HomeMy WebLinkAboutEVALUATION REPORTSCANNED
By
..i TRINI I ERD � A, �+
C
EVALUATION REPORT
Polyglass USA; Inc.
150 Lyon Drive
Fernley, NV 89408
(570)384-1230
SCOPE:
This Evaluation Report is issue\under
construction materials in the State of Florida.
P.E. for use of the product under the Florida
compliance with the 6d' Edition (2017) Florida
DESCRIPTION: Polyglass.SBS and APP Modified
r,-
EXTERIOR RESEARCH & DESI IV, I LC.
Certificate of Authoriz on tf95D3
353 Chr' tian Street
Y0 rd, Cr 06478
2031262-9245
Evaluation Rep P9290.02.08-R20
FL1654-R22
Dat of Issuance: 02/11/2008
Revision 20: 09/12/2017
0:3 and the applicable rules and r ulations governing the use of
documentation submitted has be n reviewed by Robert Nieminen,
ding Code. The prjroduct descri • ed herein has been evaluated for
�neCode sectionslnoted here* .
LABELING: Labeling shall be in accordance with the ii requME
herein. 1
CONTINUED COMPLIANCE: This Evaluation Report is valid until such
Quality Assurance documentation changes, or provisions of the
this Evaluation Report by the named client constitutes agreei
changes or the referenced Quality Assurance documentation ch;
Evaluation Report relative to updated Code requirements with e;
ADVERTISEMENT: The Evaluation Report number preceded by the
advertising literature. If any portion of the Evaluation Report is��
INSPECTION: Upon request, a copy of this entire Evaluation Rep�Sr
its distributors and shall- be available for inspection at the jo siti
This Evaluation Report consists of pages 1 through 6, plus if 58-p
Prepared by.
14cag
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DC4ANE11983
CERTIFICATION OF INDEPENDENCE:
Quality Assurance Agency noted
as t e named product(s) changes, the referenced
th relate to the product change. Acceptance of
notify Robert Nieminen, P.E. if the product
I. rinityI ERD requires a complete review of this
rds "Trl ity I ERD Evaluated" may be displayed in
laved; the it shall be done in its entirety.
all be provi d to the user by the manufacturer or
the request o the Building Official.
Appendix.
ThefaeslmBe seal aPPe 9 sauthmzedby RobCn16eM en.
P.E. an W/32/2R17. Thu dces_ tsemeasan gactmrc*sFrned
cimmene
1. Exterior Research & Design, LLC. d/b/a Trinity ERD does not have, ndr does it intend to acquire or will it acquir�
in any company manufacturing or distribute products it evaluates.
2. Exterior Research & Design, LLC. d/b/a inity I ERD is not owne , operated or controlled by any company
distributing products it evaluates.
3. Robert Nieminen; P.E. does not have n will acquire; a financial interest in any company manufacturing or distrit
which the evaluation reports /beinssued.
4. Rohert Nieminen, P.E. does nor will acquire, a financial
product.
5. This is a building code evaluther TrinitvIERD nor RobF
project on which this Evaluat, or previous.versions the
specifically for that purpose.
a financial interest
or
for
in any other entity involved in the approval probgsss of the
Nieminen, P.E. are, in any way, the Designer of Record ft{r any
f, is/was used for permitting or design guidance unless retaaced
CCNCEALCQ FASTENERS OR A I r CH10;
ARE THE RESPONSIBILITY 0 THE
CONTRACTOR OR RECOR
CONTRACTOR CO
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Modified Bitumen Roof Systems
Compliance Statement: Polyglass SBS and APO Modified BI
Inc., have demonstrated compliance with the following sect
through testing in accordance with the following Standards.
and Limitations / Conditions of Use set forth herein.
.,,/ TRINITY I ERD
�n Roof Systems, as produced by Polyglass USA,
of the a 1dition (2017) Florida Building Code
Hance is subject to the Installation Requirements
2. STANDARDS:
-Section
Property
Stan and
Year
1504.3.1
Wind
FM 74
2011
1504.3.1
Wind
UL 18�7
2012
1504.7
Impact
FM 4470
2012
1507.11.2
Physical Properties
ASTM D6162
2008
1507.11.2
Physical Properties
AST D6163
2008
1507.11.2
Physical Properties
ASTM 06164
2011
1507.11.2
Physical Properties
ASTM D6222
2011
1507.11.2
Physical Properties
D6509
2009
3. REFERENCES:
-
Entity
Examination
Reference
Date
ERD (TST6049)
Physical Properties
P10490.10.08-2
10/30/2008
ERD (TST6049)
FM 4470/4474
P1$60.09.09
09/10/2009
ERD (TST6049)
FM 4470/4474
P13� 70.09.09
09/10/2009
ERD (TST6049)
FM 4470/4474
P301540.11.09-Ri
11/30/2009
ERD (TST6049)
FM 4470/4474
P34550.12.09
22/02/2009
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
P3?680.03.13
03/04/2013
ERD (TST6049)
Physical Properties
P3 590.03.13-1-Ri
06/26/2013
ERD (TST6049)
Physical Properties
P37590.03.13-2-R1
07/01/2013
•ERD (TST6049)
Physical Properties
1131 590.07.13-2
07/01/2013
ERD (TST6049)
Physical Properties
P17590.03.13-5-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
P4940.09.13
09/04/2013
ERD (TST6049)
Physical Properties
P1 370.10.13
10/04/2013
ERD (TST6049)
Physical Properties
P39520.09.14-2
09/11/2014
ERD (TST6049)
FM 4470/4474
S66160.11.14
11/10/2014
ERD (TST6049)
Physical Properties
PLYG-P45440SC03.15-1
03/31/2015
ERD (TST6049)
Physical Properties
SC5170.05.15
05/08/2015
ERD (TSf6049)
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
�LYG-SC8905.05.16-1
05/17/2016
ERD (TST6049)
FM 4470/4474
PLYG-5C8905.05.16-2
05/17/2016
ERD (TST6049)
FM 4470/4474
LY.G-SC10815.07.16-R1
09/23/2016
ERD (TST6049)
UL 1897
rLYG-SC12025.30.16
10/12/2016
ERD (TST6049)
FM 4470/4474
PLYG-SC11475.16
11/17/2016
ERD (TST6049)
FM 4470/4.474/UL1897
PLYG-SC13235.01.17
01/17/2017
ERD (TST6049)
FM 4474/UL1897/TAS 114
PLYG-SC13920.05:17
05/30/2017
ERD (TST11294)
FIN 4474/UL3897/TAS 114
PLYG-CfL13945.05.17-1
05/30/2017
Exterior Research and Design, I.I.C.
Evaluation Report 09290.02 08-R20
Certi/icate ojAuthoriration #9503
6ni EDITION (2017) FBC NO
-HVHZ EVALUATION
FL1654-R22
Polyglass Modified Bitumen Ro f Systemr, (S70) 384-1230 .
1
Revision 20: 09/12/2017
Page 2 of 6
4.
Entity
ERD (TST11294)
ERD (TST6049)
ERD (TST6049)
FAA 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 ITST1867)
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 (TSTS878)
Miami -Dade (CER1592)
Miami -Dade (CER1592)
UL LLC (QUA9625).
PRODUCT DESCRIPTION:
Examination
FM 4474/UL1897/TA51
FM'4474/UL3897
FM 4474/17AS 114
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 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 Review
Quality Control
This Evaluation Report covers Polyglass Modified
Inc. published installation instructions -and the
membranes make up the subject systems.
7-3
i, R14571
TRINITY J ERD
Date
05/30/2017
05%30/2017
69/11/2017
08/04/1994
04/04/1997
12/23/199$
96/22/1999
Oi/04/2600
01/2S/2000
02/15/2000
01/12/2000
01/12/2000
05/02/2001
07/29/2002
O8/05/2003
O8/27/2OD3
OV13/2004
06/30/2004
07/30/2004
01/31/2006
03/20/2006
OS/23/2006
07/18/2006
09/12/2007
06/12/2009
04/21/2014
02/02/2017
12/04/2007
01/28/2008
02/27/2008
12/04/2008
02/68/2017
02/08/2017,
02/08/2017
05/17/2017
05/17/2017
Various
10/12/2010
Exp.10/06/2018
talled in accordance with Polyglass USA,
of Use herein. The following Polyglass
TABLE 1: ROLL-GOODSFOR'POLYGLA55 MODIFIED BITUMEN ROOF SYSTEMS
Type
Product I
Specification
Reference-
Grade
Type
Base Sheets
Polyglass G2 Base
ASTM D4601
N/A
II,
Polyflex SA Base
ASTM D4601
N/A
II
Polyglass APP Base
ASTM D6509
N/A
N/A
Exterior Research and Design, I.I.C.
Certificate of AuthorJ:attan 49503
e' EDmON (2017) FBC
Polyglass Modified Bitumen
Evaluation Report P9290.02.08-1120
EVALUATION FL16S4R22
is; (570) 384-1230 Revision 20:09/12/2017
Page 3 of 6
S.
.1 TRIM TY I ERD
TABLE 1(CONTINUED):
ROLL -GOODS FOR POLYGLASS MODIFIED BITUMEN.ROOFSYSTEMS
Type
Product I
Specification
Reference
Grade
Type
SBS Membranes
Polyglass HT Base.650
ASTM D6162
S
III
Elastobase
ASTM D6163
S
I
Elastoflex V
ASTM D6163
S
1
-Elastoflex SA V Base
ASTM D6163, Table 2
S
I
Elastoflex SA V FR Base
ASTM D6163, Table 2
S
I
Elastoflex SA V Plus
ASTM D6163
S
I
Elastoflex SA V Plus FR
ASTM D6263
S
I
Elastobase Poly I
ASTM D6164
S
I
Elastoflex S6
ASTM D6164
S
I
Elastoflex S6 Type II
ASTM D6164
S
li
Elastoflex VG
ASTM D6163
G
I
Elastoflex VG FR
ASTM D6163
G
I
SBS Membranes
Elastoflex S6 G
ASTM D6164
G
I
Elastoflex S6 G FR
ASTM D6164
G
I
Polyfresko G SBS (sand or poly -film backed)_
ASTM D6164
G
I
Polyfresko G SBS FR (sand or poly -film backed)
ASTM 06164
G.
I
Elastoshield TS G
ASTM D6164
G
I
Elastoshield TS G FR_ .
ASTM D6264
G
1
Elastoflex SA P
ASTM D6164
G
I
Elastoflex SAP FR
ASTM D6264
G
I
Polyreflect
ASTM D6164
S
I
APP Membranes
Polyflex I
ASTM D6222
S.
I
Polyflex G
AS IVI D6222
G
I
Polyflex G FR
ASTM D6222
G
I
Polyfresko G
ASTM D6222
G
I
Polyfresko G FR
ASTM D6222
G
I
Polybond
ASTM D6222
S
I I
Polybond G
ASTM D6222
G
I
PolyflexSAP
ASTM D6222
G
I
Polyflex SA P FR
ASTM D6222
G
I
Polyfresko G SA
ASTM D6222
G
1
Polykool
ASTM D6222
S
I
11MITATIONS:
5.1 This is a building code evaluation. Neither Trir
Designer of Record for any project on which this E
for permitting or design guidance unless retained!
5.2 This Evaluation Report is not for use in FBC HVHZ j
5.3 Refer to a current Approved Roofing Materials Din
5.4 For steel deck installations, foam plastic insulation
with FBC 2603.4 unless the exceptions stated in FE
5.5 The roof system evaluation herein pertains to
members shall be in accordance with FBC rei
Jurisdiction. Load resistance of the roof deck s
Approval documentation.
5.6 For recover installations, the existing roof shall bel
Exterior Research and Design, LLC.
Certificate ofAuthorization#9503' (T'EDITION(2017)FBC
Polyglass Modified Bitumen
ERD nor Robert Nleminen, P.E. are, in any way, the
ation Report, or previous versions thereof, is/was used
ifically for that purpose.
tory for fire ratings of this product.
tall be separated from the building interior in accordance
2603.4.1 and 2603.6 apply.
3ve-deck roof components. Roof decks and structural
irements to the satisfaction of the Authority Having
II be documented through proper codified and/or FBC
examined in accordance with FBC 1511.
Evaluation Report P9290.02.MR20
EVALUATION FL1654-R22
is, (570) 384-1230 Revision 20:09/12/2017
Page 4 of 6
5.7
5.81
5.9
5.10.
5.11
For mechanically attached insulation or membrane or sti
for the, selected assembly shall meet or exceed the Zan
FBC Chapter 16. Zones 2 and 3 shall employ an ai
professional to resist the elevated pressure criteria. Cor
Prevention Data Sheet 1-29, Roofing Application Stand
137. Assemblies marked with an asterisk* carry the li
Prevention Data Sheet 1-29 (January 2016) for Zone 2/3
For assemblies with all components fully bonded in pl:
assembly shall meet or exceed critical design pressure c
rational analysis is permitted for these systems.
For mechanically attached insulation or membrane over
existing deck for withdrawal resistance. A qualified desi
to the minimum requirements for the system. Testing)
FX-1 or Testing Application Standard TAS 105.
"I TRINITY J ERD
bonded insulation, the maximum design pressure
design pressure determined in accordance with
hment density designed by a qualified design
only used methods are ANSI/SPRI WDi, FM Loss
RAS 117 and Roofing Application Standard RAS
ations set forth in Section 2.2.10.1 of FM Loss
the maximum design pressure for the selected
rmined in accordance with FBC Chapter 16. No
existing roof decks, fasteners shall be tested in the
,n professional shall review the data for comparison
and analysis shall be in accordance with ANSI/SPRI
For bonded insulation or membrane over existing subst ates 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 perfor ance 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 n�w roof assembly.
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 Ifield 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 desigi
FBC Chapter 16 and tested for resistance in accordance i
RAS 111, except the basic wind speed shall be Jets
1609.3(3).
5.13 All products in the roof assembly shall have quality a ur
6. INSTALLATION:
6.1
6.2
Polyglass Modified Bitumen Roof Systems shall be
installation instructions, subject to the Limitations /
System attachment requirements for wind load re!
Design Pressure is the result of testing for wind lo;
the ultimate passing pressure divided by 2 (the 2
applied). Refer to FBC 1609 for determination of de!
and installed for wind loads in accordance with
ANSI/SPRI ES-1 or Roofing Application Standard
ned from FBC Figure 1609.3(1), 1609.3(2) or
in accordance with FAC Rule 61G20-3.
in accordance with Polyglass USA, Inc. published
is of Use noted herein.
ance are set forth in Appendix 1. "MDP" = Maximum
resistance based on allowable wind loads, and reflects
1 margin of safety per FBC 1504.9 has already been
i wind loads.
Exterior Research and Design, U.C. Evaluation Report P9Z90.0Z.0B-R20
Certi%lcote ofAuthorizatron 49503 6nr EDmON (2017) FBC N N-HVHZ EVALUATION FL1654-R22
Polyglass Modified Bitumen Roof Systems; (570) 384-1Z30 Revision 20:09/12/2017
Page 5 of 6
6.3 Any of the following FBC Approved coatings may be app
on the system wind load performance. Refer to current
with coating usage.
➢ PG200 Non-Fibered Roof Coating;
➢ PG300 Fibered Roof Coating;
D PG600 Non-Fibered Aluminum Roof Coating;
➢ PG650 Fibered Aluminum Roof Coating;
➢ PG700 High Quality Elastomeric Roof Coating or
➢ PG7000$ (Quick -Set) High Quality Elastomeric R
APP or SBS only);
➢ PG800 Asphalt Emulsion Roof Coating;
➢ Polyplus 60 Premium Non-Fibered Aluminum Rai
➢ Polyplus 65 Premium Fibered Aluminum Roof Ca
➢ Polybrite 70 Premium Grade Elastomeric Roof Cyr
➢ Polybrite 70QS (Quick -Set) Premium Grade Elasi
surfaced APP or SBS only),-
➢ Polybrite 90 High Solids Silicone Roof,Cc ating;
➢ Polybrite 95 Silicone Roof Coating.
7. BUILDING PERMIT REQUIREMENTS:
As "required by the Building Official or Authority Having Juri d
this product.
8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on pro u
requirements
9. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625; (314) 578-3406, k.chancellor@us.ul.COT
- THE 58-PAGES THAT FOLLOW FORM
Exterior Research and Design, U.C.
Certiftate of Authorization #9503 6n' EDITION (2017) FBC
Polyglass Modified Bitumen
j TRINITY 1 ERD
to the top roof membrane without adverse effect
ofing Materials Directory for fire ratings associated
Acryl 25;
Coating or KM Acryl 25-QS (over granule -surfaced
Coating;
or KM Acryl 15;
c Roof Coating or KM Acryl 15-QS (over granule -
in order to properly evaluate the installation of
locations covered for F.A.C. Rule 61G20-3 QA
OF THIS EVALUATION REPORT -
Evaluation Report P9290.02.08-R20
.HVHZ EVALUATION FL7654-RZZ
Systems; (570) 384-1230 Revision 20: 09/12/2017
Page 6 of 6
TRINITY I ERD
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
Mach. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
5-9
1B•2
Wood
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor5heet, Bonded Insulation, Bonded Roof Cover
1D-11
1C
Wood
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
11
30
'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
IF-1
Wood
New or Reroof (Tear -Off)
E
Non -insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover
15-18
IF-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 oriteroof (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
213
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 -Oft) or Recover
D
Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover
29-31
3A
Structural concrete
New or Reroof (fear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
32-40
3B
Structural concrete
New or Reroof (Tear -Off)
F
Non -insulated, Bonded Roof Cover
40
4A
LWIC
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
41-42
4B
LWIC
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation; Bonded Roof Cover
43
4C
LWIC
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
44-46
CWF
New or Reroof (Tear -Off-
A-1
Bonded Insulation, Bonded Roof Cover
47
_SA
SB
CWF
New,-Reroof-(Tear=Off)-arRecover _
A•2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
48
SC
CWF
New, Reroof (Tear -Off) or Recover
B
Me— ec Attached-Base-lnsulatla"onded-Top-insulatron,_Bonded Ropf Cover
49
SD
CWF
New, Reroof (Tear -'Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
49-
5E
CWF
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mach. Attached Base Sheet, Bonded Roof Cover
49
6A
Gypsum
Reroof (Tear•Of f)
A•1
Bonded Insulation, Bonded Roof Cover
50.52
68
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
60
Gypsum
Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet,'Bonded Roof Cover _
S3
7A
Various
Recover
A-1
Bonded Insulation, Bonded Roof Cover
54-58
7B
Various
Recover
F
Non -Insulated, Bonded Base Sheet, Bonded Roof Cover
58
The following notes apply to the systems outlined herein:
1. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdictlom
Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement:
D Wood: Minimum 0.75•Inch penetration.
D Steel: Minimum 0.75•Inch penetration and engage the top'flute of the steel deck.
D Structural concrete: Minimum 1-Inch embedment Into pilot hole in accordance with fastener manufacturer's published: installation Instructions.
3. Unless othbrwlse,noted, insulation may be any one layer or combination of polylsocyanurate, polystyrene, wood fiberboard, periite, 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 1505.2 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-R20 for FL1654•R22
Certificate of Authorizadon #9503 6" EDITION (2017) FBC NON•HVH2 EVALUATION Revislon 20: 09/12/2017
Prepared by: Robert Nleminen, PE-59166 Polyglass Modified Bitumen'Roof Systems; (570) 3844230 Appendix 1, Page 1 of 58
0
�TRIfvITY 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 mistance 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 2.2.10.2.3 of FM Loss Prevention Data Sheet1-29 (January 2016).
Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width Is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published Instructions.
D Hot asphalt (HA): Full coverage at 2S-30 Ibs/square.
D Dow INSTA STIK Cluck Set Insulation Adhesive (D-15): Continuous 0.75 to 1-inch wide ribbons,l2-Inch o.c.
D Millennium One Step Foamable Adhesive (M-OSFA): Continuous O,2S to 0.5-Inch wide ribbons, 12-inch o.c.
D Millennium PG-1 Pump Grade Adhesive (M-PG1): Continuous 0.25 to 0.S-Inch wide ribbons,12-Inch o.c.
D OMG OlyBond 500 (OB500): Continuous 0.75 to 1-inch wide ribbons,12-Inch o.c. (PaceCart or SpotShot). Note: OlyBand Green maybe used where OiyBond 500 is referenced.
D OlyBond Classic (08 Classic): Full coverage at 1 gal/square.
D ICP Adhesive & Sealants CR-20: Continuous 2.5.3.5-Inch wide ribb'ons,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.
D Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing.
Unless otherwise noted, all Insulations are flat -stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum
Design Pressure (MDP) limitations. In no case shall these values be used to 'Increase' the MOP listings In the tables; rather if MDP listing below meets or exceeds that listed for a particular system In the tables, then
the thinner board listed below may be used as a drop -in for the equivalent thicker material listed In the table:
D Millennium One Step Foamable Adhesive (M-OSFA):
MDP -1S7.S psf
(Min. 0.5-Inch thick)
D Millennium PG-1 Pump Grade Adhesive (M-PG3):
MDP -157.5 psf
(Min. 0.5-inch thick)
D OMG OlyBond 500 (00500):
MDP -45.0 psf
(Min. 0.5-inch thick Multi -Max FA-3)
-D_OMG_OIyByBoond 500 (OB500):
MDP -187.5 psf
(Min. O.S-Inch thick ISO 95+ GL)
D OMG 01nd SOO (OB500 :
MDP-315 0_psf
Min. 0.5-Inch thick ENRGY 3)
D OMG OlyBond 500 (OB500):
MDP -487.S psf
(Min. 0.S-inc t c ; CFoamil)
D ICP Adhesives & Sealants CR-20:
MDP -117.5 psf
(Min.1.0-inch thick)
B. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft.
9. For mechanically attached components or partially bonded Insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC
Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD3, 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)'forZone 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 F%-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 compatibillty 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-2, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 224.
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 topcoat thickness is 2-inches.
For LWC over structural concrete, reference is made to FBC Section 1917.4.2, Point 1.
Exterior Research and Design, LLC. d/b/a Trinity ERD Evaluation Report P9290.02.08-R20 for FL3654-R22
Certificate of Authorization 09S03 6"' EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/12/2017
Prepared by: Robert Nleminen, PEr59166 Poiyglass Modified Bitumen Roof Systems; (570) 384.1230 Appendix 1, Page 2 of 58
IS. Unless otherwise noted
&S...6d1,...Jlunre—ch—t—lirmtinne
C)
.��' TRIM Y i ERD
- _ TABLE 1: POLYGIASS ROOF COVERS
Reference
Layer
Material
A lication
BP -AA
Base Ply
One or more plies Polyglass G2 Base, FBC Approved ASTM D4601,Type II
Hot Asphalt at 2040
(Base and Ply sheets, Asphalt-
Applied)
Ply
One or more plies Polyglass Ply IV, Polyglass Ply VI, FBC Approved ASfM D2178, Type IV or VI
Ibs/square
Note:
Asphalt•applied sheets or insulation shall not be applied to poly 1716 surfaced membranes.
SBS-CAI
Base Ply
One ply Elastobase sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 Type 11, Polyglass HT Base 650
PG350 at 2.5-2.0
gal/square
Cap Ply
Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshleld TS-G, Elastashield
TS-G FR, Polyfresko'G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
SBS-CA2
Base Ply
One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 Type II
Polyplus 35 at 2.5-2.0
gal/square
Cap Ply
Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex 56 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshleld TS-G, Elastashield
TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
SOS -AA
(SBS, Asphalt -Applied)
Base Ply or Ply
One or more plies Elastobase (sand/sand or poly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V, Elastoflex S6, Elastoflex
56 Type II, Polyglass HT Base 650
Hot Asphalt at 20.40
Ibs/square
Cap Ply
Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex S6 Type 11, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G,
Elastoshleld TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
Note:
• Asphalt -applied sheets or insulation shall not be applied to poly film surfaced membranes.
SBS-TA
(SBS, Torch -Applied)
Base Ply or Ply
50 or more piles Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex S6, Elastoflex SG Type 11, Polyglass HT Base
Torch -Applied
Cap Ply
Elastoflex V, Elastoflex VG, Elastoflex VG Fit, Elastoflex 56, Elastoflex S6 Type 11, Elastoflex S6 G, Elastoflex 56 G FR, Elastoshleld TS-G,
Elastoshleld TS-G FA, Polyfresko G SBS (poly -film backed), Polyfresko G 5B5 FR (poi -flim backed
-SBS-S •
(SBS, Self -Adhering)
Base Ply
One or more plies Elastoflex SA V Base, Elastoflex SA V FR Base, Elastoflex SA V Plus, Elastoflex SA V Plus FR
Self -Adhering
Cap Ply
Elastoflex SA P, Elastoflex SA P FR, Polyreflect
-
Note:
-1 less-otherwisd-noted,-P,Cbmlg@Lemembrane substratesforSBS-SA are limited to the SBS-SA Base Ply options herein,
Elastobase (poly/sand) or Elastobase (pol o ).
APP-CA1
Cap, Ply
Polyflex G FR
PG350 at 1.S-2.0
gal/s uate
APP TA
(APP, Torch -Applied)
Base Ply or Ply
One -or more plies Polyglass APP Base, Polyflex, Polybond
Torch -Applied
Ca Ply
Polyflex, Polyflex G, Pol ex G FR, Polybond, Polybond G, Polyfresko G; Polyfresko G FR
APP-SA
(APP, Self -Adhering)
Cap Ply
Pol ex SNP, Polyflex SA P FR, Polyfresko G SA, Palykool
Self -Adhering
Note:
Unless otherwise noted, permissible rnembranesubstrates forAPP-SA are limited to the SBS-SA Base Ply options herein,
Elastobase (poly/sand) or Elastobase (poly/poly).
16. Any of the following FBC Approved coatings may be applied to the top roof membrane without adverse effect on the system wind load performance.
associated with coating usage.
D PG2G0 Non'Fibered Roof Coating;,
'D PG300 Flbered Roof Coating;
D PG600 Non-Fibered Aluminum Roof Coating;
D PG650 FlberedAluminum,Roof Coating; -
D P6700 High Quality Elastomerc Roof Coating or KM Acryl 25;
D PG70DQS (Quick Set) High Quality Elastomeric Roof Coaling or KM Acryl 25•QS (forgranule-surfacedAPP or SBS only);
D PG80DAsphalt Emulsion Roof Coating;
D Polyplus 60 Premium Non•Fibered Aluminum Roof coating;
D Poiyplus 65 Premium Fibered Aluminum Roof Coating;
D Polybrite 70 Premium Grade Elastomeric Roof Coating or KM Acryl 15;
D Polybrite 7005 (Quick Set) Premium Grade Elastomeric Roof Coating or KM Acryl 15-QS (for granule -surfaced APP or SBS only);
D Polybrite 90 High Solids Silicone Roof Coating or Polybrlte 95 Silicone Roof Coating.
Exterior Research and Design, LLC. d/b/a Trinity ERD
Certificate of Authorization 09503 67" EDITION 12017) FBC NON-HVHZ EVALUATION
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384-1230
Refer to current Roofing Materials Directory for fire ratings
Evaluation Report P9290.02.08-1120 for FL3654-R22
Revision 20:09/12/2017
Appendix 1, Page 3 of 58
TRINITY I ERD
17. Dens Deck shall be field -primed with PG10D prior to self -adhering membrane application. Refer to tables herein for other priming requirements:
18. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure (MDP) limitations. The lesser of the MDP listings below vs. those in Table 3A
applies:
VAPOR BARRIER OPTIONs, STRucruRAL CONCREtk DECK, ADHERED INSutATIDN PER TAatE U
Option N
Primer
Vapor Barrler
Insulation Adhesive
MDP sf)
(p
Type
Attach
VB-1.
PG100
Elastoflex SA V Plus
Self -Adhering
Inta-Stik or CR-20,12-Inch o.c.
60.0
VB-2.
PG100
Polyglass APP Base
Torch -applied
Inta-Still 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 Foaniable Adhesive, 12-inch o.c.
-157.5
VB 5.
PG100
Elastoflex SA P
Self -Adhering
CR-20, 22-Inch o.c.
-270.0
VB 6.
PG100
Elastoflex SA V ease, 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 SOO or CR-20,12-Inch o.c.
Z9D.0
19. "MDP" = Maximum Design Pressure Is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads.
Exterior Research and Design, U.C. d/b/a Trinity)ERD Evaluation Report P9290.02.08-R20 for FL3654-1122
Certificate of Authorization 99503 e' EDITION (2017) F8C NON-HVHZ EVALUATION Revision 20: 09/12/2017
Prepared by: Robert Nleminen, PE-S9166 Polyglass Modified Bitumen Roof Systems, (570) 384.1230 Appendix 1, Page 4 of 58
`J TRINITY I ERD
TABLE IF-1: WOOD DECKS -NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET (NAILS), BONDED ROOF COVER
Base Sheet
Roof Cover (Note 15)
MOP
System
No.
Deck (Note 1)
(Psf)
-type Fasten Attach
Base Ply Cap Ply
No BASE PLY:'
W-72
Min.15/32-
Elastobase, Elastobase P
Simplex MAXX Cap -
9.1nch o.c. at 2-Inch lap and 18-Inch o.c. in two
(2), equally spaced, staggered center rows
None
SOS -AA, SBS TA, APP-
TA
-45.0•
Inch plywood
.
W-73
Min.15/32-
Elastobase, ElastobaseP
Simplex MAXX Cap
9-Inch o.c. at 2-Inch lap and 12-Inch o.c. In two
(2), equally spaced, staggered center rows
None
SBS•AA, SBS TA, APP-
TA
_52.5
Inch plywood
Min.15/32-
Original Simplex Cap Nails (1•inch metal head dlametet,
6-.Inch o.c. at 3-inch lap and 6-Inch o.c. In four
None
SBS-AA, SBS TA, APP-
.52.5
W-74
inch plywood
Elastobase, Elastobase P.
11 gauge x min.1,25-Inch long annular grooved shonk)
(4), equally spaced, staggered center rows,
TA
Min.15/32-
Elastobase, Elastobase P (poly -film
Original Simplex Cap Nails (1-Inch metal head diameter,
6-Inch o.c. at 3-Inch lap and 6-Inch o.c. In four
None
SBS-SA, APP-SA
-52.5
W-75
Inc h plywood
top).
11gouge xmin. 1.25dnchlong annular groovedshonk)
(4), equally spaced, staggered center rows
Min..15/32-
Original Simplex Cap Nails (1-Inch metal head -diameter,
6-Inch o.c. at 3-Inch lap and 6-Inch o.c. in four
None
APP TA
-52.5
W-76
Inch plywood
Polyglass APP Base
11 gouge x min.1.25dnch long annulargrooved shank)
(4), equally spaced; staggered center rows
Elastobase, Elastobase P, Polyglass'
MIn. i9/32-
G2 Base, CertalnTeed Glasbase,
32 ga.,1.5/8•inch diameter tin caps with 11 go. annular
8-Inch o,e in 4-inch lap and 8,inch o.c. In three
None
SBS-AA, SBS-TA, APP-
60.0
W-77
Inch plywood
Firestone Gl Base,
ring shank nails
(3), equally spaced, staggered center rows
TA
e r GAFGPly
28, 7amko Glass Base or GAFGLAS
H75
Mim 19/32•
Elastobase, Elastobase P (poly -film
32'ga„ 1-5/8-Inch diameter tin caps with 11 ga. annular
. B•inch o.c. In 4-Inch lap and B=inch o.c. In three
None
SOS -SA, APP-SA
60.0
—W-78—
irk pIyyw00a
-top)
ringshank nails
(3), equally spaced, staggered center rows
Min.1S/32-
Polyglass G2 Base, Elastobase;
32 go.,-l-S/8-Inch diameter tin caps- with 11 ga. annutav
-8-1nch me in 44nch lap and.8-Ineh-o.cJn four
_Non
SBS-AA, SBS TA, APP-
.675
W 79
Inch plywood
Elastobase P
ring shank nails
(4), equally spaced, staggered center rows
A
Min.1S/32-
32 go., 1-5/8-Inch iameter tin caps with 11 ga. annular
8-inch o.c. In 4-inch lap and 8-Inch o.c. in four
None
APP TA
-67;5
W80
Inch plywood
palygiass APP Base
ring shank nails
(4), equally spaced, staggered center rows
Min.15/32=
Polyglass 62 Base, Elastobase,.
S,ImplexMAXXCap
10 Inch o.c. in 4-Inch lap and 10 inch o.c. In
(3),equallyspaced,staggeredcenter
None
SBS-AA, SBS TA, APP-
-75.0
W-81
inch plywood
ElastobaseP
rows
TA
10•Inch o.c. In 4-Inch lap and 10•inch o.c. in
W-82
Min.15/32•
Polyglass APP Base
Simplex MAXX Cap
three (3), equally spaced, staggered center
None
APPTA
-75.0
Inch plywood
•
rows
min.,15/32-
P,olyglass G2 Base, Elastobase,
Simplex MAXX Cap
9-Inch o.c In 4-inch lap and 9-Inch o.c. in four
None
SBS-AA, SBS TA, APP-
90.0
W
Inch plywood
Elastobase P
(4), equally spaced, staggered center rows
TA
W 84
Min.15/32-
Pol lass APP Base
yg
' Simplex MAXX Cap
9-Inch o.c. In 4-Inch lap and 9-inch o.c. in four
(4), equally spaced, staggered center rows
None
APP TA
-90.0
Inch plywood
W85
Min.15/32-
Elastobase, ElastobaseP
Simplex MAXX Cap
6-inch a.c at 2-inch lap and 64nch o.c. in two
(2), equally spaced, staggered center rows
None
SBS-AA, SBS-TA, APP-
TA
g0,0
Inch'plywood
86
Min.19/32-
Elastobase, Elastobase P',(polyfiim
32 ga.,1-,5/8•Inch diameter tin caps with 11 go. annular
4-Inch o.c. in 4-inch lap and 4-Inch o.c, In four
None
SBS-SA, APP-SA
-97.5
W
Inch plywood
top)
ring shank nails.
(4), equally spaced, staggered center rows
W-87
Min.15/32-
Elastobase, ElastobaseP
Simplex MAXX Cap
6-inch o.c; at 24nch lap and 64nch o.c. in three
(3). equally spaced, staggered -center rows
None
SBS-AA, 5B5 TA, APP-
TA
_105.0
Inch plywood
Exterior Research and Design, U.C. d/b/a TrinitylERD.
Certificate of Authorization g9SO3
Prepared by: Robert Nieminen, P-E-S9166
6t�� EDITION (2017) FBC NON-HVHZ EVALUATION
Polyglass Modified Bitumen Roof Systems; (570) 384.1230
Evaluation Report P9290.02.08-R20 for FL2654.R22
Revision 20:09/1212017
Appendix 1, Page 16 of 58