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Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Errol
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
(RINOVICTOFIGIRRECORD
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Ertel
Category
Subcategory
Comlplance 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
FL1654-R22 /1
Revision 5"-r' P—U e"- 2017 T. LU✓CIE COUNTY EUIU5ING
Approve YtEVIEWED FOR COMPLIANCE,
PLANS AND PERMIT MUST BE KftPTON JOB
SITE OR NO INSPECTIONS) IL E MADE
POLYGLASS USA ,
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(954) 233-1378 Ext 242
ale-nder@polyglass.com
Ariel Lender
alender@polyglass.com
Maury Alpert
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(912) 429E PLANS AND ALL PROPOSED WORK
MAipert@ UBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
Ariel LendWr.�AYr.,,�BIE NERC7E�SiSSLALRY IN ORDER
L ODES.
TO
1111 W. NenpOft� 4ti!'f'frDrrve
Deerfield Beach, FL 33442
(954) 233-1230
ALender@polyglass.com
Roofing
Modified Bitumen Roof System
Evaluation Report from a Florida Registered Architect or a Liters
Professional Engineer
Evaluation Report - Hardcopy Received
Robert Nieninen
PE-59166
UL LLC
10/06/2018
John W. Knezevlch, PE
Validation Checidist - Hardcopy Received
F11654 R22 COT 2017 01 COI Nierrfnen.gdf
Referenced Standard and Year (of Standard) Standard
ASTM D6162
ASTM D6163
ASTM D6164
ASTM D6222
htlps:fwt'mfloddaW1dng•orgWpr apP_dtl.aapr(7paralrFtSCaEVXOt+tDQWgi2vi/o26nF0UPrQrA6qCxAlIdIUICZfBdIP/o26ct%2FY41IFl6rjA-A3d%Wz
Year
2008
2008
2011
2011
.514/20f8
Florida Building Code Online
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 Method 1 Option D
Date Submitted
09/14/2017
Date Validated
09/15/2017
Date Pending FBC Approval
09/22/2017
Date Approved
12/12/2017
F16-14.
Model, Number or Name Descripti�,=Idifld
Polyglass SBS and APP ModiFled SBS and on
bitumen roof systems
bitumen Roof Systems
Limits of Use Installation instructions
Approved for use in HVHZ: No FL1654 R22 11 2017 09 FINAL Al ER MO
Approved for use outside HVHZ: Yes R22.Rdf
Impact Resistant: N/A Verified By: Robert Nieninen PE-59166
Design Pressure: +N/A/-622.5 Created by Independent Third Party: Yes
Other: 1.) The design pressure In this application relates to Evaluation Reports a FINAL.Ft on vn. ncc MnnR
one particular assembly over concrete deck. Refer to the ER F "" ^
22 Appendix for other systems and deck types. 2.) Refer to ER, B22.9ff " w c '^
Section 5 for other Urrits of Use. Created by Independent Third Party: Yes
EE 0
Canto US:: 2601 BlairSton, Road, Tallahassee FL 32399 Phone: 850.487-1 S24
The State of Florida Is an Av/ employee C.,yriaht 2007-2913 St t of Florida :: Pd Statement :: A eibll�x p N stateyent:: Refund
untler Flanda law, email addresses are public records. If you do not vent your a -mall address released In response to a publlurecords Mques
electronic mail M this entry. Instead, contactthe office by phone or by tradidonaI 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 455, F.S. must provide the Depaament wlth an
they have one. The emails provided may be used foroffidal communication with Me Ilmnsee. However email addresses are public record. If yo
supply a personal address, please pmvide Me Department vain an email address web can be made available te Me public To determine if yo
under Chapter455, F.S., please dick hem
Product Approved Accepts:
Credit Card
Safe
httsJAvmxfloridabuilding.ag/pr/prapp O.a5p(7pwamxGEVXCMDgWqu2v//o2bnFgUPt4n6pKOhdN%CZfSdha/o2bny-ZYWF)&Ap/a2d%3d 212
TRINITY - ERD
Table
Deck
Appncxuon -Tw
..�.,..,r.,..,•
5
1A
Wood
New of Reroof (rear -Off) A-1
Bonded Insulation, Bonded Roof Cover
19-1
Wood
New or Reroof (rear-" A-2
Mech.Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
5-9
I3-2
Wood
New, Reroof (Tea r-Offl or Recover A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Banded Roof Cover
10-11
1C
Wood I
New, Reroof (Tea r-Of) or Recover B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
11
ID
Wood
New, Reroof (Tear -Off) or Recover C
Mech. Attached Insulation, Bonded Roof Cover
12.13
lE
Wood
New, Reroof (Tear -Off) or Recover D
Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover
14-15
Wood
New or Reroof (Tear -Off) E
Non -insulated, Mach. Attached Base Sheet(nails), Bonded Roof Cover
16-18
SF-1
'- 1F-2
Wood
New, Reroof(Tear-Otf)or Recover E
Non -Insulated, Mech. Attached Base Sheet (screws & plates), Banded Roof Cover
10-21
1G
Wood
New or Reroof (Tear -Oft) 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
2S-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
Strocurel concrete
New or Reroof (Tear -Off) A-1
Bonded Insulation, Bonded Roof Cover
32-40
3B
Structural concrete
New or Reroof (Tear -OH) F
Non -Insulated, Bonded Roof Cover
40
4A
LWIC
New or Reroof (Tear -off) A-1
Bonded Insulation, Bonded Roof Cover
47.42
48
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
Nan-insulated,Mech. Attached Base Sheet Bonded Roof Cover
4446
SA
CWF
New or Reroof (Tear -Oft) A-1
Bonded Insulation, Bonded Roof Cover
41
511
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
SD
CWF
New, Reroof (Tear -Off) or Recover C
Mech. Attached Insulation, Bonded Roof Cover
49
5E
CWF
New, Reroof (Tear-Off)or Recover E
Non -Insulated, Mach. Attached Base Sheet, Bonded Roof Cover
49
6A
Gypsum
Reroof (Tear -Off) A-1
Bonded Insulation, Bonded Roof Cover
SO-52
60
Gypsum
Remof(Tear-Off) or Recover A-2
Mech. Attached Anchor5heet, Bonded insulation, Bonded Roof Cover
52
6C
Gypsum
Reroof (Tear -Off) or Recover C
Mech. Attached Insulation, Bonded Boof 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, Bonded Base Sheet, Bonded Roof Cover
58
The following t s pn2tIE 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:
D Wood: IMInImum
0.75-inch penetration.
➢ Steel: IMinimum
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 manufacturers published Installation instructions.
3.
Unless otherwise noted, thsulation may be any one layer or combination of polylsocyanurate,
polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral -wool roof hoard that meets the CA
requirements of F.A.C. Rule 61620.3 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, LLG d/b/a Trinity IERD
Evaluation Report P9290.02.08-R20 for F31654-R22
Revision 20.09112/2017
Certificate of Authorization k9503 -
0 EDITION (2017) FBC NON-HVM2 EVALUATION
Polyglass Modified Bitumen Roof Systems (570) 364-IBO
Appendix 1, Page 1 of 58
Prepared
by: Robert Nieminen, PE-59166
TRINITY 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.
S. 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 are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's publishedlnstrucdons.
D Hot asphalt (HA): Full coverage at 25-30lbs/square.
D Dow INSTA STIK Cluik Set Insulation Adhesive(0-IS): Continuous 0.75 to 1-inch wide ribbons, 12-Inch o.c.
D 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-PG3): 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 SpotShot).Note: OlyBond Green may be used where OlyBand 500 is referenced.
D OlyBond Classic(OB Classic): Full coverage at l gal/square.
>ICP Adhesive &Sealants CR-20: Continuous 2.5-3.5-Inch wide ribbons, 12-inch o.c.
D Note: When multiple layers(s) of lnsulaaon and/or mverboard are Installed in r bbonapplledadhesive, boaMJolntsshall be staggered.
D Note: The maximum edge distance from the adhesive ribbon to the edge oJthe insulation board shall be not less than one-half the specked ribbons spacing.
7. Unless otherwise noted, all Insulations are flat -stock or taper board of the minimum thickness noted. Tapered pulylsucyanurate 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 MDP listing below meets orexceecis 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:
D Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psi (Min. 0.5-inch thick)
D Millennium PGA Pump Grade Adhesive(M-PGI): MDP -157.5 psf (Min. 0.54nch thick)
> OMG Olyeond 500(015500): MDP -45.0 psf (Min. 0.54nch thick Multi -Max FA-3)
D OMG OlyBond SDO (O0500): MDP -187.5 psf (Min. DS-Inch thick ISO 95+GL)
➢ DRAG OlylJond 500 (00500): MDP -315.0 psf (Min. OS -Inch thick ENRGY 3)
> OMG OhBond 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 polyisoryanurate insulation boards shall be maximum 4 x4ft.
9. For mechanically attachedcomponents 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 ANSI/SPRI WDL FM Loss
Prevention Data Sheet 1.29, Roofing Application Standard RAS 217 and Roofing Application Standard RA5137. 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 attachedl 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 or Testing Application Standard TA5105.
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 TA5124.
13. For Recover Applications wing 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-coatthickness Is 2-Inches.
For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1.
Exterior Research and Design, LLC d/b/a Trinity IERD Evaluation Report P9290.02.08-1120 for i11654.RZ2
Certificate of Authorization H9503 lin EDITION 12017) FBC NON-HVHZ EVALUATION Revision 20; 09/12/2017
Prepared by: Robert Nleminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384.1230 Appendix 1, Page 2 of SB
gniity
ERD (r5T11294)
ERD (TST6049)
ERD(TST6049)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (T5T1867)
FM Approvals (TSr1867)
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 MS878)
FRI(TSr5878)
PRI (TST5878)
PRI W5878)
Miami -Dade (CER1592)
Miami -Dade (CER1592)
Li (QUA962S)
4. PRODUCT DESCRIPTION:
Examination
FM 4474/UL1897/TA5 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-CrIL13945.05.17-3
PLYG-SC13945.05.17
PLYG-SC15760.09.17
2w7A7.AM
OD3A3.AM
2DOAO.AM
2DSA9AM
3006646
3001334
3001334
3000857
3004091
3006115
3012321
3014692
3014751
3007170
3019317
3020703
3019332
3023368
3024594
3023458
3030669
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 NOAs
10-0823
Service Confirmation, R14571
TRINITY ERD
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
OS/02/2001
07/29/2002
08/05/2003
08/27/2003
01/13/2004
06/30/2004
07/30/20M
01/31/2006
03/20/2005
05/23/2006
07/18/2006
09/12/2007
06/12/2009
04/21/2014
02/02/2017
12/04/2007
01/28/2009
02/27/2009
12/04/2008
02/O8/2D17
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
mr.o ma4aun the suhiprt systems.
TABLE 1: ROLL -GOODS FOR POLYGLASS MODIFIED BITUMEN ROOF SYSTEMS
Type
Product
Specification
Reference
Grade
T e
Base Sheets
Polyglass G2 Base
ASTM 04601
N/A
11
Polytiex SA Base
ASTM D4601
I N/A
II
Polyglass APP Base
ASTM D6509
I N/,4
I N/A
Exterior Research and Design, U.C. - Evaluation Report P9290.02.08-R20
Cearlkate u/Authodrotion p9503 e EDITION (20171 FBC NON-HWZ EVALUATION FL7654-R22
Polyglass Madi led Bitumen Roof Systems, (S70) 394-MO Revision 20:09/12/2017
Page 3 of 6
TRINITY ERD
TABLE 1(CONTINUED): ROLL -GOODS FOR POLYGIASS MODIFIED BITUMEN ROOF SYSTEMS'
Type
Product
Spedffmtion
Reference
Grade
Type
SB5 Membranes
Polyglass HT Base 650
ASTM D6162
S
In
Elastobase
ASTM-D6163-
ElastaflexV -
ASTM D6163
S
I _
EI se
ASTM D6163, Table 2
S
I
tElattofleXSAVFR;Base�
ASTM D6163, Table 2
5
I
ASTM D6163 _
5
I
Elastoflex SA Plus FR
ASTM D6163
5
I
Elastobase Poly
ASTM D6164
5
1
Elastoflex 56
ASTM D6164
5
1
Elastoflex SBType 11
ASTM D6164
S
II
Elastoflex VG
ASTM D6163
G
I
Elastoflex VG FR
ASTM D6163
G
I
SBS Membranes
Elastoflex S6 G
ASTM D6164
G
I
Elastoflex 56 G FR -
ASTM D6164
G
I
Polyfresko G SBS (sand orpoly-film backed)
ASTM D6164
G
I _
Polyfresko G SRS FR (sand or poly -film backed)
ASTM D6164
G
I
Elastoshield TS G
ASTM D6164
G
I
Elastoshieid TS G FR
ASTM D6164
G
i
Elastoflex SA P
ASTM 06164
G
1
Elastoflex SA P FR
ASTM D6164
G
I
Polyreflect
ASTM D6164
S
I
APP Membranes
Polyflex
ASTM D6222
S
1
PolyflexG
ASTM D6222
G
I
Polyflex G FR
ASTM D6222
G
I
Polyfresko G
ASTM D6222
G
1
Polyfresko G FR
ASTM D6222
G
I
Pol bond
ASTM D6222
S
I
Pol and G
ASTM 06222
G
I
_eoweiSA$'"^:.
Polyfley SkfTR
ASTM D6222
ASTM D6222
G
G
I
I
Polyfresko GSA
ASTM D6222
G
I
Polykool
ASTM D6222
5
I
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project an which this Evaluation Report, or previous versions thereof, is/was used
for permitting or design guidance unless retained specifically forthat 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 2603.4.2 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 F8C 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.
Exterior Research and Design, U.C. Evaluation Report P9290.02.08-R20
CertdkvW Of Authorimrion#9503 e EDITION (2017) FBC NON-HVHZ EVALUATION FL1554-R22
Polyglass Moddied Bitumen Roof Systems; (5701384-1230 Revision 20:09/12/2017
Page 4 of 6
`.`I TRINITY ERD
TABLEIF-2: WOOD DECKS— NEW CONSTRUCTION, REROOF(TEAR-OFF)OR REMOVER
SYSTEMTYPEE: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET (scams &PLATES), BONDED ROOF COVER
System
Deck 1)
Base Sheet
ove RMICr(Note15)
MDP
No.
(Note
Type
Fasten
Attach
Base Ply
Cap
(Psf)
SEIF-APHRIINGBAfEPLY::
�I,
. ... " ,.
- •
••
•....
W-136
Min. 19/32.
Elastobase, Elastobase P
Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast#14
12-Inch o.c. In 44nch lap and lDinch o.c. in two
SBS-SA, APPSA, SOS.
inch plywood
(poly lm tap)
orTlufast 3" Metal Insulation Plate with Trufast HD
(2), equally spaced, staggered center rows
S9i9A
TA, APP-TA
dL5•
W-137
Min. 19/32-
Elastobase, Elastobase P
Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast#14
124nch o.c. in 4-inch lap and 12-Inch O.C. in two
polyflex SA ease
APP-TA
-52,5•
Inch plywood
(poly -film top)
orTrufast 3" Metal Insulation Plate with TrufastHO
(2), equally spaced, staggered center rows
W-138
Mtn. 19/32-
1I811(poly base, ElastobaseP
CRAG Flat Bottom Plates(square) with Roofgrlp#12
12-inch o.c. In 4-Inch lap and 12-inch o.c. in two
SBS-SA
SBS-SA,APP-SA, SBS-
600•
Inch plywood
(poly-Blm top)
(2). equally spaced, staggered center rows
TA, AP -TA
W139
Min. 19/32-
Elastobase, ElastobaseP
OMG Flat Bottum Plates (square) with Roofgrigl2
p
12-Inch o.c. in 4-Inch lap and 12-Inch o.c in two
palyflex SA Base
APP-TA
-60.0•
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 l)
primer
Roof Cover (Note 15)
Joint Treatment
Base Ply
Ply
Cap Ply
MDP (psf)
NO.
ifG''2'403'th
A 15/33i "'I
N one ' + x ^i -t:
p
^None r,.SP ram ` sw�,,[,�• f' .� J rid`
'f-S ''i
SBS' .,
4(OPt(orid))S8%W SBS, .•
SBSSILAPA3A:5>)S`a'
J"'.a.�:iAch
plywood
-....iti:f.�x..«..,-.
ly...-._�,. .lY••Y.'FnY�"'".. 1.v
w -.
.tr.1
TA: APP-'<A._."J ..
TA, AP,0.
W-141
Min. 25/32-
Inch plywood
D tional
( P ) PG100
None
Pol Y flex SA Base
(Optional)APP-TA
APP-TA
-90.0
W 142
Min. 15/32-
PG300
None
SBS-SA
(Optional) SBS-SA, SBS.
SBS-SA, APP-SA, SBS-
g75
Inch plywood
TA, APP-TA
TA, APP-TA
W-143
Min. 15/32-
I
(Optldnal) PGI00
Plywood joints are covered with 4-Inch wide strips of Elastoflex SAV Plus, rolled into
Elastoflex SA V Base or
(Optional)SBS-SA. SBS-
SBS-SA, APP-SA,SBS-
inch plywood
place to create continuous bond.
Elastoflex SAV FR Base
TA, APP-TA
TA, APP-TA
-97S
W 144
Min. 15/32-
inchplywood
WB-3000
None
SBS-SA
(Optional)
SBS-SA, APP-SA,SBS-
-105.0
I
TA, APPTA
Min. 15/32-
(Optlonal)PG100
Plywoodjolnts arecovered vdthb-Inchwide strips of Elastoflex SAV Plus, rolled Into
Elastoflex SA V PI sor
(Optional) SBS-SA, SBS-
SBS-SA, APP-SA, SBS-
Inch inch plywood
place to create continuous bond.
Elastoflex SA V Plus FR
TAPAPP-A
TA,AP-TA
-135.0
W-146
Min. 15/32-
Plywood joints are covered With 4-inch wide strips of Elastoflex SAV Plus, rolled Into
'Inch plywood
(Optlolnal)PG300
place to create continuous bond.
PolyflexSA Base
(Optional)APP-TA
APP-TA
-135.0
Exterior Research and Design, I.I.C. d/b/a Triaityj ERD Evaluation Report P9290.02.08-R20 for FL1654-R22
Certificate of Authorization p9503 6rx EDITION (2017) FBC NON-HVH2 EVALUATION Revision 20:09/12/2017
Prepared hy: Robert Nleminen, PE-S9166 Polyglass Modified Bitumen Roof Systems (570) 3841290 Appendix 1, Page 21 of 58