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Home My WebLink AboutPRODUCT APPROVAL MODIFIED BITUMEN ROOF SYSTEMFlorida Building Code Online Page 1 of 2 SCAN ED atLuc l Business & Professional-g- BCIS Home I Login I user Registration I Hot Topics I Submit Surcharge Stats & Facts I Publications I FSC Staff I' SCIS Site Map I Links I Search I FloriclR r I USER:Prod Public User (a d b Product Approval .acvt•�ot. Product Approval M.•nu > produtt or ApolKotian Search > AonticaGon U<t > A plleatlon Detail FL # FL16027-R2 Application Type Revl Ion Code Version Application Status Ap , roved Comments Archived Product Manufacturer Address/Phone/Email ri-Built Materials Group, LLC PO Box 70� Rutherford , NJ 07070 (800) S16-1485�(,(�-�� david.ruiz@tribuiitmg.com ST. LUCIE COUNTY BUILDING DIVISION David Ruiz REVIEWED FOR COj PLIAf Authorized Signature 9 REVIEWED BY ' david.ruiz@tribuiltmg.com DATE is Technical Representative David Ruiz PLANS AND PERMIT MUST BE KEPT ON JOB Address/Phone/Email 250 Route 17 North SITE OR NO INSPECTIONS) WILL BE MADE East Rutherford, NJ 07073 (201) 842-2449 david.ruii@tribuiltmateriaisgroup.com QualityAssurance Representative C Richard Schurman Address/Phone/Email 9050 Louisiana Street Merrillville, IN 46410 rich.schueman@aliled building.com Category Roofing Subcategory Modlfied Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen THESE PLANS AND ALL PROPOSED WORN the Evaluation Report ARE SUBJECT TO ANY CORRECTIONS Florida License PE-59166 REQUIRED BY FIELD INSPECTORS THAT Quality Assurance Entity UL LLC MAY BE NECESSARY IN ORDER TO Quality Assurance Contract Expiration Date 10/06/2018 COMPLY WITH ALL APPLICABLE CODES. Validated By I John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Equivalence of Product Standa Certified By FL16027 R2 COI 2017 01 COT Nleminen;odf Standard ASTM D6163 ASTM D6164 ASTM D6222 FM 4470 FM 4474 Year 2008 2011 2011 2012 2011 CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OR RECORD https://floridabuildina.org/pr/pr_ap� dtl.aspx?param=xvGEVXQwtDgtFPmd YiND Wrxtft9... 1 /19/2018 FILE COPY TRINITY ; ERD APPENnix L' ATFACHMENT REQUIREMENTS FOR WIND UPUFT RESISTANCE Table Deck Application Type Descriptlon Page IA-1 Wood New or Reroof (Tear -Off). A-2 Mach'. Attached Anchor Sheet, Bonded tnsulatton; Bonded Roof Cover q 1A-2 Wood New, Reroof (Tear -off) or Recover A-Z Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5 18 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 (fear -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 IE-2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 8 1F Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover g 2A Steel or Structural concrete New, Reroof (Tear -Off) or Recover _B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 9 2B 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, Mach. Attached Base Sheet, Bonded Roof Cover 10 3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 11-14 38 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 4B 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 SA CWF NevrorReroof-(Tear-Off)_ A-1 Bonded Insulation, Bonded Roof Cover 20 58 CWF New, Reroof (Tear -Off) or Recover _ _9-2�Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 21 Sc CWF New, Reroof (Tear -Off) or.Recover B Mach. Attached Base Insulation, RondedTop Insulation,-Bonded_Roo(Co_v_er 22 SO Ll'VF New, Reroof (Tear-Ofi) or Recover C Mech. Attached insulation, Bonded Roof Cover ___-22_ SECWF 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 68 Gypsum New, Reroof (Tear -Of) 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 Z4 60 Gypsum New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded.Roof Cover 24 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 25-26 7B -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: Y Wood: Minimum 0.75-inch penetration. D Steel: Minimum 0.75-inch penetration and engage the tap flute of the steel deck. D 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 ftberboard,'perlite, gypsum -based roof board or mineral -wool roof board that meets the QA requirements of F.A.C. Rule GIG20.3 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, I.I.C. d/b/a Trinity(ERD Evaluation Report A42970.10.12-R2 for FLIG027-RZ Certificate of Authorization H9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-S9166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516.148S Appendix 1, Page 1 of 26- 1� TRINITY ERA 4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board far 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 0: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016). 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 HA (HA): Full coverage at 25-30 ibs/square. r Dow INSTA STIK Quik 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. Y OMG OlyBond SOO (OB500): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c. (PaceCart or SpotShot). Note: OlyBond Green may be used where Oly8ond 500 is referenced. Y OlyBond Classic (08 Classic): Full coverage at i gal/square. Y ICP Adhesive & Sealants CR-20: Continuous 2.5-3.5-inehwide ribbons,12-Inch o.c. D Note: When multiple layers(s) of Insulation and/or coverboord are installed In ribban•applied adhesive, adhesive ribbons shall be staggered from layer -to -layers distance of one-ho/f the ribbon spacing. Y 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 Rat 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 MOP 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)t MDP -1S7.S psf (Min. 0.5-Inch thick) D OMG OlyBond 500 (08500): MDP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3) ➢OMG-Oly8ondSOO(08500): MDP-1875psf (Min.0.5-inchthick 15095+GL) Y OMG OlyBond 500 (08500): MDP--31S.Opsf (Min. 0.5-Inch thick ENRGY 3) D OMG Oly9ond 500 (OBSOD): MDP -487.5 psf (hiln. 6.5 ncfithkk-ACFoam ll) D ICP Adhesive & Sealants CR-20: MDP -1175 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 WDi, 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 FOC 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-S 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 orTesting Application Standard TAS 124. 13. For Recover Applications using System Type 0, the insulation is optional; however, the existing roof system shall be suitable for a recover application. 14. Ughtweight 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 F8C Section 1917.4.1, Point 1. Exterior Research. and Design, I.I.C. d/b/a Trinity ERO Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization 119503 6rx EDITION (2017) FBC NON.HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nleminen, PE-59166 TRI.BUILT Modified Bitumen Roof Systems; (800) 516-1.485 Appendix 1, Page 2 of 26 TRINIiY ERD 15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. TABLE 1: TRI-BUILTRooF CovERs Reference Layer Material Application BP -AA Base and PI sheets, Asphalt-Applied)HA ( Y Base Ply FBC Approved ASTM D4601, Type 11 at 20.401bs/square Ply FBC ApprovedASTMD2178,TypeNorVl SBS-AA (SBS, Asphalt -Applied) Cap Ply TfiBUIItSBS Granular HA at 20-40 Ibs/square SBS-TA (SBS,Torch-Applied) Cap Ply TriBUIitSBSGranular Torch -Applied SBS-SA (SBS, Self -Adhering) Base Ply TriBuilt SA SOS Base Self -Adhering Cap Ply TrlBullt SA SBS Cap APP-TA APP,Torch-A ( lied PP - ) Base Ply or Ply TriBUilt APP Smooth Torch -Applied Cap Ply TriBuilt APP Smooch, TdBullt APP Granular APP-SA (APP, Self -Adhering) Cap Ply TriBoiit 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 (MOP) limitations. The lesser of the MDP listings below vs. those in Table 3A VAPOR BARRIER OMONSt SMUCTURAL CONCRETE DECK) A INSUTATION PER TABLE3A----�-_ Option it Primer Vapor Baffler insvlaUon Adhostve MDP (psq TYPO Attach VB-1. ASTM D41 TrIBUilt SA SBS Base Self -Adhering Into-Stik or CR-20,12-inch o.c. -60.0 VB-2. ASTM D41 TriBuiltSA SBS Cap Self -Adhering Insta-Stik,12-Inch o.c. -75.0 VB-3. ASTM D41 TfiBUllt SA SBS Cap Self -Adhering Millennium One Step FoamableAdhesive, 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 TdAuilt 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 PG300 prior to self -adhering membrane application, Refer to tables herein for other priming requirements. 18. "MOP" = 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, I.I.C. d/b/a Trinity) ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization N9503 6" EDITION (2017) FBC NON-HV14Z 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 i? TRINITY ERD TABLEIA-1: WOOD DECKS- NEW CONSTRUCTIONoRREROOF(TEAR-OFF) SYSTEMTYPEA-2.. MECHANICALLYATTACHEDANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) MDP No. (Noic i) Type Fasteners Attach Typo Attach Type Attach Base Ply Ply _ Cap Ply . (psi Min. 0.25-Inch Dens Polyglass G2 Base, . 8-Inch o.c. in 4- Deck, Dens Deck Prime, Min.19/32- CertainTeed Glasbase, 32 ga.,1.5/8- inch lap and 8- (Optional) FBC SECUROCK Gypsum- inch plywood Firestone MB Base, JM inch diameter Inch o.c. In Approved, Fiber Roof Board, Min. (Optional) SBS-AA, W-1 at max. 24- Perma•PIy28,Tamko tin caps 11 three, equally A57M C1289, HA 0.75•tnch FescoBoard HA BP -AA BP-AASBS-TA, -60.0 inch spans Glass Base or ga. annularring spaced, type 11 polylso- (homogeneous) or min. APP-TA GAFGLAS 075 shank nails staggered tyanurate 0.5-Inch Structodek center rows High Density Fiberboard Roof Insulation Polyglass G2 Base, 8-Inch o.c. in 4- MIn.19/32- CertainTeed Glasbase, 32 ga., 1-S/B- Inch lap and.8- (Optional) FBC Min. Dens (Optional) ) SBS-SA, W-2 Inch plywood Firestone MS Base, JM ' Inch diameter tin raps with 11 Inch o.c.In three, equally Approved, ASTM Ci28� HA DeckDens Deck Prime, , HA SOS -SA Oneor more 585• APP-SA -60.0 at max. 24- Perma-Ply 28, Tamko ga. annular ring spaced, type 11 polylso or or SBS-TA or inch spans Glass Base or shank nails staggered tyanurate Fiber Roof Board AP APP TA GAFGLAS 075 center rows 6—inch o.c. In 4_ 32 ga.,1-5/8- inch lap and 6• min-2-inch D-IS, OBS00, - Min.19/32- Polygiass Elastobase Inch diameter inch o.c. in ACFoam11,111, CR=20orM- -MIn,0.25-inch-Dens D-IS, SBS-AA, W-3 inch plywood or Polygiass tin caps with 12 four, equally H-Shield, H. OSFA, atop Deck, Dens beck Prime 08500,— 0P-AA -(Optional)_ -SBS-TA,— —60A• max. Elastobase Poly ga. annular ring spaced, Shield [G, fastener or SECUROCK Gypsum- CR-20 or BP -AA APP-TA Inch spans In shank nails staggered Multi -Max FA3 rows, 7-Inch Fiber Roof Board M-OSFA center rows or ENRGY-3 oc 32 ga.,1-5/8- 6-inch o.c. in 4- Inch lap and 6• Min. 2-Inch D•IS, OBSOD, (Optional) Min. 19/32- Polygiass Elastobase Inch diameter inch o.c. InOne ACFoam 11, CR-20 or M- 0-IS, or SBS-SA, W-4 Inch plywood or Polygiass tin taps with 12 four, equally H-Shield, H- OSFA111, , atop (Optional) Additional OB500, SOS -SA more SBS- APP-SA -60.0• at max. 24- Elastobase PolyShield ga. ann ng spaced, CG, fastener layers of base Insulation CR-20 or SAor SBS TA or inch spans shanknails ails staggered Multi-MaxFA3 rows,7•inch M-OSFA APP-TA APP- APP-TA center rows or ENRGY-3 oc Exterior Research and Design, I.I.C. d/b/a Trinity(ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorizatlon 89503 6r"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 4 of 26 I �` 1_J TR1NI1Y J ERU TABLE-1E-2: WOOD DECKS NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE E; NON -INSULATED, MECHANICALLY -ATTACHED BAME SHEET, BANDED ROOF COVER System Base Sheet Roof ) (Note Note 15 MOP. No. Deck (Noted) Base Fasteners Attach Base Ply Cap Ply (psf) Min. 19/32-inch Polyglass Elastobase, Polyglass Elastobase OMG Flat Bottom Plates (square) with 12-inch o.c. in 4-inch lap and 12-inch (Optional) One or SBS-AA, SBS- W-1 plywood at max. Poly, Polyglass G2 Base, CertainTeed Roofgrip 1114, Dekfast'Hex with Dekfast #14 O.C. in two, equally spaced, staggered more BP -AA or TA, APP-TA -52.5 24-inch spans Glasbase, Firestone MB Base, JM Perma- or TruFast MP-3 with TruFast HD center rows APP-TA Ply 28, Tamko Glass Base or GAFGLAS 1175 W-2 Min. 19/32-inch plywood at max. Polyglass Elastobase or Polyglass Dekfast Hex with Dekfast ii14 or TruFast MP- 12-inch o.c. in 4-inch lap and 12-inch o.c, in two, equally spaced, staggered One or more SBS- SBS-SA, APP- SA, SBS-TA or -52.5 24-inch spans Elastobase Poly with poly top surface 3 with TruFast HD center rows SA 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 1t12 o.c. in two, equally spaced, staggered more BP-AA.or TA, APP-TA -60.0 24-Inch spans center rows APP-TA W-4 Min. 19/32-inch plywood at max. Polyglass Elastobase or Polyglass OMG Flat Bottom Plates (square) with. 12-inch o.c. in 4-inch lap and 12-inch o.c. in two, equally spaced, staggered One or more SBS- SBS-sA, APP- SA, SBS-TA or -60.0" 24-inch spans Elastobase Poly with poly top surface Roofgrip #12 center rows SA APP-TA TABLE 1F: WOOD DECKS- NEW CONSTRUCTION oR REROOF (TEAR -OFF) SYSTEM TYPE F: NOWINSULATED, BONDED ROOF COVER System RootCov_er (Note 15) MOP No. Deck Primer Joint Treatment Base Ply Ply Cap Ply —(Psf}— W 5� "Min 15/32=inch:plywood - _ - ... y L.- rr �--- (QPGorial)'ASTM DA1 .:_ � None �� SBS SA-... (Opt�onal)585 SA or _ 565-SA, APF,-SA, SBS TA. """"--__ at-maz.:24-Inch=spanr_ _ --- - - - APP TA` — or APP-TA _ W-6 Min. 15/32-inch plywood (Optional) ASTM D41 Plywood joints are covered with 4-inch wide strips of TriBuilt SA TriBuilt SA SBS Base (Optional) SBS-SA or 5BS-SA, APP-SA, SBS-TA 97.5 at max. 24-inch spans SBS Base, rolled into place to create continuous bond. APP-TA or APP-TA Exterior Research and Design, LLC. d/b/a Trinity)ERD Evaluation Report A42970.10.12-R2 for FL16027-82 Certificate of Authorization 119503 6°1 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 8 of 26