HomeMy WebLinkAboutNOA - MODIFIED BITUMENT ROOF SYTEMFILE COPY
SCANNED RECEIVED
Rt i I tP fP;�'lt��f�� MAR g 1Q18 EXTERIOR RESEARCH & DESIGN, I.I.C.
3, x'—•% Certificate of Authorization#9503
- f) �� i E E� (permitting Department 353 Christian Street
K,r i i E I St. Lucie County Oxford, CT 06478
(203)262-9245
EVALUATION REPORT
Polygiass USA, Inc. Evaluation Report P9290.02.08-1120
150 Lyqn Drive FL1654-R22
Fernley, NV 89408 Date of Issuance: 02/11/2008
(570) 384-1230 Revision 20: 09/12/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. he documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Buijding Code. The product described herein has been evaluated for
compliance with the 6u' Edition (2017) Florida Building Code sections noted herein.
DESCRIPTION: Polyglass SSS and APP Modified Bitu (men Roof Systems
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is va
Quality Assurance documentation changes, or prov
this Evaluation Report by the named client consl
changes or the referenced Quality Assurance docui
Evaluation Report relative to updated Code require
ADVERTISEMENT: The Evaluation Report number pre
advertising literature. If any portion of the Evaluati
INSPECTION: Upon request, a copy of this entire Eval
its distributors and shall be available for inspection
until such time as the named product(s) changes, the referenced
ms of the Code that relate to the product change. Acceptance of
ites agreement to notify Robert Nleminen, P.E. if the product
ntation changes. Trinityl ERD requires a complete review of this
ants with each Code Cycle.
Jed by the words "Trinity I ERD Evaluated" may be displayed in
Report is displayed, then it shall be done In its entirety.
tion Report shall be provided to the user by the manufacturer or
the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 6,1 plus a 58-page Appendix.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCAANE1983
CERTIFICATION Of INDEPENDENCE:
I. Exterior Research & Design, LLC, d/b/a Trinity I E
in any company manufacturing or distributing prc
2. Exterior Research & Design, LLC. d/b/a Trinity
distributing products it evaluates.
3. Robert Nieminen, P,E, does not have nor will acq
which the evaluation reports are being issued.
4. Robert Nleminen, P.E. does not have, nor will ac(
product,
S. This is a building code evaluation. Neither Trini,.
project on which this Evaluation Report, or prevli
specifically for that purpose.
CONCEALED FASTENERS OR Ai TACHMM
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
THESE PLANS ANC
ARE SUBJECT M )
REQUIRED BY FIEL
MAY BE NECESSAF
6AMPhY WITH
The facsimile seal appearing was authorized by Robert Nieminen,
P.P. on 09/12/2017. This does not serve as an electronically signed
document.
and to acquire or will It acquire, a financial Interest
or controlled by any company manufacturing or
)mpany manufacturing or distributing products for
then entity involved in the approval process of the
:. are, in any way, the Designer of Record for any
for permitting or design guidance unless retained
ST. LIVE COUNTY BUII. D ION
R.EVTFV%']ED FOR CO,
REVIEWED BY
DATE &-12-fy___-- —
PLANS AND PEI7MIT T RE KEPT ON JOB
OR NO INSPECTION WML BE MADE.
N",,JTR11T(J ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category:
Roofing
Sub -Category:
Modified Bitumen Roof Systems
Compliance Statement:
Polyglass SBS and APP Modified Bitumen Roof Systems, as produced by Polyglass USA,
Inc., have demonstrated compliance with the following sections of the 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
Propert Standard
Year
1504.3.1
Wind I FM 4474
2011
1504.3.1
Wind UL 1897
2012
1504.7
impact I 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
P13770.09.09
09/10/2009
ERD (TST6049)
FM 4470/4474
P30540.11,09-R1
21/30/2009
ERD (TST6049)
FM 4470/4474
P30550.12.09
12/02/2009
ERD (TST6049)
Physical Properties
P33960.12.10
12/30/2010
ERD (TST6049)
FM 4470/4474
P33970.03.11
03/15/2011
ERD (TST6049)
Physical Properties
P37590.03.13-3A
03/06/2013
ERD (TST6049)
FM 4470/4474
P39680.03.13
03/04/2013
ERD (TST6049)
Physical Properties
P37590.03.13-1-R1
06/26/2013
ERD (TST6049)
Physical Properties
P37590.03.13.2-R1
07/01/2013
ERD (TST6049)
Physical Properties
P37590.07.13-2
07/01/2013
ERD (TST6049)
Physical Properties
P37590.03.13-5-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-P454405C.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
SCS170.12.15
12/29/2015
ERD (TST6049)
FM 4470/4474
SC9455.15
04/01/2016
ERD (TST6049)
FM 4470/4474
PLYG-SC8905.05.16.1
15/17/2016
ERD (TST6049)
FM 4470/4474
PLYG-SCS905.05.16-2
05/17/2016
ERD (TST6049)
FM 4470/4474
PLYG-SC10815.07.16-R1
09/23/2016
ERR (TST6049)
UL 1897 I
PLYG-SC12025.10.16
10/12/2016
ERD (TST6049)
FM 4470/4474 I
PLYG-SC11475,16
11/17/2016
ERD (TST6049)
FM 4470/4474/UL1897
PLYG-SC13235.01.17
01/17/2017
ERD (TST6049)
FM 4474/U L1897/TAS 1114
PLYG-SC13920.05.17
05/30/2017
ERD(TST11294)
FM 4474/U L1897/TAS, 14
PLYG-CTL13945.05.17-1
05/30/2017
i
Exterior Research and Design, LLC.
Evaluation Report P9290.02,08-R20
Certificate of Authorization#9504
6"' EDITION (2017) FBC NON-HVHZ
EVALUATION
FL1654-R22
Polyglass Modified Bitumen Roof Systems; (570) 384.1230
Revision 20: 09/12/2027
Page 2 of 6
Entity
ERD (T5T11294)
ERD (TST6049)
ERD (TST6049)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
PRI(TST5878)
PRI(TST5878)
PRI(TST5878)
PRI (TST5878)
PRI(TST5878)
PRI(TST5878)
PRI(TST5878)
PRI(TST5878)
PRI (TST5878)
Miami -Dade (CER1592)
Miami -Dade (CER1592)
UL LLC (QUA9625)
TR.INIT ' I. ERD
Reference
AS 114 PLYG-CTL13945,05,17.3
PLYG-SC13945,05.17
PLYG-SC15760.09,17
2W7A7.AM
OD3A3.AM
2DOAO.AM
2DSA9.AM
3006646
3001334
3001334
3000857
3004091
3006115
3012321
3014692
3014751
3007170
3019317
3020703
3018332
3023368
3024594
3023458
3030668
3032172
3049631
3057029
PUSA-062-02-01
PUSA-061-02-02
PUSA-064-02-02
PUSA-062-02-02
PUSA-188-02-01
PUSA-188-02-02
l PUSA-188-02-03
PUSA-202-02-01
l PUSA-202-02-02
Various NOAs
w 10-0823
ty n Service Confirmation, R14571 Exp. 10/06/2018
4. PRODUCT DESCRIPTION: I
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.
Examination
FM 4474/UL1897(T
FM 4474/UL1897I
FM 4474/TAS 11�}
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FIVI 4470
FM 4470
FM 4470
FM 4470
FM '4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
Physical Properties
Physical Properties
Physical Properties
Physical Properties
TAS 114
TAS 114
TAS 114
TAS 114
TAS 114
HVHZ Compliance
Proposal for Revie
nl n Co trot
Date
05/30/2017
05/30/2017
09/11/2017
08/04/1994
04/04/1997
12/23/1998
06/22/1999
01/04/2000
01/25/2000
02/15/2000
01/12/2000
01/12/2000
05/02/2001
07/29/2002
08/05/2003
08/27/2003
01/13/2004
06/30/2004
07/30/2004
01/31/2006
03/20/2006
05/23/2006
07/18/2006
09/12/2007
06/12/2009
04/21/2014
02/02/2017
22/04/2007
01/28/2008
02/27/2008
12/04/2008
02/08/2017
02/08/2017
02/08/2017
05/17/2017
05/17/2017
Various
10/12/2010
:.vt,:,.is /..,�. r: :�-. rr<.+i....a,+.,.. �..:...::::s:_:-4:`.�.�:':v�_.:4:':.r.:.;.'.u�n:..: _:a.; �.,..i-:�i.,;.i.: ��,:., .•
::n:TE
D lY�L�3S:�2TODt'� R i'3S
-
- a...:
Type
Product
Specification
Reference
Grade
Type
Base Sheets
Polyglass G2 Base
ASTM D4601
N/A
11
Polyflex SA Base
ASTM D4601
N/A
11
Polyglass APP Base
ASTM D6509
N/A
N/A
Exterior Research and Design, LLC.
Certificate of Authorization #9503 6TH EDITION (2017)IFBC NON-HVHZ EVALUATION
Polyglass Modified Bitumen Roof Systems; (570) 384-2230
Evaluation Report P9290.02.08-R20
FL1654-R22
Revision 20: 09/12/2017
Page 3 of 6
\ TRINITY j ER®
4: .3 '.�d :�-
... � �+v Pdi<� .�S:fVti7iJ��(�t3�i� :'Fill; :5y �;� :>�:..::a...�.•,:::.�,�:.:
P am.
.,.p .
Type
Product
Specification
Reference
Grade
Type
SBS Membranes
Polyglass HT Base 650
ASTM D6162
S
iII
Elastobase
ASTM D6163
5
1
Elastoflex V
ASTM D6163
S
1
Elastoflex SA V Bdse
ASTM D6163, Table 2
S
I
Elastoflex SA V FR Base
ASTM D6163, Table 2
S
i
Elastoflex SA V Plus
ASTM D6163
S
1
Elastoflex SA V Plus FR
ASTM D6163
S
I
Elastobase Poly
ASTM D6164
5
I
Elastoflex S6
ASTM D6164
S
I
Elastoflex S6 T pel II
ASTM D6164
S
II
Elastoflex VG
ASTM D6163
G
I
Elastoflex VG FR
ASTM 06163
G
I
SBS Membranes
Elastoflex S6 G
ASTM D6164
G
I
Elastoflex S6 G FR
ASTM D6164
G
I
Polyfresko G SBS (sand or poly -film backed)
ASTM D6164
G
I
Polyfresko G SBS FR (sand or poly -film backed)
ASTM D6164
G
I
Elastoshield TS G
ASTM D6164
G
I
Elastoshield TS G Fit
ASTM D6164
G
I
Elastoflex SAP
ASTM D6164
G
1
blastoflex 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 I
ASTM D6222
G
1
Polyfresko G FR
ASTM D6222
G
I
Pol bond
ASTM D6222
S
I
Polybond G
ASTM D6222
G
I
Polyflex SA P
ASTM 06222
G
I
Polyflex SA P FR
ASTM D6222
G
I
Polyfresko G SA
ASTM D6222
G
I
Poiykool
ASTM D6222
S
I
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity J 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 HVHZjunsdictions.
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 sated 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 rool f 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
Certificate of Authorization #9503 6TM EDITION (2017) FBC NON-HVHZ EVALUATION FL1654-RZZ
Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Revision 20: 09/12/2017
Page 4 of 6
5.7
5.8
For mechanically attached insulation
for the selected assembly shall mee
FBC Chapter 16. Zones 2 and 3
professional to resist the elevated p
Prevention Data Sheet 1-29, Roofin
137. Assemblies marked with an a
Prevention Data Sheet 1-29 (January
For assemblies with a!I components
assembly shall meet or exceed critic
rational analysis is permitted for thes
10
.' TR1N1TY 1 ERD
a
or membrane or strip -bonded insulation, the maximum design pressure
t or exceed the Zone 1 design pressure determined in accordance with
shall employ an attachment density designed by a qualified design
ressure criteria. Commonly used methods are ANSi/SPRI WD1, FM loss
g Application Standard RAS 117 and Roofing Application Standard RAS
sterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss
i
2016) for Zone 2/3 enhancements.
(fully bonded in place, the maximum design pressure for the selected
al design pressure determined in accordance with FBC Chapter 16. No
e 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 I AS 105.
5.10 For bonded insulation or membrane olver 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 o the proposed new roof assembly.
5.11 For bonded insulation of membrane over existing substrates in a recover installation, the existing roof
system shall be capable of resisting project design pressures on Its own merlt 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
6. INSTALLATION:
quality assurance in accordance with FAC Rule 61G20-3.
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 wi II d 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, LLC. Evaluation Report P9290.02.08-R20
Certificate of Authorization #9503. 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL1654-R22
Polyglass Modified Situ en Roof Systems; (570) 384-1230 Revision 20: 09/12/2017
7 Page 5 of 6
6.3 Any of the following FBC Approved co<
on the system wind load performance.
with coating usage,
➢
PG200 Non-Fibered Roof Coati
➢
PG300 Fibered Roof Coating;
➢
PG600 Non-Fibered Aluminumli
➢
PG650 Fibered Aluminum Roof
➢
PG700 High Quality Elastome4
➢
PG700QS (Quick -Set) High Qua
APP or SBS only);
➢
PG800 Asphalt Emulsion Roof
➢
Polyplus 60 Premium Non-Fibe
➢
Polyplus 65 Premium Fibered P
➢
Polybrite 70 Premium Grade El
➢
Polybrite 70QS (Quick -Set) Prei
surfaced APP or SBS only);
➢
Polybrite 90 High Solids Silicone
➢
Polybrite 95 Silicone Roof Coat
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Autho
this product.
8. MANUFACTURING PLANTS:
Contact the noted QA agency for
requirements
9. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625; (314) 578-3406,
- THE 58-PAGES THAT
TRIM d i { ERD
tings may be applied to the top roof membrane without adverse effect
Refer to current Roofing Materials Directory for fire ratings associated
ng;
Roof Coating;
Coating;
Roof Coating or KM Acryl 25;
lity Elastomeric Roof Coating or KM Acryl 25-QS (over granule -surfaced
pating;
red Aluminum Roof Coating;
luminum Roof Coating;
astomeric Roof Coating or KM Acryl 15;
nium Grade Elastomeric Roof Coating or KM Acryl 15-QS (over granule -
Roof Coating;
Having Jurisdiction in order to properly evaluate the installation of
on on product locations covered for F.A.C. Rule 61G20-3 QA
)lr@us.ui.com
/i FORM PART OF THIS EVALUATION REPORT -
Exterior Research and Design, LLC.
Certificate of Authorization #9503 6rH EDITION (2017) FBC NON-HVHZ EVALUATION
Polyglass Modified i3itumen Roof Systems; (570) 384-1230
Evaluation Report P9290.02.08-R20
FL1654-R22
Revision 20: 09/12/2017
Page 6 of 6
-�. TRIilY ERa
Table
Deck
Application
Type
Description
Page
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
1B-2
Wood
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
10-11
IC
Wood
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
11
1D
Wood
New, Reroof (fear -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
IF-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 (rear -Off) or Recover
E
Non -insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover
19-21
SG
Wood
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
21
2A
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
22-24
26
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
36
Structural concrete
New or Reroof (rear -Off)
F
Non -Insulated, Bonded Roof Cover
40
4A LWIC _ New -or-Reroof -(Tear-OfQ A-- Bonded Insulation, Bonded Roof Cover 41-42
4B
LWIC
New or Reroof (Tear -off)
A-2
Mech. Attached Anchor Sheet Bonded Insulation, Bonded Roof Cover
43
4C
LWIC
New or Reroof (Tear -Off)
E
Non -insulated, Mech. Attached Base Sheet, Bonded Roof Cover
44-46
SA
CWF
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
47
5B
CWF
New, Remo€ (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
SE
CWF
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
49
6A
Gypsum
Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
50-52
6B
Gypsum
Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
52
6C
Gypsum
Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
53
6D
Gypsum
Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
53
7A
Various
Recover
A-1
Bonded Insulation, Bonded Roof Cover
54-58
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 FEC 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 manufacturers published installation instructions.
Unless otherwise noted, insulation may be any one layer or combination of polylsocyanurate, polystyrene, wood fiberboard, perlite, gypsum -based roof board -or mineral -wool -roof board that meets the CIA
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, U.C. d/b/a Trinity[ERD Evaluation Report P9290.02.08-R20 for FL1654-R22
Certificate of Authorization #9503 67 EDITION (2017) FBC NON-H VH2 EVALUATION -Revision 20: 09/12/2017
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384-2230 Appendix 1, Page 1 of 58
4 `TRINITY t ERD
Minimum 200 psi, minimum 2-Inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base
sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and
structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC
Approval documentation.
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).
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 Ctuik 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-PGl):
Continuous 0.25 to 0.5-inch wide ribbons, 1-2-inch o.c.
➢ OMG OlyBond 500 (08500):
Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot). Note: 0ly8ond Green may be used where OlyBond 500 is referenced.
➢ OiyBond Classic (OB Classic):
Full coverage at 1 gal/square.
➢ ICP Adhesive & Sealants CR-20:
Continuous 25-3.5-inch wide ribbons,12-inch o.c.
➢ Note. When multiple loyers(s) of insulation and/orcoverboard 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 -boy' the specked ribbons spacing.
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-particGlarsystem in the tables, then
the thinner board listed below may be used as a drop -in for the equivalent -thicker -material -listed -in the tattle:
➢ Millennium PG-1 Pump Grade Adhesive (M-PG1):
➢ OMG OlyBond 500 (OBS00):
➢ OMG OlyBond 500 (06500):
➢ OMG OlyBond 500 (OB500):
➢ OMG OlyBond 500 (OB500):
➢ ICP Adhesives & Sealants CR-20:
MDP -iS7.5 psf
(Min. 0.5-inch thick)
MDP -1575 psf
(Min.0.5-inch thick)
MDP -45.0 psf
(Min. 0.5-inch thick Multi -Max PA-3)
MDP -187.5 psf
(Min. 0.5-inch thick ISO 95+ GL)
MDP -315.0 psf
(Min. 0.5-inch thick ENRGY 3)
MDP -487.5 psf
(Min. 0.5-inch thick ACFoam II)
MDP -117.5 psf
(Min. 1.0-inch 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 analysisshall be in accordancewith ANSI/SPRI FX-1 or Testing Application Standard TAS 105.
12. For existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing
roof system (for recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing In accordance with
ANSt/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 1917.4A, Point 1.
Exterior Research and Design, LLC. d/b/a Trinity( ERD Evaluation Report P9290.02.08-R20 for FL1654-R22
Certificate of Authorization N9503 6n' EOrrm (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. Unless otherwise noted, refer to the followine references for bonded base. olv or can sheet aoolications
.. _. .. .... ....
.,.... t
777-
... ........ .. .. ....., :. _,::io."4 hi' -:a:' `*7:771
Reference
Layer
Material
Application
BP -AA
Base Ply
One or more plies Polyglass G2 Base, FBC Approved ASTM D4601, Type If
(Base and Ply sheets, Asphalt-
Ply
One or more plies Polyglass Ply IV, Polyglass Ply VI, FBC Approved ASTM 02178, Type IV or VI
Hot Asphalt at 20-40
Applied)
PP )
Nate:
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, Elastoflex S6, Elastoflex S6 Type 11, Polyglass HT Base 650
SBS-CA1
Cap Ply
Eiastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type 11, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield T5-G, Elastoshield
PG350 at 1.5-2-0
gal/square
TS-G FR, Polyfresko G SSS (sand -backed), Polyfresko G SBS FR (sand -backed)
Base Ply
One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 Type 11
SBS-CA2
Cap Ply
Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type 11, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield
Polyplus 35 at 1.5-2.0
gal/square
TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
Base Ply or Ply
One or more plies Elastobase (sand/sand or poly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V, Elastoflex S6, Elastoflex
SBS
S6 Type 11, Polyglass HT Base 650
AA
Hot As at 20-40
(SBS, Asphalt -Applied)
Cap Ply
Elastoflex V, Elastoflex VG, Efastoflex VG FR, Elastoflex S6, Elastoflex S6 Type 11, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G,
Ibs/square
Elastoshield TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
Note:
Asphalt -applied sheets or Insulation shall not be applied to poly -film surfaced membranes.
_
or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex S6, ElastoflexS6 Type-Il,-Polyglass HT Base
SBS TA
Base Ply or Ply
650
(SB5, Torch=Applied)_
--
Cap Ply
-Efastoflex V, Elastoflex VG, Elastoflex VG FR, ElastoflexSG, Elastoflex 56 Type 11, Elastoflex S6 G, Elastoflex 56 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 $A V Pius FR
SBS-SA
Cap Ply
Elastoflex SA P, Elastoflex SA P FR, Polyreflect
(SBS, Self -Adhering)
Unless otherwise noted, permissible membrane substrates forsBS-SA are limited to the SBS-SA Base Ply options herein,
Self -Adhering
Now'
Elostobase (poi /san or Elostobase of
Y d1 (P Y/PoIY)•
APP-CAI
Cap Ply
Polyflex G FR
PG350 at 15-2.0
gal/square
APP-TA
Base Ply or Ply
One or more plies Polyglass APP Base, Polyflex, Polybond
(APP, Torch -Applied)
Cap Ply
Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko G, Polyfresko G FR
Torch -Applied
APP-SA
Cap Ply
Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Polykoal
(APP, Self -Adhering)
Note:
Unless otherwise noted, permissible membrane substrates forAPP-SA are limited to the SBS SA Base Ply options herein,
Self -Adhering
Elostobase(poly/sand) or Elostobase (poly/poly).
16. Any of the following FBC Approved coatings maybe applied to the top roof membrane without adverse effect on the system wind load performance.
associated with coating usage.
D PG20D Non Fibered Roof Coating;
➢ PG3011 Fibered Roof Coating;
D PG600 Non-Fibered Aluminum Roof Coating;
➢ PG650 Fibered Aluminum Roof Coating;
➢ PG700 High Quality Elastomeric Roof Coating or KM Acryl25;
D PG700QS (Quick Set) High Quality ElastomericRoof Coating or KMAcryl 2S-QS (forgranuie-surfaced APP orSRS only);
D PG800 Asphalt Emulsion Roof Coating;
➢ Polyplus 60 Premium Non-Fibered Aluminum Roof Coating;
D Polyplus 65 Premium Fibered Aluminum Roof Coating;
D Polybrite 70 Premium Grade Eiastomeric Roof Coating or KM Acryf 15;
➢ Polybrite 70QS (Quick Set) Premium Grade Elastomeric Roof Coating or KM Acryl 15-QS (for granule -surfaced APP or SSS onyj;
D Polybrite 90 Nigh Solids Silicone Roof Coating or Polybrite 95 Silicone Roof Coating.
Exterior Research and Design, LLC. d/b/a TrinitylERD
Certlficate of Authorization #9503 6TM EDITION (2017) FBC NON-HVHZ EVALUATION
Prepared by: Robert Niernmen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384-1730
Refer to current Roofing Materials Directory for fire ratings
Evaluation Report P9290.02.08-R20 for FL1654-RZZ
Revision 20: 09/12/2017
Appendix 1, Page 3 of 58
"1
-° j T
RINITYIERD
17. Dens Deck shall be field -primed with PG100 prior to self -adhering membrane application. Refer to tables herein for other priming requirements.
18. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure (MDP) limitations. The lesser of the MDP listings below vs. those in Table 3A
applies:
y
A
..... �
4
N3 STD cfuRn o u oN.P .A 0i1
�.. T
P .. .... lid R .. .. .... ...... � .JtiS •
Option #
Primer
Vapor Barrier
Insulation Adhesive
MDP (psf)
Type
Attach
VB-L
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.
PGI00
Efastoflex 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.
PG300
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, LLC. d/b/a Trinity I ERD -Evaluation Report P9290.02.08-R20 for FL1654-RZZ
Certificate of Authorization #9503 67" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/12/2017
Prepared -by: Robert Nfeminen, PE-59166 Polyglass Modified Bitumen Roof Systems, (570) 384-1230 Appendix 1, Page 4 of 58
MI.] TRINITY !ERD
YR.
NA
System
Dark (Note 1)
Base Sheet Roof Cover .1. 15)
MOP
No.
Type Fasten
Attach Base Ply
Cap
(psf)
c2l", 0
W-136
Min. 19 2-
Elastobase, Elastobase P
Dekfast Hex (aka, Dekfast PLT-il-2-7/8) with Dekfast #14
12-inch ci.c. in 4-inch lap and 12-Inch o.c. in two
SBS-SA, APP-SA, SBS-
inch plywood
(poly -film top)
or Trulast 3' Metal Insulation Plate with TrUfast HD
(2), equally spaced, staggered center rows
SOS -SA
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 tap and 12-inch o.c. In two
inch plywood
(poly -film top)
or TrufaA 3" Metal Insulation Plate with Trufast HD
(2). equally spaced, staggered center rows
Polyflex SA Base
APP-TA
-52.5*
W-138
Min'19/32-
inch
Elastobase, Elastobase P
top)
OMG Flat BPlates
Bottom (square) with Roofgrip #12
12-inch o-c- in 4-inch lap and 12-Inch o.c. in two
SBS-SA
SBS-SA, APP-SA, SBS-
-60.0*
plywood
(poly -film
(2), equally spaced, staggered center rows
TA, APP-TA
W-139
Min. 19/32-
inch plywood
Elastobase, Elastobase P
(poly -film top)
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
60.0
(2), equally spaced, staggered center rows
-J,
System
Deck (Note 1)
Primer
Roof Cover (Note 15)
JointTreatment
base Ply
_—Mly—
No.
MDP (psf)
mKolin-IFIS
I
, 585-
SBS-
0"T
mchNone
w1-pi
�A
Min. 15/32-
ram—
J
W-141
inch plywood
(Optional) PG100
None
Polyflex 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, SOS-
Inch plywood
TA, APP-TA
TA, APP-TA
-97.5
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-S& APP-SA, SBS-
Inch plywood
place to create continuous bond.
Elastoflex SA V FR Base
TA, APP-TA
TA, APP-TA
-97-5
W-144
Min. 15/32-
Inch
WB_3 000
None
SBS-SA
(Optional)
SBS-SA, APP-SA, SBS-
-105.0
plywood
TA, APP-TA
W-145
Min. 15/32-
(Optional) PG100
Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled Into
Elastoflex SA V Plus or
(Optional) SBSSA, SBS-
SBS-SA, APP-SA, SBS-
inch plywood
place to create continuous bond.
Elastoflex SA V Pius FR
TA, APP-TA
TA, APP-TA
-135-0
W-146
Min. 15/32-
(Optional) PG100
Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled into
I
inch plywood ,
I
place to create continuous bond.
Polyflex SA Base
(Optional) APP-TA
APP-TA
- 135.0
Exterior Research and Design, LI.C. d/b/a TrinitVj ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
e" EDITION (2017) FBC NON-HVHZ EVALUATION
Polyglass Modified Bitumen Roof Systems; (570) 384-1230
Evaluation Report P9290.02.08-R20 for 171.1654-1122
Revision 20:69/12/2017
Appendix i, Page 2.1 of 58