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•
FL #
Application Type
Code Version
Application Status
Comments
Archived
FL1654-R22
Revision
2017
- - - ---- -- Approved - -- -- -
Product Manufacturer
Address/Phone/Email
ca9
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Authorized Signature
pa
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Technical Representative
®
Address/Phone/Email
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Quality Assurance Representative
Address/Phone/Email
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POLYGLASS USA
150 Lyon Drive
Fernley, NV 89408
(570) 384-1230 Ext 242
jakins@polyglass.com
James Akins
jakins@polyglass.com
Maury Alpert
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(912)429-8610
MAIpert@polyglass.com
Ariel Lender
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
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1/11/2018
Florida Building Code Online
(954) 233-1230
ALender@polyglass.com
Category Roofing
Subcategory Modified Bitumen Roof System
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
0 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nieminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/06_ /2018
Validated By John W. Knezevich, PE
9 Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL1654 R22 COI 2017 01 COI Nieminen.odf
Standard
Year
ASTM D6162
2008
ASTM D6163
2008
ASTM D6164
2011
ASTM D6222
2011
ASTM D6509
2009
FM 4470
2012
FM 4474
2011
UL1897
2012
https://www.floridabuilding.orglpr/pr app dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUPv2pw6pKxAhdKjvCZfSdk%2fxn%2fYWFx5rxA%3d%3d 2/4
1/11/2018
Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
09/14/2017
09/15/2017
09/22/2017
12/12/2017
FL #
Model, Number or 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
FL1654 R22 II 2017 09 FINAL Al ER POLYGLASS MODBIT FL1654-
R22.pdf
Approved for use outside HVHZ: Yes
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
FL1654 R22 AE 2017 09 FINAL ER POLYGLASS MODBIT FL1654-
R22.pdf
deck. Refer to the ER Appendix for other systems and
deck types. 2.) Refer to ER, Section 5 for other Limits
Created by Independent Third Party: Yes
of Use.
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Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility 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 mail. If you have any questions, please contact 850.487,1395. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emails 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 email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S.,
please click here .
Product Approval Accepts:
= ® ® 99
https://www.floridabuilding.org/prlpi app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUPv2pw6pKxAhdKjvCZfSdk%2fxn%2fYWFx5rxA%3d%3d 3/4
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https://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUPv2pw6pKxAhdKjvCZfSdk%2fxn%2fYWFx5rxA%3d%3d 4/4
'"T IMNIERD
EVALUATION REPORT
Polyglass USA, Inc.
150 Lyon Drive
Fernley, NV 89408
(570)384-1230
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 Christian Street
Oxford, CT 06478
(203)262-9245
Evaluation Report P9290.02.08-R20
FL1654-R22
Date of Issuance:02/11/2008
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 Eth Edition (2017) Florida Building Code sections noted herein.
DESCRIPTION: Polyglass SBS and APP Modified Bitumen Roof Systems
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
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 constitutes 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:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorized by Robert Nleminen,
P.E. on 09/12/2017. This does not serve as an electronically signed
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, 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.
5. 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.
(_)0
\,l TRINI"IY 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 61h 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
1504.3.1
Wind
FM 4474
2011
1504.3.1
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:
Enti
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
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-Ri
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)
UL1897
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, I.I.C. Evaluation Report P9290.02.08-1120
Certificate of Authorization N9503 6EDITION (2017) FBC NON-HVHZ EVALUATION F1.1654-1122
Polyglass Modified Bitumen Roof Systems, (570) 384-1230 Revision 20: 09/12/2017
Page 2 of 6
�l TRINIIYJERD
Kntitf
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/TAS 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 (TST1867)
FM 4470
3000857
01/12/2000
FM Approvals (TST1867)
FM 4470
3004091
01/12/2000
FM Approvals (TST1867)
FM 4470
3006115
05/02/2001
FM Approvals (TST1867)
FM 4470
3012321
07/29/2002
FM Approvals (TST1867)
FM 4470
3014692
08/05/2003
FM Approvals (TST1867)
FM 4470
3014751
08/27/2003
FM Approvals (TST1867)
FM 4470
3007170
01/13/2004
FM Approvals (TST1867)
FM 4470
3019317
06/30/2004
FM Approvals (TST1867)
FM 4470
3020703
07/30/2004
FM Approvals (TST1867)
FM 4470/4474
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 (TST5878)
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 the Limitations / Conditions of Use herein. The following Polyglass
membranes make up the subject systems.
TABLE 1: ROLL -GOODS FOR POLYGLASS MODIFIED BITUMEN ROOF SYSTEMS
Type
Product
Specification
Reference
Grade
Type
Base Sheets
Polyglass G2 Base
ASTM D4601
N/A
II
Polyflex SA Base
ASTM D4601
N/A
II
Polyglass APP Base
ASTM D6509
N/A
N/A
Exterior Research and Design, LLC. Evaluation Report P9290.02.08-1120
Certificate ofAuthorization #9503 6T" 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
(_)0
V I RINITY J ERD
TABLE 1(CONTINUED)_:
ROLL-GOOD.s 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
1
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
Polybond
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
S. 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, LLC. Evaluation Report P9290.02.08-R20
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL1654-RZZ
Polyglass Modified Bitumen Roof Systems, (570) 384-1230 Revision 20: 09/12/2017
Page 4 of 6
��NITY I 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 WD1, FM Loss
Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS
137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss
Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
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(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
Certificate of Authorization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL1654-RZ2
Polyglass Modified Bitumen Roof Systems, (570) 384-1230 Revision 20: 09/12/2017
Page 5 of 6
1 �
f
TRINITYJERD
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;
➢ 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 Authority 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 QA
requirements
9. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625; (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 119290.02.08-1120
Certificate of Authorization #9503 6n' 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
'�i I RINIIY I ERD
Table
Deck
Application
Type
Description
Page
1A
Wood
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
5
113-1
Wood
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
5-9
113-2
Wood
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
10-11
1C
Wood
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
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
1F-1
Wood
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover
16-18
1F-2
Wood
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover
19-21
SG
Wood
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
21
2A
Steel or Structural concrete
New, Reroof (Tear -Of) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
22-24
2B
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
25-28
2C
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
D
Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover
29-31
3A
Structural concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
32-40
3B
Structural concrete
New or Reroof (Tear -Off)
F
Non -insulated, Bonded Roof Cover
40
4A
LWIC
New or Reroof (Tear -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 or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
44-46
5A
CWF
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
47
5B
CWF
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
48
5C
CWF
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
49
SD
CWF
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
49
5E
CWF
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, 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
61)
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:
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.
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 fastener manufacturer's 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 QA
requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when Installed with the roof cover.
Exterior Research and Design, L-C. d/b/a Trinity IERD Evaluation Report P9290.02.08-R20 for FL3654-1122
Certificate of Authorization #9503 6T" 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
\-,I TRINITY 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.
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).
Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published Instructions.
➢ Hot asphalt (HA): Full coverage at 25-30 Ibs/square.
➢ Dow INSTA STIK Cluck Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c.
➢ Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-Inch o.c.
➢ Millennium PG-1 Pump Grade Adhesive (M-PG3): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c.
➢ OMG OlyBond 500 (OB500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCartor SpotShot). Note: OlyBond Green maybe used where Olyflond 500 is referenced.
➢ 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.
Unless otherwise noted, all insulations are flat -stock or taper board of the minimum thickness noted. Tapered polyisocyanu rate at the following thickness limitations may be substituted with the following Maximum
Design Pressure (MDP) limitations. In no case shall these values be used to 'Increase'
the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed 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 Foamable Adhesive (M-OSFA):
MDP -157.5 psf
(Min. 0.5-inch thick)
➢ Millennium PG-1 Pump Grade Adhesive (M-PG1):
MDP -157.5 psf
(Min. 0.5-inch thick)
➢ OMG OlyBond 500 (OB500):
MDP -45.0 psf
(Min. 0.5-inch thick Multi -Max FA-3)
➢ OMG OlyBond 500 (OB500):
MDP -187.5 psf
(Min. 0.5-inch thick ISO 95+ GL)
➢ OMG OlyBond 500 (OB500):
MDP -315.0 psf
(Min. 0.5-inch thick ENRGY 3)
➢ OMG OlyBond 500 (OB500):
MDP -487.5 psf
(Min. 0.5-inch thick ACFoam 11)
➢ ICP Adhesives & Sealants CR-20:
MDP -117.5 psf
(Min. 1.0-inch thick)
8. Bonded polyisocyanu 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 WD1, FM Loss
Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss
Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
10, For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no 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 IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124.
13. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application.
14. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC
Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-inches.
For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1.
Exterior Research and Design, I.I.C. d/b/a Trinity( ERD Evaluation Report P9290.02.08-R20 for FL3654-R22
Certificate of Authorization #9503 15M 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
\l TRINITY I ERD
15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications.
TABLE 1: POLYGLAss ROOF COVERS
Reference
Layer
Material
Application
BP -AA
Base Ply
One or more plies Polyglass G2 Base, FBC Approved ASTM D4601, Type II
(Base and Ply sheets, Asphalt-
Ply
One or more plies Polyglass Ply IV, Polyglass Ply VI, FBC Approved ASTM D2178, Type IV or VI
Hot Asphalt at 20-40
Ibs/square
Applied)
Note:
Asphalt -applied sheets or Insulation shall not be applied to poly -film surfaced membranes.
Base Ply
One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 Type II, Polyglass HT Base 650
1.5-2.0
SBS-CAi
Cap Ply
Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type 11, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield
PG350 at
gal/square
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
SBS-CA2
Cap Ply
Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type 11, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield
Polyplus 35 at 1.5-2.0
gal/square
TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
Base Ply or Ply
One or more plies Elastobase (sand/sand or poly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V, Elastoflex S6, Elastoflex
56 Type 11, Polyglass HT Base 650
SBS-AA
(SBS, Asphalt -Applied)
Cap Ply
Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G,
Hot Asphalt at 20 40
Ibs/square
Elastoshield TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
Note:
Asphalt -applied sheets or insulation shall not be applied to poly film surfaced membranes.
Base Ply or Ply
650 or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex S6, Elastoflex S6 Type II, Polyglass HT Base
SBS-TA
(SBS, Torch -Applied)
Cap Ply
Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G,
Torch -Applied
Elastoshield TS-G FR, Polyfresko G SBS (poly -film backed), Polyfresko G SBS FR (poly -film backed)
Base Ply
One or more plies Elastoflex SA V Base, Elastoflex SA V FR Base, Elastoflex SA V Plus, Elastoflex SA V Plus FR
SBS-SA
Cap Ply
Elastoflex SA P, Elastoflex SA P FR, Polyreflect
Self
(SBS, Self -Adhering)
Unless otherwise noted, permissible membrane substrates for SBS-SA are limited to the SBS-SA Base Ply options herein,
-Adhering
Note:
Elastobase (poly/sand) or Elastobase (poly/poly).
APP-CAi
Cap Ply
Polyflex G FR
PG350 at 1.5-2.0
gal/square
APP-TA
Base Ply or Ply
One or more plies Polyglass APP Base, Polyflex, Polybond
"
(APP, Torch -Applied)
Cap Ply
Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko G, Polyfresko G FR
Torch -Applied
Cap Ply
Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Polykool
APP-SA
(APP, Self -Adhering)
Note:
Unless otherwise noted, permissible membrane substrates for APP-SA are limited to the SBS-SA Base Ply options herein,
Self -Adhering
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.
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;
➢ 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 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 (forgranule-surfaced APP or SBS only);
➢ Polybrite 90 High Solids Silicone Roof Coating or Polybrite 95 Silicone Roof Coating.
Exterior Research and Design, U.C. d/b/a Trinity) ERG
Certificate of Authorization N9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384-1230
Refer to current Roofing Materials Directory for fire ratings
Evaluation Report P9290.02.08-R20 for FL1654-1122
Revision 20: 09/12/2017
Appendix 1, Page 3 of 58
\,l 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.
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
applies:
',VAPOR BARRIER OPTIONS, STRUCTURAL CONCRETE DECK; ADHERED INSULATION PER TABLE 3A - -
Option #
Primer
Vapor Barrier
Insulation Adhesive
MDP (psf)
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.
PG100
Elastoflex SA P
Self -Adhering
Millennium One Step Foamable Adhesive, 12-inch o.c.
-157.5
VB-5.
PG100
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
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 FBC 1609 for determination of design wind loads.
Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report P9290.02.08-1120 for FL3654-1122
Certificate of Authorization #9503 6TM 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 4 of 58
�I TRINITY J ERD
TABLE 1F 2 WOOD DECKS= NEIN CONSTRUCTION, REROOF (TEAR-C�FF)-OR 0 ECOVER
--
SYSTEM TYPE.E: NON -INSULATED, MECHANICALLYATTACHED BASE SHEET-(; iR s& PLATES),,BONDED ROOF COVER
System
Base Sheet
Roof Cover (Note 15)
MDP
No.
Deck (Note i)
Type
Fasten
Attach
Base Ply
Cap
(Psf)
SELFADHE JNG BASE PLY:.:.
Min. 19/32-
Elastobase, Elastobase P
Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast #14
12-inch o.c. in 4-inch lap and 12-inch o.c. in two
SBS-SA
SBS-SA, APP-SA, SBS-
_52.5'
W-136
inch plywood
(poly -film top)
orTrufast 3" Metal Insulation Plate with Trufast HD
(2), equally spaced, staggered center rows
TA, APP-TA
W-137
Min. 19/32-
Elastobase, Elastobase P
Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast #14
12-inch o.c. in 4-Inch lap and 12-inch o.c. in two
Polyflex SA Base
APP-TA
-52.5•
inch plywood
(poly -film top)
orTrufast 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-
�'0•
inch plywood
(poly -film top)
(2), equally spaced, staggered center rows
TA, APP-TA
rw-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
Polyflex SA Base
APP-TA
inch plywood
(poly -film top)
(2), equally spaced, staggered center rows
TAB — LE iG: WOOD DECKS ,.NEW CONSTRUCTION OR REROOF;(TEAR OFF)
�. `� SYSTEM TYPE F: NQN INSULATED;+BONDED ROOF COVER ,
. -
System
Deck (Note 1)
Primer
Roof Cover (Note 15)
MOP (psf)
Jolnt Treatment
Base Ply
Ply
Cap Ply
No.
M-N
nch t woo
None
None
SBS SA
Pt�o
T APP TA
TA PTA
-90.0
W-141
Min. 15/32-
(Optional) PG100
None
Polyflex SA Base
(Optional) APP-TA
APP-TA
-90.0
inch plywood
W-142
Min. 15/32-
PG100
None
SBS-SA
(Optional) SBS-SA, SBS-
SBS-SA, APP-SA, SBS-
97 5
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 FR Base
TA, APP-TA
TA, APP-TA
W-144
Min. 15/32-
WB-3000
None
SBS-SA
(Optional)
SBS-SA, APP-SA, SBS-
-105.0
inch plywood
I
TA, APP TA
Min. 15/32-
Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled into
Elastoflex SA V Plus or
(Optional) SBS-SA, SBS-
SBS-SA, APP-SA, SBS-
-135.0
W-145
inch plywood
(Optional) PG100
place to create continuous bond.
Elastoflex SA V Plus FIR
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, U.C. d/b/a Trinity) ERD Evaluation Report P9290.02.08-1120 for FL3654-1122
Certificate of Authorization #9503 6T" 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 21 of 58