HomeMy WebLinkAboutEVALUATION REPORTTRINFTY ERD
EVALUATION REPORT
SCANNED
BY
St. Lucie County
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
(203)262-9245
Polyglass USA, Inc. Evaluation Report P12060.02.09-1123
150 Lyon Drive FL5259-R27
Fernley, NV 98408 Date of Issuance: 02/24/2009
(570) 384-1230 Revision 23: 09/14/2017
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 61h Edition (2017) 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) 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 "TrinityiERD 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 thejob site at the request of the Building official.
This Evaluation Report consists of pages 1 through 14.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCAANE1983
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 09/14/2017. This does not serve as anelectronically
signed document.
CERTIFICATION OF INDEPENDENCE:
1. Trinity 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. 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.
ROOFING COMPONENT EVALUATION:
1.
2.
cil
TRIMFFY ERD
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 Su Edition (2014) Florida Building Code through testing in accordance with the following Standards.
Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein.
STANDARDS:
Section
Pra a
Standard
Year
1504.3.1
Wind Uplift
FM 4474
2011
1504.3.1
Wind Uplift
UL 1897
2012
1507.2.3 / 1507.1.1
Physical Properties
ASTM D226
2009
1507.2.4 / 1507.1.1, 1507.2.9.2
Physical Properties
ASTM D1970
2015
1507.3.3
Physical Properties
FRSA/TRI April 2012
2012
1507.11.2
Physical Properties
ASTM D6164
2011
1507.11.2
Physical Properties
ASTM D6222
2011
1523.6.5.2.1
Physical Properties
TAS 103
1995
TAS 110
Accelerated Weathering
TAS 110
2000
REFERENCES:
Entity
Examination
Reference
Date
FM Approvals (TST 1867)
Wind Uplift
3004091
01/12/2000
PRI (TST 5878)
Physical Properties
PRI01111
04/08/2002
PRI (TST 5878)
Physical Properties
PUSA-005-02-01
61/31/2002
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(TST5878)
Physical Properties
PUSA-013-02-03
12/23/2002
PRI (TST5878)
Physical Properties
PUSA-018-02-01
07/14/2003
PRI (TST5878)
Physical Properties
PUSA-028-02-01
07/13/2005
PRI (TST5878)
Physical Properties
PUSA-033-02-01
01/12/2006
PRI (TST5878)
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
1X20H7A
04/01/2008
MTI (TST 2508)
Physical Properties
RX14E8A
O1/29/2009
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
P30540.11.09-111
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
P33370.04.11
04/26/2011
ERD (TST 6049)
Physical Properties
P37300.10.11
10/19/2011
Exterior Research and Design, L-C.
Evaluation Report P12060.02.09-R23
CenTicate of Aurhorization#9503
6r"EDITION (2017)FBC NON-HVHZ EVALUATION
FL5259-RZ7
Polyglass Roof Underlayments: (570) 384-1230
Revision 23: 09/14/2017
Page 2 of 14
Cp
TRINITY ERD
Ent)
Examination
Reference
Date
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-R1
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)
Physical Properties
PLYG-SC8080.05.15-1
OS/20/2015
ERD (TST 6049)
Wind Uplift
PLYG-SC8905.05.16-1
05/17/2016
ERD (TST 6049)
Physical Properties
PLYG-SC8080.07.16
07/16/2016
ERD (TST 6049)
Wind Uplift
PLYG-SC12025.10.16
10/12/2016
ERD (TST 6049)
Physical Properties
PLYG-SC13040.12.16
12/27/2016
ERD (TST 6049)
Physical Properties
PLYG-SC11900.03.17
03/10/2017
ERD (TST 6049)
Physical Properties
PLYG-SC32115.08.17
08/08/2017
]CC-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
Mule -Hide Cross Ltg
03/01/2008
Polyglass USA
Materials Affidavit
Polystick SA Compound
08/18/2011
UL, L-C. (QUA9625)
Quality Control
Service Confirmation
Exp. 10/05/2018
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.
4.1.3 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.
4.2 Self -Adhering Underlayments: 1
4.2.1 Polystick MTS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced
with polyolefinic film surface; meetsTAS 103.
4.2.2 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 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 TA5103.
Exterior Research and Design, LLC. Evaluation Report P32060.02.09-R23
Certificate of Authorization#9503 6n' EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27
Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017
Page 3 of 14
S.
TRINITY ERD
4.2.4 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.
4.2.5 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.
4.2.6 Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR) are polyester
reinforced, APP modified bitumen cap sheets; meet FRSA/TRI April 2012.
4.2.7 Polystick Dual ProTM is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polyester fabric surface; meets ASTM D1970.
4.2.8 Polystick Tile ProTm is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polyester fabric surface; meets ASTM D1970 and TAS 103.
4.2.9 Polystick MU-X is a nominal 54-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polypropylene film surface; meets AC188 and physical requirements of ASTM D1970 (See Section
5.8).
4.3 Mechanically Fastened and/or Bonded Underlayments:
4.3.1 Elastoflex G TU is a polyester reinforced, modified bitumen tile underlayment composed of a sand -surfaced SBS
modified -bitumen back -side and granule -surfaced APP modified bitumen top -side. Elastoflex G TU is for use as an
alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April
2012 (04-12) beneath mechanically fastened tile roof systems or Hot Asphalt applied "Cap Sheet' in the "Two Ply
System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems.
4.3.2 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced, SBS modified bitumen cap sheets; meet ASTM D6164.
Elastoflex S6 G and Elastoflex S6 G FR are for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380,
Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems.
Elastoflex S6 G is for use as an alternate to Hot Asphalt applied "Cap Sheet' in the 'Two Ply System" from FRSA/TRI
April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. Elastoflex S6 G FR is for use as an
alternate to Hot Asphalt applied "Cap Sheet' in the 'Two Ply System" from FRSA/TRI April 2012 (04-12) beneath
mechanically fastened tile roof systems.
4.3.3 Polyflex G and Polyflex G FR are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222.
Polyflex G is for use as an alternate to Heat Applied "Cap Sheet' in the 'Two Ply System" from FRSA/TRI April 2012
(04-12) beneath mechanically fastened or adhered tile roof systems. Polyflex G FR is for use as an alternate to Heat
Applied "Cap Sheet' in the 'Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile
roof systems.
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 the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire
ratings of this product.
5.4 Polyglass 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.
Exterior Research and Design, U.C. Evaluation Report P32060.02.09-R23
Cernfilcote of Authodzadon#9503 61N EDITION(2017) FBC NON-HVHZ EVALUATION FL5259-1127
Polyglass Roof Underlayments, (570) 364-1230 Revision 23: 09/14/2037
Page 4 of 14
TRINrrY ERD
5.5 Allowable Roof Covers:
TABLE 1: ROOF COVER OPTIONS
Underlayment
Asphalt Shingles
Nail -On Tile
Foam -On Tile
Metal
wood Shakes
& Shingles
Slate
Elastobase
Yes
yes
(Base Sheet in 2-ply system)
Yes
(Base Sheet in 2-ply system)
Yes
Yes
Yes
Elastobase P
Yes
Yes
(Base Sheet in 2-ply system)
Yes
(Base Sheet in 2-ply system)
yes
Yes
Yes
Polyglass G2 Base
No
Yes
(Base Sheeting-plysystem)
Yes
(Base Sheet In 2-ply system)
No
No
No
Polyglass APP Base
No
Yes
(Basesheetin2-pNsystem)
Yes
(Base Sheet in 2-ply system)
No
No
No
Polystick MTS
Yes
Yes
No
Yes
Yes
Yes
Polystick lR-Xe
Yes
No
No
No
Yes
Yes
Polystick TU P
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
PolystickTU Plus
Yes
Yes
Yes (See 5.5.1)
Yes
Yes
Yes
Polystick TU Max
No
Yes
Yes (See 5.5.1)
Yes
No
No
Polystick Dual Pro
Yes
No
No
Yes
Yes
Yes
Polystick Tile Pro
Yes
Yes
Yes (See 5.5.1)
Yes
Yes
Yes
Polystick MU-X
Yes
No
No
Yes
Yes
Yes
Elastoflex S6G
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Elastoflex S6 G FR
Yes
Yes
No
No
Yes
Yes
Elastoflex G TU
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Polyflex G
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Polyflex G FR
Yes
Yes
No
No
Yes
Yes
Polyflex SAP or SAP FR
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Mule -Hide SA-APP Cap Sheet
or SA-APP Cap Sheet (FR)
yes
Yes
Yes (See 5.5.1)
No
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 / UNDERLAYMENT COMBINATIONS)
Adhesive
Florida Product
Underlayments
Approval
DAP Foam Touch'n Seal StormBond Roof
FL14506
Polystick TU Plus, Polystick TU Max
Tile Adhesive
Dow TileBondTM
FL22525
Polystick TU P, Polystick TU Plus, Polyflex SAP or Tile Pro
Polystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro,
ICP Adhesives Polyset® AH-160
FL6332
Elastoflex G TU, Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR,
Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR)
Polystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro,
ICP Adhesives Polyset® RTA-1
FL6276
Elastoflex G TU, Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR,
Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR)
Polyglass Polyl-ok Roof Tile Adhesive
FL17855
Polystick TU Plus or Polystick TU Max
' Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida ProductApproval farOvertuming Moment Resistance Performance.
Exterior Research and Design, U.C. Evaluation Report P12060.02.09-R23
Certificate of Authanzation#9503 6t" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27
Polyglass Roof Underlayments: (570) 384-1230 Revision 23: 09/14/2017
Page 5 of 14
TRINITY ERD
5.6 Allowable Substrates:
5.6.1 Direct -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:
➢ 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 plywood or
OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes.
Elastoflex G TU, 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:
➢ ASTM D41 primed structural concrete.
5.6.2 Bond -to -Insulation:
Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered
to:
➢ ASTM C1289, Type II, 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 Polyflex G FR torch -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 covering manufacturer's Product Approval. For installations under foam -on tile
systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of
the insulation/underlayment system in accordance with FBC Section 1504.3.1.
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 D226, Type I or II felt; Elastobase; Elastobase P or Mule -Hide Nail Base.
Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to:
➢ ASTM D226, Type I or 11 felt; Elastobase; Elastobase P, Mule -Hide Nail Base or Polyglass G2 Base.
Polyflex G or Polyflex G FR torch -applied to:
➢ 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 FRSA/TRI April 2012 (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.
Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R23
Certificate of Authorkation#9503 e EDITION (2017) F13C NON-HVHZ EVALUATION FL5259-R27
Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017
Page 6 of 14
TRBNSY ERD
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 underlayment systems that are not
addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications. Maximum Design Pressure is the
result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure
divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-
12), Appendix A, Table 1A or FBC 1609 for determination of design wind loads.
#1 Maximum Design Pressure=-90psfi:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: None
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.
#2 Maximum Design Pressure =-97.5 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
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 and back -nailed within the selvedge -edge side laps using 12 ga. x
1Y." ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c.
#3 Maximum Design Pressure=-105 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: WB-3000
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 and back -nailed within the selvedge -edge side laps using 12 ga. x
IY" ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c.
#4 Maximum Design Pressure=-135 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: (Optional) PGSOO or ASTM D41
Joints: Min. 4-inch wide strips of Elastoflex SA-V over all plywood joints.
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 Maximum Design Pressure =-315 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Underlayment: Polystick TU 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),.self-adhered.
#6 Maximum Design Pressure = -622.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#7 Maximum Design Pressure=-30.0 psf*:
Deck: Min. 15/32-inch OSB to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows.
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.
#8 Maximum Design Pressure=-37.5 psf*:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows.
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.
Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R23
Certificate of Authorization#9503 6� EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27
Polyglass Roof Underlaymems, (570) 384-1230 Revision 23: 09/14/2017
Page 7 of 14
'RIND ERD
#9 Maximum Design Pressure=-37.5 psf•:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Havinglurisdiction.
Base Sheet: One (1) or two (2) layers ASTM D226, Type II felt
Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-inch o.c. at the 3-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt.
#10 Maximum Design Pressure =-45psf•:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One (1) layer ASTM D226, Type II felt
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: 4-inch o.c. at the 2-inch wide side laps and 4-inch o.c, at two (2) equally spaced staggered center rows.
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 or Elastoflex G TU, applied in full mopping of hot asphalt.
#11 Maximum Design Pressure =-45 psf•:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Two (2) layers ASTM D226, Type II felt
Fasteners: it 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: 9-inch o.c. at the 2-inch wide side laps and 9-inch o.c. at two (2) equally spaced staggered center rows.
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 or Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot
asphalt.
#12 Maximum Design Pressure =-45 psf
Deck:
Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet:
Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners:
Simplex MAXX Cap 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 G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#13 Maximum Design Pressure =-52.5 psf:
Deck:
Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet:
Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners:
Simplex MAXX Cap 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 G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#14 Maximum Design Pressure =-52.5 Dsf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top 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.
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.
#15 Maximum Design Pressure=-52.5 Dsf
Deck:
Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
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 G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#16 Maximum Design Pressure = -60 psf:
Deck:
Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
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 x3/8-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 G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
Exterior Research and Design, U.C. Evaluation Report P12060.02.09-R23
Cerrrjicote ofAathodzation #9503 hie EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-1127
Polyglass Roof Underlayments, (570) 384-1230 Revision 23: 09/14/2017
Page 8 of 14
TRIN TY ERD
#17 Maximum Design Pressure =-60psf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elasto base (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: OMG #12 Standard Roofgrip with OMG Flat 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 G TU or Elastoflex S6 G, applied in full mapping of hot asphalt or Polyflex G, torch -applied.
#18 Maximum Design Pressure = -67.5 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underlayment)
Fasteners: 12 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 four (4) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -
applied.
#19 Maximum Design Pressure=-75 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underlayment)
Fasteners: Dekfast #14 with Dekfast Hex plates, CMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with
CMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap
Fasteners
Spacing: 10-inch o.c. at the 4-inch wide side laps and 10-inch o.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -
applied.
#20 Maximum Design Pressure =-90psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: Simplex MAXX Cap 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.
Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#21 Maximum Design Pressure =-90 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
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 CMG #14 Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal
Plates
Spacing: 6-inch o.c. atthe 4-inch wide side laps and 6-inch o.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#22 Maximum Design Pressure =-90 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
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 three (3) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt.
#23 Maximum Design Pressure =-90 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underlayment)
Fasteners: Dekfast #14 with Dekfast Hex plates, OMG #14 HD with OMG 3" Galvalume Steel Plates, CMG Roofgrip #14 with
OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap
Fasteners
Spacing: 9-inch o.c. at the 4-inch wide side laps and 9-inch o.c. at four (4) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -
applied.
Exterior Research and Design, U.C. Evaluation Report P32060.02.09-R23
Certificate of Authorization 49503 a EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27
Polyglass Roof Underlayments; (570) 394-1230 Revision 23: 09/14/2017
Page 9 of 14
TRIN" ERD
#24 Maximum Design Pressure=-97.5 psf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly-flim 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: 4-inch o.c. at the 4-inch wide side laps and 4Anch o.c. at four (4) equally spaced staggered center rows.
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.
#25 Maximum Design Pressure=-105 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: Simplex MAXX Cap 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 G TU or Elastoflex S6 G. applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#26 Maximum Design Pressure =-120 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: CMG #12 Standard Roofgrip or OMG #14 Heavy Duty with CMG 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 G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#27 Maximum Design Pressure = -120 psf
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
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 G TU or Elastoflex S6 G, applied in full mopping of hot asphalt.
5.6.4.1 All other direct -deck, adhered Polyglass underlayment systems beneath foam -on tile systems carry a Maximum
Design Pressure of -45 psf.
5.6.4.2 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 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:
Elastobase, Elastobase P, Polyglass G2 Base or Polyglass APP Base shall not be left exposed for longer than 30-days
after installation.
Polystick IR-Xe or Polystick MU-X shall not be left exposed for longer than 90-days after installation.
Polystick MTS, TU P, TU Plus, TU Max, Dual Pro, Tile Pro or Elastoflex G TU 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 Elastoflex S6 G FR or Polyflex G or Polyflex 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.
5.8 Polystick MU-X has been found through comparative testing to have a lesser coefficient of friction than ASTM D226
roofing felt in a dry condition, tested at standard laboratory conditions. Agreement between purchaser and seller, as
set forth in Section 4.3, Note 1 of ASTM D1970-15, should be established as to slip resistance.
Exterior Research and Design, U.C. Evaluation Report P12060.02.09-R23
Certiflcote ofAuthorhadon#9503 file EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27
Polyglass Roof Underlayments, (570) 394-1Z30 Revision 23: 09/14/2017
Page 10 of 14
TRINITY ERD
5.9 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 FOR DIRER-DECKTILE INSTALLATIONS
Underlayment
Tile Profile
Staging Method
Maximum Slope
Elastoflex G TU
Flat
10-tile stack
7:12
Lugged
8-tile stack (6 over 2)
6:12
Elastoflex S6 G or S6 G FR
Flat or Lugged
6-tile stack (4 over 2)
4:12
Polystick MTS
Flat or Lugged
Prohibited without battens
N/A
Polystick Tile Pro
Flat or Lugged
6-tile stack (4 over 2)
7:12
Polystick TU Max
Flat
6-tile stack (4 over 2) or 10-tile stack
7:12
Lugged
6-tile stack (4 over 2)
7:12
Lugged
10-tile stack
6:12
Polystick TU P
Flat
6-tile stack (4 over 2)
6:12
Lugged
6-tile stack (4 over 2)
4:12
Polystick TU Plus
Flat or Lugged
6-tile stack (4 over 2)
7:12
Flat or Lugged
10-tile stack
6:12
!2 'fl x G or G FR
Flat or Lugged
6-tile stack (4 over 2)
4:12
ex
PolyOSA P or SA P FR
Flat or Lugged
6-tile stack (4 over 2)
4:12
6. INSTALLATION:
6.1 Polyglass Roof Underlayments shall 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 to remove
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 Non -Tile Applications:
Shall be installed in compliance with the codified requirements for ASTM D226, Type II underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polynex SAP, Polyflex SA
P FRI, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), self -adhered, Elastoflex G TU, Elastoflex S6 G or
Elastoflex S6 G FR in hot asphalt or Polyflex G or Polyflex G FR, torch applied. Roof cover limitations are those are
those associated with the top -layer underlayment, as set forth in Table 1.
6.3.2 Tile Applications:
Elastobase, Elastobase P or Mule -Hide Nail Base are limited to use as a mechanically attached base sheet in the `Two
Ply System" from FRSA/TRI April 2012 (04-12). Reference is made to Table 1 and Section 5.6.4 herein, coupled with
FRSA/TR1 April 2022 (04-22) Installation Manual.
Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-R23
Certificate ofAuthonzation #9503 67 EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27
Polyglass Roof Underlayments, (570) 384-1230 Revision 23: 09/14/2017
Page 11 of 14
TRINITY ERD
6.4 Polystick MTS, IR-Xe, TU P, TU Plus, TU Max, Dual Pro, Tile Pro or MU-X or Polyflex SAP, Polyflex SAP FR, Mule -Hide
SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR):
6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table 1507.1.1
6.4.2
for the type of prepared roof covering to be installed.
Direct -to -Deck with Mechanically Fastened Roof Covers:
All self -adhering materials, with the exception of Polystick TU Plus, Polyflex SAP 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 / Mule -
Hide Back Nailing Guide. Nails shall be corrosion resistant, 11 gauge ring -shank type with a minimum 1-inch diameter
metal disk or Simplex -type metal cap nail, at a minimum rate of 12" D.C. Polystick TU Plus should be back -nailed
using the above noted fasteners and spacing, in area marked "nail area, area para claval" on the face of membrane.
The head lap membrane is to cover the area being back -nailed.
All seal -lap seams (selvage laps) must b
firmly rolled with a minimum 28 lb. han
roller to ensure full contact and adhesion.
For Dual Pro and Tile Pro, align the edge c
the top sheet to the end of the glue patter
(the sheet will overlap the fabric).
View of Ovelap Seam of Dual Pro and Tile Pro
All over -fabric and over -granule end -laps shall have a 6-inch wide, uniform layer of Polyplus 50 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,
or exposed roof to wall details
Repair of Polystick membranes is to be accomplished by applying Polyplus 50 Premium Modified Wet/Dry Cement or
Polyglass PG500 Modified Cement to the area in need of repair, followed by a minimum 6 x 6 inch patch of the
Polystick material of like kind, set and hand tolled in place over the repair area. Patch laps, if needed, shall be
installed in a water shedding manner.
All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass 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. 28lb roller) or small areas of the
roof that are not accessible to a large roller or broom.
6.4.3 Tile Applications (not allowed for Polystick Dual Pro IR-Xe or Polystick MU-X):
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 mechanically fastened tile roofing over 2-ply system, consisting of Base Sheet and self -adhering top sheet(s), Base
Sheet fastening shall be not less than FRSA/TRI April 2012 (04-12), Table 1.
For adhesive -set tile applications, refer to Section 5.6.4 herein.
For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the tile.
6.4.4 Two (2) Ply Underlayment Systems:
Polystick MTS followed by Polystick MTS, TU P, TU Plus, TU Max, Tile Pro, MU-X or Polyflex SAP is allowable for use
under mechanically attached prepared roof systems. Limits of use are those associated with the top -layer material.
This is not a requirement, but is allowable if a 2-ply underlayment system is desired.
Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-R23
Certificate of Authorization#9503 e EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-RZ7
Polyglass Roof Underlayments, (570) 384-1230 Revision 23: 09/14/2017
Page 12 of 14
TR0Nffy ERD
6.5 Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR:
6.5.1 Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR shall be installed in compliance with current Polyglass published
installation requirements. For use in tile applications:
✓ Elastoflex G TU is for use as an alternate to "Mineral Surface Roll Roofing' (ASTM D6380, Class M) in the "Single
Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt
applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or
adhered tile roof systems.
✓ Elastoflex S6 G is for use as an alternate to "Mineral Surface Roll Roofing' (ASTM D6380, Class M) in the "Single Ply
System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt
applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or
adhered tile roof systems.
✓ Elastoflex S6 G FR is for use as an alternate to "Mineral Surface Roll Roofing' (ASTM D6380, Class M) in the "Single
Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt
applied "Cap Sheet' in the'Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened the
roof systems.
6.5.2 For hot -asphalt -applications, Elastoflex G TU, Elastoflex $6 G or Elastoflex 56 G FR shall be fully asphalt -applied to the
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 be fully adhered in a complete mopping of hot asphalt
with asphalt extending approximately 3/8-inch beyond the lap edge.
6.6 Polyflex G or Polyflex G FR:
6.6.1 Polyflex G or Polyflex G FR shall be installed in compliance with current Polyglass published installation requirements.
For use in tile applications:
✓ Polyflex G is for use as an alternate to the Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April
2012 (04-12) beneath mechanically fastened or adhered tile roof systems (Base Sheet Limited per 5.6.3).
✓ Polyflex G FR is for use as an alternate to the Heat Applied "Cap Sheet' in the `Two Ply System" from FRSA/TRI
April 2012 (04-12) beneath mechanically fastened tile roof systems (Base Sheet Limited per 5.6.3).
6.6.2 Polyflex G or Polyflex G FR shall be fully torch -applied to the 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 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
Table 2 herein, and Polyglass published requirements for tile staging.
6.7.2 Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRI April 2012 (04-12) must be used
on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or nail -
boards, to prevent tile sliding and/or damage to the underlayment during the loading process.
6.7.3 Polyglass specifies the minimum cure time after installation of self -adhering membranes and before loading of
roofing tiles is forty-eight (48) hours.
Exterior Research and Design, I.I.C. Evaluation Report P32060.02.09-R23
CerWicate ofAuthon2ation A9503 bra EDITION (7017) FBC NON-HVHZ EVALUATION F1.5259-1127
Polyglass Roof Underlayments, (570) 384-1230 Revision 23: 09/14/2017
Page 13 of 14
TRINITY ERD
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 CIA agency for information on product locations covered for F.A.C. 61G20-3 QA requirements. The following
olants have qualified products under their respective physical properties specifications.
Plant
Specification
Product(s)
Fernley, NV, Hazleton, PA & Winter Haven, FL
ASTM D1970
Polystick MU-X
Hazleton, PA
M-D 13-0004
Elastoflex G TU
Hazleton, PA & Winter Haven, FL
ASTM D1970
Polystick IR-Xe
ASTM D1970 & TAS 103
Polystick TU Plus
ASTM D1970 &TAS 103
Polystick TU Max
Tuscaloosa, AL
ASTM D4601, Type II
Polyglass G2 Base
Winter Haven, FL
ASTM D226 (physicals)
Elastobase, Elastobase P
ASTM D6509
Polyglass APP Base
TAS 103
Polystick MTS
ASTM D1970&TAS 103
Polystick TUP
FRSA/TRI April 2012
Polyflex SAP, Polyflex SAP FR
ASTM D1970
Polystick Dual Pro
ASTM D1970 & TAS 103
Polystick Tile Pro
ASTM D6164
Elastoflex S6, Elastoflex S6 G FR
ASTM D6222
Polyflex G, Polyflex G FR
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 P32060.02.09-R23
Certijmte ofAuthodzadon#9503 6`a EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27
Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017
Page 14 of 14
'TRINITY ERD
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
Pro a
Standard
Year
1507.2.5, R905.2.4
Physical Properties
ASTM D3462
2010
1507.2.7.1, R905.2.6.1
Wind Resistance
ASTM D3261
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 (CER1592)
FBC HVHZ Compliance
Various NOAs
Various
UL LLC (QUA9625)
Quality Control
Service Confirmation
Fxp. 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 Devonshirem are fiberglass reinforced, 5-tab asphalt roof shingles.
4.1.4 Duration, TruDefinition' Duration, 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, ProEdge Hip & Ridge
Shingles and DuraRidgem 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 Trinity IERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used
for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 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 037940.02.12-R8
Cerd lc ofAu@omation #SS03 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-R13
Owens Coming Asphalt Roof Shingles Itwislon 8: 20/09/2017
Page 2 of 8
r
rTRINITY ERD
5.4 Wind Classification:
5.4.1 All Owens Corning asphalt shingles noted herein are Classified 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 Val = 150 mph (Vol, = 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 Vaad = 150 mph (Vast = 194 mph). Refer to Section 6 for
installation requirements to meet this wind rating.
5.4.3 Classification by ASTM D7158 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 611320-3.
6. [NsrALLA-rhow
6.1 Underlavment:
6.1.1 Underiayment 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.
➢ WeatherGuard HP shingles require minimum six (6) nails per shingle.
➢ DevonshireTM 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
2507.2.6 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.
6.2.5 Minimum Nailing —Starter Strip Shingle and Starter Strip Plus:
Feltunderlaymeat
Deck
Self -adhered
Weatherlacks
underlayment
Ddp— ' -<�
e
Dripedge
Nails located
2 -3" from eave
lnstaf first
Sell•sealing adhesive
Starter Strip
positionedalong eave
~
shm9lewith \
6"removed
Starter Strip shingle overhangs eaves and rekes'ie""-9i'
Exterior Research and Design, U.C. Evaluation Report 037940.02.12-R8
Certificate ofauthoraaf orn 99503 6'" EDITION (2017) FBC NON•14VHZ EVALUATION FL10674-R13
Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017
Page 3 of 8
6.2.6 Minimum Nailing — Classic® & Supreme:
Normal Mansard or Area pare
Wind Areas High Wind desverres y
Area pare viemos normales Areas vientos fuemos
tl• n•
5'Expeanre
Expoeicf6n
6.2.7 Minimum Nailing — Berkshire®:
� a t--s a �---�r a r---�
1-eih• 9V? I 9Yf ' avtiV
Standard Fastening Pattern
TRINITY ERD
Norma# Mansard or Area pare
Wind Areas High Wind desvenes y
Area pare Wenfos normalss Areas Wanton fortes
ttt tzt
55B'Exposure
Expoaioi6n
��u�u a....accp ...•a.pc . o.aao ����6 . caac...
Exterior Research and Design, U.C.
Certjk&e ofAuthodzo0on 69503 rEDITION (2017)FBC NON-HVHZ EVALUATION
Owens Coming Asphalt Roof Shingles
o-tvau raxcumg ra uo u
Evaluation Report 037940.02.12-118
FL10674-R13
Revision 8: 10/09/2017
Page 4 of 8
5'Expeanre
Expoeicf6n
6.2.7 Minimum Nailing — Berkshire®:
� a t--s a �---�r a r---�
1-eih• 9V? I 9Yf ' avtiV
Standard Fastening Pattern
TRINITY ERD
Norma# Mansard or Area pare
Wind Areas High Wind desvenes y
Area pare Wenfos normalss Areas Wanton fortes
ttt tzt
55B'Exposure
Expoaioi6n
��u�u a....accp ...•a.pc . o.aao ����6 . caac...
Exterior Research and Design, U.C.
Certjk&e ofAuthodzo0on 69503 rEDITION (2017)FBC NON-HVHZ EVALUATION
Owens Coming Asphalt Roof Shingles
o-tvau raxcumg ra uo u
Evaluation Report 037940.02.12-118
FL10674-R13
Revision 8: 10/09/2017
Page 4 of 8
6.2.8 Minimum Nailing —Devonshire' :
8" I 8" I 7" I t"
I Nv
tlmx
5.5/8° exposure Sealant location
Fxposiel6n de 5.5/8 pulg Uhiwei6n del sellador
TRINITY ERD
Nails
Tent"Spots of Asphalt Roof Cement
Standard 6-Nail Fastening Pattern Mansard or Steep Slope Fastening Pattern
6.2.9 Minimum Nailing — Duration®, TruDefinition® Duration, Duration® Premium Cool & TruDefinitionw
Duration Designer Color Collection:
4.Noil Fastening Pattern
Standard Fastening Pattern
w.w'ry .i
Mansard or Steep Slope Fastening Pattern
6-Nall Fastening Pattem
F amwaemmstmmr
6-Nail Fastening Pattern
Exterior Research and Design, U.C. Evaluation Report 037940.02.12-Rg
Cenlf wte ofAuthorizotion 89503 6'v EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-R33
Owens Coming Asphalt Roof Shingles Revision 8: 20/09/2017
Page S of 8
TRINITY 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 published instructions,
using four (4) nails per shingle. Installation of DuraRidge' 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:
Fig. t 4
�-- vml'rmuwna
oueaan
� A
4
\ A
1
1
I
1
v
I
\
I
i
I
I
Y
y
i
v
N
Fvpowre
6.3.4 Minimum Nailing— WeatherGuard® HP Hip and Ridge:
Fig.A
pP:wplen3"d
�—eilectlP
N%xs
I I
I
I I I
i ♦ v
Fig. C Hip & Ridge Shingle Fastening
TopViwN
U16 mjN
r'
z' z^
r r
S' F1"MN'
Exterior Research and Design, LLG Evaluation Report 037940.02.12-R8
CertiflOate of Authorization#9503 6P EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-R13
Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017
Page 7 of 8
6.3.5 Minimum Nailing - ProEdge Hip & Ridge Shingles:
Prevailing
wind Direction Saalont Strip
A' 6' Exposure
7'h'
TRINITY ERD
Standard
Fastening
Pattern
12' 1 Sealant
7 ? 6'Expose ro
11 I«12.14
6.3.6 Minimum Nailing— DurallidgeTM 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.
w.,ytnewm on«aal
Diroaixndanimnm du am
Oinuimdel rianm prvdaninanre
1 1
1 l i i
"�m�llp
A
Top vle.
Vue en Dlan
Vev mperror
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 CA entity for information on which plants produce products covered by Florida Rule 9N-3 QA
requirements.
10. QUAUTYASSURANCEENTITy:
ULLLC—QUA9625;(631)546-2458;Kanchi.Agrawala-Dokania@ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, Luc. Evaluation Report 037M.02.12-R8
Certiftte OfAuthoraodon 09503 a EDITION (2017) FBC NON-HVHZ EVALUATION FL106741113
Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017
Page 8 of 8