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FL #
Application Type
Code Version
Application Status SCANNED
Comments BY
Archived St. Lucie County
Product Manufacturer
Address/Phone/Email
Authorized Signature
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 Ucense
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
FL1654-R19 FEB 17 2017
Revision
PERMITTING
2014
St. Lucie County, FL
Approved
CONCEALED FASTENERS OR ATTACHMENTS
o
ARE THE RESPONSMIUTY OF THE
CO NGTOR OF RECORD
POLYGLASS USA
150 Lyon Drive
Fernley, NV 89408
(570) 384-1230 Ext 242`I'HESE PLANS AND ALL PROPOSED WORK
jakins@polyglass.com
ARE SUBJECT TO ANY CORRECTIONS
James Akins
REQUIRED BY FIELD INSPECTORS THAT
jakins@PplYglass.com
:;..• MAY BE NECESSARY:IN ORDER TO
Steve Wadding qjI LY.�'lI TH ALL APPLICABLE CODES,
150 Lyon Drive `
Fernley, NV 98408
(602) 363-7139
stevew@polyglass.com
James Akins
555 Oakridge Road
Humboldt Industrial Pkwy
Hazleton, PA 18201
(800) 894-4563
jakins@polyglass.com
� 1)01-J31u
ST. I)CIE couNI TY BUILDING DIVISION
RFVIER'iOFOR CQI LLAN
REVIEt1' D Y� /
DATE
PLAINS ANDERMIT MUST BE KEPT ON JOI
OP. NO INSPECTION WILL BE NUME,
Roofing
Modified Bitumen Roof System
Evaluation Report from a Florida Registered Architect or a Ucensed
Florida Professional Engineer
11 Evaluation Report- Hardcopy Received
Robert Nieminen
PE-59166
UL LLC
10/06/2018
John W. Knezevich, PE
PI Validation Checklist - Hardcopy Received
a . • r r • t 'u r'.
Referenced Standard and Year (of Standard) Standard
Year
ASTM D6162
2000
ASTM D6163
2000
ASTM D6164
2005
ASTM D6222
2008
ASTM D6509
2009
FM 4470
1992
hltpsYAvww.floridabuilding.orgrpr/pr app dll.aspx7param=wGEVXQwtDgvgqu2w%2bnFgUPv2pw6pKxAM6SHQFy2kzdQRng46uF7rw%3d%3d 1/2
r 9/27/2016
Florida Building Code Online
FM 4474
20G4
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
i
FL #
Model, Number or Name
Description
1654.1
Polyglass 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 POLYGLASS MODBIT FL1654-
R19.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 POLYGLASS MODBIT FL1654-
Rl�t .ydf
deck. Refer to the ER Appendix for other systems and
deck types. 2.) Refer to Ell, Section 5 for other Limits
Created by Independent Third Party: Yes
of Use.
back Next
Content Us :: 2601 Blair Stone Road, Tallahassee 1132399 Phone: a50-4fi7-1824
The State or Florida is an A VI£U employer. ComeiPht 20W-2013 State of Fk)dda :: Privacy Statement :: A¢essibilhy 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 publlo-remMs request, do nut send eledmnic
mail to this entity. Instead, combed the office by phone or by traditional mail. If you have any questions, please onmact as0.467.1395. 'Pursuant to section
455.275(1), Florida statutes, effective Cdaber 1, 2012, licensees licerutl under chapter 455, F.S. most provide the Department with an email address if they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public reconl. If you do not wish to supply a
persmad address, please provide the Departrnent with an email address wlddt can be made available to the public To determine If you are a llcersee under chapter
455, F.s., please dick fler -.
product Approval Accepts:
® ® <ra_ Im
-e e
QCL1]'11\'�1 k.1'RIG
httpslAw .fi ridaWI(fing.org/pr/pr app dtl.wpx?param=wGEVXQvtDgvgqti2w%2bnFgUPv2pw6pKxAhf6SHQFy2kzdQRng46uF7'rwa/o3d%3d 212
',,rTRINI-rY 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 manufacturers published Instructions.
➢ Hot asphalt (HA): Full coverage at 25-30lbs/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 OlyBand 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 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 loyers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, boardjoints 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 Rat 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 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)
D OMG OlyBond 500 (OB500): MDP -187.5 psf (Min. 0.5-Inch thick ISO 95+GL)
➢ OMG OlyBond S00(08500): MDP -315.0 psf (Min. 0.5-Inch thick ENRGY 3)
D OMG OlyBond 500 (0B500): 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.
S. 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 LPD51-29 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 meritto the satisfaction of the AHJ, as documented through field uplift testing in accordance with ASTM E907, FM LPDS 1-52, ANSI/SPRI IA-1 or TAS 124.
12. For Recover Applications using System Type D, the Insulation is optional; however, the existing roof system shall be suitable fora 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 specific 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, U.C. d/b/a Trinity] ERD Evaluation Report P9290.02.08-1117 for FL3654-1139
Certificate of Authorization #9503 Revision 17: 04/18/2016
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 2 of 45
�I TRINITY ERD
14. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications.
TABLE 1: POLVGLASS ROOF COVERS _
Reference
Layer
Material
Application
BP -AA
Base Ply
One or more plies Polyglass G2 Base, F8C 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 VI, FBC Approved ASTM D2178, Type IV or VI
Ibs/square
Applied)
Note:
Asphalt-appliedsheets or Insulation shall not be applied to poly -film surfaced membranes.
Base Ply
One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Polyglass HT Base 650
PG350 at 1.5-2.0
SBS-CAI
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)
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, Elastoshleld TS-G FR, Polyfresko G
gal/square
SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
Base Ply or Ply
One or more plies Elastobase (sand/sand or poly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V, Elastoflex S6, Polyglass
HT Base 650
SBS-AA
Asphalt
Cap
Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshleld TS-G FR,
Hot Asphalt at 20-40
Ibs/square
(SBS, -Applied)
Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
Note:
Asphalt-appliedsheets orlasulatlon shoUnotbe 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
(SBS, Torch -Applied)
Cap
Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex 56 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield TS-G FR,
Torch -Applied
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, Polyreflect
Self -Adhering
(SBS, Self -Adhering)
Note:
Unless otherwise noted, permissible membrane substrates forSBS-SA are Ilmited to the SBS-SA Base Ply options herein,
Elastobase (poly/sand/ or Elastobase (poly/poly).
APP-TA
Base Ply or Ply
One or more plies Polyglass APP Base, Polyflex, Polybond
Torch -Applied
(APP, Torch -Applied)
Cap
Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko G, Polyfresko G FR
Cap
Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Polykool
APP-SA
(APP, Self -Adhering)
Note:
Unless otherwise noted, permissible membrane substratesforAPP-SA are limited to the SBS-SA Base Ply options herein,
Self -Adhering
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.
D PG200 Non Fibered Roof Coating;
D PG300 Fibered Roof Coating;
D PG600 Non-Fibered Aluminum Roof Coating;
D PG650 Fibered Aluminum Roof Coating;
D PG700 High Quality Elastomeric Roof Coating or KM Acryl 25;
D PG7000S (Quick Set) High Quality Elastomeric Roof Coating or KM Acryl 25-QS (forgranule-surfaced APP or SB5 only);
➢ PG800 Asphalt Emulsion Roof Coating;
D Polyplus 60 Premium Non-Fibered Aluminum Roof Coating;
D Polyplus 65 Premium Fibered Aluminum Roof Coating;
➢ Polybrite 70 Premium Grade Elastomeric Roof Coating or KM Acryl 15;
D 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, U.C. d/b/a Tdnityl ERD
Certificate of Authorization R9503
Prepared by: Robert Nieminen, PE-59166
Refer to current Roofing Materials Directory for fire ratings
Evaluation Report P9290.02.08-1117 for FL1654-1119
Revision 17: 04/18/2016
Appendix 1, Page 3 of 45
�.I I KINITY ERD
16. The following represent priming requirements for gypsum -based coverboards:
D Dens Deck and Dens Deck Prime shall be field -primed with PG100 prior to self -adhering ortorch-applied membrane application. No priming is required for hot -asphalt membrane applications.
D 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 MOP listings below vs. those in Table 3A
applies:
VAPOR BARRIER OPTIONS; STRUMRAL CONCRETE DECK; ADHERED INSULATION PER TABLE 3A.
Option#
Primer
Vapor Barrier
Insulation Adhesive
MDP(psf)
Type
Attach
1
PG100
Elastoflex SA V Plus
Self -Adhering
Inta-Stik or CR-20, 12-Inch o.c.
-60.0
2
PG100
Polyglass APP Base
Torch -applied
Inta-Stlk or CR-20, 12-Inch o.c.
-75.0
3
PG100
Elastoflex SA P
Self -Adhering
Insta-Stik, 12-Inch o.c.
-75.0
4
PG100
Elastoflex SA P
Self -Adhering
Millennium One Step Foamable Adhesive, 12-inch o.c.
-157.5
5
PG100
Elastoflex 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-R17 for FL3654-R19
Certificate of Authorization #9503 Revision 17: 04/18/2016
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 4 of 45
�l TRINITY I ERD
mote
ueCK
Hppucavon
Type
uescnppon
rapc
1A
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
115-2
Wood
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
10-11
SC
Wood
New; Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
12
1D
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, Mech. Attached Base Sheet, Bonded Roof Cover
15-16
SF-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
1G
Wood
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
22
2A
Steel or Conc.
New, Reroof (Tear -Off) or Recover
B
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
4B
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
5A
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
SD
CWF
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
40
SE
CWF
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
40
6A
Gypsum
Reroof (Tear -Oft)
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
Reroof (Tear -Oft) 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 AHI. 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 for the following deck engagement:
D 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 Trinity )ERD Evaluation Report P9290.02.08-R37 for FL1654-R39
Certificate of Authorization N9503 Revision 17: 04/18/2016
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 1 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 1)
MOP
No.
(sea Natel)
Primer
Type
Attach
Type
Attach
Base Ply
Ply
Cap
(Psfl
(Optional if using AA Base)
C-67
Concrete
PG100
MIn. 0.25-Inch Dens Deck Prime
Hot
None
N/A
(Optional if using AA
BP -AA SBS-AA, SBS-TA or
SBS-AA, SBS-TA,
-S10.0
asphalt
Ply) BP -AA, SBS-AA
APP-TA
APP TA
_ _._. ..
CtILp-ADDOED BASE: _
Min. 0.25-Inch Dens Deck
C-68
Concrete
None
MIn. 1.5-Inch ACFoam ll or H-Shield
OBSOD
Prime or SECUROCK
OB500
505-CA7, SBS{A2
None
SBS-CA1, SBS-
-90.0
Gypsum -Fiber Roof Board
CA2
Min. 0.25-Inch Dens Deck
Concrete
None
MIn. 1.5-Inch ACFoam II, ACFoam III, ENRGY 3, H-
CR-20
PrimeC-69 or SECURoo
CR-20
SBS{ql, SBS-CA2
None
SBS-CAI, SBS-
-90.0
Shield, H-Shield CG, Multl-Max FAB or ISO 95+GL
Gypsum -Fiber
Gypsum -Fiber Roof Board
CA2
TABLE 38: CONCRETE DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE F: NON -INSULATED, BONDED BASE SHEET, BONDED ROOF COVER
Deck
i Roof Cover (See Table 1)
System No.
(See Note 1)
Primer
MOP(psf)
Base Ply
Ply
Cap
C-70
Concrete
PG100
SBS-SA
(Optional)SBS-SA, SBS-TA, APP-TA
SBS-SA, APP-SA, SBS-TA, APP-TA
-315.0
Qpbpna �.. b. -
T..
,0
C-72
Concrete
PG300
BP -AA (Optional if using asphalt applied Ply)
(Optional if using asphalt applied Base)BP-AA, SBS-
SBS-AA, 565-TA, APP-TA
-622.5
AA, SBS-TA or APP-TA
Exterior Research and Design, LLC. d/b/a TrinityI ERD Evaluation Report P9290.02.08-1137 for FL3654-1119
Certificate of Authorization R9503 Revision 17:04/18/2016
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 32 of 45