HomeMy WebLinkAboutEVALUATION REPORTS FILE COPY
CANNED
BY
St. Lucie County
EXTERIOR RESEARCH & DESIGN, U.C.
Certificate of Authorization g9503
TRINITY f 353 Christian Street
ERD Oxford, CT 06476
(203)262-9245
EVALUATION REPORT
Polyglass USA, Inc. Evaluation Report P9290.02.08-R19
150 Lyon Drive FL3654-R21
Fernley, NV 89408 Date of Issuance- 02/11/2008
(570) 384-12.30 Revision 19: 05/30/2017
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. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for
compliance with the 5`ta Edition (2014) Florida Building Code sections noted herein.
DEscaiPnom Polyglass SM and APP Modified Bitumen Roof Systems
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPUAPICE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentatlon,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 I 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.
INSpEcricim 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 atthe job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 6, plus a 56-page Appendix
Prepared by:
C ytG):NS^eti%
~+y�o-SV'CVJ--t
iq�
.
Robert J.M. Nieminen; P.E.
%Ji p,;.. �x,:>':
�i,gs.-C4...•�$'-^:�^
.1J�oN�.��Ett�A
ThehaMEesW appwasauvalzetl
yy Robert Nivriren, P.E.& on 05/30/1017
ThlsacearotservemanekNmblrysgreddeamen[Apie4,
Florida Registration No. 59166 Florida DCA ANE1983
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ardaem,e<ro�naweamsa�+waeawmavr�^�n ^wrWat
atmmhnamraMro W vmedsGent
CERTIFICATION OF INDEPENDENCE: y
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 Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, Wwas used for permitting or design guidance unless r fined
specifically for that purpose.
rrTRJNI-rY ERD
ROOFING SYSTEMS EVALUAhON:
1. SCOPE: i
Product Category: i 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 Su' Edition (2014) 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
Pro a
Standard
Year
1504.3.1
Wind
FM 4474
2004
1504.3.1
Wind
UL1897
2008
1504.7
Impact
FM 4470
1992
1507.11.2
Physical Properties
ASTM D6162
2000
1507.11.2
Physical Properties
ASTM D6163
2000
1507.11.2
Physical Properties
ASTM D6164
2005
1507.11.2
Physical Properties
ASTM D6222
2008
1507,11.2
Physical Properties
ASTM D6509
2009
3. REFERENCES:
Entity
Examination
Reference
Date
ERD (TST6049)
Physical Properties
P30490.10.08-2
10/30/2008
ERD (TST6049)
FM 4470/4474
P33760.09.09
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
12/02/2005
ERD (TST6049)
Physical Properties
P33960.12.10
12/30/2010
ERD OW6049)
FM 4470/4474
P33970.03.11
03/15/2011
ERD (TST6049)
Physical Properties
P37590.03.133A
03/06/2013
ERD (TST6049)
FM 4470/4474
P39680.03.13
03/04/2013
ERD (TST6049)
Physical Properties
P37590.03.13-1-RS
06/26/2013
ERD(TST6049).
Physical Properties
P37590.03.13-2-R1
07/01/2013
ERD M60491
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.(T5T6049)
Physical Properties
P39520.09.14-2
09/11/2014
ERD (TST6049)
FM 4470/4474
SC6160.11.14
11/10/2014
ERD (T5T6049)
Physical Properties
PLYG-P454405C.03.15.1
03/31/2015
ERD (TST6049)
Physical Properties
SC5170.05.15
05/08/201S
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/O112016
ERD (TST6049)
FM 4470/4474
PLYG-SC8905.05.16-1
05/17/2016
ERD(TST6G49)
FM 4470/4474
PLYG-SC8905.05.1r12
05/17/2016
FRD(f5T6049) r
FM 4470/4474
PLYG-SC10815.07.16-R1
09/23/2016
ERD (TST6049)
UL1897
PLYG-SC12025.10.16
10/12/2016
ERD (TST6049)
FM 4470/4474
PLYG-SC11475.16
11/17/2016
ERD M6049) .3
FM 4470/4474/UL3897
PLYG-SC13235,01.17
01/17/2017
ERD (TSr6049)
FM 4474/UL1897/TAS 114
PLYG-SC13920.05.17
05/30/2017
ERD (TST11294) i
FM 4474/UL1897/TAS 114
PLYG-CTL13945.05.17-1
05/30/2017
Wenor Research and Design, U.C.
Evaluation Report P9290.02A8-R39
Cerrifrcore ofAuthorvotlon A9503
FRC NON-HVH2
EVALUATION
FL1654-R21
Polygiass USA, Inc.
Revision 19: 05/30/2017
Page 2of6
\! TRINITY I ERD
EnE�
Examination
Reference
Date
ERD (TST11294)
FM 4474/UL1897/TAS 114
P03-crl-13945.05.17-3
05/30/2017
ERD OST6049)
FM 4474/1.11-1897
PLVG-SC13945.05.17
OS/30/2017
FM Approvals (TST1867)
FM 4470
2W7A7AM
08/04/1994
FM Approvals (TST1867)
FM 4470
OD3A3.AM
04/04/1997
FM Approvals (TST1867)
FM 4470
2DOAOAM,
12/23/1998
FM Approvals (TST1867)
FM 4470
2DSA9.AM
06/22/1999
FM Approvals (TS1`1867)
FM 4470
3006646
01/04/2000
FM Approvals (TST1867)
FM 4470
3001334
01/25/2000
FM Approvals (TST1867)
FM 4470
3001334
02/15/2000
FM Approvals (TST1867)
FM 4470
3000857
01/12/2000
FM Approvals (TST1867)
FM 4470
3004091
01/12/2000
FM Approvals (TST1867)
FM 4470
3006215
05/02/2001
FM Approvals(TST1867)
FM 4470
3012321
07/29/2002
FM Approvals (TST1867)
FM 4470
3014692
08/05/2003
FM Approvals (TST1667)
FM 4470
3014751
08/27/2003
FM Approvals (TST1867)
FM 4470
3007170
01/13/2004
FM Approvals (TST1867)
FM 4470
3019317
06/30/2004
FM Approvals (TST1867)
FM 4470
3020703
07/30/2004
FM Approvals (TST1867)
FM 4470/4474
301833Z
01/31/2006
FM Approvals (TST1867)
FM 4470/4474
3023368
03/20/2006
FM Approvals (TSr1867)
FM 4470/4474
3624594
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
3949631
04/21/2014
FM Approvals (T5T1867)
FM 4470/4474
3057629
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-198-02-02
02/08/2017
PRI (TSTS678)
TAS 114
PUSA-188-02-03
02/08/2017
PRI(TST5878)
TAS 114
PUSA-202-02-02
05/17/2017
PRI(TST5878)
TAS 114
PUSA-202-02-02
05/17/2017
Miami -Dade (CER1591)
HVHZ Compliance
Various NOAs
Various
Miami -Dade (CER1591)
Proposal for Review
10-0823
10/12/2010
UL LLC (QUA9625) Quality Control Service Confirmation, R34571 Exp. 10106/2018
4. PRODUCTDEsdupmON:
This Evaluation Report covers Polyglass Ivlodfed 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.
' : :: � , f� `. 1 'LASLEtk
Rot>`.GDGDs:�axP"otV6�MoDI�7Eo-BiTalxnlEnrRtiiY6Sy�ST�Ms
�,.: ;'`,_ �u ` .. ,t
Type
Product
Specification
Reference
Grade
Type
Base Sheets
Polyglass G2 Base
ASTM D4601
N/A
II
PoWex SA Base
ASTM D4601
N/A
11
Polyglass APP Base.
ASTM 06509
N/A
N/A
Exterior Research and Design, LLC
Certificate ofAuthonzation 19503
PoWass USA, Inc
Evaluation Report P9M.02.08at19
FL1654-R21
Revision 19: 05/30/2017
Page 3 0l6
4TRINlil' ERD
q�'ABLE.1:E00INDED�'ROL{'GOOQ4{�1[-FbLK6UlSS't1A_OkfIRE[kBRUIW R'RDOF,31/5,7FJF1S .
Y -.. .. .. .
Type ,
Produce
Specification
Reference
Grade
Type
"
5&S Membranes
"
"
Polyglass HT Base 650
ASTM D6162
S
III
Elastobase
ASTM D6163
5
1
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 D6163
S
I
Elastobase Poly
ASTM D6164
5
1
Elastoflex56
ASTM D6164
S
I
Elastoflex S6Typell
ASTM D6164
5
11
Elastoflex VG
ASTM D6163
G
1
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 585 (sand orpoly-film backed)
ASTM D6164
G
I
Polyfresko G SBS FR isand or poly -film backed)
ASTM D6264
G
I
Elastoshield TS G
ASTM 06164
6
I
Elastoshield TS G FR
ASTM D6164
G
I
Elastoflex SAP
ASTM D6164
G
I
Elastoflex SAP FR
ASTM D6164
6
1
Polyreflect
ASTM D6164
5
I
APP Membranes
Polyflex
ASTM D6222
S
I
PolVflexG
ASTM D6222
G
I
Polyflex G FR
ASTM D6222
G
I
Polyfresko G
ASTM D6222
G
I
Poh/fresko G FR
ASTM D6222
G
I
Polybond
ASTM D6222
5
1
Polybond G
ASTM D6222
G
I
Polyflex SA P
ASTM D6222
G
I
Polyflex SA P FR
ASTM D6222
6
1
Polyfresko G SA
AS7M 06222
G
I
Polykool
ASTM D6222
5
1
S. LIMITATIDNS:
5.1 This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in anyway, 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 HVHZ jurisdictions.
5.3 Refer to a current Roofing Materials Directory for fire ratings of this product.
SA For steel deck installations, foam plastic insulation shall be separated from the building interior in accordance
with FBC 2603.4unless the exceptions stated in FBC 2603.4.1 or 2603.6 apply.
5.5 The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural
members shall be in accordance with FBC requirements to the satisfaction of the Authority Having
Jurisdiction..Load resistance of the roof deck shall be documented through proper coded and/or FBC
Approval documentation.
5.6 For recover installations, the existing roof shall be examined in accordance with FBC 1510.
Exterior Research and Design, U.C.
Cerd lcnte cfAuthor&adon A9503
FBC NON41VRZ EVALUATION
Polyglass USA, Inc
Exaluauon Report P9290.02.08-1119
FL3654-R21
Revision 19:05130/20D
Page 4 of 6
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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 WDS, FM Loss Prevention Data
Sheet 1-29 and Roofing Application Standard RAS 117. 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 Z016) 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 'decKfor 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 AN51/SPRI FX-
1 or Testing Application Standard TAS 105.
5.10 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the
existing deck or existing root 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 -I, ASTM E907, FM Loss Prevention Data Sheet 1-S2 or Testing Application Standard TAS
124 shall be conducted on mock-ups of the proposed nety 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 RAS 111, except the basic wind
speed shall be determined from FBC Figure 1609.
5.13 All products in the roof assembly shall haze quality assurance audit in accordance with the FBC and F.A.C.
Rule 614320.3.
INSTALLATION: ... .
6.1 Polyglass Modified Bitumen roof systems shall be installed in ac:ardarrca with Polyglass USA, Inc. published
installation instructions;'subject to the Limitations / Conditions of Use noted herein.
6.2 System attachment requirementsfor wind load re3,starice are set forth in Appendix 1. "MDP" = Maximum
Design Presspre is the result of testing for wind load resistance based an 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 determiratio-n of.de'sign wind loads:
Exterior Research and Design, LLC
CerIfflcate of Arahoriradon 1r9503
FBC NON-HVHZ EVALUATION
Polyglaw USA, Ina
Evaluation Repon P9290.02.09-R39
F11654-R21
Revision 19: 05/30/2037
Page S of 6
f QOTFUNITY'ERD
6.3 Any of the following FBC Approved coatings maybe applied to the top roof membrane without adverse effect
on the system wind load performance. Refer to current Roofing Materials Directory for fire ratings associated
with coatingvsage.
D PG2d'O Non-Fibered Roof Coating;
D PG3d0 Fibered Roof Coating;
D PG60D Non-Fibered Aluminum Roof Coating;
D PG650 Fibered Aluminum Roof Coating;
➢ PG700 High Quality Elastomeric Roof Coating or KM Acryl 25;
D PG7dOCIS (Quick -Set) High Quality Elastomeric Roof Coating or KM Acryl 25-QS (over granule -surfaced
APP or SBS only);
D PG80,0 Asphalt Emulsion Roof Coating;
D Polyplus 60 Premium Non-Fibered Aluminum Roof Coating;
➢ Polyplus 65 Premium Fibered Aluminum Roof Coating;
D Polybrite 70 Premium Grade Elastomeric Roof Coating or KM Acryl 15;
D Polyt rite 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;
D Polylrite 95 Silicone Roof Coating.
BUILDING PERMIT REQUIREMENTS:
As required by the'Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
MANUFACTURING PLANTS:
Contactthe noted QA agency for information on product locations covered for F.A.C. Rule 61G20-3 QA requirements
QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625;;�314) 578-3406, k.chancellor@us.ul.com
- 7HE56-PAGES THAT FOLLOW FORM PART OF THIS EVALUA77ON REPORT -
Werlor Research and oeslgri, U.C.
Cerfif,cote OfAUUwraotion 49503 FBCNON•HVHZEVAWATION
Polyglaw USA. Inc
Evaluation Report P9290.02.08'R39
FL1654AZI
Revision 19: 05/30/2017
Page 6 of 6
L
L
I
"`J l_RINITY I ERD
lA
Wood
New or Reroof(Tear-Off)
A-1
Bonded Insulation, Bonded Roof Cover
5
184
Wood
New or Reroof(Tear-Of*
A-2
Mech. Attached Anchor5heet, 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
1t
Wood
New, Reraof(Tear-Ofq
or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
11
:.. 3D
,Wood -,
,-, N�sv, RerQof(Tgargff),oF Recover,..
,_. _C...
.,Mech;AttechedJnsu(anon,.Bonded.RogECoeer_.-..,...
.1213...
lE
Wood
New, Reroof (Tear -Off) or Recover
D
Prelim. Attached [mutation, Mech Attached ease Sheet, Bonded Roof Cover
14-15
1F-1
Wood
New or Reroof(Tear-Off)
E
Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover
16.18
1F-2
Wood
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover
19-21
iG
Wood
New or Reroof(Tear-Oft)
F
Non -Insulated, Bonded Roof Cover
21
2A
Steel orstructural concrete
New, Reroef(Tear-Ofl) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
22.24
2B
Steel or Structural concrete
New, Reroof (Tear -Off) o r 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
32.39
38
Structural concrete
New or Reroof(T.ear-Off)
F
Non -Insulated, Bonded Roof Cover
39
4A
LWIC
New or Reroof(Tear-Off)
A-1
Bonded Insulation, Bonded Roof Cover
40.41
48
LWIC
New or Reroof(Tear-OR)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
42
4C
LVVIC
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
43-45
SA
CWF
New or Reroof(Tear-Off)
A-1
Bonded Insulation, Bonded Roof Cover
46
SB
CWF
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
47
SC
CWF
New, Reroof(Tear-Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
48
SO
CWF -
New, Reroof (Tear -Off) or Recover
C
Mech. Attached insulation, Bonded Roof Cover
48
6C Gypsum Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover.
52
6D Gypsum Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
52
7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover
53-56
76 Various Recover F Non -Insulated, Bonded Base Sheet, Banded Roof Cover
56
The following notes apply to the systems outlined herein:
1. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be In accordance with FBC requirements to the
satisfaction of the Authority Having Jurisdiction.
Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. Insulation /base sheet fasteners shall be of sufficient length for the following deck engagement:
D Wood: Minimum 0.75-inch penetration.
➢Steel: Minimum 0.75-Inch penetration and engagethe tap flute of the steeldeck.
D Structural concrete: Minimum 1-Inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions.
3. Unless otherwise noted, Insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, gypsum -based roof board
or mineral-wooi roof board that meets the CIA
requirements of F.A.0 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, LLC, d/b/a TIInItyIERD
Evaluation Report P9290.02.06-1139 for FL3654-R21
Certificate of Amhartration 119503 FBC NON-HVH2 EVALUATION
Revision 19: 05/30/2017.
Prepared by: Robert Niemmen, PE-59166 Polyglass USA, Inc.; (570) 384-1230
Appendix 1, Page 1 of 55
t '
t
\ I B RINITi ERD
4. Minimum 200 psi, minimum 24nch 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 orgreaterconfiguration 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 mdifled and/car FBC
Approval documentation.
S. 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 manufacturers published instructions.
➢ Hot asphalt (HA): - .. - - Full coverage at 25-30 lbs/square. -
➢Dow lnsta-Stlk Roofing Adhesive(D-IS): Continuous 0.75 to 1-inch wide ribbons, 12-Inch o.c.
R-Millennium One Step Foamable Adhesive (M-OSFA):• Continuous0.25 to0.5-Inch wide dbbons,12-Inch o.c. - - •-�•'-... ..... .^•'°"'-••' °"'^'`^........
➢Millennium PG -I Pump Grade Adhesive(M-PGi): Continuous 0.25 to 0.5-inch wide ribbons, 12-Inch o.c.
➢ OMG OlyBond 500(OB500): Continuous 0.75 to 1-Inch wide ribbons,l2-Inch o.c.(PaceCart orSporShot).Note: Olygond Green maybe used where 0lyliand500 Is referenced.
➢ OlyBond Classic (OB Classic): Full coverage at 1 gaVsquare.
D ICP Adhesive & Sealants CR-20: Continuous 2.5.3.5-Inch wide ribbons, 12-Inch o.c.
➢No re: When multiple layers(s)of Insulation and/or coverboard are Installed in ribbon -applied adhesive, board)olnts 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.
6. Unless otherwse noted, all insulations are flat -stock or taper board of the minimum thickness noted. Tapered polylsocyanumte 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 forthe equivalent thicker material listed In the table:
➢ Millennium One Step Foamable Adhesive (M-OSFA): MOP -157.5 psf (Min. 0.5-inch thick)
➢Millennium PG -I Pump Grade Adhesive(M-PGI): MDP -157.5 psf (Min. 0.5-Inch thick)
➢ OMG Clyeond 500(OB500): MDP -45.0 psf (Min. 0.5-Inch thick Multi -Max FA-3)
➢ OMG OiyBond 500(OB500): MOP .187.5 psf (Min. 0.5-Inch thick ISO 95+GL)
➢ OMG OlyBond 500(OB500): MOP -315.0 psf (MIn. 0.5-Inch thick ENRGY 3)
➢ OMG Olyaond 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)
7. Bonded polylsocyanurete insulation boards shall be maxim um 4 x 4 it
B. For mechanically attached components or partially bonded Insulation, the maximumdesign 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 WD-1, FM Loss
Prevention Data Sheet 1-29, RAS 117 and RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.2 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3
enhancements.
9. Forfullybonded assemblies, The maximum design pressure forthe selected assemblyshall meetor exceed critical design pressure determined in accordancewlth FBCChapter 16, and no rational analysis is permitted.
10. 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 comparlson to the
minimum requirements for the system. Testing and analysis shall be in accordance with AN51/SPRI F%-1 orTA5105.
11. For existing substrates Ina bonded recover installation, the existing roof system shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system shall he capable of
resisting project design pressures on Its own merit to the satisfaction of the Authority Having Jurisdiction, asdocumented through field uplift testing In accordance with AN51/SPRI IA-1, ASTM E907, FM Loss
Prevention Data Sheet 1.52 orTA5124.
12. For Recover Applications using System Type D, the Insulation is optional;however, the existing roof system shall be suitable for a recover application.
13. LWIC shall be cast In accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where spedfic LWIC is referenced, refer to current LWIC Product Approval for specific deck
constructlonandllmltations. For systems where specific LWIC is notreferenced, the minimum design mix shall be 30q psi. In all cases, the minimum top -coat thickness is 2-Inches. For LWICover structural concrete,
reference Is made to FBC Section 1917.4.1, Point 1.
Exterior Research and Design, U.C. d/b/a TrinitylERO Evaluation Report P9290.02.08-R39 for F1.3654-1121
Certificate ofAmhoritation 99503 FBC NON-HVHZ EVALUATION Revision 19: 05/30/2017
Prepared by: Robert Nieminen, PE-59166 Polvglass USA, Inc.; (970) 384.1230 Appendix 1, Page 2 of 56
"\J TR,INITI( ERD
14. Unless otherwise noted, refer to the following references for banded base, ply or cap sheet applications.
.1: ;. -
?,rl sT�li4E PDtyGflSS!NQOCG,OVERS.,`�,� .
Reference
Layer
Material
Application
BP -AA
Base Ply
One or more plies Polylass 62 Base, FBC Approved ASTM D4601, Type 11
(Base and Ply sheets, Asphalt.
Ply
One or mom plies Polylass Ply IV, Polyglass Ply VI, FBC Ap proved ASFM D2178,Tpe IV or VI -
Hot Asphalt at 20-40
Ibs/square
Applied).
-Note:
Asphall-apolledsheets, orinsulaflon shall not be applied topoly-film surfawdingrabrarlos.
Base Ply
One ply Elastobase(sand/sand), ElastoflexV, Elastoflex S6, Elastoflex 56Type 11, Polglass HT Base 650
-SBS-fill•- ••-- ••- -
••-----•^•••Efastoflex
Cap Ply
Vei ElastoffexVG•FR; Elastoflex S6-iElastoflex$&Type 11,Elastoflex S6 G; ElastoflexS6 GFR; Elast0shieldTS-6,'Elastosh1dd"
15-20
�}gip A4'�-'`"'•--'-•'"`"
gal/square
7S-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
Base Ply
One ply Elastobase sand/sand), Elastoflex V, Elastoflex 56, Elastoflex S6 Type 11
SBS-CA2
Cap Ply
Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex 56 Type II, Elastaflex S6 G, Elastaflex S6 G FR, Elastoshleld TS-G, Elastoshleld
Polyplus 35 at 15.2.0
TS-GFR, Polyfresko G SOS(sand•backed, Polyfresko G SBS FR (sand-backed)cal/square
Base Plyor Ply
One or more plies Elastobase(sand/sand or poly/sand), Elastobase P(sand/sand or poly/sand), Elestoflex V, Elastoflex 56, Elastoflex
SBS-AA
S6 Type II, Pol lass HT Base 650
f lak at 20.40
(SBS,ASphalt-Applied)
Cap ply
Elastogex V, Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex 56 Type II, ElastoflexAsphalt
56 G, Elastoflex S6 G Fit, Elastoshleld TS-G,
ibs/square
Elastoshleld TSG FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
Note:
Asphalt-ap lled sheets arinsulation shall not be applied to poly -film Surfaced membranes.
Base Ply or Ply
or more plies Elastobase(San d/poly), Elastobase(poly/poly), Elastolex V, Elastoflex SG, Elastoflex S6 Type 11, Polyglass HT Base
SBS-TA
650
Torch -Applied
(SBS,Torch-Applied)
Cap Ply
Elastogex V, Eiastoffex VG, Elastoflex VG FR, Elastoftex S6, Elastaflex S6 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshleld TS-G,
Elastoshleld TS-G FR, Polyfresko G SBS oly4llm backed), PDlyfrasko G SBS FR(poly-film backed
Base Ply
One or more plies Elastogex SAV Base, Elastoflex SAV FB Base, Elastoflex SA V Plus, Elastoflex SA V Plus Fit
585-SA
Cap Ply
Elastoflex SAP Elastogex SA P FR, POlyfeflect
Self -Adhering
(SBS, Self -Adhering)
Note:
Unless otherwise noted, permissible membrane.substrates)orSBSSA tom limited to the SBS-SA Base Ply options herein,
Elastobase (poly/scan) or Elastobase (poly/poly).
APP-CA3
Cap Ply
Polyflex G FR
PG350 at 15-2.0
aVs uam
APP-TA
Base Ply or Ply
One or more plies Polyglass APP Base, Pal flex, Polyband
Torch -Applied
(APP, Torch -Applied)
Cap Ply
Polyflex, Polyflex G, Pol flex G Fit, Pol bond, Poi bond G, Polyfresko G, Po freska G FR
Cap Ply
Polyflex SA P, Pol flex SA P FR, Polyfresko G SA, Pal kool
APP-SA
(APP, Self -Adhering)
Note;
Unless otherwise noted,permlislble membrane substmtesfarAPP-SA am limited to the SBS-SA Base Ply optionsherein
Self] Adhering
Elastobase (polyInnall (poly/sendor Elastobase (ol /patyJ.
i
15. 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 PG200 Non Fibered goof Coalma;
• PG300 Moved Roof Coating; '
D P6600 Non-Fibered Aluminum goof Coating;
D PG650 Fibered Aluminum Roof Coating,
Y PG700 High Coolly Dastomeric Roof Casting or KM Acryl 25;
D PG70DQS(Qukk Set)High Quality Elastomedc Roof coating or KM Acryl 25-OS(for granule -surfaced APP orSBS onlyl;
➢ PGS00 Asphalt Emulsion Roof Coating;
➢ Polyplus 60 Premium Non-Fibered Aluminum Roof Coating:
➢ Polyplus 65 Premium Fibered Aluminum RoofCasting;
Y Polyarte 70 Premium Grade Elastomerk Roof Coating or KM Acryl 15;
Y PDlybrite 70QS(Quick Set) Premium Grade Elastomerk Roof raatlug or KM AMI 15-05(for gtamdeavrfaced APP or SBS only);
> Polyhrite 90 High Solids Silicone Roof Coating or Polybdte 95511kone Roof Coating.
Exterior Research and Design, I.I.C. d/b/a Trinity) ERD
Certificate of Authorization #9503 FDC NON-HVNZ EVALUATION
Prepared by: Robert Merriam, PE-59166 Polyglass USA, Inc; (570) 394.1230
Refer to current Roofing Materials Directory for fire ratings
Evaluation Report P5290.02.08-R39 for FL7654-R21
Revision 19: OS/30/2017
Appendix 1, Page 3 of 56
N c