HomeMy WebLinkAboutProduct Approval-Modified Bitumen a1gy0� z919
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EXTERiof?'RESEARCH&DESIGN,LLC.
Certificate of Authorization'#9503
TRINITY ERD 353 Christian Street
Oxford,CT 064781
(203)26219245
' EVALUATION REPORT
TRI-BUILT Materials Group,LLC Evaluation Report A42970.10.12-R2
PO Box 70 FL16027-R2
Rutherford,NJ 07070 Date of Issuance:10/23/12012
(800)516-1485 Revision 2:09/25/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida.The documentation submitted has been reviewed byRobert Nieminen,
emnen,
P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for
compliance with the 6th,Edition(2017)Florida Building Code sections noted herein.
DESCRIPTION: TRI-BUILT;Modified Bitumen Roof Systems
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency n ted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes,the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity'ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT:The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in
/ advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 4, plus a 26-page Appendix.
Prepared by:
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Robert J.M. Nieminen,P.E. '•••oi',�.F_„tisT ”;
F s,- The facsimile seal appearing was authorized by Robert Nieminen,
Florida Registration No.59166,Florida DCA ANE1983 '',,O`a���" P.E.on 09/25/2017.This does not serve as an electronically signed
document.
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research&Design,LLC.d/b/a Trinity I ERD does not have,nor does it intend to acquire or will it acquire,a financial interest
in any company manufacturing or distributing products it evaluates.
2. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or
distributing products it evaluates.
3. Robert Nieminen, P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen,P.E.does not have, nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for-any
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
specifically for thatur ose.
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APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
Table Deck Application Type Description ; Page
1A-1 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover I 4
1A-2 Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,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
10 Wood New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 6
SE-1 Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 7
SE-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 'i 8
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
1 4A LWIC New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover - I 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 I 17-19
I SA CWF 1 New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 20
58 CWF New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 21
SC 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
SE 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
66 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 II 24
6D Gypsum New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover I 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 ,I 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.
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2. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement:
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Wood: Minimum 0.75-inch penetration.
' Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. 1
.Structural concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions. I
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 QA
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 Evaluation Report A42970.10.12-R2 for FL16027-R2
Certificate of Authorization#9503 6m 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
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15. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications.
TABLE 1:TRI-BUILT RooF COVERS
Reference Layer Material Application,
BP-M Base Ply FBC Approved ASTM D4601,Type II
(Base and Ply sheets,Asphalt-Applied) Ply FBC Approved ASTM D2178,Type IV or VI HA at 20-40 lbs/square
SBS AA Cap Ply TriBuilt SBS Granular HA at 20-40 lbs/square
(SBS,Asphalt-Applied)
SBS-TA
(SBS,Torch-Applied) Cap Ply TriBuilt SBS Granular Torch-Applied
SBS-SA Base Ply TriBuilt SA SBS Base
(SBS,Self-Adhering) Cap Ply TriBuilt SA SBS Cap Self-Adhering
APP-TA Base Ply or Ply TriBuilt APP Smooth
(APP,Torch-Applied) Cap Ply TriBuilt APP Smooth,TriBuilt APP Granular Torch-Applied
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: I
VAPOR BARRIER OPTIONS;STRUCTURAL CONCRETE DECK;ADHERED INSULATION PER TABLE 3A
Option q Primer Vapor Barrier
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P Type Attach Insulation Adhesive MDP(psf)
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. I -270.0
VB-5. ASTM D41 TriBuilt SA SBS Base Self-Adhering Millennium One Step Foamable Adhesive,Millennium PG-1 Pump Grade I -290.0
Adhesive,OlyBond 500 or CR-20,12-inch o.c.
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,LLC.d/b/a Trinity)ERD Evaluation Report A42970.10.12-R2 for FL16027-R2
Certificate of Authorization#9503 6m 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
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TABLE 1E-2:WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE E:NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Deck(Note 1) Base Sheet Roof Cover(Note 15),1 MDP
No. Base Fasteners Attach Base Ply Cap Ply (Psf)
Polyglass Elastobase,Polyglass Elastobase
Min.19/32-inch OMG Flat Bottom Plates(square)with 12-Inch o.c.in 4-inch lap and 12-inch (Optional)One or .
Poly,Polyglass G2 Base,CertainTeed SBS-AA;SBS-
plywood at max.
W-1 Glasbase,Firestone MB Base,JM Perma- Roofgrip#14,Dekfast Hex with Dekfast#14 o.c.in two,equally spaced,staggered more BP-AA or TA,APP-TA -52.5
24-inch spans ply 28,Tamko Glass Base or GAFGLAS#75 or TruFast MP-3 with TruFast HD center rows APP-TA
Min.19/32-inch 12-inch o.c.in 4-inch lap and 12-inch SBS-SA, P-
W-2 plywood at max. Polyglass Elastobase or Polyglass Dekfast Hex with Dekfast#14 or TruFast MP- One or more SBS-
AP
P y in two,equally spacedstaggered SA,SBS-TA or -52.5*
Elastobase Poly with poly top surface 3 with TruFast HD o.n, , SA
24-inch spans center rows APP TA I
Min.19/32-inch Polyglass Elastobase or Polyglass OMG Flat Bottom Plates(square)re with 12-inch o.c.in 4-inch lap and 12-inch (Optional)One or
W-3 plywood at max. yg yg (q ) o.c.in two,equally spaced,staggered more BP-AA or SBS-AA,SBS- -60.0
24-inch spans Elastobase Poly Roofgrip#12 TA,APP-TA
P center rows APP-TA
Min.19/32-inch 12-inch o.c.in 4-inch lap and 12-inch SBS-SA,APP-
W-4 plywood at max. Polyglass Elastobase or Polyglass OMG Flat Bottom Plates(square)with One or more SBS-
P y Elastobase Poly with poly top surface Roofgrip#12 o.c.in two,equally spaced,staggered SA SA,SBS-TA or -60.0•
24-inch spans center rows APP-TA
TABLE 1F:WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE F:NON-INSULATED,BONDED ROOFCOVER - -
System Deck Primer Roof Cover(Note 15) MDP
No. Joint Treatment Base Ply Ply Cap Ply (psf)
W 5 Min.15/32-inch plywood (Optional)SBS-SA or SBS-SA,APP-SA,S IS-TA
(Optional)ASTM D41 None S8S-SA -90.0
at max.24-inch spans
APP-TA or APP-TA
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
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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
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Exterior Research and Design,LLC.d/b/a Trinity1 ERD Evaluation Report A42970.10.12-R2 for FL16027-R2
Certificate of Authorization#9503 6m 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
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