HomeMy WebLinkAboutEVALUATION REPORTa.{ NEMO.1 etc.
Certificate of Authorization #32455
�� 353 Christian Street, Unit #13
NI*:t3 Oxford, CT 06478
Si. LII SY (203) 262-9245'
ENGINEER EVALUATE TEST rtCONSULT CERTIFY
EVALUATIONREPORT
Polyglass USA, Inc. Evaluation Report P12060.02.09-R24
1111 West"Newport, Center Drive FL5259-R28-
Deerfield Beach, FL 33442 Date of issuances 02/24/2009
(954),233-1230 Revision 24:01/24/2018
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 and Florida Building Code, Residential Volume. The products
described herein have been evaluated for compliance with the 6"'' Edition (2017) Florida Building Code sections noted
herein.
DESCRIPTION: Polyglass RoofUnderlayments
WEUNG:- 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 documentatiowchanges, or provisions ofthe '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)i the Quality Assurance or the production facility location(s).. NEMOIetc, 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 "NEMoletc. 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 siie.atthe request of the Building Official.
This Evaluation Report consists of pages Ithrough 14.
Prepared by:
r
S�
RobertJ:M. Nieminen, P.E.
Florida Registration No. 59166, Florida OC4 ANE1983
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on ot/24/2DIS. This does not same as an electronhaily
signed document.
CERWICATION OF INDEPENDENCE:
1. NEW Ietc. 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. NEW I etc. is not owneci,:operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does nothave 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 financiallnterestin any other entity involved in the approval process of the
product.
5. This is a building code,evaivation, Neither NEMOiett. nor, Robert Nieminen, P.E. are, in anyway, the"Designer of Record for any
project on which thisEvaluationAeport, or; previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
"NEMO
e I etc.
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by Polyglass USA; Inc., 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
1504.31
Wind Uplift
FM 4474
2011
1504.3A
'Wind Uplift
UL 1897
2012
1507.2.3/,1507.1.1
Physical Properties
ASTMD226
2009
1507.2.4 / 1507.1.1, 150719.2
Physical Properties
ASTM D1970-
2015
1507.3.3
Physical Properties
FRSA/TRI April 2012
2012
1507.11.2
Physical Properties
ASTM 06164
2011
1507.11.2
Physical Properties
ASTM 06222
2011
TA6110
Accelerated Weathering
ASTM'D4798
2011
3. REFERENCES:
Entity
Examination;
Reference-
Date
FM Approvals (TST1867)..
Wind Uplift
3604091
01/12/2000
PRI (TST 5878)
Physical` Properties.
PRI01111
04108/2002
PRI (TST 5878)
Physicals Properties.
PUSA-005-02-01
01/31/2002
PRI (TST5878)
Physical.Properties.
PUSA-013-02-01
12/23/2002
PRI (TST 5878)
Physlcal:Properties.
PUSA-013-02-02
12/23/2002
PRI(TST S878)
PhysicalProperties
PUSA-013-02-03
12/23/2002
PRI (TST 5878)
Physical Properties
PUSA-018-02-01
07/14/2003
PRI (TST 5878)
Physical Properties
PUSA-028-02-01
07/13/2005
PRI (TST 5878)
Physical Properties
PUSA-033-02-01
01/12/2006
PRI (TST 5878)
Physical Properties
PUSA-035.02-01
09/29/2006
PRI (TST 5878)
Physical Properties
PUSA-055-02-02
12/10/2007
PRI (TST
Physical Properties
PUSA-061.02.02
01/28/2008"
PRI (TST 5878)
Physical Properties
PUSA-076-02-01
02/22/2008
PRI (TST 5878)
Physical Properties".
PUSA-083-02.01
04/14/2008
PRI '(TST 5878)
Physical. Properties,
PUSA•088.02-01
07/29/2009
MTI"(TST•2508)
Physical Properties
JX201-17A
04/01/2008,
MTI(TST 'MS)
Physical Properties
RX14E8A
01/29/2009
ERD (TST 6049)
Physical Properties
11752.09.99.1
02/08/2000
ERD (TST 6049)
Wind Uplift.
11757.08.'01.1
08/13/2001
ERD (TST 6049).
Wind Uplift.
11776.06.02
01/16/2003
ERD (TST 6049)
Physical Properties
02200.07.03
07/14/2003
ERD (TST 6049)
Wind Uplift
P1740.01.07
01/04/2007
ERD (T5T6049)
Physical :Properties
P511OD4.07-1
04/11/2007
ERD (TST 6049)
Wind Uplift :;
P9260.03.08
03/21/2008
ERD (TST 6049)
Physical Properties'
P13450.08.09
08/13/2DD9
.ERD (TST 6049)
Wind Uplift
P30540.11.09-R1
11/30/2009
ERD (TST 6049)"
Physical Properties
P11030.11.09-1
11/30/2009
ERD (TST 6049)
'Wind Uplift
P11030:11.09-2
11/30/2009
ERD (TST 6049)'.
Physical Properties
P11030.11.09-3
11/30/2009
ERD (TST 6049)
Physical; Properties
-P33360.06.10
06/25/2010
ERD (TST 6049)
Physical Properties
P33370.03.11
03/02/2011
ERD (TST 6049)
Physical Properties
P33310.04.11
04/2612011.
ERD(TST 6049)
Physical Properties
P37300.10.11
10/19/2011
NEMO ETC, U.C. Evaluation.Repoq P12060.02:09-R24
CertffiwW gfAuthenrcfton #32455 6TM EDITION (2017) F8C"NON-HVHZ EVALUATION FI.5259-1128
PotWass Roof Underlayments; (954) 233-1230- Revision 24: 01/24/2019
Page 2of 14.
4.
Entity
ERD (TST 6049)
ERD (TST 6049):
ERD (TST 6049),
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6a49)
ERD (TST 6049)
ERD (TST 6046).
ERD (TST'6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049).
ERD(TST
ERD (TST 6049)
ERD (TST 6049);
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
-ERD '(TST 6049)
ERD (TST 6049)
ERD ;(TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD(TST6049)
ICC-ES (EVIL 2396)
Miami-Dade:(CER 1592)
Polyglass USA.
Polyglass USA
Polyglass USA.
UL, LLC.(QUA9625)
PRODUCT DESCRIPTION.
Examination.
Physical Properties
Physical Properties
Physical Properties'
Wind Uplift
Physical Properties
Wind Uplift
Wind Uplift.
Wind Uplift
Wind Uplift
Wind Uplift
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties.
PhysicalProperties
Physical' Properties.
Physical Properties
Physical Properties
Physical Properties
Wind Uplift
Physical Properties
Wind Uplift
Physical Properties
Physical Properties,
Physical Properties
16C Compliance_
HVHZCompliante
Manufacturing Affidavit
P/L Affidavit
MaterialsAffidavit
Quality Control
Reference
P40390.08.12-1
P46390.08112 2
C41420.09.12.3
P39680.03.13
P45370.04.13.
P1738.02.07-R2.
31757.04.01=1-.RS
P41630.08.13
011751.05.03-R1
P11781.11.03-R1
P45270.05A4,
6020,07,14-1
-6020.09.14-2
6020.09:14-3
6020.09.14-4
6020.09,14-5
6020.09,14-6
046520.10.14
P43290.10.14
PLYG-SC7550.03,15
P40390.04,15.
P44360.1014-R1
PLYG-SC8080.05.15-5
PLYG-SC8905.05.16-1
PLYG-SC808007.16
PLYG-SC12025.10.16,
PLYG-SC13040.12.16
PLYGSC11900.03.17
PLYG-SC12115.08.17
ESR-1697
NOA 14-0717.08.
Products Current
Mule -Hide Crossltg
Polystick:SA Compound
Service Confirmation
41.2 Elastobase P is a polyester -reinforced, SB$ modified,bitumen base sheet,
4.1.3 Polyglass G2 Base Is a fiberglass -reinforced, asphaltic base. sheet.
4.1.4 Polyglass APP Base is a fiberglass -reinforced, APP modified bitumen base sheet.
ONEMOletc.
Date
08/06/2012
08/07/2012
09/11/2012
03/04/2013
04/26/2013
04/29/2013
04130/2013'
08/06/2013
11/26/2013
11/26/2013.
05/12/2014
09/08/2014
09/08/2014
09/08/2014
09/08/2014
09/08/2014
09/08/2014
10/03/2014
/0/1712014 .
03/2412015
04/03/2015
05/18/2015
05/20/2015
05/17/2016
07/16/2016
10/12/2016
12/21/2016
03/10/2017
O8/08/2017
11/0112014
01/22/2015
02/18/2009
03/02/2008
OS/18/2011
Exp.10/05/2018
4.2.1 Polystick MTS or Polystick MTS PUTS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass
fiber reinforced, surfaced with polyoiefinic film surface; meets FRSA/TRI April2012.
4.3.2 Polystick IR-Xe Is a nominal 60-mil thick rubberized, asphalt waterproofing membrane, glass fiber reinforced, with an
aggregate surface; meets ASTM'D1970.
4.2 3 Polystkk TU Plus is a:nominalSO-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a
polyester fabric surface; meets A5TM D1970 and,FRSA/TRI April 2012,
NEMO:ETC; LLC. Evaluation Report P12060.02.09-R24
Certtj/cate afAuth vhatton #32455 :e EDITION (2017) FOC NON•HVHZ EVALUATION FL5259-RZB
Polyglass Roof Underlayments; (954) 233.1230 Revision 24:.01/24/2018:
Page 3 of 14
ft-V
0'�NEMOjetc.
5.5 Allowable Roof Covers:
Underlayment
Asphaft Shingles
29, ..:
'Nail -on Tile
Foam-On;Tile
-
Metal
Wood Shakes
&Shingles
state
Elastobase
Yes
Yes
(Rase sheet in 2-ply system)Fl�esheet
Yes
In 2-piysvnem)Elastobase
Yes
Yes
yes
_
P
Yes
Yes
(Basesheatm2 lysystemshentinz-PI
Yes.
system)
yes
Yes
Yes
Polyglass G2 Base
No
Yes
(ease Sheeting iysynem)
Yes
(ame Sheet in 2-piy systeml
No.
No
No
Polyglass APP Base _._._�.
No
Yes "
(Rase sheet in 2NNsysxm)
yes
iDase:Sheet lnx.piv:ysteml.
No
No
No
Polystick MTS or MIS PLUS
Yes
Yes
No
Yes
Yes
Yes
Polystick IR-Xe
Yes
No
No
No
Yes
Yes
Polystick TU P
No,
Yes
Yes (See 5:5:1)
No
No
No
Polystick TU Plus
Ves
Yes
Yes (See 5.5,1) _
Yes
Yes
Yes
P6lystickTUMax
No
Yes
Yes (SeeSS.1)
Yes
No
No
Po�_Dual al Pro
yes
No
N6'
Yes
Yes
Yes
PoiystiikTile Pro
Yes
Yes
Yes. (SeeS:5.1).
Yes
:Yes
Yes
Polystick MU-X m
Yes
No
No
Yes
Yes
Yes ,
ElastMlex S6.G
� Yes
'Yes
Yes (5ee5.6.)
No
- Yes
Yes
Elastollex 56`G FR
'Yes
,Yes
No
No
Yes
Yes
ElastoBex GTU
Yes
- Yes.
Yes, (5ee5S.1)`_
No.
Yes
Yes
PolyneX6
Yes.
Yes
Yes (See5.5Si)
No
Yes
Yes
Polyflex GFR'.
eyes
Yes
No
No
Yes-
'yes
' PolynexSAP arSAP FR
Yes
Yes
Yes (see 5S:1)
No
Yes _
yes
Mule -Hide SA-APP Cap Sheet
or SA-APP Cap Sheet (Fit)
Yes
Yes'
Yes (See5:5.1) -
No
Yes
Yes
5-.5.1 "Foam -On Tile Is limited to use of the following Approved, the adhesives / underlaymentcombinations'.
7R, q`
ARSi�w/,Y.AEtt-
L��ti?a'SMSA:/llP.e.v�i'6 �Aw f. '+iiy„f+'A;ial w
"k
t'.try uan��V Gi
.,5'W.
Adhesive
Florida Product
Underlayments
..
Approval
DAP Foam Touch 'nSeal 5tormilond Roof
FL14506
PolystickTU Plus,.PolystickTU Max
Tile Adhesive
Dow TileBond"'
FL22525
PolystickTU P, Polystick TU Plus, Polyflex'SAP.or Tile Pro
PolystickTU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro,
ICP Adhesives.Polyset° AH-160
FL6332
' Elastoilex G TU, Elastoftex.S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR,
`I
'Mule -Hide SA-APP-Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR)
PolystickTU P; Polystick TU Pius, Polystick TU Max, Polystick Tile Pro,
ICP Adhesives Polyset° RTA-1.
F1.62%
Elastoflex G TU, ElastoflexS6 6, Polyflex G, Polyflex SAP,.Polyflex SA Cap FR,
Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet
I
t Refer to Tile Manufacturer's or Adhesive Manufacturer's;Horldo, Product Approval jar Overturning: Moment Resistance Performance.
MEMO ETC, LLC:. Evaluation Report P12060.02.09-1124
Cernf/mte:ofAuthutizat)en#32455 6"EDITIONJ2.017)FBCNON-14VH2.EVALUATION .FLS259-R28
Potyglass Roof Underlayments; (9S4) 233-2230 Revision 24: 01/24/2018
Page 5 of 14
ONEMOjetc.
Allowable Substrates:
5.6.1 Qirect-Bond to Deck:.
Polystick (all variations), Dual Pro, Tile Pro, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet
(FR) self -adhered to:
P New'untreated plywood; ASTM D41 primed new untreated plywood; Existing plywood; ASTM D41 primed existing
plywood New or existing, unprimed OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed
Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods 'ZIP System" Panels
(designed and installed to meet wind loads for project)..
Note: Polyglass does not require priming of new or existing plywood or OSB sheathing. New or existing plywoodor
OSB sheathing should -be cleaned of all dirt and debris prior to application of Polystick membranes.
Elastoflex GTU; Elastoflex S6 G or Elastoflex S6'G FR in hot asphalt to:
➢ ASTM D41 primed' structural concrete.
Polyflex G or Polyflex G FR.torch-applied to:
A ASTM D41 primed, structural concrete.
5.6:2 Bond-to-lnsulatlon:
Polystick (ail variations), Polyflex SAP or -SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered
to:
➢ ASTM C1289, Type R, Class 1 polyisocyanurate or Type V polyisocyanurate-composite insulation; Dens Deck
DuraGuard;.Dens Deck Prime; or SECUROCK Gypsum -Fiber Roof Board.
Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G' FR in hot asphalt to:
Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board.
Polyflex G or PolyflexG FR torch -applied to:
D ASTM D41 primed structural concrete;. Dens Deck Prime or, 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; insulation attachment shag be designed by a qualified design professional and installed based on testing of
the insulation/underlaymentsystem in accordance with,FBC'Section 1504.3.1.
5,63 Bond to Mechanically Attached Base (:aver:
Polystick (ail variations), Polyflex SAP or SAP FIR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or
Tile Pro self -adhered to:
➢ ASTM D226, Type I or 11 felt; Elastobase; Elastobase P or Mule -Hide Nail Base.
Elastoflex G TU, Elastoflex 56'G or Elastoflex S6 G FR'irrhot'asphalt to:
D ASTM D226, Type for If felt; Elastobase;`Elastobase'P, Mule -Hide Nail'Baseor Polyglass G2 Base.
Polyflex G or Polyflex G FR torch -applied for
Elastobase; 'Elastobase 'P, Mule -Hide Nail Base, Polyglass G2'Base or Polyglass APP Base.
For installations under mechanically attached prepared roof coverings; base layer shall be attached per minimum
codified requirements. For installations under foam -on tile systems, base layer shall be attached per minimum
requirements of FRSAjTRI Apri12012'(04-12), Appendix A, Table 1, or as listed in Section 5.6.4 herein, or as tested in
accordance with FBC Section 1504.3.1.
NENIO ETA, L1C Evaleatlun Report P12060.02.09-R24
Cert✓6cate pfAuthprhutlan 032455 6'-a EDITION(2017i Pat NON-HVH2 EVALUATION Fl5259-R28:
'Potyglass Roof Underiayments; (954) 233-12M Revision24: 01/24/2018
Page 6 of 14
CP
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
� �� M1CC 353 CHR15TIAN STREET, UNIT#13
GR� SCANNx® OXFORD, Ci 06478
BY (203) 262-9245
EVALUATION REPORT
TRI-BUILT Materials Group, LLC ,,uunlyEvaluation Report A42960.10.12-116
PO Box,70 FL16048-R6
Rutherford, NJ 07070 Date of Issuance:10/25/2012
(800) 516-1485 Revision 6: 09/25/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the Ste Edition (2017) Florida Building Code
section's noted herein.
DESCRIPTION: TRI-BUILT Roof 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. 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) 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
The facsimile seal appearing was authored by Robert Nleminen,
P.E. on 09/25/2017. This does net serve as on Mactranloll, signed
document.
CERTIFICATION OF INDEPENDENCE:
1. Trintyl 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.
r �
TRINITY � Eaa
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, 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
Property
Standard
Year
1504.3.1
Wind Resistance
FM 4474
2011
1504.3.1
Wind Uplift
UL 1897
2012
1504.6
Accelerated Weathering
ASTM G155
2005
1507.2.4 / 1507.1.1, 1507.2.9.2
Physical Properties
ASTM D1970
2015
1507.3.3
Physical Properties
FRSA/TRI April 2012 (04-12)
2012
3. REFERENCES:
iniitlf
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, LLC. (QUA9625)
Quality Control
Service Confirmation
Exp. 07/18/2020
4. PRODUCT DESCRIPTION:
4.1 Tri-Built Sand-R SA Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS
modified bitumen roof underlayment, with a 36-inch sheet width; meets ASTM D3970.
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 Trinity) ERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC 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, I.I.C. Evaluation Report A42960.10.12-R6
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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 OPTIONSy - • - L-�`
Underlayment
Asphalt
Nail -On Tile
Foam -On Tile
Metal
Wood Shakes
Slate
Shingles
& Shingles
Tri-Built Sand-R SA Shingle
Underlayment
Yes
No
No
No
Yes
Yes
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-1A: ALLOWABLE TILE ADHESIVE/ UNDENULYNiENT ComBINATIDN51
Adhesive'
Florida Product Approval
Underlayments
ICP Adhesives Polyset® AH-160
FL6332
Tri-Built S/AHTTU Underlayment
Dow TileBond'"
FL22525
Tri-Built S/A HT TU Underlayment
5.6 Allowable Substrates:
5.6.1 Direct -Bond to Deck:
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, 0513 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.
' Refer to Tile Manufacturer's or Adhesive Manufacturers Florida Product Approval for Overturning Moment Resistance Performance.
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1 TRINITY 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 Dsf:
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-Built S/A HTTU Underlayment, self -adhered.
#2 Maximum Design Pressure = -67.5 Dsf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Soprema Elastocol 600c
Underlayment: Tri-Built S/A HTTU Underlayment, self -adhered.
#3 Maximum Design Pressure = -150.0 DO
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 Dsf:
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 HT TU Underlayment, self -adhered.
Exterior Research and Design, U.C. Evaluation Report A42960.10.1Z-116
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I
Q-TRINITY ERb,
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 3A.
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 WD1, 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 HTTU 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 (04-121):
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 2i TILESUPPAGE LIMITATIONS FOR DIRECT-DECKTILE INSTALtATION5'
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)
Tri-Built S/A HT TO
Underlayment
Lugged
`ue
E
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\4 I KINTY 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 Underlayment or Tri-Built Smooth HT S/A
Underlayment:
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
fit 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 the membrane 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 HTTU Underlayment 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.
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, LLC. Evaluation Report A42960.10.12-R6
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TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
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