HomeMy WebLinkAboutPRODUCT APPROVAL411812018 Florida
P u rr'r1—: 7 ,, r 0 0 ,'�. t `„t n r a G • ;0 I .. s Buildin Code Online
S. NED
BCiS Home Log In User Registration Hot Topics SIBS�AWs,6 _ftitr
I Publications I FBC Staff I BC1S SIte,Map I Unks I search I
Flotilla
3. Ilai `:p Product Approval
lfF _ i tija USER: Public User
d
�nr4v.;�
Product Approval hienu > Product or AO�Ileation Search > Application List Application Detall
���"iM FL #
Application Type
Code Version
Application Status
Comments
Archived
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 deg
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Sta
CONCEALED FASTENERS OR ATi'ACHMI
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OR RECORD
FILE COP
R22-VCR k,�1-'I O Cf--0 3(q3
ST. LUCIE COUNTY BUILDING DIV ION
d REVIEWED FOR COMPLIANCE
REVIE BY i�
DATE r I r•
PLANS AND PERMIT MUST BE K ON JOB
SITE OR NO INSPECTION(S) WILL BE MADE
POLYGLASS USA
ills W. Newport Center Drive
Deerfield Beach, FL 33442
(954) 233-1378 Ext242
alender@ polyglass.com
Ariel Lender
alender@polyglass.com
Maury Alpert
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(912)429-8610
MAIpeft@polyglass.com
Ariel Lender
1111 W. Newport Center Drive
Deerfield Beach, FL 33442 THESE PLANS AND ALL PROPOSED WORK
(954) ARE SUBJECT TO ANY CORRECTIONS
ALender@polr@polyglass.com REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN. ORDER TO
Roofing COMPLY WITH ALL APPLICABLE CODES.
Modified Bitumen Roof System
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Robert Nieminen
PE-59166
UL LLC
10/06/2018
John W. Knezevich, PE
✓: Validation Checklist - Hardcopy Received
L16 4_R227COI 2017 01 COI NiemineW-ff
Standard
Year
ASTM D6162
2008
ASTM D6163
2008
ASTM D6164
2011
ASTM D6222
2011
ASTM D6509
2009
FM 4470
2012
FM 4474
2011
https://www.floridabuilding.org/prlpr app dtl.aspx?param=WGEUXQwtDgvgqu2wp/e2bnFgUPv2pw6pKxAhdKjvCZfSdkp/o2fxn%2fYWFx5rxA%3d%3d 1/2
4/18/2018 Florida Build'ng Code Online /
1
UL1897 ! 2012
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
d9/14/2017
Date Validated
09/15/2017
Date Pending FBC Approval
Q9/22/2017
Date Approved
2/12/2017
Summary of Products
FL #
Model, Number or Name
Description
1654.1
Polyglass SBS and APP Modifiel
SBS and APP modified bitumen roof systems
Bitumen Roof Systems
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL1654_g�2 _ L-2017_09_ IF NAL q _EB POLYGLASS_ OM DBIT_FL1654-
R 2 2,p-df
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
deck. Refer to the ER Appendix for othersystems and
LF 1654_R22_AE_2017_09_FINAL_ER POLYGLASS_MODBIT_FL1654-
R22,pdf
deck types. 2.) Refer to ER, Section 5 for other Li
'Created by Independent. Third Party: Yes
nits
of Use.
Back Neat
Contact Us :: 2601 81a1r Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. �y�l ht 2007-2013 State of Florida.:; riva Statement :: Accesslblllty Statement :: Refund Statement
Under Florida law,. emall addresses are public records. If you d not want your e-mall address released in response to a public -records request, do not send electronic
malRo this entity. Instead, contact the office by phone or. ytraditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section
455.275(I), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emall address If they have
one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a,personal
address, please provide the Department with an emall address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S.,
pleasetikk j .rn .
Product Approval Accepts:
,�• ce;^o ® eCtfcf
Credit Card
Safe
htipsglwww.floridabuilding.org/pr/pr app dtl.aspx7param=wGEVXQMDDgvgqu2w%2bnFgUPv2pw6pKxAhdKjvCZfSdk%2fxn%2fYWFx5rxA%3d%3d 2/2
EXTERIOR RESEARCH & DESIGN, LLC.
Certi)rcate of Authorization H9503
ERD 353 Christian Street
Oxford, CT 06478
(203) 262-9245
EVALUATION
Polyglass USA, Inc.
150 Lyon Drive
Fernley, NV 89408
(570) 384-1230
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 an
construction materials in the State of Florida. The docurr
P.E. for use of the product under the Florida Building C
compliance with the a Edition (2017) Florida Building Cc
DESCRIPTION: Polyglass SBS and APP Modified Bitumen RI
LABELING: Labeling shall be in accordance with the
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid
Quality Assurance documentation changes,, or provisil
this Evaluation. Report by the named client constitt
changes or the referenced Quality Assurance docume
Evaluation Report relative to updated Code requirem(
ADVERTISEMENT: The Evaluation Report number precei
advertising literature. If any portion of the Evaluation
INSPECTION: Upon request, a copy of this entire Evalua
its distributors and shall be available for inspection at
This Evaluation Report consists of pages 1 through 6,1
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research & Design, LLC. d/b/a Trinity I ERD doi
in any company manufacturing or distributing products I
2. Exterior Research & Design, LLC. d/b/a Trinity I ERD
distributing products it evaluates.
3. Robert.Nieminen, P.E. does not have nor will acquire, a
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, i
product.
5. This is a building code evaluation. Neither TrinityI ERE
project on which this Evaluation Report, or previous vei
specifically for that purpose.
Evaluation Report P9290.02.08-R20
FL1654-R22
Date of Issuance: 02/11/2008
Revision 20: 09/12/2017
the applicable rules and regulations governing the use of
nation submitted has been reviewed by Robert Nieminen,
le. The product described herein has been evaluated for
e sections noted herein.
f Systems
the Accredited Quality Assurance Agency noted
JI such time as the named product(s) changes, the referenced
of the Code that relate to the product change. Acceptance of
agreement to notify Robert Nieminen, P.E. if the product
tion changes. Trinity) ERD requires a complete review of this
with each Code Cycle.
by the words 'Trinity I ERD Evaluated" may be displayed in
)ort is displayed, then it shall be done in its entirety.
i Report shall be provided to the user by the manufacturer or
job site at the request of the Building Official.
a 58-page Appendix.
The facsimile seal appearing was authorised by Robert Nleminen,
P.E. on 09/12/2017. This does not serve as an electronically signed
document.
not have, nor does it intend to acquire or will it acquire, a financial interest
not owned, operated or controlled by any company manufacturing or
interest in any company manufacturing or distributing products for
financial interest in any other entity involved in the approval process of the
nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
dons thereof, is/was used for permitting or design guidance unless retained
\f TRINITYIERD
ROOFING SYSTEMS EVALUATION
1. SCOPE:
Product Category: Roofing
Sub -Category: Modified Bitumen Roof 4stems
Compliance Statement: Polyglass SBS and APP Mo ified Bitumen Roof Systems, as produced by Polyglass USA,
Inc., have demonstrated compliance with the following sections of the 6 h Edition (2017) Florida Building Code
through testing in accordance with the following Stan�ards. Compliance is subject to the Installation Requirements
and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section
Pro a
Standard
Year
1504.3.1
Wind
FM 4474
2011
1504.31
Wind
UL 1897
2012
1504.7
Impact
FM 4470
2012
1507.11.2
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:
Ent(ty
Examination
Reference
Date
ERD (TST6049)
Physical Properties
P10490.10.08-2
10/30/2008
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 4470/4474
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
1337590.03.13=1-111
06/26/2013
ERD (TST6049)
Physical Properties
P37590.03.13-2-R1
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
SC5170.05.15
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
05/17/2016
ERD (TST6049)
FM 4470/4474
PLYG-SC8905.05.16-2
05/17/2016
ERD (TST6049)
FM 4470/4474
PLYG-SC10815.07.16-R1
09/23/2016
ERD (TST6049)
UL 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/UL3897/T1 114
PLYG-SC13920.05.17
05/30/2017
ERD(TST11294)
FM.4474/UL1897/Tf1S 114
PLYG-CTL13945.05.17-1
05/30/2017
Exterior Research and Design, LLC. Evaluation Report P9290:02.08-1120
Certi lcate of Authorizotlon #9503 6' EDITION ( 17) FBC NON-HVHZ EVALUATION FL1654-R22
Polyglass Modified�Bitumen Roof Systems, (570) 384-1230 Revision 20:.09/12/2017
Page 2 of 6
��'TRINITY I ERD
Entity
Examination
Reference
Date
ERD (TST11294)
FM 4474/UL1897/TAS'114
PLYG-CTL13945.05.17-3
05/30/2017
ERD (TST6049)
FM 4474/UL1897
PLYG-SC13945.05.17
05/30/2017
ERD (TST6049)
FM 4474/iAS 114
PLYG-SC15760.09.17
09/11/2017
FM Approvals (TST1867)
FM 4470
2W7A7.AM
08/04/1994
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 (TSnB67)
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
3018332
:. 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)
FM 4470/4474
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 (TST5878)
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
10-0823
10/12/2010
UL LLC (QUA9625)
Quality Control
Service Confirmation, R14571
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 thie Limitations / Conditions of Use herein. The following Polyglass
membranes make up the subject systems. I
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
PolyBex SA Base
ASTM D4601
N/A
II .
Polyglass APP Base
ASTM D6509
N/A
N/A
Exterior Research and Design, I.I.C.
Certificate -of Authorization #9503
Polyl
Evaluation Report P9290.0208-R20
FBC NON-HVHZ EVALUATION FL1654 R22
men Roof Systems; (570) 3841230 Revision 20: 09/12/2017
Page 3 of 6
-,,]TRINITY � ERD
TABLE 1'(CONTINUED:,ftLL-G000STOR'POLYGLASS MODIFIED BITUMEN'ROOF�Sy5TEM5
Type
Product I
Specification
Reference
Grade
Type
SBS 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 II
ASTM D6164
S
11
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 4r poly -film backed)
ASTM D6164
G
I
Elastoshield TS G
ASTM D6164
G.
I
Elastoshield TS G FR
ASTM D6164
G
Elastoflex SA P
ASTM D6164
G
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 1)6222
G
I
Polyfresko G
ASTM D6222
G
I
Polyfresko G FR
ASTM D6222
G
Polybond I
ASTM D6222
5
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. .Ne
Designer of Record for any project on wh
for permitting or design guidance unless
5.2
This Evaluation Report is not for use in FE
5.3
Refer to a current Approved Roofing Mat
5.4
For steel deck installations, foam plastic i
with FBC 2603.4 unless the exceptions st;
5.5
The roof system evaluation herein pert
members shall be in accordance with
Jurisdiction. Load resistance of the roc
Approval documentation.
5.6
For recover installations, the existing.rooi
er Trinity IERD nor Robert Nieminen, P.E. are, In any 'way, the.
i this Evaluation Report, or previous versions thereof, is/was used
ained specifically for that purpose.
HVHZ jurisdictions.
als Directory for fire ratings of this product.
ulation shall be separated from the building interior in accordance
4 in FBC 2603.4.1 and 2603.6 apply.
is to above -deck roof components. Roof decks and structural
BC requirements to the satisfaction of the Authority Having
deck shall be documented through proper codified and/or FBC
I be examined in accordance with FBC 1511.
Exterior Research and Design, U.C. I Evaluation Report P9290.02.08-R20
Certifkate of Authoriratfon #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL1654-112Z
Polyglass Modified Bi7men Roof Systems; (570) 384-1230 Revision 20: 09/12/2017
Page 4 of 6
r-�
i
5.7 For mechanically attached insulation or memi
for the selected -assembly shall meet or exce
FBC Chapter 16. Zones 2 and 3 shall em
professional to resist the elevated pressure cI
Prevention Data Sheet 1-29, Roofing Applica
137.. Assemblies marked with .an asterisk* i
Prevention Data Sheet 1-29 (January, 2016) fc
5.8 For assemblies with all components fully boi
assembly shall meet or exceed critical design
rational• rialysis is,permitted for these system
5.9 For mechanically attached insulation or mem
existing deck for withdrawal .resistance. A qu
to the minimum requirements for the syste'n
FX-1 orTesting Application Standard TAS 105
5.10 For bonded .insulation or membrane over exis
existing deck or existing roof surface shall' be
any surface conditions exist that bring syster
with ANSI/SPRI IA-1, ASTM E907, FM. Loss Pr
124 shall be conducted on mock-ups of the pr
5.11 For bonded insulation or membrane over e
system shall be capable of resisting project
Authority Having Jurisdiction, as documented
Loss Prevention Data Sheet 1-52 or Testing A
PTRINITYIERD
ne orstrip-bonded insulation, the maximum design pressure
the Zone 1 design pressure determined in accordance with
iy an attachment density designed by a qualified design
ria: Commonly used methods are ANSI/SPRI WDi, FM Loss
n Standard RAS 117 and Roofing Application, Standard; RAS
ry the 'limitations set forth in Section 2.2.10.1 of FM .Loss
one 2/3 enhancements.
ad in place, the ,maximum design pressure for the selected
essure determined .in accordance with FBC-Chapter 16. 'No
rave over existing roof decks, fasteners shall be tested in the
ified design professional shall review the data for comparison
Testing and analysis shall be, in accordance with ANSI/SP,RI
:ing substrates in a re-roof'(tear off) or recover installation, the
!xamined for compatibility with 'the adhesive to be installed.. If
I performance into question, field uplift testing in accordance
mention Data Sheet 1-52 or Testing Application Standard TAS
)posed new roof assembly.
xisting substrates in a recover installation, the existing roof
design pressures on its own merit to the satisfaction of the
through field uplift testing in accordance with. ASTM E907, FM
)plication Standard TAS 124.
5.12 Metal edge attachment (except gutters), sh ll'be designed and installed for wind loads in accordance with
FBC Chapter 16 and tested for'resistance in a cordance with ANSI/SPRI ES-1 or Roofing Application Standard
RAS 111, except the basic wind, speed s all be determined .from FBC Figure 1609.3(1), 1609.3(2) or
1609.3(3).
5.13 All products in the roof assembly shall have
6. INSTALLATION:
6.1 Polyglass Modified Bitumen Roof Systems s
installation instructions, subject to the Limiti
6.2
System attachment requirements for wind I
Design Pressure is the result of testing for
the ultimate passing pressure divided by 2
applied). Refer to FBC 1609 for determinatio
in accordance with FAC Rule 61620-3..
all be installed in accordance with Polyglass USA, Inc. published.
ions / Conditions of Use noted herein.
ad resistance are set forth in Appendix 1. "MDP" = Maximum
nd:load resistance based on allowable wind loads, and "reflects
the 2. to 1 margin of safety. per FBC 1504.9 has already been
ofAesignwind loads.
Exterior Research and Design, LLC. Evaluation Report'119290.0201!mR20
Certificate ofAuthorizatlon #9503 6'x EDITION (2017)I FBC NON-HVHZ EVALUATION FL1654R22
Polyglass Modified Bttu�en.Roof Systems,.(570) 384-1230 Revision 20:09/12/2017
Page 5 of 6
6.3 Any of the following FBC Approved coatings may
on the
system wind .load performance. Refer to 1
with coating usage.
➢
PG200 Non-Fibered Roof Coating;
➢
PG300 Fibered Roof Coating,•
➢
PG600 Non-Fibered Aluminum Roof Coati
➢
PG650 FiberedAluminum Roof Coating;.
➢
PG700.High Quality Elastomeric Roof o.a
➢
PG700QS (Quick -Set) High Quality Elastor
APP or SBS only);
➢
PG800 Asphalt Emulsion Roof Coating;
➢
Polyplus 60 Premium Non-Fibered Alum!
➢
Polyplus 65 Premium Fibered Aluminum
➢
Polybrite 70 Premium. Grade Elastomeric
➢
Polybrite 70QS (Quick -Set) Premium Gra
surfaced APP or SBS only);
➢
Polybrite 90.High Solids. Silicone Roof Co
➢
'Polybrite 95 Silicone, Roof Coating.
7. BUILDING PERMIT REQUIREMENTS:
As required by the. Building Official or Authority
this product.
8. MANUFACTURING PLANTS:
Contact the noted QA agency for information
requirements
9. QUALITY ASSURANCE ENTITY:
UL LLC — QUA9625; (314) 578-3406, k.chancellor@
- THE 58-PAGES THAT FOLLOW
�l TRINITY I ERD
applied to the top roof membrane without: adverse effect
•ent Roofing Materials Directory for#ire ratings associated
or KM Acryl 25;
Roof Coating or KM Ac yl,25-QS (overgranule-surfaced
um Roof Coating;
oof Coating;
Roof Coating or KM.Acryl.15;
e Elastomeric Roof Coating or KM Acryl 15-0,S (over granule-
ng;
Jurisdiction in order to properly evaluate the -installation of
product locations covered -for F.A.C. Rule 61620-3 QA
I PART OF THIS EVALUATION REPORT -
Exterior Research and Design, LLC. I Evaluation Report P9290.02.08=R20
Certificate ofAuthorization #9503 67H EDITION (2017) FBC'NON-HVHZ EVALUATION F1.1654-1122
Polyglass Modified Bitumen Roof Systems; (S70) 3WI230. Revision 20: 09/12/2017
Page of 6
I D
TRINITY JERD
18-2
Wood
New, Reroof (rear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
1u-11
1C
Wood
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
11
1D
Wood
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
12-13
1E
Wood
New, Reroof (Tear -Off) or Recover
D
Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover
14-15
SF-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
3240
3B
Structural concrete
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
40
4A
LWIC
New or Reroof (Tear -Off)
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'o"r'Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
44-46
aH
58
-a V r
CWF
.�...... ..... ....... __. _ ., _ _
New,,Reroof(TearOff) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation,;8onded Roof Cover
48
Sc
CWF
New; Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
49
5D
CWF
New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover
49
SE
CWF
New, 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, Bonded 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, 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 fattener manufacturers published installation.instructions.
3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanu rate, polystyrene; wood fiberboard, perlite, gypsum -based roof board or mineral -wool roof board that meets the 'CIA
requirements of F.A.C. Rule 61620-3 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(ERD Evaluation Report P9290.02.08-R20 for F1.3654-1122
Certificate of Authorization 0503 dm 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 1 of 58
4�
`I TRIRII-IY i 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 manufacturers published Instructions.
➢ Hot asphalt (HA):
Full coverage at 25-30 Ibs/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,l2-inch o.c.
➢ Millennium PG-1 Pump Grade Adhesive (M-PG1):
Continuous 0.25 to 0.5-inch wide ribbons, 22-inch o.c.
Continuous 0.7S to 1-inch wide ribbons, 12-inch o.c. (PaceCartor SpotShot). Note: OlyBond Green may be used where OlyBond S00 is referenced.
➢ OMG OlyBond 500 (OBSOO):
➢ 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 layers(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.
7. Unless otherwise noted, all insulations are flat -stock or taper board of the minimum thickness noted. Tapered polylsocyanurate 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 MDR listings in the tables; rather if MDP 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 Foarinable Adhesive (M-OSFA):
MDP -157.5 psf (Min. 0.5-inch thick)
➢ Millennium-P-G-1-P-ump_GradeAdhesive (M-PG3):
MDP -157.5 psf (Min. 0.5-inch thick)
➢ OMG OlyBond 500 (OB500):
MDP -45.0 psf-(Min. 0:5=inch-thick-Muiti=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 OlyBond 500 (013500):
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)
S. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft.
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 ANSI/SPRI WDS, 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 7/3 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 ANSI/SPRI FX-1 or Testing 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 IA4, 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 fora 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:curient 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 P9290.02.08-1120 for FI.104422
Certificate of Authorization #9503 - 6T"- EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/12/2017
Prepared by: Robert Nieminen, PE-59166 Potyglass Modified Bitumen Roof Systems; (570) 384-1230 Appendix 1, Page 2 of 58
C_'�D -
-J TRINITY I ERD
15. Unless otherwise noted, refer to the followingreferences for bonded base, ply or cap sheet applications.
w _
; 00 -
ABLE ;-„OLYGLASS-
r_
Material
One or more plies Polyglass G2 Base, FBC Approved ASTM D4601 Type II
Application
Hot Asphalt at 20-40
Reference
BP -AA
(Base and Ply sheets, Asphalt-
Ibs/square
One or more plies Polyglass Ply IV, Polyglass Ply VI, FBC Approved ASTM D2178, Type IV or VI
Applied)
NCap
-Asphalt-applied sheets or insulation shall not be applied to polyillm surfaced membranes.
One ply Elastobase (;and/sand),Elastoflex V, Elastoflex 56, Elastoflex56 Type II, PolyglassNT Base 6S0PG350
at 1.5-2.0
Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex S6'G FR, Elastoshield TS-G, Elastoshield
gal/square
SBS-CA3
TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
Base Ply
One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 Type II
Polyplus 35 at 1.5-2.0
Elastoflex. VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type 11, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield
gal/square
SBS-CA2
Cap Ply
Polyfresko G'SBS (sand -backed), Polyfresko G SB5 FR (sand -backed)
TS-G FR,
One or more plies Elastabase (sand/sand orpoly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V, Elastoflex.S6, Elastoflex
SBS-AA
Base Ply or Ply
56 Type II, Polyglass HT Base 650
Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex So, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G,
Hot Asphalt at 20-40
Ibs/square
(SBS, Asphalt -Applied)
Cap Ply
Elastoshield TS-G FR; Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
Note:
Asphalt-opplled sheets or insulation shall not be applied to poly jDm surfaced membranes.
or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex S6, Elastoflex 56 Type II, Polyglass HT Base
SBS-TA
Base Ply or Ply
650
Elastoflex V, Elastoflex VG,, Elastoflex VG FR, ElastoflexS6, Elastoflex S6 Type 11, Elastoflex S6 G, Elastoflex 56 G FR, Elastoshield TS-G,
Torch -Applied
(SBS, Torch -Applied)
Cap Ply
Elastoshield TS-G FR, Polyfresko GSBS (poly -film backed), Polyfresko-G SBSTR (poly -film backed)
Base Ply
One or more plliastoflexSA V Bas�Etastoflex SPrV FR Base; ElastoflexSA V-P-Ius ElastoflexSA_V�us FR
SBS-SA
Cap Ply
Elastoflex SA P, Elastoflex SA P FR, Polyreflect
Unless otherwise noted, permissible membrane substrates for SBS-SA are limited to the SBS-SA Base Ply options herein,
Self -Adhering
(SBS, Self -Adhering)
Note:
Elastabase (poly/sand) or Elastabase (poly/poly)..
Polyflex G.FR
PG350 at 1.5-2.0
gal/square
APP=CAI
Cap Ply
APP TA
Base Ply or Ply
One or more plies Polyglass APP Base, Polyflex, Polybond
Torch -Applied
(APP, Torch -Applied)
Cap Ply
Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko G, Polyfresko G FR
APP-SA
Cap Ply
Polyflex SA P, Polyflex SA P. FR, Polyfresko G SA, Polykool
Unless otherwise noted, permissible membrane substrates forAPP-SA are limited to the SBS-SA Base Ply options herein,
Self -Adhering
(APP, Self -Adhering)
Note:
Elastabase (poly/sand) or Elastobase (paty/poly).
16. 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.
➢ PG200 Non Fibered Roof Coating;
➢ PG300 Fibered Roof Coating;
D PG600 Non-Fibered Aluminum Roof Coating; \
➢ PG650 Fibered Aluminum Roof Coating;
➢ PG700 High Quality Elastomeric Roof Coating orKM Acryl 25;
➢ PG7000S (Quick Set) High Quality Elastomeric Roof Coating or KM Acryl 25-QS (for granule -surfaced APP or SBS only);
➢ PG800 Asphalt Emulsion Roof Coating;
➢ Polyplus 60 Premium Non-Fibered Aluminum Roof Coating;
➢ Polyplus 65 Premlum Fibered Aluminum Roof Coating;
• Polybrite 70 Premium Grade Elastomeric Roof Coating or KM Acryl 15;
• Polybrite 70Q5 (Quick Set) Premium Grade Elastomeric-Roof Coating or KM Acryl 15-QS (for granule -surfaced APP orSBS only);
➢ Polybrite 90 High Solids Silicone Roof Coating or Polybrlte'95 Silicone Roof Coating.
Exterior Research and Design, I.I.C. d/b/a Trinity(ERO
Certificate of Authorization g9503 6Tn EDITION (2017) FBC NON-HVH2 EVALUATION
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems;,(570) 384-1230
Refer to current itoonng rviawridm un—Lul y u, ju . a ,-ea
Evaluation Report P9290.02.08•R20 for FL1654-1122
Revision 20: 09/12/2017
Appendix 1, Page 3'of58
N
i
1
.� TRINITY i ERD
17. Dens Deck shall be field -primed with PG100 prior to self -adhering membrane application. Refer to tables -herein for other priming requirements.
IS. Vapor barrter options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design, Pressure (MDP) limitations. The lesser of the MDP listings belowvs. those in Table 3A
- VAPOR BARRIER OPT10N5, STRUCTURAL CO_ NCRETE DECR;.'A6HERED INSutATION PERTABLE3A
Option #
Primer
Vapor Barrier
Insulation Adhesive
MDP s
(P >)
Type
Attach
VB-1-
PG100
Elastoflex SA V Plus
Self -Adhering
Inta-Stik or CR-20,12-inch o.c.
-60.0
VB-2.
PG100
Polyglass APP Base
Torch -applied
Inta-Stik'or CR-20, 12-inch o.c.
-75.0
VB-3.
PG100
Elastoflex SA P
Self -Adhering
Insta-Stik, 12-inch o.c.
-75.0
VB-4.
P6100
Elastoflex SA P
Self -Adhering
Millennium One Step Foamable Adhesive, 12-inch o.c.
-157.5
VB-S.
PG300
Elastoflex SA P
Self -Adhering
CR-20, 12-inch o.c.
-270.0
VB-6.
PG100
Elastoflex SA V Base, Elastoflex SA V FR Base,
Elastoflex SA V Plus, Elastoflex SA V Plus FR
Self -Adhering
I
Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade
Adhesive, OlyBond 500 or CR-20;12-inch o.c.
,290.0
19. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC1609 for determination of design wind loads.
Exterior Research and Design, LLC. d/b/a Trinity ERD Evaluation Report P9290:02:08-R20 for FL1654-R22
Certificate of Authorization #9503 6m EDITION (2017) FBd NON-HVHZEVALUATION Revision 20:09/12/2017
Prepared by: Robert Nleminen, PE-59166 Polyglass.Modlfled Bitumen Roof Systems; (570) 384-1230 Appendix 1, Page 4 of 58
TRINITY, ERD
TABLEIF-2: wOODDECKS'-NEWCONSTRUCTIDN,REROUF(TFpR-OFFjOR,RECOi R''-
SYSTEM TYPE E NON INSULATED; MECHANICALLY ATTACHED BASE SHEETi,(scREWS &•P,LATES);.BONDER'ROOF'COVER'•
System
Base Sheet
Root Cover (Note IS)
MOP
No.
Deck (Note 1)
Type
Fasten
Attach
Base Ply
Cap
(P
Min. 19/32-
Elastobase, Elastobase P
Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast H14
12-inch o.c. in 4-inch lap and 12-inch o.c. in two
SBS-SA
SBS-SA, APP-SA, SBS-
-52.50
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. In4lnch 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, taggered 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 o.c. in two
(2), spaced, staggered center rows
Polyflex $A Base
APP TA
60.0•
inch plywood
(poly -film top)
equally
TABLE SG:'WQOD'DECKS.-NEW'CONSTRUCTIONORREROOF(TEAR-OFF) "
.SYST_E_MTY0tF.NON,IN. LATEDtBONDED.ROOFCOV.ER _
System
Roof Cover (Note 15)
MDP (psf)
Joint Treatment
Base Ply
Ply
Cap Ply
Deck (Note 1)
Primer
Min.15/32-
SBS-SA
-(OptkmaQ-SBS-SA,-SBS
BS-SA APP_-SA SBS_
9��-
W,-140
.inch plywood
None
None
TA,APP-TA
TA,'APP TA
W-141
Min.15woo
(Optional) PG100
None
Polyflex 5A Base
(Optional APP-TA
)
APP lA
-90.0
inch" plywood.
Min. 15/32-
SBS-SA
(Optional) SBS-SA,5BS-
SBS-SA,APP-SA, SBS-
97.5
W-142
inch plywood
PG100
None
TA, APP-TA
TA, APP 7'A
Min. 15/32-
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
W-143
inch.plywood
(Optional) PGS00
place to create continuous bond.
Elastoflex SA V FR Base
TA, APP-TA
TA, APP TA
W 144
Min.15/32-
WB 3090
None
SBS-SA
(Optional)
SBS-SA, APP-SA, SBS-
TA, APPTA
-105.0
inch plywood
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-
-135.0
W-145
inch,plywood
(Optional) PG100
place to create continuous Bond:
Elastoflex SA V Plus FR
TA, APP:TA
TA, APP-TA
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
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
e EDITION (2017) FBC NON-HVHZ EVALUATION
Polyglass Modified Bitumen Roof Systems; (S70) 384-1230
Evaluation Report P9290.02.08-1120 for FL1654-R22
Revision 20: 09/12/2017
Appendix 1, Page 21 of 58