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RECEIVED
FL16027-R2
ilication Type Revision OCT 19 2018
le Version 2017
Ilication Status Approved it Lucy County, Pgrltnitting
SCANNED
SY
St Lucie County
tress/Phone/Email
PO Box 70
Rutherford, N] 07070
51
FASTENERS ORATTACHME CIS
j800) 516-1485
CI�
E RESPONSIBILITY OF 7,yE
97R4C70N OR RECORD
david.ruiz@tribuiltmg. L COUNTY'BUILDING DI IO
REVIEWED FOR COMPLIANC
`/7�/`��
REVI
thorized Signature
David Ruiz DATE
david.ruiz@tribuiltmg�NS AND PE MIT MUST BE KEP N JOB
SITE OR NO INSPECTION(S) WILL BE MADE
:hnical Representative
David Ruiz
dress/Phone/Email
250 Route 17 North
East Rutherford, NJ 07073
(201) 842-2449
david.ruiz@tribuiltmateriaisgroup.com
iality Assurance Representative C Richard Schurman �E PLANS AND ALL PROPOSED WORK
dress/Phone/Email 9050 Louisiana SUBJECT TO ANY CORRECTIONS
rich.Merschurman ll ue, IN wgp . FIELD INSPECTORS THAT
ich.
MAY BE ECESSARY IN ORDER TO
COMPLY tllfITH ALL APPLICABLE CODES.
:)rida Engineer or Architect Name who developed
e Evaluation.Report
uality Assurance Entity
uality Assurance Contract Expiration Date
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
0 Evaluation Report - Hardcopy Received
F116o27-.R2 COI 2017 01 COI Nieminen.odf
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE...t FPmdYiNDWrxtft9YUwv%2fLXRbpak6f2jJGiyowhtbu4Q%3d%3d 10/19/18, 10:17 AM
Page 1 of 2
Referenced Standard and Year(of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Standard
Year
ASTM D6163
2008
ASTM D6164
2011
ASTM D6222
2011
FM 4470
2012 ,
FM 4474
2011
Product Approval Method Method 1 Option D
Date Submitted 09/25/2017
Date Validated 09/30/2017
Date Pending FBC Approval 10/08/2017
Date Approved 12/12/2017
Summary of Products
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 11 2017 09 FINAL Al ER—TRI-
Approved for use outside HVHZ: Yes
BUILT MODBIT FL16027-R2.Ddf
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
FL16027 R 2 AE 2017 09 FINAL ER TRI-
and max. design pressures. 2.) Refer to ER Section 5 for
BUILT MODBIT FL16027-R2.Ddf
Limits of Use.
Created by Independent Third Party: Yes
Back Nezt
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privant Statement :: Accessibility Statement :: Refund Statement
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, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487.1395. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S: must provide the Department with an email *address if they have
one. The emaiis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a
personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter
455, F.S., please click here .
Product Approval Accepts:
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Page 2 of 2
QoTkINITY�R_D
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 -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
IF orch-Applied)
Base Ply or Ply
TriBuilt APP Smooth
Torch -Applied
Cap Ply
TriBuilt APP Smooth, TriBuilt APP Granular
APP-SA
AP 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:
VAPOR BARRIER OPTIONS; STRUCTURAL CONCRETE DECK; ADHERED INSULATION PER TABLE 3A
Option #
Primer
Vapor Barrier
Insulation Adhesive
MDP (psf)
Type
Attach
VB 1.
ASTM D41
TriBuilt SA SBS Base
Self -Adhering
Inta-Stikor 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.
-1575
VB-4.
ASTM D41
TriBuilt SA SBS Cap
Self -Adhering
CR-20, 12-inch o.c.
-270.0
VB-5
TM D41
TriBuiltSA 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, I.I.C. d/b/a Trinity IERD Evaluation Report A42970.10.12-R2 for FL16027-R2
Certificate of Authorization #9503 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
C
-- - - - - -- - - - - - --- -- - TTINI - r-Y] ERD -
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
Base Sheet
Roof Cover (Note 15)
MDP
No.
Deck (Note 1)
Base
Fasteners
Attach
Base Ply
Cap Ply
(PsQ
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
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-
TA, APP-TA
-525
24-inch spans
Ply 28, Tamko Glass Base or GAFGLAS #75
orTruFast MP-3 with TruFast HD
center rows
APP-TA
Min. 19/32-inch
Polyglass 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
-525 *
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 or Polyglass
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
TABLE 1F: WOOD DECKS— NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER
System
Deck
Primer
Roof Cover (Note 15)
MDP
Joint Treatment
Base Ply
Ply
Cap Ply
No.
(Psf)
W-5
in.15/32-inch plywood
(Optional) ASTM D41
None
SBS-SA
(Optional) SBS-SA or
SBS-SA, APP-SA; SBS-TA
90J)
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
975
at max. 24-inch spans
SBS Base, rolled into place to create continuous bond.
APP-TA
or APP-TA
Exterior Research and Design, I.I.C. d/b/a Trinity IERD Evaluation Report A42970.10.12-R2 for FL16027-R2
Certificate of Authorization #9503 EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25I17
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 8 of2G