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HomeMy WebLinkAboutFile Documents.63 Grey Talon Ct.0116-2023-BROF (3) I PO/ PRI Evaluation Report PRI ER 1378E01 Issue Date:07/03/2019 VALIDATION Last Revision: 10/18/2022 PROGRAM This Report is Reviewed Annually Visit:pri-group.com for current status. Report Holder: Owens Corning Roofing and Asphalt LLC 1 Owens Corning Parkway Toledo,OH 43659 (419)248-7060 owenscorning.com/roofing SCOPE Subject: Asphalt Shingles Manufacturing Locations: CSI MasterFormat®: Factory ID Location DIVISION:07 00 00—THERMAL AND MOISTURE PROTECTION Atlanta,GA 4795 Frederick Dr. Sub-level 2:07 30 00—Steep Slope Roofing Atlanta, GA 30336 Sub-level 3:07 3100—Shingles and Shakes 128 W 8th St. Sub-level 4:07 31 13—Asphalt Shingles Brookville, IN Brookville, IN 47012 Compton, CA 1501 N Tamarind St., PO Box 5665 Code References: Compton,CA 90224 • 2021, 2018, 2015, 2012, and 2009 International Denver, CO 5201 Fox St. Building Code® (IBC) Denver,CO 80216 8• 2021, 2018, 2015, 2012, and 2009 International Houston,TX ous H Market St. Rd. Houston,TX 77029 Residential Code® (IRC) 201 N Nursery Rd. Irving,TX Irving,TX 75061 Properties Evaluated: Jacksonville, FL 1035 Talleyrand Ave. • External Fire Exposure (ASTM E108, ANSI/UL790) Jacksonville, FL 32206 • Wind Resistance (ASTM D3161; ASTM D7158) Kearny, NJ 1249 Newark Tpke. • Physical Properties (ASTM D3462, ICC-ES AC438) Kearny, NJ 07032 • Impact Resistance (UL 2218) Medina,OH 890 W Smith Rd. Medina, OH 44256 Memphis,TN 704 Corrine Ave., N Station Evidence Submitted: Memphis,TN 38107 • Recognized test report(s) indicating compliance 1901 49th Ave. N Minneapolis, MN with ASTM E108 and/or ANSI/UL790 Minneapolis, MN 55430 • Recognized test report(s) indicating compliance Portland,OR NW Yeon Ave. with ASTM D3161 Portland, OR 97208 • Recognized test report(s) indicating compliance Savannah, GA 1 Foundation Dr. with ASTM D7158 Savannah,GA 31408 • Recognized test report(s) indicating compliance Summit, IL 5824 S Archer Rd. Summit, IL 60501 with ASTM D3462 • Recognized test report(s) indicating compliance with UL 2218 • Recognized test report(s) indicating compliance with ICC-ES AC438 • Quality Documentation • Manufacturer's Drawings and Installation Instructions PRI •6412 Badger Drive•Tampa, FL 33610 http://www.pri-group.com/ Page 1 of 15 PRI ER 1378E01 Issue Date:07/03/2019 Last Revision: 10/18/2022 VALIDATION This Report is Reviewed Annually PROGRAM PRODUCT DESCRIPTIONS and APPLICATIONS Products: Laminated (multi-layer): Laminated shingles. The shingles are Supreme® manufactured with 2 layers of fiberglass mat coated with Oakridge® asphalt on both sides, and surfaced on the weather-exposed TruDefinition Oakridge® side with mineral granules. Duration®Premium Duration®Premium COOL Product: Factory IDs: Dimensions: TruDefinition° Duration" Oakridge' Atlanta,GA; TruDefinition" Duration"COOL Brookville,IN; TruDefinition* Duration°STORM* Compton,CA; Denver,CO; TruDefinition®Duration'MAX"' Irving,TX; TruDefinition®Duration'FLEX'"' Jacksonville,FL; TruDefinition®WeatherGuard® HP Kearny,NJ; 39 3/8"x 13-1/4" Berkshire® Medina,OH; Memphis,TN; Woodcrest° Minneapolis,MN; Woodmoor° Portland,OR; Starter Strip Plus Savannah,GA; Tri-Built Shingle Starter Summit,IL SRS TopShield Starter Shingle TruDefinition®Oakridge' Atlanta,GA; WoodStart'Starter Shingle Irving,TX; 39 3/8"x 13-1/4" ProEdge' Jacksonville,FL; Memphis,TN lmpactRidgeTM Hip&Ridge Shingles RIZERidge°Hip&Ridge Shingles with Sealant Duration'Premium Compton,CA; 393/8"x 13-1/4" DuraRidgeTM Hip&Ridge Shingles Portland,OR Berkshire'Hip&Ridge Shingles Duration'Premium COOL Compton,CA 393/8"x 13-1/4" WeatherGuard®HP Hip&Ridge TruDefinition®Duration' Brookville,IN; Product Descriptions: Compton CA; Denver,CO; OWENS CORNING° asphalt shingles are roof covering materials Irving,TX; that conform with the following properties when installed as Jacksonville,FL; instructed in this report. The products come in standard and Kearny,NJ; 393/8"x 13 1/4" metric sizes and consist of three-tab shingles, laminated Medina,OH; Memphis,TN; shingles, and accessory shingles. Minneapolis,MN; Portland,OR; Three-tab (single-layer): Three-tab, fiberglass reinforced Savannah,GA; shingles.The shingles are manufactured with a single fiberglass Summit,IL mat, coated on both sides with asphalt, and surfaced on the TruDefinition®Duration'COOL Compton CA 393/8"x 13 1/4" weather-exposed side with mineral granules. The shingles are self-sealing and have a continuous bead of thermal-tab sealing TruDefinition®Duration'STORM' Denver,CO 393/8"x 13-1/4' adhesive above the shingle butt on the weather side. TruDefinition®Duration'MAX'" Compton,CA 393/8"x 13-1/4' Product: Factory IDs: Dimensions: TruDefinition®Duration'FLEX'" Denver,CO; 39-/a8"x13-1/4" Summit,IL Supreme' Denver,CO; Irving,TX; TruDefinition®WeatherGuard®HP Memphis,TN 393/8"x 13-1/4" Medina,OH; 12"x36" Portland,OR Berkshire' Minneapolis,MN 38"x18-3/4" Supreme' Compton,CA; Woodcrest Compton,CA 40"x 14-1/4" Portland,OR 13-1/4'x 393/8" Woodmoor Compton,CA 40"x 14-1/4' PRI •6412 Badger Drive•Tampa, FL 33610 http://www.pri-group.com/ Page 2 of 15 PRI ER 1378E01 Livgl Issue Date:07/03/2019 Last Revision: 10/18/2022 VALIDATION This Report is Reviewed Annually PROGRAM Accessory(hip and ridge): Prefabricated hip and ridge shingles. Wind Resistance: OWENS CORNING° asphalt shingles covered under this report Product: Factory IDs: Dimensions: have been tested for wind resistance in accordance with the ProEdge' Atlanta,GA; following test methods: Denver,CO; Irving,TX; 12"x 12" Shingles tested in accordance with ASTM D3161 are classified as Medina,OH Class F and qualify for use under the exception to the following Portland,OR code: ImpactRidge.'Hip&Ridge Shingles Denver,CO; 12"x 12" • 2021 IBC Section 1504.2 Summit,IL • 2018 IBC Section 1507.2.3 RIZERidge®Hip and Ridge Houston,TX 12"x 12" • 2015 IBC Section 1507.2.8.1 • 2012 and 2009 IBC Section 1507.2.7.1 DuraRidgeT" Hip and Ridge Shingles Minneapolis,MN 10 5/s"x 12" • 2021,2018,2015,2012,and 2009 IRC Section R905.2.4.1 Berkshire'Hip&Ridge Shingles Minneapolis,MN 10-5/8"x 12" Shingles tested in accordance with ASTM D7158 are classified as WeatherGuard®HP Hip&Ridge Memphis,TN 12"x 12" Class H and qualify for use in locations as shown in the following code: Accessory(starter): Prefabricated starter course shingles. • 2021 IBC Table 1504.2 Product: Factory IDs: Dimensions: • 2015 and 2018 IBC Table 1504.1.1 Starter Strip Plus Houston,TX; • 2012 and 2009 IBC Table 1507.2.7.1 Medina,OH; a/4„x 39 a/8" • 2021, 2018, 2015, 2012 and 2009 IRC Table R905.2.4.1 Minneapolis,MN; Portland,OR Where the maximum allowable stress design wind speed, Vasd, Tri-Built Shingle Starter Houston,TX; is 150 mph(67 m/s)or less in exposure category B or C(ASCE 7) Medina,OH a/4„x 39 a/8" and a maximum building height of 60 feet(18.3 m), installation Minneapolis,MN; must be in accordance with the following code as applicable: Portland,OR • 2021 IBC Section 1507.2.5 SRS TopShield Starter Shingle Houston,TX; • 2018 IBC Section 1507.2.6 Medina,OH; a/4,x 39 a/$" • 2015, 2012, and 2009 IBC Section 1507.2.7 Minneapolis,MN; • 2021, 2018, 2015, 2012,and 2009 IRC Section R905.2 Portland,OR WoodStart'Starter Shingle Compton,CA 133/8"x 40" Physical Properties: OWENS CORNING® asphalt shingles covered under this report Fire Classification: have been tested for physical properties in accordance with When installed on new construction in accordance with this ASTM D3462 and qualify for use under the following code: report and the OWENS CORNING® installation instructions, the • 2021 and 2018 IBC Section 1507.2.4 OWENS CORNING° asphalt shingles are a Class A fire • 2015, 2012, and 2009 IBC Section 1507.2.5 classification roof covering in accordance with ASTM E108 • 2021, 2018, 2015, 2012,and 2009 IRC Section R905.2.4 and/or ANSI/UL790 and qualify for use under the following code: • 2021, 2018, 2015, 2012,and 2009 IBC Section 1505.1 Impact Resistance: • 2021,2018, 2015, 2012,and 2009 IRC Section R902.1 OWENS CORNING° TruDefinition° WeatherGuard° HP, TruDefinition° Duration® STORM, TruDefinition° Duration° When the shingles are installed over existing roof coverings,the FLEX, ImpactRidgeTM Hip & Ridge Shingles, and WeatherGuard fire classification is maintained. HP Hip & Ridge covered under this report have been tested for impact resistance in accordance with UL 2218 Class 4. Shingles have also been evaluated in accordance with ICC-ES Acceptance Criteria,AC438. PRI •6412 Badger Drive•Tampa, FL 33610 http://www.pri-group.com/ Page 3 of 15 PRI ER 1378E01ril I Issue Date:07/03/2019Last Revision: 10/18/2022 VALIDATION This Report is Reviewed Annually [_ !J PROGRAM INSTALLATION-GENERAL OWENS CORNING® asphalt shingles must be installed in Fasteners: accordance with the applicable code, this report, and the Fasteners must comply with ASTM F1667 and be minimum No. manufacturer's published installation instructions, which must 12 gage (0.105 inch), 3/8 inch diameter head, galvanized, be available at all times on the jobsite during installation. stainless steel, aluminum or copper corrosion-resistance nails. Minimum roof slopes must be 2:12 (16.67%slope or 9°)for the Fasteners must penetrate into the deck minimum 3/4 inch, or three-tab shingles and for the laminated shingles. The shingles through the deck,where the deck is less than 3/4 inch thick. must be installed in accordance with the following code as applicable,except as noted in this report: Asphalt Cement: • 2021,2018, 2015, 2012,and 2009 IBC Section 1507.2 Asphalt cement must comply with ASTM D4586. • 2021,2018, 2015, 2012,and 2009 IRC Section R905.2 Sealant: Deck: Sealant must comply with ASTM C920. The roof deck must be code-complying, minimum 3/8 inch thick (9.5 mm),exterior plywood complying with DOC PS-1; OSB Valley Construction and Other Flashing: rated sheathing complying with DOC PS-2; or solid sheathing Valleys must consist of woven, open valley or closed-cut using minimum nominal 1 by 6 lumber. construction and must be flashed in accordance with the following code as applicable: Underlayment and Ice Barriers: • 2021 and 2018 IBC Section 1507.2.8.2 Underlayment must comply with ASTM D226, ASTM D4869, or • 2015,2012, and 2009 IBC Section 1507.2.9.2 ASTM D6757 as specified in the following code: • 2021, 2018, 2015, 2012,and 2009 IRC Section R905.2.8.2 • 2021,2018, 2015, 2012,and 2009 IBC Section 1507.2.3 • 2021,2018, 2015, 2012,and 2009 IRC Section R905.2.3 Other flashings must comply with the following code as applicable: When used as an underlayment under shingles described in this • 2021 and 2018 IBC Section 1503.2 and 1507.2.8 report, self-adhering polymer modified bitumen sheet must • 2015, 2012, and 2009 IBC Section 1503.2 and 1507.2.9 comply with ASTM D1970. • 2021, 2018, 2015 2012, and 2009 IRC Section R903.2 and For roof slopes greater than 4:12(33.33%slope or 18°),the roof 905.2.8 deck must be covered with minimum one layer of underlayment. Reroofing: Roofs having slopes between 2:12 (16.67%slope or 9°)and 4:12 Prior to the reroofing, hip and ridge coverings must be removed. (33.33% slope or 18°) require minimum two layers of The existing asphalt shingle roof covering must be inspected in underlayment.Underlayment application must be in accordance accordance with the provisions and limitations of the following with the following code as applicable: codes as applicable: • 2021,and 2018 IBC Section 1507.2.3 • 2021 IBC Section 1512 • 2015,2012, and 2009 IBC Section 1507.2.8 • 2018 and 2015 IBC Section 1511 • 2021,2018, and 2015 IRC Section R905.2.3 • 2012 and 2009 IBC Section 1510 • 2012,and 2009 IRC Section R905.2.7 • 2021, 2018, and 2015 IRC Section R908 In areas where there has been a history of ice forming along the • 2012 and 2009 IRC Section R907 eaves, causing a backup of water, as indicated by Table R301.2 (1), an ice barrier must be provided in accordance with the The shingles must be installed in accordance with this report. following code as applicable: Fasteners must be of sufficient length to penetrate 3/4 inch into • 2021 and 2018 IBC Section 1507.2.7 the deck,or through the deck where the deck is less than 3/4 inch • 2015,2012, and 2009 IBC Section 1507.2.8.2 thick. • 2021,2018, and 2015 IRC Section R905.2.7 • 2012 and 2009 IRC Section R905.2.7.1 PRI •6412 Badger Drive•Tampa, FL 33610 http://www.pri-group.com/ Page 4 of 15 PRI ER 1378E01 L-Pgi Issue Date:07/03/2019 Last Revision: 10/18/2022 VALIDATION This Report is Reviewed Annually PROGRAM INSTALLATION-ASPHALT SHINGLES Starter Shingles: A starter course of Starter Strip Plus,Tri-Built Shingle Starter, SRS TopShield Starter Shingle, or Woodstart®Starter Shingle must be attached to the eave edge using fasteners approved by this report, located 1-1/2 to 3 inches from the eave edge and spaced 8 to 10 inches apart,for a total of five fasteners per shingle.The starter strip must overhang the eaves and rake edges by 1/4 to 3/4 inch.See Figures 1 and 2. If self-sealing three-tab shingles are used,remove the exposed tab portion and install with factory- applied sealant adjacent to the eaves. Figure 1-Starter Strip Plus,Tri-Built Shingle Starter,and SRS TopShield Starter Shingle Fastening Pattern: ssj� 4 Nails per shingle - •,� makes - ' tit*i\\ t* 4,4 Self• edlesive OerQ \ Nails located 2"-3"from eave ,,, doptiel°1°" Self-seeing adhesive positioned along eave Nails located 2"•3"from rate 5 Nails per shingle on eaves Figure 2-Woodstart®Starter Shingle Fastening Pattern: r1V2• 11/4"Nail Area _ • • • • • .•..,..,.....,,......„s„... z...,,.._.......___.._,-- -5'Exposure Nails PRI •6412 Badger Drive•Tampa, FL 33610 http://www.pri-group.com/ Page 5 of 15 PRI ER 1378E01 ivo Issue Date:07/03/2019 Last Revision: 10/18/2022 VALIDATION This Report is Reviewed Annually PROGRAM Field Shingles: Supreme®: For roof slopes of 2:12 up to 21:12 (16.67%or 9° up to 175%or 60°), use a minimum of four(4)fasteners per shingle;a minimum of six(6)fasteners per shingle may optionally be used in high velocity wind zones. For roof slopes over 21:12 (175% or 60°), use a minimum of six (6) fasteners per shingle and 1 inch diameter spots of asphalt cement placed under each corner(1 to 2 inches from each end) of each tab (two spots per tab). See Figure 3 for fastener spacing. Fasteners must be located 5/8 inch above the tab cut-out and below the sealant strip;do not drive fasteners into or above sealant strip. Maximum exposure to the weather must be 5 ± 1/8 inches for standard-sized shingles or 5 5/8±1/8 inches for metric-sized shingles. The first course of field shingles must be installed over a starter course.Apply first course starting with a full shingle, aligned even with starter. Subsequent shingle courses must be installed with vertical joint offsets from adjacent courses. For standard-sized three-tab shingles, 6 inch offsets are suggested, but repeatable patterns greater than 4 inches are permitted. For metric-sized three-tab shingles, 6 9/16 inch (167 mm) offsets are suggested, but repeatable patterns greater than 4 inches (102 mm)are permitted. Caution must be exercised to assure that end joints are minimum 2 inches from a fastener in the shingle below and that side laps are minimum 4 inches in succeeding courses. Note: In colder climates or wind regions where it is questionable whether the thermal-sealing adhesive will activate to seal the shingles,the shingles can be hand-sealed.A 1 inch diameter spot of asphalt cement should be placed under the corner (1 to 2 inches from each end) of each tab (two spots per tab). Figure 3-Supreme° Four(4) Fastener Pattern: 1° (A) 1' For standard-sized shingle + 11" 1 i-• 5"Exposure Four(4) Fastener Pattern: 1" (A) 1' For metric-sized shingle li 12 L: ` 12 i I 1111111111111 5 5/8" Exposure ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ Six(6)Fastener Pattern: �, 2• (g 22• 1• _ .� PRI •6412 Badger Drive•Tampa, FL 33610 http://www.pri-group.com/ Page 6 of 15 PRI ER 1378E01 Livgl Issue Date:07/03/2019 Last Revision: 10/18/2022 VALIDATION This Report is Reviewed Annually PROGRAM Oakridge°and TruDefinition® Oakridge°: For roof slopes of 2:12 up to 21:12 (16.67%or 9° up to 175%or 60°), use a minimum of four(4)fasteners per shingle; a minimum of six(6)fasteners per shingle may optionally be used in high velocity wind zones. For roof slopes over 21:12 (175%or 60°), use a minimum of six (6)fasteners per shingle and four(4) 1 inch diameter spots of asphalt cement per shingle (2 inches up from the bottom edge). See Figure 4 for fastener spacing. Fasteners must be located 6-1/8 inches above the butt edge of the shingles. Maximum exposure to the weather must be 5-5/8±1/8 inches. The first course of field shingles must be installed over a starter course.Apply first course starting with a full shingle, aligned even with starter. Subsequent shingle courses must be installed with vertical joint offsets from adjacent courses. 6-1/2 inch offsets are suggested, but repeatable patterns greater than 4 inches are permitted. Caution must be exercised to assure that end joints are minimum 2 inches from a fastener in the shingle below and that side laps are minimum 4 inches in succeeding courses. Note: In colder climates or wind regions where it is questionable whether the thermal-sealing adhesive will activate to seal the shingles, the shingles can be hand-sealed. Four (4) 1 inch diameter spots of asphalt cement should be placed under the exposed portion of the shingle, spaced 1 to 2 inches from each end of the shingle with two spots evenly spaced in between. Figure 4-Oakridge°and TruDefinition®Oakridge° Four(4) Fastener Pattern: IESWPIU...mdgill 5 5/8" Exposure Nails`-/ 5 5/8" Exposure ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ Six(6)Fastener Pattern: 5 5/8" 6 Fasteners 5 5/8" Exposure dA% Exposure Note:Asphalt Cement included for slopes greater than 21:12 [4, WirAEM 111 Four 1"Spots of Asphalt Cement PRI •6412 Badger Drive•Tampa, FL 33610 http://www.pri-group.com/ Page 7 of 15 PRI ER 1378E01 Livo Issue Date:07/03/2019 Last Revision: 10/18/2022 VALIDATION This Report is Reviewed Annually PROGRAM Duration® Premium, Duration® Premium COOL, TruDefinition® Duration®, TruDefinition® Duration® COOL, TruDefinition® Duration® STORM®, TruDefinition® Duration® MAX, TruDefinition® Duration® FLEX: For roof slopes of 2:12 up to 21:12 (16.67%or 9° up to 175%or 60°), use a minimum of four (4) fasteners per shingle; a minimum of six (6) fasteners per shingle may optionally be used in high velocity wind zones. For roof slopes over 21:12 (175%or 60°), use a minimum of six (6) fasteners per shingle and four (4) 1 inch diameter spots of asphalt plastic cement per shingle (2 inches up from the bottom edge). See Figure 5 for fastener spacing. Fasteners must be located 6-1/8 inches above the butt edge of the shingles(center of the SureNail® fastening area for Duration® products). Maximum exposure to the weather must be 5-5/8 ± 1/8 inch. The first course of field shingles must be installed over a starter course.Apply first course starting with a full shingle, aligned even with starter. Subsequent shingle courses must be installed with vertical joint offsets from adjacent courses. 6-1/2 inch offsets are suggested, but repeatable patterns greater than 4 inches are permitted. Caution must be exercised to assure that end joints are minimum 2 inches from a fastener in the shingle below and that side laps are minimum 4 inches in succeeding courses. Note: In colder climates or wind regions where it is questionable whether the thermal-sealing adhesive will activate to seal the shingles, the shingles can be hand-sealed. Four (4) 1 inch diameter spots of asphalt cement should be placed under the exposed portion of the shingle, spaced 1 to 2 inches from each end of the shingle with two spots evenly spaced in between. Figure 5-Duration®Premium,Duration®Premium COOL,TruDefinition® Duration®,TruDefinition® Duration®COOL,TruDefinition® Duration®STORM®,TruDefinition® Duration® MAX,and TruDefinition® Duration® FLEX Four(4)Fastener Pattern: SureNail fastening area width ..•• Limil_ ..•• 1 0-1-m„,„,...4wrirs_....„ ITV 55r Exposure Nails 51,4"Exposure ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. Six(6)Fastener Pattern: ISureNail®fastening area width V t. 4-- 1r • !•• Ft • • 5 5/8" Exposure Nails PRI •6412 Badger Drive•Tampa, FL 33610 http://www.pri-group.com/ Page 8 of 15 PRI ER 1378E01 Avoi Issue Date:07/03/2019 Last Revision: 10/18/2022 VALIDATION This Report is Reviewed Annually PROGRAM TruDefinition°WeatherGuard° HP: For roof slopes of 2:12 up to 21:12 (16.67%or 9° up to 175% or 60°),use a minimum of four(4)fasteners per shingle;a minimum of six(6)fasteners per shingle may optionally be used in high velocity wind zones. For roof slopes over 21:12 (175%or 60°), use a minimum of six (6) fasteners per shingle and four (4) 1 inch diameter spots of asphalt cement per shingle(2 inches up from the bottom edge).See Figure 6 for fastener spacing. Fasteners must be located 6-1/8 inches above the butt edge of the shingles and secure both layers of the shingle. Maximum exposure to the weather must be 5-5/8±1/8 inches. The first course of field shingles must be installed over a starter course.Apply first course starting with a full shingle, aligned even with starter. Subsequent shingle courses must be installed with vertical joint offsets from adjacent courses. 6-1/2 inch offsets are suggested, but repeatable patterns greater than 4 inches are permitted. Note: In colder climates or wind regions where it is questionable whether the thermal-sealing adhesive will activate to seal the shingles, the shingles can be hand-sealed. Four (4) 1 inch diameter spots of asphalt cement should be placed under the exposed portion of the shingle, spaced 1 to 2 inches from each end of the shingle with two spots evenly spaced in between. Figure 6-TruDefinition°WeatherGuard°HP Four(4)Fastener Pattern: 11 inch 1 inch • �1 pulg.12 inches 12 inches 1 pulg. I�12 pulg.�I I4— 12 pulg. —>I A . _ r T-1 .••. • .. .. • Nails Clavos • • • 5 5,1 inch Exposure• 5 5 8 inch Exposure Exposicion de 5 5;8 pulg. Exposicion de 5 5;8 pulg. Six(6)Fastener Pattern: ' Nail 6118 inch from bottom 5 51 inch Exposure 6 Fasteners of shingle Note:Asphalt Cement included Exposicion de 5 518 pulg. 6 Sujetadores Clavar a 6118 pulg.de la parte �.`for slopes greater than 21:12 inferior de la teja 1 inch 1 inch • �1 Pd9• 12 ii. .s hes 1 pulg. � 14— pdg.'i I -12pug. —),I A IIfffiIr r r • Four 1 inch Spots of Asphalt Roof Cement • Cuatro puntos de cemento asfaltico para techos de 1 pulgada • • PRI •6412 Badger Drive•Tampa, FL 33610 http://www.pri-group.com/ Page 9 of 15 PRI ER 1378E01 Livgl Issue Date:07/03/2019 Last Revision: 10/18/2022 VALIDATION This Report is Reviewed Annually PROGRAM Berkshire®: For roof slopes of 2:12 up to 21:12 (16.67%or 9° up to 175%or 60°), use a minimum of five(5)fasteners per shingle;a minimum of six(6)fasteners per shingle may optionally be used in high velocity wind zones. For roof slopes over 21:12 (175% or 60°), use a minimum of six (6) fasteners per shingle and 1 inch diameter spots of asphalt cement placed under each tab(centered across tab width and 2 inches up from bottom edge of shingle).See Figure 7 for fastener spacing. Fasteners must be located 5/8 inch above the tab cut-out and below the sealant strip;do not drive fasteners into or above sealant strip. Maximum exposure to the weather must be 8-3/8±1/8 inch. Shingles are applied in a single-column,vertical-racking method.The first course of field shingles must be installed over a starter course. Apply first course with a full shingle, aligned even with starter. Apply second course with a 4-3/4 inch offset. Thereafter, alternate shingle courses; odd- numbered courses start with a full shingle and even-numbered courses start with a 4 3/4 inch offset. Caution must be exercised to assure that end joints are minimum 2 inches from a fastener in the shingle below and that side laps are minimum 4 inches in succeeding courses. Note: In colder climates or wind regions where it is questionable whether the thermal-sealing adhesive will activate to seal the shingles,the shingles can be hand-sealed.A 1 inch diameter spot of asphalt cement should be placed under the corner 1 to 2 inches from each end of each tab(two spots per tab). Figure 7-Berkshire° Five(5) Fastener Pattern: Sealant strip l 1" \, 8uZ' 912" g12" 8i:2" Six(6)Fastener Pattern: Note:Asphalt Cement included Sealant strip for slopes greater than 21:12 l 8re 812' 812' Buy 1" 1„ 21 Asphalt roofing cement PRI •6412 Badger Drive•Tampa, FL 33610 http://www.pri-group.com/ Page 10 of 15 PRI ER 1378E01 Avoi Issue Date:07/03/2019 Last Revision: 10/18/2022 VALIDATION This Report is Reviewed Annually PROGRAM Woodcrest® and Woodmoor®: For roof slopes of 2:12 up to 21:12 (16.67% or 9° up to 175% or 60°), use a minimum of five (5) fasteners per shingle; a minimum of six (6) fasteners per shingle may optionally be used in high velocity wind zones. For roof slopes over 21:12 (175%or 60°), use a minimum of nine (9)fasteners per shingle and 1 inch diameter spots of asphalt cement placed under each tab (centered across tab width and 2 inches up from bottom edge of shingle). See Figure 8 for fastener spacing. Maximum exposure to the weather must be 4± 1/8 inches. Shingles are applied in either a 5 inch&5 inch or a 5 inch&15 inch offset method.The first course of field shingles must be installed over a starter course. Apply first course with a full shingle, aligned even with starter.Subsequent shingle courses must be installed with vertical joint offsets from adjacent courses. For 5 inch &5 inch offset method,apply subsequent courses with a 5 inch offset. For 5 inch & 15 inch offset method, apply second course with a 5 inch offset (cut 5 inches from a full shingle); apply third course with a 15 inch offset (cut 20 inches from a full shingle); apply fourth course with a 5 inch offset (cut 25 inches from a full shingle); repeat application pattern thereafter. Caution must be exercised to assure that end joints are minimum 2 inches from a fastener in the shingle below and that side laps are minimum 4 inches in succeeding courses. Note: In colder climates or wind regions where it is questionable whether the thermal-sealing adhesive will activate to seal the shingles,the shingles can be hand-sealed.A 1 inch diameter spot of asphalt cement should be placed under the corner 1 to 2 inches from each end of each tab(two spots per tab). Figure 8-Woodcrest®and Woodmoor® Five(5) Fastener 40„ Six(6) Fastener' 40" 40 pul9, t/z" 40 pulg• 1/z" Pattern: 1/2" 1/2" Pattern: �g-1/2 pulg. 1/2" 1/2 —IF—1/2 pulg. 1/2 pulg. . • �_ R Offset Cuts s f ~_ ° Offset d.e Cuts" f Cones de desplazamiento Cortes de desplazamiento 141/4" yl 141/4" YI - i 11 VIpu'g, 1/V/pulg. ��\.%�- Witilirr011rI 11,z" 1112" \�� 1 112" 6 Nails 1 112 pulg. 1 1/2 pulg. 5 Nails 11/2 pig. fi Clavos Nail Area- 5 Clavos Nail Area— Area de clavos Area de davos i Nine(9)Fastener 1 Additional 4 nails 4 davos adicionales Pattern: ' -' i. Note:Asphalt Cement included 1 -- " _____ . for slopes greater } �' ;,1:: •,,•':• • ``� than 21:12 --- ilk, � -_ :1....... 11 pulg, 2• P 2 ping. Asphalt roof cement Adhesivo para tejas asfalticas PRI •6412 Badger Drive•Tampa, FL 33610 http://www.pri-group.com/ Page 11 of 15 PRI ER 1378E01 L-Pgi Issue Date:07/03/2019 Last Revision: 10/18/2022 VALIDATION This Report is Reviewed Annually PROGRAM Hip and Ridge Shingles: Complete field shingle application before applying hip and ridge shingles. Hip shingles must be applied before applying ridge shingles. Arrange hip and ridge shingles along center line so that both halves of the laminated piece fall on opposite sides of the hip or ridge.When finishing ridge, leave no headlap or laminated portion exposed;cover exposed fasteners with asphalt cement. ProEdge®: Use four (4) fasteners per shingle. Fasten each shingle with two (2) fasteners on each side, placed 6-1/4 inch from the exposed end and 1 inch and 2 inch in from the side edge. See Figure 9 for fastener spacing. Fasteners must be located above the sealant strip; do not drive fasteners into sealant strip. Maximum exposure to the weather must be 6 inches. Figure 9-ProEdge® Fastening Pattern: 12"x 12"shingle 11 r' 1°il �I 1" 12" . . . . Sealant 614" 6" Exposure i i 2"� ImpactRidge'M: Use four (4) fasteners per shingle. Fasten each shingle with two (2) fasteners on each side, placed 6-1/4 inch from the exposed end and 1 inch and 2 inch in from the side edge.See Figure 10 for fastener spacing. Fasteners must be located below the sealant strip; do not drive fasteners into sealant strip. Maximum exposure to the weather must be 6 inches. Figure 10—ImpactRidge" Fastening Pattern: Standard Fastening I.—11 inches/pulg—I Pattern Esquema 2 inches/pulg III . 2 inches/pulg de instalacion 1 inch/pulg 1 inch/pulg estandar • • • • 12 inches/pulg sealant/sellador 644 inch/pulg 1 14—12 inches/pulg _ PRI •6412 Badger Drive•Tampa, FL 33610 http://www.pri-group.com/ Page 12 of 15 PRI ER 1378E01 Livgl Issue Date:07/03/2019 Last Revision: 10/18/2022 VALIDATION This Report is Reviewed Annually PROGRAM RIZERidge® Hip and Ridge Shingles: Shingles contain perforation lines to establish a foldable design and create a multi-layered dimension. Use four(4)fasteners and two (2) beads of sealant per shingle. Fasten each shingle with two (2) fasteners on each side, placed 7 inch from the exposed end and 1 inch and 2 inch in from the side edge. On each side and between the fasteners at approximately 1-1/2 inch in from the side edge, place a 1/4 inch wide by 2 inch long bead. See Figure 11 for fastener spacing and sealant application. Maximum exposure to the weather must be 6 inches. Figure 11-RIZERidge®Hip and Ridge Shingles Fastening Pattern: With Sealant 2 1" i • Sealant Nails y • Fold Under Fold Over 2" „`• Doblado hacia abajo Doblado hacia arriba DuraRidgeTM Hip and Ridge Shingles: Use two (2) fasteners per shingle. Fasten each shingle through the top laminated piece with one (1) fastener on each side, placed 9 inch from the exposed end and 1 inch in from the side edge. Fasteners must be located in the center of the SureNail®fastening area. See Figure 12 for fastener spacing. Maximum exposure to the weather must be 8 inches. Figure 12-DuraRidgeTM Hip and Ridge Shingles _ FasteningPattern: �— Prevailing Wind Direction Direction dominante du vent Direction del viento predominante Top View Vue en plan H i^ Vista superior I"H • \111" Nail Nails >? 2 sie. ciou Clous I J • Owens Corning SureNail' •A/CIaTo Clavos�9 � Y 4 I -© I " c 0 o - y 1 + 8" . g Exposure a " • • Exposition de g po U e poslaon de 8 pulg. 4 I • i 5\\\ �Y p G�\\� 1 12" > • • PRI •6412 Badger Drive•Tampa, FL 33610 http://www.pri-group.com/ Page 13 of 15 PRI ER 1378E01 "pi Issue Date:07/03/2019 Last Revision: 10/18/2022 PROGRAM oN This Report is Reviewed Annually OGR Berkshire®Hip and Ridge Shingles: Use two(2)fasteners per shingle. Fasten each shingle through the top laminated piece with one (1)fastener on each side, placed 9 inch from the exposed end and 1 inch in from the side edge.Fasteners must be located in the center of the SureNail®fastening area.See Figure 13 for fastener spacing. Maximum exposure to the weather must be 8 inches. Figure 13-Berkshire®Hip and Ridge Shingles Fastenin Pattern: <— Prevailing Wind Direction gDirection dominante du vent Direccion del viento predominante Top View Vue en plan • H I" Vista superior I'"H Nail Nails 1- s /clop Clous 2�o•. clays l• •Owens Corning SureNai • Clavos.. _—© J • f • • —© w .�� I I c v2, • — J W v 8" • • 8 Exposure " Ex1 position!loner;po U e position de g pulg. 4 ..••. • \\\\ �Y A 14 WeatherGuard®HP Hip and Ridge Shingles:Use four(4)fasteners per shingle.Fasten each shingle through the top laminated piece with two (2) fasteners on each side, placed 6 inch from the exposed end and 1 and 2 inches in from the side edge. See Figure 14 for fastener spacing. In high wind zones,apply a 1/4 inch wide by 5 inch long bead of ASTM C920 elastomeric sealant starting 1 inch from the edge to each side of the shingle. Maximum exposure to the weather must be 5 inches. Figure 14—WeatherGuard®HP Hip and Ridge Shingles Fastening Pattern: Top View Provalllnp rind '.\ 1"4 Direction A Note:Sealant included for �q 4\ A / Sealant t Molls 1 .. /•` high wind zones \\�\\\\ ,o,\H r 1 IH 1 . • \ i i 2. ►1 -�. 1.� �► i 2• v v f Nsis • Nails rEsp mr A \ I 5• Exposure 3 -I 5 1 12" ► PRI •6412 Badger Drive•Tampa, FL 33610 http://www.pri-group.com/ Page 14 of 15 PRI ER 1378E01 Litgl Issue Date:07/03/2019 Last Revision: 10/18/2022 VALIDATION This Report is Reviewed Annually PROGRAM CONDITIONS OF USE & IDENTIFICATION The OWENS CORNING® Asphalt Shingles described in this report comply with, or are suitable alternatives to, the codes listed in this report,subject to the following conditions: • The products as well as the installation methods must be • The products are identified by marks bearing the report in compliance with the applicable code, this report, and holder's name, the manufacture location, the product the installation instruction provided by the name,and the Seal of PRI Validation Program for Building manufacturer. If the manufacturer's installation Materials. The Seal shall indicate, at a minimum, the instructions differ from what is listed in this report, this following: report governs. a. ASTM E108—Class A • This report does not supersede the local jurisdiction b. ASTM D3161—Class F regulations and the final approval of the building c. ASTM D7158—Class H products, materials, or systems in this report is the d. ASTM D3462 responsibility of the authorities having jurisdiction. e. ICC-ES Acceptance Criteria,AC438 • This report is only valid if the product(s) and/or the • The products are manufactured at the locations listed in referenced documentation/codes related to the this report and are manufactured under a quality control products do not change. If there is a change in product(s) program with surveillance and/or inspections by PRI and/or the referenced documentation/codes related to Construction Materials Technologies, LLC. the products, PRI Construction Materials Technologies, • This report is a supplement to product certification. The LLC must be informed and further action may be products listed herein must be certified separately under necessary to revalidate this report. the PRI Validation Program for Building Products. This • This report, in its entirety, must be available at job sites report alone is not a product certification and requires upon request by the user or for inspection by the Building separate product certification under the PRI Validation Official. A copy of this report in full shall be provided by Program for Building Products to be valid. the manufacturer or its distributors. • The current status of this report as well as a directory of certified products,including supplemental PRI Evaluation Reports,can be found at pri-group.com. O 2019 PRI Construction Materials Technologies, LLC This PRI Evaluation Report is for the exclusive use by the Client with which a signed agreement was made with PRI Construction Materials Technologies,LLC.PRI Construction Materials Technologies,LLC is only responsible and/or liable for the terms and conditions outlined in that signed agreement. Only the Client has authority to distribute or authorize distribution of the report in its entirety and they shall not do so in a misleading manner. Any loss, expense, or damage caused by the use of this report to any party, other than the Client in accordance with the agreement, is not the responsibly or fault of PRI Construction Materials Technologies, LLC. PRI Construction Materials Technologies, LLC has no financial interest, nor does it have intent to acquire financial interest, in the manufacture or the distribution of the product(s)listed in this report. PRI Construction Materials Technologies, LLC is not under the ownership,operation,or control of the manufacturer or the distributer of the product(s)listed in this report.PRI Construction Materials Technologies, LLC does not guarantee any representations or warranties on any product(s)or subjects contained in this report. This PRI Evaluation Report is an evaluation of building code and is in no way an endorsement or a recommendation for use for the product(s) listed within.All data utilized in support of this report comes from accredited laboratories that show compliance with ISO/IEC Standard 17025 by the International Accreditation Service (IAS) or by any other accreditation body that is a signatory to the International Laboratory Accreditation Cooperation (ILAC) Mutual Recognition Arrangement(MRA). The accuracy of any data that comes from an accredited laboratory that is not PRI Construction Materials Technologies, LLC is the responsibility of the publishing laboratory alone; PRI Construction Materials Technologies, LLC does not accept any responsibility for the accuracy of this data. PRI •6412 Badger Drive•Tampa, FL 33610 http://www.pri-group.com/ Page 15 of 15