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> gp,olicatign Llst > Application Detail
FL1654-R22
Revision
2017
Approved
POLYGLASS USA
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(954) 233-1378 Ext 242
alender@polyglass.com
Ariel Lender
alender@polygla ss. c o m
Maury Alpert
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(912) 429-8610
MA[pert@polyglass.com
Ariel Lender
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(954) 233-1230
ALender@potyglass.com
Roofing
Modified Bitumen Roof System
Evaluation Report from a Florida Registered Architect or a Licens
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nieminen
Evaluation Report'
Florida License I PE-59166
Quality Assul'ancre Entity UL LLC
Quality Assurance Contract Expiration Date 10/06/2018
Validated By John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of
Referenced Standard and Year (of Standard)
Fi 1654 R22 COI 2017 01 COI Nieminen.pd
Standard
Year
ASTM D6162
2008
ASTM D6163
2008
ASTM D6164
2011
ASTM D6222
2011
pQplA61KxA lgvCZfSdk%o2fiv1%2f1' W)5ryA%3d%3d
1/2
5/4/2018 Florida Building Code Ordir•' —
ASTM D6509 2009
• 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 FBC Approval
Date Approved
Method 1 Option D
09/14/2017
09/15/2017
09/22/2017
12/12/2017
FL # Modell Number or Name Description
1654.1 Polyglass SBS and APP Modified�SBS and APP modified bitumen roof systems
Bitumen Roof Systems `� A
Limits of Use Installation Instructions
Approved for use in HVHZ: No I F d 6 A P Y�
Approved for use outside HVHZ: Yes " - f
Impact Resistant: N/A I 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 relates to i Evaluation Reports
one particular assembly over] concrete deck. Refer to the ER FL1654 R22 AE 2017 09 FINAL ER POLYGLASS MODE
Appendix for other systems and deck types. 2.) Refer to ER, I R22.pdf
Section 5 for other Limits oi, Use. 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 WEED employer. Qg,(lytight 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: $efun
Under Florida law, email addresses are public records. If you do not want your e-mail 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 contact 850.487.139
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, 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 addressi please provide the Department with an email address which can be made available to the public To determine if yo
under Chapter 455, F.S., please dick here_.
Product Approval Accepts:
I Credit Card
Safe
1
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1
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hitp gMww.floridabuilcirig.org/pr/pr_app dU.aspX?pararrl=wGEVXQwtDq%gqu2W%2bnFgUPv2pw6pKxAhdlgvCZfSdIP/o2bn*lo2fYWFx5rxA%3d%3d 2J2
i
APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
Table
Deck
Application
Type
Description
Page
1A
Wood
New or Reroof (Tear -Off)
A-1
Banded Insulation, Bonded Roof Cover
5
1B-1
Wood
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
5-9
1B-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
31
1D
Wood
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
12-13
3E
Wood
New, Reroof (Tear -Off) or Recover
D
Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover
14-25
1F-1
Wood
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover
16-18
1F-2
Wood
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover
19-21
1G
Wood
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
21
2A
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
22-24
2B
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
25-28
2C
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
D
Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover
29-31
3A
Structural concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
32-40
3B
Structural concrete
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
40
4A
LWIC
New or Reroof (Tear -Oft)
A-1
Bonded Insulation, Bonded Roof Cover
41-42
4B
LWIC
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
43
4C
LWIC
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
44-46
5A
CWF
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
47
SB
CWF
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
48
--SC----_CWF
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
49
50
CWF_
New, Reroof (rear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
49
SE
CWF __----Ngww, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
49
6A
Gypsum
Reroof (Tear -Off)—_
A-1
Bonded Insulation, Banded Roof Cover
50-52
6B
Gypsum
Reroof (Tear -Off) or Recover -A 2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
52
6C
Gypsum
Reroof (Tear -Off) or Recover
C
`Mech. Attached Insulation, Bonded.Roof Cover
53
6D
Gypsum
Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech.—Attached Base Sheet, Bonded Roof Cover
53
7A
Various
Recover
A-1
Bonded Insulation, Bonded Roof Cover
54-58
7B
Various
Recover
F
Non -Insulated, Banded Base Sheet, Bonded Roof Cover �i
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.
D Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.
D 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 CIA
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, LLC. d/b/a Trinity) ERD
Certificate of Authorization #9503
Prepared by: Robert Nleminen, PE-59166
61 EDITION (2017) FBC NON.HvHz EVALUATION
Polygiass Modified Bitumen Roof Systems; (S70) 384-1230
Evaluation Report P9290.02:08-1120 for FL1654-R22
Revision 20: 09/12/2017
Appendix 1, Page 1 of 58
TPJNITY ERD
4. 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.
5. 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).
6. 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 25-30lbs/square.
➢ Dow INSTA STIK Quik Set Insulation 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.
➢ Millennium PG-1 Pump Grade Adhesive (M-PG1): 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.
` ➢ OlyBond Classic (08 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 layersfs) of insulation and/or coverboard are Installed in ribbon -applied adhesive, board joints shall be staggered.
D 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.
7. 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-PG3): MDP -157.5 psf (Min. 0.5-inch thick)
➢ OMG OlyBond 500 (06500): 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.OlyBt500 (OB500): MDP -487.5 psf (Min. 0.5-inch thick ACFoam II)
➢ ICP Adhesives 9 Sealants CR_20: MDP -117.5 psf (Min.1.0-inch thick)
8. Bonded polyisocyanurate insulation boards shall be maximum 4-x.4-ft.
9. For mechanically attached components or partially bonded insulation, the maximum d0gn-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 prof less onal-to-resist t�levated pressure criteria. Commonly used methods are AN51/SPRI WD1, 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 a-tional-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.
13. 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 1917.4.1„Point 1.
Exterior Research and Design, U.C. d/b/a Trinityl ERD Evaluation Report P9290.02.08-R20 for FU654-M
Certificate of Authorization #9503 GP EDITION (2017) FBC N0N-HVHZ EVALUATION Revision 20: 09/12/2017
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Appendix 1, Page 2 of 58
TRI Vf f ER
Entity
Examination
Reference
Date
ERD (TST11294)
FM 4474/UL1897/TAS 114
PLYG-CTL33945.05.17-3
05/30/2017
ERD (TST6049)
FM 4474/UL1897
PLYG-SC13945.05.17
05/30/2017
ERD (TST6049)
FM 4474/TAS 4
PLYG-SC15760.09.17
09/11/2017
FM Approvals (TST1867)
FM 4470
2W7A7.AM
09/04/1994
FM Approvals (TST1867)
FM 4470
OD3A3.AM
04/04/1997
FM Approvals (TST1867)
FM 4470
2DOAO.AM
12/23/1998
FM Approvals (TST1867)
FM 4470
2D5A9.AM
06/22/1999
FM Approvals (TST1867)
FM 4470
3006646
01/04/2000
FM Approvals (TST1867)
FM 4470
3001334
01/25/2000
FM Approvals (TST1867)
FM 4470
3001334
02/15/2000
FM Approvals (TST1867)
FM 4470
3000857
01/12/2000
FM Approvals (TST1867)
FM 4470
3004091
01/12/2000
FM Approvals (TST1867)
FM 4470
3006115
05/02/2001
FM Approvals (TST1867)
FM 4470
3012321
07/29/2002
FM Approvals (TST1867)
FM 4470
3014692
08/05/2003
FM Approvals (TST1867)
FM 4470
3014751
08/27/2003
FM Approvals (TST1867)
FM 4470
3007170
01/13/2004
FM Approvals (TST1867)
FM 4470
3019317
06/30/2004
FM Approvals(TST1867)
FM 4470
3020703
07/30/2004
FM Approvals (TST1867)
FM 4470/4474
3028332
01/31/2006
FM Approvals (TST1867)
FM 4470/4474
3023368
03/20/2006
FM Approvals (TST1867)
FM 4470/4474
3024594
05/23/2006
FM Approvals (TST1867)
FM14470/4474
3023458
07/18/2006
FM Approvals (TST1867)
FM 4470/4474
3030668
09/12/2007
FM Approvals (TST1867)
FM 4470/4474
3032172
06/12/2009
FM Approvals (TST1867)
FM 4470/4474
3049631
04/21/2014
FM Approvals (TST1867)
FM 4470/4474
3057029
02/02/2017
PRI(TSTS878)
Physical Properties
PUSA-062-02-01
12/04/2007
PRI (TST5878)
Physical Properties
PUSA-061-02-02
01/28/2008
PRI(TST5878)
Physical Properties
PUSA-064-02-02
02/27/2008
PRI (TST5878)
Physical Properties
PUSA-062-02-02
12/04/2008
PRI(TSTS878)
TAS 114
PUSA-188-02-01
02/08/2017
PRI (TST5878)
TAS 114
PUSA-188-02-02
02/08/2017
PRI (TST5878)
TAS 114
PUSA-188-02-03
02/08/2017
PRI (TST5878)
TAS 114
PUSA-202-02-01
05/17/2017
PRI (TST5878)
TAS 114
PUSA-202-02-02
05/17/2017
Miami -Dade (CER1592)
HVHZ Compliance
Various NOAs
Various
Miami -Dade (CER1592)
Proposal for Review
30-0823
10/12/2010
UL LLC (QUA9625)
Quality Control
Service Confirmation, R14571
Exp.10/06/2018
4. PRODUCT DESCRIP-
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
membranes make up the subject systems.
' TABLE 1: ROLL -GOODS FOR POLYGLASS MODIFIED BITUMEN ROOF SYSTEMS
Type (
Product
Specification
Reference
Grade
Type
Base Sheets
Polyglass G2 Base
ASTM D4601
N/A
II
Polyflex SA Base
ASTM D4601
N/A
II
Polyglass APP Base
ASTM D6509
N/A
N/A
1
Exterior Research and Design, I.I.C.
Certificate ofAuthori:ation #9503
I
I
Evaluation Report P9290.02.08-R20
6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL1654-R22
Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Revision 20: 09/12/2017
Page 3 of 6
¢fad 1{ 8 1 -.-- ` i t
TABLE 1(CONTINUED): ROLL -GOODS FOR POLYGLASS MODIFIED BITUMEN ROOF SYSTEMS
Type
I Product
Specification
Reference
Grade
Type
SOS Membranes
Polyglass HT Base,650
ASTM D6162
S
III
Elastobase I
ASTM D6163
S
I
Elastoflex V I
ASTM D6163
S
I
Elastoflex SA V Base
ASTM D6163, Table 2
S
1
E4astoftex SA V FR Base
ASTM D6163, Table 2
S
I
E as o ex In
ASTM D6163
S
I
Elastoflex SA V Plus FR
ASTM D6163
S
I
Elastobase Pol I
ASTM D6164
S-
I
Elastoflex S6 I
ASTM D6164
S
I
Elastoflex S6 Type 11
ASTM D6164
S
11
Elastoflex VG I
ASTM D6163
G
I
Elastoflex VG FR
ASTM D6163
G
I
SOS Membranes
Elastoflex S6 G
ASTM D6164
G
I
Elastoflex S6 G FR
ASTM D6164
G
I
Polyfresko G SOS sand or poly -film backed
ASTM D6164
G
I
Polyfresko GiSBS FR sand orpoly-film backed)
ASTM D6264
G
I
Elastoshield ITS G
ASTM D6164
G
I
ElastoshieldlTS G FR
ASTM D6164
G
I
Elastoflex SA P
ASTM D6164
G
I
Elastoflex SA P FR
ASTM D6164
G
I
Polyreflectl
ASTM 06164
S
I
APP Membranes
Polyflex I
ASTM D6222
S
I
Polyflex G I
ASTM D6222
G
I
Polyflex GIFR
ASTM D6222
G
I
Polyfresk6 G
ASTM D6222
G
1.
Polyfresko G FR
ASTM D6222
G
I
Polybond
ASTM D6222
S
I
Polybond_G
ASTM D6222
G
I
Palyfl�x SAP
ASTM D6222
G
I
o yflexj A R
ASTM D6222
G
I
Polyfreiko G SA
ASTM D6222
G
I
Polykool
ASTM D6222
5
1
5. LIMITATIONS:
5.1
This is a building code
Designer of Record for ai
for permitting or design 1
5.2•
This Evaluation Report is
5.3
Refer to a current Appro,
5.4
For steel deck installatioi
with FBC 2603.4 unless tl
5.5
The roof system evalu
members shall be in
Jurisdiction. Load resisat
Approval documentation
5.6
For recover installations,
aluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the
project on which this Evaluation Report, or previous versions thereof, is/was used
dance unless retained specifically for that purpose.
It for use in FBC HVHZ jurisdictions.
i Roofing Materials Directory for fire ratings of this product.
foam plastic insulation shall be separated from the building interior in accordance
exceptions stated in FBC 2603.4.1 and 2603.6 apply.
n herein pertains to above -deck roof components. Roof decks and structural
ordance with FBC requirements to the satisfaction of the Authority Having
ice of the roof deck shall be documented through proper codified and/or FBC
the existing roof shall be examined in accordance with FBC 1511.
I
I
Exterior Research and Design, LLC. I
Certiflcote of Authorization #9503 1 6 EDITION (2017) FBC NON-HVHZ EVALUATION
I Polyglass Modified Bitumen Roof Systems; (570) 384-1230
I
I
Evaluation Report P9290.02.08-R20
FL16S4-R22
Revision 20: 09/12/2017
Page 4 of 6
TRINITY Eta
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
Roof Cover (Note 15)
MDP
No.
I Deck (Note 1)
Type
Fasten
Attach
Base Ply
Cap
(PsQ
SEIF-ADHERING BASE PLW..
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
SBS-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
W-137
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 me in two
Polyflex SA Base
APP TA
-52.5•
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-inch a.c. in two
Polyflex SA Base
APP-TA
60.0 ,
inch plywood
(poly -film top)
(2), equally spaced, staggered center rows
TABLE iG: WOOD DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER
System
Deck (Note 1)
Primer
Roof Cover (Note 15)
MOP (psi)
Joint Treatment
Base Ply
Ply
Cap Ply
No.
W-140
frfin,.i5/32-
Norse
None
SBS SA
L1ptEonai SBS-SA SBS
BS Sq,APP-SA,S10
90:0
plywood
�R_T
W-141
Min.15/32-
(Optional) PG100
None
—RolyflexSA Base
(Optional) APP-TA
APP TA
-90.0
inch plywood
W-142
Min. 15/32-
PG300
None
SBS-SA
(Optional) SBS-SA, SBS-
SBS-SA, APP-SA, SBS-
97 5
inch plywood
TA, APP-TA
TA, APP-TA
W-143
Min.15/32-
(Optional) PG100
Plywood joints are covered 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
inch plywood
place to create continuous bond.
Elastoflex SA V FR Base
TA, APP-TA
TA, APP-TA
W-144
Min.15/32-
W 8-300D
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-
(Optional) PG100
place to create continuous bond.
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
APPTA
135.0
Inch plywood
place to create continuous bond.
Exterior lResearch and Design, LLC. d/b/a Trinity' ERD
Certificate of Authorization f19S03
Prepared by: Robert Nieminen, PE-59166
0 EDITION (2017) FBC NON-HVHZ EVALUATION
Polyglass Modified Bitumen Roof Systems; (570) 384-IM
Evaluation Report P9290.02.08-R20 for FL1654-R22
Revision 20: 09/12/2017
Appendix 1, Page 21 of 58