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HomeMy WebLinkAboutFile Documents.5 E Water Pl.0059-2023-BROF (7) ICC ESEVALUATION SERVICE- Er• trjeirE L'▪ ift.4 Compliance with International Codes • Compliance with State Codes www.icc-es.org I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Council'''' ICC-ES Evaluation Report Reissued January2023 ES R-1389 This report is subject to renewal January 2024. DIVISION: 07 00 00—THERMAL AND MOISTURE with asphalt on both sides. and surfaced with mineral roofing PROTECTION granules on the weather side and a mineral release agent Section: 07 31 13—Asphalt Shingles on the back side. REPORT HOLDER: 3.3 Laminated Shingles: Laminated shingles. including two-layer laminated. three- CERTAINTEED LLC layer laminated and tri-laminate laminated shingles. are composed of multiple thicknesses of coated and surfaced EVALUATION SUBJECT: fiberglass mat.cut and bonded together in different patterns. The weather side is surfaced with mineral roofing granules. CERTAINTEED ASPHALT SHINGLES and the back side is surfaced with a mineral release agent. 1.0 EVALUATION SCOPE 3.4 Accessory Shingles: Compliance with the following codes: 3.4.1 Hip and Ridge Shingles: Hip and ridge shingles are • 2021. 2018. 2015. 2012 and 2009 International Building factory-made shingles to be used for covering hips and Code (IBC) ridges. The hip and ridge shingles are composed of the • 2021. 2018. 2015. 2012 and 2009 International same materials as the roof shingles. Some of the hip and ridge shingles have perforations that extend from the top of Residential Code" (IRC) the cut-out to the top of the shingle. which facilitate the • 2013 Abu Dhabi International Building Code(ADIBC)t tearing of the shingle into three or four equal pieces.Others tThe ADIBC is based on the 2009 IBC 2009 IBC code sections referenced are manufactured as single hip and ridge units. in this report are the same sections in the ADIBC Properties evaluated: 3.4.2 Starter Strip Shingles: Starter Strip shingles are factory-made shingles to be used as the starter course • Weather resistance (under the first course of roof shingles). The Starter Strip • Fire classification shingles are composed of the same materials as the roof • Wind resistance shingles. The shingles are supplied in 7-inch-by-36-inch- long2.0 USES (178 by 914 mm); 10-inch-by-36-inch-long (254 by 914 mm); or 7-inch-by-393/8-inch-long (178 by 1000 mm) The CertainTeed asphalt shingles described in this report strips. As an alternative to factory-made starter strips. comply with ASTM D3462 and are Class A roof coverings starter strips can be formed by removing the lower tab when installed as described in this report. portions of the factory-made shingles except for the 3.0 DESCRIPTION Presidential Shake and Presidential Shake TL shingles. For 3.1 General: Presidential Shake and Presidential Shake TL shingles.the Presidential Starter shingles consist of one 131/4-inch-wide- CertainTeed asphalt shingles are available as three-tab. by-40-inch-long (337 mm by 1016 mm) base shingle and four-tab. no cut-out and laminated asphalt shingle roof one 111/4-inch-wide-by-40-inch-long(286 mm by 1016 mm) covering materials. See Table 1 and Figure 1 for recognized base shingle. product names. shingle types. manufacturing locations. overall dimensions.installed weights.maximum exposure to 3.5 Fasteners: the weather. and fastening details. The shingles are self Fasteners must comply with ASTM F1667 and must sealing by means of adhesive strips located on either the be minimum No. 12 gage [0.105-inch-diameter (2.67 mm) weather side or the underside. See Figure 1 for adhesive shank]. ,/e-inch-diameter-head (9.5 mm). galvanized steel. strip location for field shingles and Starter Strip shingles. stainless steel. aluminum or copper roofing nails. Fasteners 3.2 Three-tab, Four-tab and No Cut-out Shingles: must be of sufficient length to penetrate into the sheathing Three-tab. four-tab and no cut-out shingles are composed i/4 inch (19.1 mm). or through the sheathing. whichever is of a single layer of fiberglass mat. impregnated and coated less. ICC-ES Evaluanon Reports are nor ro be construed as representing aesthetics or am other attributes nor specificallyy addressed,nor are the ro be construed S as an endorsement of the subject of the report or a recommendation for its use There is no i,mrann bi ICC Evaluation Sep ice,LLC,express or implied,as a MI�B to ant finding or other matter in this repair,or as to any product covered by the report Copyright©2023 ICC Evaluation Service,LLC All rights reserved Page 1 of 11 ESR-1389 Most Widely Accepted and Trusted Page 2 of 11 3.6 Underlayment: and location of fasteners. and maximum exposure to the Under the 2021. 2018. 2015. 2012. and 2009 IBC. the roof Heather, are described in Table 1 and Figure 1. underlayment must be in accordance with Section 1507.2.3. Methods of fastening for roof slopes of 2:12 (16.7%) to Under the 2021. 2018 and 2015 IRC.the roof underlayment 21:12(175%)and for roof slopes greater than 21:12(175%) must be in accordance with Section R905.1.1 and Table are as shown in Figure 1 for the standard and R905.1.1(1). Under the 2012 and 2009 IRC. the roof high-wind applications. For slopes greater than 21:12 underlayment must be in accordance with Section R905.2.3. (175(Y.). the shingles must also be hand-sealed as The roof underlayment must comply with ASTM D226 Type described in Section 4.1.2.4. I or Type II. ASTM D4869 Type I or Type II. ASTM D6757 4.1.2.3 High Wind Fastening: Shingles must be fastened or ASTM D1970. As an alternative. a roof underlayment with four or five No. 12 gage roofing nails. described in recognized in a current ICC-ES evaluation report as a roof Section 3.6, as shown in Figure 1, when the shingles are underlayment or a nonasphaltic fiberglass-based roof installed under the following conditions: underlayment may be used. provided it is recognized as being intended for use with Class A asphalt shingles. In 4.1.2.3.1 2021 and 2018 IBC:When the roof is installed in areas where there has been a history of ice forming along applications where the maximum design wind speed. V. is the eaves causing a backup of water. ice dam protection in 140 mph (224 km/hr) or greater. accordance with 2021 and 2018 IBC Section 1507.2.7 4.1.2.3.2 2015 and 2012 IBC:When the roof is installed in (2015.2012 and 2009 IBC Section1507.2.8.2 or 2021.2018 applications where the ultimate design wind speed. V„qt. is and 2015 IRC Section R905.2.7 [2012 and 2009 IRC 140 mph (224 km/hr) or greater. Section R905.2.7.1])must be provided. 4.1.2.3.3 2009 IBC: When the roof is installed in 3.7 Asphalt Cement: applications where the basic wind speed is 110 mph Asphalt roofing cement must comply with ASTM D4586. (177 km/h)or greater. Type I. Class I. or Type II. Class I. 4.1.2.3.4 2021, 2018 and 2015 IRC: When the roof is 4.0 INSTALLATION installed in applications where the ultimate design wind speed. V,t. is 140 mph (224 km/hr)or greater. 4.1 New Construction: 4.1.2.3.5 2012 and 2009: When the roof is installed in 4.1.1 General: When installed on new construction in areas where the basic wind speed is 110 mph(177 km/h)or accordance with this section.the shingles are a Class A roof greater. covering. The shingles must be installed in accordance with IBC Section 1507.2 or IRC Section R905.2. except as noted 4.1.2.4 Shingle Sealing: In colder climates or wind in this report. The roof deck must be code-complying. regions where it is questionable whether the factory applied minimum 33/e-inch-thick (9.5 mm) exterior-grade plywood: adhesive will activate and seal the shingles. the shingles /1e-inch-thick (11.1 mm) oriented strand board (OSB): or must be hand sealed to the satisfaction of the code official. nominally 1-inch-by-6-inch lumber installed as solid Hand-sealing must consist of applying a minimum of four sheathing conforming to 2021. 2018 and 2015 IBC Section 1-inch-diameter (25.4 mm) spots of asphalt roofing cement 2304.8.2 and 2308.7.10 [2012 and 2009 IBC Sections to the unexposed surface of the underlying course of 2304.7.2 or 2308.10.8]. Minimum roof slope must be 2:12 shingles. equally spaced across each shingle. For three-tab (16.7%). The maximum roof slope must be as stated in and four tab shingles. one spot of asphalt roofing cement Section 4.1.2 of this report. Installation instructions are must be placed under each corner of each tab (two spots included as part of the identification label attached to each per tab): the tab must then be pressed into the cement. For bundle of shingles. (See Section 7.0.) Underlayment must laminated shingles. four equally spaced spots of asphalt be as described in Section 3.6 of this report. and applied in roofing cement must be placed under the exposed portion accordance with 2021 and 2018 IBC Table 1507.1.1(2) of the shingle: the shingle must then be pressed into the [2015. 2012 and 2009 IBC Section 1507.2.8]or 2021. 2018 cement. and 2015 IRC Section R905.1.1. Tables R905.1.1(2) and 4.1.2.5 Hip and Ridge Shingles: Hip and ridge shingles R905.1.1(3) and Section R905.2.3. or 2012 and 2009 IRC must be placed evenly over hips and ridges(or over shingle- Section R905.2.7. as applicable. over ridge vents). and fastened to the roof deck with two 4.1.2 Application: fasteners. located on either side of the shingle. along the nail line. 4.1.2.1 Eave Edges of the Root 4.1.3 Valley Construction and other Flashing: For open 4.1.2.1.1 Roof Slopes of 2:12 to 21:12 (16.7%to 175%): valleys. corrosion-resistant metal valley flashing must be Starter Strip shingles must be attached to the eave edges centered and placed vertically in the valley over the smooth- with four or five fasteners. equally spaced along the nail line surfaced roll roofing. or specialty underlayment. as shown in Figure 1. The Starter Strip shingles must Corrosion-resistant metal valley flashing must be as overhang the eave and rake edges by /2 to3/4 inch (12.7 to 19.1 mm). follows: • 4.1.2.1.2 Roof Slopes Greater than 21:12 (175%): 2021, 2018, 2015. 2012 and 2009 IBC: A minimum of Starter Strip shingles must be attached to the eave edges 24 inches(610 mm)wide. complying with 2021 and 2018 with four or five fasteners. equally spaced along the nail line IBC Table 1507.2.8.2 [2015, 2012 and 2009 IBC Table as shown in Figure 1. The Starter Strip shingles must 1507.2.9.2]. overhang the eave and rake edges by 1/2 to 3/4 inch (12.7 to • IRC: A minimum of 24 inches (610 mm)wide. complying 19.1 mm). with IRC Table R905.2.8.2. 4.1.2.2 Field of the Roof: The first course of field shingles Other flashing must be in accordance with IBC Section must be installed over the starter course. Each course of 1503.2 and 2021 and 2018 IBC Section 1507.2.8 [2015. shingles must be offset from the preceding course as 2012 and 2009 IBC Section 1507.2.9] or IRC Sections specified in Table 1. Fastening details. including number R903.2 and R905.2.8. as applicable. ESR-1389 Most Widely Accepted and Trusted Page 3 of 11 4.2 Installation-Reroofing: 5.0 CONDITIONS OF USE When installed over existing or Class A or Class C asphalt The CertainTeed Asphalt Shingle Roof Covering Systems shingle roofs in accordance with this section (Section 4.2). described in this report comply with. or are suitable the shingle products are recognized as Class A roof alternatives to what is specified in. those codes listed in coverings. The existing wood or asphalt shingle roof Section 1.0 of this report.subject to the following conditions: covering must be inspected in accordance with provisions and limitations of 2021. 2018 and 2015 IBC 1511 [2012. 5.1 The shingles must be manufactured. identified. and 2009 and 2006 IBC Section 1510] or 2021. 2018 and 2015 installed in accordance with the applicable codes. this IRC Section R908 [2012. 2009 and 2006 IRC Section report. and the manufacturer's published installation R907]. as applicable. Prior to the reroofing. hip and ridge instructions. If there is a conflict between the covering must be removed. Except as noted in this section. manufacturer's published installation instructions and the shingles must be installed in accordance with Section this report.this report governs. 4.1 of this report. Fasteners must be of sufficient length to penetrate 3/4 inch (19.1 mm) into the sheathing. or through 5.2 The products are manufactured in Avery. Ohio (AV); the sheathing. whichever is less. Valley flashing and other Ennis. Texas(EN); Fremont.California(FR); Norwood. flashings must comply with Section 4.1.3 of this report and Massachusetts (NW); Oxford. North Carolina (OX); the following. as applicable: Peachtree City. Georgia (PT); Portland. Oregon (PO); • IBC: 2021. 2018 and 2015 IBC Sections 1511.5 and Shakopee. Minnesota (SH); Shreveport. Louisiana 1511.6 [2012 and 2009 IBC Section 1510.5 and 1510.6]. (SP); Jonesburg. Missouri (JB) and Wilmington. California (WI). • IRC: 2021. 2018 and 2015 IRC Section R908.5 and 6.0 EVIDENCE SUBMITTED R908.6 [2012 and 2009 IRC Section R907.5 and R907.6]. 6.1 Data in accordance with ASTM D3462. The following asphalt shingles may be installed over 6.2 Reports of wind resistance testing in accordance with existing wood shingle roofs provided all of the conditions ASTM D3161 and ASTM D7158. specified above are met: 6.3 Quality documentation. Grand Manor. Carriage House. Presidential Shake TL. 7.0 IDENTIFICATION Presidential Shake. Presidential Shake IR. Presidential Solaris. Presidential TL Solaris. Landmark TL. Landmark 7.1 Each bundle of shingles bears a label with the name Premium. Landmark Solaris. Landmark Pro. Landmark Pro and address of the CertainTeed LLC manufacturing Solaris. Landmark Solaris Gold/Platinum. Landmark Pro plant: the product brand name: the Class A roof Architect 80. Landmark. Landmark IR. Landmark TL Solaris, classification: the installation instructions: and the Landmark ClimateFlex. XT-30. XT-30 IR. XT-25. CT-20, evaluation report number (ESR-1389). Additionally. in Highland Slate. Highland Slate IR. NorthGate ClimateFlex, accordance with ASTM D3462. each bundle of Shadow Ridge ClimateFlex. Shadow Ridge ClimateFlex4pc shingles is marked with the area of the roof surface Patriot. Shangle Ridge. Cedar Crest IR. Mountain Ridge, covered and the style.type and color of the product. Belmont. Belmont IR and Shadow Ridge. 7.2 The report holder's contact information is the following: 4.3 Wind Resistance: CERTAINTEED LLC CertainTeed asphalt field shingles have been tested in 20 MOORES ROAD accordance with ASTM D7158 and are classified as Class MALVERN, PENNSYLVANIA 19355 H. CertainTeed asphalt hip and ridge shingles have been (610) 893-6096 tested in accordance with ASTM D3161 and are classified www.certainteed.com 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. ESR-1389 I Most Widely Accepted and Trusted Page 4 of 11 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 85/8 Carriage House 2-Layer Laminated Oxford,NC OX 36 x 18 8 85/8 Presidential Shake TL Tri-Laminate Fremont,CA; FR 40 x 141/4 4 9 Shakopee,MN SH Presidential TL Solaris Tri-Laminate Fremont,CA FR 40 x 141/4 4 9 Presidential Shake Laminated Fremont,CA; FR 40x 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 14114 4 9 Landmark TL Fri-Laminate Fremont,CA, FR 40 x 13114 55/3 61/15 Avery,OH; AV, Norwood,MA; NW, Oxford,NC; OX, Landmark Premium Laminated (Gdletricl Peachtree City,GA; PT, 38 4 x 131 55/8 61/8 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 55/8 61/8 Wilmington,CA Landmark Solaris Laminated(Metric) Portland,OR PO 383/4 x 131/4 55/8 61/8 Gold/Platinum Landmark Solaris IR Laminated(Metric) Peachtree,GA PT 383/4 x 131/4 55/8 61/8 Impact Resistant Avery,OH; AV, Jonesburg,MO; JB, Norwood,MA; NW, Oxford,NC; OX, Landmark Pro Lam inatedrrvletrici Peachtree City,GA; PT, 383/4x131/4 55/8 61/8 Portland,OR; PO, Shakopee,MN; SH, Shreveport,LA; SP, Wilmington,CA WI Landmark Pro Solaris Laminated(Metric) Wilmington,CA WI 383/4x 131/4 55/8 61/8 Landmark IR Laminated(Metric) Shreveport,LA SP 383/4 x 131/4 55/3 61/8 Impact Resistant Avery,OH; AV, Ennis,Texas; EN, Jonesburg,MO; JB Norwood,MA; NW, Landmark Laminated ;Metric) Oxford,NC; OX 38'14 x 131/4 55/8 61/8 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 131/4 55/8 61h5 Landmark ClimateFlex Laminated(Metric) Shakopee,MN SH 383/4 x 131/4 55/8 61/8 • XT-30 3-Tab(Metric) Portland,OR PO 393/8x 131/4 55/8 61/8 Avery,OH; AV, XT-30 3-Tab(Standard) Norwood,MA; 36 x 12 5 55/3 Oxford,NC; OX, Shakopee,MN; SH XT-30 IR 3-Tab(Standard)Impact Shreveport,LA SP 36 x 12 5 55/8 Resistant AveXT-25 3-Tab(Metric) PortandOHO AV 393/ex 131/4 61/8 PO Avery,OH; AV, Norwood,MA NW, XT-25 3-Tab(Standard) Oxford,NC OX, 36 x 12 5 55/8 Shakopee,MN SH, Shreveport,LA SP CT-20 3-Tab(Metric) Portland,OR PO 393/8 x 131/4 55/8 61/8 ESR-1389 I Most Widely Accepted and Trusted Page 5 of 11 TABLE 1—PRODUCT DESCRIPTIONS AND MANUFACTURING LOCATIONS(Continued) MAXIMUM LOCATION OF DIMENSIONS EXPOSURE NAIL"LINE" PNT PRODUCTS SHINGLE TYPE PLANT LOCATION DESIGNATION (width x height) TO THE (distance above (inches) WEATHER shingle butt) (inches) (inches) CT-20 3-Tab(Standard) Oxford,NC; OX,SP 36 x 12 5 55/s Shreveport,LA Landmark Pro Laminated(Metric) Portland,OR PO 383/4 x 131/4 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 Avery,OH, AV, Patriot No Cut-out Norwood,MA, NW 393/8x 131/4 55/8 61/8 Portland,OR PO Laminated Portland,OR; PO, NorthGate ClimateFlex (Metric) Shakopee,MN SH 393/ax 131/a 55/e 61/e Belmont 4-Tab Laminated Oxford,NC OX 36 x 18 8 8% Belmont IR 4-Tab Laminated Oxford,NC OX 36 x 18 8 8% Impact Resistant ACCESSORY PRODUCTS (See Note 1) Shangle Ridge Hip and Ridge Oxford,NC OX 12 x 18 8 85/s Cedar Crest Hip and Ridge Oxford,NC OX 12 x 18 8 85/e Cedar Crest IR Hip and Ridge Impact Oxford,NC OX 12 x 18 8 8% Resistant Mountain Ridge Hip and Ridge Fremont,CA FR 8 x 12&10 x 12 8 8% Avery,OH; AV, Hip and Ridge Norwood,MA; NW, Shadow Ridge (Standard) Oxford,NC; OX, 12 x 12 5 5% Shakopee,MN SH Shadow Ridge Hip and Ridge(Metric) Portland,OR PO 9.84 x 131/4 55/8 61/8 Solaris Hip and Ridge Hip and Ridge Portland,OR PO 9.84 x 131/4 55/8 61/8 Accessory Solaris Accessory Hip and Ridge Portland,OR PO 131/8 x 131/4 55/8 61/8 Solaris Accessory IR Hip and Ridge Portland,OR PO 131/8 x 131/4 55/8 61/8 Shadow Ridge ClimateFlex 4pc Hip and Ridge Portland,OR PO 9'/s x 131/4 55/8 61/8 Shadow Ridge ClimateFlex Hip and Ridge Shakopee,MN SH 12 x 12 5 5% • Fremont,CA 40 x 131/4,bottom 4(bottom layer) Presidential Starter Starter Shingle Portland,OR PO layer; 4(top layer) 6(top layer) 40 x 111/4,top layer • r 40 x 131/4,bottom layer) Presidential Starter IR Starter Shingle Fremont,CA FR layer; 4(top layer) 4(bottom6 o layer) 40 x 111/4,top layer High Performance Starter Starter Shingle Oxford,NC OX 36 x 10 n/a max 3,or into solid wood . r Swiftstart 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; SH, solid wood Shreveport,LA SP For SI: 1 inch=25.4 mm;1 lb/100 ft2=0.0488 kg/m2. 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 I Most Widely Accepted and Trusted Page 6 of 11 METRIC THREE TAB SHINGLES METRIC THREE TAB SHINGLES 3g 3r8'(1000 mm) 39 3r6`(100D mm�- 1 _131/8' 13 1,8' 13 V8'1 I 3 1,B' �1318` 13 1!B`� K K K K K K it It K 7131---1'(25 mm) 1'(25 14" 1'(25 moo) 1•R5mm 13 U4" • (337 mm) ' (337 mil) 8 i8 51!8" l l55 m 1.156 moo Standard&high wind nailing pattern-four nails per shngle. For roof slopes greater than 21:12(175%). Rooing Cement under shingle tabs. ENGLISH THREE TAB SHINGLES 1{ Ire ENGLISH THREE TAB SHINGLES17 17 {I �(3015 mm1 3 30512"mm1 y (3015 mm1 I I 05 mm 305 mm ) 305 mm I c-1aaR5mm) . � 1.R5mn � 1mm) `f25 )'} 1° (305 mm) (305 mm) 5518` 5 8• (143mm) (143m t Standard&high wind nailing pattern-bur nails pershingle. Roofng Cement under shingle. For roof shapes greater flan 21:12(175%). METRIC PATRIOT SHINGLES METRIC PATRIOT SHINGLES 39-34'0010 moo) 3A34'(t0l0 mm) 3A34'(1000 um) - 39-34'(1000 moo) '.— _..,.._ 1 l3-ld• 13-u7• . (313 moo) —(343 moo) 13-14• 131r8' 13-1r6 l3-lr6 13-14• 13-14• (333 moo] (333 moo) (333 moo)— (333 moo] (333 moo] (333 mmj 1314' l.'-lea' 33�mm —I—l123 moo) 1.'(75 mm]-4-.— I I--l•(23 moo) 1.'(75 mm]—I 0 0 0 Standard&high wind nai ing patwm-bur nails per shingle. For roof slopes greater than 21:12(175%). Rooing Cement undershngle. FIGURE 1—SHINGLE PROFILES AND FASTENER PATTERNS ESR-1389 I Most Widely Accepted and Trusted Page 7 of 11 PRESIDENTIAL.IPRESIDENTIAL TL SHINGLES PRESIDENTIAL.PRESIDENTIAL TL SHINGLES r 47(1016 mm) III 40*(1016 min)- I .- 5-(127 r m 1`1'(25 mm) Nails evenly spaced./Nail line. •----IS(127 mm Nail(25 mm) Nail as shovm. Nail line. I • • / I 1'(25 mm)—I — 141/4' r—1 I-- I r-----I 1. I 141i4' (362 mm) I I I I I I(25 ml/ (362 mm) • J • 0 0 Standard&high wind nailing pattern-five nails per shingle. Roofing Cement under shingle. Nine Nail Pattern.For roof slopes greater than 21:12(175%). Overlying shingle must cover extra nail. LANDMARK SERIES&NORTHGATE CLIMATEFLEX-TAPE BACK LANDMARK SERIES&NORTHGATE CLIMATEFLEX-TAPE BACK it 38 3/4'(984 mm) 38 3/4'(984 mm) L.12*(305 mm 14 3/4(375 mm)- -12'(305 mm)� 12'(305 mm 4 3/4'(375 mm 2'(305 mm) 1 Ali linim•mlLiLhleNw 1 _���� nIDo 1'(25 mm) } 1'(25 mm)--..I 131/4' 13114' 7 (337 mm) - — - (33�mm) 61 B _ I 7 6 118' (156,m) 7 (156I ft j j j Roofing Cement Nailing for"steep"slopes rester than 21:12(175%) Nailing a befenlup and lower nail lines f from nab to v21:12\ P" P 9 under shingle. Nail areae for bottom 2 nail linesto shown above Nail between upper&lower nail lines fas shown above). (as ) Standard&high wind nailing pattern-four nails per shingle. Six Nail Pattern. Sealant on back. LANDMARK SERIES&NORTHGATE CLIMATEFLEX-TAPE FRONT LANDMARK SERIES&NORTHGATE CLIMATEFLEX-TAPE FRONT 38 3/4'(984 mm) 38 3/4'(984 mm) —12'(305 mm)---..-14 3/4(375 mm)...-.12(305 mm(► 12'(305 mm)..- 4 3/4'(375 mm)-.- 12'(305 mm)— ////////////e/////"....rg.v///../////////////,-- 7 .7 /l LY////. 1 A'Id MurimvmNriLhleNs —� NAILING Y 1'(25 mm) } 1'(25 mm)+I 13114' 131/4' AREA TJL } 7• 1 (337 mm) TIiiir.1►�A (337 mm) (156 mm) (156 mm) 61/8' j 61;8�IrAIr4rA Roofing Cement ailing area for"sleep"slopes greater than 21:12(175%) Nailing area for"low and standard"slopes(from 2:12 to 21:12) ailing shingle. Nail between bottom 2 nail lines(as shown above). Nail between upper&lower nail lines(as shown above). SIX Nail Pattern. Standard&high wind nailing pattern-four nails per shingle. Sealant on back. LANDMARK TL SHINGLES LANDMARK TL SHINGLES 40'(1016 mm) 40'(1016 mm) 131/2'(343mm) 13'(330mm) 13 1/2'(343 mm) 131/2'(343min) 13'(330 mm) 13 1/2'(343 mm) r_1'(25 mm) 1'(25 mm)-1 131/4' �- 1'(25 mm)- 7 (337 mm) .• _ (313371m/4r ' 61f8' AA j 618 % j % ) (156mm ' / (156imm/0 1 Roofing Cemen Standard&high wind nailing pattern-four nails per shingle. under shingle. "Six Nail Pattern.For roof slopes greater than 21:12(175%). Sealant on back<- FIGURE 1- SHINGLE PROFILES AND FASTENER PATTERNS (Continued) ESR-1389 I Most Widely Accepted and Trusted Page 8 of 11 CARRIAGE HOUSE SHINGLES CARRIAGE HOUSE SHINGLES 36'(915 mm) 36'(915 non) 9' 9' 9' 9' 9' 9'� 9'� 9' r 30 mm 230 mm 230 mm 230 mm 30 mm 230 mm 230 mm 230 mm 1'(25 mm) I� (25 mm) 1'(25 mm) r� (251mm) I 7 18' I18' o —o — —e o (457 mm) r - ° "I (457 mm) 8 5/8' 8 5/8' (220 S mm). (220 mm)" Standard 8 high mind nailing pattern-five nails per shingle. Roofing Cement under shingle. For roof slopes greaterthan 21:12 i175%I GRAND MANOR SHINGLES GRAND MANOR SHINGLES 36'(915 nm) 36'(915 non) 230 mm 230 mm r30 mm 230 mm r 30 mm 230 mm 230 mm 230 mm 1'(25 mm) (�1mm�-ry 1'(25 mm) j (251mm�+i 18' / ' I 18' ir �111111r (457 mm) ..� ' (457 mm) 8 5r8 8 5r8 (220 mm) A (220 mm) Al Al I ) I I A Standard&high wind nailing pattern-five nails per shingle. Roofing Cement under shingle. i For roof slopes greater han 21:12(175°,>). With extra nails in laminated tabs. Sealant on back. HIGHLAND SLATE SHINGLES HIGHLAND SLATE SHINGLES 36'(915 mm) 36'(915 mm) �230 mm 230 mm r 30 mm 2309.mn 1230 mm 230 mm r 30 mm 230 mm f 1. r I. 1' (25mm) (2S.4 (25mm) (25mm) 18' 18' I ii III IMI (457 mm) i (457 mm) 9 18' 93/8' (240 mm) (240 mm) Z -, Rooting Cement under shingle. BELMONT SHINGLES BELMONT SHINGLES 36'(915 mm) 36'(915 mm) I.. 9. 9. 9. 9' 9' 9*_,... 9' 9' I (230 mm) (230 mm) (230 mm) (230 mm) �0 mm) (230 mm) (230 mm) (230 i E% re- 1"(25 mm) 1' 1'(25 mm) (25 mmf_`I 18 18 (45 " • ' (457 mm) 85r8' (220 mm) At A mil mi Roofing Cement under shingle. Roofing Cement Standard&high wind nailing pattern-five nails per shingle. Sealant on back. For roof slopes greater than 21:12. 0 Additional nails if Iegtured. With extra nails in laminated tabs. FIGURE 1—SHINGLE PROFILES AND FASTENER PATTERNS(Continued) ESR-1389 I Most Widely Accepted and Trusted Page 9 of 11 ENGLISH SHANGLE RIDGE SHINGLES SHADOW RIDGE &SHADOW RIDGE CLIMATEFLEX 12" SHINGLES I (305 mm) I 12" I(305 mmj I 1" 1" 1" 1" (25 mm) r— �'(25 mm) (25 mm) (25 mm) 8b 18 8 12" 8' (457 mm) 5 5/L (305imm) (219i mm) \ ' (143 mm) I/ Nailing pattern all applications-two nails per shingle. Nailing pattern all applications-two nails per shingle. METRIC METRIC SHADOW RIDGE & SHADOW RIDGE CLIMATEFLEX 4 PC SOLARIS ACCESSORY SHINGLES SHINGLES 9 7/8" 13-1/8' (250 mm)1 I (333 mmj I 1" 1" I 1" 1" (25 mmj S(25 mm) (25 mmj (25 mm) S 13 1/4" 13 1/4" 6 1/4" (337 mm) 6 1/4" (337 mm) (159+mm) I (159+mm) 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" f 1" 1" 1" (25 mmj r (25 mm) 1 (25 mmm)) (25 mm) I 8 5!8' 12" g r�'8- 12" (219� (305�mm) (219� (305 mm) ,10" �I ,8'.—I (254 mm) (203 mm) Nailing pattern all applications-two nails per shingle. Nailing pattern all applications-two nails per shingle. CEDAR CREST SHINGLES 12" 1"(5mm) 12, B Si6" (305 mm) (219 mm) L Nailing pattern all applications-two nails per shingle. FIGURE 1—SHINGLE PROFILES AND FASTENER PATTERNS(Continued) ESR-1389 I Most Widely Accepted and Trusted Page 10 of 11 PRESIDENTIAL/PRESIDENTIAL TL STARTER SHINGLES 1--20" -1 40" 1 1st Bottom Starter Full Bottom Starter //////////////////// //.134t,.. 1---' 11a 1st To Starter „r_,:, 1 � 14 A 4„ 1 Standard nailing pattern for all slopes from 2/12(16.7%)up to and exceeding 21/12(175%)&for high wind application. SWIFTSTART SHINGLES 383/4" - r 12" 14 3/4" 12" i— r._ 1" 1"_...1 7 5/8' Max.3" Standard nailing pattern for all slopes from 2/12(16.7%)up to and exceeding 21/12(175%)&for high wind application. UNIVERSAL STARTER SHINGLES _ 36 12" 12" 12" i Max.3" 7 Standard nailing pattern for all slopes from 2/12(16.7%)up to and exceeding 21/12(175%)&for high wind application. HIGH-PERFORMANCE STARTER SHINGLES E-9., 9„--1 , i—I y 1" 1" 10„ .1 L 1 3/8"(Max.3") Standard nailing pattern for all slopes from 2/12(16.7%)up to and exceeding 21/12(175%)&for high wind application. FIGURE 1—SHINGLE PROFILES AND FASTENER PATTERNS(Continued) I EsEVALUATION SERVICE' ICC-ES Evaluation Report ESR-1389 CBC and CRC Supplement Reissued January 2023 This report is subject to renewal January 2024. www.icc-es.org I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Council'`'' DIVISION: 07 00 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: • 2019 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. • 2019 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 CBC 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 CBC Section 1505.1.3. provided the design and installation are in accordance with the 2018 International Building Code' (IBC) provisions noted in the evaluation report and the additional requirements of CBC Section 1511. as applicable. 2.1.1 OSHPD: The applicable OSHPD Sections of the CBC are beyond the scope of this supplement. 2.1.2 DSA: The applicable DSA Sections 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 2018 International Residential Code' (IRC) provisions noted in the evaluation report and the additional requirements of CRC Section R908. as applicable. This supplement expires concurrently with the evaluation report. reissued January 2023. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not spec f calls addressed,nor are they to be construed t as an endorsement of the subject of the report or a recommendation for its use There is no»an mm by ICC Evaluation Service,LLC,express or implied,as to am finding or other matter in this report,or as to am product covered by the report Copyright©2023 ICC Evaluation Service,LLC. All rights reserved. Page 11 of 11