HomeMy WebLinkAboutEVALUATION REPORT - MODIFIED BITUMEN ROOFTRIM 1 i ERD
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
SCANNED Oxford, CT 06478
BY (203) 262-9245
Lucie COunblf
Evaluation Report 139290.02.08-1120
FL1654-R22
Date of Issuance: 02/11/2008
Revision 20: 09/12/2017
SCOPE:
This Evaluation Report is issued under Rule 61620-3 and the applicable rules and regulations governing the use of
... .......... ... .... i.construction materials.in.the_State._of._Florida. The.documentation._sub.mitted.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 6u' Edition (2017) Florida Building Code sections noted herein.
ass 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 DC4ANE1983
The hestmlle seal appearing was authorized by Robert Nieminen,
P.E. on 09/12/2017. This does notseme as an electronically signed
documenL
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research & Design, I.I.C. 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.
S. 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.
-J TRINITY 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
Inc., have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building
through testing in accordance with the following Standards. Compliance is subject to the Installation Requirer
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
P10490.30.08-2
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
P37590.03.13-2-111
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-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-RI
09/23/2016
ERD (TST6049)
UL 1897
PLYG-SC32025.10.16
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
.05130/2017
ERD (TST11294)
FM 4474/UL1897/TAS 114
PLYG-CTL13945.05.17-1
05/30/2017
Exterior Research and Design, I.I.C. Evaluation Report P9296.02.08-1120
Certif cote ofAuthorizotion #9503 6r" EDITION (7017). FBC NON-HVHZ EVALUATION F.1.3654-1122
Polyglass Modified.Bitumen Roof Systems; (570) 384-1230 ' • Revision 20:09/12/2017
Page 2 of 6
Entity
Examination
ERD (TST11294)
FM 4474/UL1897/TAS 11
ERD(TST6049)
FM 4474/UL1897
ERD (TST6049)
FM 4474/TAS 114
FM Approvals (TST1867)
FM 4470
FM Approvals (TST1867)
FM 4470
FM Approvals (TST1867)
FM 4470
FM Approvals (TST1867)
FM 4470
FM Approvals (TST1867)
FM 4470
FM Approvals (TST1867)
FM 4470
FM Approvals (TST1867)
FM 4470
FM Approvals (TST1867)
FM 4470
FM Approvals (TST1867)
FM 4470
_.....-FM-Approvals (-TST-1867) ---
--FM 4470 _..._.- .......
FM Approvals (TST1867)
FM 4470
FM Approvals (TST1867)
FM 4470
TRINITY 1, ERD
Reference
4
Date
PLYG-CTL13945.05.17-3
05/30/2017
PLYG-SC13945.05.17
05/30/2017
PLYG-SC15760.09.17
09/11/2017
2W7A7.AM
08/04/1994
OD3A3.AM
04/04/1997
2DOAO.AM
12/23/1998
2D5A9.AM
06/22/1999
3006646
01/04/2000
3001334
01/25/2000
3001334
02/15/2000
3000857
01/12/2000
3004091
01/12/2000
-3006115.__...._.... -- ... ................--05/02/2001..
3012321
07/29/2002
3014692
08/05/2003
FM Approvals (TST1867)
FM 4470
3007270
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.
A. t... lv `it- -:: �.it .�•.'*a..!\M1 1�SeJli `::\. �'1 •':;L
.11!♦ v.tttrt-. - - ^:A:.1:f'f A l:�i'k
Ft. it -
:TABL 'iP-
ra't R 0 S ORS .OLYG'LA 5<M DIFIE
P . S D'6171I1V1E_- •R•OOI:�SYSTEINS'^_:- �'t: •
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
I N/A
N/A
Exterior Research and Design, I.I.C. Evaluation.Report P9290.02.08-1120
Certificate of Authorization N9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL1654-RZZ
Polyglass Modified Bitumen Roof Systems; (570) 3844230 Revision 20: 09/12/2017
Page 3 of 6
-.I TRIN ITY�ERD
TABLE 1 (CO viItJUEi3): BOLL-'G00^. .r0�O- itLYv'�.SS �MvDir�IED, e�iiT.U1PFb i'?O0F,eaYSTESAS " .
Type
Product
Specification
Reference
Grade
Type,
SBS Membranes
Polyglass HT Base 650
ASTM D6162
S
III
Elastobase
ASTM D6163
S
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 �I
Elastoflex SA V Plus
ASTM D6163
S
I
Elastoflex SA V Plus FR
ASTM D6163
S
Elastobase Poly
ASTM D6164
S
I IF
Elastoflex 56
ASTM D6164
S
H'
Elastoflex S6 Type II
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
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
Elastoshield TS G
ASTM D6164
G
1
Elastoshield TS G FR
ASTM D6164
G
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
Polyflex G FR
ASTM D6222
G
hi
Polyfresko G
ASTM D6222
G
I
Polyfresko G FR
ASTM D6222
G
I
�'
Polybond
ASTM D6222
S
I
Polybond G
ASTM D6222
G
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 I
S I
1 11,11
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, 1
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was us
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 accordar
with FBC 2603.4 unless the exceptions stated in FBC 260364.1 and 2603.6 apply.
5.5 The roof system evaluation herein pertains to above -deck roof components. Roof decks and structu
members shall be in accordance with FBC requirements to the satisfaction of the Authority Havi
Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or F
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
Certificate of Authorizotion #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION FL3654-R22
Polyglass,Modified Bitumen RoofSystems;.1570) 384-1230 Revlsion i0: 09/12/2017
Page 4 of 6
TR1N1TY ! ERD
1
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
237. 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 205.
S.iu i-or Donaed Insulation or membrane over existing substrates in a re-roor hear orq or recover instaliation, 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, I.I.C. Evaluation Report P9290.02.09-R20
Certifrcote of Authod:otloh #9503 6T" EDITION (2017) FBc NON-HVHZ EVALUATION FL1654-R22
Polyglass Modified Bitumen Roof Systems; (570) 394-1230 Revision 20: 09/12/2017
Page 5 of 6
r i
►ERD
�.� TRII�IITY
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 associateld
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
this product.
8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. Rule 61G20-3
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, LLC. Evaluation Report P9290.02.68-R20.
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL1654-R2Z
Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Revision 20: 09/12/2017 '
Page 6 of 6
' 1—R�f�o1Y s ERD
i
APPENciIX'-Z::ATTAcHMENT.RECtUIREMENTS FOR WIND UpuFT RESISTANCE
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 I
sulation, Bonded Roof Cover
5-9
iB-2
Wood New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation,
Bonded Roof Cover
30-11
1C
Wood. New, Reroof (Tear -Off) or Recover
8
Mech. Attached Base Insulation Bonded
op Insulation Bonded Roof Cover
11
1D
Wood New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof
over
12-13
1E
Wood New, Reroof (Tear -Off) or Recover
D
Prelim. Attached Insulation, Mech. Attac
ed Base Sheet, Bonded Roof Cover
14-15
1F-1
Wood New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Shea
t (nails), Bonded Roof Cover
16-18
1F-2
Wood New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base She
t (screws & plates), Bonded Roof Cover 19-21
1G
Wood New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
21
2A
Steel or Structural concrete New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded
I op Insulation, Bonded Roof Cover
22-24
213
Steel or Structural concrete New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof;
over
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
34
Structural concrete New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
32-40
313
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 She•
t, Bonded Roof Cover
44-46
SA
CWF New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
47
513,
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
51)
CWF New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof
over
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
68.
Gypsum Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet Bonded I
sulation 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 She
t Bonded Roof Cover
53
7A
Various Recover a
A-1
Bonded Insulation, Bonded Roof Cover
1
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 F
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 sufFlcient length for the following deck engagement:
D Wood: Minimum 0.75-Inch penetration.
D Steel: Minimum 0.75-inch penetrationand engage the top Flute of the steel deck, —
➢ Structural concrete: Minimum 1-inch embecimentinto pilot hole in accordance with fastener manufacturer's published installation Instructions.
3. Unless otherwise noted, insulation may be any one layer or combination of polyisocya nu rate, polystyrene, wood fiberboard, perlite, gyp
requirements of-F.A.C. Rule 61132073 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC-Chapter 26, when installed with the r
Exterior Research and Design, U.C. d/b/a.Trinity )ERD
Certificate of Authorization #9503 a EDITION (2017) FBC NON-HVHZ EVALUATION
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems, (570) 384-1230
3C requirements to the satisfaction of the Authority Having Jurisdiction.
um -based roof board or mineral -wool roof board that meets the QA
of cover.
Evaluation Report P9290.02.08-R20 for FL3654-R22
Revision 20: 09/12/2017
Appendix i, Page 1 of 58
-J I�RINITY 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 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 Ibs/square.
➢ Dow INSTA STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons,l2-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,l2-inch o.c.
D OMG OlyBond 500 (08500): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c. (PaceCart or SpotShot). Note: Olyllond Green may be used where OlyBond 500 is referenced.
➢ OlyBond Classic (OB Classic): Full coverage at 1 gal/square.
D ICP Adhesive & Sealants CR-20: Continuous 2.5-3.5-inch wide ribbons, 12-Inch o.c.
D Note: When multiple loyers(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-PG1): MDP -157.5 psf (Min. 0.5-inch thick)
➢ OMG OlyBorid 500 (013500): MDP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3)
OMG OlyBond 500 (OB500): MDP -1875 psf (Min. 0.5-inch thick ISO 95+GL)
➢ OMG OlyBond 500 (08500): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3)
➢ OMG OlyBond 500 (OB500): MDP -4875 psf (Min. 0.5-inch thick ACFoam 11)
➢ ICP Adhesives & Sealants CR-20: MDP -1175 psf (Min.1.0-inch thick)
B.. Bonded polylsocyanurate 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 237. 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. Forexisting 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
AN51/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.
Exterlor Research and Design, LLC. d/b/a Trinity)ERD - Evaluation -Report P9290:02:08-R20 foF FL1654-R2t
Certificate of Authorization II9503 6T-" EDITION (Z017)=FBCNON=HVHZ EVALUATION Revision 20: 09/12/2017
Prepared by: Robert Nieminen, PE-59166 Polygiass Modified Bitumen Roof Systems; (570) 384-1230 Appendix 1, Page 2 of 58
15. Unless otherwise noted, refer to the
for bonded base, ply or cap sheet
TRINITY t ERD
ReferenceLayer
BP -AA
La er
Base Ply
Material
One or more plies Polyglass G2 Base, FBC Approved ASTM D4601, Type II
Application
(Base and Ply sheets, Asphalt-
Applied)
Ply
One or more plies Polyglass Ply IV, Po glass Ply VI, FBC Approved ASTM D2178, Type IV or
[VI
Hot Asphalt at 20-40
SBS-CAI
Note:
Base Ply
Asphalt -applied sheets orinsulation shall not be applied topoly-film surfaced membranes.
One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 Type II, Polyglass HT
Ibs/square
Base 650
PG350 at 1.5-2.0
gal/square
Cap Ply
Base PI
Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex S6 Type 11, Elastoflex S6 G, Elastoflex
TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
56 G FR, Elastoshield TS-G, Elastoshield
I
SBS Cp 2
One ly Elastobase sand/sand), Elastoflex V, Elastoflex S6, Elastoflex 56 Type II
Polyplus 35 at 1.5-2.0
gal/square
Ca Ply
P y
Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex
TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
S6 G FR,.Elastoshield TS-G, Elastoshleld
I
SBS-AA
(SBS, Asphalt -Applied)
Base Ply or Ply
One or more plies Elastobase (sand/sand or poly/sand), Elastobase P (sand/sand or poly/s
S6 Type II, Polyglass HT Base 650
nd), Elastoflex V, Elastoflex S6, Elastoflex
Hot Asphalt at 20-40
Ibs/square
Cap Ply
Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type II, Elastoflex
Elastoshield TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
6 G, Elastoflex S6 G FR, Elastoshleld TS-G,
Note:
Asphalt -applied sheets or insulation shall not be applied to poly -film surfaced membrane's.
SBS-TA
Base Ply or Ply
One or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex S
650
' , Elastoflex S6 Type II, Polyglass HT Base
(5B5, Torch -Applied)
5BS-SA
(SBS, Self -Adhering)
Cap Ply
Base Ply
,
Elastoflex VElastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type II, Elastoflex S6
Elastoshield TS-G FR, Polyfresko G SBS (poly -film backed), Polyfresko G SBS FR (poly -film backed)
One or more plies Elastoflex SA V Base, Elastoflex SA V FR Base, Elastoflex SA V Plus, Elastoflex
G, Elastoflex 56 G FR, Elastoshleld TS-G,
SA V Plus FR
Torch -Applied
Self -Adhering
Cap Ply
Elastoflex SA P, Elastoflex SA P FR, Pol reflect
Note:
Unless otherwise noted, permissible membrane substrates for SBS-SA are limited to the SBS-SA
Elastobase (poly/sand) or Elastobase (poly/poly).
Base Ply options herein,
APP-CA1
APP-TA
Cap Ply
Base Ply or Ply
Polyflex G FR
One or more plies Polyglass APP Base, Polyflex, Polybond
PG350 at 1.5-2.0
gal/square
(APP, Torch -Applied)
Cap Ply
Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G. Polyfresko G ' Polyfresko G FR
I
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
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 pe
associated with coating usage.
D PG200 Non Fibered Roof Coating;
D PG300 Flbered Roof Coating;
D PG600 Non-Fibered Aluminum Roof Coating;
D P66SO Flbered Aluminum Roof Coating;
D PG700 High Quality Elastomerlc Roof Coating or KM Acryl 25;
D PG700Q$ (Quick Set) High Quality Elastameric Roof Coating or KM Acryl 25-QS (for granule -surfaced APP or SBS only);
D PG800 Asphalt Emulsion Roof Coating;
D Polyplus'60 Premium Non-Fibered Aluminum Roof Coating;
> Polyplus 65 Premium Flbered Aluminum Roof Coating;
D Polybrite 70 Premium Grade Elastomeric Roof Coating or KM Acryl I5;
D Polybrlte 70QS (Quick Set) Premium Grade Elastameric Roof Coating or KM Acryl 25-QS (for granule -surfaced APP or SBS only);
D Polybrite'90 High'Solids Silicone Roof Coating or Polybdte 95 Silicone Roof Coating.
Exterior Research and Design, LLC. d/b/a Trinity(ERD
Certificate of Authorization #9503 6t" EDITION (2017) FBC NON-HVHZ EVALUATION
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384-IZ30
Base Ply options herein, I Self -Adhering
Refer to current Roofing Materials Directory for fire ratings
Evaluation Report P9290.02.08-R20 for FL1654-RZ2
Revision 20: 09/12/2017
Appendix 1, Page 3 of S8
17. .Dens Deck shall be fleld-primed with PG100 prior to self -adhering membrane application. Refer to tables herein for other priming requirements.
18.. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure (MDP) limitations. The lesser of the MDP listings below vs.'those in Table 3A
aoolies:
.. .. N:. ....:. .: _ ... .......
'VAPORBAltRIER:OaIIONSj�STRUCTl1itAL'�CONCItEfEDECKj`ADHEREDINSl1U1T10NPER.TABLE3A: ,:.'..:. "'•' •'�" _
Option #
Primer
Vapor Barrier
Insulation Adhesive
MDP (psf)
Type
Attach
VB-I.
PG100
Elastoflex SA V Plus
Self -Adhering
Inta-Stik or CR-20,12-Inch o.c.
-60.0
VB-2.
PG300
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.
I PG100-
Elastoflex SA P
Self -Adhering
Millennium One Step Foamable Adhesive,l2-inch o.c.
-157.5
V9-5.
PG100
Elastoflex SA P
Self -Adhering
CR-20, 12-inch o.c.
-270.0
VB-6.
P6100
Elastoflex SA V Base, Elastaflex 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-R22
Certificate of Authorization 09503 _ - - - 6r" EDITION (2017F-F9C NON-HVHZ EVALUATION - Revision 20: 09/12/2017 `
Prepared by: Robert Niemiden, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Appendix 1, Page 4 of 58
ECOVE
TRINITY �
ERD
= :TABLE iF-2 1NOOD DECKS=NEW CONSTRUCTION, REROOF TEAR -OFF oR
MTYPEE.:;NO((-INSULATED N(ECHANICALLY'A'CACHED:BASESHEET(3cREws&'aip,'fEs"BONDEDROOFCOVER
R r(N 15)
Roof Co (Note
MDP
System Deck Note 1 Base Sheet
No. ( )
Type Fasten
u...+ ..-., .::>..,.,;, a....K•......� ___ _
Attach
�s:'��;`.;?;`:j`-t:'`..:6.':'•:��:;'::r;::��;'::;:,i::::::'�•:;:.::,:,.,,
Base Ply Cap
':...,.. :...•• .:.
s
(P o
W-136
Min.19/32=
inch plywood
Elastobase Elastobase_..
P
(poly -film top)
Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast #14
Trufast
,..._::::,.-:;:...._
12-inch o.c. in 4-Inch lap and 12-1nch
o.c. in two
SBS-SA, APP-SA, SB5-
..
or 3" Metal Insulation Plate with Trufast HD
(2), equally spaced, staggered ceni
er rows
SBS-SA
TA,
-S2.5'
W437
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-ir
ch o.c, in two
APP-TA
Inch plywood
(poly -film top)
or Trufast 3" Metal Insulation Plate with Trufast HD
(2), equally spaced, staggered cen
er rows
Polyflex SA Base
APP-TA
-52.51
W-138
Min,19/32-
inch plywood
Elastobase; Elastobase P
(poly -film top)
OMG Flat Bottom Plates (square) with Roofgrip N12
12-Inch o.c. in 4-Inch lap and 12-I
ch o.c. in two
SBS SA, APP-SA, SBS-
(2), equally spaced, staggered cen
er rows
SBS SA
TA, APP-TA
60.0
W-139
N1in.19/32- . _
Inch plywood
Elastobase, Elastobase P
(poly -film top)
OMG Flat Bottom Plates (square) with Roofgrip #12
(q ) g P
12-inch in 4-inch lap and 1cen
h o.c in two
ally
(2), equally spaced, staggered cen�er
: rows
Polyflex SA Base
APp-TA
OR'.
.. ........ ... •TEAR=OFF
:
::...-••: ....,:.,_
......:...:......s..,.. _. .... YSTENI.TYPE F>....
..NON.INSULAYED •B
--._._.._... ,+...:.O
_-_.:_.....:_...._...,.:__..
.. _ :.,:.. _
.:,,+. ,• <:...::.:
..> ..::...:,...,...... -
System
Deck (Note 1)
Primer
Roof Cover (Note
15)
MDP (psf)
Joint Treatment
Base Ply
ply
Cap Ply
W-IAO
in. ]lywoo
nch plywood...
None
None
SBS-SA
(Optional) SBS-SA, SBS-
SBS-SA, APP-SA, SBS-
Min.15/32-
TA, APP-TA
TA, APP TA
-90.0
W-141
inch plywood
(Optional) PG100
None
Polyflex SA Bas�
(Optional) APP-TA
APP-TA
-90.0
W-142
Miplywood
Inchch plywood
PG100
None
SBS-SA
(Optional) SBS-SASBS-
,
SBS-SAAPP-SASBS
, , -
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
ase or
TA, APp_TA
(Optional) SBS-SA, SBS-
TAAP
TA, AP
,P-TA
-97.5
inch plywood'
place to create continuous bond. _
Elastoflex SA V
R Base
TA, APP-TA
, APP-SA, SBS-
TA, APP-TA
-97.5
W-144
Min.15/32-
inch plywood
WB-3000
None
SBS-SA
(Optional)
SBS-SA, APP-SA, SBS-
W-145
M1n.15/32- .
..
mch
(Optional) PG100
ywoo
Pld Joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled into
Elastoflex SA V
lus or
(Optional) SBS-SA, SBS-
TA, APP-TA
-105.0
585-SA, APP-SA, SBS-
o
plywood
place to create continuous bond.
Elastoflex SA V
lus FR
TA, APP TA
TA, APP TA
135.0
W-146
Min. 15/32:
U
(Optional) PG100
Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled into
—
inch plywood
place to create continuous bond.
Polyflex SA Bas�
(Optional) APP-TA
APP-TA
-135.0
Exterior Research and Design, I.I.C. d/b/a Trinity I ERD I Evaluation Report P9290.02.08 R20 for FL1654-RZ2
Certificate of Authorization 49503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/12/2017
Prepared by: Robert Nleminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Appendix 1, Page 21 of 58