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EVALUATION
SERVICED
ICC-ES Evaluation Report
ESR-1389
Reissued January 2024 This report also contains:
Revised March 2024 -CBC Supplement
Subject to renewal January 2025
ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an
endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service,LLC,express or implied,as to any finding or
other matter in this report,or as to any product covered by the report.
Copyright®2024 ICC Evaluation Service,LLC.All rights reserved.
DIVISION: 07 00 00— REPORT HOLDER: EVALUATION SUBJECT: p o ',t ro
THERMAL AND CERTAINTEED LLC CERTAINTEED
MOISTURE ASPHALT SHINGLES r• ai..
PROTECTION alk ® °
���tr_ tis
Section: 07 31 13— - 7 ye�`'c.'
Asphalt Shingles ❑' a L!- o o -
1.0 EVALUATION SCOPE
Compliance with the following codes:
•2021, 2018, 2015, 2012 and 2009 International Building Code®(IBC)
■2021, 2018, 2015, 2012 and 2009 International Residential Code®(IRC)
■2013 Abu Dhabi International Building Code(ADIBC)1
'The ADIBC is based on the 2009 IBC.2009 IBC code sections referenced in this report are the same sections
in the ADIBC.
Properties evaluated:
■Weather resistance
■ Fire classification
•Wind resistance
2.0 USES
The CertainTeed asphalt shingles described in this report comply with ASTM D3462 and are Class A roof
coverings when installed as described in this report,
3.0 DESCRIPTION
3.1 General:
CertainTeed asphalt shingles are available as three-tab, four-tab, no cut-out and laminated asphalt shingle
roof covering materials.See Table 1 and Figure 1 for recognized product names,shingle types, manufacturing
locations,overall dimensions, installed weights, maximum exposure to the weather,and fastening details.The
shingles are self-sealing by means of adhesive strips located on either the weather side or the underside. See
Figure 1 for adhesive strip location for field shingles and Starter Strip shingles.
3.2 Three-tab, Four-tab and No Cut-out Shingles:
Three-tab,four-tab and no cut-out shingles are composed of a single layer of fiberglass mat, impregnated and
coated with asphalt on both sides, and surfaced with mineral roofing granules on the weather side and a
mineral release agent on the back side.
a� AIM
Page 1 o1 13
ESR-1389 Page 2 of 13
ICC-ES' MostWiidety Accepted end Tiusted
3.3 Laminated Shingles:
Laminated shingles, including two-layer laminated, three-layer laminated and tri-laminate laminated shingles,
are composed of multiple thicknesses of coated and surfaced fiberglass mat, cut and bonded together in
different patterns. The weather side is surfaced with mineral roofing granules, and the back side is surfaced
with a mineral release agent.
3.4 Accessory Shingles:
3.4.1 Hip and Ridge Shingles: Hip and ridge shingles are factory-made shingles to be used for covering
hips and ridges. The hip and ridge shingles are composed of the same materials as the roof shingles. Some
of the hip and ridge shingles have perforations that extend from the top of the cut-out to the top of the shingle,
which facilitate the tearing of the shingle into three or four equal pieces.Others are manufactured as single hip
and ridge units.
3.4.2 Starter Strip Shingles: Starter Strip shingles are factory-made shingles to be used as the starter
course(under the first course of roof shingles).The Starter Strip shingles are composed of the same materials
as the roof shingles.The shingles are supplied in 7-inch-by-36-inch-long(178 by 914 mm); 10-inch-by-36-inch-
long(254 by 914 mm);or 7-inch-by-393/a-inch-long(178 by 1000 mm)strips.As an alternative to factory-made
starter strips, starter strips can be formed by removing the lower tab portions of the factory-made shingles
except for the Presidential Shake and Presidential Shake TL shingles. For Presidential Shake and Presidential
Shake IL shingles, the Presidential Starter shingles consist of one 131/4-inch-wide-by-40-inch-tong (337 mm
by 1016 mm)base shingle and one 111/4-inch-wide-by-40-inch-long (286 mm by 1016 mm)base shingle.
3.5 Fasteners:
Fasteners must comply with ASTM F1667 and must be minimum No. 12 gage[0.105-inch-diameter(2.67 mm)
shank], 3/a-inch-diameter-head (9.5 mm), galvanized steel, stainless steel, aluminum or copper roofing nails.
Fasteners must be of sufficient length to penetrate into the sheathing 3/4 inch (19.1 mm), or through the
sheathing, whichever is less.
3.6 Underlayment:
Under the 2021, 2018, 2015, 2012, and 2009 IBC, the roof underlayment must be in accordance with Section
1507.2.3. Under the 2021, 2018 and 2015 IRC, the roof underlayment must be in accordance with Section
R905.1.1 and Table R905.1.1(1).Under the 2012 and 2009 IRC,the roof underlayment must be in accordance
with Section R905.2.3.The roof underlayment must comply with ASTM D226 Type I or Type II, ASTM D4869
Type I or Type II, ASTM D6757 or ASTM D1970. As an alternative, a roof underlayment listed in a current
ICC-ES evaluation report as a roof underlayment or a nonasphaltic fiberglass-based roof underlayment may
be used,provided it is described as being intended for use with Class A asphalt shingles. In areas where there
has been a history of ice forming along the eaves causing a backup of water, ice dam protection in accordance
with 2021 and 2018 IBC Section 1507.2.7 (2015, 2012 and 2009 IBC Section1507.2.8.2 or 2021, 2018 and
2015 IRC Section R905.2.7 [2012 and 2009 IRC Section R905.2.7.1])must be provided.
3.7 Asphalt Cement:
Asphalt roofing cement must comply with ASTM D4586, Type I, Class I, or Type II, Class I.
4.0 DESIGN AND INSTALLATION
4.1 New Construction:
4.1.1 General:When installed on new construction in accordance with this section, the shingles are a Class
A roof covering.The shingles must be installed in accordance with IBC Section 1507.2 or IRC Section R905.2,
except as noted in this report.The roof deck must be code-complying,minimum 3/8-inch-thick(9.5 mm)exterior-
grade plywood; 7/16-inch-thick (11.1 mm) oriented strand board (OSB); or nominally 1-inch-by-6-inch lumber
installed as solid sheathing conforming to 2021, 2018 and 2015 IBC Section 2304.8.2 and 2308.7.10 [2012
and 2009 IBC Sections 2304.7.2 or 2308.10.8]. Minimum roof slope must be 2:12(16.7%).The maximum roof
slope must be as stated in Section 4.1.2 of this report. Installation instructions are included as part of the
identification label attached to each bundle of shingles.(See Section 7.0.)Underlayment must be as described
in Section 3.6 of this report,and applied in accordance with 2021 and 2018 IBC Table 1507.1.1(2)[2015,2012
and 2009 IBC Section 1507.2.8] or 2021, 2018 and 2015 IRC Section R905.1.1, Tables R905.1.1(2) and
R905.1.1(3)and Section R905.2.3, or 2012 and 2009 IRC Section R905.2.7, as applicable.
4.1.2 Application:
4.1.2.1 Eave Edges of the Roof:
4.1.2.1.1 Roof Slopes of 2:12 to 21:12(16.7%to 175%):Starter Strip shingles must be attached to the eave
edges with four or five fasteners, equally spaced along the nail line as shown in Figure 1. The Starter Strip
shingles must overhang the eave and rake edges by 1/2 to 3/4 inch (12.7 to 19.1 mm).
ESR-1389 n C Page 3 of 13
(LC-ES•: Most Maly Accepted and Trusted
4.1.2.1.2 Roof Slopes Greater than 21:12(175%):Starter Strip shingles must be attached to the eave edges
with four or five fasteners, equally spaced along the nail line as shown in Figure 1. The Starter Strip shingles
must overhang the eave and rake edges by 1/2 to 3/4 inch (12.7 to 19.1 mm).
4.1.2.2 Field of the Roof: The first course of field shingles must be installed over the starter course. Each
course of shingles must be offset from the preceding course as specified in Table 1.Fastening details,including
number and location of fasteners, and maximum exposure to the weather, are described in Table 1 and
Figure 1.
Methods of fastening for roof slopes of 2:12 (16.7%) to 21:12 (175%) and for roof slopes greater than 21:12
(175%) are as shown in Figure 1 for the standard and high-wind applications. For slopes greater than 21:12
(175%), the shingles must also be hand-sealed as described in Section 4.1.2.4.
4.1.2.3 High Wind Fastening: Shingles must be fastened with four or five No. 12 gage roofing nails,
described in Section 3.6, as shown in Figure 1,when the shingles are installed under the following conditions:
4.1.2.3.1 2021 and 2018 IBC: When the roof is installed in applications where the maximum design wind
speed, V, is 140 mph(224 km/hr)or greater.
4.1.2.3.2 2015 and 2012 IBC:When the roof is installed in applications where the ultimate design wind speed,
Vrn, is 140 mph (224 km/hr)or greater.
4.1.2.3.3 2009 IBC: When the roof is installed in applications where the basic wind speed is 110 mph
(177 km/h)or greater.
4.1.2.3.4 2021, 2018 and 2015 IRC: When the roof is installed in applications where the ultimate design wind
speed, Vim, is 140 mph (224 km/hr)or greater.
4.1.2.3.5 2012 and 2009: When the roof is installed in areas where the basic wind speed is 110 mph
(177 km/h)or greater.
4.1.2.4 Shingle Sealing: In colder climates or wind regions where it is questionable whether the factory-
applied adhesive will activate and seal the shingles, the shingles must be hand-sealed to the satisfaction of
the code official. Hand-sealing must consist of applying a minimum of four 1-inch-diameter(25.4 mm)spots of
asphalt roofing cement to the unexposed surface of the underlying course of shingles, equally spaced across
each shingle. For three-tab and four-tab shingles, one spot of asphalt roofing cement must be placed under
each corner of each tab (two spots per tab); the tab must then be pressed into the cement. For laminated
shingles,four equally spaced spots of asphalt roofing cement must be placed under the exposed portion of the
shingle;the shingle must then be pressed into the cement.
4.1.2.5 Hip and Ridge Shingles: Hip and ridge shingles must be placed evenly over hips and ridges(or over
shingle-over ridge vents),and fastened to the roof deck with two fasteners,located on either side of the shingle,
along the nail line.
4.1.3 Valley Construction and other Flashing: For open valleys, corrosion-resistant metal valley flashing
must be centered and placed vertically in the valley over the smooth-surfaced roll roofing, or specialty
underlayment.
Corrosion-resistant metal valley flashing must be as follows:
• 2021, 2018, 2015, 2012 and 2009 IBC: A minimum of 24 inches (610 mm)wide, complying with 2021 and
2018 IBC Table 1507.2.8.2[2015, 2012 and 2009 IBC Table 1507.2.9.2].
• IRC:A minimum of 24 inches(610 mm)wide, complying with IRC Table R905.2.8.2.
Other flashing must be in accordance with IBC Section 1503,2 and 2021 and 2018 IBC Section 1507.2.8[2015,
2012 and 2009 IBC Section 1507.2.9]or IRC Sections R903.2 and R905.2.8, as applicable.
4.2 Installation—Reroofing:
When installed over existing or Class A or Class C asphalt shingle roofs in accordance with this section
(Section 4.2), the shingle products are recognized as Class A roof coverings. The existing wood or asphalt
shingle roof covering must be inspected in accordance with provisions and limitations of 2021, 2018 and 2015
IBC 1511 [2012, 2009 and 2006 IBC Section 1510] or 2021, 2018 and 2015 IRC Section R908 [2012, 2009
and 2006 IRC Section R907], as applicable. Prior to the reroofing, hip and ridge covering must be removed.
Except as noted in this section, the shingles must be installed in accordance with Section 4.1 of this report.
Fasteners must be of sufficient length to penetrate 3/4 inch (19.1 mm) into the sheathing, or through the
sheathing,whichever is less. Valley flashing and other fleshings must comply with Section 4.1.3 of this report
and the following, as applicable:
• IBC:2021,2018 and 2015 IBC Sections 1511.5 and 1511.6[2012 and 2009 IBC Section 1510.5 and 1510.6].
• IRC: 2021, 2018 and 2015 IRC Section R908.5 and R908.6 [2012 and 2009 IRC Section R907.5 and
R907.6].
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ICC-ES' Most Vi dety Accepted and?rusted
The following asphalt shingles may be installed over existing wood shingle roofs provided all of the conditions
specified above are met:
Grand Manor, Carriage House, Presidential Shake TL, Presidential Shake, Presidential Shake IR,
Presidential Solaris, Presidential TL Solaris, Landmark TL, Landmark Premium, Landmark Solaris, Landmark
Pro, Landmark Pro Solaris, Landmark Pro Architect 80, Landmark, Landmark TL Solaris, Landmark
ClimateFlex, XT-30, XT-25, Highland Slate, Highland Slate IR, NorthGate ClimateFlex, Shadow Ridge
ClimateFlex, Shadow Ridge ClimateFlex 4pc, Patriot, Shangle Ridge, Cedar Crest IR, Mountain Ridge,
Belmont, Belmont IR and Shadow Ridge.
4.3 Wind Resistance:
CertainTeed asphalt field shingles have been tested in accordance with ASTM D7158 and are classified as
Class H. CertainTeed asphalt hip and ridge shingles have been tested in accordance with ASTM D3161 and
are classified as Class F. They qualify for use in locations as shown in 2021 IBC Section 1504.2 [2018 and
2015 IBC Table 1504.1.1 (2012 and 2009 IBC Table 1507.2.7.1 (1)) and 2021, 2018 and 2015 IRC Table
R905.2.4.1 [2012 and 2009 IRC Table R905.2.4.1 (1)). Installation must be in accordance with 2021 and 2018
IBC Section 1507.2.6[2015, 2012 and 2009 IBC Section 1507.2.7]or IRC Section R905.2.6, as applicable.
5.0 CONDITIONS OF USE:
The CertainTeed Asphalt Shingle Roof Covering Systems described in this report comply with, or are suitable
alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following
conditions:
5.1 The shingles must be manufactured, identified, and installed in accordance with the applicable codes, this
report, and the manufacturer's published installation instructions. If there is a conflict between the
manufacturer's published installation instructions and this report, this report governs.
5.2 The products are manufactured in Avery,Ohio(AV);Ennis,Texas(EN); Fremont,California(FR);Norwood,
Massachusetts (NW); Oxford, North Carolina (OX); Peachtree City, Georgia (PT); Portland, Oregon (PO);
Shakopee, Minnesota (SH); Shreveport, Louisiana (SP); Jonesburg, Missouri (JB) and Wilmington,
California (WI).
6.0 EVIDENCE SUBMITTED
6.1 Data in accordance with ASTM D3462.
6.2 Reports of wind resistance testing in accordance with ASTM D3161 and ASTM D7158.
6.3 Quality documentation.
7.0 IDENTIFICATION
7.1 The ICC-ES mark of conformity, electronic labeling, or the evaluation report number (ICC-ES ESR-1389)
along with the name, registered trademark, or registered logo of the report holder(CertainTeed LLC) must
be include in the product label.
7.2 In addition, each bundle of shingles bears a label with the name and address of the CertainTeed LLC
manufacturing plant; the product brand name and the Class A roof classification; the installation
instructions.Additionally,in accordance with ASTM D3462,each bundle of shingles is marked with the area
of the roof surface covered and the style, type and color of the product.
7.3 The report holder's contact information is the following:
CERTAINTEED LLC
20 MOORES ROAD
MALVERN, PENNSYLVANIA 19355
(610) 893-6096
www.certainteed.com
ESR-1389 Page 5 of 13
,�Most Widely Accepted and Trusted
TABLE 1—PRODUCT DESCRIPTIONS AND MANUFACTURING LOCATIONS
MAXIMUM LOCATION OF
PLANT DIMENSIONS EXPOSURE NAIL"LINE"
PRODUCTS SHINGLE TYPE PLANT LOCATION DESIGNATION (width x height) TO THE (distance above
(Inches) WEATHER shingle butt)
(inches) (inches)
SHINGLES(See Note 1) (See Note 2)
Grand Manor 3-Layer Laminated Oxford,NC OX 36 x 18 8 8518
Carriage House 2-Layer Laminated Oxford,NC OX 36 x 18 8 8%
Presidential Shake TL Tri-Laminate Fremont,CA; FR 40 x 141/4 4 9
Shakopee,MN SH
Presidential IL Solaris Tri-Laminate Fremont,CA FR 40 x 143/4 4 9
Presidential Shake Laminated Fremont,CA; FR 40 x 141/4 4 9
Shakopee,MN SH
Presidential IR Laminated Impact Shakopee,MN SH 40 x 141/4 4 9
Resistant
Presidential Solaris Laminated Fremont,CA FR 40 x 141/4 4 9
Landmark IL Tri-Laminate Fremont,CA; FR 40 x 13'4 55/8 6'/is
Avery,OH; AV,
Norwood,MA; NW,
Oxford,NC; OX,
Landmark Premium Laminated(Metric) Peachtree City,GA; PT, 38314 x 131/4 554 6'la
Portland,OR; PO,
Shakopee,MN; SH,
Shreveport,LA; SP,
Wilmington,CA WI
Peachtree,GA;
Landmark Solaris Laminated(Metric) Portland,OR; PT,PO,WI 383/4 x 131/4 551a 6'Ie
Wilmington,CA
Landmark Solaris IR Laminated(Metric) Peachtree,GA PT 383/4 x 13114 5% 61/n
Impact Resistant
Avery,OH; AV,
Ennis,TX EN,
Jonesburg,MO; JB,
Norwood,MA; NW,
Landmark Pro Laminated(Metric) Oxford,NC; OX, 383/4 x 13'14 5% 61/a
Peachtree City,GA; PT,
Portland,OR; PO,
Shakopee,MN; SH,
Shreveport,LA; SP,
Wilmington,CA WI
Landmark Pro Solaris Laminated(Metric) Wilmington,CA WI 38314 x 131/4 55/e 6'/8
Avery,OH; AV,
Ennis,Texas; EN,
Jonesburg,MO; JB
Norwood,MA; NW,
Landmark Laminated(Metric) Oxford,NC; OX, 383/4 x 1314 55/a 61/a
Peachtree City,GA; PT,
Portland,OR; PO,
Shakopee,MN; SH,
Shreveport,LA; SP,
Wilmington,CA; WI,
Landmark TL Solaris Tri-Laminate Fremont,CA FR 40 x 13144 5% 63/48
Landmark ClimateFlex Laminated(Metric) Portland,OR PO 383I4 x 13'I4 55f 6Va
Shakopee,MN SH
XT-30 3-Tab(Metric) Portland,OR PO 393/e x 1314 55/e 6'/s
Avery,OH; AV,
XT-30 3-Tab(Standard) Norwood,MA; NW, 36 x 12 5 5%
Oxford,NC; OX,
Shakopee,MN; SH
XT-25 3-Tab(Metric) Avery,OH AV 39%X 13'h 55/a 614
Portland,OR PO
Avery,OH; AV,
Norwood,MA; NW,
XT-25 3-Tab(Standard) Oxford,NC; OX, 36 x 12 5 55/e
Shakopee,MN; SH,
Shreveport,LA SP
ESR-1389 Page 6 of 13
IMMost Widely Accepted and Trusted
TABLE 1—PRODUCT DESCRIPTIONS AND MANUFACTURING LOCATIONS(Continued)
MAXIMUM LOCATION OF
PLANT DIMENSIONS EXPOSURE NAIL"LINE"
PRODUCTS SHINGLE TYPE PLANT LOCATION DESIGNATION (width x height) TO THE (distance above
(inches) WEATHER shingle butt)
(inches) (Inches)
Landmark Pro Laminated(Metric) Portland,OR PO 3834 x 13'4 55/8 61/8
Architect 80
Highland Slate 4-Tab Oxford,NC OX 36 x 18 8 93/8
Highland Slate IR 4-Tab Impact Resistant Oxford,NC OX 36 x 18 8 93/8
Patriot Laminated(Metric) Ennis,TX; EN, 383/4 x 13'/4 55/8 6%
Jonesburg,MO J8
—
NorthGate ClimateFlex 391/4 x 13114 55/8 61ls
Laminated Portland,OR; PO,
(Metric) Shakopee,MN SH
Belmont 9-Tab Laminated Oxford,NC OX 36 x 18 8 8%
Belmont IR 4-Tab Laminated Oxford,NC OX 36 x 18 8 85/8
Impact Resistant
ACCESSORY PRODUCTS
(See Note 1)
Shangle Ridge Hip and Ridge Oxford,NC OX 12 x 18 8 85/8
Cedar Crest Hip and Ridge Oxford,NC OX 12 x 18 8 85/8
Cedar Crest IR Hip and Ridge Impact Oxford,NC OX 12 x 18 8 851a
Resistant
Mountain Ridge Hip and Ridge Fremont,CA FR 8 x 12&10 x 12 8 85/a
Avery,OH; AV,
Shadow Ridge Hip and Ridge Norwood,MA; NW, 12 x 12 5 6%
(Standard) Oxford,NC; OX,
Shakopee,MN SH
Shadow Ridge Hip and Ridge(Metric) Portland,OR PO 9.84 x 1314 55/8 61la
Solaris Accessory IR Hip and Ridge Portland,OR PO 13V8 X 131/4 55/8 6'/e
Shadow Ridge ClimateFlex 4pc Hip and Ridge Portland,OR PO 08 x 13V4 55/a 61/e
Shadow Ridge ClimateFlex Hip and Ridge Shakopee,MN SH 12 x 12 5 Os
Fremont,CA FR, 40 x 13'4,bottom 4(bottom layer)
Presidential Starter Starter Shingle Portland,OR p0 layer, 4(top layer) 6(top layer)
40 x 1114,top layer
40 x 131/4,bottom 4(bottom layer)
Presidential Starter IR Starter Shingle Fremont,CA FR layer, 4(top layer) 6(top layer)
40 x 11'4,top layer
max
High Performance Starter Starter Shingle Oxford,NC OX 36 x 10 rtl sot
a 3,or into
solid wood
Swiftsiart Starter Shingle Shakopee,MN SH 383/4 x 7 5/s n/a max 3,or into
solid wood
Avery,OH; AV,
Universal Starter Starter Shingle Oxford,NC; OX, 36 x 7 n/a max 3,or into
Shakopee,MN; SI-I, solid wood
Shreveport,LA SP
For SI; 1 Inch=25.4 mm;1 lb/100 ft2=0.0488 kg/m'.
NOTES:
1.Includes algae-resistant(AR)versions.
2.Nail"Line"-Distance from lowermost lowest edge of shingle to target nail location.
3.Shingle butt location varies up to 1-inch. Dimensions shown for shingle height and nail"line°location are averages.
ESR-1389 Page 7 of 13
ICC-ES' Most IYdelyAccepled and Trusted
METRIC THREE TAB SHINGLES METRIC THREE TAB SHINGLES
39 38"(1000 rrrrt 39 3/8"(10OO rant [
L _13 VW 131/8" 13 1f8' 13118' 13 1/8' 13 V8' I
I 333 333 rnm 333 r� 333 333 333 rrm I
1'(25 am) 1"(25 Trim 13 mrr
13 ' 1'(25 ) 1"(25 mm —1 1/4'
• (337 rml • • (337;rm.)6 /8'l 6
(156 {156 rmn 1-' `lam .,IC? 0
Standard&high rind na[ng pattern-four n a1s per th ng& For roof Slopes greater than 21:12(175%).
Roofing Cement under shingle tabs
ENGLISH THREE TAB SHINGLES ENGLISH THREE TAB SHINGLES
36 (9 j�5 mn) 36'(915 rmn)
�
12' __.._____ 1 12' iz iz 12
(305 fir) (305mai (305 non) I 1(305rnm) (3°5im) (305rrm)
—4-1"(25 mo a 1'(25 rr 12 —.Ft(25 rrvr� 1'(2ra mn) ...-�5
5518 l.
(305rm 0 n) 5 ( )
(143 am) I (143 nvrl
1 1 1 s) t� J .? .? #
Standad&ts(iWildnafing pattern-farnaTspersnje. Roofing Cement under sftinj a\ For rod slopes greater mai21:12075%).
FIGURE 1—SHINGLE PROFILES AND FASTENER PATTERNS
ESR-1389 Page 8 of 13
IIMB7,'ost Mdefy Accepted end Trusted
PRESIDE NTIAUPRESIDENTIAL TL SHINGLES PRESI DENTIAL/PRESIDENTIAL TL SHINGLES
r --1 —1
40'(1016 rmi( 1 II- 40'(1015 mm) t I
5'(127
Mi .. M= 5'(127
1'(25 trvn)--4 14 1!4' r— r——1 r--`-, 1- I ---I 14 li4'
(362 mm) I I I I 1 1(25 mil (362 mm)
itStandard&high wind naling pa:Eem-Sic mil;per'tingle. Rooting Cerrant under stnirgle. lone Clad Patlem.Far roof slopes greater than 21:12(175%).
Overtlilg 614051e crust cover extra nals.
LANDMARK SERIES,NORTHGATE CLIMATEFLEX, LANDMARK SERIES,NORTHGATE CLIMATEFLEX,
PATRIOT-TAPE BACK PATRIOT-TAPE BACK
38 3/4'(984 mm) 33 314'(934 mm)
12'(305 rim) 14 3f4(375 mn) 12'(305 mm) 1-.12'(305 rcvn) 14 3f4'(375 mm) 12(305 mm)
�14155+ _ititie Am In
N.RIDE —�I:L.o� 13 1f4' 13 1!4'
,,k• � �■ 037 mil sas/11inissra (337 mn,)
( 6 1�e 6118' //////,F i56j
Roofing Cement tiding area for"steep"slopes greater than 21:12(175%)
/lading lana bstwerlowand standard"slopes(ttom212to21:1) under shngt. n0
Nan between upper 8 lower nail Ines(as shown above). Hai between bottom 2 nall Ines(as shown abode).
Standard&high wind nailing pattern-four nails per shingle. Sa Nail Pattern
Sealant on back
•
•
•
LANDMARK SERIES NORTH GATE CLIMATEFLEX, LANDMARK SERIES,NORTHGATE CUM ATEFLEEX,
PATRIOT-TAPE FRONT PATRIOT-TAPE FRONT
38 374'(984 nun) 38 3r4'(984 ran)
F 17(305 Inn) 14 3/4(375 mm) 17(305 nm) I--12'(335 mm) 14 3r4'(375 nri) 17(305 mm)
INNI
tiv .o 131fd' 73714'
41i1i1il
{37n I (1551 m)00- % % J
Haling area for low and standard sbpes(frem 2.1210 21:12)� �7(ad in beweenboaoma for"steep'slopes Bras(a
ii0e0 aeon)
15)
Nall between upper 8 boxer nali fnes(as shcwm above). undelfihq'e. rlal between be30m 2n PAterna$sinown above)
Standard&Ng)Kind oaring palm-teurnals ref shingle Sx Nai palEern
Sealant on bock
LANDMARK TL SHINGLES LANDMARK TL SHINGLES
40'(1 bl6 morn) 40'(1016 nvn)
13 12(343 iwn) 13'(330 mm) 13 112'(343 mm) 13 112'(34315m) 13"(330 mm) 131f2'(313 mn)—I
—� �— 131/4' _ 13 V�
1337 m11)
5118' 6,r3' 7 - ; i (337 rn"
{1 !� % % I (,56I j
Standard&high wild naling pattern-lourn ails per atingle_ Roothundee Minya, Ste Haii Pattern For root slopes greater than 21:f2(175%). •
•
Sealant on back_ •
FIGURE 1—SHINGLE PROFILES AND FASTENER PATTERNS(Continued) •
ESR-1389 Page 9 of 13
ICC-Es' Most WiideIyAecepled and Trusted
CARRIAGE HOUSE SHINGLES CARRIAGE HOUSE SHINGLES
36"(915mm) - 36"(915mm)
9" 9" 9' 9' 9` 9" 9' 9'
30mm 30mm 30mm 30mm 30mm ►30mm ►30mm r30mm
i'(25 m) r--- R51mm)� 16" I"(25mm) -- (251
run)
�o 'v's o (457mm) °_ °i �° - (457mm
•
8 5f8' 8 5f8'
(220 mm) (220 mm)r
Standard 8 high wind naing pattern-he nails per shingle, RoofngCemenlurWershingfe
F or roof Vona s greater than 21:12(175%),
GRAND MANOR SHINGLES GRAND MANOR SHINGLES
I 36'e315mm) "� 36"(915mm)
I�9 9" 9' 9' 9' 9° 9" 9'
i Q30mm) (230mm) (230mm) (230mm_--.-I) l y R30mm a30mm) (230mm) r30m m)
r Mr
1'(25 ism) j (251mm1 1'(25mm) (251mmj')
16' 18'
° ° (457mm)
BUT ¶&4UIA1U
(20m die.Standard8hi riidnai)n -ngCementundershi
high gpattern-Ovanailspershegla.
For roof dopes greater than 21.12(175 n).
Will extra nals in laminated tabs
Sealant an back.
HIGHLAND SLATE SHINGLES HIGHLAND SLATE SHINGLES
36-(915 men) 36'(915 mm)
Il 9' 9' 9' 9' 9' 9' 9' 9'
30 mm 30 mm 30 mm 30 mm 30 mm 230 ram30 mm 230 mm
t
r(b=a18�, 11 (457mm) .,(240 mm)
Ro Ong Cement under ailing
BELMONT SHINGLES BELMONT SHINGLES
3b'(915mm) 36"(915mm)
Ire—9' 9' - - 9' 9' 9' 9' 9" 9'
I Q30mm) t230mm) (230mm) (230m (230mm) (23omm) (230mm> (z3om�
// 1" 1"(25 mm) Ill,
our 1.
i"(25 mm)— — // (25 mm l 18.�` R5mmrl s . 18' " (457 mm)
-i-'' •
,. (457mm)
(220 mm) %
A L
MI NM
R oa tag Cement under shingle.
Roofing Cement
Standard S high wind na ling pattern-he nate per Shingle
Sealant on back Far roof chip es greater than 21:12
o Additional nails if re¢sita With extra nails f Laminated tabs
FIGURE 1—SHINGLE PROFILES AND FASTENER PATTERNS(Continued)
ESR-1389 Page 10 of 13
MEIMost Widely Accepted and Trusted
•
ENGLISH SHANGLE RIDGE SHINGLES
SHADOW RIDGE
&SHADOW RIDGE CLIMATEFLEX
SHI NGLES I-1305 mm
12"
f'(305 mm)--'1
1" 1"
1" 1" (25 mrnr- 25 mm)
(25 rrrn 25 mm)) 10"
12" a_J8. (457 mm)
5 518" (305�irn) 1 i
(2t9
(143L_ I
Nailing pattern all applications-two nails per shingle. Nailing pattern all applications-two nails per shingle.
10" 8"
MOUNTAIN RIDGE SHINGLES MOUNTAIN RIDGE SHINGLES
1" 1" 1" 1"
(25 nrrl (25 mm) (25 mm (25 mm)
8 SB"
12" 8 5tf8' 12"
(219 mm) (3051mn) (219f mm) (305 mm)
f--10" --j 1 1—r----8"---'1
(254 mm) (203 mm)
Nailing pattern all applications-two nails per shingle. Nailing pattern all applications-two nails per shingle.
METRIC
SHADOW RIDGE &
SHADOW RIDGE CLIMATEFLEX 4 PC CEDAR CREST SHINGLES
SHINGLES
9 7/8" 12'
f 25 0 mmrl Ad rarri5-1
.11.1111111
1 (]sr'')
�
1" 1' [�7
(25 rrm} 25 mm} 2.
psi vm)
131l4" sss
6 /4" (337 rrrn) p19f ' J
(159 1
Nailing pattern all applications-two nails per shingle. Nailing pattern all applications-two nails per shingle.
FIGURE 1—SHINGLE PROFILES AND FASTENER PATTERNS(Continued)
ESR-1389 Page 11 of 13
ICC-ES' Most Widely Accepted sod Dusted
PRESI DENT1AUPRESI DENTIAL TL STARTER SHINGLES
1 20- >' 40' 1
1st Bottom Starter - Full Bottom Starter
1• F� 1StT38
Starter
134 1141.
J �����0���, 4.
i
Standard nailing pattern for all slopes from 2112(16.7:0)up to and exceeding 21/12(175%)&for high wind applicatiort
SWIFTSTART SHINGLES
38 3/4' -
12- - 14 3/4' 12'
7S
)Sax.3-
F
Standard nailing pattern for all slopes from 2/12(16.7%)up to and exceeding 21112(175%)&for tiigh wind application.
UNIVERSAL STARTER SHINGLES
36'
j1 12' 12' 12'
t 1. 1
T
Lt ax.3'
Standard nailing pattern for all slopes from 2112(16.7°.6)up to and exceeding 21112(175%)&for tfgh wind application.
HIGH-PERFORMANCE STARTER SHINGLES
36'
r—g 5• - 9• 9'
lo-
L1
3/8-Max.3')
Standard nailing pattern for all slopes from 2112(16.7%)up to and exceeding 21/12(175%)&for high wind application.
FIGURE 1—SHINGLE PROFILES AND FASTENER PATTERNS(Continued)
ESEVALUATION
•
SERVICE`
ICC-ES Evaluation Report ESR-1389 CBC and CRC Supplement
Reissued January 2024
Revised March 2024
This report is subject to renewal January 2025.
www.icc-es.orq I (800)423-6587 I (562) 699-0543 A Subsidiary of the International Code Council®
DIVISION: 07 90 00—THERMAL AND MOISTURE PROTECTION
Section: 07 31 13—Asphalt Shingles
REPORT HOLDER:
CERTAINTEED LLC
EVALUATION SUBJECT:
CERTAINTEED ASPHALT SHINGLES
1.0 REPORT PURPOSE AND SCOPE
Purpose:
The purpose of this evaluation report supplement is to indicate that CertainTeed asphalt shingles, described in ICC-ES
evaluation report ESR-1389, have also been evaluated for compliance with the codes noted below.
Applicable code editions:
• 2022 California Building Code(CBC)
For evaluation of applicable chapters adopted by the California Office of Statewide Health Planning and Development
(OSHPD)AKA:California Department of Health Care Access and information(HCAI)and the Division of State Architect(DSA),
see Sections 2.1.1 and 2.1.2 below.
• 2022 California Residential Code(CRC)
2.0 CONCLUSIONS
2.1 CBC:
The CertainTeed asphalt shingles,described in Sections 2.0 through 7.0 of the evaluation report ESR-1389,comply with CRC
Sections 1505.1 and 1507.2,and may be used where the CBC requires a Class A roof covering complying with CBC Section
1505.1.1, a Class B roof covering complying with CBC Section 1505.1.2, or a Class C roof covering complying with CRC
Section 1505.1.3, provided the design and installation are in accordance with the 2021 International Building Code® (IBC)
provisions noted in the evaluation report and the additional requirements of CBC Section 1511,as applicable.
The classified Class A roof covering may be used in the construction of new buildings located in any Fire Hazard Severity
Zone within a State Responsibility Areas or any Wildland-Urban Interface Fire Area,provided installation is in accordance with
the 2021 International Building Code® (iBC) provisions, as applicable, noted in the evaluation report and the additional
requirements of Section 701A.3 and 705A of the CBC.
2.1.1 OSHPD:
The applicable OSHPD Sections and Chapters of the CBC are beyond the scope of this supplement.
2.1.2 DSA:
The applicable DSA Sections and Chapters of the CBC are beyond the scope of this supplement.
2.2 CRC:
The CertainTeed asphalt shingles,described in Sections 2.0 through 7.0 of the evaluation report ESR-1389,comply with CRC
Sections R902.1 and R905.2,and may be used where the CRC requires a Class A roof covering complying with CRC Section
R902.1.1, a Class B roof covering complying with CRC Section R902.1.2, or a Class C roof covering complying with CRC
Section R902.1.3, provided the design and installation are in accordance with the 2021 International Residential Code®(IRC)
provisions noted in the evaluation report and the additional requirements of CRC Section R908,as applicable.
1C'C-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed
as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,erpress or implied,as taw
to any finding report, productby report or other matter in this or as to any covered the re rL
[!f ls�i .._..
Copyright 0 2024 ICC Evaluation Service,LLC. All rights reserved. Page 12 of 13
ESR-1389 CBC and CRC Supplement I Most Widely Accepted and Trusted Page 13 of 13
The classified Class A roof covering may be used in the construction of new buildings located in any Fire Hazard Severity
Zone within a State Responsibility Areas or any Wildland-Urban Interface Fire Area,provided installation is in accordance with
the 2021 International Residential Code® (lRC) provisions, as applicable, noted in the evaluation report and the additional
requirements of Section R337.1.3 and R337.5 of the CRC.
The products included in this supplement have not been evaluated for compliance with the International Wildland-Urban
Interface Code®.
This supplement expires concurrently with the evaluation report, reissued January 2024 and revised March 2024.