HomeMy WebLinkAbout102 NW Airoso -Black Diamond Base SheetCertificate of Authorization #32455
353 Christian Street, Unit #13
Oxford, CT 06478
(203)262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
EVALUATION REPORT
CertainTeed Corporation Evaluation Report 11610.09.08-R18
20 Moores Road FL11288-R17
Malvern, PA 19355 Date of issuance: 09/03/2009
(610) 651-5847 Revision 18: 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 6th Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: CertainTeed Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to
the product(s), the Quality Assurance or the production facility location(s). NEMO ( etc. 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 "NEMOletc. Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 10.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
-
;t;.`; The facsimile seal appearing was authorized by Robert
Nieminen,P.E.on 01/24j2018. This does not serve as an
electronically signed document.
CERTIFICATION Of INDEPENDENCE:
1. NEMO ETC, LLC 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. NEMO ETC, LLC 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 ETC, LLC 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.
NMEMO I etc.
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: U nderlayment
Compliance Statement: CertainTeed Roof Underlayments, as produced by CertainTeed Corporation, have
demonstrated compliance with the following sections of the bth 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
Property
Standard
Year
1SO4.3.1
Wind Uplift
FM 4474
2011
1S07.2.3 / 1507.1.1
Physical Properties
ASTM D226
2009
1507.2.3 / 1507.1.1
Physical Properties
ASTM D4869
2016
1507.2.3 / 1507.1.1
Physical Properties
ASTM D6757
2016
1507.3.3
Physical properties
FRSA/TRI April 2012 (04-12)
2012
1507.2.4 / 1507.1.1, 1507.2.9.2
Physical Properties
ASTM D1970
2015
1507.10.2
Physical Properties
ASTM D4601
2012
1507,11.2
Physical Properties
ASTM D6163
2008
1507.11.2
Physical Properties
ASTM D6164
2011
1507.11.2
Physical Properties
ASTM D6222
2011
TAS 110
Accelerated Weathering
ASTM D4798
2011
I REFERENCES:
Entity
Examination
Reference
Date
ERD (TST6049)
Physical Properties
C7290.01.08
01/16/2009
ERD (TST6049)
Physical Properties
C8440.04.08
04/28/2008
ERD (TST6049)
Physical Properties
C9560.05.08
05/25/2008
ERD (TST6049)
Physical Properties
C10080.09.08-R1
04/17/2009
ERD (TST6049)
Physical Properties
C12960.06.09
06/02/2009
ERD (TST6049)
Physical Properties
3530.12.05-1-R1
10/05/2009
ERD (TST6049)
Wind Uplift
C8370.08.08-R1
10/05/2009
ERD (TST6049)
Physical Properties
3523.03.05-R2
01/12/2010
ERD (TST6049)
Physical Properties
C30890.03.10-1
03/17/2010
ERD (TST6049)
Physical Properties
C3500.04.10
04/07/2010
ERD (TST6049)
Physical Properties
C31840.05.10
05/10/2010
ERD (TST6049)
Physical Properties
C31860.05.10
05/18/2010
ERD(TST6049)
Physical Properties
C31850.06.10
06/25/2010
ERD (TST6049)
Physical Properties
C35460.05.11
06/16/2011
ERD (TST6049)
Physical Properties
C34940.09.11-R1
10/04/2011
ERD (TST6049)
Accelerated Weathering
C40840SC
06/11/2012
ERD (TST6049)
Physical Properties
C40050.09.12-2
09/28/2012
ERD (TST6049)
Wind Uplift
C39670.08.12
08/20/2012
ERD (TST6049)
Physical Properties
C31410.10.10-R1
11/02/2012
ERD (TST6049)
Physical Properties
C45240.01.14-1
01/15/2014
ERD (TST6049)
Physical Properties
C32930.01.11-112
01/20/2014
ERD (TST6049)
Physical Properties
C45240.01.14-2
01/24/2014
ERD(TST6049)
FM 4470
CTR-SC9920.01.16-RI
01/20/2016
ERD (TST6049)
Wind Uplift
CTR-SC10420.01.16
01/25/2016
ERD (TST6049)
FRSA/TRI April 2012, Tile Slippage
CTR-SC11415.11.16
11/28/2016
MTI (TST 2508)
Physical Properties
DXO8C4A
03/22/2004
MTI (TST 2508)
Physical Properties
TX1486A-001
02/27/2006
MTI(TST 2508)
Physical Properties
TX1486B-002
03/13/2006
MTI(TST 2508)
Physical Properties
TX14136F-006
03/13/2006
MTI(TST 2508)
Physical Properties
TX1486E-005
03/13/2006
PRI (TST5878)
Physical Properties
CTC-034-02-01
11/24/2008
PRI (TST5878)
Physical Properties
CTC-075-02-01
02/15/2011
PRI (TST5878)
Physical Properties
CTC-067-02-01
08/08/2011
PRI (TST5878)
Wind Uplift
CTC-112-02-01
12/12/2011
PRI (TST5878)
Physical Properties
CTC-163-02-01(x3)
05/10/2013
PRI(TST5878)
Physical Properties
CTC-189-02-01
11/18/2013
NEMO ETC, LLC.
Evaluation Report 11610.09.08-R18
Certificate of Authorization#31455
6' EDITION (2017) FBC NON-HVHZ EVALUATION
FL11288-1117
CertainTeed Roof Underlayments; (610) 6SI-S847
Revision is: 01/24/2018
Page 2 of 10
Enti Examination
PRI (TST5878) Physical Properties
UL, LLC. (QUA9625) Quality Control
4. PRODUCT DESCRIPTION:
NNEMOjetc.
Reference Date
CTC-327-02-01 06/28/2017
Service Confirmation Exp. 03/09/2020
4.1 Self -Adhering Underlayments:
4.1.1 WinterGuardT" HT is a glass scrim reinforced, self -adhering, film -surfaced waterproofing underlayment;
meets ASTM D1970.
4.1.2 WinterGuardT"° Sand is a glass mat reinforced, self -adhering, sand -surfaced waterproofing underlayment;
meets ASTM D1970.
4.1.3 WinterGuard'" Granular is a glass mat reinforced, self -adhering, granule -surfaced waterproofing
underlayment; meets ASTM D1970.
4.1.4 Metatayment— is a self -adhering, film -surfaced, waterproofing underlayment; meets ASTM D1970.
4.1.5 Black Diaemnd Base Street is a self -adhering, glass mat reinforced, fine -mineral surfaced, SBS modified
roof underlayment; meets ASTM D1970.
4.1.6 Flintlastic SA PiyBase is a self -adhering, glass mat reinforced, film -surfaced, SBS modified roof
underlayment for use as a base -layer in multi -ply underlayment systems; meets ASTM D1970.
4.1.7 Flintlastic SA Mid Ply is a self -adhering, polyester reinforced, film -surfaced, SBS modified roof
underlayment for use as a base -layer in multi -ply underlayment systems; meets ASTM D6163, Type 1,
Grade S.
4.1.8 Flintlastic Ultra Glass SA is a self -adhering, glass mat reinforced, fine -mineral surfaced, SBS modified roof
underlayment for use as a base -layer in multi -ply underlayment systems; meets ASTM 06163, Type I,
Grade S.
4.1.9 Flintlastic SA Cap FIR is a self -adhering, glass mat reinforced, granule -mineral surfaced, SBS modified roof
underlayment; meets ASTM D6163, Type I, Grade G.
4.1.10 Flintlastic SA Cap is a self -adhering, polyester reinforced, granule -mineral surfaced, SBS modified roof
underlayment; meets ASTM D1970, ASTM D6164, Type 1, Grade G and FRSA/TRI April 2012.
4.2 Torch Applied Underlayments:
4.2.1 Flintlastic GTA is a torch -applied, polyester reinforced, granule -surfaced, APP modified roof underlayment;
meets ASTM D6222, Type 1, Grade G.
4.3 Asphalt Applied Underlayments:
4.3.1 Flintlastic ISMS is an asphalt -applied, polyester reinforced, granule -surfaced, SBS modified roof
underlayment; meets ASTM D6164, Type I, Grade G.
4.4 Mechanically Attached Underlayments:
4.4.1 Flintlastic SA NailBase is a glass mat reinforced, film -surfaced, SBS modified roof underlayment for use as
a mechanically attached base -layer in multi -ply underlayment systems; meets ASTM D4601, Type 11,
4.4.2 Roofers' Select is an asphalt -impregnated, organic felt reinforced with glass fibers roof underlayment;
meets ASTM D6757.
NEMO ETC, LLC. Evaluation Report 11610.09.08-R18
Certificate ofAuthorization #3245S C' EDITION (2017) FBC NON-HVHZ EVALUATION FL11288-R17
CertainTeed Roof Underlayments; (610) 651-5847 Revision 18: 01/24/2018
Page 3 of 10
5. LIMITATIONS:
Z1',/NEM01et5,
5.1 This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Laboratory Report; refer to current Approved Roofing Materials
Directory or test report from accredited testing agency for fire ratings of this product.
5.4 CertainTeed 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 (AHJ) for approval based on this evaluation combined with supporting data
for the prepared roof covering.
5.5 Allowable Roof Covers:
TAW
I- R00VC0VER
601rioNS
Underlayment
Asphalt
Nail -On
Foam -On
Mortar-
Wood
Shingles
Tile
Tile
Set Tile
Metal
Shakes &
Slate
Shingles
Roofers' Select
Yes
No
No
No
No
No
No
WinterGuard HT
Yes
No
No
No
Yes
Yes
Yes
WinterGuard Sand or
Granular
Yes
No
No
No
No
Yes
Yes
Black Diamond Base
Yes
No
No
No
No
Yes
Yes
Flintlastic SA Cap
Yes
Yes
Yes
Yes
No
Yes
Yes
See 5.5.1
Flintlastic SA Cap FIR
No
No
No
No
No
Yes
Yes
MetaLayment
Yes
No
No
No
Yes
Yes
Yes
Flintlastic GTA
No
yes
Yes
yes
No
Yes
Yes
See 5.5.1
Flintlastic GMS
No
Yes
Yes
Yes
No
Yes
Yes
See 5.5.1
5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations.
Adhesive Florida Product I
Underlayments
Approval
Dow TileBond" FL22525 Flintlastic SA Cap or Flintlastic GMS
ICP Adhesives Polyset' AH-160 FL6332 Flintlastic SA Cap, Flintlastic GTA or Flintlastic GMS
1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance
Performance.
MEMO ETC, LLC. Evaluation Report 11610.09.08-R18
Certificate of Authorization#31455 6r" EC(TSON (2017) FBC NON-HVHZ EVALUATION FLUL28€-ri27
CertainTeed Roof Underlayments; (610) 651-5847 Revision 18: 01/24/2018
Page 4 of 10
NNEMO I et'i
5,6 Allowable Substrates:
5.6.1 Direct -Bond to Deck:
WinterGuard HT, WinterGuard Sand, WinterGuard Granular or MetaLayment self -adhered to:
New or existing plywood
FlintPrime or ASTM D41 primed new or existing plywood.
Black Diamond Base, Flintlastic SA PlyBase, Flintlastic SA Mid Ply, Flintlastic Ultra Glass SA, Flintlastic SA
Cap or Flintlastic SA Cap FR self -adhered to:
➢ New or existing plywood;
FlintPrime, FlintPrime SA or ASTM D41 primed new or existing plywood;
r FlintPrime, FlintPrime SA or ASTM D41 primed structural concrete.
Flintlastic GMS in hot asphalt to:
%= FlintPrime or ASTM D41 primed structural concrete.
Flintlastic GTA torch -applied to:
FlintPrime or ASTM D41 primed structural concrete.
5.6.2 Bond to Mechanically Attached Base Sheet or Adhered Base Ply:
WinterGuard HT, WinterGuard Sand, WinterGuard Granular or MetaLayment self -adhered to: ASTM
D226, Type I or II felt.
Black Diamond Base Sheet, Flintlastic SA PlyBase, Flintlastic SA Mid Ply, Flintlastic Ultra Glass SA,
Flintlastic SA Cap, Flintlastic SA Cap FR self -adhered to: Flintlastic SA NailBase or ASTM D226, Type I or 11
felt.
v Flintlastic SA Cap or Flintlastic SA Cap FR self -adhered to: Flintlastic SA PlyBase or Flintlastic SA MidPly.
Flintlastic GMS in hot asphalt to: ASTM D226, Type I or 11 felt, ASTM D4601, Type 11 base sheet, Black
Diamond Base Sheet or Flintlastic Ultra Glass SA.
Flintlastic GTA torch -applied to: ASTM D226, Type I or 11 felt, ASTM D4601, Type II base sheet, Black
Diamond Base Sheet or Flintlastic Ultra Glass SA.
5.6.3 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 or mortar -set 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 or mortar -set 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 = -240 psf:
Deck: Structural concrete to meet project requirements to satisfaction of AHJ.
Primer: FlintPrime or ASTM D41.
Base Sheet: Black Diamond Base Sheet or Flintlastic Ultra Glass SA, self -adhered.
Underlayment: Flintlastic GTA, torch -applied or Flintlastic GMS, applied in hot asphalt.
#2 Maximum Design Pressure = -555 psf:
Deck: Structural concrete to meet project requirements to satisfaction Of AHJ.
Primer: FlintPrime, FlintPrime SA or ASTM D41.
Base: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered.
Underlayment: Flintlastic SA Cap, self -adhered
NENIO ETC, LLC. Evaluation Report 11610.09.08-R18
Certificate of Authorization#32455 6" EDITION (2017) FBC NON-HVHZ EVALUATION' FL11288-R17
CertainTeed Roof Underlayments; (610) 651-5847 Revision 18: 01/24/2018
Page 5 of 10
#10 Maximum Design Pressure = -67 5 psf: *NEMO I etc.
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet;
Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet
Fasteners: Cap nails: 1-inch diameter, 0.032-inch thick metal cap with 0.120-inch shank diameter, annular ring
shank nails
Spacing: 6-inch o.c. at 4-inch lap and 6-inch o.c. at five (5) equally spaced, staggered center rows in the field of
the sheet.
Underlayment: Flintlastic GMS, applied in hot asphalt.
#11 Maximum Design Pressure = -75 0 psf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Flintlastic SA NailBase
Fasteners: 12 ga., 1%-inch long galvanized ring shank nails through 32 ga., 15/8-inch diameter tin caps
Spacing: 6-inch o.c. at the min. 2-inch laps and 6-inch o.c. at four (4) equally spaced, staggered rows in the field
of the sheet.
Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered.
Underlayment: Flintlastic SA Cap, self -adhered.
#12 Maximum Design Pressure = -90 0 psf:
Deck: Min. IS/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet;
Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet
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: Flintlastic GMS, applied in hot asphalt or Flintlastic GTA, torch -applied.
#14 Maximum Design Pressure = -105 0 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet;
Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet
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: Flintlastic GMS, applied in hot asphalt or Flintlastic GTA, torch -applied.
#15 Maximum Design Pressure = -105 0 psf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Flintlastic SA NailBase
Fasteners: 12 ga., 1%-inch long galvanized ring shank nails through 32 ga., 15/8-inch diameter tin caps
Spacing: 4-inch o.c. at the min. 2-inch laps and 4-inch o.c. at four (4) equally spaced, staggered rows in the field
of the sheet.
Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered,
Underlayment: Flintlastic SA Cap, self -adhered.
5.6.3.1 All other direct -deck, adhered CertainTeed underlayment systems beneath foam -on or mortar -set the
systems carry a Maximum Design Pressure of -45 psf.
5.6.3.2 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.
NEMG ETC, I.I.C. Evaluation Report 11610.09.08-R18
Certificate of Authorization #32455 67' EDITION (2017) FBC NON-HVHZ EVALUATION r LA288- �11
CertainTeed Roof Underlayments; (610) 651-5847 Revision 18: 01/24/2018
Page 7 of 10
NNEMOletc.
5.7 Exposure Limitations:
Roofers' Select shall not be left exposed for longer than 30-days after installation. Refer to installation
instructions specific to anticipated exposure in Section 6.
Black Diamond Base, WinterGuard HT, WinterGuard Sand, WinterGuard Granular or MetaLayment shall
not be left exposed for longer than 180-days after installation.
Flintlastic SA Cap, Flintlastic SA Cap FR, Flintlastic GTA or Flintlastic GMS do not have an exposure
limitation, unless the prepared roof covering is to be adhesive -set tile atop Flintlastic SA Cap, GTA or GMS,
in which case the maximum exposure is 180 days.
Flintlastic SA NailBase, Flintlastic SA PiyBase, Flintlastic SA Mid Ply and Flintlastic Ultra Glass SA, for use as
a base -layer in a multi -ply underlayment system, shall not be left exposed for longer than 30-days after
installation, prior to placement of subsequent underlayment layer.
5.8 Tile Slippage Limitations (per FRSA/TRI April 2012 (04-12)):
When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall
be as follows. These slope limitations can only be exceeded by using battens during loading of the roof
tiles.
TABLE
I
I Underlayment
- -----
2,' TILE SLIPPAGE •
Tile Profile
• • DIRECT-DECKDIRECT-DECK TILE INSTALLATIONS
Staging Method
Maximum
Slope
Fl t tic GMS
All
Max. 10-tile stack
4:12
Flintlastic GTA
All
Max. 10-tile stack
6-12
Flintlastic SA Cap
Flat
Max. 6-tile stack (4 over 2)
6:12
Lugged
Max. 6-tile stack {4 over 2}
5:12
6. INSTALLATION:
6.1 CertainTeed Roof Underlayments shall be installed in accordance with CertainTeed 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 primed the substrate (if applicable).
6.3.1 Flintlastic SA Nai►Base, Flintlastic SA PiyBase and Flintlastic SA Mid Ply are limited to use as a base or mid -
layer in multi -ply underlayment systems beneath Flintlastic SA Cap or Flintlastic SA Cap FR.
6.3.2 Flintlastic Ultra Glass SA is limited to use as a base -layer in multi -ply underlayment systems beneath
Flintlastic GTA or Flintlastic GMS.
6.3.3 Install the base -layer underlayment to the substrates detailed in Section 5.6 in accordance with
CertainTeed published installation instructions, followed by the final underlayment layer in accordance
with the instructions outlined below for the particular top -layer underlayment.
6.3.4 Roof cover limitations are those are those associated with the top -layer underlayment, as set forth in
Table 1.
NEMO ETC, LLC. Evaluation Report 11610.09.08-R18
Certftate ofAuthorization#32455 6"' EDITION (2017) FBC NON-HVHZ EVALUATION FL11288-1117
CertainTeed Roof Underlayments; (610) 651-S847 Revision 18: 01/24/2018
Page 8 of 10
MEMO I etc.
6.4.1 Shall be installed in compliance with current CertainTeed published installation requirements and FBC
1507 for the type of prepared roof covering to be installed.
6.4.2 Non -Tile Applications:
Shall be fully self -adhered to the substrates noted in Section 5.6. Side laps shall be minimum 4-inch and
end -laps minimum 6-inch wide, pressed firmly with a seam -roller, and offset end -laps minimum 2 feet
from course to course.
Consult CertainTeed instructions for use of FlintBond SBS Modified Bitumen Adhesive, trowel grade, on
the 6-inch end laps and T-seam detailing.
Consult CertainTeed instructions regarding back -nailing requirements.
6.4.3 Tile Applications (FlintlosticSA Cap only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein.
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 5.6.3 herein.
6.5 Flintlastic GTA. Z
6.5.1 Flintlastic GTA shall be installed in compliance with current CertainTeed published installation
requirements. For use in tile applications, Flintlastic GTA 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 the roof systems (Base Sheet Limited per 5.6.2)
6.5.2 Flintlastic GTA shall be fully torch applied to the substrates noted in Section 5.6. Side (horizontal) laps
shall be minimum 3-inch and end (vertical) laps minimum 6-inch wide, and offset end -laps 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 )ap edge.
6.5.3 Consult CertainTeed instructions regarding back -nailing requirements.
6.6.1 Flintlastic GMS shall be installed in compliance with current CertainTeed published installation
requirements. For use in tile applications, Flintlastic GMS 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 the 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.
6.6.2 Flintlastic GMS shall be fully asphalt -applied to the substrates noted in Section 5.6. Side (horizontal) laps
shall be minimum 3-inch and end (vertical) laps minimum 6-inch wide, and offset end -laps 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.
6.6.3 Consult CertainTeed instructions regarding back -nailing requirements.
NEW ETC, LLC, Evaluation Report 11610.09.08-R38
Certificate of Authorization#32455 6"' EpITION (2017) FBC NUN-HVHZ EVALUATION FL11288-1117
CertainTeed Roof Underlayments; (610) 651-5847 Revision 18: 01/24/2018
Page 9 of 10
* N EM10 I etc.
6.7.1 Standard -Slope Application (4:12 and greater): Starting at the lower edge of the roof, apply a single layer
of Roofers' Select parallel to the eaves, overhanging drip edge by %-inch. Overlap ends (vertical laps) at
least 4-inch and sides (horizontal laps) at least 2-inch. Offset end laps from course to course at least 6-
feet. Apply flat and unwrinkled, fastening as required to hold in place.
6.7.2 Low Slope Application (2:12 up to 4:12): Starting at the lower edge of the roof, cover the entire deck by
applying a double layer of Roofers' Select parallel to the eaves. Begin by applying a 19-inch wide starter
strip of Roofers' Select along the eaves, overlapping the drip edge by YZ-inch. Place a full -width sheet over
the starter, with lower edge flush to the starter's lower edge. Apply succeeding 36-inch wide courses up
the roof slope, overlapping the previous course by 19-inch in "shingle -fashion". Overlap ends at least 12-
inch. Offset end laps from course to course at least 6-feet. Apply flat and unwrinkled, fastening as
required to hold in place.
6.7.3 Eaves Flashing for Ice Dam Protection (all slopes): Eaves flashing may be constructed from self -adhering
waterproofing underlayment holding Florida Product Approval, or by applying a double layer of Roofers'
Select cemented together with asphalt roofing cement (ASTM D 4586, Type II). Eaves flashing should be
installed to a level of at least 24-inch inside the interior wall line, or in areas of severe icing, at least up to
the highest water level expected to occur from ice dams to the satisfaction of the Authority Having
Jurisdiction (AHJ).
6.8 Tile Staging (Flintlastic SA Cap. Flintlastic GTA or Flintlastic GMS):
6.8.1 Tile shall be loaded and staged in a manner that prevents the slippage and/or damage to the
underlayment. Refer to Table 2 herein, and CertainTeed published requirements for tile staging.
6.8.2 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.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction (AHJ) in order to properly evaluate the
installation of this product.
MANUFACTURING PLANTS:
Contact the noted CIA agency for information on product locations covered for F.A.C. 611320-3 QA requirements.
The following plants have qualified products under their respective physical properties specifications.
Specification
• i
ASTM D1970
WinterGuard HT, MetaLayment, Flintlastic SA PlyBase
ASTM D4601
Flintlastic SA NaiiBase
ASTM D6163
Flintlastic SA Mid Ply, Flintlastic Ultra Glass SA, Flintlastic SA Cap FR
Little Rock, AR
ASTM D6164
Flintlastic GMS
ASTM D1970, ASTM D6164 &
FRSA/TRI April 2012
Flintlastic SA Cap
ASTM D6222
Flintlastic GTA
Shakopee, MN
ASTM D1970
WinterGuard Sand, WinterGuard Granular, Black Diamond Base Sheet,
Shreveport, LA
ASTM D6757
Roofers' Select
9. QUALITY ASSURANCE ENTITY:
UL, LLC. — QUA9625; (414) 248-6409; karen.buchmann@ui.com
- END OF EVALUATION REPORT —
NEMO ETC, I.I.C. Evaluation Report 11610.09.08-1118
Certificate of Authorization #32455 6T' EDITION (2017) FBC NON-HVHZ EVALUATION 1_11238-R17
CertainTeed Roof Underlayments; (610) 651-5847 Revision 18: 01/24/2018
Page 10 of 10