HomeMy WebLinkAboutEVALUATION REPORTUSING W-145
EXTERIOR RESEARCH St DESIGN, LLC.
Certificate of Authorization #9503
353 Christian Street
Oxford, CT 06478
(203) 262-9245
Evaluation Report P9290.02.08-1120
FL1654-R22
Date of Issuance: 02/31/2008
Revision 20: 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 6th 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 IERD 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:.
.�f
oz
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCAANE1983
Q�
TTRRI'
MITY `ER®
I.
EVALUATION REPORT
Polyglass USA, Inc.
150 Lyon Drive
Fernley, NV 89408
(570) 384-1230
Min - 07
BY LUCIE COUNTY
WILDING DIVISION
ROVIRWED
FOR 130)l <►CI��4CE
REVIEWED BY J�1 ��
PLANS AND PERNnT--
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 09/12/2017. This does not serve as an electronically signed
document.
CERTIFICATION OF INDEPENDENCE:
I. 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 Trinityl 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.
ROOFING SYSTEMS EVALUATION:
Q TRINIIYIERD
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 6a' 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
1SO4.3.1
Wind
FM 4474
2611
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-Ri
07/01/2013
ERD (TST6049)
Physical Properties
P37590.07.13-2
07/01/2013
ERD (TST6049)
Physical Properties
P37590.03.13-5-R1
07/01/2013
ERD (TST6049)
Physical Properties
P37590.07.13-1
07/02/2013
ERD (TST6049)
FM 4470/4474
P41630.08.13.
08/06/2013
ERD (TST6049)
Physical Properties
P45940.09.13
09/04/2013
ERD (TST6049)
Physical Properties
P44370.10.13
10/04/2013 .
ERD (TST6049)
Physical Properties
P39520.09.14-2
09/11/2014
ERD (TST6049)
FM 4470/4474
SC6160.11.14
11/10/2014
ERD (TST6049)
Physical Properties
PLYG-P45440SC.03.15-1
03/31/2015
ERD (TST6049)
Physical Properties
SC5170.05.15
05/08/2015
ERD (TST6049)
FM 4474
SC8085.05.15
05/19/2015
ERD (TST6049)
Physical Properties
SC5170.12.15
12/29/2015
ERD (TST6049)
FM 4470/4474
SC9455.15
04/01/2016
ERD (TST6049)
FM 4470/4474
PLYG-SC8905.05.16-1
05/17/2016
ERD (TST6049)
FM 4470/4474
PLYG-SC8905.05.16-2
05/17/2016
ERD (TST6049)
FM 4470/4474
PLYG-SC10815.07.16-R1
09/23/2016
ERD (TST6049)
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, LLC. Evaluation Report P9290.02.08-R20
Certificate #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL1654-R22
Polyglass Modified Bitumen Roof Systems; (S70) 384-1230 Revision 20.-09/12/2017
Page 2 of 6
V I KINI'jY I ERD
Entity
Examination .
Reference
Date
ERD (TST11294)
FM 4474/UL1897/TAS 114
PLYG-CTL13945.05.17-3
05/30/2017
ERD(TST6049)
FM 4474/UL1897
PLYG-SC13945.05.17
05/30/2017
ERD (TST6049)
FM 4474/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(TSTS878)
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 (TSTS878)
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
Polyfiex 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-R20
Certificate of Authorization #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL1654-R22
Polyglass Modified Bitumen Roof Systems; (570) 384-2230 Revision 20: 09/12/2017
Page 3 of 6
'J'
TRINITY I ER®
TABLE 1(CONTINUED): ROLL-GOODS'FOR POLYGLASS MODIFIED BITUMEN ROOF SYSTEMS'
Type Product Specification
Reference Grade Type
Polyglass HT Base 650 ASTM D6162 S III
Elastobase ASTM D6163 S I
Elastoflex V ASTM D6163 S I
Elastoflex SA V Base ASTM D6163, Table 2 S I
Elastoflex SA V FR Base ASTM D6163, Table 2 S I
SBS Membranes 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 5 I
Elastoflex S6 Type II ASTM D6164 S II
Elastoflex VG ASTM D6163 G I
Elastoflex VG FR ASTM D6163 G I
Elastoflex S6 G ASTM D6164 G
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
SBS Membranes Elastoshield TS G ASTM D6164 G I
Elastoshield TS G FR ASTM D6164 G' I
Elastoflex SA P ASTM D6164 G
Elastoflex SA P FR ASTM D6164, G I
Polyreflect ASTM D6164 S I
Polyflex ASTM D6222 S I
Polyflex G ASTM D6222 G
Polyflex G FR ASTM D6222 G I
Polyfresko G ASTM D6222 G I
Polyfresko G FR ASTM D6222 G i
APP Membranes 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 TrinityJERD nor Robert N(eminen, 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 cifAuthorization N9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL1654-R22
Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Revision 20: 09/12/2017
Page 4 of 6
no.
TRINITY ERD
5.7 For mechanically attached insulation or membrane or strip -bonded insulation, the maximum design pressure
for the -selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with
FBC Chapter 16. Zones 2 and 3 shall employ an attachment density designed by a qualified design
professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI 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-S2 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-S2 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 1SO4.9 has already been
applied). Refer to FBC 1609 for determination of design wind loads.
Exterior Research and Design, I.I.C. Evaluation Report P9290.02.08-R20
CerNflcate of Authorization #9503 6m EDITION (2017) FBC NON-HVHZ EVALUATION FL1654-RZZ
Polyglass Modified Bitumen Roof Systems,1570) 384-1230 Revision 20: 09/22/2017
Page 5 of 6
TRINITY J 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;,
➢ 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 LLC7-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 P9290.02.08-R20
Certificate o/Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL1654-1122
Polyglass Modified Bitumen Roof Systems; (S70) 384-1230 Revision 20: 09/12/2017
Page 6 of 6
�.I TRINIIYIERD
' ,APPENDix 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
J
Table
Deck
Application
Type
Description
Page
1A
Wood
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
5
16-1
Wood
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
5-9
1121-2
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
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 -oft)
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
5D
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
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
76
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.
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 polyisocyanurate, polystyrene, wood fiberboard, periite, 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, I.I.C. d/b/a Trinity[ ERD Evaluation Report P9290.02.08-1120 for FL3654-R22
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/12/2017
Prepared by: Robert Nieminen, PE-59166 Polyglass Modred Bitumen Roof Systems; (570) 384-1230 Appendix 1, Page 1 of 58
\J TRINITY I ERD
4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation -board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base
sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and
structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC
Approval documentation.
5. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016).
6. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/heads shall expand as noted in the manufacturer's published instructions.
➢ Hot asphalt (HA): Full coverage at 25-30 Ibs/square.
➢ Dow INSTA STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c.
➢ Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c.
➢ Millennium PG-1 Pump Grade Adhesive (M-PGi): 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. (PaceCart or SpotShot). Note: OlyBond Green maybe used where OlyBond Soo 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.
7. Unless otherwise noted, all insulations are flat -stock 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 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-PGi): MDP -157.5 psf (Min. 0.5-inch thick)
➢ OMG OlyBond 500 (06500): MDP -45.0 psf (Min: 0.5-inch thick Multi -Max FA-3)
➢ OMG OiyBond 500 (OBS00): MDP -187.5 psf (Min. 0.5-inch thick ISO 95+ GQ
➢ OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3)
➢ OMG OlyBond 500 (013500): MDP -487.5 psf (Min. 0.5-inch thick ACFoam II)
➢ ICP Adhesives & Sealants CR-20: MDP -117.5 psf (Min. 1.04nch thick)
8. 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 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 TA5105.
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 IERD
Evaluation Report P929D.02.08sion for09/12/2017 Certificate of Authorization #9503 6rx EDITION (2017) FBC NON-H�tiZ EVALUATION
Prepared by: Robert Nieminen, PE-59166 Polygiass Modified Bitumen Roof Systems; (570) 384-1230 Revision 1, Page
of 58
Appendix 1, Page 2 of 58
15. Unless otherwise noted, refer to the
references for bonded base. olv or
�l I RINIIY I ERD
TABLE 1: POL_YGLASS ROOF COVERS
Reference
layer
,
Material '
BP -AA
Base PI Y
One or more lies Pol Pass G2 Base, FBC A
P Yg Approved ASTM D4601, Type 11
Application
(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
Applied)
Note.,
Asphalt -applied sheets or insulation shall not be applied to poly film surfaced membranes.
Ibs/square
Base Ply
One ply Elastobase (sand/sand), Elastoflex V, Efastoflex S6, Elastoflex S6 Type II, Polyglass HT Base 650
SBS-CA1
Cap Ply
Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield
PG350 at 1.5-2.0
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
SRS-CA2
Ca PI
p y
Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield
PolYplus 35 at 1.5-2.0
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
SBS-AA
S6 Type It, Polyglass HT Base 650
(SBS Asphalt -Applied)
p pplied)
Cap Ply
Elastoflex V, Elastoflex VG, Elastoflex VG FR Elastoflex S6, Elastoflex S6 T e 11, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G,
� YP
Hot Asphalt at 20-40
Elastoshield TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
Ibs/square
Note.
Asphalt-applled sheets or Insulation shall not be applied to poly film surfaced membranes.
SBS TA
Base Ply or Ply
One or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex S6, Elastoflex S6 Type 11, Polyglass HT Base
650
(SBS, Torch -Applied)
Cep Ply
Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type 11, 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
(SBS, Self -Adhering)
Note.,
Unless otherwise noted, permissible membrane substrates for SBS-SA are limited to the SBS-SA Base Ply options herein,
Self -Adhering
Elastobase (poly/sand) or Elastobase (poly/poly).
APP-CA1
Cap Ply
Polyflex G FR
PG350 at 1.5-2.0
APP-TA
Base PI or P
y �
One or more lies Polyglass APP Base, Polyflex,
P Yg yflex, Polybond
gal/square
(APP, Torch -Applied)
Cap Ply
Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Pol resko G, Polyfresko G FR
Torch -Applied
APP-SA
Cap Ply
Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Polykool
{APP, Self -Adhering)
Note:
Unless otherwise noted, permissible membrane substrates forAPP-SA are limited to the SBS-SA Bose 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. 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 FiberedAluminum Roof Coating;
➢ PG700 High Quality Elastomeric Roof Coating or KM Acryl 2S;
➢ PG700QS (Quick Set) High Quality Elastomeric Roof Coating or KM Acryl 25-QS (for granule -surfaced APP or SBS only);
➢ PGBOD 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 IS-QS (for granule -surfaced APP or SBS only);
➢ Polybrite 90 High Solids Silicone Roof Coating or Polybrite 95 Silicone Roof Coating.
Exterior Research and Design, I.I.C. d/b/a Trinity( ERD
Certificate of Authorization #9503
6'" EDITION (2017) FBC NON-HVHZ EVALUATION Evaluation Report P9290.02.08-R20 for FL1654-R22
Prepared
p by: Robert Nieminen, PE-59166
Polyglass Modified Bitumen Roof Systems; (570) 384-1230
Revision 20: 09/12/2017
Appendix 1, Page 3 of 58
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
aoDlies:
VAPOR BARRIER OPTIONS, STRUCTURAL CONCRETE DECK; ADHERED INSULATION PERTABLE 3A '
Option #
Primer
Vapor Barrier
insulation Adhesive
MDP (psf)
T e
YP
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-Sttk 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-S.
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[ ERD Evaluation Report P9290.02.08-R20 for FL3654-1122
Certificate of Authorization #9503 6 H 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
\l TRINITY I ERD
TABLE 1F-2: WOOD DECKS -NEW CONSTRUCTION, REROOF (TEAR-OFF)OR RECOVER
SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET (SCREWS & PLATES), BONDED ROOF
COVER
System
Deck 1)
Base Sheet
Roof Cover (Note 15)
MDP
No.
(Note
Type T
Fasten
Attach
Base Ply
Cap
(Psf)
SEwADHERING BASE PLY:.
W-136
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, APP-SA, SBS
Inch plywood
(poly -film top)
or Trufast 3" Metal Insulation Plate with Trufast HD
(2), equally spaced, staggered center rows
SBS SA
TA, APP-TA
52.5•
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 Roofgrlp #12
12-inch o.c. in 4-inch lap and 12-inch o.c. in two
SBS-SA
SBS-SA, APP-SA, SBS-
60 Os
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 #12
12-inch o.c. in 4-inch lap and 12-inch o.c. In two
Polyflex SA Base
APP TA T-60--0.1
Inch plywood
(poly -film top)
(2), equally spaced, staggered center rows
TABLE IG: WOOD DECKS -NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE F: NOWINSULATED, BONDED ROOF COVER
System
Roof Cover (Note 15)
No.
Deck (Note 1)
Primer
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-
inch plywood
(O P ) PG100
(Optional)
None
Pol yfl ex SA Base
(Optional) APP-TA
APP TA
90.0
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
W-143
Min.15/32-
(Optional) PG100
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
inch plywood
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, SB5-
-105.0
inch plywood
TA, APP-TA
W-145
Min-15/32—
r--�
`(Optionaq PG100`
Plywood"joints-are covered-with-4-lnch�wide'strips of Elastoflex•SA-V-Plus; rolled:into-
t-
Elastoflex SNV'Plus-or-
-(Optional)_SBS=5A-S8S�—
-SBS-SA,.AP.P_-SA,SBS —
-1"35:0
rich plywood
piaceto create_continuousJbon
Elastoflex SA V Plus FR
TA, APP-TA
-TA-APP-TA
�-
W-146
Min.15/32-
0 tional PG100
( P )
Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled into
Pol lex SA Base
yf
(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 Evaluation Report P9290.02.08-R20 for FL3654-R22
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/12/2017
Prepared by: Robert Nieminen, PE-59166 Polyglass Modred Bitumen Roof Systems; (570) 384-1230 Appendix 1, Page 21 of 58