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FL1654-R22
gka,� FL* Revision
�- Application Type
Code Version Appr
Application Status Approved
Comments
Archived
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Publications FBC Staff BCIS Site Map '
Product Manufacturer POLYGLASS USA
Address/Phone/Email 1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(954) 233-1378 Ext 242
alender@p6lyglass.com
Authorized Signature Ariel Lender
alender@polyglass.com
Technical Representative Maury Alpert
Address/Phone/Email Jill W. Newport Center Drive
Deerfield Beach, FL 33442
(912) 429-8610
MAlpert@polyglass. com
Quality Assurance Representative Ariel Lender
Address/Phone/Email 1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(954) 233-1230
ALender@polyglass. com
Category Roofing
Subcategory Modified Bitumen Woof System
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
Evaluation Report from a Florida Registered Architect or a Licens
Professional Engineer
Evaluation Report - Hardcopy Received
Robert Nierrinen
PE-59166
UL LLC
10/06/2018
John W. Knezevich, PE
Validation Checldist - Hardcopy Received
FL1654 R22 "COI 201761 COI Nieminen.pd
Referenced Standard and Year (of Standard) Standard
ASTM.D6162
ASTM D6163.
ASTM D6164
ASTM D6222
Year
2008
2008
2011
2011
.org/pr/pr_app dN.asp�Clparerr�wGEVXQwtD4WQu2W%o2bnFgUPJLpvkpKxAhdiq%CZfSdIP/o2bno/92tYV1 x5rxA%3d%3d 1/2
` Florida Building Code Online
.514/2018 . 2009
AST M D6509
FM 4470 2012
FM 4474 2011
UL 1897 2012
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending F13C Approval
Date Approved
Method 1 Option D
09/14/2017
09/15/2017
09/.22/2017
12/12/2017
FL # Model, Number or Name
1654.1 Polyglass SSS and, APP Modified
Bitumen Roof Systems
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-622.5
other: 1.) The design pressure in this application relates to
one particular assembly over concrete deck. Refer to the ER
Appendix for other systems and deck types. 2.) Refer to ER,
Section 5 for other Limits of Use.
Description
SBS and APP modified bitumen roof systems,
Installation Instructions
F1 1654 R22 H 2017 09 FINAL Al M POLYGLASS MO
R22�pdf
Verified By: Robert Nieminen PE-59166
Created by Independent Thins Party: Yes
Evaluation Reports
:FL1654 R22 AE 2017 09 'FINAL 'ER POLYGLASS 'MODE
R22. pdf
Created by Independent Third Party: Yes
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.:: Privacy Statement :: A�xessibillly Statement :: Refund
Under Florida law, email addresses are public records. If you do not vent your a=mall address released in response to a public -records reques
electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact850.487.139
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter455, F.S. must provide the Department with an
they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record'. If yo
supply a personal address, please provide the Department with n email address
please dick here
ad made • available to the public To determine if yo
under
apter
Product Approval Aeeepts:
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TRINITY, ERD
APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
-
Page
Table
Deck
Application
Type
Description
5
SA
Wood
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
5 9
Wood
New or Reroof (Tear -Off).
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
1B-1
Wood
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
10-11
1B 2
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
11
1C
Wood
Wood
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
12-13
1D
New, Reroof (Tear -Off) or Recover
D
Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover
14-15
3E
Wood
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover
16-21
1F-1
Wood.
New, Reroof (Tear -Off) or Recover
.
E
Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover
19-2
1F-2
Wood'
Wood
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
2
iG
Steel Structural concrete
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
22 24
2A
ZB
or
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
25-28
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
D
Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover
29-31
2C
3A
Structural concrete
New or Reroof (Tear -Off)
A-1
Bonded insulation, Bonded Roof Cover
32-40
40
38
Structural concrete
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
41-42
4A
LWIC
New or Reroof (Tear -,Off)
A-1
Bonded insulation, Bonded Roof Cover
New or Reroof (Tear -Off)'
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
43
4B
LWIC
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
44-46
4C
LWIC
..,�
New or Reroof (Tear-Offl
A-1
Bonded Insulation, Bonded Roof Cover
47
_SC
CVVI
CWF
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
49
51)
CWF
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
49
SE
Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
50.52
6A
Gypsum
Reroof (fear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
52
68
Gypsum
Y
Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
53
6C
Gypsum
Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
53
6D
Gypsum
Recover
A-1
Bonded Insulation, Bonded Roof Cover
54.58
7A
Various
Recover
F
Non -Insulated, Bonded Base Sheet, Bonded Roof Cover
58
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.
2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement:
➢ Wood: Minimum 0:75-inch penetration.
➢ Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.
Structural 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, forfoam plastic, FBC Chapter 26, when installed with the roof cover.
Exterior Research and Design, LLC, d/b/a Trinity IERD Evaluation Report P9290.02.08-1120 for FL1654-1122
_ __ _Certificate of AuthorizatloR#9503 0 EDITION (2017) FBC NON-HVHZ EVALUATION _ Revision 20: 09112/2017
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems, (570) 384=1230 — Appendixl-Page 1'of58
r' V
TRINITY I 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 Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC
Approval documentation.
Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016).
Unless otherwise noted, insulation adhesive application rates areas 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 25-301bs/square.
➢ Dow INSTA STIK Quik Set Insulation Adhesive PIS): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c.
➢ Millennium One Step F.oamable Adhesive (M-OSFA); Continuous 0.25 to 0.5-Inch wide ribbons, 12-inch o.c.
➢ Millennium PG-1 Pump Grade Adhesive (M-PG1): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c.
➢ OMG OlyBond 500 (08500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShat). Note: OlyBond Green may be used where OlyBond 500 is referenced.
OlyBond Classic (OB Classic): Full coverage at 1 gal/square.
D ICP Adhesive & Sealants CR-20: Continuous 2.573.5-inch wide ribbons, 12-Inch o.c.
➢ 'Note: When multiple loyers(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.
r. Unless otherwise noted, all insulations are flat -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 MDP listing below meets or exceeds that listed fora 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)
➢ Millennium PG-1 Pump Grade Adhesive (M-PG1): MDP -157.5 psf (Min.0.5-inch thick)
➢ OMG OlyBond 500 (08500): MDP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3)
➢ OMG OlyBond 500 (08500): MOP -187.5 psf (Min.0.5-inch thick ISO 95+GL)
➢ OMG OlyBond 500 (OB500): MDP -313.0 psf (Min. 0,5-inch thick ENRGY 3)
OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-inch thick ACFoam 11)
➢ ICP Adhesives & Sealants CR-20: MDP -117.5 psf (Min.1.0-inch thick)
8. Bonded polyisocyanurate insulation boards shall be maximum 4x4ft.
9. 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 AN51/SPRI WDl, FM Loss
Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss
Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
10. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted.
11. 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 AN51/SPRI FX-1 orTesting Application Standard TAS 105.
12. ,For existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing
roof system (for recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with
ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124.
11 For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application.
14. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC
Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-inches.
For LWC over structural concrete, reference is made to FBC Section 11317.4.1, Point 1.
Exterior Research.and Design, U.C. d/b/a Trinity(ERD Evaluation Report P9290.02.08-R20 for FL1654-R22
e EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/12/2017
Certificate of Authorization #9503
Polyglass Modified Bitumen Roof Systems; (570) 384 i?30 P Appendix of
Prepared by: Robert Nieminen, PE-59166
Entity
ERD (TST11294)
ERD (TST6049)
ERD (TST6049)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
PRI (TST5878)
PRI (TST5878)
PRI (TST5878)
PRI (TST5878)
PRI (TST5878)
PRI (TST5878)
PRI (TST5878)
PRI (TST5878)
PRI (TST5878)
Miami -Dade (CER3592)
Miami -Dade (CER1592)
UL LLC (QUA9625)
4. PRODUCT DESCRIPTION:
Examination
FM 4474/UL1897/TAS 114
FM 4474/UL1897
FM 4474/TAS 114
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
Physical Properties
Physical Properties
Physical Properties
Physical Properties
TAS 114
TAS 114
TAS 114
TAS 114
TAS 114
HVHZ Compliance
Proposal for Review
Quality Control
Reference
PLYG-CTL13945.05.17-3
PLYG-SC13945.05.17
PLYGSC15760.09.17
2W7A7.AM
OD3A3.AM
2DOAO.AM
2D5A9.AM
3006646
3001334
3001334
3000857
3004091
3006115
3012321
3014692
3014751
3007170
3019317
30.20703
3018332
3023368
3024594
3023458
3030668
3032172
3049631
3057029
PUSA-062-02-01
PUSA=061-02-02
PUSA-064-02-02
PUSA-062-02-02
PUSA-188-02-01
PUSA-188-02-02
PUSA-188-02-03
PUSA-202-02-01
PUSA-202-02-02
Various WAS
10-0823
Service Confirmation, R14571
a TRINITY , ER®
Date,
05/30/2017
05/30/2017
09/11/2017
08/04/1994
04/04/1997
12/23/1998
06/22/1999
01/04/2000
01/25/2000
02/15/2000
01/12/2000
01/12/2000
65/02/2001
07/29/2002
08/05/2003
08/27/2003
01/13/2004
06/30/2004
07/30/2004
01/31/2006
03/20/2006
05/23/2006
07/18/2006
09/12/2007
06/12/2009
04/21/2014
02/02/2017
12/04/2007'
01/28/2008
02/27/2008
12/04/2008
02/08/2017
02/08/2017
02/08/2017
05/17/2017
05/17/2017
Various
10/12/2010
Exp.10/06/2018
This Evaluation Report covers Polyglass Modified Bitumen Roof Systems installed in accordance with Polyglass USA,
Inc. published installation instructions and the Limitations / Conditions of Use herein. The following Polyglass
mh�an6e make u- the suhiect systems.
TABLE 1: ROLL -GOODS FOR POLYGLASS MODIFIED BITUMEN ROOF SYSTEMS
Type
Product
Speclfiwtion
Reference
Grade
Type
Base Sheets
Polyglass G2 Base
ASTM D4601
N/A
II
Polynex SA Base
Polyglass APP Base
ASTM D4601
ASTM D6509
N/A
N/A
II
N/A
Exterior Research and Design, LLC.
Certificate of Autharization #9503
Evaluation Report P929D.02.08-R20
EDITION '(2017) FBc NON-HVHZ EVALUATION F,L1654-R22
Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Revision 20:09/12/2017
Page 3 of 6
k
TRINITY, ERD
TABLE 1(CONTINUED)
RCILL'GOODS,FOR POLYGLASS MODIFIED BITUMEN :ROOF,SYSTEMS
Type
Product
Specification
-
Reference
G rade
Type
SB5 Membranes
Polygiass HT Base 650
ASTM D6162
S
III _.
Elastobase
ASTM D6163
S
I
Elastoflex V
ASTM D6163
S
I
Elastoflex SA V Base
ASTM D6163, Table 2
S
I
�,Elastofl0 V 1FRBase'
ASTM D6163, Table 2
S
I
Elastoflex 5A V`Plus " "
. ASTM D6163 _
S
I
Elastoflex SA V Plus FR
ASTM D6163
S
I
Elastobase Poly
ASTM D6164
S
I
Elastoflex S6
ASTM D6164
S "
Elastoflex S6 Type II,
ASTM D6164
5
II
Elastoflex VG
ASTM D6163
G
I
Elastoflex VG FR
ASTM D6163
G
I
,.
SBS Membranes
Elastoflex 56 G _ _ _ __
ASTM D6164
G
Elastoflex S6 G FR
ASTM D6164
G
I
Polvfresko G SBS (sand orpoly-film backed)
ASTM D6164
G
I
Polyfresko G SBS FR (sand or poly -film backed)
ASTM D6164
G
I_
Elastoshield TS G
ASTM D6164
G
I
Elastoshleld TS G FR
ASTM D6164
G
I
Elastoflex SA P
ASTM D6164
G
I
Elastoflex SA P FR
ASTM D6164
G
I ,
Polyreflect
ASTM D6164
S
I
APP Membranes
Polyflex
ASTM D6222
S
I
Polyflex G
ASTM D6222
G
I
Polyflex G FR
ASTM D6222
G
I
Polyfresko G
'ASTM D6222
G
I
Polyfresko G FR
ASTM D6222
G
1
Pol bond
ASTM D6222
S
I
Polybond G
ASTM D6222
G
I
i;P,61 Fl 0 P, .:.
ASTM D6222
G
Polyflex SA P FR
ASTM D6222
G
I
Polyfresko G SA
ASTM D6222.
G
I
Polykool
ASTM D6222
S
I
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity) 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.
5.2 This Evaluation. Report is not for use in FBC HVHZ jurisdictions.
5.3 Refer to a current Approved Roofing Materials Directory for fire ratings of this product.
5.4 For steel deck installations, foam plastic insulation shall be separated from the building interior "in accordance
with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply.
5.5 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.
5.6 For recover installations, the existing roof shall be examined in accordance with FBC 1511.
Exterioi Research and Design, U.C. Evaluation Report P9290.02.08-R20
Certificate of Authorization t/9503 6?"EDITION (2017)FBC `NON-HVHZ.EVALUATION FL1654=R22
Polyglass Modified Bitumen Roof. Systems; (570) 384.1230 Revision20.09/12/2017
Page 4 of 6
""i TRINITYERA
TABLE 1F-2: WOOD DECKS- NEW CONSTRUCTION, REROOF(TEAR-OFF) oR RECOvER
SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET (SCREWS & PLATES), BONDED ROOF COVER
System
Base Sheet
I Roof cover (Note is)
MOP
No.
Deck (Note 1)
Type
Fasten
Attach
Base Ply
Cap
iPsf)
SELF -ADHERING BASE PLY:•:
Min.19/32-
Elastobase, Elastobase P
Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast #14
12-in6 o.c. In 4-inch lap and 12-inch o.c. in two
SSS-SA
SBS-SA, APP-SA, SBS-
-52.5`
W 136
inch plywood
(poly -film top)
or Trufast 3" Metal Insulation Plate with Trufast HD
(2), equally spaced, staggered center rows
TA, APP-TA
Min.19/32-
Elastobase, Elastobase P
Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast #14
12-inch o.c. in 4-inch lap and 12-inch o.c. in two
Polyflex SA Base
APP-TA
-52.5`
W 137
inch plywood
(poly -film top)
or Trufast 3" Metal Insulation Plate with Trufast HD
(2), equally spaced, staggered center rows
W-138
Min.19/32-
Elastobase, Elastobase P
OMG Flat Bottom Plates (square) with Roofgrip #12
12-Inch o.c. In 4-Inch lap and 12-inch o.c. in two
SBS-SA
SBS-SA, APP-SA, SBS-
60.0`
,inch plywood
(poly -film -top)
(2), equally spaced, staggered center rows
TA, APP-TA
W-139
Min.19/32-
Elastobase, Elastobase P
OMG flat Bottom Plates (square) with Roofgrip #12
12-inch o.c. In 4-inch lap and 12-1nch o.c. in two
Polyflex SA Base
APP-TA
-Isov
inch plywood
(poly -film top)
(2), equally spaced, staggered center rows
TABLE 16: WOOD DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER
System
Deck (Note i)
Primer
Roof Cover (Note 15)
MDP (psf)
Joint Treatment
Base Ply
Ply
Cap Ply
No.
10.f140f�
Nane _?
None1 t ��rr , c 1 ti,� t'r
F
5855A -_
(OptioRal)'SBS-SA SBS-
an:'
-SBS-SA APP- A;S$S
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W-141
Min.15/32-
(Optional) PG100
None
Polyflex SA Base
(Optional)APP-TA
APP-TA
90.0
inch plywood
W-142
Min.15/32-
PG100
None
SBS-SA
(Optional) SBS-SA, SBS-
SBS-SA,APP-SA,SBS-
97.5
inch plywood
TA, APP-TA
TA, APP-TA
?ulin.15/32-
Plywood joints arecovered with 4-inch wide strips of Elastoflex SA V Plus, rolled Into
Elastoflex SA V Base or
(Optional) SBS-SA, SBS-
SBS-SA, APP-SA, SBS-
.97 5
W-143
inch plywood
(Optional) PG100
place to create continuous bond.
Elastoflex SA V FR.Base
TA, APP-TA
TA, APP TA
W 144
Min.15/32-
WB-3000
None
SBS-SA
(Optional)
SBS-SA, APP-SA, SBS-
_105.0
inch plywood
TA, APP-TA
MIn.15/32-
Plywood joints are covered with 4-Inch wide strips of Elastoflex SA V Plus, rolled Into
Elastoflex SA V Plus or
(Optional) SBS-SA, SBS-
SBS-SA, APP-SA, SBS-
W-145
inch plywood
(Optional) BG300
place to create continuous bond.
I Elastoflex SA V Plus FR
TA, APP:TA
TA, APP-TA
-135.0
W-146
Min.15/32-
(Optional) PG100
Plywood joints.are covered with 4-Inch wide strips of Elastoflex SA V Plus, rolled Into
Polyflex SA Base
(Optional) APP-TA
APP TA
-135.0
inch plywood
place to create continuous bond.
Exterior Research and Design, LLC. d/b/a Trinity ( ERD Evaluation Report P9290.02.08-920 for Fu654,RZ2
Certificate of Authorization N9503 - _ _ _ 6r" EDITION (2017) FBC NON-HVHZ EVALUATION _ _ Revision 20: 09/12/2017
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems, (570) 384-1230 Appendix 1, Page 21 of 58