HomeMy WebLinkAboutEVALUATION REPORT0
SCANNED
BY
St. Lucie County
ENGINEER EVALUATE
EVALUATION REPORT
Polyglass USA, Inc.
1111 West Newport Center Drive
Deerfield Beach, FL 33442
(954)233-1230
NEMO j etc.
Certificate of Authorization #32455
353 Christian Street, Unit #13
Oxford, CT 06478
(203)262-9245
TEST CONSULT CERTIFY
Lion Report P12060.02.09-1124
�L52_S9�R28 T
Date of Issuance:02/24/2009
Revision 24: 01/24/2018
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E.
for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products
described herein have been evaluated for compliance with the 6h Edition (2017) Florida Building Code sections noted
herein.
DESCR PilOgfLsfa RuofiJaderiayinents
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the
product(s), the Quality Assurance or the production facilitylocation(s). NEMO Ietc. requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by:the words "NEMOIetc. Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report -is. displayed, then it shall be done TJJLmt rre1&"V
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user y the m�a�;yf�JJje�r,°, �r i
distributors and shall be available for inspection at the job site at the request of the Building Official"J�(i`— t/d
This Evaluation Report consists of pages 1 through 14. REV'E
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCAAN£1983
CODE COMPLIANCE
ST. LUCIEPP��C,,�cOUNTY
BOCC
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 01/24/2018. This does not serve as an electronically
signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMOietc. 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. NEMOJ etc. 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 NEMO I etc. 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-NEM0 I etc.
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by PDlyglass USA, Inc., have demonstrated compliance with the
following sections of the a Edition (2017) Florida Building Code through testing in accordance with the following Standards.
Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section
Prove
Standard
Year
1504.3.1
Wind Uplift
FM 4474
2011
1504.3.1
Wind Uplift
UL1897
2012
1507.2.3 / 1507.1.1
Physical Properties
ASTM D226
2009
1507.2.4 / 1507.1.1, 1507.2.9.2
Physical Properties
ASTM D1970
2015
1507.3.3
Physical Properties
FRSA/TRI April 2012
2012
1507.11.2
Physical Properties
ASTM D6164
2011
1507.11.2
Physical Properties
ASTM D6222
2011
TAS 110 -
Accelerated Weathering
ASTM D4798
2011
3. REFERENCES:
int4y
Examination
Reference
Date
FM Approvals (TST 1867)
Wind Uplift
3004091
01/12/2000
PRI (TST 5878)
Physical Properties
PRI01111
04/08/2002
PRI (TST 5878)
' Physical Properties
PUSA-005-02-01
01/31/3002
PRI (TST 5878)
Physical Properties
PUSA-013-02-01
12/23/2002
PRI (TST 5878)
Physical Properties
PU5A-013-02-02
12/23/2002
PRI (TST 5878)
Physical Properties
PUSA-013-02-03
12/23/2002
PRI (TST 5878)
Physical Properties
PUSA-018-02-01
07/14/2003
PRI (TST 5878)
Physical Properties
PUSA-028-02-01
07/13/2005
PRI (TST 5878)
Physical Properties
PUSA-033-02-01
01/12/2006
PRI (TST 5878)
Physical Properties
PUSA-035-02-01
09/29/2006
PRI (TST 5878)
Physical Properties
PUSA-055-02-02
12/10/2007
PRI (TST 5878)
Physical Properties
PUSA-061-02-02
01/28/2008
PRI (TST 5878)
Physical Properties
PUSA-076-02-01
02/22/2008
PRI (TST 5878)
Physical Properties
PUSA-083-02-01
04/14/2008
PRI (TST5878)
Physical Properties
PUSA-088-02-01
07/29/2009
MTI (TST 2508)
Physical Properties
JX20H7A
04/01/2008
MTI (TST 2508)
Physical Properties
RX14E8A
01/29/2009
ERD (TST 6049)
Physical Properties
11752.09.99-1
02/08/2000
ERD (TST 6049)
Wind Uplift
11757.08.01-1
08/13/2001
ERD (TST 6049)
Wind Uplift
11776.06.02
01/16/2003
ERD (TST 6049)
Physical Properties
02200.07.03
07/14/2003
ERD (TST 6049)
Wind Uplift
'P1740.01.07
01/04/2007
ERD (TST 6049)
Physical Properties
P5110.04.07-1
04/11/2007
ERD (TST 6049)
Wind Uplift
P9260.03.08
03/21/2008
ERD (TST 6049)
Physical Properties
P13450.08.09
08/13/2009
ERD (TST 6049)
Wind Uplift
P30540.11.09-R1
11/30/2009
ERD (TST 6049)
Physical Properties
P11030.11.09-1
11/30/2009
ERD (TST 6049)
. Wind Uplift
P11030.11.09-2
11/30/2009
ERD (TST 6049)
Physical Properties
P11030.11.09-3
11/30/2009
ERD (TST 6049)
Physical Properties
P33360.06.10
06/25/2010
ERD (TST 6049)
Physical Properties
P33370.03.11
03/02/2011
ERD (TST 6049)
Physical Properties
P33370.04.11
04/26/2011
ERD (TST 6049)
Physical Properties
P37300.10.11
10/19/2011
NEMO ETC, LLC. Evaluation Report P32060.02.09-R24
Certificote of Aothor.'wtion#32455 6' EDITION (2017) FBC NON-HVH2 EVALUATION FL5259-R28
Polyglass Roof Underlayments; (9S4) 233-1230 Revision 24: 01/24/2018
Page 2 of 14
ONEMOjetc.
Enti Examination Reference Date
ERD (TST 6049) Physical Properties P40390.08.12-1 08/06/2012
ERD (TST 6049) Physical Properties P40390.08.12-2 08/07/2012
ERD (TST 6049) Physical Properties C41420.09.12-3 - 09/11/2012
ERD (TST 6049) Wind Uplift P39680.03.13 03/04/2013
ERD (TST 6049) Physical Properties P45370.04.13 04/26/2013
ERD (TST 6049) Wind Uplift P1738.02.07-R2 04/29/2013
ERD (TST 6049) Wind Uplift 11757.04.01-1-R1 04/30/2013
ERD (TST 6049) Wind Uplift 'P41630.08.13 08/06/2013
ERD (TST 6049) Wind Uplift P11751.05.03-R1 11/26/2013
ERD (TST 6049) Wind Uplift P11781.11.03-R1 11/26/2013
ERD (TST 6049) Physical Properties P45270.05.14 05/12/2014
ERD (TST 6049) Physical Properties 6020.07.14-1 09/08/2014
ERD (TST 6049) Physical Properties 6020.09.14-2 09/08/2014
ERD (TST 6049) . Physical Properties 6020.09.14-3 09/08/2014
ERD (TST 6049) Physical Properties 6020.09.14-4 09/08/2014
ERD (TST 6049) Physical Properties 6020.09.14-5 09/08/2014
ERD (TST 6049) Physical Properties 6020.09.14-6 09/08/2014
ERD (TST 6049) Physical Properties P46520.10.14 10/03/2014
ERD (TST 6049) Physical Properties P43290.10.14 10/17/2014
ERD (TST 6049) Physical Properties PLYG-SC7550.03.15 03/24/2015
ERD (TST 6049) Physical Properties P40390.04.15 04/03/2015
ERD (TST 60,19) Physical Properties P44360.10.14-R1 05/18/2015
ERD (TST 6049) Physical Properties PLYG-SC8080.05.15-1 05/20/2015
ERD (TST 6049) Wind Uplift PLYG-SC8905.05.16-1 05/17/2016
ERD (TST 6049) Physical Properties PLYG-SC8080.07.16 07/16/2016
ERD (TST 6049) Wind Uplift PLYG-SC12025.10.16 10/12/2016
ERD (TST 6049) Physical Properties PLYG-SC13040.12.16 12/27/2016
ERD (TST 6049) Physical Properties PLYG-SC11900.03.17 03/10/2017
ERD (TST 6049) Physical Properties PLYG-SC12115.08.17 08/08/2017
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 Materials Affidavit Polystick SA Compound 08/18/2011
UL, I.I.C. (QUA9625) Quality Control Service Confirmation Exp. 10/05/2018
4. PRODUCT DESCRIPTION:
4.1.1 Elastobase is a fiberglass reinforced, SBS modified bitumen base sheet.
4.1.2 Elastobase P is a polyester -reinforced, SBS modified bitumen base sheet.
4.1.3 Polyglass G2 Base is a fiberglass -reinforced, asphaltic base sheet.
4.1.4 Polyglass APP Base is a fiberglass -reinforced, APP modified bitumen base sheet.
4.2.1 Polystick MTS or Polystick MTS PLUS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass
fiber reinforced, surfaced with polyolefinic film surface; meets FRSA/TRI April 2012.
4.2.2 Po(ysfick IR-Xe is arnominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an
aggregate surface; meets ASTM D1970.
4.2.3 Polystick TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a
polyester fabric surface; meets ASTM D1970 and FRSA/TRI April 2012.
NEMO ETC, LL[. Evaluation Report P12060.02.09-R24
Certifrcare ofAuthorizotian #32455 67"EDITION(2017)FBC NON-HVHZ EVALUATION FLS259-R29
Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018
Page 3 of 14
'ON I etc.
4.2.4 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass-fiber/polyester
reinforced, with a granular surface; meets FRSA/TRI April 2012.
4.2.5 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/m2 polyester
fabric surface; meets ASTM D3970 and FRSA/TRI April 2012.
4.2.6 Polyflex SAP, Polyflex SAP FIR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR) are polyester
reinforced, APP modified bitumen cap sheets; meet FRSA/TRI April 2012.
4.2.7 Polystick Dual Pro' is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polyester fabric surface; meets ASTM D3970.
4.2.8 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 FRSA/TRI April 2012.
4.2.9 Polystick MU-X is a nominal 54-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polypropylene film surface; meets AC188 and physical requirements of ASTM D1970 (See Section
5.8).
4.3.1 Elastoflex G TU is a polyester reinforced, modified bitumen tile underlayment composed of a sand -surfaced SBS
modified bitumen back -side and granule -surfaced APP modified bitumen top -side. Elastoflex G TU is for use as an
alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System' from FRSA/TRI April
2012 (04-12) beneath mechanically fastened tile roof systems or Hot Asphalt applied "Cap Sheet" in the 'Two Ply
System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems.
4.3.2 Elastoflex S6 G and Eiastoflex S6 G FIR are polyester reinforced, SBS modified bitumen cap sheets; meet ASTM D6164.
Elastoflex S6 G and Elastoflex S6 G FIR 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 56 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 FIR is for use as an
alternate to Hot Asphalt applied "Cap Sheet" in the 'Two Ply System" from FRSA/TRI April 2012 (04-12) beneath
mechanically fastened tile roof systems.
4.3.3 Polyflex G and Polyflex G FIR are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222.
Polyflex G is for use as an alternate to Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012
(04-12) beneath mechanically fastened or adhered tile roof systems. Polyflex G FIR 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.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither NEMOIetc. nor Robert Nieminen, P.E. are, in any way, the Designer of
Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or
design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire
ratings of this product.
5.4 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced
within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for
approval based on this evaluation combined with supporting data for the prepared roof covering.
NEMO ETC, U.C. Evaluation Report P12060.02.09-R24
Certificate of Authorization H32455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments; (9541 233-1230 Revision 24: 01/24/2018
Page 4 of 14
IAL
"FI
Nenno l etc.
5.5 Allowable Roof Covers:
�fii*..mF;t,� `'v.�.?x'..rt.sY, k�*?",..�` o: fs.s�s.�r.-`'"���:a"�TABLE
L�ROOF
[OVER OR770NS*4z ,� .:.. 2' )•' �`�*"_,e
a�� 'fif�..>-.�ci+e;�}"_
Underlayment
Asphalt Shingles
Nall -On Tile
Foam -On Tile
Metal
wood Shakes
& Shingles
Slate
Elastobase
Yes
Yes
(Base Sheet in 2-ply rystem)
Yes
(Base Sheet in 2-ptysys[em)
Yes
Yes
Yes
Elastobase P
Yes
Yes
(Base Sheet In 2-ply system)
Yes
(Base Sheet in 2-ply system)
Yes
Yes
Yes
PolyglaSS G2 Base
No
Yes
(Base Sheet in 2-ply rystem)
yes
(Base Sheet In 2-ply system)
No
No
No
yglass APP Base
NoYes
(ease Sheet in 2-ply system)
(Base ShW net -ply system)
No
No
No
stick NITS or MTS PLUS
Yes
Yes
No
Yes
Yes
Yes
ystick lR-Xe
Yes
No
No
No
Yes
Yes
ystick TU
Na
Yes
Yes (See 5.5.1)
Na
No
Na
stick TU Plus
Yes
Yes
Yes (See 5.5.1)
Yes
Yes
Yes
stick TU Max
No
Yes
Yes (See 5.5.1)
Yes
No
Na
stick Dual Pro
yes
No
No
Ves
Yes
Yes
stick Tile Pro
CoYes
Yes
Yes
Yes (See S.S.1)
Yes
Yes
Yes
stick MU-X
Yes
No
No
Yes
Yes
Yes
toflex S6G
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
toflex S6 G FR
Yes
Yes
No
No
Yes
Yes
toflex G TU
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
flexG
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Polyflex FR
Yes
Yes
No
No
Yes
Yes
flex SAP cr SAP FR
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
e-Hide SA-APP Cap Sheet
A-APP Cap Sheet (FR)
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations.
TABLE
IA.IU OW!{9,LET{tEADHESIVE"(UNDE(tUITRAFNT �.3-s•?
,
OM9INATIOrd$ is+: »r i-.-��'- .e�.. i.
_. u -
Adhesive
Florida Product
Approval
Underlayments
DAP Foam Touch'n Seal StormBond Roof
Tile Adhesive
FL14506
Polystick TU Plus, Polystick TU Max
Dow TileBondt"
FL22525
Polystick TU P,-Polystick TU Plus, Polyp" SAP or Tile Pro
Polystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro,
ICP Adhesives Polyset® AH-160
FL6332
Elastoflex G TU, Elastoflex 56 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR,
Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR)
Polystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro,
ICP Adhesives Polyset® RTA-1
FL6276
Elastoflex G TU, Elastoflex 56 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR,
•
Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR)
'Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
NEMO ETC, U.C. Evaluation Report P120E0.02.09-R24
Cenificore ojAurhprrzatipn rl32455 eEDITION(20171 FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments; (9S4) 233-1230 Revision 24: 01/24/2018
Page 5 of 14
ONEMOletc.
5.6 Allowable Substrates:
5.6.1 Direct -Bond to Deck:
Polystick (all variations), Dual Pro, Tile Pro, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet
(FR) self -adhered to:
➢ New untreated plywood; ASTM D41 primed new untreated plywood; Existing plywood; ASTM D41 primed existing
plywood; New or existing, unprimed OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed
Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels
(designed and installed to meet wind loads for project).
Nate: Polyglass does not require priming of new or existing plywood or OSB sheathing. New or existing plywood or
OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes.
Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to:
➢ ASTM D41 primed structural concrete.
Polyflex G or Polyflex G FR torch -applied to:
➢ ASTM D41 primed structural concrete.
5.6.2 Bond -to -Insulation:
Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered
to:
➢ ASTM C1289, Type II, Class 1 polyisocyanurate or Type V polyisocyanurate-composite insulation; Dens Deck
DuraGuard; Dens Deck Prime; orSECUROCK Gypsum -Fiber Roof Board.
Elastoflex G TU, Elastoflex S6 G or Elastoflex 56 G FR in hot asphalt to:
➢ Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board.
Polyflex G or Polyflex G FR torch -applied to:
➢ ASTM D41 primed structural concrete; Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum
requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam -on tile
systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of
the insulation/underlayment system in accordance with FBC Section 1504.3.1.
5.6.3 Bond to Mechanically Attached Base Laver:
Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or
Tile Pro self -adhered to:
➢ ASTM D226, Type I or II felt; Elastobase; Elastobase P or Mule -Hide Nail Base.
Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to:
➢ ASTM D226, Type I or 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.
NEMO ETC, U.C. Evaluation Report P12060.02.09-R24
Certi/irate afAuthorrzotion#33455 EDITION (2017) F8C NON-HVH2 EVALUATION FL5259-R28
Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018
Page 6 of 14
IONenno l etc.
5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not
address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment
forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not
addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications. Maximum Design Pressure is the
result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure
divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-
12), Appendix A, Table 1A or FBC 1609 for determination of design wind loads.
#1 Maximum Design Pressure=-90 osf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: None
Base Ply: (Optional) Polystick MTS or 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.
#2 Maximum Design Pressure =-97 5 osf-
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Base Ply: (Optional) Polystick MTS or 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 and back -nailed within the selvedge -edge side laps using 12 ga. x
1Y" ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c.
#3 Maximum Design Pressure =-105 osf.,
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: WB-3000
Base Ply: (Optional) Polystick MTS or 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 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.
#4 Maximum Design Pressure=-135 osf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: (Optional) PG100 or ASTM D41
Base Ply: .(Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
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 osf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, 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.
#6 Maximum Design Pressure = -622 5 osf:
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=-3b.0 osf':
Deck: Min. 15/32-inch OSB to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: Cinch 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 or 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.
NEMO ETC, LLC. Evaluation Report P32060.02.09-1124
Certificate ofAuthorrzation N32455 e EDITION (2017) FBC NON-HVH2 EVALUATION FL5259-R28
Polygla% Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018
Page 7 of 14
ONEMOletc.
#8 Maximum Design Pressure =-37.5 osf':
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: 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.
Base Ply: (Optional) Polystick MTS or 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.
#9 Maximum Design Pressure =-37 5 osf':
Deck: Min.19/32-Inch plywood to meet project requirementsto 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 Idng x 1-inch head diameter round metal cap nails
Spacing: 6-inch o.c. at the 3-inch wide side laps and 12-inch c.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 osf':
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 diametertin caps
Saacing: 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 or 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 G TU, applied in full mopping of hot asphalt.
#11 Maximum Design Pressure=-45 osf'-
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.
Base Ply.f (Optional; for use with self -adhering underlayment only) Polystick MTS or 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 G TU or Elastoflex 56 G, applied in full mopping of hot
asphalt.
#12 Maximum Design Pressure =-45 osf
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 rnws.
Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#13 Maximum Design Pressure =-52 5 osf:
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 =-525osf:
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.
Base Ply: (Optional) Polystick MTS or 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.
NEMO ETC, LLC Evaluation Report P12060.02.09-R24
CenlJ@ote of Authorization#32455 e EDITION (2017) FBC NON-HVH2 EVALUATION FL5259-R28
Polyglass Roof Underlayments; ISM) 2333230 Revision 24: 01/24/2018
Page 8 of 14
ONEMOletc.
#15 Maximum Design Pressure =-52.5 osf:
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 osf:
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.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#17 Maximum Design Pressure =-60 osf:
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: OMG #12 Standard Roofgrip with OMG Flat Bottom Metal Plates
Spacing: 12-inch o.c. at the 4-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#18 Maximum Design Pressure =-67 5 osf:
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 underloyment)
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.
#19 Maximum Design Pressure=-75 osf:
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 underloyment)
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 MAX% Cap
Fasteners
Spacing: 10-inch o.c. at the 4-inch wide side laps and 10-inch c.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mapping of hot asphalt or torch -applied or Polyflex G, torch -
applied.
#20 Maximum Design Pressure =-90 osf
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.
#21 Maximum Design Pressure = -90 osf:
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.
#22 Maximum Design Pressure =-90 osf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having 2 insdiction.
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 56 G, applied in full mopping of hot asphalt.
NEMO ETC, U.C. Evaluation Report P12060.02.09-R24
Cedilcate ofAuthorizotion N32455 6n"EDITION (2017) FBC NON-HVH2 EVALUATION FL6259-R28
Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018
Page 9 of 14
ONEMOletc.
#23 Max!mLtm Design Pressure=-900sf:
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 underloyment)
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: 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.
#24 Maximum Design Pressure =-97.5 osf
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.
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hilo SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
#25 Maximum Design Pressure=-105 osf:
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 c.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 =-112 5 osf:
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: 6-Inch D.C. at the 4-inch wide side laps and 6-Inch c.c. at four (4) equally spaced staggered center rows.
Primer: PG100 or ASTM D41 primer at all tin -caps
Base Ply: Polystick MTS or 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.
#27 Maximum Design Pressure = -120 Dsf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: 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 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#28 Maximum Design Pressure =-120 osf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface)
Fasteners: Trufast #12 DP or Trufast #14 HD with Trufast 3" Metal Insulation Plates
Spacing: 6-Inch o.c. at the 4-inch wide side laps and 6-inch o.c. at five (5) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt.
5.6.4.1 All other direct -deck, adhered Polyglass underlayment systems beneath foam -on tile systems carry a Maximum
Design Pressure of -45 psf.
NEMO ETC, I.I.C. Evaluation Report P32060.02.09-1124
- certlf)cate of Authorization#32455 e EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R28
Potyglass Roof Underlayments; (994) 233-1230 Revision 24: 01/24/2018
Page 10 of 14
ONEMOletc.
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 IA.
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. Commorly 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.
Folystick IR-Xe or Polystick MU-X shall not be left exposed for longer than 90-days after installation.
Polystick MTS, MTS PLUS, TU P, TU Plus, TU Max, Dual Pro, Tile Pro or Elastoflex G TU shall not be left exposed for
longer than 180-days after installation.
Polyflex SAP or SAP FR, or Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not have an exposure
limitation, unless the prepared roof covering is to be adhesive -set tile, in which case the maximum exposure is 30
days.
Elastoflex S6 G or Elastoflex S6 G FR or Polyflex G or Polyflex G FR does not have an exposure limitation, unless the
prepared roof covering is to be adhesive -set tile (Elastoflex S6 G or Polyflex G only), in which case the maximum
exposure is 180 days.
5.8 Polystick MU-X has been found through comparative testing to have a lesser coefficient of friction than ASTM D226
roofing felt in a dry condition, tested at standard laboratory conditions. Agreement between purchaser and seller, as
set forth in Section 4.3, Note 1 ofASTM D1970-15, should be established as to slip resistance.
5.9 Tile Slippage Limitations (FRSA/TRI Aoril 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
���, .s "" a r„au3�.a4a�'�'r.At+tEZ'iTLLESEt{�!AG�d.tAAIT�T[pF�i4Hr�IREC[i'�ECK
Underlayment Tile Profile
TIII: �NSTAtfAtAONs; �"
Staging Method
�� '�a� �,
Maximum Slope
Elastoflex G TU
Flat
SO -tile stack
7:12
Lugged
8-tile stack (6 over 2)
6:12
Elastoflex S6 G or 56 G FR
Flat or Lugged
6-tile stack (4 over 2)
4:12
Polystick MTS or MTS PLUS
Flat
6-tile stack (4 over 2)
5:12
Lugged
6-tile stack (4 over 2)
4:12
Polystick Tile Pro
Flat or Lugged
6-tile stack (4 over 2)
7:12
Polystick TU Max
Flat
6-tile stack (4 over 2) or 10-tile stack
7:12
Lugged
6-tile stack (4 over 2)
7:12
Lugged
10-tile stack
6:12
Polystick TU P
Flat
6-tile stack (4 over 2)
6:12
Lugged
6-tile stack (4 over 2)
4:12
Polystick TU Plus
Flat or Lugged
6-tile stack (4 over 2)
7:12
Flat or Lugged
10-tile stack
6:12
Polyflex G or G FR
Flat or Lugged
6-tile stack (4 over 2)
q:12
Polyflex SA P or SA P FR
Flat or Lugged
6-tile stack (4 over 2)
4:12
NEMO ETC, U.C. Evaluation Report P32060.02.09-R24
Cenifitote ajAuth.rk&im#32455 6n'EDITION (2017)F8C NON-HVHZ EVALUATION FL5259-R29
Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018
Page 11 of 14
ONEIVIO I etc.
6. INSTALLATION:
6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation requirements
subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove
any dust and debris prior to application, and prime the substrate (if applicable).
6.3.1 Non -Tile Applications:
Shall be installed in compliance with the codified requirements for ASTM D226, Type II underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, 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.
6.3.2 Tile Applications:
Elastobase, Elastobase P or Mule -Hide Nail Base are limited to use as a mechanically attached base sheet in the "Two
Ply System" from FRSA/TRI April 2012 (04-12). Reference is made to Table 1 and Section 5.6.4 herein, coupled with
FRSA/TRI April2012 (04-12) Installation Manual.
6.4.2
u,nLan=u ,,, LUMpuance wim me comnea requirements for ASTM D1970 (except Polystick TU P) underlayment
in FBC Table 1507.1.1 for the type of prepared roof covering to be installed.
Direct -to -Deck with Mechanically Fastened Roof Covers,
All self -adhering materials, with the exception of Polystick TU Plus, Polyflex SAP or SAP FR and Mule -Hide SA-APP
Cap Sheet or SA-APP Cap Sheet (FR) should be back -nailed in selvage edge seam in accordance with Polyglass / Mule -
Hide back nailing guidelines. 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.
All seal -lap seams (selvage laps) must be [k,
firmly rolled with a minimum 28 lb. hand .+ 4:x 4
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 PG5o0 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
NEMO ETC, LLC. Evaluation Report P32060.02.09-R24
Certificate of Authoraotion#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-RZ8
Polyglass Roof Undedayments; 1954) 233-1230 Revision 24: 01/24/2018
Page 12 of 14
*NEMO I etc.
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.
6.4.3 Tile Applications (not allowed for Polystick Dual Pro, IR-XeorPolystick MU-&
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 S.6.4 herein.
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, 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.
Polystick MTS or MTS PLUS followed by Polystick TU P, TU Plus, TU Max, Tile Pro or Polyflex SAP is allowable for use
under foam -on tile systems. Limits of use are those associated with the top -layer material. This is not a requirement,
but is allowable if a 2-ply underlayment system is desired. -
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 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.
6.6.1 Polyflex G or Polyflex G FIR shall be installed in compliance with current Polyglass published installation requirements.
For use in tile applications:
✓ Polyflex G is for use as an alternate to the Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April
2012 (04-12) beneath mechanically fastened or adhered tile roof systems (Base Sheet Limited per 5.6.3).
✓ Polyflex G 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).
NEMO ETC, U.C. Evaluation Report P12060.02.09-R24
Certificate of Authorizotion#32455 6"'EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-RZB
Polyglass Roof Underlayments; 1954) 233-1230 Revision 24: 01/24/2018
Page 13 of 14
• ONEMO I etc.
6.6.2 Polyflex G or Polyflex G FR shall be fully torch -applied to the substrates noted in Section 5.6. Side laps shall be
minimum 3-inch and end -laps minimum 6-inch wide, off -set minimum 3 feet from course to course. Side and end
laps shall be fully heat -welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap
edge.
6_7 Tile Staging:
6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to
Table 2 herein, and Polyglass published requirements for tile staging.
6.7.2 Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRI April 2012 (04-12) must be used
on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or sail-
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.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
B. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. 611520-3 CA requirements. The following
plants have qualified products under their respective physical properties specifications.
9.
Fernley, NV, Hazleton, PA & Winter Haven, FL
ASTM D1970
Polystick MU-X
Hazleton, PA
M-D 13-0004
Elastoflex G TU
Hazleton, PA &Winter Haven, FL
ASTM D1970
Polystick IR-Xe
ASTM D1970 & FRSA/TRI April 2012
Polystick TU Plus
ASTM D1970 & FRSA/TRI April 2012
Pol stick TU Max
Tuscaloosa, AL
ASTM D4601, Type II
Polyglass G2 Base
Winter Haven, FL
ASTM D226 (physicals)
Elastobase, Elastobase P
ASTM D6509
Polyglass APP Base
FRSA/TRI April 2012
Polystick MTS, Polystick MTS PLUS
FRSA/TRI April 2012
Polystick TU P
FRSA/TRI April 2012
Polyflex SAP, Polyflex SA P FR
ASTM D1970
Polystick Dual Pro
ASTM D1970 & FRSA/TRI April 2012
Polystick Tile Pro
ASTM D6164
Elastoflex S6, Elastoflex 56 G FR
ASTM D6222
PolyFlex G, Polyflex G FR
tYrihYXri�1v3lTl;f_tPq�� 111�'A
UL, LLC—QUA9625; (314) 578-3406; k.chancellor@us.ul.com
-END OF EVALUATION REPORT -
NEMO ETC, LLC. Evaluation Report P12060.02.09-R24
certificate of Authorization#32455 6'"EDITION (20171 FBC NON-HVH2 EVALUATION FLS259-1128
Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018
Page 14 of 14
SCANNED
BY
:t Lucie County
NOV 0 6 "0I119
9T, 6ugle teunty, Permitting
NEone I etca
Certlflcate ofAuthorlratlon #32455
353 Christian Street, Unit il13
Oxford, CT 06478
(203)252.9245
MIN€ER EVALUATE U§T €OWULT CERTIFY
One Owens Corning Parkway FL10674-R35
Toledo, OH 43659 Date of Issuance: 02/06/2012
(740) 404.7829 Revision 10: 08/15/2019
SCOPE:
This Evaluation Report Is Issued under Rule 6113120.3 and the applicable rules and regulations governing the use of
construction materials In the State of Florida. The documentation submitted has been reviewed by Robert Nleminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume, The products
described herein have been.evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted
herein,
DESCRIPTION: Owens Corning Asphalt Roof Shingles
LABELING: Labeling shall be In accordance with the requirements of the Accredited Quality Assurance Agency noted
herein and FBC 1507.2.7.1 / R905.2.6.1
CONTINUED COMPLIANCE: This Evaluation Report Is valid until the named product(s) changes, the referenced Quality
Assurance documentation changes, or provisions of the Code that relate to the product change, Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nleminen, P.E. of any changes to the
product(s), the Quality Assurance or the production facility location(s), NEW Ietc. requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle,
ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMOietc, Evaluated" may be displayed In
advertising literature, If any portion of the Evaluation Report is displayed, than It shall be done In Its aentirety,
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to thepile/ p]eq a turer or
Its distributors and shall be available for inspection at the job site at the requ�i�(theEB, uilldinn Offiicc® q�i ae
This Evaluation Report consists of pages 1 through 10, CO®�
Prepared by: -= COMPLIANCE
ST. LUCIE COUNTY
BOCC
� EAT€ flf a
Robert J,M.Nieminen P.E. *,g. yt The facsimllosaalaPPoaringwaaauthorized bVRobert
^� +' Nlaminen,RE. on 08/15/2019, This deal not servo as an
Florida Registration No, 59166, Florida DCA ANE1983 %! Iimg electronically slgnod document,
CERTIFICATION OF INDEPENDENCE:
1, NEMOletc. 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, NEMOIatc, Is not owned, operated or controlled by any company manufacturing or distributing products It evaluates,
S. Robert Nleminen, 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 Nleminen, P.E. does not have, nor will acquire, a financial Interest In any other entity Involved In the approval process of the
product.
S. This Is a building code evaluation, Neither NEMOI etc, nor Robert Nleminen, 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 deslgn guidance unless retained specifically
for that purpose.
02028, NEMO ETC, LLC
NNEM0 I ae°
ROOFING SYSTEMS EVALUATION!
Sub -Category: Asphalt Shingles
Compliance Statement! Owens Corning Asphalt Roof Shingles, as produced by Owens Corning, have
demonstrated compliance with the following sections of the 61h Edition (2017) Florida Building Code and Florida
Building Code, Residential Volume through testing In accordance with the following Standards. Compliance Is
subject to the Installation Requirements and Limitations / Conditions of Use set forth herein,
1507,24 R905.2.3
1507.2.5, R905.2,4
15071,7A, R905.2.6,1
1507,2.7,1, R905,2,6,1
Physical Properties
Physical Properties
Wind Resistance
Wind Resistance
ASTM D1970
ASTM D3462
ASTM D3162
ASTM 07158
2015
2010
2026
2011
IBM
Refereoce
Data
Owens Corning
Declaration
Equivalency Declaration
08/06/2019
PRI(TST5878)
ASTM D1970
OCF-382.02.01
10/24/2017
UL LLC (CER9626)
Physicals & Wind Resistance
File R2453, Vol, 3
02/15/2007
UL LLC (CER9626)
Physicals & Wind Resistance
20120516-R2453
05/16/2012
UL LLC (TST9628)
Physical Properties
OSCA20263
04/18/2006
UL LLC (TST9628)
Wind Resistance
11CA34308
02/18/2012
UL LLC (TST9628)
Physicals & Wind Resistance
4786093137
02/01/2014
UL LLC (TST9628)
Wind Resistance
4786126532
02/10/2014
UL LLC (TST9628)
Physical Properties
Classification letter
02/13/2014
UL LLC (TST9628)
Physical Properties
Classification letter
10/02/2015
Miami -Dade (CER3592)
FBC HVHZ Compliance
Various NOAs
Various
PRI (QUA9110)
Quality Control
Service Confirmation
04/05/2020
d. PRODUCT DESCRIPTION:
4.1 ACCESSORY STARTERS:
4.1.1 Starter Strip Shingle, Starter strip Plus and SRS TopShield Starter are starter strips for asphalt roof shingles. Meets
AD I M U9492.
4.1.2 Starter Shingle Roll Is a mineral -surfaced, fiberglass-relnforced, self -adhering SBS modified bitumen starter strip,
nominal 7.2-Inch wide x 33-ft 4-Inch long roll, for use with asphalt shingles, Meets ASTM D1970,
4,2 A4ptiAtTSHINGLES:
4.2.1 Classic' and Supreme' are fiberglass reinforced, 3-tab asphalt roof shingles. Meets ASTM D3462.
4.2.2 Berkshire' are fiberglass reinforced, 4-tab asphalt roof shingles, Meets ASTM D3462,
4.2.3 Duration, TruDefinitlon' Duration, Duration' Premium Cool, TruDefinitlon Duration' Designer Color Collection,
TruDefinitlon' Oakridge , Oakridge' and WeatherGuard' HP are fiberglass reinforced, laminated asphalt roof
shingles, Meets ASTM D3452,
4.3.1 Berkshire' Hip & Ridge Shingles with Sealant, DuraRldge® Hip & Ridge Shingles with Sealant, ProEdgee Hip & Ridge
Shingles and WeatherGuard' HP Hip & Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles.
Meets ASTM D3462.
NEMid iff€, LL€ Evaluation Report 037940.02.12•1130
Certftata orAuthon:ation#32455 9ra €Bifm(mil F66 N®N=HVH2 €VALUATION fL10E14-ffi§
Owens Corning Asphalt Roof Shingles Revision 10: 08/15/2019
Page 2 of 10
ONEM010ca
5.1 This Is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nleminen, P.E, are, In any way, the Designer
of Record for any project on which this Evaluation Report, or previous versions thereof, Is/was used for permitting
or design guidance unless retained specifically for that purpose,
5.2 This Evaluation Report Is not for use In FBC HVHZ jurisdictions,
5.3 Fire Classification Is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for
fire ratings of this product,
5 Wind Classification:
5.4.1 The Owens Corning asphalt shingles noted In Section 4.2 are Classified In accordance with FBC Tables 1507.2.7.1
and R905,2.6,1 to ASTM D3161, Class F and/or ASTM D7158, Class H, Indicating acceptable use In all wind zones
up to Va,d =150 mph (Vult =194 mph), Refer to Section 6 for Installation requirements to meet this wind rating.
Note: Classification by ASTM D7158 applies only to exposure category B or C, as defined In FBC 1609.4.3, and a
mean roof height of 60 feet or less. Calculations by a qualified design professional are required for conditions
outside these limitations. Contact the shingle manufacturer for data specific to each shingle,
5.4.2 Starter Strip Shingle, Starter Strip Plus and SRS TopShield Starter noted In Section 4.1.1 and the Owens Corning hip
& ridge shingles noted In Section 43 are Classified In accordance with FBC Tables 1507.2,7,1 and R905.2,6,1 to
ASTM D3161, Class F, Indicating acceptable use In all wind zones up to Vssd = 150 mph (Vuit = 194 mph), Refer to
Section 6 for Installation requirements to meet this wind rating,
5.4.3 Refer to Owens Corning published Information on wind resistance and Installation limitations.
5,S All products In the roof assembly shall have quality assurance audit In accordance with F,A,C. Rule 61G20.3,
6.1 GENERAL:
6.1.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle
manufacturer's minimum requirements,
6.1.2 Underlayment shall be acceptable to the shingle manufacturer and shall hold current Florida Statewide Product
Approval, or be Locally Approved per Rule 61G20.3, per FBC Sections 1507.2.3, 1507,2,4 or R905.2.3,
6.1.3 Fasteners shall be In accordance with the shingle manufacturer's published requirements, but not less than FBC
1507.2.6 or R905,2.5, Staples are not permitted.
6.1.4 Owens Corning asphalt shingles are acceptable for use In reroof (tear -off) or recover applications, subject to the
limitations set forth In FBC Sectlon 1511 or R908 and published In5tallation Instructions.
6.2.1 Installation of Starter Strip Shingle, Starter Strip Plus and SRS TopShleld Starter shall comply with the
Corning current published Instructions, using minimum five (5) nails per strip.
Figure 1: Minimum Nailing, Starter Strip
Figure 2: Minimum Nailing, Starter Strip Plus
NEW €t€, LL€ Evaluation Report 037940.02.12•RIb
CertVicote of Authorization #32455 0 €®h10N (2011) FOE N6N=RVR2 €VALWICIN fL106i4.1t10
Owens Corning Asphalt Roof Shingles Revision 10: 08/15/2019
Page 3 of 20
ONEMOleteg
6.2.2 Installation of Starter Shingle Roll shall comply with the Owens Corning current published Instructions,
Drip edge
t adhesive
along eaves
Figure 5: Starter Shingle Roll
Underiayment
edge
Starter Shingle Roll adhered
directly to underlayment end
primed drip edge
6.3 ASPHALT SHINGLES:
6.3.1 Installation of asphalt shingles shall comply with the Owens Corning current published Instructions, using
minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or R905.2.6, with the following exceptions:
D Berkshire' shingles require minimum five (5) nalls per shingle.
r0 WeatherGuard' His shingles require minimum six (6) nails per shingle.
Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required
Refer to Owens Corning published Information on wind resistance and Installation limitations.
6.3.1.1 Classics & Supreme:
Normal
Wind. Areas
Area porn vionros normaloa
IAI t
r
6"Bapoaurs
Expostoidn
Mansard or Ares pare
Hlah Wlnd deavenea y
Aroea vionfas fuartn
T 10 x
Figure 4: Minimum Nailing, Classic & Supreme
(Standard Size)
Normal
Wind Areas
Area par& vlantas normaloa
a (A) x t"
a00 Exposure
Exposioidn
Mansard or Area pare
High Wind deavanos y
Areas vlonros fusrrea
�� z° ® t•
Figure 5: Minimum Nailing, Classic & Supreme
(Metric Size)
NEM@ Eft, LLE Evaluation Report 037940.02,12-1110
Certocste of Autharfrallon#32455 6M 01TION(260) fK NON•NVNi@VALUAfION fL10674-ff1§
Owens Corning Asphalt Roof Shingles Revision 10: 08/15/2019
Pago 4 of 20
6.3,2.2 Berks Ire°;
Figure 6: S-Nall Pattern, Berkshire
ONE-moletev
81e1am Strip
La Bra do 5e11edor
Figure 7: 6-Nall Pattern, Berkshire
8eahmstrlp
La the de tellador
r, BYr' 8Yf' e'N' 8Yr'
1"
t
t ti ,S ti1
Aophah rooMgcement
Cemanto de nahode astaha
Figure 8: Mansard or Steep Slope Pattern, Berkshire
IN
N€M® €10, me Evaluation Report 037940.02.12-1110
Certificate of Authorization #32455 0 € fifft 12617) PH NON-HVH2 €VALUAfft Pt10674•R39
Owens Corning Asphaft Roof Shingles Revision 10: 08/15/2019
Page 5 of 10
NNEmo I ate.
6.3.1.3 Duration®, TruDefinitlone Duration, Duration® Premium Cool & TruDeflnitlono Duration' Designer Color Collection:
4-Nail Fastening Pattern
SuroNail®fastening am width
Nall, Typical
1" 12" I I 12" 1"
.._term er -,.,_!'= n uwni •,__a.ro 4am"a4ne++'s'=.Y:
5.115" 5.5/8
ewav".
Figure 9: Standard 4-Nall Pattern, Duration
6-Nell Fastening Pattern
auroNali�fasunine area width.
r Nall, Typical
1" IV, ' _ / 12"
Rwnirca -busk+.-----',s---`.-�R ---i1 .!_arms rmr .w.rwa=:-.. 1,.
61re" 65/t°
ewer..
Figure 10: 6-Nell Pattern, Duration
Fastening for Slopes Greater Than 21:12
aurelialM fasFNall,
width
ypical
12"m Ca 6�uHAa4 1.,
6+116" 5.51V +
it
—71"
Four 1" Spots of Asphalt Roofing Cement
Figure 11: Mansard or Steep Slope Pattern, Duration
N€PAB €T€I LL€ Evaluation Report 037940,02.32-RSO
Certificate afAvthoriratlon #32455 §fa €BITION 12110) FOE NBN•RVRS EVALUATION fU@9944RH
Owens Corning Asphalt Roof Shingles Revision 10: 08/15/2019
Page 6 of 10
ONSM01atel
6.3.24 TruDeflnitlon'Oakrldae®.Oakrldee®:
4 Nall Pattern
Esquema Con clavos
8 5/6" Exposuro
Exposfddn de 661opulg.
12,
6 5/0" Exposure I
Expas7Nan dS 5 M pulp,
Figure 12; Standard 4-Nall Pattern, Oukridge
6 Nall Pattern
Esquema con 6 clavos
i�
S 8/8" Exposuga
Exposld6n de 66/8pulp,
t2'
8 8/8" gxpo5um '
Exposlddn de 6618 pul6.
Figure 13: 6-Nall Pattern, Oukridge
WOOD Muffs ITH width
P NSY, Typical
POP Io Spot, ohNphoR Roofing Commit
Fleure 14: Mansard or Steeo.Sleee Pnttnrn. nakrldae
N€FAB €f€s LL€ Evaluation Report 037940.02.12•R10
Certificate of Authorlcotlon#32455 Of€tiffm(20111 fit N6N=WVN2 €VALUMION FU85JOA
Owens Corning Asphalt Roof Shingles Revision 10: 08/15/2019
Page 7 of 10
6.3.1.5 WeatherGuard® HP:
E@®�OTO u 58 rap
E,P,eJ W;I r?,11
Figure 15; 6-Nall Pattern, WeatherGuard HP
NNoil Pattern
quemt con 41avo§ ON 11160 fromulaWluim
Eap9su[� 9 Fosta�ars at�Yin�fido a Li iglu b
@9pslcido de Villa pp19, 8 sine ores
Poaro pow do comegof do fadi0 de0A= 1 pugad4
Figure 16: Mansard or Steep -Slope Pattern, WeatherGuard HP
6.4 HIP & RIDGE SHINGLES:
6.4.1 Installation of asphalt shingles shall comply with the Owens Corning current published Instructions.
Y Berkshire' Hip and Ridge Shingles with Sealant and DuraRldge® Hip & Ridge Shingles wlth Sealant require
minimum two (2) nails per shingle.
9 WeatherGuard' HP Hip and Ridge Shingles and ProEdgem Hip & Ridge Shingles require minimum four (4)
nails per shingle.
Refer to Owens Corning published Information on wind resistance and Installation limitations.
WM6 €f€r LL€ Evaluation Report 037940.02.12•RSO
Cert1flcuteofAuthorlranon#32455 §re €Bifl®N (2611) F®€ NON-HVH2 €VALUA716N F1,166744Ri§
Owens Corning Asphalt Roof Shingles Revision 10: 08/15/2019
Page 8 of 10
6.4.1.1 Berkshire® HIP & Ridge with Sealant and DuraRldgeO Hip & Ridge Shingles with Sealant:
Fig. A
P11®usllingWi vlonin ro4
Dlr®s41An dpl vlanta predaminante
�I411a ® - —a
C AVQG
I I
A I I
I I
�I I
PEr�,oeurt-►
Araik, M dt I M
Figure 17: Isometric View, Berkshire and DuraRldae
6.4.1.2 WeatherGuarde HP Hip & Ridge Shingles:
Fig. A R
4 Dir otbn Wlno A
NO@ A
I
A
I I
� AA
I I
axpoe�uru
Figure 19: Isometric View, WeatharGuard HP Hip & Ridge
Fig, 0
Top view
II"
II"
Figure 18: Plan View, Berkshire and DuraRldae
Fig, C Hip & Ridge Shingle Fastening
Topvw
None Nails
7"
2 2"
1' t'
1 1 o
g, Exposure
'I
Figure 20: Plan View, WeatherGuard HP Hip & Ridge
N€M@ €f€r M Evaluation Report 037940.02,12•1110
Certificate ofAarhorlcatlon #32455 0'" €BMBN 126i71 FOE NBN•HVNZ €VALUMIBN €U0074AM
Owens Corning Asphalt Roof shingles Revision 10: 00/15/2019
Page 9 of 10
6.4.1.3 ProEdge° Hip & Ridge Shingles:
Prevailing
Wind Direction Solhor Strip
46'-' B' Etpotore
7 h'
Figure 21: Isometric View, ProEdge
ON'Emoletes
Standard
Fastening
Pattern
��
»•
�� . r
12'
Sealant
7�f'
S"Etpature
I�—f2°�
Figure 22: Plan View, ProEdge
7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
7,2 Asphalt shingle wrappers shall Indicate compliance with one of the required classifications detailed In FBC Table
1507.2.7.1 / R905.2.6.1.
of this product.
QA requirements,
PRI Construction I
or
on
Having Jurisdiction In order to
MOMS, LLG— 4UA911U I f 3l31 b21•D,
END OF EVALUATION REPORT -
eva
N€MO €fi€, a Evaluation Report 037840,02,12•RSO
Crrtlilc0a of Authorization #32455 6'u €bifION (2617) €06 NON•RVNS €VALUMION €L166744M
Owens Corning Asphalt Roof Shingles Revision 10t 08/15/2019
Pogo 10 of 10