HomeMy WebLinkAboutEVALUATION REPORT ROOF UNDERLAYMENTSE)-.-- -IOR RESEARCH & DESIGN, LLC.
������� Certificate of Authorization ##9503
Rl�ITY � �� 353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
St LUC! 8 0) Unw, PHONE: (203) 262-9245
. FAX: (203) 262-9243
EVALUATION REPORT
Polyglass USA, Inc.
150 Lyon Drive
Fernley, NV 98408
SCOPE:
This Evaluation Report is issued under Rule 61G
construction materials in the State of Florida. The i
for use of the product under the Florida Building
described herein have been evaluated for compli;
herein.
DESCRIPTION: Polyglass Roof Underlayments
LABELING: Labeling shall be in accordance with the r
CONTINUED COMPLIANCE: This Evaluation Report is v
Quality Assurance documentation changes, or provi
Evaluation Report by the named client constitutes a
referenced Quality Assurance documentation chan
relative to updated Code requirements with each Cc
ADVERTISEMENT: The Evaluation Report number pi
advertising literature. If any portion of the Evaluatic
INSPECTION: Upon request, a copy of this entire Eval
distributors and shall be available for inspection at t
This Evaluation Report consists of pages 1 through
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
Evaluation Report P 20
F.LS259-R24
Date of Issuance: 02/24 2009
Revision 20: 07/22/2015
.0-3 and the applicable rules and regulations governing the use of
ocumentation submitted has been reviewed by Robert Nieminen, P.E.
Code and Florida Building Code, Residential Volume. The products
nce with the 51h Edition (2014) Florida Building Code sections noted
quirements the Accredited Quality Assurance Agency noted herein.
alid until such time as the named product(s) changes, the referenced
dons of the Code that relate to the product change. Acceptance of this
agreement to notify Robert Nieminen, P.E. if the product changes or the
ges. Trinity IERD requires a complete review of this Evaluation Report
)de Cycle.
eceded by the words "TrinitylERD Evaluated" may be displayed in
)n Report is displayed, then it shall be done in its entirety.
nation Report shall be provided to the user by the manufacturer or its
he job site at the request of th gSIIding Official. D
E PLAN ALL PROPOSED WORK
2. ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT ,,rarrrrn COMPLYBE NECESSARYILL PPLIAORDER TO
�=`= LE CODES.
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 07/22/2015. This does not serve as an electronically
signed document. Signed, sealed hardcopies have been
transmitted to the Product Approval Administrator and to the
named client
CERTIFICATION OF INDEPENDENCE: ,
1. Trinity IERD 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) 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) 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.
FILE COPY
�.; TRIM ,ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: Roof Underlayments, s 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
Pro en
Standard
Year
1504.3.1
Wind Uplift
FM 4474
2004
1504.6
Accelerated Weathering
ASTM G154
2006
1504.6
Acceler ted Weathering
ASTM G155
2005
1507.2.3, 1507.3.3, 1507.5.3, 1507.7.3,
Physica Properties
ASTM D226
2006
1507.8.3, 1507.9.3
1507.2.4, 1507.2.9.2, 1507.5.3, 1507.7.3
Physica Properties
ASTM D1970
2009
1507.11.2
Physical Properties
ASTM D6164
2005
1507.11.2
Physica Properties
ASTM D6222
2008
1507.3.3
Installation Practice
FRSA/TRI April 2012
2012
1523.6.5.2.1
Physica Properties
TAS 103
1995
3. REFERENCES:
Entity
Examination
Reference
Date
FM Approvals (TST 1867)
Wind U lift
3004091
01/12/2000
PRI (TST 5878)
Physica Properties
PRIO1111
04/08/2002
PRI (TST 5878)
Physica Properties
PUSA-005-02-01
01/31/2002
PRI (TST 5878)
Physica Properties
PUSA-013-02-01
12/23/2002
PRI (TST 5878)
Physica 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)
Physica? Properties
PUSA-028-02-01
07/13/2005
PRI (TST 5878)
Physicals 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
P30540.11.09-131
11/30/2009
ERD (TST 6049)
Physicali 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)
PhysicalProperties
P33360.06.10
06/25/2010
ERD (TST 6049)
Physical Properties
P33370.03.11
03/02/2011
Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-R20
Certificate of Authorization #9503 FL5259-R24
Revision 20: 07/22/2015
Page 2 of 12
TRINITY! ERD
Entity
I
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)
Physic al 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
P11751.05.03-131
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)
Physic1al 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
Mule -Hide Cross Ltg
03/01/2008
Polyglass USA
UL, LLC. (QUA9625)
Materials Affidavit
Control
Polystick SA Compound
08/18/2011
Quality
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, SIBS modified bitumen base sheet.
4.2 Self=80hgg Underla ments:
(�����Sm.rface;
inal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced
meets ASTM D197D 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. i
4.2.4 Polystick TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a
polyester fabric surface; meE!ts 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.
4.2.6 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/mz polyester
fabric surface; meets ASTM D1970 and TAS 103.
Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R20
Certificate of Authorization #9503 FL5259-R24
Revision 20. 07/22/2015
Page 3 of 12
TRINITY: ERD
4.2.7 Polyflex SAP, Polyflex SAP FR, Mule i Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR) are polyester
reinforced, APP modified bitumen cap sheets; meet ASTM D6222.
4.2.8 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.
4.2.9 Polystick Tile PrOT" 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.
4.3 Mechanically Fastened and/or Bon deId Underlayments:
4.3.1 Elastoflex S6 G 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.
5. 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 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 beI 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 AHJ for approval based on this evaluation
combined with supporting data for the prepared roof covering.
5.5 Allowable Roof Covers:
TABLE 1: ROOF COVER OPTIONS
Underlayment
Asphalt Shingles
Nail
-On Tile
Foam -On Tile
Metal
WoSh Shale s &
Slate
Yes
Yes
EIaStObaSe
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
system)
system)
Polystick MTS
Yes
Yes
No
J
Yes
Yes
Polystick MTS PLUS
Yes
Yes
No
s
Yes
Yes
Polystick IR-Xe
Yes
No
No
No
Yes
Yes
Polystick TU P
Yes
Yes
Yes
No
Yes
Yes
See 5.5.1
Polystick TU Plus
Yes
Yes
Yes
Yes
Yes
Yes
See 5.5.1
Polystick TU Max
No
Yes
Yes
Yes
No
No
i
See 5.5.1
Polystick 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
I Yes
Yes
No
Yes
Yes
See 5.5.1
Elastoflex 56 G FR
Yes
Yes
No
No
Yes
Yes
Polyflex G
Yes
Yes
Yes
See 5&1
No
Yes
Yes
Polyflex G FR
Yes
Yes
No
No
Yes
Yes
Polyflex SAP or SAP FR
Yes
I Yes
Yes
No
Yes
Yes
See 5.5.1
Mule -Hide SA-APP Cap Sheet
Yes
or SA-APP Cap Sheet (FR)
Yes
Yes
I
See 5.5.1
No
Yes
Yes
Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R20
Certificate of Authorization #9503 FL5259-R24
Revision 20: 07/22/2015
Page 4 of 12
5.5.1 "Foam -On Tile" is limited to use of
data from an accredited testing labo
✓ 3MT" 2-Component Roof Tile E
Elastoflex S6 G, Polyflex G, Poly
Cap Sheet (FR) or Tile Pro.
✓ 3MTm Foam Roof Tile Adhesive
G, Polyflex G, Polyflex SAP, Poly
or Tile Pro
✓ Dow TileBond (FL717): •Polysticl
✓ Convenience Products' Touch 'i
Max
5.6 Allowable Substrates:
5.6.1 Direct -Bond to Deck:
Polystick (all variations), Dual Pro, Ti
(FR) self -adhered to:
i New untreated plywood; ASTM E
plywood; New or existing, unpr
Southern Yellow Pine; ASTM D�
(designed and installed to meet N
Note: Polyglass does not require pri
OSB sheathing should be cleaned of
Elastoflex S6 G or S6 G FR in hot aspl
➢• ASTM D41 primed structural conc
Polyflex G or G FR torch -applied to:
i ASTM D41 primed structural conc
following Approved tile adhesives unless tensile adhesion / long term aging
ry is provided.
sive AH-160 (FL6332): Polystick TU P, Polystick TU Plus, Polystick TU Max,
SAP, Polyflex SA Cap FR, Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP
TA-1 (FL6276): Polystick TU P, Polystick TU Plus, Polystick TU Max, Elastoflex S6
ex SA Cap FR, Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR)
TU P, Polystick TU Plus, Polyflex SAP or Tile Pro
Seal StormBond Roof Tile Adhesive (FL14506): Polystick TU Plus, Polystick TU
Pro, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet
11 primed new untreated plywood; Existing plywood; ASTM D41 primed existing
ned OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed
L primed structural concrete; Huber Engineered Woods "ZIP System" Panels
nd loads for project).
ling of new or existing plywood or OSB sheathing. New or existing plywood or
fl dirt and debris prior to application of Polystick membranes.
]It to:
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:
y ASTM C1289, Type ll, Class 1 polyisocyanurate or Type V polyisocyanurate-composite insulation; Dens Deck
DuraGuard; Dens Deck Prime; or SECUROCK Gypsum -Fiber Roof Board.
Elastoflex S6 G or S6 G FR in hot asphalt to:
1- Dens Deck Prime or SECUROCK Gvpsum-Fiber Roof Board.
Polyflex G or G FR torch -applied to:
Y 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.
Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R20
Certificate of Authorization #9503 FL5259-R24
Revision 20: 07/22/2015
Page 5 of 12
5.6.3
5.6.4
Polystick (all variations), Polyflex SA
Tile Pro self -adhered to:
i- ASTM D226, Type I or II felt; Elasti
`, _J TRINITYERD
or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or
base; Elastobase P or Mule -Hide Nail Base.
Elastoflex S6 G or S6 G FR in hot asphalt to:
Y ASTM D226, Type I or II felt; Elastobase; Elastobase P or Mule -Hide Nail Base.
Polyflex G or G FR torch -applied to:
S- Elastobase; Elastobase P or Mule 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 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.
address wind uplift resistance of all
forms part of the load -path. The f
addressed in FRSA/TRI April 2012 (041
result of testing for wind load resist
divided by 2 (the 2 to 1 margin of satin
12), Appendix A, Table 1A or FBC 160!
5.6.4.1 Maximum Design Pressure = -90 psf.
Deck: Min. 15/32-inch plywood
Primer: (Optional) PG100 orASTIV
Base Ply: (Optional) Polystick MTS F
Underlayment: Polystick TU P, Polystick T
Mule -Hide SA-APP Cap Sh,
ystems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not
nderlayment systems beneath foam -on the systems, where the underlayment
fllowing wind uplift limitations apply to underlayment systems that are not
12) and are used in foam -on tile applications. Maximum Design Pressure is the
ice based on allowable wind loads, and reflects the ultimate passing pressure
!ty per FBC 1504.9 has already been applied). Refer. to FRSA/TRI April 2012 (04-
for determination of design wind loads.
:) meet project requirements to satisfaction of AHJ.
D41
JS, self -adhered
Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
t (FR), self -adhered.
5.6.4.2 Maximum Design Pressure = -135 psf.,
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional) PG100 or ASTM D41
Joints: Min. 4-inch wide strips of Elastoflex SA-V over all plywood joints.
Base Ply: (Optional) Polystick MTS PLUS, self -adhered
Underlayment: Polystick TU P, Polystick T l 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.
5.6.4.3 Maximum Design Pressure = -315 psf.
Deck: Structural concrete to meet project requirements to satisfaction of AHJ.
Primer: PG100 or ASTM D41
Base Ply: (Optional) Polystick MTS PLI US, self -adhered
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.
1
5.6.4.4 Maximum Design Pressure = -622.5 psf.
Deck: Structural concrete to meet project requirements to satisfaction of AHJ.
Primer: PG100 or ASTM D41
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
5.6.4.5 Maximum Design Pressure = -30.0 psf*i.
Deck: Min. 15/32-inch OSB to meet project requirements to satisfaction of AHJ.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: 11 ga. x 1.25-inch long x 1-itch 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.
Base Ply: (Optional) Polystick MTS PLUS, self -adhered
Underlayment: Polystick TU P, Polystick TUIPlus, 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.
Certificate of Authorization #9503
Evaluation Report P12060.02.09-R20
FL5259-R24
Revision 20: 07/22/2015
Page 6 of 12
` RINHY ERE)
5.6.4.6 Maximum Design Pressure = -37.5 psf*.
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: 11 ga. x 1.25-inch long x a 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.
p g� P () q Y p gg
Base Ply: (Optional) 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 S I eet (FR), self -adhered.
5.6.4.7 Maximum Design Pressure = -37.5 psf*.
Deck: Min. 19/32-inch plywood'to meet project requirements to satisfaction of AHJ.
Base Sheet: One (1) or two (2) layers ASTM D226, Type II felt
Fasteners: 11 ga. x 1.25-inch long x I -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 S6 G, applied irI full mopping of hot asphalt.
5.6.4.8 Maximum Design Pressure = -45 psf*
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ.
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.
Base Ply: (Optional; for use with self -adhering underlayment only) Polystick MTS PLUS, self -adhered
Underlayment: Polystick TU P, Polystick l�U 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 S6 G, applied in full mopping of hot asphalt.
5.6.4.9 Maximum Design Pressure = -45 psf*l
Deck: Min. 19/32-inch plywood omeet project requirements to satisfaction of AHJ.
Base Sheet: Two (2) layers ASTM D226, Type II felt
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: 9-inch o.c. at the 2-inch wide side laps and 9-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, Polyflex SAP 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.
5.6.4.10 Maximum Design Pressure = -45 psf.
Deck: Min. 15/32-inch plywood >o 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 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 S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
5.6.4.11 Maximum Design Pressure = -57.5 nsf_I
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 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 S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
5.6.4.12 Maximum Design Pressure = -52.5 psf.
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: Simplex Original Cap Nails I
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: (Optional) 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.
I
Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R2U
Certificate of Authorization #9503 FL5259-R24
Revision 20: 07/22/2015
Page 7 of 12
5.6.4.13 Maximum Design Pressure = -52.5 G
Deck: Min. 15/32-inch plywoc
Base Sheet: Elastobase (sanded top
Fasteners: Simplex Original Cap Na
Spacing: 6-inch o.c. at the 3-inch
Underlayment: Elastoflex S6 G, applied
5.6.4.14 Maximum Design Pressure = -60 DSI
to meet project requirements to satisfaction of AHJ.
irface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
de side laps and 6-inch o.c. at four (4) equally spaced staggered center rows.
full mopping of hot asphalt or Polyflex G, torch -applied.
Deck:
Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet:
Elastobase (sanded top siurface 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 �✓ide 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-inch plywoo
to meet project requirements to satisfaction of AHJ.
Base Sheet:
Elastobase (sanded top s
rface 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 S6 G,applied ir
full mopping of hot asphalt or Polyflex G, torch -applied.
5.6.4.16 Maximum Design Pressure = -90 psf.
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 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 S6 G, applied in, full mopping of hot asphalt or Polyflex G, torch -applied.
5.6.4.17 Maximum Design Pressure = -90 Dsf.
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: 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 three (3) equally spaced staggered center rows.
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
5.6.4.18 Maximum Design Pressure = -90 psf.
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Elastobase (sanded top sul1rf�ace)
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 S6 G. applied in (full mopping of hot asphalt.
5.6.4.19 Maximum Design Pressure = -97.5 psf,
Deck: Min. 19/32-inch plywood io meet project requirements to satisfaction of AHJ.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: 11 ga. x 1.25-inth 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 wiide side laps and 4-inch o.c. at four (4) equally spaced staggered center rows.
Base Ply: (Optional) Polystick MTS PLUS, self -adhered
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FIR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
5.6.4.20 Maximum Design Pressure = -105 psf.
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 orpoly-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 56 G, applied in fIull mopping of hot asphalt or Polyflex G, torch -applied.
Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R20
Certificate of Authorization #9503 FL5259-R24
Revision 20: 07/22/201.15*
Page 8 of 12
5.6.4.21 Maximum Design Pressure = -112.5 isf.
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Elastobase or Mule -Hid 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, selfladhered
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 AHJ.
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 Roo' rip or CMG #14 Heavy Duty with CMG 3" Round Metal Plates or CMG 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 AHJ.
Base Sheet: Elastobase (sanded top slurface)
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 the 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 pi essure 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 criteIria. Commonly used methods are RAS 117, FM LPDS 1-29 and ANSI/SPRI WD1.
Assemblies marked with an asterisks carry the limitations set forth in Section 2.2.1.5.1(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 I FL5259-R24
Revision 20: 07/22/2015
Page 9 of 12
ly \
_. �H¢ -
6. INSTALLATION:
6.1
6.2
Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation requirements
subject to the Limitations set forth i Section 5 herein and the specifics noted below.
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 Shall be installed in compliance with the codified requirements for ASTM D226, Type II underlayment in FBC Sections
1507 for the type of prepared roof covering to be installed.
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 underlayments and flashings
Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP 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 or Polyflex G or G FR, 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 as a guideline.
6.4 Polystick MTS, MTS PLUS, IR-Xe, 7U. P, TU Plus. TU Max Polyflex SAP or SAP FR, Mule -Hide SA-APP Cal) Sheet or SA-
APP Cap Sheet (FR), Dual Pro or Tile Pro:
6.4.1 Shall be installed in compliance wit the codified requirements for ASTM D1970 underlayment in FBC Sections 1507
for the type of prepared roof covering to be installed.
6.4.2 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" o.c. Polystick TU Plus should be back -nailed using
the above noted fasteners and spacing, in area marked "nail area, area para clavar" on the face of membrane. The
head lap membrane is to cover the aIrea being back -nailed
All seal -lap seams (selvage laps) must be
t.
firmly rolled with a minimum 28 lb. hand 4 .
f
roller to ensure full contact and adhesion.';`
For Dual Pro and Tile Pro, align th i edge of
the top sheet to the end of the glue pattern
(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
Exterior Research and Design, LLC.
Certificate of Authorization #9503
Evaluation Report P12060.02.09-1120
FL5259-R24
Revision 20: 07/22/2015
Page 10 of 12
N, r`
TRINnY ERD
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 rolled in place over the repair area. Patch laps, if needed, shall be
installed in a water shedding manner.
All Polystick membranes shall be ;nstalled 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. 28 lb 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 IR-Xe):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted
above as a guideline. I
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.
For nail -on tile systems over Polystick MTS PLUS:
:- Battens are required for loading/staging of lugged tile regardless of slope.
i Battens are required for loading/staging of flat tile at slopes in excess of 5:12:
6.4.4 Two (2) Ply Underlayment Systems:;
Polystick MTS or MTS PLUS followed by Polystick MTS, MTS PLUS, TU P, TU Plus, TU Max, TilePro 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.
Polystick MTS PLUS followed by Polystick TU P, TU Plus, TU Max, TilePro or Polyflex SAP is allowable for use under
foam -on tile systems. Limits of uselare those associated with the top -layer material. This is not a requirement, but is
allowable if a 2-ply underlayment system is desired.
6.5 Elastoflex S6 G or S6 G FR:
6.5.1 Elastoflex S6 G or S6 G FR shall be i�stalled in compliance with current Polyglass published installation requirements.
For use in tile applications, reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein.
6.5.2 Elastoflex S6 G or S6 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 G FR:
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/TRI April 2012 (04-12) Installation Manual and Table 1 herein.
6.6.2 Polyflex G or 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 the slippage and/or damage to the underlayment. Refer to
Polyglass published requirements for tile staging.
6.7.2 Battens and/or Counter -battens, asi 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 sail-
boards, to prevent tile sliding and/oar damage to the underlayment during the loading process.
6.7.3 For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the tile.
Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-R20
Certificate of Authorization #9503 FL5259-R24
Revision 20: 07/22/2015
Page 11 of 12
r � F � `Oy S �{ •
�RNTY ERD
6.7.4 For nail -on tile systems over Polysti k MTS PLUS:
r Battens are required for loading/staging of lugged tile regardless of slope.
S- Battens are required for loading/staging of flat tile at slopes in excess of 5:12.
1
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:
I
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, I.I.C. Evaluation Report P12060.02.09-R20
Certificate of Authorization #9503 FL5259-R24
Revision 20: 07/22/2015
Page 12 of 12