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Home My WebLink AboutProduct Review Affidavit - CT Landmark - 7908 Kenwood Rd► C+A J_ Q Z z LL D c m E J Q O W O � 1V N Z 7 r q m [s F Q a � N x " � Oa o � � a` N d E 3 Z m M D Y 7 E � a J R U m m CD � a w p. m G m �+ ❑ 3 N = a O v C L] N 0 La O 9s 'a NN' o d m m N D e6 $A A ❑ C _ ci MIAMI-DADE MIAMI-DADS COUNT/' PRODUCT CONTROL SECTION DEPARTMENT OF REG ULA.TORY AND ECONOMIC RESOURCES (RER) 11805 5W 26 Street, Raany 208 BOARD AND CODE ADM INISTRATIONi DIVISION Miami, Florida 33175-2474 T (786) 3 IS-2590 F (786) 315.2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Quylieunumy CertainTeed LLC 20 Moores Road Malvern, PA 19355 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to pe:farm in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements or the applicable building code, This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Landmark, Landmark Pro, Landmark Pro/Archetect 80. Landmark Premium, Landmark impart Resistant, Landmark Solaris, Landmark Pro Solaris and Landmarks Solaris Gold/Platinum LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo. city, state and following statement: "Miami -Dade County Product Control Approved". unless otherwise noted herein, RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, Use, and/or manufacture of the product or process. M isuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shail automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Mianii-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA revises NOA # 18-1 14.02 and consists of pages 1 through 6. The submitted documentation was reviewed by Freddy Semino NOA No.- 24-0723.14 Expiration Date: 02/28/22 Approval Date: 09/24/20 Page I of 6 ROOFING ASSEMBLY APPROVAL Category: hoofing Sub -Category: Asphalt Shingles Materials Dimensional Deck Type: Wood SCOPE This acceptance is for CertainTeed Landmark, Landmark Pro, Landmark Pro/Architect 80, Landmark Premium, Landmark Impact Resistant, Laudmark Solaris, Landmark Pro Solaris and Landmark Solaris Gold/Platinum Shingles as manufactured by CertainTeed LLC described in Section 2 of this Notice of Acceptance. PRODUCT DESCRIPTION: Test Product Dimensions Snecificatinna Prndur.t flPerrintinn Certainteed Landmark - - - - - -- ---- ---- A,fanglcicluring Locations 41, 2, 3, 4, 5, 6, 7, 8, 9, 13Y3" x 38 3/4" TAS 110 A heavy weight, dimensional 10 asphalt shingle. Certainteed Landmark Pro A heavy weight, dimensional Manufacluring Locations # 1, 3, 4, 51 6, 9, 10 13 ``/4" x 38 3/4" TAS 110 asphalt shingle. Certainteed Landmark Premium A heavy weight, dimensional Alanufacturing Locations 41, 3, 4, 5, b, 8, g 13'/�" x 3$'l" TAS l i (i asphalt shingle. Certainteed Landmark Impact Resistant A heavy weight, dimensional Manufacturing Locations #7 ] 3'/�" x 38'/4" TAS 114 asphalt shingle. Certainteed Landmark Pro/Architect 80 A heavy weight, dimensional NlanirfacluringLocations #8 13'/4" x 38 3/4" TAS 110 asphalt shingle, Certainteed Landmark Solaris A heavy weight, dimensional A•famr facluring Locations 48, 9 13'/A" x 38 3/a" TAS 110 asphalt shingle. CertainTeed Landmark Pro Solaris A heavy weight, dimensional MwnVf7ctiiringLocation 49 K S3�/4}' 38'/4" TAS 110 asphalt shingle Certainteed Landmark Solaris Gold/Plati u urn A heavy weight, dimensional kfanrdfacluring Locations # 8 13'/a" x 38 3/a" TAS 110 asphalt shingle. Accessory Shingles Accessory shingles for hip, ridge various proprietary and starter strip applications. MANUFACTURING LOCATIONS: 1- Peachtree City, GA 2. Ennis, TX 3. Oxford, NC 4. Shakopee, MN 5. Avery (Milan). OH 6. Norwood, MA 7. Shreveport, LA NOA No.: 20-0723.14 Expiration Date: 02/28/22 Approval Date: 09/24/20 Page 2 of 6 8. Portland, OR 9. Wilmington, CA irk. JQnesbUrg, MD FVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date PRI Asphalt Technologies. Inc. PCTC-01-02.-01 TAS 100 01/12/01 CTC-006-02-01 TAS 100 11 /12/02 CTC-092-02-01 TAS 100 02/23/12 CTC-091-02-01 TAS 100 02/21/12 CTC-090-02-01 TAS 100 09102/ 11 CTC-087-02-01 TAS 100 07/07/11 CTC-086-02-01 TAS 100 07/07/1 l CTC-101-02-01 TAS 100 10/05/ 1 l CTC-102-02-01 TAS 100 10/05/11 CTC-109-02-01 TAS 100 01/18/1 ) CTC-106-02-01 TAS 100 11/02/11 CTC-105-02-01 TAS 100 10/31/11 CTC-089-02-01 TAS 100 07/18/11 CTC-088-02-01 TAS 100 07/18/11 CTC-213-02-01 TAS 100 05/20/14 CTC-212-02-01 TAS 100 05/21/14 CTC-207-02-01 TAS 100 05/20/14 CTC-206-02-01 TAS 100 05/20/14 CTC-110-02-01 TAS 100 02/13/12 CTC-109-02-01 TAS 100 02/13/12 CTC-288-02-01 TAS 100 09/27/16 CTC-333-02-01 TAS 100 11/08/17 Underwriters Laboratories, Inc. 94NK9632 Wind uplift resistance TAS 107 11 /30/00 R684 UL 790 04/02/01 02NK42448 Wind uplift resistance TAS 107 1 1 /08/02 09CA28873 Letter 07/23/09 1 tCA59020 TAS 1071 ASTM D3161 01/25/12 1 1NK07864 TAS 1071 ASTM D31.61 09/29/11 07CA26696 TAS 1071 ASTM D3161 09/21/07 11CA38844 TAS 1071 ASTM D3161 01/28/12 11CA39844 TAS 1071ASTM D3161 01/27/12 06CA28237 TAS 1071 ASTM D3161 09/22/06 i ONK17366 TAS 1471 ASTM ❑3161 01104/ 1 1 4786334383 TAS 1071 ASTM D3161 05/28/14 4786307351 TAS 1071 ASTM D316I /ASTM D 3462 05/ 13/ 14 1 INK08333 ASTM D3462 05/15/12 1 INK09333 ASTM ❑3462 04Y15/12 11NK07864 ASTM D3462 09/29/11 11NK083331Letter ASTM D3462 1 UL790 1 1/05/12 NOA No-: 20-0723.14 MIAh1MDA17E COIiNiY Expiration Date; 02/28/22 Approval Date: 09/24/20 Page 3 of 6 I INK0833311-etter ASTM ❑3462 / UL790 11/05/12 11NK083331Letter ASTM D34621 UL790 11/05/12 12NK13474 ASTM D34621 UL790 05/27/13 4786325932 ASTM D34621 UL790 04/04/14 4787011023 ASTM D 3462 08/01/15 11CA38844 TAS 1071 ASTM D3161 01/26/12 06CA02648 TAS 1071 ASTM D3 t61 02/23/06 4787084802 TAS 1071 ASTM D3161 03/14/16 4787852839 ASTM D3462 03/24/17 4787011023 ASTM ❑3462 08/01 /15 4788368979 ASTM D3462 10/30/18 4787592174 ASTM D3462 10/21/16 LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Shall not be installed on roof mean heights in excess of 33 ft. 3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Cade. INSTALLATION: 1. Shingles shall be installed in compliance with Roofing Application Standard. RAS 115, 2. Flashing shall be in accordance with Roofing Application Standard RAS 115 3. The manufacturer shall provide clearly written application inst«+ctions. 4. Exposure and course layout shall be in compliance with ❑etail'A', attached. S. Nailing shall be in compliance with Detai1'13% attached. LABELING: Shingles shall be labeled with the Miami -!Jade Product Control approved seal as seen below or the wording "Miami -Dade County Product Control Approved"_ 2. BUILDING PERMIT REQUIREMENTS: 1. Application for building permit shall be accompanied by copies of the hollowing: 1.1 This Notice of Acceptance, 1.2 Any ether documents requfivd by the Building Official or the applicable code in order to properly evaluate the installation of this system. NOA Nim 20-0723.14 Expiration Date: 02/28/22 Approval Date: 09/241241 Page 4 of 6 SHINGLE LAYOUT Eaves LANDMARK., LANDMARK PRO, LANDMARK PRO/ARCHITECT 80, LANDMARK PREMIUM, LANDMARK IMPACT RESISTANT, LANDMARK SOLARIS, LANDMARK PRO SOLAItIS AND LANDMARK SOLARIS GOLDIPLATINETM NOA No.: 20-0723.14 Expiration Date: 02/28/22 Approval Date: 09/24/20 Page 5 of 6 VVtDE NAiL[NG AREA a 1ZI. 1., 0 DETAIL B 38 314" Reless,_ Tam Mgiiirgar5sfcr"l:r &--±ardarjsIcpe=Ifr=mZ 1=Lc—,I..1—,! Nail �etVltef L.pger J& 1;VoeT rail lire;, 14 3/4' 12" f 5 5181' Exposure LANDMARK, LANDMARK PRO, LANDMARK PROIARcHETECT 80,LANDMARK PREMIUM, LANDMARK IMPACT RESISTANT, LANDMARK SOLARIS, LANDMARK PRO SOLARIS AND LANDMARK SOLARIS GOLD/PLATINUM (LOW AND STANDARD SLOPE) Release Tape Naiting area For "steep" slopes (greater ftn 21!12) Nail between bottom 2 nail lines- - 12" 14 314" 12' 13 1144' 1„ 1„ 5 518" B 118" 71 7 Exposure LANDMARK, LANDMARK PRO, LANDMARK PROIARCHETECT 80, LANDMARK PREMIUM, LANDMARK IMPACT RESISTANT, LANDMARK SOLARIS, LANDMARK. PRO SOLARIS AND LANDMARK SOLARIS GOLD/PLATINUM (STEEP SLOPE) END OF THIS ACCEPTANCE NOA No.: 20-0723.14 Expiration Date: 02/28/22 Approval Date: 09/24/20 Page 6 of 6 IMES Evaluation Report ESR-3537 Reissued June 2020 This report is subject to renewal June 2021• www.icc-es.ora J (800) 423-6687 1 (562) 699-0543 A Subsidiary of the International Code Councile 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 EVALUATION SCOPE Compliance with the following codes: ■ 2018, 2015, 2012 and 2009 International Building Code® (IBC) 0 2018, 2015, 2012 and 2009 International Residential Code® (IRC) ■ 2013 Abu Dhabi International Building Code (ADIBC)t *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 8 Fire classification ■ Wind resistance 2.0 USES The CertainTeed asphalt shingles described in this report are alternatives to asphalt shingles complying with IBC Section 1507,2 and IRC Section R905.2, and are Class A roof coverings when installed as described in this report. 3.0 DESCRIPTION 3.1 General: GertainTeed asphalt shingles are available as three -tab, four -tab, no cut-out and laminated asphalt shingle roof covering materials, and have been qualified for wind resistance as noted in Section 4.3. 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 Shingles, Four -tab Shingles 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 asphait on both sides, and surfaced with mineral roofing granules on the weather side and a mineral release agent on the hack side. 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 flip and fridge Shingles: Hip and ridge shingles are factory -made shingles to be used for covering flips 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 tap 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- tong (178 by 914 mm); 117-inch-by-36 inch -long (254 by 914 mm); or 7-inch-by-39318-inch4ong (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 in the case of the Presidential Shake and Presidential Shake TL shingles. For Presidential Shake and Presidential Shake TL shingles, the Presidential Starter shingles consist of one 13114-inch- wide-by-40-inch-long t337 mm by 1016 mm) base shingle and one ll'14-inch-Wide-by-44-inch-long (286 mm by 10-16 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, 31s-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 3A inch (19.1 rpm), or through the sheathing, whichever is less. X'C-Es Fralumrvn Reports are nal ro he curtrim-d as represooling ueviferir.s or atri. other ar nbaires nut spEelficulli, urddlre.ued, nor ore lhz�i. io Ise min( Pled a a,r an mdurseakm of fhe cuhle�v of ire report fir a rrcnmmrmtut�nn for & use. 7Yrere a no warrams 14, I .r r:s urrarrunl Semce, i I.(.'• arp,-ess or mpred. as a rr, wlyTntkng, or arher planer ir, Flax rehr,rl• or u� hi alit/ prrxlucr satmred by ;he ivp rl. N. _ .. . Copyright ® 20201CC Evaivation Service, LLC. All rights reserved. Page 1 of 13 ESR-3537 I Most I/l1dely Accepted and Trusted Page 7 of 13 3.6 Underlayment: Under the 2018, 2015, 2012 and 20D9 IBC, the roof underlayment must be in accordance with Section 1507.2.3. Under the 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 DE757 or ASTM D1970. As all alternative, a roof underlayment recognised in a current iCC-ES evaluatlan report ac complying with AC160 or AC188 may be used, provided it is recognized 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 2018 %BC Section 1507.2.8.1 [2015, 2012 and 2009 IBC Section 1507.2.8.2] or 2018 and 2015 IRC Section R905,2.7 [2012 and 2009 IRC Section R9052.7.11 must be provided_ 3.7 Asphalt Cement: Asphalt roofing cement must comply with ASTM D4586, Type I, Glass I, or Type II, Class I. 4.0 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 31e-inch-thick (9.5 mm), exterior -grade plywood; 71ia inch -thick (11.1 mm) oriented strand board (OSB); or nominally 1-inch-by-6-inch (25 by 152 mm) lumber installed as solid sheathing conforming to 2018 and 2015 IBC Section 2304.8.2 and 2308.7.10 [2012 and 2009 IBC Section 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.) The roof underlayment must be as described in Section 3.6 of this report, and applied in accordance with 2018 IBC Table 1507.1.1(2) [2015, 2012 and 2009 IBC Section 1507.2.8j, or 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 and Rake 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 '/z to 1/4 inch (12.7 to 19.1 mm). 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 112 to '14 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 2112 (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 -seated 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 3.5, as shown in Figure 1, when the shingles are installed under the following conditions: 4.1.2.3.1 2018, 2015 and 2012 IBC: When the roof is installed in applications where the ultimate design wind speed, VUn, is 140 mph (224 km/hr) or greater. 4.1.2.3.2 2009 IBC: When the roof is installed in applications where the basic wind speed is 110 mph (177 km/h) or greater. 4.1.2.3.3 2018 and 2015 IRC: When the roof is installed in applications where the ultimate design wind speed, VUu, is 140 mph (224 km/hr) or greater. 4A Z3,4 2012 and 2009 JRC: 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 roDiing cement must be placed under each corner of each tab (two spots per tab); the tab must then be pressed into the cement. For no cut-out shingles and 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 most 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 as shown in Figure 1. 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 roof roofing, or specialty underlayment. Corrosion -resistant metal valley flashing must be as follows: 2018, 2015, 2012 and 2009 IBC: A minimum of 24 inches (610 mm) wide, complying with 2018 IBC Table 1507.2.8.2 [2015, 2012 and 2009 IBC Table 1507.2.9.21, ■ 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 Sections 1503.2 and 2018 IBC Section 1507.2.8 12015, 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 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 ESR-3537 I Most Widely Accepted and Trusted Page 3 of 13 coverings. The existing asphalt shingle roof covering must be inspected in accordance with provisions and limitations of 2018 and 2015 18C 1511 [2012 and 2009 IBC Section 1510] or 2018 and 2015 IRC Section R908 12012 and 2009 IRC Section R907], as applicable. Prior to the reroofing, hip and ridge covering must be removed, and a single layer of ASTM D226, Type II, nonparforated, felt underlayment must be installed over the existing asphalt shingles. 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 314 inch (19.1 mm) into the sheathing, or through the sheathing, whichever is less. Valley flashing and other flashings must comply With Section 4.1.3 of this report and the following, as applicable: IBC' 2018 and 2015 IBC Sections 1611.5 and 1511,6 12012 and 2009 IBC Sections 151 p.5 and 1510.6). ■ IRC: 2018 and 2015 IRC Sections R908.5 and R908.6 [2012 and 2009 IRC Sections R907.5 and R907.8]. 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 Tt_ Souris, Landmark TL, Landmark Premium, Landmark Sola6s, Landmark Pro Solans, Landmark Pro, Architect 80, Landmark, Landmark IR, XT- 30, XT-30 IR, XT-25, CT-20, Independence, Hatteras, Highland Slate, Highland Slate IR, NorthGate, Patriot, Shangle Ridge, Cedar Crest JR, Mountain Midge Arcadia Shake, Belmont, Belmont IR and Shadow Ridge. 4.3 Wind Resistance: CertainTeed asphalt shingles have been tested in accordance with ASTM D7158 and are classified as Class H. They qualify for use in locations as shown in 2018 and 2015 IBC Table 1504,1.1 [2012 and 2009 iBC Table 1507.2,7.1 (1)] and 2018 and 2015 IRC Table R905.2.4.1 (2012 and 2009 IRC Table R905.2.4.1 (1)1_ installation must be in accordance with 2018 IBC Section 1507.2.6 (2015, 2012 and 2009 IBC Section 1507.2.71 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); Jonesburg, Missouri (JB); Norwood, Massachusetts (NW); Oxford, North Carol'+na (OX); Peachtree City, Georgia (PT); Portland, Oregon (PO); Shakopee, Minnesota (SH); Shreveport, Louisiana (SPy; and Wimington, California (WI), under a quality -control program with inspections by iCC-ES. 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Criteria for Alternative Asphalt Roofing Shingles (AC438), dated June 2017 (editorially revised August 2018), 7.0 IDENTIFICATION 7.1 Each bundle of shingles bears a label with the name and address of the GertainTeed LLC manufacturing plant, the product brand name; the Class A roof classification; the installation instructions; the evaluation report number (ESR-3537); and a reference indicating compliance with ASTM D7158. Additionally, each bundle of shingles is marked with the area of the roof surface covered and the style, type and color of the product. 7.2 The report holder's contact information is the following: CERTAINTEED LLC 20 MOORES ROAD MALVERN, PENNSYLVANIA 19356 (610) 893-6096 www.certainteed.com ESR-3537 ! Most Widely Accepted and Trusted Page 4 of 13 TABLE 1—PRODUCT DESCRIPTIONS AND MANUFACTURING LOCATIONS DIMENSIONS MAXIMUM LOCATION OF PRODUCTS' SHINGLE TYPE PLANT LOCATION PLANT (width x EXPOSURE TO THE NAIL "LINE"" (distance above DESIGNATION height} [inches} WEATHER shingle butt) (inches) (inches} Grand Manor 3-Layer Laminated Oxford, NC OX 36 x 18 8 SS4 Carriage House 2-Layer Laminated Oxford, NC Ox 36 x 18 8 8518 Presidential Shake TL Tri-Laminate Fremont, CA; FR 40 x 14114 4 9 Shakopee, MN SH Presidential Shake Laminated Fremont, CA; Shakopee, MN FR SH 40 x 14114 4 9 Presidential 1R Laminated Impact Resistant Shakopee, MN SH 40 x 141/4 4 9 Presidenfitai Solaris Laminated Fremont, CA FR 40 x 104 4 9 Presidential TL Solaris Tri-Laminate Fremont, CA FR 40 x 14114 4 9 Landmark TL Tri-Laminate Fremont, CA; Oxford, NC FR Ox 40 x 13114 5515 6'I16 Avery, OH AV Norwood, MA NW Oxford, NC Olt Landmark Premium Laminated (Metric) Peachtree City, GA Portland, OR PT PO 38314 x 13'14 551a 6118 Shakopee, MN SH Shreveport, LA SP Wilmington, CA WI Peachtree, GA PT Landmark Solans Laminated (Metric) Portland, OR PO 38314 x 13114 551$ 6118 Mlmin ton, CA VVI Landmark Solaris IR Laminated (Metric) Peachtree, GA PT 014 x 13'14 5518 6118 Impact Resistant Avery, OH AV Jonesburg, M❑ J9 Norwood, MA NW Oxford, NC OX Landmarks Pro Laminated (Metric) Peachtree City, GA PT 38314 x 13'14 551E 6'18 Portland, OR PO Shakopee, MN SH Shreveport, LA SP Wilmin ton, CA WI Landmark Pro Solaris Laminated (Metric) Wilmington, CA WI 38114 x 13Y4 551a 6119 Landmark IR Laminated (Metric) Shreveport, LA SP 38314 x 13'14 5% 611a Impact Resistant Avery, OH AV Ennis, TX EN Jonesburg, M❑ JB Norwood. MA NW Landmark Laminated (Metric) PeaOxforde City, GA x 38314 x 13114 51/8 6118 Portland, OR PO Shakopee, MN SH Shreveport, to SP Wilmington, CA WI XT-30 3-Tab (Metric) Portland, OR PO 3931s x 13114 5518 61/8 Avery, OH AV XT-30 3-TFab (Standard) Oxford, NO ox 35 x 12 5 554 Shakopee, INN SH XT-30 IR 3-Tab (Standard)Impact Resistantt Shreveport, LA SP 36 x 12 5 5F1A XT-25 3-Tab {Metric} Portland, OR PO 39% x 13'14 5618 6114 Avery. OH AV Avery, OH AV Norwood, MA NVV XT-25 3-Tab (Standard) Oxford, MN Ox 36 x 12 5 551a Shakopee, MN 5H Shreveport, LA SP CT-20 3-Tab {Metric] Portland, CR OR 3931$ x E3'1� 5518 611a For 31: 1 inch = 25.4 mat, ESR-3537 I Most Widely Accepted and Trusted Page 5 of 13 TABLE 1--PRODUCT DESCRIPTIONS AND MANUFACTURING LOCATIONS (Continued) MAXIMUM LOCATION OF NAIL PRODUCTS' SHINGLE TYPE PLANT LOCATION PLANT DESIGNATION DIMENSIONS height) [ width x het EXPOSURE TO "LINE"x (distance above {inches) THE WEATHER Shingle utE) butt) b {inches) (inches) CT-20 3-Tab (Standard) Oxford 36 x 12 5 5%, S part to SP Landmark Pro Architect 80 Laminated (Metric) Portland, OR PO 38314 x 13'14 5518 6118 Independence 3-Tab Laminated Avery, OH Oxford, NIC AV OTC 36 x 12 5 5118 {Standard] Shakopee, MN SH Hatteras 4-Tab Oxford, NC OX 36 x 18 8 9016 Highland Slate 4-Tab Oxford, NC ox 36 x 18 8 9318 Highland Slate IR 4-Tab Impact Resistant Oxford, NO Ox 36 x 18 8 9118 NorthGate Laminated (Metric), Portland OR PO 38314 x 13114 551g 51I8 Impact resistant Portland, OR PO Patriot No Cutout Avery, OH AV 39315 x 13'l4 6518 611a Norwood. MA NW Arcadia Shake 4-Layer Laminated Fremont, CA FR 37% x 191W 8'h 93 Belmont 4-Tab Laminated Oxford, NC Ox 36 x 18 8 8VaL Belmont IR 4-Tab Laminated Impact Resistant Oxford, NC Ox 36 x 18 8 B% For SI: 1 inch = 25.4 mm_ NOTES: 1. includes algae -resistant (AR) versions. 2. Nail "Line" - distance from lowermost iowast edge of shingle to target nail location. 3. Shingle butt location varies up to i inch. Dimensions shown for shingle height and nail 'line" location are averages. TABLE 1---PRODUCT DESCRIPTIONS AND MANUFACTURING LOCATIONS (Continued) ACCESSORIES DIMENSIONS MAXIMUM PRODUCTS SHINGLE TYPE PLANT PLANT (width x height) EXPOSURE TO LOCATION DESIGNATION {inches] THE WEATHER inches Shangle Ridge Hip and Ridge Oxford, NC ox 12 x 18 8 Cedar Crest Hip and Ridge Oxford, NC OX 12 x 18 a Cedar Crest IR Hip and Ridge Impact Resistant Oxford, NC Ox 12 x 18 8 8x12 Mountain Ridge Hip and Ridge Fremont, CA FR & a 10 x12 NorthGate Ridge Hip and Ridge, Im act Resistant Portland, OR PO 9718 x 13% 55/8 Avery. OH AV Shadow Ridge Hip and Ridge Norwood, MA NW 12 x 12 5 (Standard) Oxford, NC ox Shakopeer MN SH Shadow Ridge Hip and Ridge Portland, OR PO 9'I8 x 13'14 5118 Metric d s Hip and Ride AccazGory Hip and Ridge Portland, OR PO 971s x 13'14 5 8 Souris Accessory Hip and Ridge Portland, OR PO 13118 x 13114 5518 Salads Accessory IR Hip and Ridge, Impact Resistant Portland, OR PO 13118 x 13'14 55/8 Presidential Starter Starter Shingle Portland, OR Fremont, CA OR FR 40 x 13114, bottom layer; 40 x 11'14, top layer 4 {top layer] Presidential Starter Starter Shingle Portland, OR FR 40 x 13'le, bottom layer, 4 (top layer) IR Fremont, CA 38 x 11114, top layer High Performance Starter Starter Shingle Oxford, NC Ox 36 x 10 nla Swiftstart Starter shingle Shakopee, MN 5H 38'14 x 751a n1a Avery, OH AV Universal Starter Starter Shingle gO kopee. C ox SH 36 x 7 nla Shreveport, LA SP For St: 1 inch = 25.4 mm. ESR-3537 I Most Widely Accepted and Trusted Page 6 of 13 E T-41 Z T - EE T-E ---------- 2mi,n 40JE-mc P,.Alpjc� *rq%r—Lr--mb 'JET7,1 � T-ate T-:Z 5,, 1'. ZL=-c- —F— W, 7 17- zv:m -1- t�--- *ET" G PAT Fe CA WlRr*lFjll—1 FIGURE 1-SHINGLE PROFILES AND FASTENER PATTERNS W, 7 17- zv:m -1- t�--- *ET" G PAT Fe CA WlRr*lFjll—1 FIGURE 1-SHINGLE PROFILES AND FASTENER PATTERNS ESR-3637 I Most Mdely Accepted and Trusted Page 7 of 43 PR ESIOENTIALIPRESIDENTIAL TL SHINGLES 8" 0n16 mm] i 5" (127 nlnt 5" (127 rru " (25 mmy Nails evenly spaced. 28 line. . T !d" {3G2 mm] Standard & high wind nailing pattern - five nails per Shingle. Roofing Cement under shingle. METRIC LAMINATES - SEALANT BACKITAPE BACK S 3)4" (984 mm) mm — 4 314 (375 mm) mm le Alxai N+4�.1r {25 mm} 1" (25 mm)r`!, mmj (156 mm) Ing 2ro2 ror - low ano era noarw- slopes (mom e:TY 10 21:1 Nail between upper & tower nail lines (as shaven above). Standard & high wind nailing astern - four nails per shingle. METRIC LAMINATES - SEALANT BACIGTAPE FRONT S W' (984 mm) . m _ 4 3!4 (375 mint P. min 16 ein-N0 66.M (28 min] 1" (25 mm) . 1 !4" --- (337 min] 6 118^ (156 min) imNailing aria for "low and standard" slopes j Farn 2! 12 to 21: Q Nail between upper 8 lower nail lines (as shorn above). Standard & high vend nailing pattern - four nails per shingle. 11 6 t!8- (166 inn } LANDMARK TL SHINGLES Standard d, high wind nailing pattern - four nails par 114" qn7 mm) PRESIDEN TIALIPRESIOENTIAL TL SHINGLES iff1011111MIII"ai 5 11 (156 rr Roofing Gemsnl under shi ngle. it on back. 190 61u (156 1 Rooting Cemaj under sh ingta. t an pack. Ij 51 (156 Rooting CemaM� under shingle. *Alanb on back.14 Nail Pattem. For rani slopes greater lharl 21:12 075°14) bvadying shingle must cover extra nails. METRIC LAMINATES - SEALANT BACUTAPE BACK 111° (337 mm) Nall be lween bottom 2 nail lines (as Shawn abave)- Slx Nail Patlerh. METRIC LAMINATES - SEALANT BACKITAPE FRONT Nall between bolldm 2 nail lines (as shown shove). Six Nail Pattam. LANDMARK TL SHINGLES FIGURE 1—SHINGLE PROFILES AND FASTENER PATTERNS (Continued) 337 mm)i ESR.3537 I Most Widely Accepted and Trusted Page 8 of 43 CARRIAGE HOUSE SHINGLES 1"[25 mm] I-'r f [25 mmy i"[25 mm] rr 1 {457 mmy e Sia" a s>s• [220 mmy (220 ram] r � SleddNd A high Wind hdilin@ patetn - five naps per shlng$E- Rvaer'e Cement under 5109ts. GRAND MANOR SHINGLES 1"{gS mm] im} sT a 5ra- I220 me I} Rv0eng Cement under ahincge Sterrdard 6 hlgh wfntl Haling patieln - M1Ya 11eIC er snln N. p A ealant on har HIGHLAND SLATE SHINGLES HATTERAS SHINGLES ..+W[915mml Im1 CARRIAGE HOUSE SHNGLES 3a` (915 mmy (230-11 230 mm 230 mm 1' 91 (x5 mm� 18 [457 mrn} Fpr root slepen greaiw men 21'12I17594} GRAND MANOR SHINGLES 35`[&}5 mm) Zj0 .,.I r230 mm 299 mm 1.. 125 mmn [457 mm] For mol afepea greeter Then 2.1.12 {175%)- Wth exue nab in lamin@W lab;- HIGHLANDSLATE SHINGLES ��38"{als mm] 23@ mm 50 -7 230 mm—Rwmm r IE (457 !g- mn) 9] (2a0 Rl finp Geni en[ antler s In@re. � (457 mmy T 9 318" 9 370" PAD mm) [240 mm) Standard d high wind nailing pattern - five nails per xh ftle. .401 Ruahreg CBmefll Untler shinglo. M)m I HATTERAS SHINGLES 38" j855 mm} m 230 rr 30 mmT 230 mm 215 mm 1 1 1457 mm) For rout slopes greater Than 21-12 (175%) FIGURE 1—SHINGLE PROFILES AND FASTENER PATTERNS (Continued) ESR-3537 I Most Widely Accepted and Trusted _ _ Page 9 of 13 ENGLI SH 3 W.1)0:'r RIDGE SHII JGLE3- �' 1�rrrre T 7-i _]�Z� = .] KI C ....�- �y i r1Y L tIall ing pattern all aPr11cavons-tYA nails persh{nale METRIC SOLARIS ACCESSORY & SOLARIS 7CCESSORY iR SHINGLES f -- 7 F r .�-,•- 10 13OUNTA.IN RIDGE SHItJGLES T T Kf Ate-, .ry flailing patient all ap> llcaticns -t'oC nails per snincle. SHLAGLE RIDGE SHIIdGLES ZF Nadln9 PStierfl all MPIICBIICnS -I':+C nails pe" sin inple METRIC SOLLRIS ACCESSORY SHIIAGLES $ SOL,L-RIS ACCESSORY IR SHINGLES F -N - - flailing tavern all aG; KICUNT' ItJ RIDGE SWIGLES5 F 72 ' Nailing paitern all a;,:::i:..'•; - rroc nails pef oingle- FIGURE i--SHINGLE PROFILES AND FASTENER PATTERNS (Continued) ESR-3537 I Most Widely Accepted and Trusted Page 10 of 13 3.2 -- r a I- ; - e. -C - 5 - Y "-. r_— s - - -.4 S :11 Z,- ^; : FIGURE 1--SHINGLE PROFILES AND FASTENER PATTERNS (Continued) ESR-3637 i Most Widely Accepted and Trusted Page 11 of 13 �5t Tx c-:-z ;cr IaTS-1-*T S-V'. - I 1i-c:-. -_ - :aLL�-,- i' � _ ---s -,-V— - - - -- r = - - C==7-_ - . ", t- - e x: .:__- _ .I,_-_ _ST;=Ira S — I ' -F - rrr_r_rrrrr r_r rrrr� _� :�-= -a -- ___-- r- a a_.== -_ -_ � •: - . _. - >: 1 tea: � � _ --.-. � r•' -_ _=x �--- FIGURE 1—SHINGLE PROFILES AND FASTENER PATTERNS (Continued) IMES Evaluation Report ESR-3537 CBC and CRC Supplement F?eissued Jane 2020 This report is subject to leoewal June 2021. www.i_cc-es.orct 1 (800) 423-6587 1 (662) 699-0543 R Subsidiary of the international Corte Council` DIVISION: 07 DO 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 LLC asphalt shingles, recognized in ICC-ES evaluation report ESR-3537, have also been evaluated for compliance with the code(s) noted below. Applicable code edition(s): ■ 2019 California Building Carle'=' (C8C) For evaluation of applicable chapters adopted by the California Office of Statewide Health Planning and Development (OSHPD) and 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 LLC asphalt shingles, described in Sections 2.0 through 7.0 of the evaluation report ESR-3537, 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'O (IBC) provisions respectively, noted in the evaluation report and the additional requirements of CBC Section 1511, as applicable. The asphalt shingles 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 2018 International Building Code' (IBC) provisions, as applicable, noted in the evaluation report and the additional requirements of Sections 701 A.3 and 705A of the CBC. 2.1.1 OSHPD: The applicable OSHPD Sections of the CBC are beyond the scope of this supplement. 2.1.2 ❑SA: The applicable DSA Sections of the CBC are beyond the scope of this supplement. 2.2 CRC: The CertainTeed LLC asphalt shingles, described in Sections 2-0 thrOUgh 7.0 of the evaluation report ESR-3537; comply with CRC Sections R902.1 and R905.2, and may be used where the CRC requires a Class A roof cover complying with CRC Section R902.1.1, a Class B roof covering complying with CRC Sedon 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 respectively, noted in the evaluation report and the additional requirements of CRC Section R908, as applicable. H'( =1.1 rsriluation Reporiv are ma irr he coa.sirf+eci as repre.veiniug aerfheil['.r or any irrher anrihrik'.s not .vpeci heal!} addretsrd nor arr Mel, ti, he c ,flaml+eel as an endorsement vJ 6L .sahliact lV floe repair or a rrci+m ientladonh,r 115 Ilse, There I,r no Irurisvnn• by K (' [-aln(Won 1en•ice, LI.C. c rpram fir Pupllerr f+.s S-� in WIT jiliffing ar alher mailer In ilii,s relwil. ar as irr mn pnirhia owered hi• the refNn't, Copyrigh10 2020 1 C C Gve[uatlon Service, LLC. All Nghis rendrvod, Pigs 12 of 43 ESR-3537 CSC and CRC Supplement I Most Widely Accepted and Trusted Page 13 of 13 The asphalt shingles may be used in the construction of new buildings located in any Fire Hazard Severity Zone within a State Responsibility Areas or Wildland-Urban Interface Fire Area, provided installation is in accordance with the 2018 International Residential Codes (IRC) provisions, as applicable, noted in the evaluation report and the additional requirements of Sections R337.1.3.1 and R337.5 of the CRC. The products recognized in this supplement have not been evaluated for compliance with the International Wildland-Urban Interface Cade'. This supplement expires concurrently with the report, reissued June 2020.