HomeMy WebLinkAboutEVALUATION REPORT - MODIFIED BITUMENTRINITY I ERD
REPORT
glass USA, Inc.
Lyon Drive
ley, NV 89408
) 384-1230
SCANNTERIOR RESEARCH & DESIGN, I.I.C.
Certificate of Authorization #9503
BY. 353 Christian Street
St Lucie County Oxford, CT06478
(203) 262-9245
Evaluation Report P9Z90.OZ:08-RZO
FL1654-R22
Date of Issuance: 02/11/1008
Revision 20: 09/12/2017
his Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
Dnstruction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for
Dmpliance with the 1P Edition (2017) Florida Building Code sections noted herein.
Polyglass SBS and APP Modified Bitumen Roof Systems
Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
NTINLIED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
ality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
s Evaluation Report by the named client constitutes agreement to notify. Robert Nieminen, P.E. if the product
inges or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this
Iluation Report relative to updated Code requirements with each Code Cycle.
VERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in
/ertising literature. if any portion of the Evaluation Report is displayed, then it shall be done.in its entirety.
PECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
distributors and shall be available for inspection at the job site at the request of the Building Official.
Evaluation Report consists of pages-1 through 6, plus a 58-page Appendix.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCAANE1983
The facsimile seal appearing was authorized by RobertNleminen,
P.E. an 09/12/2021. This does not serve as an electronically signed
document.
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research & Design, I.L.C. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest
in any company manufacturing or distributing products it evaluates.
2. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or
distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
S. 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.
tt\
\. J TRINITY I ERD
NG SYSTEMS EVALUATION:
SCOPE:
Product Category: Roofing
'Sub -Category: Modified Bitumen Roof Systems
Compliance Statement: Polyglass SBS and APP Modified Bitumen Roof Systems, as produced by Polyglass USA,
Inc., have demonstrated compliance with_the following sections of the 6ei Edition (2027) Florida Building Code
through testing in accordance with the following Standards. Compliance is subject.to the Installation Requirements
and Limitations / Conditions of Use set forth herein.
STANDARDS:
Section
Property
Standard
Year
1504.3.1
Wind
FM 4474
2011
1504.3.1
Wind
UL 1897
2012
1504.7
Impact
FM 4470
2012
1507.21.2
Physical Properties
ASTM D6162
2008
1507.11.2
Physical Properties
ASTM D6163
2008
1507.11.2
Physical Properties
ASTM D6164
2011
1507.11.2
Physical Properties
ASTM D6222
2011
1507.11.2
Physical Properties
ASTM D6509
2009
3. REFERENCES:
9n9tv
Examination
Reference
Date
ERD (TST6049)
Physical Properties
P10490.10.08-2
20/30/2008
ERD(TST6049)
FM 4470/4474
P13760.09.09
09/10/2009
ERD (TST6049)
FM 4470/4474
P13770.09.09
09/10/2009
ERD (TST6049)
FM 447D/4474
P30540.11.09-R1
11/30/2009.
ERD (TST6049)
FM 4470/4474
P30550.12.09
12/02/2009
ERD (TST6049)
Physical Properties
P33960.12.10
12/30/2010
ERD (TST6049)
FM 4470/4474
P33970.03.11
03/15/2011
ERD (TST6049)
Physical Properties
P37590.03.13-3A
03/06/2013
ERD (TST6049)
FM 4470/4474
P39680.03.13
03/04/2013
ERD (TST6049)
Physical Properties
P37590.03.13-1-R1
06/26/2013
ERD (TST6049)
Physical Properties
1337590.03.13-2-111
07/01/2013
ERD (TST6049)
Physical Properties
P37590.07.13-2
07/01/2013
ERD (TST6049)
Physical Properties
P37590.03.13-5-R1
07/01/2013
ERD (TST6049)
Physical Properties
P37590.07.13-1
07/02/2013
ERD (TST6049)
FM 4470/4474
P41630.08.13
08/06/2013
ERD (TST6049)
Physical Properties
P45940.09.13
09/04/2013
ERD (TST6049)
Physical Properties
P44370.10.13
10/04/2013
ERD (TST6049)
Physical Properties
P39520.09.14-2
09/11/2014
ERD (TST6049)
FM 4470/4474
SC6160.11.14
11/10/2014
ERD (TST6049)
Physical Properties
PLYG-P45440SC.03.15-1
03/31/2015
ERD (TST6049)
Physical Properties
SCS170.05.15
05/08/2015
ERD (TST6049)
FM 4474
SC8085.05.15
05/19/2015
ERD (TST6049)
Physical Properties
SC5170.12.15
12/29/2015
ERD (TST6049)
FM 4470/4474
SC9455.15
04/01/2016
ERD (TST6049)
FM 4470/4474
PLYG-SC8905.05.16-1
05/27/2026
ERD (TST6049)
FM 4470/4474
PLYG-SC8905.05.16-2
05/17/2016
ERD (TST6049)
FM 4470/4474
PLYG-SC10815.07.16-RI
09/23/2016
ERD (TST6049)
U L 1897
PLYG-SC12025.10.16
10/12/2016
ERD (TST6049)
FM 4470/4474
PLYG-SC11475.16
11/17/2016
ERD (TST6049)
FM 4470/4474/UL1897
PLYG-SC13235.01.17
01/17/2017
ERD (TST6049)
FM 4474/UL1897/TAS 114
PLYG-SC13920.05.17
05/30/2017
ERD (TST11294)
FM 4474/UL1897/TAS 114
PLYG-CTL13945.05.17-1,
05/30/2017
Exterior Research and Design, U.C. Evaluation Report.P9290.02.08-R20
Certificate of Authorhation U9503 0 EDITION (2017) FBC NON-HVHZ EVALUATION FL1654-R22
Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Revision 20: 09/22/2017
Page 2 of 6
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 (CER1592)
Miami -Dade (CER1592)
ULLLC (QUA9625)
Examination
FM 4474/UL1897/TAS 114
FM 4474/UL1897
FM 4474/TAS 124
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 214
HVHZ Compliance
Proposal for Review
Quality Control
Reference
PLYG-CTL13945.05.17-3
PLYG-SC13945.05.17
PLYG-SC15760.09.17
2W7A7.AM
OD3A3.AM
2DOAO.AM
2D5A9.AM
3006646
3001334
3001334
3000857
3004091
3006115
3012321
3014692
3014751
3007170
3019317
3020703
3018332.
8023368
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
,,I TRINITY i 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
05/02/2001
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
20/12/2010
Exp.10/06/2018
4. PRODUCT DESCRIPTION:
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-GQODS FOR POlYGLASS MODIFIED BITUMEN ROOFiSYSTEMS � � •, ,
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
Exterior Research and Design, U.C. Evaluation Report P9290.02.08-R20
Cerdflcote of Authorization ll9503 EP EDITION (2017) FBC NON-HVHZ EVALUATION FL1654-1122
Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Revision 20: 09/12/2017
Page 3 of 6
\,; TRINITY I ERD
TABLE 1 CONTINUED) ROLL GOODS FOR POLYGLAss MODIFIED BITUMEN ROOFSYSTEMS
Type
Product
Specification
Reference
Grade
Type
SSS Membranes
Polyglass 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
Elastoflex SA V FR Base
ASTM D6163, Table 2
S
I
Elastoflex SA 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
I
Elastoflex S6 Type 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 S6 G FR
ASTM D6164
G
I
Polyfresko G SBS (sand or poly -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
Elastoshield 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
I
Pol bond
ASTM D6222
S
I
Polybond G
ASTM D6222
G
I
Polyflex SA P
ASTM D6222
G
I
Polyflex SA P FR
ASTM D6222
G
I
Polyfresko G SA
ASTM D6222
G
I
Polykool
ASTM D6222
S
I
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityJERD 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 andstructural
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.
Exterior Research and Design, I.I.C. Evaluation Report P9290.02.08-R20
Certfflcate ofAutharhation A#9503 6EDITION (2017) FBC NON-HVHZ EVALUATION FL1654-R22
Polyglass Modified Bitumen Roof Systems, (570) 384-1230 Revision 20: 09/12/2017
Page 4 of 6
� I
\ a TRINITY, ERD
5.7 For mechanically attached insulation or membrane or strip -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. 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 W01, FM Loss
Prevention Data Sheet 1-29, Roofing Application.Standard RAS 117 and Roofing Application Standard RAS
237. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.20.1 of FM Loss
Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
5.8 For assemblies with all components fully bonded in place, the maximum design pressure for the selected
assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No
rational analysis is permitted for these systems..
5.9 For mechanically attached insulation or membrane over existing roof 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 ANSI/SPRI
FX-1 or Testing Application Standard TAS 105.
5.10 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the
existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If
any surface conditions exist that bring system performance into question, 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 shall be conducted on mock-ups of the proposed new roof assembly,
5.11 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof
system 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 ASTM E907, FM
Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124.
5.12 Metal edge attachment (except gutters), shall. be designed and installed for wind loads in accordance with
FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or,Roofing Application Standard
RAS 111,. except the basic wind speed shall be determined from FBC Figure 1609.3(i), 1609.3(2) or
1609.3(3).
5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3.
6. INSTALLATION:
6.1 Polyglass Modified Bitumen Roof Systems shall be installed in accordance with Polyglass USA, Inc. published
installation instructions, subject to the Limitations / Conditions of Use noted herein.
6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MD13" = Maximum
Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects
the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been
applied). Refer to FBC 1609 for determination of design wind loads. -
Exterior Research and Design, U.C. Evaluation Report P9290.02.08-R20
Certif/cote ofAuthorhation #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL1654-R22
Polyglass Modified Bitumen Roof Systems, (570) 384-2230 Revision 20: 09/22/2017
Page 5 of 6
�? TRINITY + ERD
I
6.3 Any of the following FBC Approved coatings may be applied to the top roof membrane without adverse effect
on the system wind load performance. Refer to current Roofing Materials Directory for fire ratings 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;
➢ PG700QS (Quick -Set) High Quality Elastomeric Roof Coating or KM Acryl 25-QS (over granule -surfaced
APP or SBS only);
➢ PG800 Asphalt Emulsion Roof Coating;
➢ Polyplus 60 Premium Non-Fibered Aluminum Roof Coating;
➢ Polypius 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 (over granule -
surfaced APP or SBS only);
➢ Polybrite 90 High Solids Silicone Roof Coating;
Polybrite 95 Silicone Roof Coating.
17. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
S. MANUFACTURING PLANTS:
.Contact the noted QA agency for information on product locations covered for F.A.C. Rule 61G20-3 QA
requirements
9. QUALITY ASSURANCE ENTITY: .
UL LLC—QUA9625; (314) 578-3406, k.chancellor@us.ul.com
THESS-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
Exterior Research and Design, I.I.C. Evaluation Report P9290.02.08-R20
CeRifkate ofAuthomation 99503 6m EDITION (2017) FBC NON-HVHZ EVALUATION FL1654-R22
Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Revision 20: 09/12/2017
Page 6 of 6
a
\11,TRINITY I ERD
r TABLEIFL'WOOODECKS NEWT.�NSfR(IGfI�NrRER40F(iE9R-0FF)aRRECOVER
SYSCEINTYP.EE NON-INSUTATEO'.MECNANICALIYII7TACHED EIAA�ESNEE�(;cpEius&PUTaj;BONDEDR00FCOVER: ,... ,,,...
System
heck
Base Sheet
Root Carer (Note 15)
MDP
No.
(Note 3)
J
Type
Fasten
Attach
Base Ply
Cap
(P�)
SEtFAexehwti BesE Pp:..
. .
h!lin. 19/32-
Elastobas% Elastabase P
Dekfast Hex (aka, Oekfast PLT-H-2-7/8) with Dekfast #14
12-Inch o.c. in 4-Inch lap and 12-Inch me.In two
SBS-SA
SBS-SA, APP-SA, SB5-
-52,5.
W-yam
ch plywood
(poly -Rim top)
orTrufast 3" Metal Insulation Plate with Trufast HD
(2), equally spaced, staggered center rows
TA, APP-TA
in. 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 SABase
APPTA
-52.5"
W137
pith plywood
(poly -film top)
orTrufast 3" Metal Insulation Plate with Trufast HD
(2). equally spaced, staggered center rows
W-136
19/32-
Elastabase, Elastohase P
OMG Flat Bottom Plates (square) with Roofgdp 812
12-Inch o.c In 4-Inch lap and 12-Inch oc. In two
SBS-SA
SES-SA, APP-SA, SBS-
�Ovplywood(poly-film
top)
(2), equally spaced, staggered center rows
TA, APPTA
W-139
[in.
19/32-
Elastobase, Elastabase P
OMG Flat Bottom Plates (square) wnh Roofgrlp Alt
12-Inch c.c. In 4-Inch lap and 12-Inch ac.intwo
Polyflex SA Base
APPTA
-60.0.
plywood
(poly -film top)
(2), equally spaced, staggered center rows
TABLE36: WOODDECKS�NENFCONS�A4C[IONORREROOF.:(fEwtt-0FP}:
:
5ySCEMTYPI F..NON INSOCATED BONOECROOFCOVER.
System
�Occk (Note 1)
Primer
Rent Caver(Note15)
MOP
lolrh Treatment
Base Ply
Ply
Cap Ply
No.
tM�tln. 1S/32-
SBSSA
(Optional) SBS-SA, SBS-
SBS-SA, APP-SA, 5B5-
-90.0
W-140
)nth plywood
None
None
TA, APP TA
TA, APP-TA
W-141
[MIn. 15/32-
!Inch plywood
Optional)PG100
None
Polyflex SABase
(Optional) APPTA
APPTA
-90.0
Mln. ]5/32-
SBS-SA
(Optional) SBS-SA, SBS-
SSE -SA, APP•SA, SBS-
-97.5
W-142inch
plywood
IiMin.
PG100
None
TA, APP TA
TA, APP TA
15/32-
Plywood)oints are covered with 4-Inch wide strips of Elastoflex SAV Plus, rolled into
Elastoflex SAV Base or
(Optional) SBS-SA, SBS-
SBS-SA, APP-SA, SBS-
-97.5
W-143
lunch plywood
(Optional) PG100
place to create continuous bond.
Elastoflex SA V FR Base
TA,APP-TA
TA, APP-TA
W 144
IIIMIn. 15/32-
Inch plywood
W&3000
None
SBSSA
(Optional)
SBS-SA, APP-SA, SBS-
TA, APP-TA
-105.0
15/32-
Plywood Joints are covered with 4-Inch wide strips ofElastonex SA V Pius, relied into
Elastoflex SA V Plus or
(Optional) SBS-SA, SBS
SBS-SA, APP-SA, SBS-
-235.0
W245
IMin.
Inch plywood
(Optional) P6100
place to create continuous bond.
Elastofiex SAVJ?Ju{FR
TA, APP-TA
TA, APPTA
W-146
Inch
(Optlonal)PG300
are with4-Inch wide strips of Elastoflex SA V Plus, rolled Into
Pl�t�o
Palyflex SA Base
(Optional)APP-TA
APPTA
-135.0
ply/ywood
create continuous
arch and Design, 3LC d/b/a TrinhVI ERO Evaluation Report P9290.02.08-R20 for FL1654-R22
Authork.U.n e9503 6TM EDITION (2017) FBC NON-HVH2 EVALUATION Revision 20; 09/12/2017
Robert Nleminen, PE-59166 PoWlass Modified Bitumen Roof 5ystems; (570) 394-2230 Appendix 1, Page 21 of 58