HomeMy WebLinkAboutEVALUATION REPORTP0 4- 0 (&75
4kenkea
P®y� tt. 081p1B
St c�n9 AD % ePart
Ca�nfY ®nf NEMO I etc.
Certificate of Authorization #32455
SCANNED 353 Christian Street, Unit #13
BY Oxford, CT 06478
St. Lucie County (203) 262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
EVALUATION•
Polyglass USA, Inc. Evaluation Report P9290.02.08-R21
150 Lyon Drive L16 '4-R23
Fernley, NV 89408 Date of Issuance:02 11/2008
(954)233-1330 FILE CO PV Revision 21: 20108/2018
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 6th Edition (2017) Florida Building Code sections noted herein.
DESCRIPTION:(POIVgla c CRS and AP Mndffiad RiRDman RnnfaSystems
LABELING: Labeling shall be in accordance with the requirements of 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 "NEMO Ietc. 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 4, plus a 55-page Appendix.
Prepared by:
-0
Robert J.M. Nieminen, P.E.
• o� ...— l•rAY
' t•�,'^..{agt��'o,,.- The facsimile sea] appearing was authorized byRdbert
Florida Registration No. 59166, Florida DCA ANE1983
Nleminen,P.E. on 10/0e/2018. This does not serve asap
electronically signed docu ment:
CERTIFICATION OF INDEPENDENCE:
1. NEMO ETC, LLC 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. NEMO ETC, LLC 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 ETC, LLC 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 forpermitting or design guidance unless retained
.specifically for that purpose.
REVIEWED FOR
CODE' COMPLIANCE
ST. LUCIE COUNTY
EOCC
01NEMOletc.
ROOFING SYSTEMS EVALUATION:
Product Category:- Roofing �-
Sub-Category: Modified Bitumen Roof Systems
Compliance Statement: Polyglass SBS and APP Modified Bitumen Roof Systems, as produced by Polyglass USA,
Inc., have demonstrated compliance with the following sections of the 61h 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.
Section
Property
Standard,
Year
1504.3.1
Wind
FM 4474
2011
1504.3.1
Wind
UL 1897
2012
1504.7
Impact
FM 4470
2012
1507.11.2
Physicals
-
ASTM D6162
200E
1507.11.2
Physicals
ASTM D6163
2008
1507.11.2
Physicals
ASTM D6164
2011
1507.11.2
Physicals
ASTM D6222
-
2011
1507.11.2
Physicals
ASTM D6509
2009
Entity
Exam
Reference
Date.
Entity
.Exam
Reference
- Date_
ERD(TSr6049)
Physicals
710490.10.08-2
10/30/2008
' FM (TST1867)
FM 4470
2DOAQAM
12/23/1998
ERD(TST6049)
FM 4470/4474
P13760.09.09
09/10/2009
Fly (TST1867)
FM 4470
2DSA9.AM
06/22/1999
ERD(TST6049)
FM 4470/4474
P13770.09.09
09/10/2009
FM (TST1867)
FM 4470
3006646
-01/04/2000
ERD(TST6049)
FM 4470/4474
P30540.11.09-RI
11/30/2009
FM (TST1867)
FM 4470
3001334
'01/25/2000
ERD ITST6049)
FM 4470/4474
P30550.12.09
12/02/2009
FM (TST18671
FM 4470
30013M
02/15/2MO
ERD (TST6049)
Physicals
P33960.12.10
12/30/2010
FM (TST1857)
FM 4470
3000S57
01/12/2000
ERD (TST6049)
FM 4470/4474
P33970.03.11
03/15/2011
FM (TST3867)
FM 4470
30MG91
01/12/2000
ERD (TST6049)
Physicals
P37590.D3.13-3A
03/06/2013
- FM OST1867)
FM 4470
3006115
05/02/2001
ERD (TST6049)
FM 4470/4474
P3968D.03.13
03/G4/2013
FM.MT3867)
FM 4470
30IB21
071291200E
ERD (TST6049)
Physicals
P37590.03.134-R1
06/26/2013
FM (TST1867)
FM 4470
3U14692
08/05/2003
ERD(TST6049)
Physicals
P37590.03.13.2-R1
07/01/2013
'FM(TST38671
FM A470
3014751
08/2712003
ERD(TST6049)
Physicals
P37590.07.13-2
07/01/2033
FM (TST1867)
FM 4470
3007170
01/13/2004
ERD(TST6049)
Physicals
P3759D.03.13-S-RI
07/01/2013
FM (TST1867)
FM 4470
3019317
06130/20M
ERD (TST6049)
Physicals
P3759D07.13-1
07/02/2023
FM (TST1867)
FM 4470
3020703
07/30/2004
ERD (TST6049)
FM 4470/4474
P41630.08.13
08/06/2013
FM (TST1867)
FM 4470/4474
30IM32
01/31/2006
ERD (TST6049)
Physicals
P45940.09.13
09/04/2013
FM (TST18671
FM 4470/4474
30MW
03/20/2006
ERO(TST6049)
'Physicals
P44370,10.13
10/04/2013
FM (TST1867)
FM 4470/4474
3024594
05/23/2006
ERD(TST6049)
Physicals
P39520.09.14.2
09/11/2014
FM (TST1867)
FM 4470/4474
3023458
07/18/2006
ERD (TST6049)
FM 4470/4474
SC6160.11.14
11/10/2014
FM (TST1867)
FM 4470/4474
3030668
09/12/2007
ERD(TST6049)
Physicals
P454405C.03.15-1
03/31/2015
FM(=867)
FM 4470/4474
3032172
'06112/2009
ERD (TST6049)
Physicals
SC517005.15
05/08/2015
FM (TST1867)
FM 4470/4474
3049631
04/21/2014
ERD (TST6049)
FM 4474
SC8085.05.15
05/19/2015
FM (TST1867)
FM 4470/4474
3057029
02/02/2017
ERD(TST6049)
Physicals
SC5170.12.15
12/29/2015
MEMO (TST6049)
Criticality,
4 PLYG-18401.06.18,
06/23/2018
ERD(15T6049)
FM 4470/4474
SC9455.15
04/01/2016
MEMO ITSTE049)
FM 4474
4-PLYG-ts-00.09.18
08/21/2018
ERD(TST6049)
FM 4470/4474
PLYG.SM905.05.16-1
05/17/20IG
MEMO(TST6049)
FM 4474
PLYG-C1.0.04.0101
09/21/2018
ERD(TST6049)
FM 4470/4474
PLY6.53905.05.16-2
05/17/2016.
'MEMO RSTG049)
Criticality
4SPLYG-18-001.10.18
10/03/2018
ERD (TST6049)
FM 4470/4474
PLYG-SC10915.07.16-R1
09/23/2036
PRI (TSTS878)
Physicals
PUSH-062-02.01
12/04/2007
ERD(TST6049)
UL1997
PLYG-5C32025.10.16
10/12/2016
PRI(TST58781
Physicals
PUSA-061.02-02
01/28/2008
ERD(TST6049)
FM4470/4474
PLYG-SC11475.16
11/17/2016
PRI(TST5878)
Physicals
PUSA-06402-02
102/27/2008
ERD(TST6049)
FM 4470/4474
PLYG-SC13235.01.17
01/17/2017
PRI(TST5878)
Physicals
PUSA-062-02-02
12/04/200B
ERD(TST6049)
.FM 4470/4474
PLYG-SC13920.05.17
05/30/2017
Pal(TST5878)
TAS 114
PUSA-188-02-01
02/08/2017
ERD (TST112941
FM 447014474
PLYG.CRl3945.a5.17-1
05/30/2017
PRI (TST5878)
'TAS 114
PUSA-188-02.02
02/ae/2017
ERD (TST11294)
FM 4470/4474
PLYG-CR13945.05.17-3
05/30/2017
PRI (TST5878)
TM 114
PUSA-188-02-03
02/08/2017
ERD IT516049)-
FM 4470/4474
PLYG-SC13945.05.17
05/30/2017
PRI (TST5878)
TAS 114
PUSA-202-02-01
05/17/2017
ERD (TST6049)
FM 4470/4474
PLYG.SC15760.09.17
09/11/2017
PRI (TSTS878)
TAS 114
PUSA-20242-02
D5117/2017
FM TST1867)
FM 4470
2W7A7.AM
08/04/1994
M-0(CER3592)
HVH2
Various NOAs
Various
FM UST1867)
FM 4470
003A3,AM
04/M/1997
M-D (CER3592)
Prop. for Rev.
10-0823
10/12/2010
UL(QUA9625)
Quality Control
Service Conflm,
09/13/2018
NEMO ETC, LLC Evaluation Report P9290.02.08-1121
Certificate ofAuthorizatron N32455 6- EDITION (20171 FBC NON-HVHZ EVALUATION FL1654-R23
Palyglass Modified Bitumen. Roof Systems; (954) 233.1330 Revision 21: 10/08/2a18
Page 2 of 4
OONEMOJetc.
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.
TABLEROLL-GOODS
Type
FOR POLYGLASS MODIFIED BITurVIEN
Product
ROOF SYSTEMS
S ecification
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
SBS Membranes
Polyglass HT Base 650
ASTM D6162
-5
III
Elastobase _
ASTM D6163
5
I,
Elastoflex V
ASTM D6163
5
E
Elastoflex SA V Base
ASTM D6163, Table 2
S
I:
Elasteflex_SA V FR Base
ASTM D6163, Table 2
S
I
Vlasiofiex*%ALV Plus
_ ASTM D6163
5
1'.
Elastoflex SA V Plus FR
ASTM D6163
S
I
Elastobase Poly
ASTM D6164
5
f
Elastoflex 56
ASTM D6164
5
I'
Elastoflex S6 Type II
ASTM D6164
5
II
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
Pol fresko G SBS (sand or poly -film back)
ASTM D6164
G
1
Pol fresko G SBS FR sand or poly -film back)
ASTM D6164
G
i'
Elastoshleld TS G - -
ASTM D6164
G
I
Elastoshield TS G FR
ASTM D6164
G
Elastoflex SA P
- ASTM D6164
G
Elastoflex SA P FR
ASTM D6164
G
1'
Polyreflect
ASTM D61641
5
I
-
APP Membranes
Polyflex
ASTM D6222
5
I
P:olyflexrG�'
ASTM D62221
G
I
PolyfIexG FR
ASTM D6222�.
G
I.
Pol fresko G
ASTM D6222
G
I
Pol fresko G FR
ASTM D62221
G-
I -
Polybond _
ASTM D6222i
S
f
Pol bond G
ASTM D62221
G
I
Polyflex SA P - -
ASTM D6222
G
f
Pol Flex SA P FR
ASTM D6222
G
f
Polyfresko G SA
ASTM D6222
G
I
Polykool
ASTM D6222
S
f
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 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.
NEMO ETC, LLC Evaluation Report P9290.02.08-R21
CertlJlcote ofAvthorhotlon u32455 6TMEDITION(20171 FBC NON-HVHZ EVALUATION FL1654-1123
Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Revision 21: 10/08/2018
Page 3 of 4
ONEMOletc.
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 FBC1511.
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 wltl�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 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 (January2016) for Zone.2/3
enhancements.
5.8 For assemblies with all components fully bonded in place, the maximum design pressure for the selected assembly
shall meet or exceed critical design pressure determined In accordance with FBC Chapter 16. No rational analysis Is
permitted for these systems.
5.9 For mechanically attached insulation or membrane over existing roof decks, fasteners shall be tested in the existing
deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum
requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application
Standard TAS 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 61G20-3.
6.1 Polyglass Modified Bitumen Roof Systems shall be Installed in accordance with Polyglass USA, Inc. published
installation instructions, subject to the Limitations / Conditions of Use noted herein.
6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = Maximum Design
Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate
passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC
1609 for determination of design wind loads.
As required by the Building Official or Authority Having Jurisdiction in order to
this product.
Contact the noted CIA agency for information on product locations covered for F.A.C. Rule 61G20-3 QA requirements
UL LLC— QUA9625; (314) 578-3406, k.chancellor@us.ul-.com
- THE 65-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
NEMO ETC, LLC Evaluation Report P9290.02.08-R21
Certlilmte of Authorization#32455 6TM EDITION (2017)FBC NON-HVHZ EVALUATION FL3654-R23
Polyglass Modified Bitumen Roof Systems; (954)7.33.1330 Revision 21: 10/08/2018
Page 4 of 4
NNEMO etc.
APPENCHK 1:
TABLE
ATTACHMENPREQLIAEMENTSFORWIND
DECK
UPLIFT RESISTANCE
APPLICATION
TYPE
DESCRIPTION
PAGE
1A
Wood
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
5
1B
Wood
New or Reroof (Tear -Off)
A-2 -
Mech. Attached Anchor Sheet, Bonded Insulation, Banded Roof Cover
- 5-9
1C
Wood
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
10-11
1D
Wood
New, Reroof(Tear-Off)or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
12
lE
Wood
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
12-14
1F
Wood
New, Reroof (Tear -Off) or Recover
D
Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
15-17
1G
Wood
New or Reroof (Tear -Off)
E
Nan -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover
18-21
1H
Wood
New, Reroof (Tear -Off) or Recover
E
Nan -Insulated, Meth. Attached Base Sheet (screws & plates), Bonded Roof Cover
21-25
11
o
rooP(5'eaTr-OFf7.
onJnsulatedaBoode0oofi4oye.
2A
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover -
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
27-29
2B.
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Banded Roof Cover
30-34
2C
_Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
0
Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
35-37
3A
Structural concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover -
38-46
30
Structural concrete
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
46
4A
Lightweight concrete
New or Reroof (Tear-Offj
A-1
Bonded Insulation, Bonded Roof Cover
47-49
4B
Lightweight concrete
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
50
-,4C
Lightweight concrete -
New or Refoof(Tear-Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover -
51-53
5A
Cementitious wood fiber
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
54
5B
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
55
5C -
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
56
50
Cementitious wood fiber
New, Reroof (Tear -Of) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
56
5E
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover -
56
6A
Existing gypsum
Reroof (rear-Offj
A-1
Bonded Insulation, Bonded Roof Cover
57-59
6B
Existing gypsum
Reroof (Tear-0ff)or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
59
6L
-Existing gypsum
Reread(Tear-Off)or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
60
6D
Existing gypsum
Reroof (Tear -Off) or Recover
E
Nan-Insulated,Mech. Attached Base Sheet, Bonded Roof Cover
60
7A
Various
Recover
A-1
. Bonded Insulation, Bonded Roof Cover
61-65
7B
Various
Recover
F
Non -Insulated, Bonded Base Sheet, Bonded Roof Cover
65
The following notes apolvta 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 0.754nch penetration.
D Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck
D Structural concrete: Minimum l-Inch embedment Into pilot We in accordance with fastener manufacturer's published installation Instructions.
NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FL1654-RZ3
Certificate of Authorization 932455 6TM EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/O9/2018
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems, (954) 233-1330 Appendix 1, Page 1 of 65
NNEMOjetc.
3. Unless otherwise noted, insulation maybe anyone layer or combination of polyisocyanurate,polystyrene, wood fiberboard, perlite,gypsum-based roof board or mineral -wool roof board that meets the QA requirements
of F.A.C. Rule 61G20-3 and Is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when Installed with the roof cover.
4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete maybe substituted for rigid insulation board for System Type D (mechanically attachad 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 canfiguation to the steel and concrete deck listings. Roof decks and structural
members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval
documentation.
S. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016).
6. Unless otherwise noted, insulation adhesive application rates areas follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted In the manufacturers published instructions.
D Hot asphalt (HA):
Full coverage at 25-30lbs/square.
➢ Dow INSTA STIK Cluik Set Insulation Adhesive (D-IS):
Continuous 0.75 to 1-Inch wide ribbons,12-inch o.c.
D Millennium One Step Foamabie Adhesive (M-OSFA):
Continuous 0.25 to 0.5-inch wide ribbons, 12-Inch o.c.
D Millennium PGA Pump Grade Adhesive (M-PGI):
Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c.
D OMG OlyBond 500(OB500):
Continuous 0.75 to 1-Inch wide ribbons, 22-inch o.c.(PaceCart or SpotShot).Note: OlyBond Green maybe used where OlyBond500 is referenced.
➢ OlyBond Classic (OB Classic):
Full coverage at 1 gal/square.
D ICP Adhesive& Sealants Polyset CR-20:
Continuous 2.5-3.5-Inch wide ribbons, 12-inch o.c.
D Note: When multiple loyers(s) of insulation and/orcoverboard
ate installed/a ribbon -applied adhesive, boardjoints shall be staggered.
D Note. The maximum edge distancefrom the adhesive
ribbon to the edge of the insulation boardsholl 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 polyisocianuate at the following thickness limitations maybe substituted with the following Maximum
Design Pressure (MDP) limitations. In no case shall these values be used to'increase the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed for a particularsystem in the tables, then 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 Adhesive(M-OSFA): MDP -1575 psf (Min. 0.5-Inch thick)
D Millennium PG-1 Pump Grade Adhesive(M-PG3): MDP -157.5 psf (Min. 0.5Anch thick)
D OMG OlyBond 500 (06500): MDP 45.0 psf (Min. 0.54nch thick Multi -Max FA-3)
D OMG OlyBond 500(OB500): MDP -287.5 psf (Min. 0.5-Inch thick ISO 95+GL)
D OMG OlyBond 500 (00500): MDP -315.0 psi (Min. 0.5-Inch thick ENRGY 3)
D OMG Oly8ond 500(OB500): MDP -487.5 psf (Min. 0.5-Inch thick ACFoam 11)
D ICP Adhesives&Sealants Polyset CR-20: MOP -117.5 psf (Min. 1.0-inch thick)
8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft.
9. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC
Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention
Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk' carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data
Sheet 1-29 (January 2016) for Zone 2/3 enhancements..
10. For fully banded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted.
11. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum
requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105.
12. For existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing
roof system (for recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with
ANSI/SPRI IA-1, ASTM E907; FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TA5124.
13. For Recover Applications using System Type D, the insulation is optional;however, the existing roof system shall be suitable for a recover application.
NEIv10 ETC, LLC Evaluation Report P9290.02.08-1121 for FL3654-R23
Certificate of Authorization #32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/09/2018
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems, (954) 233-1330 Appendix 1, Page 2 of 65
NNEMOjetc.
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. Unless otherwise noted, for systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. In all cases, the. minimum top -coat
thickness is 2-inches. For LWC over structural concrete, reference Is made to FBC Section 1917.4.1, Point 1. For "pre-existent" LWC references, listings were established through testing over lightweight concrete cast
using only foaming agent (ASTM C895), water and Portland cement (ASTM C150), With no proprietary additives, in accordance with procedures adapted by Miami -Dade BCCO (FBC CER1592). Unlessotherwise noted,
use of these listings in new construction or re -roof (tear -off) applications is at the discretion of the Designer or Record and Authority Having Jurisdiction.
15. Unless otherwise noted. refer to the followlaa references for bonded bme:oly or cap sheet applications
REFERENCE
LAYER
POLYGLAss ROOF COVERS
MATERIAL
APPLICATION
BP -AA
Base Ply
One or more plies Polyglass G2 Base, FBC Approved ASTM D4601, Type II
Hot Asphalt at20-40
(Base and Ply sheets,
Ply
One or more plies Polyglass Ply IV, Polyglass Ply VI, FBC Approved ASTM D2178, TypeIVor VI
Ibs/square
Asphalt -Applied)
Note:.
As➢holt-oppliedsheets oriisulation shall not be applied to poly -film surfaced membranes.
Base Ply
One ply Elastobase (sand/sand),-Elastoflex V, Elastaflex 56. Elastoflex 56Type II, Polyglass HT Base 650
SBS.CA1
Cap Ply
Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex 56 Type II, Elastaflex 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), Polyfreska G SBS FR (sand -backed)
Base Ply
One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex 56 Type II
Polyplus 3S at 1.5-2.0
SBS-CA2
Cap Ply
Elastoflex VG, Elastoflex VG FR, Elastoflex56, Elastoflex 56Type 11, Elastoflex 56 G, Elastaflex 56 G FR, Elastoshield TS-G, Elastoshield
.gal/square
TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SB5 FR (sand -backed)
Base Ply or Ply
One or more plies Elastobase(sand/sand or Poly/sand), Elastobase P(sand/sand or poly/sand), Elastoflex V, ElastoflezS6, Elastoflex
SBS-AA
S6 Type II, Polyglass HT Base 650
Hot Asphalt at 20-40
(SBS, Asphalt -Applied)
(S
Cap Ply
Elastoflex V, ElastoflexVG, Elastoflex VG FR, Elastoflex 56, Elastoflex 56 Type II, Elastoflex 56 G, Elastoflex 56 G FR, Elastoshield TS-G,
Elastoshield TS-G FR. POI resko G SSS(sand-backed), Polyfresko G SBS FR(sand-backed)Ibs/square
Note:
Asphalt-appliedsheets orfnsulation shall not be applied to poly -film surfaced membranes.
Base Ply or Ply
or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex S6, Elastoflex S6 Type II, Polyglass HT Base
SBS-TA
6One 50
(SBS, Torch -Applied)
Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S5, Elastoflex SG Type 11, Elastoflex 56 G, Elastoflex 56 G FR, Elastoshield TS
Torch -Applied
Cap Ply
G. Elastoshield TS-G FR. Polyfresko G SBS (poly -film backed), Polyfresko G SBS FR (poly -film backed)
Base Ply
One or more plies Elastoflex SA V Base, Elastoflex SA V FR Base, Elastoflex SA V Plus, Elastoflex SA V Plus FR
SBS-SA
Cap Ply,
Elastaflex SA P, Elastoflex SA P. FR, Polyreflect
Self -Adhering
(SBS, Self -Adhering)
Note:
Unless otherwise noted, permissible membrane substrates for5B5-SA are limited to the SBS-SA Base Ply options herein,
-Elastobase/ of /sand) or Elastobase( of /poi .
APP-CAI
Cap Ply
Polyflex G FR
PG350 at 1.5-2.0
gal/square
APP-TA
Base Ply or Ply
-
One or more plies Polyglass APP Base, Polyflex, Palybond
Torch -Applied
(APP, Torch -Applied)
Ca Ply.
. Polyflex, Polyflex G, Polyflex G FR, Polybond, Palybond G, Polyfresko G, Polyfresko G FR
Cap -Ply
Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Polykool
APP-SA
(APP, Self -Adhering)
Note:
Unless otherwise noted, permissible membrane substratesforAPP-SA are llmitedto the SBS-SA Base Plyoptions herein,
Self -Adhering
Elastobase /poly/sand/ or Elastobase (poly/poly).
NEIVIO ETC, LLC Evaluation Report P9290.02.08-R21 for FL1654-RZ3
Certificate of Authorization 432455 67H EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/OS/2018
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 3 of 65
NNEMOjetc.
... a RO (TEAR -OFF)
SYSTEM TYPE F: r BONDED ROOF
System
Deck (Note 1)
Primer
_ _ _ Roof Cover (Note 15)
MOP (psf)
Joint Treatment
Base Ply
Ply -
Cap Ply -
No.
W-170
Min. 15/32-
None
None
SBS-SA
(Optional)SBS-SA, SBS-
SBS-SA, APP-SA, SBS-
-90.0
inch plywood
TA, APP-TA
TA, APP-TA
W-171
Min. 15/32-
(Optional) PGIDO
None
, Polyflex SA Base
(Optional)APP-TA
APP-TA
-90.0
inch plywood
W-172
Min. 15/32-
PG300
None
SBSSA
(Optional) SBS-SA, SBS- -
SBSSA APP-SA,SBS-
-97,5
inch plywood
TA, APP-TA
TA, APP-TA
Min. 15/32-
PlywoodJoints are covered with 44nch wide strips of Elasto0ex SA V Plus, railed into
Elasto0ex SA V Base or
(Optional) SBS-SA, SBS-
SBS-SA. APP-SA,SBS-
W-173
inch plywood
(Optional) PG1OO
place to create continuous bond.
Elasto0ex SA V FR Base
TA, APP-TA
TA,APP-TA
•975
Min. 15/32-
(Optional)5B5-SA, SBS-
SBS-SA, APP-SA SBS-'
W-174
Inch plywood
POLYBRITE 745
None
SBS-SA
TA, APP-TA
APP-TAp
-105-0
ov i t 4-in wi. estnps of stifle SA Puy, roll dinto
Elastaflex SA Vp or
Opi oiih'N'SBS= A
.T5A,
853ApAAl
W 1?S
favaDd
(Optional) PG100
to'ME
createrm,n , ins sJanlf'
EUstoFlex PI SFR
TA,
lxx�+s�
1•
W-176
Min. 15/32-
(Optional) P6100
Plywood joints are covered with 4-inch wide strips of ElastoRex SA V Plus, rolled into
Polyfiex SA Base
(Optional)APP-TA
APP-TA
-135.0
inch plywood
place to create continuous bond.
NEMO ETC, LLC
Certificate of Authorization 832455
Prepared by: Robert Nieminen, PE-59166
67v EDITION (2017) FBC NON-NVNZ EVALUATION
Polyglass Modified Bitumen Roof Systems; (954) 233-1330
Evaluation Report P9290.02-08-1121 for FLIS54-FM
Revision 21: 10/08/2018
Appendix 1, Page 26 of 65
RF
qap 0 %0 1�`���
81p/B
��cie�ead
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization
SCANNED
TRINITY ERD BY 353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478478
St. Lucie County (203) 262-9245
EVALUATION REPORT
Owens Corning Evaluation Report 037940.02.12-R8
One Owens
Toledo, OH 3659 Corning Parkway FILE COPY Date of Revision Issuance: 10/0
(740)404-7829 Rev
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 and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: DwenS CDrnrn a t OD to 0s
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein and FBC 1507.2.7.1 / R905.2.6.1.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the namedproduct(s) changes, the
referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change.
Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the
product changes or the referenced Quality Assurance documentation changes. TrinityJERD 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 "Trinityl 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 8.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
CERTIFICATION OF INDEPENDENCE:
The facsimlle seal appearing was authorized by Robert
Nieminen, P.E. on 10/09/2017. This does not serve as an
electronically signed document.
1. Trinityl 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. Trinityl 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.
5. 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, is/was used for permitting or design guidance unless retained
specifically for that purpose.
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
NTINITYIERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Asphalt Shingles
Compliance Statement: Owens Corning Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated
compliance with the following sections of the 6`h Edition (2017) Florida Building Code and Florida Building Code,
Residential Volume 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
Property
Standard
Year
1507.2.5, R905.2.4
Physical Properties
ASTM D3462 ,
2010
1507.2.7.1, R905.2.6.1
Wind Resistance
ASTM D3161
2016
1507.2.7.1, R905.2.6.1
Wind Resistance
ASTM D7158
2011
3. REFERENCES:
Enti Examination Reference Date
UL LLC (CER9626) Physicals & Wind Resistance File R2453, Vol. 3 02/15/2007
UL LLC (CER9626) Physicals & Wind Resistance 20120516-R2453 05/16/2012
UL LLC (TST9628) Physical Properties 06CA20263 04/18/2006
UL LLC (TST9628) Wind Resistance 11CA34308 02/18/2012
UL LLC (TST9628) Physicals& Wind Resistance 4786093137 02/01/2014
UL LLC (TST9628) Wind Resistance 4786126532 02/10/2014
UL LLC (TST9628) Physical Properties Classification letter 02/13/2014
UL LLC (TST9628) Physical Properties Classification letter 10/02/2015
Miami -Dade (CER3592) FBC HVHZ Compliance Various NOAs Various
UL LLC (QUA9625) Quality Control Service Confirmation Exp.05/16/2020
4. PRODUCT DESCRIPTION:
4.1 Asphalt Shingles:
4.1.1 Classic and Supreme are fiberglass reinforced, 3-tab asphalt roof shingles.
4.1.2 Berkshire are fiberglass reinforced, 4-tab asphalt roof shingles.
4.1.3 DevonshireT" are fiberglass reinforced, 5-tab asphalt roof shingles.
4.1.4 Duration, ,ru:; etmtion uration , Duration Premium Cool, TruDefinition Duration Designer Color
Collection, TruDefinition Oakridge , Oakridge and WeatherGuard* HP are fiberglass reinforced, laminated
asphalt roof shingles.
4.2 Hip & Ridge Shingles:
4.2.1 Berkshire Hip & Ridge Shingles, High Ridge, WeatherGuard' HP Hip & Ridge Shingles,
Shingles and DuraRidgeT" Hip & Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles.
4.3 Accessory Starter Strips:
4.3.1 Starter Strip Shingle, Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, .in any way, the
Designer of Record for anyproject 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 is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory
for fire ratings of this product.
Exterior Research and Design, U.C. Evaluation Report 037940.02.12-R8
CeHljk.te of Authorizotion#9503 67a EDITION(2017) FBC NON-HVHZ EVALUATION F1.10674-1113
Owens Corning Asphalt Roof Shingles Revision8: 10/09/2017
Page 2 of 8
�I TRINITY ERD
5.4 Wind Classification:
5.4.1 All Owens Corning asphalt shingles noted hereinareClassified in accordance with FBC Tables 1507.2.7.1
and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable
for use in all wind zones up to Vasd = 150 mph (Vmt = 194 mph). Refer to Section 6 for installation
requirements to meet this wind rating.
5.4.2 All Owens Corning hip & ridge shingles, Starter Strip Shingle and Starter Strip Plus noted herein are
Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the
shingles are acceptable for use in all wind zones up to Va,d =150 mph (Vast = 194 mph). Refer to Section 6 for
installation requirements to meet this wind rating.
5.4.3 Classification by ASTM D7159 applies to exposure category B or C, as defined in FBC 1609.4.3, and a mean
roof height of 60 feet or less. Calculations by a qualified design professional are required for conditions
outside these limitations. Contact the shingle manufacturer for data specific to each shingle.
5.4.4 Refer to Owens Corning published information on wind resistance and installation limitations.
5.5 All products in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3.
6. INSTALLATION:
6.1 Underlavment:
6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product
Approval, or be Locally Approved per Rule 61G20-3, per FBC 1507.2.3, 1507.2.4 or R905.2.3.
6.2 Asphalt Shingles:
6.2.1 Installation of asphalt shingles shall comply with the Owens Corning current published instructions, using
minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or R905.2.6, with the following
exceptions:
➢ Berkshire" shingles require minimum five (5) nails per shingle.
➢ WeatherGuarti HP shingles require minimum six (6) nails per shingle.
➢ Devonshire'" shingles require minimum six (6) nails per shingle.
➢ Starter Strip Shingle and Starter Strip Plus require minimum five (5) nails per strip.
Refer to Owens Corning published information on wind resistance and installation limitations.
6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are
required. See figures below for details.
6.2.S Minimum Nailing —Starter Strip Shingle and Starter Strip Plus:
Felt undedayment
Deck
Sell -adhered
WeatherLocks
undedayment
Dom—
Drip edge
edge
Nailslowted
Z'r from ewe
hrsta0 fuse
Starterstr,ipp
se8searinyodhesive
povgoned alongeave
shingle vrrth „
C removed
Starter Ship shingle overhangs earn and rakes W35'
Exterior Research and Design, U.C.
certificate ofAuthor6utlon #9503 6' EDITION (20171 FBC NON-HVH2 EVALUATION
Owens Corning Asphalt Roof Shingles
Evaluation Report 037940.02.12-118
FL10674-R13
Revision 8: 10/09/2017
Page 3 of 8
6.2.6 Minimum Nailing—Classics&Supreme:
Normal Menaced or Arepare
Wind Ares Nigh Wind daevenea y
Ana pan vlontoa normre
nlos Areas VIA./vertu
t IAI r r z• Ig z t
tf
e'Expuure
Exposlef6n
6.2.7 Minimum Nailing— Berkshires':
seahm snip
1LtGedasdMv
w -9 9 VP
BN' I Yf I 91Y
1'
Standard Fastening Pattern
�I TRINITi ERD
Nomul Mensal or Area pan
Wind Ana Nigh Wind dsavanea y
Area pare Went" nornalee Aron J/ontoa /uertea
a 011 t• 1, z. IR 1.
g EIe' Exposure
Expostad6n
sealed ship
IeNa deae0ade
'r Law "W
1.J
t
t
a
......... .......-1 .....r_ ..._.�.....y 1 .......
6-Nail Fastening Pattern
Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12-R8
CerfijlmteofAuthorhation a9303 6a"EDITION (2017) reC NON-HVHZ EVALUATION FL30674-R13
Owens Coming Asphalt Roof Shingles Revision 8:10/09/2017
Page 4 of 8
6.2.8 Minimum Nailing-Devonshirem:
uposlclon all a-ara ping Uhkeddn del seladur
Standard 6-Nail Fastening Pattern
�l I KINITY ERD
q
Nails
r �1f
Ten t"Spots of Asphalt Hoot Cement
Mansard or Steep Slope Fastening Pattern
6.2.9 Minimum Nailing — Duration®, ru ,e.. ntt9on - ul anon Duration® Premium Cool & TruDefinition*
Duration* Designer Color Collection:
4-Nall Fastening Pattene
Standard Fastening Pattern
.I,
Mansard or Steep Slope Fastening Pattern
Buell Fastening Pattere
r�® a=
r-wa*rw�
m 117astenino IraTre-r-A)
sfo. Research and Design, U.C. Evaluation Report 037940.02.12-R8
certificate ofAutharizatlon N9503 6'"EDITION 12017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017
Page 5 of 8
6.2.1 Minimum Nailing —TruDefinition•Oakr(dge®,Oakridge®:
4 Nail Pattent
Esquema wn4 claws.
r r
li tz —N 56/8"EcpNags li— 5i6z8—E
spc.'!
&poUUbdan6Bpag 0/yysErpoUddinsdl
eg
6Bpg
Standard Fastening Pattern
6Nall Pattern
Esquema coa 6Gaws
r
55/V Emown
EVWd6n de 66/8PaI8.
,QB GnarerT n21:[t
ewxmemnwaaa.m�
r>,
Mansard or Steep Slope Fastening Pattern
6.2.1 Minimum Nailine — WeatherGuard° His:
�I TFUNITY ERD
N— tz
55B'Expown�
Emwil ' tt de 6WPId8.
)attern
Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12-RS
Cert7ilcote ofAuthor6atlon N95o3 6'"EDIT] ON(2017) FBC NON-HVHZ EVAWATION F1.10674-1113
Owens Cornfng Asphalt Roof Shingles Revision 8: 10/09/2017
Page 6 of 8
�I TMNITY ERD
6.3 Hip & Ridge Shingles:
6.3.1 Installation of Berkshire Hip and Ridge Shingles, High Ridge, WeatherGuard HP Hip and Ridge Shingles
and ProEdge Hip & Ridge Shingles shall comply with the Owens Corning current publishedinstructions,
using four (4) nails per shingle. Installation of DuraR(dge'" Hip & Ridge Shingles shall comply with the
Owens Corning current published instructions, using two (2) nails per shingle. Refer to Owens Corning
published information on wind resistance and installation limitations, including the use of hand -sealing for
wind warranties.
6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.3.3 Minimum Nailing— Berkshire® Hip & Ridge and High Ridge:
FIBS 1
�— weeealpwna
pueobn p
Na9e�� p
P
pA I I
4 I i.
p I
P
F�gnsve N
6.3.4 Minimum Nailing — WeatherGuard® HP Hip and Ridge:
Fig. C Hip & Ridge Shingle Fastening
Topvt
Wlb puth
T'
r' p°
P 1•
1" 1
ap..
�'r�
Exterior Research and Design, U.C. Evaluation Report 037940.02.12-RB
certificate ofAuthorhadon M03 6'"EDITION (2017)FBC NON-HVH2 EVALUATION FL10674-R33
Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017
Page 7 of 8
6.3.5 Minimum Nailing - Pro Edge Hip & Ridge Shingles:
Standard
Fastening
Pattern
\I TRINITY ERD
6.3.6 Minimum Nailing— DuraRidgeT" Hip & Ridge Shingles:
Note: The drawings below pertain to minimum, as -tested attachment requirements. Refer to Owens Corning
published installation instructions for their minimum requirements.
7. LABELING:
7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC
Table 1507.2.7.1 / R905.2.6.1.
8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
9. MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC— QUA9625 ; (631) 546-2458; Kanchi.Agrawala-Dokania@ul.com
- END OF EVALUATION REPORT -
Exterior Research and. Design, U.C. Evaluation Report 037940.02.12-R8
Certificate of Authorhation#9503 eEDITION.(2017)FBC NON-HVH2 EVALUATION FL10674-R33
Owens Corning Asphalt Roof Shingles. Revision 8: 10/09/2017
Page 8 of 8
9 �c�2FO
SE <��90a j�8
d
� I KINI- Y ERD FI LE COP`
EVALUATION REPORT
TRI-BUILT Materials Group,
PO Box 70
Rutherford, NJ 07070
(800)516-1485
SCOPE:
SCANNED
BY
St. Lucie County
LaoH -0(0
EXTERIOR RESEARCH & DESIGN,LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
(203)262-9245
ition Report A42960.10.12-R6
FL-1604&R6
Date of Issuance:10/25/2012
Revision 6: 09/25/2017
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 6`h Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION %I-BU LT uoLUnderlayments-''
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinityl 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 "Trinityl 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.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
REVIEWED FOR
CODE COMPLIAIVO9-
ST. LUCIIECPOUNT"Y"
The on 09/2e seal , does ➢t�a,a a, 6y Robert Nieminen,
P.E. on 09/35/dOlT. This does not serve as an eleQranically signetl
document.
CERTIFICATION OF INDEPENDENCE:
1. Trinityl 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. Trinityl 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, Is/was used for permitting or design guidance unless retained
specifically for that purpose.
REVIEWED FOR
CODECOMPLIANCE
ST. LUCIE COUNTY
pane 4n
NTINITYIERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, L-C, have
demonstrated compliance with the following sections of the 6`, 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
Property
Standard
Year
1SO4.3.1
Wind Resistance
FM 4474
2011
1504.3.1
Wind Uplift
UL 1897
2012
1SO4.6.
Accelerated Weathering
ASTM. G155
2005
1507.2.4 / 1507.1.1, 1507.2.9.2
Physical PropertiesASTM
D1970
2015
1507.3.3
Physical Properties
FRSA/TRI April 2012 (04-12)
2012
3. REFERENCES:
Entity
Examination
Reference
Date
ERD (TST6049)
Physical Properties
S40540.02.13-1
02/19/2013
ERD (TST6049)
Physical Properties
S40540.11.13
11/19/2013
ERD (TST6049)
Physical Properties
S40540.03.14
03/26/2014
ERD(TST6049)Physical
Properties
S44870.04.14-2
04/02/2014
ERD (TST6049)
Physical Properties
S44870.04.14-3
04/02/2014
ERD (TST6049)
Physical Properties
S44870.04.14-1
04/10/2014
ERD (TST6049)
Physical Properties
S44870.04.14-4
04/10/2014
ERD (TST6049)
Physical Properties
S43530.02.14-1-R1
05/14/2014
ERD (TST6049)
Physical Properties
S43530.05.14
05/28/2014
ERD (TST6049)
Physical Properties
S40540.10.14
10/31/2014
ERD (TST6049)
Physical Properties
SC7645.02.15
02/13/2015
ERD (TST6049)
Accelerated Weathering
SC8520.04.15
05/27/2015
ERD (TST6049)
Wind Resistance
SC14045.05.17-R1
06/07/2017
UL, U.C. (QUA9625)
Quality Control
Multiple -Listing R16814
12/10/2015
UL, I.I.C. (QUA9625)
Quality Control
Service Confirmation
Exp. 07/18/2020
4. PRODUCT DESCRIPTION:
4.1 `TL rl BuiltTSand-R -SA Shingle"-Ui dec ayment is a self -adhering, glass -mat reinforced,. sand -surfaced, SBS
modified bitumen roof underlayment, with a 36-inch sheet width; meets ASTM D1970.
4.2 Tri-Built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified.
bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012.
4.3 Tri-Built Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS
modified bitumen roof underlayment; meets ASTM D1970.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityJERD 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 is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
Exterior Research and Design, U.C. Evaluation Report A42960.10.12-116
Certificate of Authorization#9503 6'"EDITION (2017)FBC NON-HVHZ EVALUATION FL36048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 2 of 6
�I I KINITY ERD
5.4 TRI-BUILT Roof 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 1: ROOF COVER OPTIONS
Underlayment
Asphalt
Nail -On Tile
Foam -On Tile
Metal
Wood Shakes
Slate
Shingles
& Shingles
Tri-Built Sand-R SA Shingle
Yes
No
No
No
Yes
Yes
Underlayment
Tri-Built S/A HT TU
Yes
Underlayment
Yes
Yes
See 5.5.1
Yes
Yes
Yes
Tri-Built Smooth HT S/A
Underlayment
Yes
No
No
Yes
Yes
Yes
5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations.
TABLE IA: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS)
Adhesive
Florida Product Approval
I Underlayments
ICP Adhesives Polyset® AH-160
FL6332
Tri-Built S/A HT TU Underlayment
Dow TileBond'"
FL22525
Tri-Built S/A HT TU Underlayment
5.6 Allowable Substrates:
5.6.1 'Direct -Bo idlto De—M
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to: -
➢ Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41
primed Southern Yellow Pine; ASTM D41 primed structural concrete.
While not required over plywood, OSB or Southern Yellow Pine substrates, TRI-BUILT Materials Group, LLC
recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note:
TRI-BUILT Materials Group, LLC requires tongue -and -groove board decking be covered with plywood or
OSB prior to installation of the self -adhering underlayment.
5.6.2 Bond -to -Insulation:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ Dens Deck Prime; SECUROCK Gypsum -Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam -on tile systems (Tri-Built S/A HT TU Underlayment only), insulation attachment shall be
designed by a qualified design professional and installed based on testing of the insulation/underlayment
system in accordance with FM 4474, Appendix D or TAS 114, Appendix J.
t Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization N9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6:09/25/2017
Page 3 of 6
v I KINrry I ERD
5.6.3 Bond to Mechanically Attached Base Laver:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ ASTM D226, Type I or II felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam -on tile systems (Tri-Built S/A HT TU
Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-
12).
5.6.4 Wind Resistance for Underlayment 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 direct -deck
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 pressures.
#1 Maximum Design Pressure=-45.0 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: (Optional) ASTM D41 or RESISTO EXTERIOR PRIMER
Underlayment: Tri-BuiltS/A HT TU Underlayment, self -adhered.
#2 Maximum Design Pressure=-67.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Soprema Elastocol 600c
Underlayment: Tri-BuiltS/A HT TU Underlayment, self -adhered.
#3 Maximum Design Pressure=-150.0 psf
Deck:
Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project
requirements to satisfaction of Authority Having Jurisdiction.
Deck Preparation:
Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit
adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp
splinters and wood projections shall be removed/sanded.
Primer:
(Optional) RESISTO EXTERIOR PRIMER
Underlayment:
Tri-Built S/A HT TU Underlayment, self -adhered, shall be thoroughly roll using hand
roller and/or weighted roller to ensure there are no voids, and ensure there are no
voids/bridging at side and end -laps.
#4 Maximum Design Pressure = -60.0 psf:
Deck:
Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet:
Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1)
and tin caps (FBC 1517.5.2) spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three,.
equally spaced rows in the center of the sheet.
Underlayment:
Tri-BuiltS/A HIT TU Underlayment, self -adhered.
Exterior Research and Design, U.C. Evaluation Report A42960.30.12-R6
Certificate of Authorization#9503 fir"EDITION (2017)FBC NON-HVH2 EVALUATION FL36048-R6
TRI-BUILT Roof Underiayments; (800) 516-1485 Revision 6: 09/25/2017
Page 4 of 6
"rTRINITYIERD
5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet
or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1
design pressure determined in accordance with FBC 1609. In this case, 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 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 2016) for Zone 2/3 enhancements.
5.7 Exposure Limitations:
Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left
exposed for longer than 30-days after installation
Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
5.8 Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2012 (04-12)):
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.
TABLE 2: TILE SLIPPAGE LIMITATIONS FORDIRECT-DECK TILE INSTALLATIONS
Underlayment
Tile Profile
Staging Method
Maximum
Slope
Flat
Max. 10-tile stack
6:12
Lugged
Max. 10-tile stack
5:12
Max. 10-tile stack (bottom 2-tile stack
shall be inverted, followed by 8 tiles high 6:12
on slope, as shown below)
1�
Tri-Built SJA HT TU
Underlayment
Lugged
i
Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization #9503 a EDITION (2017) FBC NON-HVH2 EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 5 of 6
�I I KINITY ERD
6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC
published installation requirements subject to the Limitations set forth in Section 5 herein and the
specifics 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 Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlavment or Tri-Built Smooth HT S/A
Underlavment:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.3.2 Non -Tile applications:
While priming is optional, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof
cover is not slated for installation within 24 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in place, peel -off the release film diagonally while holding the
membrane tight. Firmly roll, broom or hand -press themembrane into place to achieve a bond.
Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-
inches and staggered not less than 2-ft from vertical seams in the course below, sealed in accordance with.
TRI-BUILT Materials Group, LLC requirements.
When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC recommends back -nailing in the
overlap area at the top of the sheet at 12-inch o.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet
over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in
each direction. For valleys, apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Applications (Tri-Built S/A HT TU Underlavment only):
Reference is made to FRSA/TRI .April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
For foam -on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that
fall outside the scope of FRSA/TRI April 2012 (04-12).
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile
staging.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
S. MANUFACTURING PLANTS:
Gulfport, MS
9. QUALITY ASSURANCE ENTITY:.
UL, LLC —QUA9625; (314) 578-3406; k.chancellor@us.ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, U.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization #9503 a EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-RG
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6:09/25/2017
Page 6 of 6