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Home My WebLink AboutPRODUCT APPROVAL - MODIFIED BITUMEN ROOFr� s. BCIS Home Log In I User Registration ".Hot Topics Submit Surcharge I Stats & Facts Publications " I . FBC Staff BCIS Site Map 1 : Links I Search Wda SCANNED. dit: Sal Product Approval U5ER:' Public User' J = ! .. Product Approval Menu > Product or Application Search > Application List > Application Detail RECEIVED FL16027-R2 _ F.L.# pP Type A "lication T e Revision S E P O 5 2018 Code Version 2017 Application Status Approved ST, Lucie County, Permitting Comments ' Archived Product Manufacturer Tri-Built Materials Group, LLC Address/Phone/Email PO Box 70 Rutherford, NJ 07070 (800) 516=1485 david. ruiz@tribuiltmg.com Authorized Signature David Ruiz david. ruiz@tri.builtfng. com ST. LUCIE COUNTY BUILDING DIVISI REVIEWED FOR COMPLIA C REVIEWED BY DATE Ifs 1 PLANS AND PERM I MUST BE KEPT ON JO OR NO INSPECTION WILL B MADE Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford, NJ 07073 (201)842-2449 " david.ruin@tribuiltmaterialsgrouVESE PLANS AND ALL PROPOSED WORK , SUBJECT �d CORRECT1�+0I�eDi Quality Assurance Representative C Richard Schurman RAREEOUIREO BY FIELU IhgFEC ORS M T Address/Phone/Email 9050 Louisiana Street .� richschule, IN 46an@a edbuilding:col Y UE NECEG6AW IN ORDER TO •' COYPIY WITH A 1. APPLIGAR1.E CODES. . Category Roofing Subcategory.. Modified Bitumen Roof System Compliance' Method Evaluation Report from' a Florida Registered Architect or a Licensed Florida :Professional Engineer i-+ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Niemineh the Evaluation Report LV hrt� ��I1�� G� Florida License nI Ir`SLIIIIiL,III� PE-59166 ARE THE RESPONSIBILITY Quality Assurance Entity UL LLC OF THE Quality Assurance Contract Expiration Date 10/06/2018 CONTRACTOR AF RECO� Cl 4/ Validated' By John W. Knezevich, PE f1Ly �jjJ .Validation Checklist - Hard copy Received Certificate of Independence: FL16027 R2 COI 2017 01 COI Nieminen odf Referenced Standard and Year (of'Standard) Standard Year " ASTM D6163 2008 ASTM"D6164 2011 ASTM D6222 2011 FM 4470 2012' FM 4474 2011 Equivalence of Product Standards K-na Qim-w r P1 A9 3 I] U 1,0 Certified By Sections from the Code Product Approval Method Date Submitted Date Validated. Date Pending FBC Approval. Date Approved Summary of Products Method I Option D 09/Z5/2017 09/30/2017 10/08/2017 12/12/2017 FL # Model; Number or Name Description , 16027.1 TRI-BUILT Modified Bitumen Roof SBS and APP modified bitumen roof systems Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL16027 R2 II :2017 09 FINAL Al ER .TRI- Approved for use outside HVHZ: Yes .: BUILT MODBIT FL16027-R2.pdf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure:.+N/A/-622.5 Created by Independent Third Party: Yes Other: 1.) The Design Pressure noted.in this application Evaluation, Reports , refers to one system., Refer to ER Appendix for all systems and FL16027 R2 AE 2017 09 FINAL ER TRI- max. design'pressures..2.) Refer td:ER Section 5 for Limits of.-. BUILT MODBIT FL16027-R2.Ddf Use. Created by Independent Third Party: Yes ' Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. 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Product Approval Accepts:• Credit:Card � $afe I I I 1 ..APPENDIX �) ATTAI Table H Deck t WIND UPLIFT RESISTANCE Apolicatlon Type Description 1TR1NITi(ERa Page 1A-1 Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4 IA-2 'i� Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor5heet, Bonded Insulation, Bonded Roof Cover - 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 I' Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 6 1E-1 1 Wood New or Reroof (Tear -Off) E Non -insulated, Mech. Attached Base Sheet, Bonded Roof Cover 7 1E-2 Wood New, Reroof (Tear -Off) or Recover 'E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 8 SF Wood New or Reroof (TearrOff) .F Non -Insulated, Bonded Roof Cover 8 - 2A Steel or Structural concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 9 2B I 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(Teal or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Banded 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 4B LWIC New or Reroof (Tear -Of) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 16 4C Q 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 Si jCWF New, Reroof (Tear -Off) or Recover, .A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 21 SC JJCWF New, Reroof (Tear -Off) or Recover 0 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 22 SO I,� CWF New, Reroof (Tear -Oft) 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 11GYPsum New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 23 6B Gypsum New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 24 6C I Gypsum New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 24 6D I Gypsum New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 24 7A lVar ous Recover A-1 Bonded Insulation, Bonded Roof Cover 25-26 ' 78 IlVarious Recover F ' Non -Insulated; Bonded Base Sheet; Bonded Roof Cover ' 26 I The follow g notes apply to the s stems outlined herein: 1. _ The of 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 r° sistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. • Insula on / base sheet fasteners shall be of sufficient length for the following deck engagement: Dfood:' Minimum 0,75-Inch penetration. ' D' eel: Minimum 0.75-Inch penetration and engage the tap flute of the steel deck. D ructural concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions. 3. Unles 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 QA requl. 1 ments 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 Re arch and Design, LLC. d/b/a Tril ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate Authorization #9503 6r"EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2:09/25/2017 Preparedbl, Robert Nleminen, PE-59166 TRI-BUILT Modifled Bitumen Roof Systems; (900) 516-1485 Appendix 1, Page 1 of 26 I TTRINERD ITY� 4. Minium:2.00 psi, minimum 2-inch thick lightweight insulatin concrete may be substituted for ri id insulation board for System Type D mechanical) attached base sheet, bonded roof cover , whereby the base P,B Y B 1' YP (mechanically ) V she e (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 stru' �ral 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 Appr val documentation. . . 5. Preiii inary 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). I. ' 6. Unle S 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 manufacturers published instructions. ' ➢ A (HA): . . . . . . . . . � � � Full coverage at25-301bs/square. ➢ Mow INSTA STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. illennium One Step Fdamable Adhesive (M-OSFA): Coritiritious 0.25 to 0.5-Inch wide ribbons, 32-inch o.c. ➢1 MG 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. ' ➢ IVBond 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. ..: .... .: . ... D lote. When multiple lars(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, adhesive ribbons shcill tie staggered from layer -to -layer a distance of one-half the ribbon spacing. ! ➢ Nate: 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. Unle otherwise noted, all Ins ulations: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 Desi �' 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 th nner board listed below may be used as a drop -in for the equivalent thicker material listed in the table: ➢ illennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 0.5-Inch thick) ➢, QMG OlyBond 500 (OB500): - . MDP -45.0 psf (Min. 0.5-Inch thick Multi -Max FA-3) ➢ MG OlyBond 500 (O11500): MDP -187.5 psf (Min. 0.5-inch thick ISO 95+GL) ➢' MG 0 yBond 500 (OB500): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3) ➢ MG OIVOond 500 (OB500): MDP -487.5 psf (Min. 0.5-inch thick ACFoam II) ➢1I P Adhesive:& Sealants CR-20: MDP ,-117.5psf (Min. 1.0-inch thick) , i 8. Bond d polyisocyanurate Insulation boards shall be maximum 4 x 4 ft.' ' 9. For achanically 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 I Chap I r 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 Prev tion Data Sheet 1-29, Roofing Application Standard RA5.117 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 Prev ti6n Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 10. For f ly bonded assemblies, the maximum design pressure for the selected assembly shall meet orexceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis Is permitted, 11, For r echanically attached componentsover 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 I mini' um requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 ocTesting Application Standard TAS 105. 12. For sting 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 i�rstem (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 �PRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124.... 13. " For R (cover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application.' '14. Lighteight 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 Prod ` 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 Lill C over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. I I 'ExteriorR earch.and Design, LLC. d/b/a Tdnity(ERD Certificate f Authorization 89503 6'"EDITION (2017) FBC NON-HVHZ EVALUATION Prepared: Robert Nieminen, PE-59166 .. TRI-BUILT Modified Bitumen Roof Systems; (800) 516-2485 .. I I i I I I • i I j I i I Evaluation Report A42970.10.12-R2 for FL36027-R2 Revision 2: D9/2512017 Appendix 1, Page 2 of 26 it i 15. Unle other4iise rioted, refer to the following references for bonded base, ply or cap sheet applications. { TABLE 1: TRI-BUILT ROOF,COVERS Reference Layer Material Application BP: i Base Ply FBC Approved ASTM D4601, Type 11 HA at 20.401bs/square Ply FBC Approved ASTM D2178, Type IV or VI (Ba and Ply sheets, Asphalt -Applied) SB• Cap Ply TriBuilt SBS Granular HA at 20-40 lbs/square (SB Asphalt -Applied) SB.A iTorch-Applied) Cap Ply TrIBuilt SBS Granular Torch -Applied (S 5g �. A Base Ply TriBuilt SA SBS Base Self -Adhering. Cap Ply TriBuilt SA SBS,Cap SB Self -Adhering) AP #A Base Ply or Ply TriBuilt APP Smooth Torch -Applied Cap Ply TriBuilt APP Smooth, TriBuilt APP Granular . (AP „ Torch -Applied) AP SA Cap Ply TriBuilt SA APP Cap Self -Adhering (AP,; Self -Adhering) 16. Vap 3 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 appil VAi t)R BARKER OPTIONS, S1nUCrURJ(000N[RETE Dti[x; ADHERED INSULAl1ON PER TABLE 3A - Op ionN i 'Primer Vapoi Barrier .Insulation Adhesive MDP(psf) Type Attach V -1. ASTM D41 ... TriBuiit SA SBS Base. , Self -Adhering Inta-Stik or CR-20, 12-inch o.c. -60.0 1% 2. ASTM D41 TnBuiltSASBSCap Self -Adhering Insta-Stik, 12-inch o.c. -75.0 V-3. ASTM D41' TriBuilt SA SBS Cap - Self -Adhering Millennium One Step Foamable Adhesive, 12-inch o.c. -157.5 V 4.. ASTM D41 TriBuilt SA SBS Cap Self -Adhering CR-20, 12-inch O.C. -270.0 V 5. ASTM, D41 TriBuilt SA SBS Base Self -Adhering Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade Adhesive, OlyBand 500 or CR-20, 12-inch o.c. -290.0 i 17. Dens 18. "MD. Exterior R Certificate Prepared ill be field -primed with PGI00 prior to self -adhering membrane application. Refer to tables herein for other priming requirements. mum 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. 1 nd Design, I.I.C. d/b/a Trinity) ERD .. Evaluation Report A42970.10.12-R2 for FL16027-R2 rization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 T Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 3 of 26 `,,,JTR1NjW. I ERD TABLE IA-1: WOOD DECKS —NEW ONSTRUCTIONaRREROOF(TFAR-OFF) SYSTEMTYPEA-2: MECHANICALLY ATTACHEDANCHORSHEET, BONDED INSULATION, BONDED ROOF COVER System Deck Anchor Sheet • • Base Insulation _ Tap Insulation Roof Cover (Note 15) MOP No. - (Note 1) Type Fasteners Attach Type s Attach Type Attach Base Ply : Ply Cap Ply (Psf) Min. 0.25-inch Dens 8-Inch o.c. in 4-. Deck, Dens Deck Prime, Polyglass G2 Base, 32 ga., 1-5/8- inch lap and 8- (Optional) RC SECUROCK Gypsum - in. 19/32- CertainTeed Glasbase, inch diameter inch o.c. in Approved, Fiber Roof Board, Min. 0 do (P nal) SBS-AA, W-1 nch plywood Firestone MB Base, JM tin caps with 11 three, equally ASTM C3289, HA 0.75-inch FeswBoard HA BP -AA _AA BP SBS-TA, -60.0 I�t max. 24- Perma=Ply 28, Tamko a annular ring 8 8 spaced,type, P II of rso- P y homo eneous or min.. ( 8 ) APP-TA 'inch spans or Glass Base or shank nails staggered cyanurate 0.5-inch Structodek' GAFGIAs .center rows High Density Fiberboard • Roof Insulation Polyglass G2 Base; 32 ga., 8-inch a.c. . in 4- inch lapand 8= (Optional)'FBC '(Optional) ' Min. 19/32- CertainTeed Glasbase, inch diameter inch o.c: in Approved; Min. 0.25-inch Dens One or SBS-SA, W-2 Inch, ch plywood Firestone MB Base, JM : tin caps with 11' three, equally ASTM C1289, HA DeckDens Deck Prime, u HA SBS-SA more SBS- APP-SA, -60,0 t max. 24- Perma-Ply 28, Tamko ga. annular ring spaced, type II potyiso- SECUROCK Gypsum- - SA or or rich spans Glass Base or , shank nails s staggered � � � cyanurate� � Fiber Roof Board � � • � � � � � APP APP-T APP-TA ' I GAFGLASft7S-TA center rows 6-inch o.c. In 4- Min. 2-inch DAS, OB500, Win. 19/32- Polyglass Elastobase 32 ga., 1-5/8- inch diameter inch lap and 6- inch o.c. in ACFoam II, 111, CR-20 or M- Min. 0.25-inch Dens D-IS, SBS-AA, W-3 rich plywood or Polyglass tin caps with 12 four, equally H-Shield, H- OSFA, atop Deck, Dens Deck Prime OB500, BP -AA (Optional) SBS•TA, -60.0• ax. 24- Elastobase Poly ga. annular ring spaced, Shield CG, ' fastener or SECUROCK Gypsum-, CR-20 ar BP-AA'h APP TA �ncm spans 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, OB500, (Optional) Min. 19/32- Polyglass Elastobase inch diameter inch o.c. in ACFoam II, III, . CR-20 or M- D-IS, One or SBS-SA, W-4 nch plywood � � • � 'qr Polyglass tin raps with 12 � � � four, equally H-Shield, H- � OSFA, atop (Optional)Additional OB500, SBS-SA more SBS- APP-SA, -60.0• t max. 24- Elastobase Poly ga. annular ring spaced, Shield CG, ' fastener layers of base insulation CR-20 or SA or SBS-TA or `nch spans shank nabs staggered Multi -Max FA3 rows, 7-inch M•OSFA APP-TA APP-TA .center rows or ENRGY-3 oc ' ' I Exterior R I Larch and Design, LLC- d/b/a Trinity( ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate f Authorization Ii9503 6'"EDITION (2027) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 4 of 26 III.. .. .• .. I I' I I I I I TRINITY J ERQ - TABLE 1A-2: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR=OFF) OR RECOVER It SYSTEM TYPEA-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER - System Deck : Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) MOP No. , (Note 1) Type Fasteners Attach Type Attach Type , Attach Base Ply Ply Cap Ply (ps>7 Min. 0.25-inch Dens Deck; • Polyglass 12-Inch oc. in 4- . (Optional) FBC Dens Deck Prime, SECUROCK Min. 19/32- • inch plywood Elastobase or OMG Flat Bottom Plates inch lap and 12- inch o.c. in two, Approved, . • Gypsum -Fiber Roof Board, (Optional) SBS-AA, SBS- W-5 of max. 24- Polyglass (square) with equally spaced, ASTM C1289, HA Min. 0.75-inch FescoBoard : HA BP -AA BP -AA 7A, APP-TA -60.0 inch spans Elastobase Roofgrip #12 staggered center type II polyiso- (homogeneous) or min. 0.5-:. Poly cyahurate inch Struttodek High Density rows Fiberboard Roof, Insulation • Polyglass 12-incho.c. in 4- (Optional) FBC • _ .. (Optional) Min: 19/32- Elastobase or OMG Flat Inch lap and 12- Approved, Min. 0.25-Inch Dens Deck, One or SBS-SA, APP- W 6 inch plywood Polyglass _ Bottom Plates inch o.c- in two,. ASTM C1289, HA Dens Deck Prime, SECUROCK HA .SBS-SA more SBS- SA, SBS-TA -60.0 • at max. 24 Elastobase (square) with equally spaced, type 11 polyiso- Gypsum -Fiber Roof Board SA or APP- or APP-TA inch spans Poly Roofgrip #12 staggered center rows ganurate TA TABLEIB: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEMTYPE B: MECHANICALLY ATTACHED BASE INSULATION; BONDED TOP INSULATION, BONDED ROOF COVER System Base Insulation layer' Top Insulation Layer Roof Cover (Note 15) MDP No. .Deck (Note 1)e • • Fasteners Attach Type Attach Base Ply Ply Cap Ply (Psfl Min. 19/32-inch Min.1.5-inch Dekfast Hex with . ' . Min. 0.75-Inch FescoBoard (Optional if (Optional if using W-7: : plywood at max. 24-inch ENRGY 3, H-Shield Dek(ast #12 or TruFast 1 per x .(homogeneous) or min. 0.5-inch �Structodek • HA using AA Ply) AA Base) One or. BP SBS-AA, 585-TA, APP-TA -60.0: spans or polytherm MP•3 with TrvFast DP 1.33 ft High Density Fiberboard . _ . BP-AAAPP-TA more -AA or Roof Insulation I 1 i . Exterior Re arch:and Design, I.I.C. d/b/a Trinity( ERD .. Certificate 1 Authorization 49503 6r"EDITION (20171 FBC NON-HVHZ EVALUATION Prepared b Robert Nleminen, PE-59166: - TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 I i I i I Evaluation Report A42970.10.12-R2 for FL16027-R2 Revision 2:09/25/2017 Appendix 1, Page 5 of 26 ( TABLE IC: WOOD DECKS -NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C:, MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Base Insulation Top Insulation Layer Roof Cover (Note 15) MOP No. Deck (Note 1) Layer (Psf) Type Fasteners Attach Base Ply Ply Cap Ply I� I in.19/32-Inch.. (Optional) Min. 0.5-Inch Structodek High Density DekfastGalvalume .. (Optional if (Optional If usingAA.. W-8 ; � lywood a[ max. One or more layers, Fiberboard Rodf Insulation 'or'min. 0.25• Steel Hex with 1 per 1.33 r using AA Ply) Base) One or more BP -AA- SBS-AA, SBS-TA, APP- � -82.5 4-inch spans any combination, inch Dens Deck, Dens Deck Prime or Dekfast #12 DP ft BP -AA or APP-TA TA loose laid .SECUROCK Gypsum -Fiber Roof Board Dekfast Galvalume Ain. 19/32-inch (Optional) 'Steel Hex with W-9 lywood at max. One or more layers, Min. 1.5-inch ENRGY 3, H-Shield or Dekfast #12 DP or 1 per 1.33 : SBS-SA (Optional) One or more SBS-SA, APP-SA, SBS- -82.5 -inch spans nation, anyse .Poty[herm TruFast MP-3 with ft SBS-SA or APP-TA TA or APP-TA loose l laid aid TruFast DP TABLE 1D: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER ' SYSTEM TYPED: PRELIMINARILY ATTACHED INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Insulaton Layer(s) Base Sheet Roof Cover (Note IS) MOP . No. Deck (Note 1).: Type Attach Base Fasteners Attach Base Ply cap Ply (Psfl Polyglass Elastobase, Polyglass OMG Flat Bottom Plates in. 19/324nch Elastobase Poly, Polyglass G2 Base, (square) with Roofgrip 12-inch ox. in 4-inch lap and 12- (Optional) One � SBS-AA, W-10 lywood at max. One or more layers, Prelim. CertainTeed Glasbase, Firestone MB #14, Dekfast Hex with inch o.c. in two, equally spaced, ' or more BP -AA 'SOS -TA, -52.5 4-inch spans any combination Attached Base, JM Perma-Ply 28, Tamko Glass Dekfast #14 or TruFast staggered center rows or APP-TA APP-TA �I Base or GAFGLAS #75 MP-3 with Trufast HD Ain. 19/32-Inch Dekfast Hex with Dekfast 12-inch o.c. in 4-Inch lap and 12- SBS-SA, W-11 'I lywvvd at max. One or more layers, Prelim. Polyglass Elastobase or Polyglass #14 or Trufast MP-3 with inch o.c. in two, equally spaced, One or more APP-SA, -52.5• 4-Inch spans any combination Attached Elastobase Poly with poly top surface TruFast HD staggered center rows SBS-SA SBS-TA or APP-TA in. 19/32-Inch One or more layers, Prelim. Polyglass Elastobase or Polyglass OMG Flat Bottom Plates 12-inch o.c. In 4-Inch lap and 12- inch o.c. in two, equally spaced, (Optional) One or more BP -AA SBS-AA, SBS''-TA, -60.0 W-12' l lywood at max. any combination Attached Elastobase Poly (square) with Roofgrip #12 inch spans staggered center rows or APP-TA APP-TA I in. 19/32-inch 12-inch o.c. in 4-inch lap and 12- SBS-SA, W13 at max. One or more layers, Prelim. Polyglass Elastobase or Polyglass OMG Flat Bottom Plates inch o.c. in two, equally spaced, One or more APP-SA, -60-0• 4-Inch 4-Inch spans any combination Attached Elastobase Poly with poly top surface (square) with Roofgrip #12 staggered center rows SBS-SA or I APP-TSBS-T APP-TA Exterior R 'earth and Design, LLC- d/b/a Trinity( ERD Certi#cai:6 Authorization #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION Prepared I �,: Robert Nleminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516.148 Evaluation Report A42970.10.12-RZ for FL16027-R2 Revision 2: 09/25/2017 5 Appendix 1, Page 6 of 26