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FL# FL5444-R13
Application Type Revision
Code Version 2017
Application Status Pending FBC Appr
Comments LE COPY
Archived
Product Manufacturer CertainTeed Corporation-Roofing
Address/Phone/Email 20 Moores Road
Malvern, PA 19355
(610)893-5400
mark.d.harner@saint-gobain.com
Authorized Signature Mark Harper
mark.d.harner@saint-gobain.com
Technical Representative Mark D. Harner
Address/Phone/Email 18 Moores Road
Malvern, PA 19355
(610) 651-5847
Mark.D.Harner@saint-gobain.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nieminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 03/09/2020
Validated By John W. Knezevich, PE
J Validation Checklist- Hardcopy Received
Certificate of Independence FL5444_R13_C0I_2018._01_C0INIEMINEN,pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D3161 2016
ASTM D3462 2010
ASTM D7158 2011
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 01/24/2018
Date Validated 01/29/2018
Date Pending FBC Approval 01/30/2018
Summary of Products
FL# Model,Number or Name Description
1-
5444.1 CertainTeed Asphalt Roof Shingles 3-tab,4-tab,strip(no-cut-outs), laminated and architectural
asphalt roof shingles
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL5444_&U_u_2=_QL_INAL_EB_CERTAINTEED ASPHALT
Approved for use outside HVHZ:Yes SHTNGLE5_FL5444-R13.pd
Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Refer to ER Section 5 for Limits of Use Evaluation Reports
I FL5444_gj _8E_�Q�$_ FINAL_FU_GERTAINTEED_ASPHALT
(SHING E _FL5444-R13.pjff i
! Created by Independent Third Party: Yes
Contact us::2601 Blair stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Cggyjjght 2007-2013 State of Florida.::Privacy Statement::Accessibility.Statement::Refund statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. `Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emaiis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal
address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,
please click here.
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Product Approval Menu>Product or Appbcation Search>Application Lis[>Apphcat:on Detail>Application Checklist
Form Title: Validation checklist for evaluation report from an architect or engineer
Form #: 9N-3.011(3)(c)
Administrative Validation
1. Verify the evaluator is a Florida Registered Architect or Florida Professional Engineer who
has taken the core building code course.
2. Verify submission of the evaluator's certification of Independence.
3. If the evaluation Is not performed by a third party independent of the manufacturer then
verify validator's certificate of independence.
4. Verify the evaluation report is for the products listed on the application as described on
the application and that the products are within the scope of Rule 9B-72.
5. Verify that test reports demonstrating compliance were performed at a test lab accredited
by an approved accreditation body for the test performed,and verify test lab location.
6. Verify that the test reports or rational analysis are required by the Building Code as a
component of a product approval for the product category and subcategory.
7. Verify that rational analysis demonstrating performance were executed utilizing current
code requirements and was not used in lieu of a standardized test required by the Code
or that rational analysis was not required.
8. Verify that all data,test reports and calculations,are substantiated on the report.
9. Verify that the application has the Code sections and reference standards for which the
evaluation demonstrates compliance.
10. Verify the method of demonstrating compliance indicate any limitations on the use of the
product,as intended.
11. Verify the manufacturer installation instructions are in accordance with the evaluation
report,and attachments are provided.
12. Verify that a quality assurance program audited by a Florida Building Commission
approved third party quality assurance agency is in place.
To the best of my/our knowledge,this application is complete,the items in the checklist
above have been verified and reviewed, and the evaluation report submitted with this
application indicates that the product, method,or system described in this application
meets or exceeds the Florida Building Code requirements and reference standards listed
in the application.
Contact Us;:2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyri ght 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal
address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,
please click here.
NEMO I Etc.
Certificate of Authorization#31455
353 Christian Street, Unit#13
Oxford,CT 06478
(203)262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
EVALUATION REPORT
CertainTeed Corporation Evaluation Report 3532.09.05-1114
20 Moores Road FL5444-1113
Malvern, PA 19355 Date of Issuance:09/22/2005
(610)651-5847 Revision 14:01/24/2018
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 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 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). NEMOJetc. 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 "NEMOJetc. 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 13.
Prepared by:
Robertl.M.Nieminen,P.E.
'
Florida Registration No.59166,Florida DCA ANE1983 Ct>'.F. Q Com: The facsimile seal appearing was authorized by Robert
iF
''•�,✓/;;,�a�O�,,Q:� 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. NEMO I 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 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.
ONEMOletc.
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Asphalt Shingles
Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have
demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code and 6th Edition
(2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards.
Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1507.2.5,R905.2.4 Physical Properties ASTM D3462 2010
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2016
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2011
3. REFERENCES:
Entity Examination Reference Date
UL(TST 1740) ASTM D3161 94NK9632 05/15/1998
UL(TST 1740) ASTM D3161 99NK26506 11/23/1999
UL(TST 1740) ASTM D3161 03CA12702 05/27/2003
UL(TST 1740) ASTM D3161 03CA12702 06/16/2003
UL(TST 1740) ASTM D3161 03NK29847 10/03/2003
UL(TST 1740) ASTM D3161 04CA11329 05/24/2004
UL(TST 1740) ASTM D3161 04CA32986 12/03/2004
UL(TST 1740) ASTM D3161 05NK07049 04/15/2005
UL(TST 1740) ASTM D3161 05NK16778 05/12/2005
UL(TST 1740) ASTM D3161 05CA16778 05/12/2005
UL(TST 1740) ASTM D3161 05NK14836 05/22/2005
UL(TST 1740) ASTM D3161 05NK22800 06/22/2005
UL(TST 1740) ASTM D3462 R684 09/21/2005
UL(TST 1740) ASTM D71S8 05NK08037 06/28/2006
UL(TST 1740) ASTM D3161&D3462 09CA28873 07/23/2009
UL(TST 1740) ASTM D3462 IOCA41303 10/07/2010
UL(TST 1740) ASTM D3161 IOCA41303 10/08/2010
UL(TST 1740) ASTM D7158 10CA41303 10/27/2010
UL(TST 1740) ASTM D3161&D3462 10CA44960 11/11/2010
ULLLC(TST 9628) ASTM D3161,D3462&D7158 13CA32897 11/21/2013
UL LLC(TST 9628) ASTM D3161,D3462 TFWZ.R684 04/22/2014
UL LLC(TST 9628) ASTM D7158 TGAH.R684 04/22/2014
ULLLC(TST 9628) ASTM D3161&D3462 4786334434 09/16/2014
UL LLC(TST 9628) ASTM D3161&D3462 4786570826 02/12/2015
UL LLC(TST 9628) ASTM D3161,D3462&D71S8 4786570717 12/16/2015
UL LLC(TST 9628) ASTM D3161&D3462 478719S678 02/09/2016
ULLLC(TST 9628) ASTM D3161,D3462&D7158 4787380356 10/26/2016
ULLLC(TST 9628) ASTM D3462 4787380357 10/13/2016
ULLLC(TST 9628) ASTM D7158 4787380357 11/08/2016
ULLLC(TST 9628) ASTM D3161 4787380357 11/09/2016
UL LLC(TST 9628) ASTM D3161,D3462&D7158 4787586427 01/25/2017
ULLLC(TST 9628) ASTM D3161&D3462 4788042412 11/15/2017
UL LLC(QUA 9625) Quality Control Service Confirmation Exp.03/09/2020
NEMO ETC,LLC Evaluation Report 3532.09.05-R34
Certificate ojAuthorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-R13
CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 14:01/24/2018
Page 2 of 13
ONEMOJetc.
4. PRODUCT DESCRIPTION:
4.1 Asphalt Shingles:
4.1.1 CT20—,XT-25,XT'"30 and XT'"30 IR are fiberglass reinforced,3-tab asphalt roof shingles.
4.1.2 Arcadia•", Belmont®, Belmont® IR, Carriage House Shangle®, Grand Manor Shangle®, Landmark',
Landmark' IR, Landmark•" Pro, LandmarkTM Premium, Landmark— TL, Landmark' Solaris and
Landmark'"Solaris IR are fiberglass reinforced,laminated asphalt roof shingles.
4.1.3 NorthGate'"'is a fiberglass reinforced,laminated,SBS modified bitumen roof shingle.
4.1.4 Presidential Shake'", Presidential Shake'" IR, Presidential Shake TLTM and Presidential Solaris— are
fiberglass reinforced,architectural asphalt roof shingles.
4.1.5 Hatteras'"',Highland SlateTM and Highland Slate""IR are fiberglass reinforced,4-tab asphalt roof shingles.
4.1.6 Patriot— is a fiberglass reinforced asphalt roof strip-shingle (with no cut-outs) providing a laminated
appearance through an intermittent shadow line with contrasting blend drops for color definition.
4.2 Hip&Ridge Shingles:
4.2.1 Presidential Accessory, Accessory for Hatteras, Shangle Ridge TM, Shadow Ridge'", Cedar Crest'", Cedar
Crest— IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip
and ridge installation.
4.3 Accessory Starter Strips:
4.3.1 SwiftStart®Starter Shingle is a starter strip for asphalt roof shingles. Its overall size of 15-1/4" x 38-3/4"
yields two(2)7-5/8"x 38-3/4"starter pieces per shingle.
4.4 Any of the above listed shingles may be produced in AR(algae resistant)versions.
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 within 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.
5.4 Wind Classification:
5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM
D3161,Class F and/or ASTM D7158,Class H, indicating the shingles are acceptable for us in all wind zones
UP to Vasd = 150 mph (Vit = 194 mph). Refer to Section 6 for installation requirements to meet this wind
rating.
5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate
Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM
D3161,Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1
adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's
application instructions, for use in wind zones up to Vasa=150 mph (Vit=194 mph). Refer to Section 6 for
installation requirements to meet this wind rating.
5.4.3 SwiftStart®Starter Shingle has been evaluated in accordance with ASTM D3161,Class F. Refer to Section 6
for installation requirements to meet this wind rating.
5.4.4 Classification by ASTM D7158 applies to exposure category B or C and a building 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.
NEMO ETC,LLC Evaluation Report 3532.09.05-1114
Certificate of Authorization#31455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-R13
CertainTeed Asphalt Roof Shingles;(610)6S3-5847 Revision 14:01/24/2018
Page 3 of 13
ONEMOletc.
5.4.4.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance(RT)for the CertainTeed
asphalt Roof shingles listed in Section 4.1 through 4.6(except Presidential Solaris')exceeds the calculated
uplift force (FT) at a maximum design wind speed Of Vasd = 150 mph (Vast = 194 mph) for residential
buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean
roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these
conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum
requirements, subject to minimum codified fastening requirements established within any local
jurisdiction,which shall take precedence.
5.5 All products in the roof assembly shall have quality assurance audits in accordance with FAC Rule 61G20-3.
6. INSTALLATION:
6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle
manufacturer's minimum requirements.
6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide
Product Approval, or be Locally Approved per Rule 611320-3, per FBC Sections 1507.2.3, 1507.2.4 or
R905.2.3.
6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published
instructions, using minimum four(4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6
and the minimum requirements herein.
6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the"Steep Slope"directions.
6.3 CertainTeed asphalt shingles are acceptable for use in reroof(tear-off)or recover applications,subject to the
limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions.
6.4 SWIFTSTARTO STARTER SHINGLE:
Fastening: Use four nails, located as shown below
38-3/4"(984 mm)
t
1'(25 mm)from edge 1' (25 mm)from edge —�-I 7-5/8'
(194 mm)
Max 3"
(76 mm)
1 The inner two fasteners must be placed such that they fall at least 3'(76 mm)from
the end joints of the shingle in the succeeding course.
NEMO ETC,LLC Evaluation Report 3532.09.05-1114
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-1113
CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 14:01/24/2018
Page 4 of 13
ONEMOjetc.
LOW AND STANDARD SLOPE STEEP SLOPE
ENGLISH 12" 12" 12" Use four nails and six spots of asphalt roofing cement'for every full
(305 nm) +-(305 mm)--(305 mm)—, shingle(Figure 11-4).Asphalt roofing cement meeting ASTM D4586
1"(25 mm) Sealant 1"(25 mm) Type 11 Is suggested.
--- -I- --
5 5/s"(145 mm)
5!/z"for Abrwod - -T--_ -_ ----
plaar T
T ) _ -
METRK `., 131/8" 131/8" �.- 13118" -.{ RoofingCement
11 Y
1"(25 mm) Sealant 1"(25 mm) Apply 1"(25 mm)spots of asphalt roofing cement
--- - -- -- under each tab corner.
1 Figure 11-1:Use-four nails turd sir spots ofaspW cement on strip slopes
*CAUTION:Excessive use of roofing cement can cause shingles
to blister,
Figure 11-3:Use four nails for m*?ry fuU sbingle.
6.5.1 Hip&Ridge for CT�2(0-,XT-25,XT-30,XTT""30 IR: Cut Shingles
1 It I �2"(50mm) -Remover
(25 mn)U l! )f i 5 12"(305 mm) gsom
li- - (125 mm)
Gap Cap Cap 305 mm) �� �ivtnas
Shingle Shingle Shingle rte�\ stoo\\
Figure 11-24:Cul talo,Men frim back to make cap sbhrgtas ��5 R��`o`No poa Q��`l
(f,ngllsb dime nstrms sbou n).
Figure Il-25:Installation of caps along the bibs and r4as.
6.5.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NP11" adhesive or Henkel "PL®
Polyurethane Roof&Flashing Sealant",in accordance with CertainTeed requirements.
6.6 ARCADIATm:
LOW AND STANDARD SLOPE STEEP SLOPE
Use SIX nails for every full shingle located ac shown below. Use SIX nails and FOUR spas of asphalt roofing cement for every full
shingle as shown below.Apply asphalt roofing cement I"(25 mm)
from edge of shingle.Asphalt roofing cement meeting ASTM D 4586
Type 11 is suggested.
f
1'(25 mm) 1'(25 mm)
Ntil Lirre
Nail
Nail lige fl'(25 mm) 1'(25mm)—
Figure 2:Use sly nallc for every full sbingle. `' =o ,
Figure.j.tise sir nails and four spots of asl)ball
rywfing cement on stomp sh#wv.
NEMO ETC,LLC Evaluation Report 3532.09.05-R14
Certificate of Authorization X31455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-1113
CertainTeed Asphalt Roof Shingles;(610)651-S847 Revision 14:01/24/2018
Page 5 of 13
ONEIVIOletc.
6.6.1 Hip&Ridge for Arcadia^": Cedar Crest—,Cedar Crest" IR
Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch
from each side edge and about 2-inch up from the starter shingle's exposed butt edge,ensuring minimum
%-inch embedment into the deck,or full penetration through the deck. For each full Cedar Crest shingle,
place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge.
For ASTM D3161,Class F performance use BASF"Sonolastic®NP11"adhesive or Henkel "PL®
Polyurethane Roof&Flashing Sealant",in accordance with CertainTeed requirements,to hand-seal
Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the
top piece and extending approximately 4-inch along the sides of the headlap along a line%to 1-inch from
each side of the shingle's headlap. Immediately align and apply the overlying shingle,gently pressing tab
sides into the adhesive,and install nails. To secure the other side,apply a 1-inch diameter spot of NP 1 or
PL adhesive between the shingle layers.
Hand-sealing adhesive
12' r—'I 1/4" t— 4"
20 gam' re AIS (305 r"
IM re f
r �1Smn` 3/4"
1"
Dab of asphalt
cement between 1"
shingle layers
6.7 • OR •
Low and Standard Slope Steep Slope(greater than 21:12):
(2:12 to 21:12): Use SEVEN nails and EIGHT spots of
Use FIVE nails for every full Belmont shingle, asphalt roofing cement"'for every full
located as shown below. Belmont shingle.Apply asphalt roofing
cement 1"(25mm)from edge of shingle.
"'ork33( '
a See below.Asphalt roofing cement meeting
u
Vzmm)—I .� ASTM D4586 Type II is suggested.
5ot'(16mm) 8W* t 12-(36tnm)
U L of I=
o Additional nails it tequned + I�t'(25 mm) 1•(25mn)--_1 �—
5/B'(16 ren) (220 rind
I't15 mm -------Hoofing Cement---
NEMO ETC,LLC Evaluation Report 3532.09.05-R14
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVH2 EVALUATION FL5444-R13
CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 14:01/24/2018
Page 6 of 13
ONEIVIOletc.
6.7.1 Hip&Ridge for Belmont®or Belmont®IR:
6.7.1.1 Option 1: For Belmont,refer to instructions herein for Cedar CrestTM or Cedar Crest"'IR hip and ridge
shingles. For Belmont®IR,refer to instructions herein for Cedar Crestm IR hip and ridge shingles.
6.7.1.2 Option 2: For Belmont: Shangle°Ridge
18, Remove tape
t-12. Exposure from the right side
g• and fasten
SECOND
Fasten the f' 11X
left side RIGHT
FIRST Remove F85/&
This Tape LEFT
Figure 17-19:Dlsiallalion of Shangle®Ridge shingles
Figure 17-18.-Shangle'Ridge. ori hips and ridges.
6.7.1.3 For ASTM D3161,Class F performance use BASF"Sonolastic®NP1`adhesive or Henkel "PL®
Polyurethane Roof&Flashing Sealant",in accordance with CertainTeed requirements.
HOUSE6.8 CARRIAGE ►GRAND MANOR
LOW AND STEEP SLOPE
STANDARD SLOPE Cse seven nails and three spots of asphalt roofing cement for every
full Grand Manor Shangle.Use five nails and three spots of asphalt
I se lire nails for ewes full Shangle. roofing cement for even full Carriage[louse Shangle and Centennial
Slate.Apply asphalt roofing cement i'(25 mm)front edge of shingle
(Figure 17.5).Asphalt roofing cement meeting A.1"f,N U45861\pe II
V 1., is suggested.
1-.—(25 tarn) � (25 mm)
11/2"
5
JIB- (38 mm)
(16 mm) (220 mm) " of less 1..
L�(25 1mm)
Figure 17-4:Use fire nits for eh wry fullC;rand Afanor Sbangle. 5F8 8518"
Carriage/louse Shangle,or Centennial.Siale. (16MI l (220 mm)
25 mmiT Rooting Cement
Figure 17-5:tF'ben inrlalling Grand.1h u n-.h nxl^on sleep.slapes.
use serer nails and three spots ofaspiedl roofing mien!.
6.8.1 Hip&Ridge for Carriage House Shangle®and Grand Manor Shangle:Refer to instructions herein for
Shangle•Ridge hip and ridge shingles
NEMO ETC,LLC Evaluation Report 3S32.09.0S-R14
Certificate of Authorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FLS444-R13
CertainTeed Asphalt Roof Shingles;(610)6S3-5847 Revision 14:01/24/2018
Page 7 of 13
NNEMOjetc.
6.9 LANDMARK'", LANDMARK- IR, LANDMARKM PRO, LANDMARKTM PREMIUM, LANDMARK-
LOW AND STANDARD SLOPE LANDMARK TL
13V 13" 1342"
METRIC DIMENSIONS (343mm)- (330mm)—+(343mm)-+{
2 143/4" 12" I+-1"(25 mm) 1"(25 mm)—I •-
�- {305 min)-*-�-(375 mm)-��-(305 mm)-►j
1"(25 min) Releaser Tape V(25 mm)�I
1'/t
Na lablc
Area Figure 13.4:use four mails for em)-fill shingle.
NorthGate:
wu>E
N IING tY 141'4' 1T
AREA (305 mm) 375 mm) �j r (305 mm)–►I
Nailrg Limb
1'±25 mm) Upwnalk* V(25 mm)—
/140"r na4ln$
AE
71 77
Nailing areas for low and standard*pes(from 2:12 to 2112)
Nal 5af6een upper R kwre•Ves as s!+oan abom
STEEP SLOPE
L'se six nails and four spots of asphalt roofing cement for every full LANDMARK TL
Laminated shingle.See below.Asphalt roofing cement should sleet
ASTM D4586ly a N.Apply r spots of asphalt roofing cement undo �•-131/z"
each corner anti at about 12"to 13"in from each edge. (343 mm) 71
30 mm) (343 mm)
METRIC DIMENSIONS 1125 mm) 1"(25mm)�
I I
x-12" 143/4" - ---12"
(305 mm) (375 mm) (3D5 mm) --- 1"
(25 mm) - (25 mm)
vam ay..r..xu tizxax#r .ma urr cnxr cs:r:: Roding Cef oro
1"(25 mm) Rel pe 1'•(25 mm)- 1
Nail Area
For Sleep Figure 13.5:Use six nails and four spots of
1"—►�I+ +i" asphalt—fingcmnent on steep Dopes
(25 mm) ---- (25 mm;
Roofing Cement
NEMO ETC,LLC Evaluation Report 3532.09.05-R14
Certf7cateofAuthorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FLS444-R13
CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 14:01/24/2018
Page 8 of 13
ONEMOjetc.
NorthGate:
STEEP 12" 14-3/4• 12'
SLOPE Ir--(305 mm)— (375 mm -,,-4305 rnrn +-j
NAILING iNailinmils
AREA l X1"(25 mm) betwee% �wis 1'(25 mm)� �-
na1 mes.
{
7
A7
• ----` #
0o rng-Cement
Nailing areas for steep slopes(greater than 21:12)
and"Storm-Naiiing"
Nail between lower 2 nail lines as shown above.
6.9.1 Hip&Ridge for Landmark'",Landmark""IR,Landmark'Pro,Landmark'"Premium,LandmarkTM TL,
Landmark-Solaris,Landmark'"Solaris IR,NorthGate:
6.9.1.1 Option 1: Shadow Ridge'"or NothGate Accessory
12" 97/8'
(305mm) 415/16(250mm)415/16
66" (125mm) I (125mm)
(150mm) (150mm)
Notch for Notoh for
R Centering Centering
12" ��
(305mm) \Notches for Alignment to (337mm) Notches for Alignment to 75/8"
the Top Edge of the Previous (180mm) the Top Edge of the Previous (196mm)
Cap for 5"(125mm)Exposure Captor55/6'(141mm)Exposure
English Dimension Metric Dimension
Shadow Ridge— Shadow Ridge-
9 27,22'
(250 mm)
415/'16'(125 mm)
131/8"
f {333 mm)—►
Centering Notch 6 5/8-01"6/8'►
_ (168 mm)I/1 188 mm
13 1A' J
T
(337 rnm) Align these / 1 Centering
_
rotches to top 7 13 1/4'
edge ai (19l�) (337 mm)
e /
p evdg ca�rse Align these 7 5/8"
notches to top (194
mm)
edge of
1 previous course.
NorthGate Ridge NorthGate Accessory
NEMO ETC,LLC Evaluation Report 3532.09.05-R14
Certificate of Authorization X32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-R13
CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 14:01/24/2018
Page 9 of 13
ONEIVIOletc.
12"
(3051nn')
/Laying Notch
I
5"(125mm) I
E>Posure
Figure 13-2o.•use laying notcbes to center sbingks on bips and
ridges,and to locate the correct exposure.
6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic• NP11" adhesive or Henkel "PL®
Polyurethane Roof&Flashing Sealant",in accordance with CertainTeed requirements.
6.9.1.3 Option 2: Refer to instructions herein for Cedar CrestTM,Cedar Crest'IR hip and ridge shingles.
6.10 PRESIDENTIAL SHAKET ,PRESIDENTIAL SHAKE—IR,PRESIDENTIAL SHAKE T1.7m,PRESIDENTIAL •
LOW AND STANDARD SLOPE: STEEP SLOPE:
For low and standard slopes,use five nails for each full Presidential For steep slopes,use nine nails for each full Presidential shingle and
shingle as shown below. apply 1'diameter spots of asphalt roofing cement under each shingle tab.
After applying 5 nails In between the nailing guide lines,apply 4 nails t'
Nailing 40"-moi above tab cutouts making certain tabs of overlying shingle cover nails.
Guide Lines (1016 mm)
51/4
—�
(133 min) • • • • •
141/4"
1 1/2' 38 mm) (36�mm) ' ' •— ' — ' }
—r -- y- - —•- - — � i 1..
T
NOTE:Apply nails on painted guideline.
Figure 16-6.•Fastening Presidential and Presidential TL Stake V diameter asphalt roofing cement
sbingles on low and standard slopes
Figure 16-7:Fastening Presidential and Pliriskkmtint TIL Sbake
sbingles on steep scopes.
6.10.1 Hip&Ridge for Presidential Shake',Presidential Shake'IR,Presidential Shake TLI,Presidential
Solarisl:
6.10.1.1 Option 1: Presidential Accessory
PRESIDENTIAL ACCESSORY
Presidential accessory shingles can be used for covering hips and
ridges.Apply shingles up to the ridge (expose no more than 7'from
the bottom edge of the"tooth."Fasten each accessory with two fas-
teners.The fasteners must be 13/4' long or longer,so they penetrate
either 3/4' Into the deck or completely through the deck.Presidential
accessory comes in two different sizes:Accessory produced in
Birmingham,AL Is 12'x 12';Portland,OR produces 97/8' x 131/4'
accessory.
6.10.1.2 For ASTM D3161, Class F performance use BASF "Sonolastice NP1' " adhesive or Henkel "PL®
Polyurethane Roof&Flashing Sealant",in accordance with CertainTeed requirements.
NEMO ETC,LLC Evaluation Report 3532.09.05-R34
Certificate ofAuthorizotion#31455 6T"EDITION(2017)FBC NON-HVH2 EVALUATION FL5444-R13
CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 14:01/24/2018
Page 10 of 13
ONEMOjetc.
6.10.1.3 Option 2:Refer to instructions herein for Cedar Crest'",Cedar Crest'IR hip and ridge shingles.
6.11 HATTERAS"":
LOW,STANDARD AND STEEP SLOPE: 1- -(2,0'."M)
9 _g -q
I (2a0 mm) i2 0 mm) (230 mir) (230 nm) I
I (230 mm) 1.231)mm) (230 mm) (230 mm) I 1 t
x(25 mm) _ _ mm)=
x(25 mm) (25 m_)-1 240 mm)
93(8 ----- Roofing Cement_
(240 mm)
__� flgnrr/5 1:faslrvung/!aIle+ns.lhuieMi nn,Veep.Vapex
For steep slopes.use fine nails and eight sluts of asphalt roofing
Figure 15.3:lasleeiug 11a11eras A'hiuL4es on csmtent for each hill UJUM s shingle as sham abae..y)ply I-
Lon and Slandard.Vopri (25mm)diameter spas of routing cemrm(ASTM 0 9586 Ttpe II
For low and siamdard slopes,use Gee nails for each full suggested)antler each iab corner.Press shingle into place,(lo no(
I Iaucrts shingle as shown aboic. (%pose cement.
CAUTION:Too much roofing cement can cause shingles to blister.
6.11.1 Hip&Ridge for Hatteras'"':
6.11.1.1 Option 1: Accessory for Hatteras
Fasten both sides
i
i
i
I
1 2 3
Figure 15-14.•18 tbrelepiece units separate to make
54 Hatteras Amessory sbingles.
6.11.1.2 Option 2: Cut Hatteras Shingles
—91,—
(230 mm)
I I
s'te�
8' 18"(460 mm) Fgoti\
(203 mm) a`25mc�1
-- - ----- -- 460 mm) .�
Ca
Sh ogle Shingle ShCingle Shingle
Figure 15-20:Cut Hatteras sbinghs to make coder cap. Figure 15-21:Installation of Caps along baps and ridges,
6.11.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1` adhesive or Henkel "PL®Polyurethane
Roof&Flashing Sealant",in accordance with CertainTeed requirements.
NEMO ETC,LLC Evaluation Report 3532.09.05-R34
Certificate ojAuthorization#31455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-R13
CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 14:01/24/2018
Page 11 of 13
ONEMOjetc.
6.12 HIGHLAND SLATE TIA.HIGHLAND SLATE—IR:
LOW AND STANDARD SLOPE: STEEP SLOPE:
_ Use FIVE nails and EIGEIT spots of asphalt roofing cement*for each
Qaon«ro use. i�am wo.o full Highland Slate shingle.For Wand-Dade,SIX nails are required.
Apply t'diameter spots of asphalt roofing cement under each tab
corner.Asphalt roofing cement meeting ASTM D4586 Type N is suggested.
1- 1.
124^rt
QStmm) eCmerd
Miemi-Dadereqs"
SIX nate(Mo refs 1'(M mm)in'Wisdevercenter Noee wmn). I MiemfDeM regwee S1Xneils(Mnneat1•pSmmji�raedatoulmatwvm} -- Roofing
Figure 11-3:Use FI)W nails for�'tNgbland f7ate sbtngle.
Figure 11-3+Use R E naiO and etgbt spots ofaspbalt
rao,Jtnf emm nt ander eacb tab cornet
"CAUTION:Excessive use of roofing cement can cause shingles
to blister.
6.12.1 Hip&Ridge for Highland Slate'',Highland Slate—IR:Refer to instructions herein for Cedar CrestTM,Cedar
CrestTM'IR or Shangle Ridge'"'hip and ridge shingles.
6.13 PATRIOT—:
LOW AND STANDARD SLOPE STEEP SLOPE
Use FOUR nails for every full shingle looted as shown below. lw POUR nails and tour s)x.>ts of asphalt roofing cement for every hull
shingle as shown below.Asphalt roofing cement meeting ASTM D458.6
Type II is sugRested.Apply 1'(25 mm)spots of asphalt roofing
Sealant cement as shown.
CAU"ITON:Excessive use of roofing cement can ctuse shingles to blister.
t•(25 inns
(156 ten) I 1
T (mtmnl t m3 m) — ————— ——
ti-t!8't"i•(15 mmj 1'a5 aeo't—�
1156 mm)t�
T _ = M
12-19 13-IN 124C
6.13.1 Hip & Ridge for Patriot': Refento instructions herein for Cedar Crest"", Cedar Crest'"' IR, Shadow Ridge'",
NorthGate or Shangle Ridge'"hip and ridge shingles.
7. LABELING:
7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of 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.
NEMO ETC,LLC Evaluation Report 3532.09.05-R14
CertecateofAuthoriration#32455 6r"EDITION(2017)FBC NON-HVHZ EVALUATION F15444-1113
CertainTeed Asphalt Roof Shingles;(610)6S1-5847 Revision 14:01/24/2018
Page 12 of 13