HomeMy WebLinkAboutProduct Approval TRINITY ERD
ROOFING SYSTEM EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Roofing Tiles
Compliance Statement: Entegra Concrete Roof Tiles,as produced by Entegra Roof Tile,Inc.,have demonstrated compliance with
the following sections of the 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
1523.6.5.2 Physical Properties TAS 112 1995
1523.6.5.2 Wind Driven Rain TAS 100 1995
1523.6.5.2.2 Static Uplift Resistance TAS 101 1995
1523.6.5.2.3 Static Uplift Resistance TAS 102 1995
1523.6.5.2.3 Static Uplift Resistance TAS 102(A) 1995
3. REFERENCES:
EnDtt Examination Reference Date
ERD(TST6049) TAS 101 P39740.02.12 02/21/2012
ATL(TST3782) TAS 112 RT0608.01-15 06/12/2015
ATL(TST3782) TAS 112 RT0608.02-15 06/12/2015
ATL(TST3782) TAS 112 RT0608.03-15 06/12/2015
ATL(TST3782) TAS 112 RT0608.04-15 06/12/2015
ATL(TST3782) TAS 112 RT0608.05-15 06/12/2015
Miami-Dade(CER1592) HVHZ Compliance 14-0416.12 11/27/2014
Miami-Dade(CER1592) HVHZ Compliance 14-1120.04 06/18/2015
Miami-Dade(CER1592) HVHZ Compliance 14-1120.05 06/18/2015
Miami-Dade(CER1592) HVHZ Compliance 14-1120.06 06/18/2015
Miami-Dade(CER1592) HVHZ Compliance 14-1120.08 06/18/2015
Tile Roof Institute TAS 100,TAS 101,102,102(A) Membership Confirmation Current
PRI(QUA9110) Quality ASSIJranre Inspection Report 11/04/2015
4. PRODUCT DESCRIPTION:
4.1 BERMUDA FLAT and PLANTATION FLAT are TAS 112,Type 3a(flat-profile)concrete roof tiles.
- 16'
1-1ia•
10•
Y
16•
e.
Plantation Flat
10•\ /
Y
Bermuda Flat
Exterior Research and Design,LLC. Evaluation Report E39310.11.11-1-R2
Certificate of Authorization#9503 FL7804-118
Revision 2:07/02/2015
Page 2 of 7
. .
TRINITY ERD
U ESTATE"S"are TAS 112,Type zb(intedockinX low-profile)concrete roof tiles.
Nail Holes
4.3 BELLA HIGH"S" roof tiles.
..p GALENA SPANISH high-p,onle)concrete roof tiles,
10.1
� UMnATmm :
5.1 This babuilding code evaluation. Neither Trinity IEKDnor Robert Nieminen Pf.are,inany way,the Designer ofRecord
for any project on which this Evaluation Report, orprevious versions thereof, is/was used for permitting ordesign
guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is for use in FBC HVHZ jurisdictions or other jurisdictions adopting FBC HVHZ requirements.
5.3 Fire classification is not part of this evaluation; refer to F8c Section 1516 or current Approved Roofing Materials
Directory for firerating ofthis product.
5.4 Reference is made to FBC Section 1512.4.2.4 regarding field testing of completed tile roof installations.
SS Applicant shall retain the services of an FBC listed,accredited laboratory to perform quarterly tests in accordance with
TAS 112^Appendix YY. Such testing shall besubmitted toTrinity|ERDfor review.
5.6 Minimum underlayment shall comply with the RAS 118,RAS 119 or RAS 120,as applicable. Undedaymenmproducts shall
hold Florida Statewide Product Approval or Local Approval for use in tile roof assemblies in HVHZ jurisdictions.
Exterior Research and Design,LLC. Evaluation Report Eoe3zo.1z.z1-1-na
certiflcatenfA"th"m=ew*saa poun«nm
Revision z:a7/0a/zozu
Page uurr
TRINITY ERD
5.7 Minimum roof deck requirements shall be in accordance with applicable FBC HVHZ requirements.
5.8 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and
F.A.C.Rule 61G20-3.
6. INSTALLATION:
6.1 Entegra Concrete Roof Tiles may be mechanically fastened, mortar-set or adhesive-set. Installation shall comply with
manufacturer's current published instructions, but not less than the requirements of RAS 118, RAS 119 or RAS 120,as
applicable.
6.2 Attachment Calculations: Entegra Concrete Roof Tile shall be evaluated as a'Moment-Based System'in accordance with
RAS 127-11 using the data outlined herein.
TABLE 1:AERODYNAMIC MULTIPLIERS
Tile Batten Application Direct-Deck Application
Bermuda Flat 0.189 0.205
Plantation Flat 0.267 0.289
Bella High"S" 0.349 0.378
Estate"S" 0.267 0.289
Galena Spanish"S" N/A 0.235
TABLE 2: RESTORING MOMENT DUE To GRAVITY-MG(Fr-LBF)
Roof Slope(0)
Tile 2:12<0<3:12 3:12<0<4:12 4:12<9<5:12 5:12<0<6:12 612<9<7:12 8>7:12
Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct
Bermuda Flat 5.22 6.43 5.17 6.37 509 627 4.98 5.15 4.85 5.00 4.72 5.23
Plantation Flat 7.22 7.91 6.85 7.79 6.75 7.67 6.61 7.52 6.44 7.32 y f 6.26 7.04
Bella High"S" 6.19 6.89 6.11 6.80 5.99 6.67 5.85 6.51 5.68 6.33 5.50 6.13
Estate"S" 6.14 6.84 5.91 6.74 5.82 6.64 5.70 6.50 5.56 6.33 5.40 6.14
Galena Spanish"S" N/A 6.20 N/A 6.13 N/A 6.03 N/A 5.89 N/A 5.74 N/A 5.57
Exterior Research and Design,I.I.C. Evaluation Report E39310.11.11-1-R2
Certiflcate of Authorization#9503 FL7804-R8
Revision 2:07/02/2015
Page 4 of 7
TRINITY ERS
TABLE 3A-1: ATTACHMENT RESISTANCE EXPRESSED AS A MOMENT-MF(FT-LBF)
FLAT PROFILE TILES,MECHANICALLY ATTACHED SYSTEMS
Fastener Direct-Deck Direct-Deck
Type # Size Shank Clip (min.15/32" (min.19/32"
Tile yp p plywood) plywood) Battens
Nail One(1) 10d Smooth or Screw N/A 7.3 9.8 4.9
Nail Two(2) lod Smooth or Screw N/A 14.0 18.8 7.4
Nail One(1) lod Smooth or Screw Eave 19.0 19.0 22.1
Nail One(1) 10d Smooth or Screw Field 24.3 24.3 24.2
Bermuda Nail Two(2) 10d Smooth or Screw Eave 31.9 31.9 32.2
y Flat or Nail Two(2) 10d Smooth or Screw Field 35.5 35.5 34.8
Plantation
:Fla=t Nail Two(2) 10d Ring N/A 30.9 38.1 17.2
Nail' Two(2)' 10d' Ring' N/A 50.31 65.5' 48.31
Screw One(1) #8 N/A N/A 30.8 30.8 18.2
Screw Two(2) #8 N/A N/A 51.7 51.7 24.4
'Installation with a 4-inch tile headlap and fasteners located min.2%-inch from head of tile.
TABLE 3A-2: ATTACHMENT RESISTANCE EXPRESSED AS A MOMENT-MF(FT-LBF)
FLAT PROFILE TILES,ADHESNE-SET SYSTEMS
Size(inch) Weight(g)
To To
Tile Application Adhesive Substrate To Tile Substrate To Tile Mf(ft-ibf)
TILE BOND- 1 x 6 1 x 6 -11 -11 40.6
Touch'n Seal-Storm Bond 1.25 x 30 1.25 x 8 -8.3 -10.2 73.2
Bermuda Inter- 3M Foam Roof Tile Adhesive "'5"long ^'4.5"
Flat or Dependent RTA-1;cross-bond oblong across head 9 5 51.8
Plantation 3M 2-Component Foam
Flat Roof Tile Adhesive A111-160 4 x 4 2 x 4 -16 -8 42.8
Independent 3M 2-Component Foam 2 x 7 N/A -30 N/A 50.9
Roof Tile Adhesive AH-160 2 x 10 N/A -45 N/A 91.9
TABLE 313-1: ATTACHMENT RESISTANCE EXPRESSED ASA MOMENT-MF(FT-LBF)
LOW PROFILE TILES,MECHANICALLY ATTACHED SYSTEMS
Fastener Direct-Deck Direct-Deck
Type # Size Shank Clip (min.15/32" (min.19/32"
Tile plywood) plywood) Battens
Nail One(1)2 10d Smooth or Screw N/A 8.82 11.8 2 4.12
Nail Two(2) lod Smooth or Screw N/A 16.4 21.9 7.1
Nail One(1)2 10d Smooth or Screw Eave 19.02 19.02 22.12
Nail One(1)2 30d Smooth or Screw Field 24.32 24.32 24.22
Nail Two(2) lod Smooth or Screw Eave 31.9 31.9 32.2
Nail Two(2) Sod Smooth or Screw Field 35.5 35.5 34.8
Estate"5„ Nail Two(2) 10d Ring N/A 27.8 37.4 28.8
Nail' Two(2)' 10d' Ring' N/A 43.01 67.51 50.91
Screw One(1)2 #8 N/A N/A 25.82 25.8' 22.9'
Screw Two(2) #8 N/A N/A 47.1 47.1 49.1
'Installation with a 4-inch tile headlap and fasteners located min.2#-inch from head of tile.
2 For one(1)fastener installations,utilize hole that is approximately 4%-inch from the interlocking edge.
Exterior Research and Design,I.I.C. Evaluation Report E39330.31.11-1-R2
Certificate of Authorization#9503 FL7804-Rg
Revision 2:07/02/2015
Page 5 of 7
TRINITY ERD
TABLE 3B-2: ATTACHMENT RESISTANCE EXPRESSED AS A MOMENT-MF(FT-LBF)
LOW PROFILE TILES,MORTAR&ADHESIVE-SET SYSTEMS
Size(inch) Weight(g)
To To
Tile Application Adhesive Substrate To Tile Substrate To Tile Mf(ft-lbf)
TILE BOND- 1 x 6 1 x 6 -11 -11 43.8
Touch'n Seal-StormBond 1.25 x SO 0.75 x 10 -8.4 -5.1 41.8
Inter- 3M Foam Roof Tile Adhesive "'5"long -4.5 across -6 "5 44.0
Dependent RTA-1;cross-bond oblong head
Estate"S" 3M 2-Component Foam 4 x 4 2 x 4 -16 -8 49.9
Roof Tile Adhesive AH-160
3M 2-Component Foam 2 x 7 N/A "30 N/A 36.5
Independent Roof Tile Adhesive AH-160 2 x 10 N/A -54 N/A 60.4
Mortar Per RAS 120 and Product Approval of Mortar Mfgr 20.6
TABLE 3C-1: ATTACHMENT RESISTANCE EXPRESSED AS A MOMENT-MF(FT-LBF)
HIGH PROFILE TILES,MECHANICALLY ATTACHED SYSTEMS
Fastener Direct-Deck Direct-Deck
Type # Size Shank Clip (min.15/32" (min.19/32"
Tile plywood) plywood) Battens
Nail One(1) lod Smooth or Screw N/A 5.1 6.8 2.8
Nail Two(2) 10d Smooth or Screw N/A 6.9 9.2 7.3
Nail One(1) 10d Smooth or Screw Field 23.1 23.1 19.0
Bella High Nail One(1) 10d Smooth or Screw Eave 29.3 29.3 24.0
"S"or Nail Two(2) 10d Smooth or Screw Field 27.6 27.6 38.6
Galena Nail Two(2) SOd Smooth or Screw Eave 38.1 38.1 41.8
Spanish Nail Two(2) 10d Ring N/A 28.6 41.2 19.4
5 Nail' Two(2)' 10d' Ring' N/A 33.1' 48.1' 50.91
Screw One(1) #8 N/A N/A 20.7 20.718.1
Screw Two(2) #8 N/A N/A 43.2 43.2 29.8
'Installation with a 4-inch tile headlap and fasteners located min.2F-inch from head of tile.
TABLE 3C-2:ATTACHMENT RESISTANCE EXPRESSED AS A MOMENT-MF(FT-LBF)
HIGH PROFILE TILES,MORTAR&ADHESIVE-SET SYSTEMS
Size(inch) Weight(g)
To TO
Tile Application Adhesive Substrate To Tile Substrate To Tile Mf(ft-lbf)
TILE BOND- 1 x 6 1 x 10 -11 -22 48.1
Touch'n Sea[-StormBond 1.25 x 10 0.75 x 8 -8.4 -3.9 51.6
Inter- 3M Foam Roof Tile Adhesive two(2)"'6" "10"across
Bella High ^'12 each ^'15 36.2
"S"or Dependent RTA-1;cross-bond long oblong head
Galena 3M 2-Component Foam 4 x 4 2 x 4 -16 -8 30.1
Spanish Roof Tile Adhesive AH-160
S 3M 2-Component Foam 2 x 7 I N/A 1 `30 N/A 48.5
Independent Roof Tile Adhesive AH-160 2 x 10 1 N/A 1 ^63 N/A 93.5
Mortar Per RAS 120 and Product Approval of Mortar Mfgr 24.5
Exterior Research and Design,I.I.C. Evaluation Report E39310.11.11-1-R2
Certificate of Authorization#9503 FL7804-R8
Revision 2:07/02/2015
Page 6 of 7
TRINITY ERD
7. LABELING:
7.1 Each unit shall bear the imprint or identifiable marking of the manufacturer's name or logo,as detailed below. Tile lots
shall be labeled in accordance with the requirements of the Accredited Quality Assurance Agency noted herein.
OR
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:
Okeechobee,FL
10. QUALITY ASSURANCE ENTITY:
PRI Construction Materials Technologies,LLC.—QUA9110;(813)621-5777
-END OF EVALUATION REPORT-
Exterior Research and Design,U.C. Evaluation Report E39330.11.11-1-R2
Certificate of Authorization#9503 FL7804-118
Revision 2:07/02/201S
Page 7 of 7
EXTERIOR RESEARCH&DESIGN, I.I.C.
Certificate of Authorization#9503
TRINITY ERD 353 CHRISTIAN STREET, UNIT#13
OXFORD, CT 06478
tiCt
PHONE: (203) 262-9245
FAX: (203) 262-9243
EVALUATION REPORT
Polyglass USA, Inc. Evaluation Report P12060.02.09-R20
150 Lyon Drive FL5259-1124
Fernley, NV 98408 Date of Issuance:02/24/2009
Revision 20:07/22/2015
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 5th Edition (2014) Florida Building Code sections noted
herein.
DESCRIPTION: Polyglass 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 I ERD requires a complete review of this Evaluation Report
relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words •TrinitylERD 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 12. (�
Prepared by:
,os� Vit.�•t •..
\,(.Q r Jit�•�,��•�;
'.d'Cj.s�o=539`96
y it= The facsimile seal appearing was authorized by Robert Nieminen,
�•:s'=�`,:, �;a,,; P.E.on 07/22/2015. This does not serve as an electronically
04,.,x__ cry
Robert J.M. Nieminen,P.E. � ' transmsigned itted tothe Product Approval Adm nistrator and to the
Florida Registration No.59166,Florida DCA ANE1983 .u..ou„.t`
named client
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD 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. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity I 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.
TRINITY ERD
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 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 Uplift FM 4474 2004
1504.6 Accelerated Weathering ASTM G154 2006
1504.6 Accelerated Weathering ASTM G155 2005
1507.2.3,1507.3.3,1507.5.3,1507.7.3, Physical Properties ASTM D226 2006
1507.8.3,1507.9.3
1507.2.4,1507.2.9.2,1507.5.3,1507.7.3 Physical Properties ASTM D1970 2009
1507.11.2 Physical Properties ASTM D6164 2005
1507.11.2 Physical Properties ASTM D6222 2008
1507.3.3 Installation Practice FRSA/TRI April 2012 2012
1523.6.5.2.1 Physical Properties TAS 103 1995
3. REFERENCES:
Entity Examination Reference Date
FM Approvals(TST 1867) Wind Uplift 3004091 01/12/2000
PRI(TST 5878) Physical Properties PRIO1111 04/08/2002
PRI(TST 5878) Physical Properties PUSA-005-02-01 01/31/2002
PRI(TST 5878) Physical Properties PUSA-013-02-01 12/23/2002
PRI(TST 5878) Physical Properties PUSA-013-02-02 12/23/2002
PRI(TST 5878) Physical Properties 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 5878) 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 JX20H7A 04/01/2008
MTI(TST 2508) 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(TST 6049) Physical Properties P5110.04.07-1 04/11/2007
ERD(TST 6049) Wind Uplift P9260.03.08 03/21/2008
ERD(TST 6049) Physical Properties P13450.08.09 08/13/2009
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
Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R20
Certificate of Authorization#9503 FL5259-1124
Revision 20:07/22/2015
Page 2 of 12
TRINITY ERD
Enti Examination Reference Date
ERD(TST 6049) Physical Properties P33370.04.11 04/26/2011
ERD(TST 6049) Physical Properties P37300.10.11 10/19/2011
ERD(TST 6049) Physical Properties P40390.08.12-1 08/06/2012
ERD(TST 6049) Physical Properties P40390.08.12-2 08/07/2012
ERD(TST 6049) Physical Properties C41420.09.12-3 09/11/2012
ERD(TST 6049) Wind Uplift P39680.03.13 03/04/2013
ERD(TST 6049) Physical Properties P45370.04.13 04/26/2013
ERD(TST 6049) Wind Uplift P1738.02.07-R2 04/29/2013
ERD(TST 6049) Wind Uplift 11757.04.01-1-RI 04/30/2013
ERD(TST 6049) Wind Uplift P41630.08.13 08/06/2013
ERD(TST 6049) Wind Uplift P11751.05.03-R1 11/26/2013
ERD(TST 6049) Wind Uplift P11781.11.03-R1 11/26/2013
ERD(TST 6049) Physical Properties P45270.05.14 05/12/2014
ERD(TST 6049) Physical Properties 6020.07.14-1 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-2 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-3 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-4 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-5 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-6 09/08/2014
ERD(TST 6049) Physical Properties P46520.10.14 10/03/2014
ERD(TST 6049) Physical Properties P44360.10.14 10/07/2014
ERD(TST 6049) Physical Properties P43290.10.14 10/17/2014
ERD(TST 6049) Physical Properties PLYG-SC7550.03.15 03/24/2015
ERD(TST 6049) Physical Properties P40390.04.15 04/03/2015
ERD(TST 6049) Wind Uplift PLYG-SC8905.15 07/22/2015
ICC-ES(EVL 2396) IBC Compliance ESR-1697 11/01/2014
Miami-Dade(CER 1592) HVHZ Compliance NOA 14-0717.08 01/22/2015
Polyglass USA Manufacturing Affidavit Products Current 02/18/2009
Polyglass USA P/L Affidavit Nlule-Hide Cross Ltg 03/01/2008
Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011
UL,LLC.(QUA9625) Quality Control Service Confirmation,R14571 Exp.08/08/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation,MTS PLUS Exp.07/01/2017
4. PRODUCT DESCRIPTION:
4.1 Mechanically Fastened Underlayments:
4.1.1 Elastobase is a fiberglass reinforced,SBS modified bitumen base sheet.
4.1.2 Elastobase P is a polyester-reinforced,SBS modified bitumen base sheet.
4.2 Self-Adhering Underlayments:
4.2.1 Polystick MTS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced
with polyolefinic film surface;meets ASTM D1970 and TAS 103.
4.2.2 Polystick MTS PLUS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced,
surfaced with poly-film surface;meets TAS 103.
4.2.3 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an
aggregate surface;meets ASTM D1970.
4.2.4 Polystick TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced, with a
polyester fabric surface;meets ASTM D1970 and TAS 103.
4.2.5 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane,glass-fiber/polyester reinforced,
with a granular surface;meets ASTM D1970 and TAS 103.
44.2.6 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/m2 polyester
fabric surface;meets ASTM D1970 and TAS 103.
Exterior Research and Design,LLC. Evaluation Report P12060.02.09-1120
Certificate of Authorization#9503 FL5259-RZ4
Revision 20:07/22/2015
Page 3 of 12
'
. .
TRINIU �
TY U U "—^^�����
4.2.7 Polyflex SAP, Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet (FR) ere polyester
reinforced,APP modified bitumen cap sheets;meet ASTM OBZ .
4.2.8 Polystick Dual Prulm is a nominal 50-mU thick dual-layer rubberized asphalt waterproofing membrane, fiberglass
reinforced,with apolyester fabric surface;meets ASTM D1970.
4.2.9 Po|ystich Tile PrOTM is a nominal 60'mU thick dual-layer rubberized asphalt waterproofing membrane, fiberglass
reinforced,with apolyester fabric surface;meets ASTM D1B7Oand TAS 1O3.
4.3 Mechanically Fastened and/or Bonded Underlayments:
4.3.1 E/astoflex36G and Elastoflex S6 G FR are polyester reinforced,SBS modified bitumen cap sheets;meet ASTM D6164.
4.3.2 Polyflex G and Polyflex G FR are polyester reinforced,APP modified bitumen cap sheets;meet ASTM D6222.
S. WnwT|omy:
5.1 This is building code evaluation. NeitherThnby/ERD nor Robert Nieminen, P.E. are, in anyway' the Designer of
Record for any project onwhich this Evaluation Report, orprevious versions thereof, is/was used for permitting or
design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report isnot for use inthe HVH2.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire
ratings mfthis product.
5.4 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced
within FQCapproval documents. if not listed,a request may be made to the AHJ for approval based on this evaluation
combined with supporting data for the prepared roof covering.
5.5 Allowable Roof Covers:
TAEILE I: ROOF COVER OPTIONS
Underlayment A, Nail-On Tile Foam-On Tile late
Yes Yes
Elastobase Yes (base layer in 2-ply (base layer in 2-ply Yes Yes Yes
system) system)
Yes Yes
Elastobase P Yes (base layer in 2-ply (base layer in 2-ply Yes Yes Yes
system) system)
Polystick MTS Yes Yes No Yes Yes Yes
Polystick MTS PLUS Yes Yes No Yes Yes Yes
Polystick I R-Xe Yes No No No Yes Yes
Polystick TU P Yes Yes Yes No Yes Yes
See 5.5.1
Pol,,tick TU Plus Yes Yes Yes Yes Yes Yes
See 5.5.1
Polystick TU Max No Yes Yes Yes No No
See 5.5.1
Potystick Dual Pro- Yes Yes No Yes Yes Yes
Polystick Tile Pro Yes Yes Yes Yes Yes Yes
See 5.5.1
Elastoflex S6 G Yes Yes Yes No Yes Yes
See 5.5.1
Elastoflex SIS G FR Yes Yes No No Yes Yes
Polyflex G Yes Yes Yes No Yes Yes
See 5.5.1
Polyflex G FR Yes Yes No No Yes Yes
Polyflex SAP or SAP FR Yes Yes Yes No Yes Yes
Yes Yes See S.5.1 0 Yes Yes
Mule-Hi4e SA-APP Cap Sheet
roruS'A-APP Cap Sheet(FR)
Exterior Research and Design,Lux. Evaluation Report p12neo.00.09+Rom
Certificate efAuthvuzauo,#9S0s FL5259'Ro4
Revision 20:07/22/201S
Page 4ofza
'
��« �
TRINITY� Y '—^`�^���
5.5.1 "Foam-On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long term aging
data from anaccredited testing laboratory isprovided.
�
31VIT" 2-Cmnnpmwmet Roof Tile Adhesive AH-160 (Fk6332): Po|ystickTU p, Pu|ystick TU Plus, Po|ystickTU Max,
E|astnflexSGG' Po|yUexG, Po\yDexSAP, Po|yOexSACap FR' Mule-Hide SA-APP Cap Sheet or KAu|e'HideSA`APP
Cap Sheet(FR)orTile Pro.
,' 3HNI Foam Roof Tile Adhesive RTA'1(FLG276): PoiystickTUp' Po|ystickTUPlus, Pu\ysti:kTUMax, E|astof(exS6
G,Polyflex G, Poiyflex SAP, Polyflex SA Cap FR, Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR)
orTile Pro
`/ Dow TileBond(FL717): Polystick TU P,Polystick TU Plus, Polyflex SAP or Tile Pro
�
Convenience Products'Touch ^nSeal BtormBondRoof Tile Adhesive (FL145O6)- Po\ysLickTUPlus, Po|yatiokTU
Max
5.6 Allowable Substrates:
5.6.1 Direct-Bond to Deck:
Poksdck(nU variations),Dual Pro,Tile Pro PdyOexSAP orSAP FR,Mule-Hide SA-APP Cap Sheet orSA-APP Cap Sheet
(FR)self-adhered to:
»^ 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 tomeet wind loads for pnoject).
Note: Polyglass does not require priming of new or existing plywood or OSB sheathing. New orexisting plywood or
OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes.
E|astn#exSG6or66GFRinhot asphalt to:
t~ ASTM D41primed structural concrete.
Po1yf|exGnrGFRtorch-applied to:
�, ASTM D41primed structural concrete,
5.6.2 :
Po|ystick(all variations), Po|yOexSAP or SAP FR' Mule-Hide SA-APP Cap Sheet orSA'APP Cap Sheet(FR)self-adhered
to:
> ASTM C1289, Type U' Class 1 polyisocya n u rate or Type V pnhyisocyanurate-composite insulation; Dens Deck
DunaGuard;Dens Deck Prime;orSECUROCKGypsum-Fiber Roof Board.
E|axtoflexS6GorSGGFRinhot asphalt to:
t~ Dens Deck Prime mrSECUAOCKGypsum-Fiber Roof Board.
Po|yOexGorGFRtorch-applied to:
> 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 cowering manufacturer's Product Approval. For installations unde,foam'on tile
systems, insulation attachment shall be designed by qualified design professional and installed based on testing of
the insulation/underlayment system in accordance with FBC Section 1504.3.1.
Exterior Research and Design,LLC. Evaluation Report P12nso.02.09;RmU
Certificate pyAuthorization mea3 Fc5259-1124
Revision 20:P7/22/20z5
Page snf12
. .
K�
� UU� �
U N U U n—:»�����
5.6.3 Bond to Mechanically Attached Base Laver:
Polystick (all variations), Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or
Tile Pro self-adhered to:
> ASTM D2Z6,Type|or||felt;E}agobaae;E|agobasePorMule-Hide Nail Base.
E|astofex66Gor6GGFRinhot asphalt to:
> ASTK8D2Z6,Type/or|!felt;E|agobase;E|agobasePorMule-Hide Nail Base.
Po|yOexGorGFRtorch-applied to:
> E|astobase;E|astobasePorMule-Hide Nail 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 ofFRS/VTR|April 2013(O4'13),Appendix A,Table 1'oraslisted inSection 5.6.4herein, urastested }n
accordance with FBCSection 15O4.3.1.
5.6.4 : FR5A/TN 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 under|ayment systems that are not
addressed in FRSA/TRI April 2012(04-12)and are used in foam-on tile applications. Maximum Design Pressure isthe
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 IA or FBC 1609 for determination of design wind loads.
5.6.4.1 Maximum Design Pressure=-90 psf.
Deck: Min.15/3Z-inchplywood tmmeet project requirements oosatisfaction ofAH].
Primer: <Optkona|>PG1UOu,ASTM D41
Base Ply: (Op«iooa|)Po|wmickMTS PLUS,self-adhered
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max, Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR)'se|f-adhened.
5.6.4.2 '
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (O[tkonaVPG1OOnrASTM D41
Joints: Min.4fnchwide strips ofE/aso0exSA+vover all plywood joints.
Base Ply: <OptiooaVPo|ystickMTS PLUS,self-adhered
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),se|f-adheved.
5.6.4.3 Maximum Design Pressure=-315 Dsf.
Deck- Structural concrete mmeet project requirements msatisfaction ofeu.
Primer: Pa100orASTM D41
Base Ply: (0ptinna|)Pn|ysdckMTS PLUS,self-adhered
Underlayment:Polystick TLI P, Polystick TU Plus,Polystick TU Max,Tile Pro, Polyflex SAP, Polyflex SAP FR, Mule-Hide SA-APP Cap
Sheet and Mule-Hide SA-APP Cap Sheet(FR}'se|f-adhered.
5.o.4.4 .
Deck: Structural concrete tomeet project requirements tusatisfaction ofAH].
Primer: Ps1Ooo,ASTM o41
Under|aympnt:ElastoflexS6 G~applied in full mopping ofhot asphalt orPu|yOex G,torch-applied.
s.a4.s Maximum Design Pressure=-30.0 psf*.
Deck: Min.15/3Bnch OSB to meet project requirements msatisfaction ofx0.
Base Sheet: BastnbeseorMule-Hide Nail Base(pn(y-fi(mtop surface)
Fasteners: 11ga.x125'inchlong x1'inchhead diameter round metal cap nails
Spacing: 6'inchu.c.at the 3-Inch wide side laps and 6-inch o.c,at two(2)equally spaced staggered center rows.
Base Ply: (OptionaVPu|ystickMTS PLUS,self-adhered
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(pn)'se|f-ndhened.
Exterior Research and Design,I.I.C. Evaluation Report Px2Van.o2.oe'*zo
Certificate of Authorization#9503 F1.5259-1124
Revision 20:07/22/2015
Page s«*za
TRINITY ERD
5.6.4.6 Maximum Design Pressure=-37.5 psf*.
Deck Min.z5/3Z-inchplywood momeet project requirements tnsatisfaction ofA*].
Base Sheet: ElastnbasenrMule-Hide Nail Base(po|y-fi|mtop surface)
Fasteners: 11ga.xz25-inchlong x1-inchhead diameter round metal cap nails
Spacing: 6incho.c.atthe 3'inchwide side laps and 6'inchoz.attwo<qequally spaced staggered center rows.
Base Ply: <Dp«iunaVPn|yst/okMTS PLUS,self-adhered
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR)'se|f-adhe,ed.
5.0.4.7 Maximum Design Pressure=-37.5 psf*.
Deck: mm.19y32-inmplywood tomeet project requirements tosatisfaction of4H|.
Base Sheet: One(1)mrtwo(J)layers ASTM nZ26,Type Ufelt
Fasteners: 11Va.x1.25-inchlong xl,inchhead diameter round metal cap nails
Spacing: 6-inchn.c.atthe J'|nchwide side laps and 12-incho.cattwo(2)equally spaced staggered center rows.
Uoder|ayment:EbstofexS6G'applied infull mopping ofhot asphalt.
s.a*.a Maximum Design Pressure=-45 psf*.
Deck: Min.z9/32-inchplywood tomeet project requirements tnsatisfaction ufAHJ.
Base Sheet: One(z)layer ASTM DZI6,Type||felt
Fasteners: 11Qa.x1.25-inchx3/8'inchhead diameter annular ring shank roofing nails at1'5/8'inch diameter tin caps
Spacing: 4-inch o.c.at the 2-inch wide side laps and 4-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (Optional;for use with self-adhering underlayment only)Polystick MTS PLUS,self-adhered
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Po|yflexSAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex S6 G,applied in full mopping of hot asphalt.
5.64.9 Maximum Design Pressure=-45 i)sf*.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Two(Z)layers ASTM D2l6,Type Ufelt
Fasteners: I1ga.x125-inchlong x3/ginchhead diameter annular ring shank,onfingnails at1-5/8'inch diameter tin caps
Spacing: 9'|nchoz.atthe Z-inchwide side laps and 9'incho.c.at two(Z)equally spaced staggered center rows.
Base Ply: (Optional;for use with self-adhering underlayment only)Polystick MTS PLUS,self-adhered
Underiayment: Polystick TU P,Poiystick TU Plus, Polystick TU Max, Polyflex SAP,Polyflex SAP FR, Muie-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FRI,self-adhered or Elastoflex S6 G,applied in full mopping of hot asphalt.
s.o-«.zo Maximum Design Pressure=-45 psf.
Deck: Min.15/32-indbplywood tumeet project requirements tosatisfaction of4Hl
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex KxAXxCap Fasteners
Spacing: 9-inch o.c.at the 2-inch wide side laps and 18-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.a4.11 .
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex KxAXxCap Fasteners
Spacing: 9-inch o.c.at the 2-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment:Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.12 .
Deck: Min.15/3Z-indhplywood tomeet project requirements tosatisfaction ofAHJ.
Base Sheet: BastobaseurMule-Hide Nail Base(poh-filmtop surface)
Fasteners: Simplex Original Cap Nails
Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows.
Base Ply: (Opt|una|)Po|ystickMTS PLUS,self-adhered
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet{Fn).se|f-adhpred.
Exterior Research and Design,LLC. Evaluation Report Ptaoao.o2.ae'pao
Certificate qyAuthorization m9Suy pL5259-R24
Revision 20:07/22/2015
Page of 12
. .
�
TRINITY ^~'^����
5.6.4.13 Maximum Design Pressure=-52.5 ps .
Deck Min.z5/3Z-inxhplywood uzmeet project requirements tosatisfaction ofAH].
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex Original Cap Nails
Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows.
Underlayment:Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.14 Maximum Design Pressure=-60 psf.
Deck: Min.19/3Z-inchplywood tomeet project requirements tosatisfaction ofAHJ.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 8-inch o.c.at the 4-inch wide side laps and 8-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4,15 Maximum Design Pressure=-60 psf.
Deck: Min.19/32-Inchplywood onmeet project requirements uzsatisfaction cfAHJ.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: nxxG#1ZStandard Roofg,pwith nywGFlat Bottom Metal Plates
Spacing: 12-inch o.c.at the 4-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment:Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.16 .
Deck: Min.z5/3u-inchplywood oomeet project requirements u`satisfaction vfA*/.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex rNAXXCap Fasteners
Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows.
Vndedayment:Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.17 Maximum Design Pressure=-90 psf.
Deck: Min.1S/]J-inchplywood tnmeet project requirements tosatisfaction nfAH1
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: O^x5#12Standard noof«,ipor0^xGu14Heavy Duty with 0^x63^nm.ndMetal Plates tor nwGFlat Bottom Metal
Plates
Spacing: 6'inchn.cat the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment:Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.0.4.10 Maximum Design Pressure=-90 psf.
Deck: Min.1S/]Zinchplywood tomeet project requirements tusatisfaction ofAV .
Base Sheet: Bastvbase(sanded top surface)
Fasteners: Tmfa,t#1IDPurTmfa,t#z4Howith Tmh,st3^Metal Insulation Plates
Spacing: mncho.cauthe 4-iochwide side laps and e'm:hn.c.at three(3)equally spaced staggered center rows.
Unde,laymeot:ElastvfeuS6G,applied infull mopping ofhot asphalt.
5.6.4.19 Maximum Design Pressure=-97.5 psf.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: E|astohaseorMule-Hide Nail Base(poly-fi\mtop surface)
Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: +inchn.c.at the 4-inch wide side laps and 4-inch o.c.at four(4)equally spaced staggered center rows.
Base Ply: (Dp$iona|)Po|ystickMTS PLUS,self-adhered
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(po)',e|f-adhered.
5.6.4.20 .
Deck: Min.z5/32-inchplywood tomeet project requirements tosatisfaction ofA|y.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex xxAomCap Fasteners
Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
Exterior Research and Design,��C. Evaluation Report p12me0.02.0e'11oV
cmtifticamvofAuthorization*wsu3 Fc52e*M24
Revision 20:07/22/2015
Page aof1a
TRINITY ERC?
5.6.4.21 Maximum Design Pressure=-112.5 psf.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AH1,
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: 11 ga.x 1,25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows.
Primer: PG100 or ASTM D41 primer at all tin-caps
Base Ply: Polystick MTS PLUS,self-adhered
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
5.6.4.22 Maximum Design Pressure=-120 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AH1.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal
Plates
Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows.
Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.23 Maximum Design Pressure=-120 Psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AH1.
Base Sheet: Elastobase(sanded top surface)
Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates
Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows.
Underlayment:Elastoflex S6 G,applied in full mopping of hot asphalt.
5.6.4.24 All other direct-deck, adhered Polyglass underlayment systems beneath foam-on tile systems carry a Maximum
Design Pressure of-45 psf.
5.6.4.25 For mechanically attached base sheet in a 2-ply system,the maximum design pressure for the selected assembly shall
meet or exceed the Zone 1 design pressure determined in accordance with FRSA/TRI April 2012(04-12),Appendix A,
Table 1A or FBC 1609. 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 RAS 117, FM LPDS 1-29 and ANSI/SPRI WD1.
Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.S.1(a) of FM LPDS 1-29 for Zone
2/3 enhancements.
5.7 Exposure Limitations:
Elastobase or Elastobase P shall not be left exposed for longer than 30-days after installation.
Polystick IR-Xe shall not be left exposed for longer than 90-days after installation.
Polystick MTS, MTS PLUS,TU P,TU Plus, TU Max, Dual Pro or Tile Pro shall not be left exposed for longer than 180-
days after installation.
Polyflex SAP or SAP FR, or Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not have an exposure
limitation, unless the prepared roof covering is to be adhesive-set tile, in which case the maximum exposure is 30
days.
Elastoflex S6 G or S6 G FR or Polyflex G or G FR does not have an exposure limitation, unless the prepared roof
covering is to be adhesive-set tile (Elastoflex S6 G or Polyflex G only), in which case the maximum exposure is 180
days.
Exterior Research and Design,LLC. Evaluation Report P12060.02.09-1120
Certificate of Authorization#9503 FL5259-R24
Revision 20:07/22/2015
Page 9 of 12
�
TRINITY KU n—^^����
6. INSTALLATION:
61 Polygass Roof Undedaymentsshall be installed in accordance with Polyglass 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 toremove
any dust and debris prior to application,and prime the substrate(if applicable).
6.3 Elastobase,Elastobase P or Mule-Hide Nail Base:
6.3.1 Shall be installed in compliance with the codified requirements for ASTM D226,Type 11 underlayment in FBC Sections
15O7for the type ofprepared roof covering tobeinstalled,
6.3.2 Non-Tile Applications:
Reference is made to the current edition of the NRCA Steep-slope Roofing Manual and ARMA recommendations for
installing shingle under|aymen/s;and flashings
E|aytnbase, E|asto6ase P or Mule-Hide Nail Base may be covered with a layer ofPolys ick, Po{yOexSuP or SAP FR,
Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR),Dual Pro or Tile Pro,self-adhered,Elastoflex S6 G or S6 G FR in
hot asphalt orPo|yMex6nrGFR,torch applied.
6.3.3 Tile Applications:
Reference is made to FRSA/TRI April 2012(04-12)Installation Manual and Table 1 herein,using the instructions noted
above asaguideline.
6.4
APP Cap Sheet(FRI.Dual Pro or Tile Pro:
6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970under|aymentin FBCSec1|ons 1507
for the type ofprepared roof covering tubeinstalled.
6.4.2 Direct-to-Deck with Mechanically Fastened Roof Covers:
All self-adhering materials,with the exception ofPolys ickTU Plus, PolyOexSAP or SAP FR and Mule-Hide SA-APP Cap
Sheet or SA-APP Cap Sheet(FR) should be back-nailed in selvage edge seam in accordance with Polyglass 11 Mule-Hide
Back Nailing Guide. Nails shall be corrosion resistant, 11 gauge ring-shank type with a minimum 1-inch diameter
meta|d|skorSimp|ex-typemeta|capnai/,ataminimumrateof12"o.c. Po|ystickTUP|usshou|dbehach'nai/edudng
the above noted fasteners and spacing, in area marked "nail area, area para c|avar" on the face of membrane. The
head lap membrane istocover the area being back-nailed
All seal-lap seams (selvage laps) must be
firmly mmUe6 with e minimum 28 }b. hand
roller toensure full contact and adhesion.
For Dual Pro and Tile Pro, align the edge of
the top sheet to the end of the glue pattern
(the sheet will overlap the fabric).
View ofme|epSeam mDual Pro and Tile Pro
All over-fabric and over-granule end-laps shall have a 6-inch wide, uniform layer ofPo/yp|usS0 Premium Modified
Wet/Dry Cement or Polyglass PG500 Modified Cement applied in between the application of the lap.
Polystick TU Plus, Dual Pro and Tile Pro may not be used in any exposed application such as crickets,exposed valleys,
nrexposed roof towall details
Exterior Research and Design,I.LC. Evaluation Report p12o6O.o2.09-n2n
p��2s��n�4
�����Ap�u��n��
Revision 20:07/22/2015
Page zopfzo
. '
U
�TRINITY U ^—/»�=��
Repair ufPolystick membranes is to be accomplished by applying Pn|yp|us SD Premium Modified Wet/Dry Cement ur
PolyA|aas PG500 Modified Cement to the area in need of repair, followed by minimum 6 6 inch patch of the
Po|ystick material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed' shall be
installed|nawater shedding manner.
All Po|ystick membranes shall beinstalled toensure full contact with approved substrates. Po|yg|ass requires a
minimum of 40-lb weighted-roller or,on steep slopes, use of a stiff broom with approximately 40-lbs of load applied
for the field membrane. Hand rollers are acceptable for rolling of patches,laps(min.28 lb roller)or small areas of the
roof that are not accessible toolarge roller orbroom.
6.4.3 Tile Applications(not allowed for Polystick IR-Xe),
Reference is made to FRSA/TRI April 2012(04-12) Installation Manual and Table 1 herein,using the instructions noted
above asaguideline.
For mechanically fastened tile roofing over 2-ply system,consisting of base sheet and self-adhering top sheet(s),base
sheet fastening shall benot less than FRSA/TR|April IO1Z(O4'lI),Table 1.
For adhesive-set tile applications,refer toSection S.6.4herein.
For nail-on tile systems over Po|yst1chMTS,battens are required for loading/staging ofthe tile.
For nail-on tile systems over Po|ystickMTS PLUS:
> Battens are required for loading/staging of lugged tile regardless of slope.
> Battens are required for loading/staging of flat tile at slopes in excess of 5:12.
6.4.4 Two(2)Ply Underlayment Systems:
PolystickMTS or MTS PLUS followed byPolysdck MTS, MTS PLUS,TU P,TU Plus,TU Max, Ti|ePxmor Pulyflex5AP is
allowable for use under mechanically.attached prepared roof systems. Limits ofuse are those associated with the
top-layer material. This is not a requirement,but is allowable if a 2-ply underlayment system is desired.
Po|ystick K473 PLUS followed by Polys ickTU P' TU Plus, TU Max, TUePro or Pn|yOex SAP is allowable for use under
foam-on tile systems. Limits of use are those associated with the top-layer material. This is not a requirement, but is
allowable ifaZ'p|yunder|aymentsystem isdesired.
6.5 Ellastoflex S6 G or S6 G FIR:
6.5.1 Elastoflex S6 G or S6 G FR shall be installed in compliance with current Polyglass published installation requirements.
For use intile applications,reference|smade moFRS//TR{April 2012(04'12)Installation Manual and Table 1herein.
6.5.2 E|astoflexS6GorS6 G FR shall befully asphalt-applied tothe substrates noted in Section 5.6. Side laps shall be
minimum 3-inch and end-laps minimum 6-inch wide, off-set minimum 3 feet from course to course. Side and end
laps shall befully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8'inch
beyond the lap edge.
6.6
6.6.1 Polyflex G or G FR shall be installed in compliance with current Polyglass published installation requirements. For use
in tile applications,reference is made FRSA/TR1 April 2012(04-12)Installation Manual and Table 1 herein.
6.6.2 Po|yf|exG or FR shall befully torch-applied tuthe substrates noted in Section 5.6. Side laps shall be minimum 3'
inch and end-laps minimum 6-inch wide, off-set minimum ]feet from course to course. Side and end laps shall be
fully heat-welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap edge.
6.7 Tile Staging:
6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to
Po|y0!asspublished requirements for tile staging.
6.7.2 Battens and/or Counter-battens,as required by the tile manufacturer and FRSA/TR1 April 2012(04-12) must be used
on all roof slopes greater than 7:12. Precautions should betaken as needed, such aathe use ofbattens ornail-
boards,to prevent tile sliding and/or damage to the underlayment during the loading process.
6.7.3 For naii-on tile systems over Polystick MTS,battens are required for loading/staging of the tile.
Exterior Research and Design,UC. Evaluation Report p12060.u2'09-1120
F���s�'m��
c�����v�u��m��
Revision 20:07/22/2015
Page z1cf 12
TRINITY ERD
6.7.4 For nail-on tile systems over Polystick MTS PLUS:
➢ Battens are required for ioading/staging of lugged the regardless of slope.
➢ Battens are required for loading/staging of flat tile at slopes in excess of 5:12.
6.7.5 The minimum cure time after installation of self-adhering membranes and before loading of roofing tiles is forty-eight
(48)hours.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C.Rule 61G20-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
Exterior Research and Design,LLC. Evaluation Report P12060.02.09-1120
Certificate of Authorization#9503 FL52S9-R24
Revision 20:07/22/2015
Page 12 of 12