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Home My WebLink AboutPRODUCT APPROVAL MODIFIED BITUMEN ROOF SYSTEMr Product Approval k USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail r, w FL # FL16027-R2 Application Type Revision Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email 1 Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 2017 Approved PY FILE. -CH Tri-Built Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800) 516-1485 david.ruiz@tribuiltmg.com David Ruiz david.ruiz@tribuiltmg,com David Ruiz 250 Route 17 North East Rutherford, NJ 07073 (201)842-2449 david.ruiz@tribuiltmateriaisgroup.com C Richard Schurman 9050 Louisiana Street Merrillville, IN 46410 rich.schurman@alliedbuilding.com Roofing Modified Bitumen Roof System Evaluation Report from a Florida Registered Architect or; 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 10/06/2018 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL16027 R2 COI 2017 01 COI Nieminen.pdf :r I f� Referenced Standard ana_ it (of Standard)Standard Yes Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ASTM D6163 200 ASTM D6164 201 ASTM D6222 201 FM 4470 201 FM 4474 201 Method i Option D 09/25/2017 09/30/2017 10/08/2017 12/12/2017 FL # Model, Number or Name 1 Description 16027.1 TRI-BUILT Modified Bitumen Roof SBS and APP modified bitumen roof systems 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 noted in this application refers to one system, Refer to ER Appendix for all systems and max. design pressures. 2.) Refer to ER Section 5 for Limits of Use. Installation Instructions FL16027 R2 II 2017 09 FINAL Al ER TRI BUILT MODBIT FL16027-R2.odf Verified By: Robert Nleminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL16027 R2 AE 2017 09 FINAL ER TRI BUILT MODBIT FL16027-R2 Ddf Created by Independent Third Party: Yes Bac#c ;Vent Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-467-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: ggl 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, mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *PL 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emai one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi: address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee un please click here . Product Approval Accepts: IM '° W OR Im t'C11.I"Li1tA3i 1'I3I("4 �� 1R4y1 � TRINITY1 ER® Table Deck Application Type Description 1A-1 Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover page 4 1A-2 Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet; Bonded Insulation, Bonded Roof Cover 5 16 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, Re &(3ea*Gff) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 6 Er' 1E-2 Ultood Wood litevu o Reroof (Tear -Off) New, Reroof (Tear -Off) or Recover E E on-Insu led, Mech. Attached Base Sheet, Bonded Roof Cover Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover g 1F Wood New or Reroof (Tear -off) 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 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 5D_ _ 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 6B Gypsum New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded insulation, Bonded Roof Cover 24 6C Gypsum New, Reroof (Tear -Of) or Recover C Mech. Attached Insulation, Bonded Roof Cover 24 6D 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. 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. Unless otherwise noted, insulation may be any one layer or combination of polylsocvanurate, 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 Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 6' EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-14SS Evaluation Report A42970.10.12-R2 for F1.16027-112 Revision 2: 09/25/2017 Appendix 1, Page 1 of 26 TRINITY I ERD 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. 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,l2-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: Olyflond 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 fiat 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 drop4n 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 (06500): MDP -187.5 psf (Min. 0.5-inch thick ISO 95+ GL) ➢ OMG OlyBond 500 (OB500): 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 11) ➢ 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 WD3, 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. 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 24nches. 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 Certificate of Authorization 49503 Prepared by: Robert Nleminen, PE-59166 eEDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (900) 516-148s Evaluation Report A42970.10.12-R2 for FL160Z7-R2 Revision 2: 09/25/2017 Appendix 1, Page 2 of 26 15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. TRIM Y' ESQ I e }� 1ti ,1�a. 1, n y-i ... it � :� �, `.,.: .5f, ti _.: '2�.. �:� 1 -t..f L '(wi':� J i".;✓.:..; ,. ...`,4�.:ti -1. � b .'1 `y. L^` - y-' t 1: `^. Reference Layer Material Application BP -AA Base and PI sheets, Asphalt-Applied)HA ( Y Base Ply FBC Approved ASTM D4601, Type II 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 lbs/square SBS-TA (SBS, Torch -Applied) Cap Ply TriBuilt SBS Granular Torch -Applied SBS-SA (SBS, Seff-Adhering) Base Ply TriBuilt SA SBS Base Self -Adhering Cap Ply TriBuilt SA SBS Cap APP-TA (APP, Torch -Applied) Base Ply or Ply TriBuilt APP Smooth Torch -Applied Cap Ply TriBuilt APP Smooth, TriBuilt APP Granular APP-SA (APP, Self -Adhering) Ca P PIY 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: • t _ : t - ,w . 1.itTT.Yt�:� a. �9 . t Kink". Option # Primer Vapor Barrier Insulation Adhesive MDP (psf) Type Attach VB-1. ASTM D41 TriBuift 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-S. 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 PG300 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, LLC. d/b/a Trinity IERD Evaluation Report A42970.10.12-R2 for FL16027-RZ Certificate of Authorization #9503 6TM 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 TR1NffY '1 ERD :+•.Y. l�'. �. .r„ ,1. 1^s r .. : M'.y ,>� �� .'{ ,_ f✓ -/.W J' i- +:'-_ ..,,s c .� :.0 @��p l:' .i� ^F .p` x.; t ,,'L� T } .A Y' i !-. , .y.. }y,: :6 j '.N:...i:. "`.,�.^ i ' F" 'S1 1 '4 .....,..,... : •. ,r ... M ,y. ... .. { �. ., ., .. .c ,.. ,!�:y _J i ;d,. e .,:._i. «... .,-(�.. � ,...: n.. / •Vx - .+•. <. . ,a. - ,,,_.,• ..{..L--�'F,t d. �-. s,,?s-.. ..,..,Xi,.....:•s.. ve; , ...;. �..._ s� '- -."`. .. E b: ,:: .,• �o� -:P., J: .a: xl;:, +'e .. .,-: rx.... . .. v .( � l „^ t*..... -..:.. �.., �,. A;( _.e.0 ry.4 i..�..., ..,.,, �,.....,.snR•' `1 :.i'>, ^. `2•.. p' .Y< 4 t 4 ✓,sy, n "t '4 .. �. S L y�1 /!�]({ /(/�k,r�•y 3.. �:1 ,;..0 t "S y9;�z .3 s;: X v3.Y Y "� � 4 ? ""' ...-: ..a. .. •:. a.. y,F 5 nx. ke„..:F } 'fj ��. t�,x � }. J`:. �.��k:�y■y �q yin -��[� ��p h �qt {7f? -,:. ' -1R1 (t■.',�(�ly� 9. 'IM{�(7FLI:'�+ ��••�+ u �} •��+� bl��y 6�.•"l i h. �. T,-K ��'7�1��IV IiLV ` ..�.:. .,C.. ,.n •. h,.,..: ...^ I�►F11�P/TY�i/if1i� }� _ VCiJJG 3 C'. 4.a � ti.;•LB. t1VQ��Q��k 4 rf J '1:Y System Base Sheet Deck (Note 1) Roof Cover (Note 15) MDP No. Base Fasteners Attach Base Ply Cap Ply (ps" Min. 15/32-inch W-14 plywood at max. 24- Polyglass Elastobase Simplex MAXX Cap 9-Inc6h o.c. at 2-inch lap and 18 inch o.c in two, (Optional) BP -AA or SBS AA, SBS TA inch spans equally spaced, sta eyed center rows P staggered APP TA or APP TA -0S.0 ; Min. 15/32-inch W-15 plywood at max. 24- Polyglass Elastobase Simplex MAXX Cap 9-inch o.c. at 2-inch lap and 12-inch o.c. in two, (Optional) BP -AA or SBS-AA, SBS-TA inch spans equally spaced, staggered center rows APP TA or APP TA -52.5 Min.19/32-inch Polyglass Elastobase, Po lass Elastobase W- plywood at max Poly, Polyglass G2 Base, C-ertainFee Giasb' i�restone 32 1-5/8-inch diameter tin caps 11 8-inch o.c. in 4-inch la and 8-inch o.c. in three, (Optional) One or more BP -AA BS- T 24-inch spans E MB Base, JM Perma- with ga. annular ring shank nails equally spaced, staggered center rows or APP-TA T -60.0 28, Tamko Glass Base or GAFGIAS #75 Min.19/32-inch W-17 plywood at max. Polyglass Elastobase or Polyglass 32 ga.,1-5/8-inch diameter tin caps 8-inch o.c. in 4-inch lap and 8-inch o.c. in three, (Optional) One or SBS-SA, APP- 24-inch spans Elastobase Poly with poly top surface with 11 ga. annular ring shank nails equally spaced, staggered center rows more SBS-SA or SA, SBS-TA or -60.0 APP-TA APP-TA Min. 15/32-Inch W-18 plywood at Max. 24- Polyglass Elastobase Simplex MAXX Cap 6-inch o.c. at 2-inch lap and 6-Inch o.c. in two, (Optional) BP -AA or SBS-AA, SOS -TA inch spans equally spaced, staggered center rows APP-TA or APP-TA -90.0 Min.19/32-inch W-19 plywood at max. Polyglass Elastobase or Polyglass 32 ga.,1-5/8-inch diameter tin caps 4-inch o.c. in 4-inch lap and 4-inch o.c. in four, (Optional) One or SBS-SA, APP- 24-inch spans Elastobase Poly with poly top surface with 11 ga. annular ring shank nails. equally spaced, staggered center rows more SBS-SA or SA, SBS-TA or -97,5 APP-TA APP TA Min.15/32-inch -' - -` - - W-20 plywood at max. 24- Polyglass Elastobase Simplex MAXX Cap 6-inch o.c, at 2-inch lap and 6-inch o.c. in three, (Optional) BP -AA or SBS-AA, SBS-TA inch spans equally spaced, staggered center rows APP-TA or APP TA -105.0 Min.19/32-inch W-21 plywood at max. Polyglass Elastobase or Polyglass 32 ga.,1-5/8-inch diameter tin caps P 6-inch O.C.in 4-inch la and 6-inch o.c. in four, P (Optional) One or SBS-AA, SBS- 24-inch spans Elastobase Poly with 11 ga. annular ring shank nails equally spaced, staggered center rows more BP -AA or TA, APP TA -112.5 APP-TA Min.19/32-inch 32 ga.,1-5/8-inch diameter tin caps W-22 plywood at max. Polyglass Elastobase or Polyglass with 11 ga. annular ring shank nails. 64nch o.c. In 44nch lap and 6-inch o.c. in four, (Optional) One or 585 , APPSA- -SA 24-inch spans Elastobase Poly with poly top surface Note: Tin caps are to be primed with equally spaced, staggered center rows more APP TA SA, SBS-TA or -112.5 ASTM D41 primer. APP TA Exterior Research and Design, LLC. d/b/a Trinity IERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 6' EDITION (2017) FBC NON-WHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 526-1485 Evaluation Report A42970.10.12-R2 for FL36027-R2 Revision 2: 09/25/2017 Appendix 1, Page 7 of 26 ",,,,",]TRINITY IERD. ' - k•'� � _ s� "" • 6L�. ��ry�; � 4,f� MI��` ��• l�r�� • :c.,. � x .' k.. „r ':,,_. dt'^ .. .. . .....:... ..,..;..,Y�EE,. NONtNSf3�1�D Af)E iliac= .• � 4,.. �:.`. 4. .;uir:.: v a,i4. .. .,.Y':,5 v. ssK.n.At�..::. System Dedc (Note 1) Base Sheet Roof Cover (Note 15) MOP No. Base Fasteners Attach Base Ply Cap Ply (pso Min.19/32-inch Poly, ss Elastobase, Polyglass Elastobase P Poly, Polyglass G2 Base, CertainTeed OMG Hat Bottom Plates (square) with 12-inch o.c. in flinch 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- -525 i 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 W-2 Min.19/32-inch plywood at max. Po Polyglass Elastobase or Polyglass Dekfast Hex with Dekfasi #14 or TruFast MP- 12-inch o.c, in 4-inch lap and 12-inch One or more SBS- SBS-SA, APP- 24-inch spans Elastobase Poly with poly top surface 3 with TruFast HD O.C. in two, equally spaced, staggered SA SA, SBS-TA or -52.5' center rows APP-TA W 3 Min.19/32-inch at Polyglass Elastobase or Polyglass OMG Fiat Bottom Plates (square) with 12-inch o.c. in 4-inch lap and 12-inch (Optional) One or SBS-AA, plywood max. 24-inch spans Elastobase Poly Roofgrip #12 o.c. in two, equally spaced, staggered more BP -AA or 565- TA, APP-TA -60.0 center rows APP-TA W 4 Min. 19/32 inch plywood at max Polyglass Elastobase or Polyglass OMG Flat Bottom Plates (square) with (q ) 12-inch o.c. in 4-inch lap and 12-inch One or more SBS SBS-SA, APP- 24-inch spans Elastobase Poly with poly top surface Roofgrip #12 o.c. in two, equally spaced, staggered SA, SBS-TA or -60.0° center rows APP-TA �"'�+' X .,,:.'.rs,x � �' k'� , z-' a.•, �',.. 'M. �s t _.,.t r � a � `- . . �,_ -. ; . n.. .-s. :;�,:;. ( . ,ti�.f.. �:. � .. M1 4.... :.'u: .: .S 5,. •. i,....,sn. n 1 ,,,,,.%... �,...,: Y r., .:.�._ .. y....{,, ,{, . h $ .� f h �5k'. �., �, ..��e :>:.;�t a,�... ^� 1� � '1~ �...� Q k►.1N + x j� �S �y � 4 � r ,_� i#' (,.s p .., ,?, .::._ ��t .: '.�� . � � �u;. -.�.- . , .�" 4 � � d` 5 }�,l �'�. v_ . ., 5��7#�l?gP�N�ti�l►Q��' �Q�(��.»„rx �s .,y,� r'�'" � .�n -:'x y.'r _ , , -.. ..*. �' -. .,,. ,,......>.. . .. ,<2^:: ,.r. ,°t ... _,� P!� System Roof Cover (Note 15j No. Deck Primer MDP Joint Treatment Base ply Ply Cap Ply (psf) Min. 15/32-inch plywood W-5 (Optional) ASTM D41 None SBS-SA (Optional) SBS-SA or SBS-SA, APP-SA, SBS-TA at max. 24 inch spans APP TA orAPP-TA -90.0 W-6 Min.15/32-inch plywood (Optional) ASTM D41 Plywood joints are covered with 4-inch wide strips of TriBuilt SA (Optional) SBS-SA or SBS-SA, APP-S SBS-TA A' at max 24-inch spans SBS Base, rolled into place to create continuous bond. TriBuiit SA SBS Base APP-TA or APP-l'A -97 5 Exterior Research and Design, LLC. d/b/a Trinity IERD Certificate of Authorization #9503 - Prepared by: Robert Nieminen, PE-59166 e EDMON (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.10.12-112 for FL16027-R2 Revision 2: 09/25/2017 Appendix 1, Page 8 of 26