HomeMy WebLinkAboutPRODUCT APPROVAL4/fV12018
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do Y Q'I Approval
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Product Aonroval Menu > Product of
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Application Type
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Comments
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Address/Phone/Email
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Address/Phone/Email
!r-
(Florida Building Code Online
SCAMMED
BY
gutirtit[ t�rt i �y� { Publications FBC Staff C BCLS Site Map I Unks Z Search
RECEIVED
Application List > Application Detail MAY 0 V 2018
FL1654-R22
Revision ST. Lucie Coutitcy, Permitting
2017
Approved n
POLYGIASS USA /
1111_W. Newport Center Drl �p� f
Deerfield Beach, FL 33442( r
(954) 233-1378 Ext242
alender@polyglass.com f. LUEI9 COUNTY BUILDING DIVISION
�MgWff-P FOR COMPLIANc .
Anal Lender I Evftwtb Ily
alender@poiyglass.com b fit .
PLAN§ AND PPRMIT MUST BE WPT ON JOB
Maury Alpert slt- bft Nb INS-PEE-TION(S) WILL BE MADE
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(912) 429-8610
MAlpert@polyglass.cotn
Quality Assurance Representative I
Ariel Lender
Address/Phone/Email
1111 W. Newport Center IIIESE PLANS AND ALL PROPOSED WORK
Deerfield Beach, FL 3344ME SUBJECT TO ANY CORRECTIONS
J
(954) 233-1230 REQUIRED BY FIELD INSPECTORS THAT
ALender@polyglass.com MAY BE NECESSARY IN ORDER TO
I
COMPLY WITH ALL APPLICABLE CODES.
Category
Roofing -
I
Subcategory,
Modified Bitumen Roof System
I
Compliance Method
Evaluation Report from a Florida Registered Architect.or a Licensed Florida
Professional Engineer,
--; Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
Robert Nieminen
the Evaluation Report
Florida License �
PE-59166
FILECOry
Quality Assurance Entity
UL LLC
Quality Assurance Contract Expiration Date
10/06/2018
Validated By
John W: Knezevich; PE
'J; Validation Checklist
- Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
CONCEALED FASTENER %G OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OR RECORD
LF 1654_ 7Qs7_COI 02 17. COI Nieminen.Ddf
Standard
Year
ASTM D6162
2008.
ASTM D6163
2008
ASTM D6164
2011
ASTM D6222
2011
ASTM D6509
2009
FM 4470
2D12
FM 4474
2011
hftgs://www.floridabuilding.org/pr/pr app dtl.aspx7param=wGEVXQwtDgvgqu2w%2bnFgUPv2pw6pKxAhdKjvCZfSdk%2fim%2fYWFx5rxA%3d%3d 1i2
4/1?a2018 IFlorida Building Code Online
UL 1897
2012
Equivalence of Product Standards
Certified B.y
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
09714/2017
09/15/2017
09/22/2017
12/12/2017
FL #
Model, Number on Name
Description
1654,1-
Polyglass SBS and APP. Modified
SBS and APP modified bitumen roof systems
Bitumen Roof Systems
Limits of Use
Installation Instructions
Approved for'use in HVHZ: No I
LF 1654_R27, II 2Z017 09_FINAL_Fj1 ER POLYGLASS_ Oct DBIT_ L1F 654
R22.pdd
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
I
Verified By: Robert Nleminen 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
FL1654_R22 AE 2017 09_FINAL_ER POLYGLASS MODBIT_ L1F 654_
deck. Refer to the. ER Appendix for other!systems and
R22.pdf
deck. types. 2.) Refer to ER, Section 5 forother Limits
Created by Independent Third Party: Yes
of Use.
[3ac9 flext
Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 650-467-1824
The'State of Florida Is an AA/EEO employer.Iright 2007-2013 State of Florida.:: REI Statement,-.: Accesslbllity Statement :: Refund Statement
Under Florida law, email, addresses are public records. If you,do not want your e-mail address released In response to a public -records request, do not send electronic
mail to this entity. Instead,.contact the office by phone,or by traditional mall. If you have any questions, please contact 850A87.1395. •Pursuant'to Section
455.275(1), Florida Statutes, effective October 1,12012,. licensees licensed under chapter 455, F.S. must provide the Department with an email address If they have
one. The emalls. provided may be usetl 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 email address Whichcan be made available to the public, To determine If you are a licensee under Chapter 455, F.S.,
please click here .
product Approval Accepts:
I
Credit.Card
Safe
7
https://www.flodd6building.org/priprjtLaspx?paramF� 212
TRINITY I ERD
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 Christian Street
Oxford, CT 06478
I (203) 262-9245
Polyglass USA, Inc. Evaluation Report. P9290.02.08-1120
150 Lyon Drive I FL1654-R22
Fernley, NV 89408 I Date of Issuance: 02/11/2009
(570) 384-1230 Revision 20: 09/12/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations. governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida (Building Code. The product described herein has been evaluated for
compliance with the 6v' Edition (2017) Florida Building Code sections noted herein.
DEscRIPnom Polyglass SBS and APP Modified Bitumen Roof Systems
I
LABELING: Labeling, shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein. I
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or, provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client lconstitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 6, plus a 58-page Appendix.
Prepared by:
•r�rrrr,,,.,�—
%1. '.
Al3
A.
Robert J.M.NierriinenP.E.Sr"'
� P
'
�;Y��„�����•z••'�, Thefaalm8c zeal appearing was authorized by po6cKNlcminen,
Florida Registration No. 59166, Florida DC4 ANE2983
RE on09/1212017. 7hlsdeesnotsemasaneleK,mndlrsl8ned
document
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research & Design, LLC. 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, I.I.C. 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 TdnitylERD 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.
FRINITY
i ERD
ROOFING SYSTEMS EVALUATION:
1. 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 a Edition
(2017) 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.
2. STANDARDS:
Section
Property
Standard
Year
1504.3.2
Wind
FM 4474
2011
1504.3.2
Wind
UL 1897
2012
1504.7
Impact
FM 4470
2012
1S07.11.2
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 'Pro ierties
ASTM D6509
2009
3. REFERENCES:
Entity
Examiriatidi n
Reference
Date
ERD(TST6049)
Physical Properties
P10490.10.08-2
10/30/2008
ERD M6049)
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 4470/4414
P30550.12.09
12/02/2009
ERD (TST6049)
Physical Properties
P33960.12.10
12/30/2010
ERD (TST6049)
FM 4476/4474
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
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 (TST6D49)
FM 4470/4474
P41630.08.13
08/06/2013
ERD (TST6049)
Physical Properties
P45940.09.13
09/04/2013
ERD (TST6049)
Physical Properties
P44370.30.13
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
OS/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-RI
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 4474/1.11.1897/fAS 114
PLYG-SC13920.05.17
05/30/2017
ERD (TST11294)
FM 4474/UL1897/TAS 114
PLYG-C I-13945.05.17-1
05/30/2017
Exterior Research and Design, U.C.
Evaluation Report P9290.02.08-R20
Certificate ofAuthorization N9503
6D1 EDITION (2017) FBC NON•HVH2 EVALUATION
FL1654-R22
Polyglass Modified Bitumen Roof Systems; (570) 384-1230
Revision 20:09%12/2017
Page 2 of 6
912iitt
ERD (TST11294)
ERD (TST6049)
ERD (7-ST6049)
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 (TSTSB78)
Miami -Dade (CER1592)
Miami -Dade (CER1592)
UL LLC (QUA9625)
4. PRODUCT DESCRIPTION:
Examination
FM 4474/UL1897/TAS 114
FM 4474/UL3897
FM 4474/TAS 114
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FIVI 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
i
FM 4470
FM 4470
FM 4470/44/4
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 I
TAS 114
TAS 114
TAS 114
TAS 114
HVHZ Compliance
Proposal for Review
Quality Control
Reference.
PLYG-CTL13945.05.17-3
PLYG-SC13945.05.17
PLYG-SC15760.09.17
2W7A7.AM
OD3A3.AM
2DOAO.AM
2D5A9.AM
3006646
3001334
3001334
3000857
3004091
3006115
3012321
3014692
3014751
3007170
3,019317
30iO7O3
3018332
3023368
3024594
3023458
3030668
3032172
3049631
3657029
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, R14511
TRINITY f ERD
Date
05/30/2017
05/30/2017
09/11/2017
08/04/1994
04/04/1997
12/23/1999
06/22/1999
O1/04/2000
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
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
membranes make up the subject systems.
TABLE 1: ROLL -GOODS FOR POLYGLASS MODIFIED BITUMEN ROOFSYSfEMS
Type
Product
Specification
Reference
Grade
Type
Base Sheets
Polyglass G2 Base
ASTM D4601
N/A
II
Polyflex SA Base
ASTM D4601
N/A
11
Polyglass APP Base
ASTM D6509
N/A
N/A
Exterior Research and Design, LLC Evaluation Report P9290.02.08-R20
CertijicateofAuthoriratfon49503 67EDITION (2017) FBC NON-HVHZ EVALUATION FL1654RZ2
Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Revision 20:09/1Z/2017
Page 3 of 6
TRINITY 1 ERD
TABLE 1(CONTINUED):
ROLL-GOODS_FOR POLYGLASS MODIFIED BITUMEN ROOF SYSTEMS
Type
Product
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 ER Base
ASTM D6163, Table 2
S
Elastoflex SA V Plus
ASTM D6163
S
G
Elastoflex SA V Plus FR
ASTM D6163
S
I
Elastobase Poly;
ASTM D6164
S
I'
Elastoflexb6
ASTM D6164
S
I.
Elastoflex S6 Type 11
ASTM D6164
S
11
Elastoflex VG i
ASTM D6163
G
T
Elastoflex VG FR
ASTM D6163
G
I
SBS Membranes
Elastoflex 56 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 SAP FR.
ASTM D6164
G
I
Polyreflect
ASTM D6164
S
I
APP Membranes
Polyflex
ASTM D6222
S
I
PblyflexG
ASTM D6222
1'
PolyflexG FR
ASTM D6222
I
Polyfresko G,
ASTM D6222
I
Polyfresko G FR
ASTM D6222
rG
I
Polybond
ASTM D6222
I
Polybond G
ASTM D6222
I
PolyflexSAP
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 Trinity[ERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used
for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Refer to a current Approved Roofing Materials Directory for fire ratings of this product.
5.4 For steel deck installations, foam plastic insulation shall be separated from the building interior in accordance
with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply.
5.5 The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural
members shall be in accordance with FBC requirements to the satisfaction of the Authority Having
Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC
Approval documentation.
5.6 For recover installations, the existing roof shall be examined in accordance with FBC 1511.
Exterior Research and Design, U.C. Evaluation Report P929D.02.08-R20
Certificate ofAathoriration N9503 691 EDITION (2017) FBC NON-HVHZ EVALUATION FL1654-1122
Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Revision 20: 09/12/2017
Page 4 of 6
r
`J T'RINIT Y J ERD
5.7 For mechanically at 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 WDi, 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 2.2A0.1 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 fo i 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(1), 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. "MDP" = 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-
Ceri&ate ofAuthorization N9503 6"' EDITION (2017) FBC NON•HVHZ EVALUATION FL1654-R22
Polyglass Modified Bitumen Roof Systems; (570) 3W1230 Revision 20:09/1212017
Page 5 of 6
I � �
ITRINITYIERD
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-Fbered Roof Coating;
➢ PG300 Fibered Roof Coating;
➢ PG600 Non-Fibered Alum)num,Roof Coating;
➢ PG656 Fibered Aluminum Roof Coating;
➢ PG700 High Quality Elastomeric Roof Coating or,KM Acryl 25"
PG700Q$ (Quick -Set) High Quality,Elastomeric Roof Coating or KMAcryl 25-QS (over granule -surfaced
APP or SBS only);
➢ .PG800 Asphalt. Emulsion Roof Coating;
➢ Polyplus 60 Premium Non-Fibered 'Aluminum Roof Coating;
➢ Polyplus 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.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Atithority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. Rule 61G20-3 CIA
requirements
9. QUALITY AssuRANCE ENTITY:
UL LLC—QUA! 625; (314) 578-3406, k.chancellor@us.ul.com
- THE 58-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
Exterior Research and.Design, I.I.C. Evaluation Report P9290.02.08-R20
CertijlcoteofAuthodkationW03 6.. EDITION (2017) FBC NON-HVHZ EVALUATION FL1654-R22
Polyglass Modified Bitumen Roof Systems; (570) 384.1230 Revision 20g09/12/2017
Page 6 of 6
:r TRINITY f ERD
APPENDIX_ S: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
Table
Deck
Application
Type
Description
Page
1A
Wood
New or Reroof (Tear -Oft)
A-1
Bonded 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
iC
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
10-1
Wood
New or Reroof (Tear -Off)
E
Non=Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover
16.28
SF-2
Wood
New, Reroof (Tear-01`0 or Recover
E
Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 19-21
IG
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 (fear -OM 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.
SA
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, BondedInsulation, Bonded Roof Cover
48
SC
CWF New, Reroof (Tear -Off) or Recover 8 _ Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
49
51)
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
54-5B
79
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: Minimum0.75-Inch penetration.
➢ Steel: Minimum 0.75-Inch penetration and engage the top flute of the steel deck.
➢ Structural concrete: Minimum 1-Inch embedment into pilot hole in accordance with fastener manufacturer's published Installation Instructions.
3. Unless otherwise noted, Insulation may be any one layer or combination of polylsocyanurate, polystyrene, wood fiberboard; perlite, gypsum -based roof board or mineral -wool roof board that meets the QA
requirements of F.A.C. Rule 51G20-3 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 Trinityi ERD Evaluation Report P9290.02.0B-R20 for FL1654-R22
Certificate of Authorization N9503 0' EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/12/2017
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (576) 384-2230 Appendix 1, Page 2 of 58
TRIN11Y I ERD
Minimum 200 psi, minimum 2-Inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base
sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and
structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC
Approval documentation. _
S. Preliminary Insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.2.3 of FM Loss Prevention Data Sheet 1-29 (January 2016).
Unless otherwise noted, Insulation adhesive application rates areas follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published Instructions.
D Hot asphalt (HA):
Full coverage at 25-30lbs/square.
D Dow INSTA STIK Quik Set Insulation Adhesive (D-IS):
Continuous 0.75 to 1-inch wide ribbons,12-inch c.c.
D Millennium One Step Foamable Adhesive (M-OSFA):
Continuous 0.25 to 0.5-Inch wide ribbons,l2-Inch o.c.
D Mlllennium.PG-1 Pump Grade Adhesive (M-PGi):
Continuous 0.25 to 0.5-Inch wide ribbons, 12-Inch o.c.
D OMG OlyBond 500 (OB500): _
Continuous 0.75 to i-Inch wide ribbons,12-Inch o.c. (PaceCart or SpotShot). Note., OlyBond Green may be used where Oly8and 500 Is referenced.
D OlyBond Classic (08 Classic):
Full coverage at 1 gal/square.
D ICP Adhesive & Sealants CR-20:
Continuous 2.5-3.5-inch wide ribbons,12-Inch o.c.
Note: When multiple layers(s) of insulationand/or coverboard are Installed In rlbbonwpplied adhesive, boord)olnts shall be staggered.
D Note: The maximum edge distance from the adhesive
ribbon to the edge of the insulatlon.board shall be notless than one-hblf the specified ribbons spacing.
Unless otherwise noted, all Insulations are flat -stack or taper
hoard of the minimum thickness noted. Tapered polyisocyanurate at the fallowing 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 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 psf (Min. 0.5-Inch thick)
D Millennium PG-1 Pump Grade Adhesive (M-PGi):
MDP -157.5 psf (Min. 0.5-Inch thick)
D OMG OlyBond 500 (013500):
MDP -45.0 psf (Min, 0.5-Inch thick Multi -Max FA-3)
D OMG OlyBond 500 (08500):
MDP -187.5 psf (Min. 0,5-inch thick ISO 95+GL)
D OMG OlyBond 500 (OB500):
MDP -315.0 psf (Min. 0.5-Inch thick ENRGY 3)
D OMG OlyBond SOD (OB500):
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)
8. Bonded polylsocyanu rate 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 WD3, FM Lass
Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk• carrythe 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 banded 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 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 orTesting 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.
24. 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, I.I.C. d/b/a Trinity IERD Evaluation Report P9290.02.08-R20 for FL1654.R22
Certificate of Authorization 09503 6" 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 2 of 58
�J. TRINITY i ERD
15. Unl
TABLE 1: POLYGLASs ROOF COVERS
Reference
Laver
Material
Application
BP -AA
(Base and Ply sheets, Asphalt-
Applied)
Base Ply
One or more plies Polyglass G2 Base, FBC Approved ASTM D4601, Type II
Hot Asphalt at 20-40
Ibs/square
Ply
One or more plies Polyglass Ply IV, Polyglass Ply VI, FBC Approved ASTM D2178, Type IV or VI
Note:
Asphalt-applled sheets or Insulation shall not be applied to poly -film surfaced membranes.
SBS-CA1
Base Ply
One ply Elastobase (sand/sand), Elastoflex V, Elastoflex 56, Elastoflex S6 Type II, Polyglass HT Base 650
PG350 at 1.5-2.0
gal/square
Cap Ply
Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield
TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
SBS-CA2
Base Ply
One ply Elastobase (sand/sand), Elastoflex V, Elastoflex 56, Elastoflex S6 Type II
Palyplus 35 at 2.5-2.0
gal/square
Cap Ply
Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex 56 Type II, Elastoflex 56 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield
TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
SBS-AA
(SBS, Asphalt -Applied)
Base Ply or Ply
One or more plies Elastabase (sand/sand or poly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V, Elastoflex S6, Elastoflex
56 Type II, Polyglass HT Base 650
Hot Asphalt at 20.40
Ibs/square
Cap Ply
Elastoflex V,'Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex 56 Type 11, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G,
Elastoshield TS-G FR, Polyfresko G SBS (sand -backed); Polyfresko GSBS FR (sand -backed)
Note:
Asphalt-applled sheets orinstilatian shall not be applied to poly film surfaced membranes. -- — -
SBS-TA
(SBS, Torch-Applled)
Base Ply or Ply
One or more plies Elastabase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex S6, Elastoflex S6 Type II, Polyglass HT Base
650
Torch -Applied
Cap Ply
Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex S6 Type 11, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G,
Elastoshleid TS-G FR, Polyfresko G SBS (poly -film backed), Polyfresko G SBS FR (poly -film backed)
SBS-SA
(SBS, Self -Adhering)
Base Ply
One or more plies Elastoflex SA V Base, Elastoflex SA V FR Base, Elastoflex SA V Plus, Elastoflex SA V Plus FR
Self -Adhering
Cap Ply
Elastoflex SA P, Elastoflex SA P FR, Polyreflect
Note:
Unless otherwise noted, permissible membrane substrates forSBS-SA are limited to the SBS-SA Base Ply options herein,
Elastobase (poly/sand) or Elastabase (poly/poly).
APP-CA1
Cap Ply
Polyflex G FR
P6350 at 1.5-2.0
gal/square
APP-TA
(APP, Torch-Applled)
Base Ply or Ply
One or more plies Polyglass APP Base, Polyflex, Polybond
Toren -Applied
Cap Ply
Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko G, Polyfresko G FR
APP-SA
(APP, Self -Adhering)
Cap Ply
Polyflex SA P, Pol ex SA P FR, Polyfresko G SA, Polykool
Self -Adhering
Note:
Unless otherwise noted, permissible membrane substratesforAPP-SA, are limited to the SBS-SA Base Ply options herein,
Elastobase (poly/sand) or Elastobase (poly/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. Refer to current Roofing Materials Directory for fire ratings
associated with coating usage.
D PG200 Non Fibered Roof Coating;
D PG300 Fibered Roof Coating;
D PG600 Non-Fibered Aluminum Roof Coating;
D PG65D Fibered Aluminum Roof Coating;
D PG70D High Quality Elastomedc Roof Coating or KM Acryl 25;
➢ PG7000S (Quick Set) High Quality Elastameric Roof Coating or KM Acryl 25-QS (for granule -surfaced APP or SBS only);
D PG800Asphalt Emulsion Roof Coating;
➢ Polyplus 60 Premium Non-Fibered Aluminum Roof Coating;
D Polyplus 65 Premium Fibered Aluminum Roof Coating;
D Polybdte 70 Premium Grade Elastameric Roof Coating or KM Acryl 15;
D Polybdte 70Q5 (Quick Set) Premium Grade Elastameric Roof Coating or KM Acryl 1S-QS (for granule -surfaced APP or SBS only);
D Polybdte 90 High Solids Silicone Roof Coating or Polybrte 95 Silicone Roof Coating.
Exterior Research and Design, U.C. d/b/a Trinity]ERD Evaluation Report P9290.02.08-R20 for FL3654-R22
Certificate of Authorization 09503 e" EDITION (2017) FBC NON-HVH7 EVALUATION Revision 20: 09/12/2017
Prepared by: Robert Nleminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384.1230 Appendix 1, Page 3 of SS
TRINITY I ERD
17. Dens Deck shall be fleld-primed with PG100 prior to self -adhering membrane application. Refer to tables herein for other priming requirements.
18. Vapor barrier 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 below vs. those In Table 3A
nnnliec
VAPOR BARRIER OPr1ONS, STRUCTURAL CONCRETE DECK; ADHERED INSULATION PER TABLE 3A
Option fl
Primer
Vapor Barrier
Insulation Adhesive
MDP (psi)
Type
-
Attach
VB-1.
PG200
Elastoflex SA V Plus
Self:Adhering
Inta-Stik or CR-20,12-inch o.c.
-50.0
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.
-7S.0
VB-4.
PG100
Elastoflex SA P
Self -Adhering
Millennium One Step Foanable Adhesive,12-inch o.c.
-157.5
VB-S.
PG100
Elastoflex SA P
Self -Adhering
CR-20,12-inch o.c.
-270.0
VB•6.
P6100
Elastoflex SA V Base, Elastoflex SA V FR Base,
Elastoflex SA V Plus, Elastoflex SA V.Plus FIR
Self -Adhering
Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade
Adhesive, OlyBond SOO or CR-20,124nch 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 FBC 1609 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 ofAuthoriration 49503 61a EDITION (2017) FBC NON•HVHZEVALUATION Revision 20:09/12/2017
Prepared by: Robert Nieminen, PE-59166 PDlyglass Modified Bitumen Roof Systems; (S70) 394-1230 Appendix 1, Page 4 of SS
C--,J�� )f ter\
�� TRINII� � ERD
TABLEIF-2: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER
SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET (SCREWS StPLATES), BONDED ROOF COVER
System
1
Base Sheet
I
Roof Cover
(Note 15)
MOP
No.
Deck (Note U
(Ps1
Type Fasten Attach
Base Ply Cap
• SELF -ADHERING BASE PLY:
-
Min.19/32-
Elastobase, Elastobase P
Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast 814
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 N14
12-Inch o.c. in 4-inch lap and 12-inch o.c. 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 Roofgrlp 812
12-inch o.c. in 4-Inch lap and 12-inch o. - 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 Roofgrlp fl12
12-inch o.c. in 4-Inch lap and 127inch o.c. In two
Polyflex SA Base
APP lA
60.0
inch plywood
(poly -film top)'
(2), equally spaced, staggered center rows
TABLE 1G WOOD DECKS —NEW CONSTRUCTION ORREROOF (TEAR -OFF)
SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER _
System
Deck (Note 1)
Primer
Roof Cover (Note 15)
MDP (psf)
Joint Treatment
Base Ply
Ply
Cap Ply,'
No.
Mim 25/32-
SBS-SA
(Optional) SBS-SA; SBS-
SBS-SA, APP-SA, SBS-
90.0
W-140
Inch plywood
None
None
TA, APP-TA
TA, APP-TA
W-141
Min.15/32-
(Optional).PG100
None
Pol Yfl ex SA Base
(Optional) APP.-TA
APP.-TA
-90.0
inch plywood
W-142
Min.15/32-
PG100
None
SBS-SA
(Optianal)`SBS-SA; SBS-
SBS-SA, APP-SA, SBS-
7
g5
Inch plywood
TA, APP-TA
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 Base or
(Optional) SBS-SA, SBS-
SBS-SA, APP-SA, SBS-
-97.5
W-143
inch plywood
(Optional) PG100
place to create continuous bond.
Elastoflex SA V Fit Base
TA, APP-TA
TA, APP TA
W-144
Mln. iQ32-
WB-3000
None
SBS-SA
(Optional)
SBS-SA, APP=SA, SBS-
TA,
105.0
Inch plywood
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-
SB5-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
NT14i :
Min.15/32-
(Optional) PG100
Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled into
polyflex SA Bps
N
(Optional) APP TA
)
APP TAB
inch plywood
place to create continuous bond.
ExteriorResearchandResign,4LC d/b/aTrinity (ERD
Certificate of Authorization'119503
Prepared by: Robert Nieminen, PE-59166
6T" EDITION (2017) FBC NONTHV14Z EVAIJUATION
Polyglass Modified Bitumen Roof Systems; (570) 384-1230
Evaluation Report P9290.02.08-R20 for FhjQ 3441Z
Revision 20: 09/12/2617
Appendix 1, Page 21 of 58