HomeMy WebLinkAboutEVALUATION REPOR MODIFIED BITUMEN ROOF SYSTEME RESPONSIBIUTY OF THE
TRACT(7R OR RECORD
TRINITY HERD
TION REPORT
.T Materials Group, LLC
Box 70
herford, NJ 07070
0) 516-1485
SCANNED
n U
�j( EXTERIOR RESEARCH & DESIGN, I.I.C.j
Certificate of Authorization #9503
353 Christian Street
Fxford, CT 06478 ILE COPY O (203) 62-9245
-mac Evaluation Report A42970.10.12-R2
J U L 2 4 Z 018 FL16027-R2
Date of Issuance:10/23/2012
ST. Lucie County, PermitdrIO Revision 2: 09/25/2017
his Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
onstruction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for
ompliance with the 61h Edition (2017) Florida. Building Code sections noted herein.
is TRI-BUILT Modified Bitumen Roof Systems
Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
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:
.•�``k '�`'=�T'••,
CONCEALED FASTENERS OR ATTACHMENTS
PROPOSED WORK_;s4+t�
�P. �gxs•,t: ,
. a•�=�` :•.'s
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ARE THE RESPONSIBILITY OF THE
'CT TO ANY CORRECTIONS
dONTRACTOR OR RECORD
BY FIELD INSPECTORS THAT
DER{E.AM3
���U�'
"966%,
t :'.'Twas
' ^ 1C•s:`�.`•
-
The i d Robert Nieminen,
09/ le seal appearing
stratlon On a
n
P.E. on 09/25/2017. This does not serve as an electronically signed
on snot s rve
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 Trinityl 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 that purpose.-FL�p ,p� _/ yo
ST. LUCIE COUNTY BUILDING DDI ISION
REVIEWED FOR COMPLIANC
REVIEW5D.BY /f)
PLANS KNb PERMIT— MUST BE KE ON JOB
SITE OR NO INSPECTION(S) WW BE MADE
C'
t '
1'
_J - TRINITY I ERD
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
4
3A-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
1D
Wood
New, Reroof (Tear -Off) or Recover= •. •
D
Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover
6
3E-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
1F
Wood
New or Reroof (Tear -Off)
F
Non -Insulated; Bonded Roof Cover
8
2A
Steel or Structural concrete
�v�_� _ _
_New,eroof.(Tear-Off)orRecove-r ,-::. _B
Mech. Attached Baselnsulation; Bonded Top Insulation, Bonded Roof Cover
9
26
SteelYor�Straetural ncrete
New, Reroof•(Tear-Off).or,Recover,,=..,. ..
_.. C,
-
Mecfi. ttachedlnsulation, Bonded
-
2C .
1 Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
D
Prelim.. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover
3A!
Structural concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
11-14
38 i
i Structural concrete
New or Reroof (Tear -Off) ..... _..
F
Non -Insulated, Bonded Roof Cover
14
LWIC -
New -or Reroof (Tear -Off)
A-1 _
Bonded Insulation, Bonded Roof Cover
LWIC
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
16
4C
LVNIC _
New or Reroof (Tear -Off)
E
Non -Insulated; Mech. Attached Base Sheet, Bonded Roof Cover
17-19
SA;
i;CWF
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
20
513
'K CWF -
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
21
CWF
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
22
a SD i
; -r "• CWF
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
22
5E !
i 7-�: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
c- 60; "
;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
6D 1
t G_ypsum
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
_' 7.B -Various
Recover '-';"
F
Non -Insulated, Bonded Base Sheet, Bonded Roof Cover
26
r tfie.followfne 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-forthe following deck engagement:
➢ Wood: Minimum
0.75-inch penetration:'..-
Y Steel: Minimum
0.75-inch penetration and eogagethe top flute of the steel deck.
_
Y Structural concrete: Minimum
1-inch embedment int6�pilo4.61e in accordance
with fastener
manufacturer's published installation instructions.
3.
Unless otherwise noted, insulation may be.any one layer:br,combination of polyisocya nu rate,
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 FOC jj50S.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 Evaluation for FL36027-R7 -
Certificate of Authorization #9503
_ `_ = �. C"
EDITION-(2017)-FBCNON=HVHZ EVALUATION
Revision 2: 09/25/2017.
Prepared by: Robert Nieminen, PE-59166
- -- - TRI-BUILT Modifled Bitumen Roof Systems; (800) 516-1485
Appendix 1, Page 1 of 26
15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications.
�., 'r .: ,.,�'._ ...._.'.:.�.. ���:!.`�R.-x......<�&rE�iz. ,�.a:�s.f '7 �. ...-.'.,,.f`..,.9..o-. �[: �'s.£.�. ., 3�{4:Q �i .,,.?€n�6,.�...,. u1a_tr,�c�..... ��..a..: .xY�L ..arn., tsa;�..W�.
.�➢ii',:'�,., u.,5,.. :. a,-,-.�,��.. ,.
Reference
Layer
Material
Application
BP -AA
(Base and Ply sheets, Asphalt -Applied)
Base Ply
FBC Approved ASTM D4601, Type II
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
(SBS, Self -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, TriBQkA_PP Granular
R-P,SA �r'
(A2P Self - Adher)�
TtiBdi SAOP,P`C •p
Self iiiieringr -
Ca API
p
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
YAP.ORBARRIER
.,�.. ., .r.. c".v,
;; ED�CIf AD EREb' I�SLICA7)tlIfBER 1►BLE3A h° �k. r" r ::: dF x z Kh 1 s„ ;y? 2.. w.: 5x,.�- d ,s,s ..R: �a: c%
PTIONS$144f?'rURAL,MCRET_,._,_. ,.y_.`F(__-, I•,....._:_„ ,.:.T
Option #
Primer
Vapor Barrier
Insulation Adhesive
MDP (psf)
- .TyPe ��
Attach
VB-1.
JA57M)D41-,
_
Tneiiilt!S BSiBa'seelf
—
Qdhe`rin 8a
Iota Stik orjCR 20, 2---Inch o c
t_ r� a
Insta-Stik, 12-inch o.c.
-75.0
VB-2.
ASTM D41 `-TriBuiltSA
SIBS Crap - -
Sel -Adhering
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, LLC. d/b/a Trinity ) ERD Evaluation Report A42970.10.12-R2 for FL16027-112
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
��TRINITYJERD
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�!��� , :. uC�. �. u'14Su�„.��..,.��s .e,. ._�; r,� s�.�ia ..✓�erv, t.a�.��. ,.�.T :.. �:. Fk.,.,• ,.,,5. .:1"nt'�ar:in+hirv». >�',r.�r"A.�.. iv�>�,A"ss
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System
Base Sheet
Roof Cover (Note 15)
MDP
Deck (Note 1)
No.
Base
Fasteners
Attach
Base Ply
Cap Ply
(Psi)
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
W-1
plywood at max.
Poly, Polyglass G2 Base, CertainTeed
Roofgrip #14, Dekfast Hex with Dekfast #14
o.c. in two, equally spaced, staggered
more BP -AA or
SBS-AA, SBS-
-52.5
.
244nch spans
Glasbase, Firestone MB Base, JM Perma-
or TruFast MP-3 with TruFast HD
center rows
APP-TA
TA, APP-TA
ply 28, Tamko Glass Base or GAFGLAS #75
Min.19/32-inch
Folyglass 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
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 #12
o.c. in two, equally spaced, staggered
more BP -AA or
TA, APP-TA
-60.0
24-inch spans
center rows
APP-TA
Min. 19/32-inch
Polyglass Elastobase oCPolyglass
OMG Flat Bottom Plates (square) with
12-inch'o.c. in 4-inch lap and 12-inch
One or more SBS -
SBS-SA, APP-
W-4
plywood at max.
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
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.oaf.: � r . rr •. �iI :,, .� � ;�
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System-
Roof Cover (Note 15)
MDP
No.
�y ` Deck
Primer
(Psf)
Joint Treatment
Base Ply
Ply
Cap Ply
W-5
Min. 15/32-inch plywood
(Optional) ASTM D41
None
SBS-SA
(Optional) SBS-SA or
SBS-SA, APP-SA, SBS-TA
-90.0
at max. 24-inch spans
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
SBS-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, U.C. d/b/a Trinity)ERD
- Certificate of"Authorization #9503
Prepared by: Robert Nieminen, PE-59166
Evaluation Report A42970.10.12-112 for FL16027-R2
6'EDITI6N (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 8 of 2fi