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Product Approval Menu > Product or Application Search > Application List > Application Detail
i n a ��a' •
I,
FL At
FL1654-R22
Application Type
Revision
Code Version
2017
Application Status
Approved
i
Comments
,I
Archived
I
Product Manufacturer
IIPOLYGLASS USA
Address/Phone/Email
I1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(954)233-1378 Ext242
alender@pdlygla.ss.com
Authorized Signature
Arlel Lender
alender@polyglass.com
Technical Representative
Maury Alpert
Address/Phone/Email
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(912)429-8610
MAlpeft@polyglass.com
Quality Assurance Representative
Ariel Lender
Address/Phone/Email
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(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
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nleminen
the 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
:- Validation Checklist- Hardcopy Received
Certificate of Independence FL1654_B22?,_COI ZL17 of COI Niemir.eWdf
Referenced Standard and Year (of Standard) Standard Year
ASTM D6162 2008
ASTM D6163 2008
ASTM D6164 2011
ASTM D6222 2011
ASTM D6509 2009
FM 4470 2012
FM 4474 2011
hfps://www.flafidabuilding.org/pr/pi app_dtl.aspx7param=WGEVXQWtDgvgqu2w°/p2bnFgUPv2pw6pKxAhdKjvCZfSdkp/o2fxn%2fYWFx5rxAD/o3d%3d 1/2
I
4/18/2018 Florida Building Code Online
UL 1897
2012
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
09/14/2017
Date Validated
09/15/2017
Date Pending FBC Approval
09/22/2017
Date Approved
12/12/2017
Summary of Products
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
Approved for use outside HVHZ: Yes
FL1654_R22_l3_2017_09_ I AL_&j_ERPOLYGLASS_ OM DBIT_ 165 -
�7 pLf
Impact Resistant: N/A
Verified. By: Robert Nieminen PE-59166
Design Pressure: +N/A/-622.5
Other: 1.) The design pressure in this application
relates to one particular assembly over concrete
deck. Refer to the ER Appendix for other systems and,
Created by Independent Third Party: Yes
Evaluation Reports
LF 1654_R22 AE 2017_09_FINAL_ER POLYGLASS_MODBIT_FL1654-
R22 pdf
deck types. 2.) Refer to ER, Section 5 for other Limits
of Use.
Created by Independent Third Party: Yes
Bocic Next
Contact Us,:: 2601 Blair Storie Road. Tallahassee FL 32399 Phone: 850.487-1824
The State of Florida Is an WEED 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
mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395; *Pursuant to Section
45S.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 emalls provided may be used for of vial communication with the Ilcensee. 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 er .
Product Approval Accepts!
�ruT• rg--i R eCpxl.
Credit Card
Safe
httpsJ/www.fioridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvgqu2w°/a2bnFgUPv2pw6pKxAhdKvCZfSdk°/v2fxn%2fYWFk5rxA°/a3d%3d 212
EXTERIOR RESEARCH & DESIGN, I.I.C.
Certificate of Authorization #9503
T�T�SRINFFY I ERD 353 Christian Street
Oxford, CT 06478
(203) 262-9245
EVALUATION REPORT
Polyglass USA, Inc. Evaluation Report P9290.02.0871120
150 Lyon Drive FL1654-1122
Fernley, NV 89408 Date of Issuance: 02/12/2008
(S70) 384-1230 Revision 20i; 09/12/2017
SCOPE:
This Evaluation Report is issued under Rule 611320-3 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 6ei 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 Nieminen,
P.E. an09/12/2017. This does not serve as anelectronically signed
document.
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research & Design, LLC, d/b/a Trinity I ERD dor
es not have, nor does it intend to acquire or 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 TrinityI 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.
UITRINITYIERD
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 6th 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:
Entity
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
P137.70.09.09
09/10/2009
ERD (TST6049)
FM 4470/4474
P30540.11.09-91
11/30/2009
ERD (TST6049)
FM 4470/4474
P30550.12.09
12/02/2009
ERD (TST6049)
Physical Properties
P33960.12.10
12/30/2010
ERD (TST6049)
FM 4470/4474
P33970.03.11
03/15/2011
ERD (TST6049)
Physical Properties
P37590.03.13-3A
03/06/2013
ERD (TST6049)
FM 4470/4474
P39680.03.13
03/04/2013
ERD (TST6049)
Physical Properties
P37590.03.13-1-R1
06/26/2013
ERD (TST6049)
Physical Properties
1337590.03.134-111
07/01/2013
ERD (TST6049)
Physical Properties
P37590.07.13-2
07/01/2013
ERD (TST6049)
Physical Properties
P37590.03.13-5-R1
07/01/2013
ERD (TST6049)
Physical Properties
P37590.07.13-1
07/02/2013
ERD (TST6049)
FM 4470/4474
P41630.08.13
08/06/2013
ERD (TST6049)
Physical Properties
P45940.09.13
09/04/2013
ERD (TST6049)
Physical Properties
P44370.10.13
10/04/2013
ERD (TST6049)
Physical Properties
P39520.09.14-2
09/11/2014
ERD (TST6049)
FM 4470/4474
SC6160.11.14
11/10/2014
ERD (TST6049)
Physical Properties
PLYG-1245440SC.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)
FIV14470/4474
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/UL1897/TAS 114
PLYG-SC13920.05.17
05/30/2017
ERD (TST11294)
FM 4474/UL1897/TAS 114
PLYG-CTL13945,05.17-1
05/30/2017
Exterior Research and Design, U.C. Evaluation Report P9290.02.08-1120
Certi lcate of Authorhatlon EDITION (2017)'FBC NON•HVHZ EVALUATION FL1654-1122
Polyglass Modified Bitumen Roof Systems, (570) 384-1230 Revision 20: 09/22/2017
Page 2 of 6
�INITYJERD
Enifty
Examination
Reference
Date
ERD (TST11294)
FM 4474/UL1897/TAS 114
PLYG-C I-13945.05.17-3
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
07/29/1002
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 4470/44.74
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 (CER3592)
HVHZ Compliance
Various NOAs
Various
Miami -Dade (CER1592)
Proposal for Review
10-0823
10/12/2010
UL LLC (QUA9625)
QualityControl
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. I:ROLL-GOODSTORPOLYGLASS:MODIFIED•BITUMENROOFSYSTEMS' -
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, I.I.C. Evaluation Report P9290.02.08-1120
Certfflcate of Authorization #9503 6P EDITION (2017) FBC NON-HVHZ EVALUATION F1.1654-1122
Polyglass Modified Bitumen Roof Systems; (570) 394-1230 Revision 20: 09/12/2017
Page 3 of 6
4.
C0
J'TRINITY I ERD
TABLE 1(CONTINUED): ROLL-GOODS'FOR'P.O.LYGLASS. MODIFIED,BITUMEN'ROOF:SYSTEMS,
Type
Product
Specification
Reference
Grade
Type
SBS Membranes
Polyglass HT Base 650
ASTM D6162
5
III
Elastobase
ASTIVI D6163
S
I
Elastoflex V
ASTM D6163
5
1
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
5
1
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
5
II
Elastoflex VG
ASTM D6163
G
I
Elastoflex VG FR
ASTM D6163
G
I
SBS Membranes
Elastoflex S6 G
ASTM D6164
G
1
Elastoflex S6 G FR
ASTM D6164
G
I
Polyfresko G SBS (sand or poly-filmbacked)
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
1
Polyfresko G FR
ASTM'D6222
G
Polybond
ASTM D6222
5
1
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, I.I.C. Evaluation Report P9290.02.08-1120
Certi tote of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FI.1654-1122
Polyglass Modified Bitumen Roof Systems, (570) 384-1230 Revision 20: 09/12/2017
Page 4 of 6
fl-RINITY 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 WDl, 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.
5A1 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 windr 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
Certiflcate of Authorization A9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL1654R22
Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Revision 26: 09/12/2017
Page 5 of 6
TRINITY I ERD
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;
➢ PG.700QS (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 614320-3 QA
requirements
9. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625; (314) 578-3406, k:chancellor@us.ul.com
- THE SS -PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
Exterior Research and Design, U.C. Evaluation Report P9290.02.08-R20
Certljrcote,ofAuthorfzatfon 49503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL1654-R22
Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Revision.20f 09/12/2017
Page 6 of 6
(TTRINITYIERD
Table Deck
1A Wood New or Reroof (Tear -Off) 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
18-2
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
3E
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
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 (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. Attache&Base Sheet, Bonded Roof Cover
44-46
SA
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
SC
CWF New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
49
SD
CWF New,.Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover
49
5E
CWF New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet Bonded'.Raof 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 0.754nch 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 polyisocyanurate, polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral -wool roof board that meets the OA
requirements of F.A.C. Rule 611320-3 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, U.C. d/b/a Trinity(ERD Evaluation Report 139290.02.084120 for FL3654-R22
Certificate of Authorization tt9503 a EDITION, (2017) FBC N0N-HVH2 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
.J C/0_rnINITY 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, banded 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, referto Section 2.2.10.1.3 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.
➢ Hot asphalt (HA):
Full coverage at 25-30 lbs/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,12-inch o.c.
12-inch (PaceCart or SpotShot). Note: OlyBond Green may be used where O1yBond 500 is referenced.
➢ OMG OlyBond 500 (OB500):
Continuous 0.75 to 1-inch wide ribbons, o.c.
➢ OlyBond Classic (OB Classic):
Full coverage at 1 gal/square.
➢ ICP Adhesive & Sealants CR-20:
Continuous 2.5-3.54hch wide ribbons, 22-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 -stack or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following.thickness limitations may be substituted with the following Maximum
Design Pressure (MDP) limitations. In no case shall these values be used to 'increase' the MOP listings in the tables; rather if MDP listing below meets or exceeds that listed for a particular system in the tables; then
the thinner board listed below maybe 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)
➢ Millennium PG-1 Pump Grade Adhesive (M-PG3):
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)
➢ 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 II)
D ICP Adhesives & Sealants CR-20:
MDP -117.5 psf (Min.1.0-Inch thick),
B. 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 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 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 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, LLC. d/b/a Trinityl ERD Evaluation Report P9290.02.08.820 for FL3654-1122
Certificate of Authorization #9503 61" 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
15.
J I KINIIYIERD
-J ..C.- M.. C..ii ..f.. ..$- r inr L.nn,4 4 t. nl., cknnt n llrntlnn.
LASS ,
TABLE-1:.POLYGRb6FGOVERS,
Reference
Layer
Material
Applica on.
BP -AA
Base Ply
One or more plies Polyglass G2 Base, FBC Approved ASTM D4601, Type II
Hot Asphalt at 20-40
(Base and Ply sheets, Asphalt-
Applied)
Ply
One or more plies Polyglass Ply IV, Polyglass Ply VI, FBC Approved ASiM D2178, Type IV or VI
Ibs/square
Note:
Asphalt applied sheets or insulation shall not be applied to poly fllm surfaced membranes.
Base Ply
One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 Type II, Polyglass HT Base 650
PG350 at 1.5-2.0
SBS-CAI
Cap Ply
Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshleld
TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
gal/square
Base Ply
One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 Type II
Polyplus 35 at 1.5-2.0
SBS-CA2
Cap Ply
Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshleld TS-G, Elastoshleld
TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
gal/square
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
S6 Type 11, Polyglass HT Base 650
Hot Asphalt at 20410
SBS-AA
(SBS, Asphalt -Applied)
Cap Ply
Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type 11, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G,
Elastoshleld TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
Ibs/square
Note.
Asphalt -applied sheets or Insulation shall not be applied to poty film surfaced membranes.
SBS-TA
Base Ply or Ply
650 or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex S6, Elastoflex 56 Type II, Polyglass HT Base
Torch -Applied
(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,
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 Pius, Elastoflex SA V Plus FR
SBS-SA
Cap Ply
I Elastoflex SA P, Elastoflex SA P FR, Polyreflect
Self -Adhering
(SBS, Self -Adhering)
Note:
Unless otherwise noted, permissible membrane substrates for SBS-SA are limited to the SBS-SA Base Ply options herein,
Elastobase (poly/sand) or Elastobase (poly/poty).
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
Torch -Applied
(APR, Torch -Applied)
Cap Ply
Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko G, Polyfresko G FR
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 forAPP-SA are limited to the SBS-SA Base Ply options herein,
Elastobase (poly/sand) or Elastobase (poty/poly).
Self -Adhering
16. Any of the following FBC Approved coatings may be applied to the top roof membrane without adverse effect on the system wind
associated with coating usage.
D PG200 Non Fibered Roof Coating;
D PG300 Fibered Roof Coating;
D PG600 Non-Fibered Aluminum Roof Coating;
D PG650 Fibered Aluminum Roof Coating;
D PG700 High Quality Elastomeric Roof Coating or KM Acryl 25;
➢ PG700Q5 (Quick Set) High Quality Elastomeric Roof Coating or KM Acryl 25-QS (forgranule-surfacedAPP or SBS only);
D PG800 Asphalt Emulsion Roof Coating;
D Polyplus 60 Premium Non-Fibered Aluminum Roof Coating;
D Polyplus 65 Premium Fibered Aluminum Roof Coating;
D Polybrite 70 Premium Grade Elastomeric Roof Coating or KM Acryl 15;
D Polybrite 70QS (Quick Set) Premium Grade Elastomeric.Roof Coating or KM Acryl IS-QS (for granule -surfaced APP or SBS only);
D Polybrite 90 High Solids Silicone Roof Coating or Polybrite 95 Silicone Roof Coating.
Exterior Research and Design, LLC. d/b/a TrinitylERD
Certificate of Authorization;t9503 6EDITION (2017) FBC NON-HVHZ EVALUATION
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems;, (570) 384-1230
load performance. 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
`\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.
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
nnnlia[-
VAPOR BARRIER OPTIONS; STRUCTURAL CONCRETE DECK, ADH_ ER_ ED. I NSULATiOMPER TABLE 3A "' _ -
Optlan #
Primer
Vapor Barrier
Insulation Adhesive
MDP (psi)
Type
Attach
VB-i.
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
ElastoflexSA 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 Pius, Elastoflex SA V Plus FR
Seff-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, U.C. d/b/a Trinity [ ERD Evaluation Report P9290.02.08-R20 for FL1654-R22
Certificate of Authorization 119503 6TM EDITION (2017) FBCNON-HVHZ EVALUATION Revision 20: 09/12/2017
Prepared by: Robert Nieminen, PE-59166 Polyglass.Modlfled Bitumen Roof Systems; (570) 384-1230 Appendix 1, Page 4 of 58
CA
�\ J{ TRINITY I ERD
NEW Cq NSTRUCTION, RERQ(gF (TEAR -OFF) oR REcovtk '
TABL9I . WOOD'DECKS—.
SYSTEM TYPE E; NON INSULATED,,MECHANICALLY ATTACHED BASE SHEET.(SCREws;.&:PLATEs), BONDED, ROOF COVER
System
Base Sheet
Roof Cover
(Note 15)
MDP
No.
Deck (Note 1)
(ps)
Type Fasten Attach
Base Ply Cap
SELFADHERING BASEPLY:
Min.19/32-
Elastobase, Elastobase P
Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast #14
11-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-fllm 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 #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)
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 H12
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 tap)
(2),.equallyspaced, staggered 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
Polyflex SA Base
APP-TA
60.0•
inch plywood
(poly -film top)
(2), equally spaced, staggered center rows
TABLEIG: `WOOD. DECKS:— NEW CONSTRUCTION OR REROOF (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
W-140
Min. 15/32-
None
None
SBS-SA
(Optional) SBS-SA, SBS-
SBS-SA APP-SA,.SBS-
90.0
inch plywood
TA, APP-TA
TA; APP TA ,
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-
yyB-3000
None
SBS-SA
(Optional)
SBS-SA, APP-SA, SBS-
-105.0
inch plywood
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 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, I.I.C. d/b/a Trinity( ERD
Certificate of Authorization #9503
Prepared by: RobertNieminen, PE-59166
0 EDITION (2017) FBC NON-HVH2 EVALUATION
Polyglass Modified Bitumen Roof Systems; (570) 384-1230
Evaluation Report,P929MO2.08-R20 for FL1654-R22
Revision 20: 09/12/2017
Appendix 1, Page 21 of 58