.5 24-inch spans Ply 28, Tamko Glass Base or GAFGLAS #75 or TruFast MP-3 with TruFast HD center rows APP-TA TA, APP TA Min. 19/32-inch Polyglass Elastobase or Polyglass Dekfast Hex with Dekfast #14 or TruFast MP- 12-inch o.c. in 4-inch lap and 12-inch One or more SBS- SBS-SA, APP- W-2 plywood at max. Elastobase Poly with poly top surface 3 with TruFast HD o.c. in two, equally spaced, staggered ered SA SA, SBS-TA or -52.5 * 24-inch spans center rows APP-TA Min. 19/32-inch Polyglass Elastobase or Polyglass OMG Flat Bottom Plates (square) with 12-inch o.c. in 4-inch lap and 12-inch (Optional) One or SBS-AA, SBS- W-3 plywood at max. Elastobase Poly Roofgrip Roof ri #12 o.c. in two, equally spaced, staggered more BP -AA or -60.0 24-inch spans center rows APP-TA TA, APP-TA Min. 19/32-inch Polyglass Elastobase or Polyglass OMG Flat Bottom Plates (square) with 12-inch o.c. in 4-inch lap and 12-inch=SA SBS-SA, APP- W-4 plywood at max. P Yw Elastobase Poly with poly top surface Roofgrip #12 o.c. in two, equally spaced, staggeredSA, SBS-TA or -60.0 * 24-inch spans p center rows APP-TA iol e :. .: TA64E �F' WOOU= 'ELKS— NE1Al,CO1ti15TRUCTION R° ER ' F'` T F P $ OO y a " £ Q {ERR c-_ + , c SYSTEMi*@ F: tVO CNSUI 1tTIrLt St2' bED:RfJOF CU1l, System Roof Cover (Note 15) MDP No. Deck Primer Joint Treatment Base Ply Ply Cap Ply (psf) W_5 Min. 15/32-inch plywood (Optional) ASTM D41 None (Optional) SBS-SA or SBS-SA, APP-SA, SBS-TA at max. 24-inch spans SBS-SA APP-TA or APP-TA -90.0 Min. 15/32-inch plywood Plywood joints are covered with 4-inch wide strips of TriBuilt SA (Optional) SBS-SA or SBS-SA, APP-SA, SBS-TA W 6 at max. 24-inch spans (Optional) ASTM D41 SBS Base, rolled into place to create continuous bond. TriBuilt SA SBS Base APP-TA or APP-TA 97.5 Exterior Research and Design, U.C. d/b/a Trinity ) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 e" EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.10.12-R2 for FL16027-112 Revision 2: 09/25/2017 Appendix 1, Page 8 of 26 W�