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FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
SCANNED
BY
St. Lucie Countv
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence -
Referenced Standard and Year (of Standard)
FL1654-R19
Revision
2014
Approved
f0,
POLYGLASS USA
150 Lyon Drive
Fernley, NV 89408
(570) 384-1230 Ext 242
jakins@polyglass.com
James Akins
jakins@polyglass.com
Steve Wadding
150 Lyon Drive
Fernley, NV 98408
(602) 363-7139
stevew@polyglass.com
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSM111TY OF THE
COtfiBACTOR OF RECORD
THESE PLANS AND ALL PROPOSED WORK
5 ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
k*j NIAY BENECESSARYAN ORDER TO 1
C()MPLY V1 ftO AI L APgIaICABLE CO®ES,
James Akins
555 Oakridge Road
Humboldt Industrial Pkwy
Hazleton, PA 18201
(800) 894-4563
jakins@polyglass.com
ST- LUCIF COUNI"y RUILnntC INNISION
REVIEINTD FOR (: NIPLIANCE
REVIEeIlED
DATE
PLANS AND PERNUT MUST BE KEPT ON JOD
OR NO INSPECTION WILL BE NUDE,
Roofing
Modified Bitumen Roof System
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
E] Evaluation Report - Hardcopy Received
Robert Nieminen
PE-59166
UL LLC
10/06/2018
John W. Knezevich, PE
CIS Validation Checklist- Hardcopy Received
Standard
Year
ASTM D6162
2000
ASTM D6163
2000
ASTM D6164
2005
ASTM D6222
2008
ASTM D6509
2009
FM 4470
1992
httpsl/www.floridabuilding.orgfpr/pr app o.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUPv2pw6pKxAhf6SHQFy2kzdQRng46uF7fW%3d%3d 112
9/27/2016 Florida Buildng code Online
FM 4474
2004
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/18/2016
Date Validated 04/19/2016
Date Pending FBC Approval 04/20/2016
Date Approved 06/08/2016
Summary of Products
FL#
Model, Number or Name
Description
1654.1
PDlyglass SBS and APP Modified
SBS and APP modified bitumen roof systems
Bitumen Roof Systems
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL1654 R19 II 2016 04 FINAL Al ER PO4YGLASS MODBIT FL1654-
R39.udf
Approved for use outside HVHZ: Yes
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 in this application
Evaluation Reports
relates to one particular assembly over concrete
FL1654 R19 AE 2016 04 FINAL ER P0LYGL4SS MODBIT FL1654-
R19.Ddf
deck. Refer to the ER Appendix for other systems and
deck types. 2.) Refer to ER, Section 5 for other Umits
Created by Independent Third Party: Yes
of Use.
Back Next
Conted Us :: 2MI Blair storm Road. Tallahassee FL 323" Phone: 850-982-1824
The State of Barida Is an AA/110 employer. commuht 2007-2013 state of Florida.:: Privacy Statement :: Aaesibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mall address released in response to a publirremtds request, do not send electronic
mall to this entity. Instead, comae the office by phone or by trsditioml mail. If you have any questions, please mntaa 85o.a87.1395. *Pursuant to Section
455.175(1), Flodda statutes, effe Live October 1, 2012, licensees Ilcensed under Chapter 455, F.S. must provide the Department with an email addres if they have
one. The emails provided may be used for omtlal communkation with the licensee. However email addresses, are public record. If you do not wish to supply a
personal address, please provide the Deparbnent with an email address whhh can be made available to the public To determine if you are a licensee under Chapter
455, F.S., please di& h�.
Product Approval Axepts:
® ® RR M
h(tpslAvww.flmidabdichng.org/pr/pr app o.aspx?pwam=wGEVXQwtDgvgqu2w%2bnFgUPv2pw6pKxAhf6SHQFy2k,dQRrg46,FTr,P/o3d%3d 212
�l I KINITY J ERD
UPLIFr$ESISTANCE
SA
Wood
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
5
18-1
Wood
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
5-9
18-2
Wood
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
10-11
1C
Wood
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
12
SD
Wood
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
13-14
1E
Wood
New, Reroof (Tear -Off) or Recover
D
Prelim. Attached Insulation, Meth. Attached Base Sheet, Bonded Roof Cover
15-16
1F-1
Wood
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover
17-19
1F-2
Wood
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover
20-22
i SG
Wood
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
22
2A
Steel or Conc.
New, Reroof (Tear -Off) or Recover
8
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
23
2B
Steel or Conc.
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
24-25
2C
Steel or Conc.
New, Reroof (Tear -Off) or Recover
D
Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover
26.27
3A
Concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
28-32
3B
Concrete
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
32
4A
LWIC
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
33-34
413
LWIC
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
34
4C
LWIC
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
35-37
SA
CWF
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
38
5B
CWF
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
39
SC
CWF
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
40
5D
CWF
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
40
5E
CWF
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
40
6A
Gypsum
Reroof (Tear -OM
A-1
Bonded Insulation, Bonded Roof Cover
41-42
6B
Gypsum
Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
42
6C Gypsum Reroot (Tear -Ott) or Recover C Mech. Attached Insulation, Bonded Roof Cover 42
6D Gypsum Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 42
7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 43-45
7B Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 45
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 AHJ. 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.
➢ Steel: Minimum 0.75-Inch penetration and engage the top flute of the steel deck.
➢ Concrete: Minimum 1-Inch embedment into pilot hole in accordance with fastener manufacturer's published Installation instructions.
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, U.C. d/b/a TrinitylERD Evaluation Report P9290.02.08-R37 for FL3654-R19
Certificate of Authorization #9503 Revision 17: 04/18/2016
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 1 of45
�I I KINIW 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 AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
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.
➢ Hot asphalt (HA): Full coverage at 25-30 Ibs/square.
➢ Dow Insta-Stik Roofing Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons,12-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: OlyBond Green may be used where OlyBond 500 is
referenced.
D OiyBond 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, board joints shall be staggered.
➢ 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.
Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polylsocyanurate 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 MOP listings In the tables; rather if MOP 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 drop -in 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 (OB500): 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 II)
➢ICP Adhesives & Sealants CR-20: MDP -117.5 psf (Min. 1.0-inch thick)
7. Bonded polyisocyanurate Insulation boards shall be maximum 4 x 4 ft.
8. 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 RAS 117 and FM LPDS 1-29.
Assemblies marked with an asterisk• carry the limitations set forth In Section 2.2.1.5.1(a) of FM LPDS 1.29 for Zone 2/3 enhancements.
9. For fully bonded assemblies, the maximum design pressure forthe selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis Is permitted.
10. 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 TAS 105 or ANSI/SPRI FX-1.
11. For existing substrates in a bonded recover Installation, the existing roof system shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system shall be capable of
resisting project design pressures on Its own merit to the satisfaction of the AHJ, as documented through field uplift testing In accordance with ASTM E907, FM LPDS 1-52, ANSI/SPRI [A-1 or TAS 124.
12. For Recover Applications using System Type D, the Insulation Is optional; however, the existing roof system shall be suitable for a recover application.
13. LWIC shall be cast In accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC Is referenced, refer to current LWIC Product Approval for specific deck
construction and limitations. For systems where specifc LWIC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness Is 2-Inches. For LWIC over structural concrete,
reference is made to FBC Section 1917.4.1, Point 1.
Exterior Research and Design, I.I.C. d/b/a Trinity] ERD Evaluation Report P9290.02.08-R37 for F1.3654-1139
Certificate of Authorization h9503 Revision 17:04/18/2016
Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 2 of 45
NTINITY I ERD
14. Unless otherwise noted, refer to the fallowing references for bonded base, ply or cap sheet applications.
TABLE 1: POLYGLAss ROOF COVERS
Reference
Layer
Material
Application
BP -AA
Base Ply
One or more plies Polyglass G2 Base, FBC Approved ASTM D4601, Type II
Hot Asphalt at 20-40
(Base and Ply sheets, Asphalt-
Ply
One or more plies Polyglass Ply IV, Polyglass Ply V), FBC Approved ASTM D2178, Type IV or VI
Ibs/square
Applied)
Note.
Asphalt -applied sheets or insulation shall notbe applied to poly Jlim surfaced membranes.
Base Ply
One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Polyglass HT Base 650
PG350 at 1.5-2.0
SBS-CA1
Cap
ElastoRex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield TS-G FR, Polyfresko G�
gal/square
SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
Base Ply
One ply Elastobase (sand/sand); Elastoflex V, Elastoflex S6
Polyplus 35 at 1.5-2.0
SBS-CA2
Cap
Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield TS-G FR, Polyfresko G
gal/square
SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
One or more plies Elastobase (sand/sand or poly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V, Elastoflex S6, Polyglass
Base Ply or Ply
HT Base 650
SBS-AA
Cap
Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, ElastoRex 56 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield TS-G FR,
Hot Asphalt at 20-40
Ibs/square
(SBS, Asphalt -Applied)
Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
Note:
Asphalt -applied sheets or Insulation shall not be applied to poly film surfaced membranes.
Base Ply or Ply
One or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex S6, Polyglass HT Base 650
SBS-TA
Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 G, ElastoRex 56 G FR, Elastoshleld TS-G, Elastoshield TS-G Fit,
Torch -Applied
(SBS, Torch -Applied)
Cap
Polyfresko G SBS (poly -film backed), Polyfresko G SBS FR (poly -film backed)
Base Ply
One or more plies Elastoflex SA V Base, Elastoflex SA V FR Base, Elastoflex SA V Plus, Elastoflex SA V Plus FR
SBS-SA
Cap
Elastoflex SA P, Elastoflex SA P FR, Pal reflect
Self -Adhering
(SBS, Self -Adhering)
Unless otherwise noted, permissible membrane substmtesfor SBS-SA are llmitedto the SBS-SA Base Ply options herein,
Note.
Elastobase (poly/sand) or Elastobase (poly/poly).
APP-TA
Base Ply or Ply
One or more plies Polyglass APP Base, Polyflex, Polybond
(APP, Torch -Applied)
Cap
Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko G, Polyfresko G FR
Torch -Applied
Cap
Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Polykool
APP SA
Unless otherwise noted, permissible membrane substratesforAPP-SA am limited to the SBS-SA Bose Ply options herein,
Self -Adhering
(APP, Self -Adhering)
Note:
Elastobase(poly/sand) or Elastobase(poly/poly).
15. Any of the following FBC Approved coatings may be applied to the top roof membrane without adverse effect on the system wind load performance.
associated with coating usage.
➢ PG200 Non Fibered Roof Coating;
➢ PG300 Fibered Roof Coating;
➢ PG600 Non-Fibered Aluminum Roof Coating;
➢ PG650 Fibered Aluminum Roof Coating;
➢ PG700 High Quality Elastomeric Roof Coating or KM Acryl 25;
➢ PG700Q5 (Quick Set) High Quality Elastomeric Roof Coating or KM Acryl 25-QS (for granule -surfaced APP or SBS only);
➢ PG800 Asphalt Emulsion Roof Coating;
➢ Palyplus 60 Premium Non-Fibered Aluminum Roof Coating;
➢ Palyplus 65 Premium Fibered Aluminum Roof Coating;
➢ Polybrite 70 Premium Grade Elastomeric Roof Coating or KM Acryl 15;
➢ Polybrite 70QS (Quick Set) Premium Grade Elastomeric Roof Coating or KM Acryl 15-QS (for granule -surfaced APP or SBS only);
➢ Polybrite 90 High Solids Silicone Roof Coating or Polybrite 95 Silicone Roof Coating.
Exterior Research and Design, LLC. d/b/a Trinityl ERD
Certificate of Authorization R9503
Prepared by: Robert Nieminen, PE-59166
Refer to current Roofing Materials Directory for fire ratings
Evaluation Report P9290.02.08-R17 for F11654-R19
Revision 17: 04/18/2016
Appendix 1, Page 3 of 45
\ TRINITY J ERD
16. The following represent priming requirements for gypsum -based coverboards:
➢ Dens Deck and Dens Deck Prime shall be field -primed with P6100 prior to self -adhering or torch -applied membrane application. No priming is required for hot -asphalt membrane applications.
➢ SECUROCK Gypsum -Fiber Roof Board does not require field priming for any membrane application.
17. 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; AOHEREO INSULATION PER TABLE 3A
Op[tonq
Primer
Vapor Barrier
Insulation Adhesive
MDP (psf)
Type
Attach
1
PG100
Elastogex SA V Plus
Self -Adhering
Inta-Stik or CR-20, 12-Inch o.c.
-60.0
2
PG100
Polyglass APP Base
Torch -applied
Inta-Stik or CR-20, 12-Inch o.c.
-75.0
3
PG100
Elastogex SAP
Self -Adhering
Insta-Stik, 12-inch o.c.
-75.0
4
PG100
Elastogex SAP
Self -Adhering
Millennium One Step Foamable Adhesive,12-Inch o.c.
-157.5
5
PG100
Elastogex SA P
Self -Adhering
CR-20, 12-inch o.c.
-270.0
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 TrinityI ERD Evaluation Report P9290.02.08-1137 for FL3654-1119
Certificate of Authorization #9503 Revision 17: 04/18/2016
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 4 of 45
VTRINITYIERD
TABLE 3A: CONCRETE DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER
NOTE: FOR VAPOR BARRIER OPTIONS REFER TO NOTE 17
System
Deck
Base Insulation Layer
Top Insulation Layer
Roof Cover (See Table l)
MOP
No.
(See Note 1)
Primer
Type
Attach
Type
Attach
Base Ply
Ply
Cap
(Psf)
Hot
(Optional if using AA
(Optional if using AA Base)
SBS-AA, SBS-TA,
C-67
Concrete
PGS00
Min. 0.25-Inch Dens Deck Prime
asphalt
None
N/A
Ply)BP-AA, SBS-AA
BP -AA, SBS-AA, SBS-TA or
APP-TA
-510.0
APPTA
COLe-APPLIED BASE:
Min. 0.25-Inch Dens Deck
C-68
Concrete
None
Min. 1.5-Inch ACFoam ll or H-Shield
OB500
Prime or SECUROCK
OBSOO
SBS-CAI, SBS-CA2
None
SBS-CAS, SBS-
-90.0
Gypsum -Fiber Roof Board
CA2
MIn.1.5-Inch ACFoam IL ACFoam III, ENRGY 3, H-
Min. 0.25-Inch Dens Deck
SBS-CAI, SBS-
C-69
Concrete
None
Shleld,H-Shield CG,Multl-Max FA3ori5095+GL
CR-20
Prime or SECUROCK
CR-20
SBS-CAI, SBS-CA2
None
CA2
g00
Gypsum -Fiber Roof Board
TABLE 3B: CONCRETE DECKS— NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE F: NON -INSULATED, BONDED BASE SHEET, BONDED ROOF COVER
Deck
Roof Cover (See Table 1)
System No.
(See Note 1)
Primer
MDP (psQ
Base Ply
Ply
Cap
C-70
Concrete
PG300
SBS-SA
(Optional)SBS-SA, SBS-TA, APP-TA
SBS-SA, APP-SA, SBS-TA, APP-TA
-315.0
1
PG 9D
P Q A Base
{Op on
MP+
1 :0
C-72
Concrete
PC=
BP -AA (Optional if using asphalt applied Ply)
(Optional if using asphalt applied Base)BP-AA, SBS-
SBS-AA, SBS-TA, APP-TA
-622.5
M, SBS-TA or APP-TA
Exterior Research and Design, LLC. d/b/a TrinitVI ERD Evaluation Report P9290.02.08-1117 for FL3654-R39
Certificate of Authorization 99503 Revision 17: 04/18/2016
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 32 of 45