HomeMy WebLinkAboutEVALUATION REPORTF)o RECEIVED EXTERIOR RESEARCH StDESIGN, I.I.C.
Certificate of Authorization 49503
T� HERD JUL 06'I..IJ19 353CHRISTIANSTREET,UNIT#13
OXFORD, CT 06478
ST. Lucie County, Permitting (203) 262-9245
EVALUATIO 'REPORT
Polyglass US, i, Inc. Evaluation Report P12060.02.09-1123
150 Lyon Dri JIe SCANNED FL5259-R27
Fernley, NV S8408 BY Date of Issuance: 02/24/2009
(570) 384-12till Revision 23: 09/14/2017
SCOPE:
This EvaluatioQn Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction "jnaterials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E.
for use of tlje product under the Florida Building Code and Florida Building Code, Residential Volume. The products
described h ein have been evaluated for compliance with the 6 Edition �2017 Flori a Bui in Coe ections noted
herein.
DESCRIPTION: Polyglass Roof Underlayments
LABELING: La eling 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 Rtality
ort by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the
referenced Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report
relative to ul dated Code requirements with each Code Cycle.
ADVERTISEME The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in
advertising Ii erature. 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 4d shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 14.
Prepared
Robert J.M. Nieminen, P.E.
Florida Regisd,al tion No. 59166, Florida DC4ANE1983
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 09/14/2017. This does not serve as an electronically
signed document. .
CERTIFICATION OF INDEPENDENCE:
I'
1. Trinity ER does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributirIIg products it evaluates.
2. Trinity) E D is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Ni'I minen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which th evaluation reports are being issued.
4. Robert Ni aminen, 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.
/0) 61�' j
LUCIE COUNTY BUI DIVISION
IEWED FOR COMPLIAM @ C It
FILE COP Y
S AND'PEftMIT"MUV811 KEPT ON JOB
OR NO INSPECTIONS) WILL BE MADE
ROOFING COMPONENT EVALUATION:
1. SCOPEj
2. STAN
3.
`J TRINITY ERD
Category: Roofing
?gory: Underlayment
nce Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the
sections of the Sth Edition (2014) Florida Building Code through testing in accordance with the following Standards.
nce is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein.
Section
Property
Standard
Year
1504.3
�
Wind Uplift
FM 4474
2011
1504.31
Wind Uplift
UL 1897
2012
1507.2
/ 1507.1.1
Physical Properties
ASTM D226
2009
1507.2
4 / 1507.1.1, 1507.2.9.2
Physical Properties
ASTM D1970
2015
1507.33
Physical Properties
FRSA/TRI April 2012
2012
1507.1
.2
Physical Properties
ASTM D6164
2011
1507.1
.2
Physical Properties
ASTM D6222
2011
1523.6
5.2.1
Physical Properties
TAS 103
1995
TAS 11
Accelerated Weathering
TAS 110
2000
REFER
I LACES:
Entity
Examination
Reference
Date
FM Ap
rovals (TST 1867)
Wind Uplift
3004091
01/12/2000
PRI (TS
5878)
Physical Properties
PRI01111
04/08/2002
PRI (TS
5878)
Physical Properties
PUSA-005-02-01
01/31/2002
PRI (TST
5878)
Physical Properties
PUSA-013-02-01
12/23/2002
PRI (TS
5878)
Physical Properties
PUSA-013-02-02
12/23/2002
PRI (TS
5878)
Physical Properties
PUSA-013-02-03
12/23/2002
PRI (T51
5878)
Physical Properties
PUSA-018-02-01
07/14/2003
PRI (TST
5878)
Physical Properties
PUSA-028-02-01
07/13/2005
PRI (TS
5878)
Physical Properties
PUSA-033-02-01
01/12/2006
PRI (TS
5878)
Physical Properties
PUSA-035-02-01
09/29/2006
PRI (TST
5878)
Physical Properties
PUSA-055-02-02
12/10/2007
PRI (TSY
PRI (T
5878)
5878)
Physical Properties
Physical Properties
PUSA-061-02-02
PUSA-076-02-01
01/28/2008
02/22/2008
PRI (T
5878)
Physical Properties
PUSA-083-02-01
04/14/2008
PRI (T
5878)
Physical Properties
PUSA-088-02-01
07/29/2009
MTI (T
T 2508)
Physical Properties
JX20H7A
04/01/2008
MTI (T
T 2508)
Physical Properties
RX14E8A
01/29/2009
ERD (T
iT 6049)
Physical Properties
11752.09.99-1
02/08/2000
ERD (TST
6049)
Wind Uplift
11757.08.01-1
08/13/2001
ERD (T,
T 6049)
Wind Uplift
11776.06.02
01/16/2003
ERD (T
T 6049)
Physical Properties
02200.07.03
07/14/2003
ERD (T
T 6049)
Wind Uplift
P1740.01.07
01/04/2007
ERD (T
T 6049)
Physical Properties
P5110.04.07-1
04/11/2007
ERD (T(,
6049)
Wind Uplift
P9260.03.08
03/21/2008
ERD (T
T 6049)
Physical Properties
P13450.08.09
08/13/2009
ERD (T
T 6049)
Wind Uplift
P30540.11.09-R3
11/30/2009
ERD (T
T 6049)
Physical Properties
P11030.11.09-1
11/30/2009
ERD (T,�T
6049)
Wind Uplift
P11030.11.09-2
11/30/2009
ERD (T
T 6049)
Physical Properties
P11030.11.09-3
11/30/2009
ERD (T
T 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 (TT
6049)
Physical Properties
P37300.10.11
10/19/2011
Exterior Re.,IeIarch
and Design, U.C.
Evaluation Report P12060.02.09-R23
Certificate ofbutharization
49503
6T" EDITION (2017) FBC NON-HVHZ
EVALUATION
FL5259-R27
Polyglass Roof Underlayments; (570) 384-1230
Revision 23: 09/14/2017
Page 2 of 14
Entity
ERD (TS
ERD (TS
ERD (TS
ERD (TS
ERD (T
ERD (T
ERD (T
ERD (T
ERD (T
ERD (T
ERD (T
ERD (T
ERD (TS
ERD (TS
ERD (TS
ERD (TAS
ERD (TS
ERD (T$
ERD (T�
ERD (T�
ERD (T
ERD (T
ERD (T
ERD (T
ERD (T
ERD (TS
ERD (T
ERD (T
ERD (T�
[CC -ES 11
UL,
r 6049)
r6049)
r 6049)
r 6049)
r 6049)
r6049)
r 6049)
r 6049)
r 6049)
r 6049)
r 6049)
r 6049)
r 6049)
r 6049)
r 6049)
r 6049)
r 6049)
r 6049)
r 6049)
r 6049)
r 6049)
r 6049)
r 6049)
r 6049)
r 6049)
r6049)
r 6049)
r6049)
r6049)
:VL 2396)
lade (CER 1592)
s USA
s USA
s USA
(QUA9625)
4. PRODOcr DESCRIPTION:
Examination
Physical Properties
Physical Properties
Physical Properties
Wind Uplift
Physical Properties
Wind Uplift
Wind Uplift
Wind Uplift
Wind Uplift
Wind Uplift
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Wind Uplift
Physical Properties
Wind Uplift
Physical Properties
Physical Properties
Physical Properties
IBC Compliance
HVHZ Compliance
Manufacturing Affidavit
PA Affidavit
Materials Affidavit
Quality Control
Reference
P40390.08.12-1
P40390.08.12-2
C41420.09.12-3
P39680.03.13
P45370.04.13
P1738.02.07-R2
11757.04.01-1-R1
P41630.08.13
P11751.05.03-R1
P11781.11.03-R1
P45270.05.14
6020.07.14-1
6020.09.14-2
6020.09.14-3
6020.09.14-4
6020.09.14-5
6020.09.14-6
P46520.10.14
P44360.10.14
P43290.10.14
PLYG-SC7550.03.15
P40390.04.15
PLYG-SC8080.05.15-1
PLYG-SC8905.05.16-1
PLYG-SC8080.07.16
PLYG-SC12025.10.16
PLYG-SC13040.12.16
PLYG-SC11900.03.17
PLYG-SC12115.08.17
ESR-1697
NCIA 14-0717.08
Products Current
Mule -Hide Cross Ltg
Polystick SA Compound
Service Confirmation
41 • • I Mechanically fastened-Underlayme.nts:
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.
\l TRINIIYIERD
Date
08/06/2012
08/07/2012
09/11/2012
03/04/2013
04/26/2013
04/29/2013
04/30/2013
08/06/2013
11/26/2013
11/26/2013
05/12/2014
09/08/2014
09/08/2014
09/08/2014
09/08/2014
09/08/2014
09/08/2014
10/03/2014
10/07/2014
10/17/2014
03/24/2015
04/03/2015
05/20/2015
05/17/2016
07/16/2016
10/12/2016
12/27/2016
03/10/2017
08/08/2017
11/01/2014
01/22/2015
02/18/2009
03/01/2008
08/18/2011
Exp.10/05/2018
I4.2 �l "Self-AdheringUnderlayments:
4.2.1 . Polystick MTS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced
with polyolefinic film surface; meets TAS 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 Pol stick TU Plus s a nominal 80-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a
polyester fabric surface; meets ASTM D1970 and TAS 103.
Exterior Re b arch and Design, I.I.C. Evaluation Report P12060.02.09-1123
Certificate of uthorization #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27
Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017
Page 3 of 14
4.2.4
4.2.5
4.2.6
4.2.7
4.2.8
4.2.9
TRINITY I ERD
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.
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.
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.
Polystick Dual Pro'' is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polyester fabric surface; meets ASTM D1970.
Polystick Tile Pro'"' 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.
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
4.3.2
4.3.3
5. Limn
5.1
5.2
5.3
5.4
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.
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.
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 the 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.
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.
This Evaluation Report is not for use in the HVHZ.
Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire
ratings of this product.
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 Res arch and Design, I.I.C. Evaluation Report P12060.02.09-R23
Certificate of utharizotion #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27
Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017
Page 4 of 14
5.5
Allowable Roof Covers:
\I TRINITY I ERD
Underla
ment
Asphalt Shingles
Nail -On Tile
Foam -On Tile
Metal
wood Shakes
& Shingles
Slate
Elastob
Se
Yes
Yes
(Base Sheet in 2-ply system)
Yes
(Base Sheet in 2-ply system)
Yes
Yes
Yes
Elastob
5e P
Yes
Yes
(Base Sheet in 2-ply system)
Yes
(Base Sheet in 2-ply system)
Yes
"
Yes
Yes
Polyglas
I G2 Base
No
Yes
(Base Sheet in 2-ply system)
Yes
(Base Sheet in 2-ply system)
No
No
No
Polyglas
APP Base
No
Yes
(Base Sheet in 2-ply system)
Yes
(Base Sheet in 2-ply system)
No
No
No
PolysticdMTS
Yes
Yes
No
Yes
Yes
Yes
Polystic„
IR-Xe
Yes
No
No
No
Yes
Yes
Polystic
TU P
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Polyst)c�-TU
Plus
Yes
Yes
Yes (See 5.5.1)
Yes
Yes
Yes
Polystic
TU Max
No
Yes
Yes (See 5.5.1)
Yes
No
No
Polystic
Dual Pro
Yes
No
No
Yes
Yes
Yes
Polystic
Tile Pro
Yes
Yes
Yes (See 5.5.1)
Yes
Yes
Yes
Polystic
MU-X
Yes. --No
No
Yes
Yes
Yes
Elastofl
56 G
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Elastofl
S6 G FR
Yes
Yes
No
No
Yes
Yes
Elastofl
G TU
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Polyflex
G
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
—Polyfle),p
FR
Yes
Yes
No
No
Yes
Yes
Polyfle
AP or SAP FR
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Mule-H
or SA -A
de SA-APP Cap Sheet
1,P 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.
II TABLE'1A:
ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS)
Adhesive
Florida Product
Underlayments
Approval
DAP F
am Touch `n Seal StormBond Roof
Tile Ad
esive
FL14506
Polystick TU Plus, Polystick TU Max
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 Ad
esives 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 Ad
esives 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)
Polyg[Os
PolyLok Roof Tile Adhesive
FL17855
Polystick TU Plus or Polystick TU Max
1 Refer to 7,Iyle Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Res�arch and Design, I.I.C. Evaluation Report P12060.02.09-1123
CertI of uthorization #9503 67X EDITION (2017) FBC NON-HVHZ EVALUATION FL5251
Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017
Page 5 of 14
5.6
5.6.1
5.6.2
5.6.3
(_)o
V I RINITY I ERD
Allowable Substrates:
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.
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 641 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.
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 II 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 Re�'I'arch and Design, I.I.C. Evaluation Report P12060.02.09-R23
Certificate of��U
'(thorization #9503 a EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27
Polyglass Roof Underlayments, (570) 384-1230 Revision 23: 09/14/2017
Page 6 of 14
F)o
TRINITY I ERA
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 the 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 = -90 psf:
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
1%" 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
1Y4" 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) PG100 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: it 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 Re arch and Design, I.I.C. Evaluation Report P12060.02.09-R23
Certificate afAuthorization #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-1127
Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017
Page 7 of 14
TRINITY ERD
#9 Maximum Design Pressure = -37.5 psf*:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
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 = -45 psf*:
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: 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.
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 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: 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.
P () q Y P gg
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 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 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 x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 8-inch o.c. at the 4-inch wide side laps and 8-inch o.c. at three 3 equally spaced staggered center rows.
g P () q Y P gg
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
Exterior Research and Design, I.I.C.
Certifcate of uthorizotion #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION
Polyglass Roof Underlayments; (570) 384-1230
Evaluation Report P12060.02.09-R23
FL5259-R27
Revision 23: 09/14/2017
Page 8 of 14
#17
#18
#19
#20
#21
#22
#23
�I TRINITY I ERD
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: CMG #12 Standard Roofgrip with CMG 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 mopping of hot asphalt or Polyflex G, torch -applied.
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 S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -
applied.
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, OMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with
OMG 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.
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: 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 S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
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 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 G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
Maximum Design Pressure = -90 Dst
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.
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 CMG 3" Galvalume Steel Plates, OMG 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 Re earch and Design, I.I.C. Evaluation Report P12060.02.09-R23
Certificate of 1 uthorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27
Polyglass Roof Underlayments, (570) 384-1230 Revision 23: 09/14/2017
Page 9 of 14
TRINITY 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 -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: 4-inch o.c. at the 4-inch wide side laps and 4-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.
#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: OMG #12 Standard Roofgrip or OMG #14 Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal
Plates
Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at five (5) equally spaced staggered center rows.
Underlayment: Elastoflex 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.
5.6.4.3 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 MLI-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 RedIearch and Design, U.C. Evaluation Report P12060.02.09-R23
Certificate ojAuthorizotion #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27
Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017
Page 10 of 14
6.
5.9
V I KINITYIERD
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.
I
TABLE,2: TILE SLIPPAGE LIMITATIONS FOR'DIRECr-DECK.TILE INSTALLATIONS
Underl
iyment
Tile Profile
Staging Method
Maximum Slope
Elastofl
G TU
Flat
10-tile stack
7:12
Lugged
8-tile stack (6 over 2)
6:12
Elastofl
S6 G or S6 G FR
Flat or Lugged
6-tile stack (4 over 2)
4:12
Polystic
MTS
Flat or Lugged
Prohibited without battens
N/A
PolysticR
Tile Pro
Flat or Lugged
6-tile stack (4 over 2)
7:12
Polystic
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
Polystic
TU P
Flat
6-tile stack (4 over 2)
6:12
Lugged
6-tile stack (4 over 2)
4:12
Polystic
c TU Plus
Flat or Lugged
6-tile stack (4 over 2)
7:12
Flat or Lugged
10-tile stack
6:12
Polyfle G or G FR
Flat or Lugged
6-tile stack (4 over 2)
4:12
Polyfle
JSA P or SA P FR
Flat or Lugged
6-tile stack (4 over 2)
4:12
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 .E ,lastobase P or Mule -Hide Nail Base ' •
6.3.1
6.3.2
Non -Tile Applications:
Shall be installed in compliance with the codified requirements for ASTM D226, Type 11 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, Polyflex SAP, Polyflex SA
P FR, 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.
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/TRI April 2012 (0412) Installation Manual.
Exterior Res arch and Design, I.I.C. Evaluation Report P12060.02.09-R23
CertiFcate ofLhorizotion #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-RZ7
Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017
Page 11 of 14
\I 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
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 area being back -nailed.
6.4.3
6.4.4
All seal -lap seams (selvage laps) must be
firmly rolled with a minimum 28 lb. hand
roller to ensure full contact and adhesion.
For Dual Pro and Tile Pro, align the edge of
the top sheet to the end of the glue pattern
(the sheet will overlap the fabric).
View 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 rolled 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. 28 lb roller) or small areas of the
roof that are not accessible to a large roller or broom.
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.
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 R&Tarch and Design, U.C. Evaluation Report P12060.02.09-R23
Certificate or uthorization u9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27
Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017
Page 12 of 14
J
6:S . , ElastofleX:G TU, Elastoflex S6 G or Elastoflex S6 G FIR: ;
F"Ilcll
�,l I RINITY I ERD
6.5.1 Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FIR 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 FIR 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 tile
roof systems.
6.5.2 For hot -asphalt -applications, Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FIR 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 I(. , Polyflex G or Polyflex GFR:
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 (04-22) beneath mechanically fastened or adhered tile roof systems (Base Sheet Limited per 5.6.3).
✓ Polyflex G FIR 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 FIR 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 Stasini;:
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, LLC. Evaluation Report P12060.02.09-1123
Certificate of t
thanzation #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27
Polyglass Roof Underlayments, (570) 384-1230 Revision 23: 09/14/2017
Page 13 of 14
TRINITY I ERD
7. BUILDI I G PERMIT REQUIREMENTS:
As req fired by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
8. MANUIIIIACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. 61G20-3 QA requirements. The following
plants ;iave qualified products under their respective physical properties specifications.
9.
Plant
Specification ` ' ;,
'Products"..'
Fernle
, NV, Hazleton, PA & Winter Haven, FL
ASTM D1970
Polystick MU-X
Hazlet';
n, PA
M-D 13-0004
Elastoflex G TU
Hazlet) n, 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
Winte
� Haven, FL
ASTM D226 (physicals)
Elastobase, Elastobase P
ASTM D6509
Polyglass APP Base
TAS 103
Polystick MTS
ASTM D1970 & TAS 103
Polystick TU P
FRSA/TRI April 2012
Polyflex SAP, Polyflex SA P 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
U L,
N ASSURANCE ENTITY:
—QUA9625; (314) 578-3406; k.chancellor@us.ul.com
Exterior Research and Design, I.I.C.
Certificate of4juthorization #9503
- END OF EVALUATION REPORT -
Evaluation Report P12060.02.09-R23
6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-RZ7
Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017
Page 14 of 14
JUL 0 6 2010
MIAMI•DADE
LST.ucie county,.'.._r..1 f_ �! MIAMI-DADE COUNTY
----===— PRODUCT CONTROL SECTION
DEPAR NT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTI E OF ACCEPTANCE (NOA) www.�amiaaae.gov/economy
Metal ales Manufacturing Corporation
545 Sotith 3rd Street, Suite 200
Louisville, KY. 40202
SCOP
This N A is being issued under the applicable rules and regulations governing the use of construction materials. The
docurn tation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in ami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This N �A shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miattu Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product
or mateal tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufa turer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use
of such roduct or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is
detetmi ed by Miami -Dade County Product Control Section that this product or material fails to meet the requirements
of the applicable building code.
This pnduct is approved as described herein, and has been designed to comply with the Florida Building Code
includir g the High Velocity Hurricane Zone of the Florida Building Code.
: 5V Crimp Metal Roofing System
JG: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
"Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENE,VAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
'11RMi ATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materia s, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, a' vertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
TISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
i date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall b Iavailable for inspection at the job site at the request of the Building Official.
This rei I lews and revises NOA#13-0627.02 and consists of pages 1 through 9.
The su mitted documentation was reviewed by Freddy Semino IN
NOA No.: 18-0313.02
Expiration Date: 06/29/23
Approval Date: 05/03/18
Page 1 of 9
5V-C
Roof
Trim
1
Akzo
Valsl
Unde
PRI (
iG SYSTEM APPROVAL:
_ Roofing
;Eory: Metal, Panels (Non -Structural)
Steel
)e• Wood
n Design Pressure-196.75 psf.
NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Test
Product
oduct Dimensions Specifications
Description
Metal 1= varies TAS 110
Corrosion resistant, galvanized, preformed,
w = 24"
coated, prefinished, metal panels.
h = V2"
Min. Thickness 0.0179"
(26ga.)
Min. Yield Strength: 60ksi
;es 1= varies TAS 110
Standard flashing and trim pieces.
w = varies
Manufactured for each panel width.
Min. Thickness 0.0179"
(26ga.)
'ACTURING LOCATION:
ksonville, FL.
14CE SUBMITTED:
Test Agencv Test Identifier
Test Name/Report Date
iters Laboratory
struction Materials
Corporation Testing
e Test Laboratory, Inc.
;h Engineering and
Inc.
R9697
MSMC-003-02-01
MTS 520103
0103-0712-09
T240-09
ASTM G 23
ASTM B 117
ASTM G 23
ASTM B 117
UL 790
TAS-100
ASTM E 8
TAS 125
TAS 125
October 2016
June 2006
Jan. 1999
Sept2009
Sept 2009
NOA No.: 18-0313.02
Expiration Date: 06/29/23
Approval Date: 05/03/18
Page 2 of 9
ASSEMBLIES:
System : 5V-Crimp Metal Roof Panel
Deck T e: Wood, Non -insulated
Deck D cription: New Construction 19/32" or greater plywood or wood plank, or for re -roofing 15/32" or
greater plywood.
Maxim m Uplift See Table A below.
Deck A achment: In accordance with applicable Building Code, but in no case shall it be less than 8d ring
shank nails spaced 6" o.c. In reroofing, where the deck is less than 19/32" thick (Minimum
15/32") the above attachment method must be in addition to existing attachment.
Underl yment: Minimum underlayment shall be an ASTM D 226 Type II installed with a minimum 4" side -
lap and 6" end -laps. Underlayment shall be fastened with corrosion resistant tin -caps and 12
gauge 1 '/4" annular ring -shank nails, spaced 6" o.c. at all laps and two staggered rows 12"
o.c. in the field of the roll. Or, any approved underlayment having a current NOA.
Fire Ba' rier: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for
fire ratings of this roofing system assembly as well as the location of the fire barrier within
the assembly. See Limitation # 1.
ValleysValley construction shall be in compliance with Roofing Application Standard RAS 133 and
with Metal Sales Manufacturing Corporation's current published installation instructions.
Metal Panels and Install the "5V-Crimp Panels" and accessories in compliance with Metal Sales Manufacturing
Accessories: Corporation's current, published installation instructions and details. Flashing, penetrations,
valley construction and other details shall be constructed in compliance with the minimum
requirements provided in Roofing Application Standards RAS 133.
Panel fasteners shall be #9-15 x 1 '/2" self drilling, self tapping, hex head screws with sealing
washer of sufficient length to penetrate through the sheathing a minimum of 3/16 inch.
Fasteners shall be installed at a maximum spacing as listed in Table A below parallel to the
slope. Fasteners shall be installed at a maximum of 12" o.c. at panel edge. See detail herein.
TABLE A
MAXIMUM DESIGN PRESSURES
Roof Areas
Field
Perimeter and Corners
Maxim' m Design Pressures
-74.8 psf.
-196.75 psf.
Maximum Fastener Spacing
16" o.c.
8" o.c.
1. Extras olation shall not be allowed
NOA No.: 18-0313.02
Expiration Date: 06/29/23
Approval Date: 05/03/18
Page 3 of 9
1
System 9: SV Crimp Metal Roof Panel
Deck T I, e: Wood, Non -insulated
Deck Description: New Construction 19/32" or greater plywood or wood plank, or for re -roofing 15/32" or
greater plywood.
Maximi4m Uplift See Table B below.
Deck A chment: In accordance with applicable Building Code, but in no case shall it be less than 8d ring
shank nails spaced 6" o.c. In reroofing, where the deck is less than 19/32" thick (Minimum
15/32"` the above attachment method must be in addition to existing attachment.
Underl yment: Minimum underlayment shall be an ASTM D 226 Type II installed with a minimum 4" side -
lap and 6" end -laps. Underlayment shall be fastened with corrosion resistant tin -caps and 12
gauge 1 1/4" annular ring -shank nails, spaced 6" o.c. at all laps and two staggered rows 12"
o.c. in the field of the roll. Or, any approved underlayment having a current NOA.
Fire Ba' rier: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for
fire ratings of this roofing system assembly as well as the location of the fire barrier within
the assembly. See Limitation # 1.
Valleys Valley construction shall be in compliance with Roofing Application Standard RAS 133 and
with Metal Sales Manufacturing Corporation's current published installation instructions.
Metal anels and Install the "5V-Crimp Panels" and accessories in compliance with Metal Sales Manufacturing
Access fries: Corporation's current, published installation instructions and details. Flashing, penetrations,
valley construction and other details shall be constructed in compliance with the minimum
requirements provided in Roofing Application Standards RAS 133.
Panel fasteners shall be #9-15 x 1%" self drilling, self tapping, hex head screws with sealing
washer of sufficient length to penetrate through the sheathing a minimum of 3/16 inch.
Fasteners shall be installed at a maximum spacing as listed in Table B below parallel to the
slope. Fasteners shall be installed at a maximum of 6" o.c. at panel edge. See detail herein.
TABLE B
MAXIMUM DESIGN PRESSURES
Roof Areas
Field
Perimeter and Corner'
Maxii0m Design Pressures
-84.5 psf,
-131.3 pst
Maxiffi, m Fastener S acin
24" o.c.
18" o.c.
1. Extra olation shall not be allowed
NOA No.: 18-0313.02
Expiration Date: 06/29/23
Approval Date: 05/03/18
Page 4 of 9
LIMITATIONS
TIONS
1. Fi a classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire
ra I" ngs of this product.
2. T I e maximum designed pressure listed herein shall be applicable to all roof pressure zones (i.e. field, perimeters,
a corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced
p ssure zones (i.e. perimeters, extended corners and corners).
3. P I el shall be roll formed in continuous lengths from eave to ridge. Maximum lengths shall be described in the
R ofmg Application Standard RAS 133.
4. A 1 panels shall be permanently labeled with the manufacturer's name and/or logo, and the following statement:
Xiami-Dade County Product Control Approved" or with the Miami -Dade County Product Control Seal as seen
,w. All clips shall be permanently labeled with the manufacturer's name and/or logo, and/or model.
5. 111, products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
le 61 G20-3 of the Florida Administrative Code.
NOA No.: 18-0313.02
Expiration Date: 06/29/23
Approval Date: 05/03/18
Page 5 of 9
PROFILE DRAWINGS
DETAIL A
5V-CRIMP METAL ROOF PANEL
24" Coverage
#9-15 x 1 1/2" Woodgrip Screw #9-15 x 1 1/2" Woodgrip Screw
5V-Crimp Panel `
Moisture Barrier
Plywood Decking (By others)
(By others)
ASTENING PATTERN FOR 5V-CRIMP AT INTERIOR OF PANEL
24" Coverage
#9-15 x 1 1/2" Woodgrip Screw
,--5V-Crimp Panel
\-Moisture Barrier
Plywood Decking (By others)
(By others)
FASTENING PATTERN FOR 5V-CRIMP AT EAVE
NOA No.: 18-0313.02
Expiration Date: 06/29/23
Approval Date: 05/03/18
Page 6 of 9
5V-CRIMP METAL ROOF PANEL
SeeTable A
Herein for Maximum
Fastening Spacing
5V Panel
NOA No.: 18-0313.02
Expiration Date: 06/29/23
Approval Date: 05/03/18
Page 7 of 9
I
DETAIL B
24" Coverage
#9-15 x 1 1/2" Woodgrip Screw #9-15 x 1 1/2" Woodgrip
/-5V-Crimp Panel
\_Moisture Barrier
Plywood Decking (By others)
(By others)
FASTENING PATTERN FOR 5V-CRIMP AT INTERIOR OF PANEL
24" Coverage
#9-15 x 1 1/2" Woodgrip Screw
,
5V-Crimp Panel
\_Moisture Barrier
Plywood Decking (By others)
(By others)
FASTENING PATTERN FOR 5V-CRIMP AT EAVE
NOA No.: 18-0313.02
Expiration Date: 06/29/23
Approval Date: 05/03/18
Page 8 of 9
SeeTable B
Herein for Maximum
Fastening Spacing
END OF THIS ACCEPTANCE
5V Panel
NOA No.: 18-0313.02
Expiration Date: 06/29/23
Approval Date: 05/03/18
Page 9 of 9