HomeMy WebLinkAboutEVALUATION REPORTROW-&
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,JfsTRINITY I ERD
Polyglass USA, Inc,
150 Lyon Drive
Fernley, NV 89408
(570)384-1230
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SCANNED
BY
;t Lucie County
uC.
B®CEO stian Street
Oxford, CT06478
(203)262-9245
Evaluation Report P9290.02.08-R20
FL1654-R22
Date of Issuance:02/21/2008
Revision 20: 09/12/2017
SCOPE:
This Evaluation Report is issued under Rule 61620-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for
compliance with the 6th Edition (2017) Florida Building Code sections noted herein.
DESCRIPTION: Polyglass SBS and APP Modified Bitumen Roof Systems
LABELING: Labeling shall be In accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED CONIPUANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nleminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words 'Trinity I ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 6, plus a 58-page Appendix.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DC'A ANE1983
The rwbnue real appezz"Was eeibarlaed by Robert Nieminen,
V.Eono9/e212017. ibLL tlov mreervpazen eleeronkaAysigned
domment.
CERTIRCATiON OF INDEPENDENCE:
I. Exterior Research & Design, U.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, U.C. 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 norwill 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 Trinity l ERD nor Robert Nleminen, 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.
I TMITY1 ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Modified Bitumen Roof Systems
Compliance Statement: Polyglass SIBS and APP Modified Bitumen Roof Systems, as produced by Polyglass USA,
Inc., have demonstrated compliance with the following sections of the 6 h 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
Prove
Standard
Year
1SO4.3.1
Wind
FM 4474
2011
1504.3.1
Wind
UL1897
2012
1504.7
Impact
FM 4470
2012
1507.11.2
Physical Properties
ASTM D6162
2008
1507,11.2
Physical Properties
ASTM D6163
2008
1507.11.2
Physical Properties
ASTM D6164
2011
1507.12.2
Physical Properties
ASTM D6222
2011
1507.11.2
Physical Properties
ASTM D6509
2009
3. REFERENCES:
Entity
Examination
Reference
Date
ERD (TST6D49)
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 (TST60491
FM 4470/4474
P41630.08.13
09/06/2013
ERD (TST6049)
Physical Properties
P45940.09.13
09/04/2013
ERD (TST6049)
Physical Properties
P44370.10.13
10/04/2013
ERD (TST6049)
Physical Properties
P39520.09.14-2
09/11/2014
ERD (TST6049)
FM 4470/4474
SC6160.11.14
11/10/2014
ERD (TST6049)
Physical Properties
PLYG-P45440SC.03.15.1
03/31/2015
ERD (TST6049)
Physical Properties
SC5170,05.15
05/08/2015
ERD (TST6049)
FM 4474
SC808S.05.15
05/19/2015
ERD (TST6D49)
Physical Properties
SC5170.12.15
12/29/2015
ERD (TST6049)
FM 4470/4474
SC9455.15
04/01/2016
ERD M76049)
FM 4470/4474
PLYG-SC89D5.05.16-1
05/17/2016
ERD (TST6049)
FM 4470/4474
PLYG-SC89DS.05.16-2
05/17/2016
ERD (TST6049)
FM 4470/4474
PLYG-SC10815.07.16-R1
09/23/ZO16
ERD (TST6049)
UL 1897
PLYG-SC12025.30.16
10/12/2016
ERD (TST6049)
FM 4470/4474
PLYG-SC11475.16
11/17/2016
ERD (TST6049)
FM 4470/4474/UL1897
PLYG-SC13235.01.17
01/17/2017
ERD (TST6049)
FM 4474/UL1897/TAS 114
PLYG-SC13920.05.17
05/30/2017
ERD (TST11294)
FM 4474/UL1897[W 114
PLYG-CTL13945.05.17-1
05/30/2017
Exterior Research and Design, LLC. Evaluation Report P9290.02,08-R20
Certificate ojAufhorkoUortJ/950y eEDITION(2017)FBC NON-HVHZ EVALUATION F1.1654-1122
Polyglass Modified Bitumen Roof Systems; (S70) 384-1230 Revision 20: 09/3Z/2017
Page 2 of 6
Entity
ERD (TST11294)
ERD (TST6049)
ERD (TST6049)
FM Approvals (TST1867)
FM Approvals(TST1857)
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)
4. PRODUCT DESCRIPTION:
Examination
FM 4474/UL1897/TAS 114
FM 4474/UL1897
FM 4474/TA5114
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
TA5114
TAS 114
TAS 114
TAS 114
HVHZ Compliance
Proposal for Review
Quality Control
\T TMITY I ERD
Reference
PLYG-CTL13945.05.173
PLYG-SC13945.05.17
PLYG-SC15760.09.17
2W7A7.AM
OD3A3.AM
2DDA0.AM
2DSA9.AM
3006646
3001334
3QO1334
3000857
30Q4091
3006115
3012321
3014692
3014751
3007170
3019317
3020703
3019332
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
PUSA-188-02-03
PUSA-202-02-01
PUSA-202-02-02
Various NOAs
10.0823
Service Confirmation, R14571
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
O1/13/2004
06/30/2004
07/30/2004
02/31/2006
03/20/2006
05/23/2006
07/18/2006
09/12/2007
O611212009
04/21/2014
02/02/2017
12/04/2007
01/28/2008
02/27/2008
12/04/2008
02/08/2017
02/08/2017
02/08/2017
O5/17/2017
05/17/2017
Various
20/12/2010
Exp.10/06/2018
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.
�'* 1 '. .' . �tigS51
FYezttA " PLa�c9s36fng1FEfMENKpY`Mst
Product
'> jyt F'
Type
Specification
Reference
Grade
Type
Base Sheets
Polyglass G2 Base
ASTM D4601
N/A
It
Polyflex SA Base
ASTM D4601
NIA
II
Polyglass APP Base
ASTM D6509
N/A
N/A
Exterior Research and Design, Luc. - Evaluation Report P9290.02.08-R20
Cerdfkote of Authorization#9503 6'" EDITION(2017) FBC NON-HVHZ EVALUATION FU654-R22
POWass Modified Bitumen Roof Systems, (570) 384.1230 Revision 20:09/22/2027
Page 3 of 6
T)RJNIiY I ERD
i;tur Y ' �,f 'iABtE.L) t21 BIk�, fiD .zl�b I WNW,.
Type
Product
Specification
Reference
Grade
Type
SBS Membranes
.
Polyglass HT Base 650 _
_ ASTM.D6162
S
ill
Elastobase
ASTM D6163
S
I
ElastoflexV
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
5
1
Elastoflex SA V Plus FR
ASTM D6163
S
I
Elastobase Poly
ASTM D6164
S
1 1
Elastoflex 56
ASTM D6164
S
I
Elastoflex S6 Type II
ASTM D6164
5
II
Elastoflex VG
ASTM D6163
G
I
Elastoflex VG FR
ASTM 06163
G
I
SBS Membranes
Elastoflex 56 G
ASTM D6164
G
I'
Elastoflex 56 G FR
ASTM D6164
G
I
PolYfresko G SBS (sand or pol -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 FR
ASTM D6164
G
I
Elastoflex SA P -
ASTM D6164
G
I
Elastoflex SA P FR
ASTM D6164
G
I
Polyreflect
ASTM D6164
5
I
APP Membranes
'
Polyflex
ASTM D6222
S
i
Polyflex G
ASTM D6222
G
I
Polyflex G FR
ASTM D6222
G
I
Polyfresko G
ASTM D6222
G
I
Polyfresko G FR
ASTM D6222
G
I
Pol bond
ASTM 06222
S
I
Polybond G
ASTM 06222
G
I
Polyflex SA P
ASTM D6222
G
I
Polyflex SA P FR
ASTM D6222
G
I I
Polyfresko G SA
ASTM D6222
G
I
Polykool
ASTM D6222
5
I
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD 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 HVHZ jurisdictions.
5.3 Refer to a current Approved Roofing Materials Directory for fire ratings of this product.
5.4 For steel deck installations, foam plastic insulation shall be separated from the building interior in accordance
with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply.
5.5 The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural
members shall be .in accordance with FBC requirements to the satisfaction of the Authority Having
Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC
Approval documentation.
5.6 For recover installations, the existing roof shall be examined in accordance with FBC 1511
Exterior Research and Design, UC. Evaluation Report P9290.02.09-R20
Certificate of Authorization#9503 6t"EDITION(2017) FBC NON-HVHZ EVALUATION FL1654•RZ2
Polyglass Modified Bitumen Roof Systems, (570) 384.1230 Revision 20: 09/12/2017
Page 4 of 6
n
jTRINrry i ERD
5.7 For mechanically attached insulation or membrane or strip -bonded insulation, the maximum design pressure
for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with
FBC Chapter 16. .Zones 2 and 3 shall employ an attachment density designed by a qualified design
professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss
Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS
137. Assemblies marked with an asterisk' carry the limitations set forth in Section 2.2.10.1 of FM Loss
Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
5.8 For assemblies with all components fully bonded In place, the maximum design pressure for the selected
assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No
rational analysis Is permitted for these systems.
5.9 For mechanically attacled 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 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 roof surface shall be examined for compatibility with the adhesive to be installed. If
any surface conditions exist that bring system performance into question, field uplift testing In accordance
with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS
124 shall be conducted on mock-ups of the proposed new roof assembly.
5.11, For bonded insulation or membrane over existing substrates in a recover installation, the existing roof
system shall be capable of resisting project design pressures on Its own merit to the satisfaction of the
Authority Having Jurisdiction, as documented through field uplift testing in accordance with ASTM E907, FM
Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124.
5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with
FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard
RAS 111, except the basic wind speed shall be determined from FBC Figure 1609.3(1), 1609.3(2) or
1609.3(3).
5.13 All products in the'roof assembly shall have quality assurance in accordance with FAC Rule 61620-3.
6. INSTALLATION:
6.1 Polyglass Modified Bitumen Roof Systems shall be installed in accordance with Polyglass USA, Inc. published
installation instructions, subject to the Limitations / Conditions of Use noted herein.
6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = Maximum
Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects
the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 15D4.9 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
Certlfkafe OfAutho&otian 09503. 6Tv EDITION (2017) FBC NON-WHZ EVALUATION FL1654-R22
Polyglass Modified Bitumen Roof Systems, 1570) 384-1230 Revision 20:09/12/2017
Page 5 of 6
f
�Q TFUNIZY l ERD
6.3 Any of the following FBC Approved coatings may be applied to the top roof membrane without adverse effect
on the system wind load performance. Refer to current Roofing Materials Directory for fire ratings associated
with coating usage.
D PG200 Non-Fibered Roof Coating;
D PG300 Fibered Roof Coating;
D PG600 Non-Fibered Aluminum Roof Coating;
➢ PG650 Fibered Aluminum Roof Coating;
D PG700 High Quality Elastomeric Roof Coating or KM Acryl 25;
D PG700QS (Quick -Set) High Quality Elastomeric Roof Coating or KM Acryl 25-QS (over granule -surfaced
APP or SBS only);
D PG800 Asphalt Emulsion Roof Coating;
D Polyplus 60 Premium Non-Fibered Aluminum Roof Coating;
D Polyplus 65 Premium Fibered Aluminum Roof Coating;
D Polybrite 70 Premium Grade Elastomeric Roof Coating or KM Acryl.IS;
D Polybrite 70QS (Quick -Set) Premium Grade Elastomeric Roof Coating or KM Acryl 15-QS (over granule -
surfaced APP or SBS only);
Polybrite 90 High Solids Silicone Roof Coating;
D Polybrite 95 Silicone Roof Coating.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the Installation of
this product.
8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. Rule 61G20-3 QA
requirements
9. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625; (314) 578-3406, k.chancellor@us.ul.com
- THE 58-PAGES THAT FOLLOW FORM PART OF THIS EVALUA77ON REPORT -
Exterior Research and Design, t1C. Evaluation Report P9290.02.08it20
Certificate of Authorhadon#9503 6TM EDITION(2017)FBC NON-HVHZ EVALUATION F1.1654422
POWass Modified Bitumen Roof Systems; (5701384.1230 Revision 20: 09/12/2017
Page 6 of 6
�a
,1 TRINITY ERa
Table
Deck
Application
Type
Description
Page
1A
Wood
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
5
18-2
Wood
Nawor Remof(Tear-Off)
A-2
Mech. Attached Anchor Sheet Bonded Insulation Bonded Roof Cover
59
18-2
Wood
New, Remof(Tear-Off)or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation Bonded Roof Cover
10-11
1C
Wood
New, Reroof (Tear-Off)or Recover
B
Mech. Attached Base Insulation Bonded Top insulation Bonded Roof Cover
11
ID
Wood
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
12 13
1E
Wood
New, Reroof (rear-Off)or Recover
D
Pre0m. Attached Insulation, Mach. Attached Base Sheet, Bonded Roof Cover
14-15
1F1
Wood
New or Reroof (Tear -off)
E
Non -Insulated, Mach. Attached Base Sheet (nails), Bonded Roof Cover
16-18
LF-2
Wood
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet (screws & plates) Bonded Roof Cover
19 21
IG
Wood
New or Reroof (Tear -Off) -
F
Non -Insulated, Bonded Roof Cover
21
2A
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
22-24
2B
Steel or structural concrete
New, Reroof (Tear -Oft) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
2528
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 (rear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
32-40
3B
Structural concrete
New or Reroof(Tear-Off)
F
Non4nsulated, Bonded Roof Cover
40
4A
LWIC
New or Remof(Year-Off)
A-1
Bonded Insulation, Bonded Roof Cover
41-42
4B
LWIC
New or Reroof(Tear-Off)
A-2
Merit. Attached Anchor Sheet Bonded Insulation, Bonded Rooftover
43
4C
LWIC
New or Reroof(Tear-Off)
E
Non -Insulated, Mach. Attached Base Sheet, Bonded Roof Cover
44-46
SA
CWF
New or Reroof(Tear-Of)
A-1
Bonded Insulation, Bonded Roof Cover
47
58
CWF
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
48
5C
CWF
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
49
SD
CWF
New, Reroof (Tear -Of) or Recover
C
Mach. Attached Insulation, Bonded Roof Cover
49
SE
CWF
New, Reroof (Tear -Off) or Recover
E
Nan -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
q9
6A
Gypsum
Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
50-52
613 Gypsum Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet Bonded Insulation, Bonded Roof Cover 52
5C Gypsum Reroof (Tear-OH)or Recover C Mach. Attached Insulation, Bonded Roof Cover 53
60 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 followine notes apply to the systems outlined herein:
L 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 cocili ed 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 penetrationand engage the top flute ofthe steel deck.
D Structural concrete: Minimum I -inch embedment into pilot hole in accordance with fastener manufacturer's published installation Instructlons.
3. Unless otherwise noted, insulation may be any one layer or combination of polylsocyanurate, polystyrene, wood Oberboard, perllte, gypsum -based roof board or mineral -wool roof board that meets the CiA
requirements of FAG Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover.
Exterior Research and Design, I.I.C. d/b/a Trinity( BIRD Evaluation Report P9290.02.08-R20 for FL7654-IV2
Certificate ofAuthorizaUon #9503 6" EDITION (2017) FBC NON-HVR2 EVALUATION Revision 20:09/12/2017
Prepared by: Robert Nleminen, PE-59266 Polyglass Modified Bitumen Roof Systems; (370) 394-1230 Appendix 1, Page 1 of SR
L
"� TI NIiY I ERo
4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for rigid Insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base
sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and
structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper modified 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 21316).
6. Unless otherwise noted, insulation adhesive application rates areas follows. Ribbon or bead width is atthetime of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions.
D Hot asphalt (HA): Full coverage at 25-30lbs/square.
D Dow INSTA STIK Ciuik Set insulation Adhesive(D-15): Continuous 0.75 to 1-inch wide ribbons, 124nch o.c.
D Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-Inch ox.
D Millennium PG-1 Pump Grade Adhesive(M-PG3): Continuous 0.25 to 0.54nch wide ribbons, 12-inch o.c.
➢ OMG OlyBond 500(08500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c(PaceCart or5pot5hot).Note: OtyBond Green maybe used Where 01yBond500isreferenced.
D OlyBond Classic(OB Classic): Full coverage at l gal/square.
D ICP Adhesive & Sealants CR-20: Continuous 2.5-3.5-Inch wide ribbons,12-inch o.c.
D Now When multiple layers(s) ofmsulation and/orroverboard are installed w ribbon -applied adhesive, bo rrdjointsshall be staggered.
D Note: The maximum edge distancefrom the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing.
7. Unless otherwise noted, all insulations are flat -stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations maybe substituted with the following Maximum
Design Pressure (MDP) limitations. In no case shall these values be used to'lncreaW the MOP listings In the tables; rather If MDP listing below meets or exceeds that listed for a particular system in the tables, than
the thinner board listed below maybe used as a drop -in for the equivalent thicker material listed In the table:
D Millennium One Step Foamable AdhesivejM.OSFA): MDP -157.5 psf (Min. 0.5-inch thick)
D Millennium PG-1 Pump Grade Adhesive.(M-PG1): MDP -1575 psf (Min. 0.5-Inch thick)
D OMG OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3)
➢�OMG OlyBond 500(08500): MDP -187.5 psf IMin. 0.5-inch thick ISO 95+ GL)
D OMG OlyBond 500(013500): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3)
D OMG OlyBond 500 (08500): MDP -487.5 psf (Min. 0.5-Inch thick ACFoam 11)
D ICP Adhesives & Sealants CR-20: MDP -117.5 psf (Min. 1.0-Inch thick)
8. Bonded polylsocyanunte 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-WDI, FM Loss
Prevention Data Sheet 1-29, Roofing Application Standard RAS ill and Roofing Application Standard RAS 137. Assemblies marked with an asterisk- carry the Ilmitationsset 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 assemblyshall 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 dataforcomparison 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.
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 dowmented through field uplift testing In accordance with
ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-S2 or Testing Application Standard TAS 124.
13. For Recover Applications using System Type D, the Insulation is optional;however, the existing roof system shall be suitable for a recover application.
24. 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, refarto 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 is2-Inches.
For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1.
Exterior Research and Design, LtC. d/b/a TdnitylERO Evaluation Report P9290.02.08-R20 for FL3654-R22
Certiflcate of Authorization 89S03 61" EDITION (2017) FeC N0N-HVHZ EVALUATION Revision 20:09/12/2017
'Preparedby: RubertNieminen,PE-59166 Polyglass Modified Bitumen Roof Slistems;(570)384-1230 Appendix 1, Page 2 of58
TRINITY ERD
15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications.
.�ku44F'+f,B4::f
Reference
Material
Application
BP -AA
One or more plies Polyglass G2 Base, FBC Approved ASTM D4601, Type If
(Base and Ply sheets, Asphalt -One
or more Iles Polyglass Ply N, Polyglass Ply VI, FBC Approved ASTM D2178, Type IV or A
Hot Asphalt at 20-40
Ibs/square
Applied)
Asphaftapplfedsheets or insulation shall not be applied to poly -film surfaced membranes.
NBasePN
One ply Elastobase(sand/sand), Elastoflex V, Elastoflex 56, Elastoflex S6 Type 11, Polyglass HT Base 650
SBS-CA1
Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type 11, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield
PG350 at 1.5-2.0
gal/square
TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
One I Elastobase(sand/sand, Elastoflex V, Elastoflex 56, Elastoflex S6T H
Polyplus 35 at 1.5-2.0
SBS-CA2
CapPly
Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex 56 Type II, Elastoflex S6 G, Elastoflex 56 G FR, Elastmbleld TS-G, Elastoshleld
gallsquare
TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR sand -backed)
-
Base Pryor Ply
One or more plies Elastobase (sand/sand or poly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V, Elastoflex SG, Elastoflex
SBS-AA135,A
56 Type II, Polyglass HT Base 650
Hot Asphalt aY20-40
(585, Asphalt -Applied)
Cap Ply
Elastoflex V, Elastoflex VG, Elastoflex VG FR, ElastoS6, Elastoflex56 Type 11, Elastoflex 56 G, Elastoflex 56 G FR, Elastoshield TS-G,
flex
Ibs/square
Elastoshield TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
Note:
Asphaft-applied sheets orlasulation shall not be applied to poly -Aim surfaced in ern hranes.
or more plies Elastobase(sand/poly), Elastobase(poly/poly), Elastoflex V, ElastoHexS6, Elastoflex 56 Type 11, Polyglass HT Base
SBS-TA
Base Ply a Ply
650
(SBS, Torch -Applied)
Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex S6 Type 11, Elastoflex S6 G, Elastoflex 56 G FR, Elmtoshield TS-G,
Torch -Applied
Cap Ply
Elastoshield TS-G FR, Polyfresko G SBS (poly -film backed), Poyfresko G SBS FR(poly-film backed)
Base Ply
One or more plies Elastoflex $A V Base, Elastoflex SA V FR Base, Elastoflex SA V Plus, ElastoflexSA V Plus FR
SBS-SA
CapPly
Elastoflex SA P, Elastoflex SA P FR. Polyreflect
Self -Adhering
(SBS, Self -Adhering)
Unless otherwise noted, permissible membrane substrates for SBS-SA are limited to the SRS-SA Base Ply options herein,
Note.
Elastobase( /son or Elastobase(poly/poly.
PG350 at 1.5-2.0
APP-CAS
Cap Ply
PolyflexG FR
gays ware
APP-TA
Base Pryor Ply
One or more plies Polyglass APP Base, Polyflex, Polybond
Torch -Applied
(APP, Torch -Applied)
Cap Ply
Polyll Pol ex G, Pol ex G FR, Polybond, Polybond G, Polyfresko G, Polyfresko G FR
CPI
ap
Poex,
lyBex SAP, PolyflexSA P FR, Polyfresko G SA, Polykool
APP SA
Unless otherwise noted,permissible membmnesubstrotesforAPP-SA are Bmfted to the 585-5A Base Ply options herein,
Self -Adhering
(APP, Self -Adhering)
Note;
Elastobase po /sand) or flostobase(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 PG200 Non Fibered Roof 0oating:
D PG300 Flbered Hoof Coating;
D PG600 Non-FibemdAluminum Roof Coating;
D PG650 Flbered Aluminum Roof Coating;
D PG700 High Quality Elastomeric Roof Coaling or KM Acryl 25;
D PG70DQS(Quick Set) High Quality Elastomedc Roof Coating or KM Aayl 25-QS(for granulesudaced APP or SBS only);
D PG800 Asphalt Emulsion Roof Coating;
D Polyplus 60 Premium Non,Hbered Aluminum Roof Coating;
D Polyplus 6S Premium Flbered Aluminum RoofCoating;
D Poly6dte 70 Premium Grade Elastomedc Roof Coating or KM A"15;
D Pohbrfte 70QS(Quick Set) Premium Grade Elastomeric Roof Courting or KM Acryt 35-Qs(for granule -surfaced APP or SBS only):
D Polybrim 90 High Solids Silicone Roof Coating or Polylate 9551ikene Roof Coating.
Exterior Research and Design, U.C. d/b/a TrinitylEgo
-Certifi are of Auth"Lu lion d9503 btu EDITION (2017) FBC NON-HVHZ EVALUATION
Prepared by: Robert Nleminen, PE-59166 Polyglass Modified Bitumen Rod1histems;(570)394-1730
Refer to current Roofing Materials Directory for foe ratings
Evaluation Report P9290.02.08-R20 for FL1654-RZZ
Revision 20:09/12/2017
Appendbr 1, Page 3 of 58
TRINITY ERD
17. Dens Deck shall be field -primed with PG100 prior to self -adhering membrane application. Refer to tables herein for other priming requirements.
28. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure (MDP) limitations. The lesser ofthe MOP listings below vs. those In Table 3A
applies:
Option#
Primer
Vapor Barrier
Insulation Adhesive
MOP(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.
PG700
Polyglass APP Base
Torch -applied
Inta-Stik or CR-20, 12-inch o.c.
-75.0
VB-3.
PGI00
Elastoflex SAP
Self -Adhering
InstaStik, 12-inch o.c.
-75.0
V8-4.
PGS00
Elastoflex SAP
Self -Adhering
Millennium One Step Foamable Adhesive,12-Inch o.c.
-257.5
v0-5.
PG100
Elastoflex SAP
Self -Adhering
CR-20,12-inch o.c.
-270.0
VB-6.
PGS00
Elastoflex SA V Base, Elastoflex SA V FR ease,
Elastoflex SA V Plus, Elastoflex SA V Plus FR
Self -Adhering
Millennium One Step Foamable Adhesive, Millennium PG-1 Pump
Adhesive, Olyeond S00 or CR-20, 12-inch o.c
Grade
290 0
19. -MOP"= Maximum Design Pressure is the resultoftestingforvAnd load resistance based unallowable wind loads. Referto FBC 1609 for determination of design windiaads.
Exterior Research and Design, U.C. d/b/a Trirdtyl ERD Evaluation Repo P9290.02.08-R20 for FL1654-R22
Certlfxate of Authorization H9503 C" EDOION (21117) F9C NON-HVH2 EVALUATION Revision 20: 09/12/2017
Prepared by: Robert Nieminen, PE-59166 Potyglass Modified Bitumen Roof Systemr,(570)384-123D Appendix 1, Page 4 ofSB
=a
Q•.P TRINITY iERD
E
System
Deck 1)
Base Sheet
goof Cover (Note 15)
MOP
No.
(Note
Type
Fasten
Attach
Base Ply
Cap
(Psf)
u
Ilk
I
Min. 19132-
Elastobase, Elastobase P
Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast 414
22-Incho.c in apand 12-Inch x,intwo
SBS-SA, APP-SA, SOS -
4
W-136
Inch plywood
(poly -film top)
or TrUfaSt 3" Metal Insulation Plate with Trufast HD
(2), equally spaced, staggered center rows
SBS-SA
TA, APP-TA
.52.5.
Min. 19/32-
Elastobase, Elastobase P
Dekfast Hex(aka, Dekfast PLT-H-2-7/8) with Dekfast 014
124nch D.C. In 44nch lap and 12-inch o.c In two
W-137
Inch plywood
(poly -film top)
orTrufast Y Metal Insulation Plate with Trufast HD
(2). equally spaced, stallipsned center rows
PoWex SA Base
APP-TA
[1APP-TA
-52.5-
Min. 19/32-
Elashcbase, Elastobase P
224nch = In 44nch lap and 12 4nch o.� In two
SOS -SA, APP-SA, SBS_
W-138
Inch plywood I
(poly -film top)
OMG Flat Bottom Plates (square) with Roolgro #12
(2). equaff"paced, staggered center nows
SaS_SA
TA, APP-TA
-0.0.
W-139
Min. 19/32-
I
Elastobase, Elastobase P
OM6 Flat Isauorn Places (square) with Roohpip 012
124nch o.c. in 44nch lap and 124nch o.c In two
Polyff" SA Base
_60.0a
inch plywood
(poly -film top)
(2), equall"paced, staggered center rows
W
... . ... _
K
...
System
Roof Cover (Note 15)
Deck (Note 1)
Primer
MOP (psi)
JoIntTreatment
Base Ply
ply
cap Ply
No.
title. 15/32-
(Optional) SB5-SA. SBS-
SBS-SA, APP-SA, SBS-
W-140
Inch plywood
None
None
SRS-SA
TA, APP-TA
TAAPP-TA
-90.0
Min. 15/32-
W-141
(Optional) PGIGO
None
Polyflex SA Base
(Optional) APP-TA
APP-TA
-90.0
inch plywood
Min. 15/32-
(Optional) SBS-S& SOS-
sBSA, APP-SA, SOS-
W-142
Inch plywood
PG100
None
SBS•SA
TA, APP-TA
TA, APP-TA
-97.5
W-143
Min, 15/32-
(Optional) PGIOO
Plywood joints are covered with 4-Inch wide strips of Elastollex SAV Plus, rolled into
Elastoflex SA V Base or
(Optional) SBS-SA, SOS-
SBS-SA, APP-SA, SOS-
-97.5
inch plywood
place to mate continuous bond.
Elastoflex SA V FR Base
TA, APP-TA
TA, APP-TA
Min. 15/32-
SBS-SA, APP-SA, SBS,
W-144
Inch plywood
WO-3000
None
SBS-SA
(Optional)
TAjAPP-TA
_105.0
Min. 15/32-
Pywoodloints arectweredwith 4-inch v4deStrips afElast0fl"SA V Plus, rolledintc,
Elastoflex SAV Plus or
(Optional) SaS-SA, SOS-
SBS-SA,APPSASaS-
W-245
Inch plywood
(Optional) PG1O0
I
PE to create continuous bond.
I Elastaflex SAV Plus FR
TA, APP-TA
TA,1APP-TA
-13S-O
Min. I5/32-
Plywoodloints are covered with 4-Inch wide strips of Elastoflex SAV Plus, rolled into
W-146
(Optional) PGIOO
I
I
PoIv11ex5A Base
(Optional) APP-TA
APP4A
-135.0
Inch plywood
place locreate continuous bond.
Extorter Research and Design, LLC. d/b/a TrInIIyj ERD
Certificate of AuthorizatWn 119503
Prepared by. Robert Nieminen, PE-59166
Gr' EDITION (2017) FBC NON-HVHZ EVALUATION
Polifidass Modified Bitumen Roof Systems; (570) 384-1410
Evaluation Report 1)9290.102.08-1120 for FL1634-R22
Revision 20:09/12/2017
Appendb(l, Page 21 of58
�F
qP cFf`
� F
A���. 2 °
9h P7f
ENGINEER EVALUATE TEST
MEMO I etc.
Certificate ofAuthorizotion #32455
353 Christian Street, Unit #13
Oxford, CT 06478
(203) 262-9245
CERTIFY
Sentry Building Innovations Evaluation Report 13925:02.17-1-R2
1209 Orange Street, Wilmington, SCANNED FL22895-RZ
New Castle, DE 19801 Date of Issuance: 02/26/2017
(843) 735-1773 BY Revision 2:12/11/2018
SCOPE: St. Lucie County
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 and Florida Building Code, Residential Volume. The products
described herein have been evaluated for compliance with the 61h Edition (2017) Florida Building Code sections noted
herein.
DESCRIPTION: Roofnado'' Synthetic Roofing Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the
product(s), the Quality Assurance or the production facility location(s). NEMO I etc. 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 "NEMOIetc. Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 5.
Prepared by:
Jfi
Robert J.M. Nieminen, P.E. ao��... ;,* 1 The lnen, leseal
12/11/appearing was
hisdoesnots Robert
serve
','•„''eg'' E`' Nieminen,P.E. on 12/Sl/2018. This does not serve as an
Florida Registration No. 59166, Florida OCA ANE1983 yiH�„� "`' electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMOletc. 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. NEMOIetc. Is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3., Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being Issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither NEMO I etc. 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.
ROOFING COMPONENT EVALUATION:
4.
4.1
4.2
ONEmoletc.
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: RoofnadoTM Synthetic Roofing Underlayments, as produced bySentry Building Innovations,
have demonstrated compliance with the following sections of the 6t6 Edition (2017) Florida Building Code through
testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation
Requirements and Limitations / Conditions of Use set forth herein.
1504.3.1
1507.1.1, R905.1.1 Exception
1507.1.1, R905.1.1 Exception
1507.1.1, T1507.1.1, 1507.2.9.
1507.3.3
TAS 110
ERD (TST6049) rry
ERD(TST6049)
ERD (TST6049)
ICC-ES(EVL2396)
NEMO (TST6049)
NEMO (TST6049)
NEMO (TST6049)
QAI(TST9808)
QAI(TST9808)
QAI(TST9808)
QAl(TST9808)
CIA[(TST9808)
QAI (TST9808)
CIA[ (QUA7628)
QAI(QUA7628)
Properties
�.—Wind Uplift -----
Unrolling, Breaking Strength, Pliability
Tear Strength
2 Physical Properties
Physical Properties
Accelerated Weathering
ASTM D226
ASTM D226
ASTM D4533
IBC/IRC compliance
UL 1897
AC152
FRSA/TRI April 2012
ASTM E108
ASTM E108
Physical Properties, AC188
Physical Properties, AC188
ASTM D1970
ASTM D1970 (adhesion)
Traceability/Inspections
Traceability/Inspections
LIC 1897Y---- --T —"2012 _—
ASTM D226 2009
ASTM D4533 2015
ASTM D1970 2015
FRSA/TRI April 2012 (04-12) 2012
ASTM D4798 2011
ACT-SC14110.05.17,2
ACT-SC14110.05.17-3
ACT-SC16550.17
ESR-4055
4L-ACT-18-002.07.18-2
4S-ACT-18-001.10.18-1 B
4 S-ACT-18-001.11.18-2 B
RJ3502-1
RJ3502-2
RJ3502P-1
RJ3502P-2
RJ5365P-3
RJ5365P-4
Service Confirmation, India
Service Confirmation, UAE
05/24/2017
05/24/2017
10/19/2017
03/01/2017
07/05/2018
10/08/2018
11/12/2018
09/29/2014
09/29/2014
11/05/2014
11/05/2014
04/26/2017
06/29/2017
02/09/2017
02/09/2017
PRODUCT
Name
°, .Description
specification
Manufacturing
Location(s)
Roofnadol"
Synthetic polymer -based scrim -reinforced underlayment,
FBC 1507.1.1 &
Dadra, India
AnchorDeckTM
consisting of woven polyolefin base with a layer of nonwoven
R905.1.1
polyolefin sheet and a polymer coating on the back side,
(Exception)
available in rolls 48-inch x 250-ft with a nominal unit weight
of 2.25 Ibs/square.
Roofnado'"
Synthetic polymer -based scrim -reinforced underlayment,
FBC 1507.1.1 &
Dadra, India
StormTreadm
consisting of woven polyolefin base with a layer of nonwoven
R905.1.1
polyolefin sheet and a polymer coating on the back side,
(Exception)
available in rolls 48-inch x 250-ft with a nominal unit weight
of 3.80lbs/square.
NEMO ETC, LLC Evaluation Report 13925.02.17-1-RZ
Ced[J70;te of Authorization#32055 6m EDITION (2017) FBC NON-HVHZ EVALUATION FL21895-R2
Roofnado— Synthetic Roofing Underlayments Revision 2: 12/11/2018
Page 2 of 5
4.3
4.4
NNEMOIetc.
Name
_ Description
Specification ^
Manufacturing.
RoofnadoTM
Synthetic polymer -based scrim -reinforced underlayment,
FBC 1507.1.1 &
Dadra, India
ShingleLockTM
consisting of woven polyolefin base with a layer of nonwoven
R905.1.1
polyolefin sheet and a polymer coating on the backside,
(Exception)
available in rolls 48-inch x 250-ft with a nominal unit weight
of 3.80lbs/square.
RoofnadoTM
Self -adhering underlayment consisting of a synthetic top-
ASTM D1970 &
United Arab
LapLock' PSU
facer, polymer modified bitumen and a release liner,
FRSA/TRI April
Emirates
available in rolls 36-inch x 67-ft with a nominal 60-mil
2012
thickness.
5.1 This is a building code evaluation. Neither NEMO ETC, LLC 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 HVHZ jurisdictions.
5.3 Fire classification does not form part of this evaluation; refer to QAI Laboratories (www.gai.org) current Building
Products Listing Directory for fire listings of this product.
Note: ASTM E108 reports furnished by the applicant indicate RoofnadoTM Synthetic Roofing Underlayments may be
used as a component of a classified roof assembly with a roof covering of Class A, B or C glass fiber mat asphalt -
shingles complying with the 6`" Edition (2017) Florida Building Code or in Class A roof assemblies with the roof
coverings specified in the exceptions to FBC Section 1505.2, when installed report over minimum 3/8-inch thick AC
Exterior Grade plywood deck.
5.4 RoofnadoTM Synthetic Roofing Underlayments may be used with any prepared roof cover where the product is
specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having
Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable roof covers:
TABLE I:
ROOF COVER OPTIONS
ASPHALT.&
..
-
- -
WOOD
SYNTHETIC
FOAM -ON
.SHAKES &
'
^ UNDERLAYMENT
•• SHINGLES
NAIL -ON TILE
_, TILE.
!METAL
SHINGLES
SLATE..
AnchorDeckT"
Yes
No
No
Yes
Yes
Yes
(residential only)
(primed cedar)
StormTreadT"
Yes
No
No
Yes
Yes
Yes
(primed cedar)
ShingleLockT"
Yes
No
No
Yes
Yes
Yes
(primed cedar)
Lapl.ock'" PSU
Yes
Yes
Yes
Yes
Yes
Yes
(See 5.5.1)
5.5.1 "Foam -On Tile" is limited to use of following Approved tile adhesives / underlayment combinations.
1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance
NEMO ETC, LLC Evaluation Report 1392S.02.17.1-R2
t'eruficate of Authorization#32055 0 EDITION (2017) FBC NON-HVHZ EVALUATION FL21895-R2
Roofnado'" Synthetic Roofing Underlayments Revision 2:12/11/2018
Page 3 of 5
ONEMOletc.
5.6 Allowable Substrates; Roofnado'" Lapl ockTM PSU:
5.6.1 Direct -Bond to Deck:
➢ New or existing untreated plywood; primed or primed with ASTM D41 primer.
➢ New or existing. untreated OS&,primed or primed. with. ASTM .D41.primer.
5.6.2 Bond to Mechanically Attached Base Sheet:
➢ ASTM D226, II felt.
5.6.3 Wind Resistance for Underlavment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not
address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment
forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not
addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications. 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 FRSA/TRI April
2012 (04-12), Appendix A, Table 1A or FBC 1609 for determination of design wind loads.
#1 Maximum Design Pressure =-97 5 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: (Optional) ASTM D41
Underlayment: RoofnadoTM LapLockTM PSU, self -adhered and back -nailed max.12" o.c.
5.7 Exposure Limitations:
Roofnado'" AnchorDeckTM, StormTreadm or ShingleLockT" shall not be left exposed for longer than 30-days.
RoofnadoTM Lapl.ockTM PSU'shall not be left exposed for longer than 90-days.
5.8 Tile Slippage Limitations loer FRSA/TRI April 2012 (04-12)1:
When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as
follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles.
6.1 Roofnado`" Synthetic Roofing Underlayments shall be installed in accordance with Sentry Building Innovations
published installation instructions subject to the Limitations set forth in Section 5 herein and the guidelines noted
below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to
remove any dust and debris prior to application, and prime the substrate (if applicable).
6.3 Roofnado'" AnchorDeck^,',.StoimTread'" or ShingleLock'":
6.3.1 Shall be Installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table
1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed, considering the wider sheet -width.
NEMO ETC, LLC Evaluation Report 13925.02.17-1-R2
CertiArate ofAathorfzatlon #32455 a EDITION (20171 FBC NON-HVHZ EVALUATION FL21895-R2
Rcofnado— Synthetic Roofing Underlayments Revision 2: 12/11/2018
Page 4 of 5
ONEMOletc.
6.3.2 Fasteners:
✓ If primary roof cover is installed within 24-hours, fasteners may be corrosion resistant 3/8-inch head x 1-inch
long roofing nails
✓ If primary roof cover is installed after 24-hours, fasteners shall be plastic cap nails or metal cap nails with
minimum 1-inch diameter head.
x Do not use staples.
Ensure fasteners are installed at 90 degree angle to the deck with flush contact between the cap and the upper
surface of the underlayment. Fasteners shall be of sufficient length to penetrate through the underside of plywood
or OSB decks, or minimum''% -inch embedment into dimensional lumber /tongue -and -grove wood decks.
6.3.2.1 Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 requires use of metal cap nails where
the ultimate design wind speed, V„h, equals or exceeds 150 mph.
6.3.3 When required by the local building code or Authority Having Jurisdiction, install a leak barrier of ASTM D1970 or
equal holding Florida Statewide Product Approval or Local Approval at vulnerable leak areas, including but not
limited to eaves, valleys, rakes, skylights and dormers.
6.3.4 Single Laver, Slopes of 4:12 and more:
End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 3-inches. Ensure all
vertical end -laps are staggered at least 3-feet apart.
Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1, considering the wider sheet -
width. When batten systems are to be installed atop the underlayment, the underlayment need only be
preliminarily attached pending attachment of the battens.
6.3.5 Double Laver. Slopes between 2:12 and 4:12:
Double layer application; begin by fastening a 25.5-inch wide strip along the eaves. Place a full -width sheet over
the starter, completely overlapping the starter course. Continue as noted in 6.3.4, but maintaining minimum 25.5-
inch side (horizontal) laps, resulting in a double -layer application and 6-inch wide end (vertical) laps. Ensure all
vertical end -laps are staggered at least 6-feet apart.
6.3.6 Contact Sentry Building Innovations [(843) 735-1773] for exposure to high wind velocity areas.
6.4 Roof uidoTM l.apLockTM'PSU:-
6.4.1 Non -Tile Installations:
Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed, and Sentry Building Innovations published
requirements.
6.4.2 Tile Applications:
Shall be installed in compliance with the requirements for Self -Adhered Membrane underlayment set forth in
FRSA/TRI April 2012 (04-12), and Sentry Building Innovations published requirements. -
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer
to Table 2 herein, and Sentry Building Innovations published requirements for tile staging.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
QAI Laboratories —QI)A7628; (604) 527-8378, mlansdowne(mclai.org
- END OF EVALUATION REPORT -
NEMO ETC, LLC Evaluation Report 13925.02.17-1-R2
Certifmte vfAuthodzatlon#32455 6TM EDITION (2017) FBC NON-HVHZ EVALUATION FL21895-R2
Roafnado- Synthetic Roofing Underlayments Revision 2: 12/11/2018
Page 5 of 5