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HomeMy WebLinkAboutFile Documents.520 W Hallam St.0150.2018 (3).ARBK EVALUATION Most Widely Accepted and Trusted SERVICE r:. Innovation I RESEARCH LABS ICC-ES Evaluation Report ESR-3267 ICC-ES I (800) 423-6587 I (562) 699-0543 I www.icc-es.org Reissued 12/2017 This report is subject to renewal 12/2019. DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION SECTION: 07 31 1'3—ASPHALT SHINGLES REPORT HOLDER: GAF 1 CAMPUS DRIVE PARSIPPANY, NEW JERSEY 07054 EVALUATION SUBJECT: GAF SHINGLE ROOF COVERING SYSTEMS ICC ICC ICC PMG c LISTED Look for the trusted marks of Conformity! "2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC)Award in Excellence" IRIeRRnuoNnl A Subsidiary of CODEcom a' ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not 8CCA !"".' specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a ' ~N'�p � ' recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as � !' ACCREDITED to any finding or other matter in this report, or as to any product covered by the report. del CM nose • P_ ProtluM CaNfic,IJ000� , Q gI00D ;J v Copyright°2017 ICC Evaluation Service, LLC. All rights reserved. ASPEN BUILDING DEPARTMENT ESIcc EVALUATION SERVVSERVICE ICE u•• Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-3267 Reissued December 2017 This report is subject to renewal December 2019. www.icc-es.orq I (800) 423-6587 I (562)699-0543 A Subsidiary of the International Code Council® DIVISION:07 00 00—THERMAL AND MOISTURE 3.1.2 Three-tab Shingles and Five-tab Shingles: PROTECTION Three-tab and five-tab shingles are composed of a single Section: 07 31 13—Asphalt Shingles layer of reinforcing felt, impregnated and coated with surfacing material on the weather side and with a surfacing REPORT HOLDER: release agent on the underside. GAF 3.1.3 Laminated Shingles: Laminated shingles are 1 CAMPUS DRIVE composed of multiple thicknesses of coated and surfaced PARSIPPANY, NEW JERSEY 07054 reinforcing felt, cut and bonded together in different (973)628-3000 patterns. The weather side is surfaced with surfacing www.ga .com material on the weather side and with a surfacing release agent on the underside. EVALUATION SUBJECT: 3.1.4 Hip and Ridge Cap Shingles: Hip and ridge cap shingles consist of reinforcing felt, impregnated and coated GAF SHINGLE ROOF COVERING SYSTEMS with asphalt on both sides and surfaced with surfacing 1.0 EVALUATION SCOPE material on the weather side and a surfacing release agent on the back side for use in covering hips and ridges. See Compliance with the following codes: Table 2 for product sizes, exposure to the weather and manufacturing locations. See also Figure 2. 2015, 2012, 2009 and 2006 International Building Code®(IBC) 3.1.4.1 Royal Sovereign° Ridge Cap Shingles: These ridge cap shingles are field-cut from Royal Sovereign® • 2015, 2012, 2009 and 2006 International Residential three-tab strip shingles. The field-cut ridge cap shingles Code®(IRC) are compatible with any of the GAF shingles recognized in Properties evaluated: this report. II Weather resistance 3.1.4.2 Z°Ridge Ridge Cap Shingles: These shingles are strips that are scored for separation into four ridge cap ■ Fire classification shingles. ■ Wind resistance 3.1.4.3 Seal-A-Ridge° Ridge Cap Shingles, Seal-A- Ridge®USES Ridge°ArmorShieldm Ridge Cap Shingles and Seal-A- Ridge°IR Impact Resistant Ridge Cap Shingles: These The GAF asphalt shingles described in this report are shingles are strips that are scored for separation into three alternatives to asphalt shingles complying with IBC Section ridge cap shingles. Seal-A-Ridge® ArmorShieldTm Ridge 1507.2 and IRC Section R905.2 and are Class A roof Cap Shingles are also labeled as Seal-A-Ridge®IR Impact coverings when installed as described in this report. Resistant Ridge Cap Shingles. 3.0 DESCRIPTION 3.1.4.4 Ridglass°Premium Ridge Cap Shingles: These 3.1 Shingles: shingles are individual, thick, ultra-high-profile ridge cap shingles available in two widths. 3.1.1 General:The GAF asphalt shingles comply with the ICC-ES Acceptance Criteria for Alternative Asphalt Roofing Th se Timbertar Premium Ridge Cap Shingtion Shingles (AC438), and have been qualified for wind These shingles are stripsng that are scored for separation resistance as noted in Section 4.3 and Table 1. The into three ridge cap shingles. shingles are available as three-tab, five-tab and laminated 3.1.5 Starter Shingles: asphalt shingle roof coverings. See Table 1 and Figure 1 for recognized product names and classifications, shingle skiing 1 General: Starter Strip shingles are factory-made types, manufacturing locations, overall dimensions, shingles used under the first course of shingles being installed or applied on the roof. See Table 2 for product maximum exposure to the weather and fastening details. The shingles are self-sealing by means of adhesive strips sizes and manufacturing locations.See also Figure 3. located on either the weather side or the underside. See 3.1.5.2 Pro-Start° Eave/Rake Starter Strip Shingles: Figure 1 for dimensions, nailing locations and adhesive These shingles are strips that are scored for separation strip location for field shingles. into two starter shingles. The surfacing material is on the ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not,specifically addressed,nor are they to he construed m- ¢r I' as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as E�s- "Am"Cr!' to any finding or other matter in this report,or as to any product covered by the report - NOj25/2018 Copyright©2017 ICC Evaluation Service,LLC. All rights reserved. Page 1 oASPEN BUILDING DEPARTMENT ESR-3267 I Most Widely Accepted and Trusted Page 2 of 11 weather side, with a surfacing release agent on the offset from the preceding course as shown in the underside. The self-sealing strip edge is applied facing up manufacturer's published installation instructions. and along the roof eave or rake edge. 4.1.2.2 Shingle Sealing: In colder climates or wind 3.1.5.3 WeatherBlockerTM Premium Eave/Rake Starter regions where it is questionable whether the factory- Strip Shingles: These starter shingles are strips with applied adhesive will activate and seal the shingles, to perforations to assist with alignment of various shingle ensure sealing, the shingles must be hand-sealed with a sizes. The mineral surfacing is on the weather side, with minimum of three 1-inch-diameter (25.4 mm) spots of fine surfacing material on the underside. asphalt roofing cement equally spaced on the unexposed 3.1.5.4 StarterMatchT" Starter Strip Shingles: These surface across each shingle. For applications on slopes starter shingles are color coordinated to match the Grand greater than 21:12, hand-sealing is required. Hand sealing Sequoia®, Grand Sequoia® IR, Grand Sequoia® consists of applying a minimum of three 1-inch-diameter (25.4 ArmorShield Tm,Grand Canyon® and Sienna TM field mm) spots of asphalt roofing cement on the shingles. The starter shingles must be installed as the unexposed surface, equally spaced across each shingle. For three tab and five-tab shingles, one spot of asphalt second starter at the eaves on Grand Sequoia®, Grand Sequoia® IR, Grand Sequoia® ArmorShieldTM, Grand roofing cement is placed under each corner of each tab Canyon®and Sienna®applications. (two spots per tab); the tab must then be pressed into the cement. For laminated shingles, four equally spaced spots 3.2 Fasteners: of asphalt roofing cement are placed under the exposed Fasteners must comply with ASTM F1667 and must be portion of the shingle; the shingle must then be pressed minimum No. 12 gage [0.105-inch-diameter (2.67 mm) into the cement. See the manufacturer's published installation instructions for hand-sealing guidelines. The shank], 3/8-inch-diameter-head (9.5 mm), galvanized, stainless steel, aluminum or copper, barbed-, deformed-, shingles must be hand-sealed to the satisfaction of the or smooth-shank roofing nails. Fasteners must be of code official. sufficient length to penetrate 3/4 inch (19.1 mm) into the 4.1.2.3 Hip and Ridge Shingles: Hip and ridge shingles sheathing,or through the sheathing,whichever is less. must be placed evenly over hips and ridges (or over 3.3 Underlayment: shingle-over ridge vents), and fastened to the roof deck with two fasteners, described in Section 3.2 of this report, Under the 2015, 2012, 2009 and 2006 IBC, the roof located on either side of the shingle, on the fastener line underlayment must be in accordance with Section shown in Figure 1. Staples must not be used to fasten the 1507.2.3. Under the 2015 IRC,the roof underlayment must ridge cap shingles. be in accordance with Section R905.1.1 and Table R905.1.1(1). Under the 2012, 2009 and 2006 IRC,the roof 4.1.2.4 Underlayment: Under the 2015, 2012, 2009 and underlayment must be in accordance with Section 2006 IBC, the roof underlayment must be installed in R905.2.3. Underlayment must comply with ASTM D226 accordance with Section 1507.2.8. Under the 2015 IRC, Type I or Type II, or ASTM D4869 Type I or Type II, or the roof underlayment must be installed in accordance with ASTM D6757. Section R905.1.1 and Tables R905.1.1(2) and Table R905.1.1(3). Under the 2012,2009 and 2006 IRC,the roof 3.4 Asphalt Cement: underlayment must be installed in accordance with Section Asphalt roofing cement used for hand-sealing the shingles R905.2.7. Minimum roof slope must be 2:12 (17-percent) must comply with ASTM D4586,Type I, Class I, or Type II, except for underlayment used with the Glenwood®Shingle Class I. that must be installed on roofs with a minimum slope of 4.0 INSTALLATION 3:12 (25-percent). For roof slopes from 3:12 (25-percent) to 4:12 (33-percent), the Glenwood® Shingle must be 4.1 New Construction: installed with one layer of ASTM D1970 complying 4.1.1 General: self-adhered underlayment. For roof slopes greater than 4:12, the roof deck must be covered with a minimum of When installed on new construction in accordance with this one layer of underlayment as described in Section 3.3 of section, the shingles are a Class A roof covering. The this report. For slopes between 2:12 and 4:12, two layers shingles, underlayment and fleshings must be installed in of the underlayment described in Section 3.3 of this report accordance with IBC Section 1507.2 or IRC Section are required. In areas where there has been a history of R905.2 except as noted in this report. The shingles must ice forming along the eaves,causing a backup of water,an be installed over roof decks of code-complying, minimum ice barrier must be provided in accordance with IBC 3/8-inch-thick (9.5 mm) exterior-grade plywood; 7/16-inch- Section 1507.2.8.2 or 2015 IRC Section R905.2.7 (2012, thick (11.1 mm)oriented strand board (OSB); or nominally 2009 and 2006 IRC Section R905.2.7.1)as applicable. 1-inch-by-6-inch lumber installed as solid sheathing 4.2 Installation—Reroofing: conforming to 2015 IBC Sections 2304.8.2 or 2308.7.10 (2012,2009,and 2006 IBC Section 2304.7.2 or 2308.10.8) When installed over existing Class A or Class C asphalt or IRC Section R803, as applicable, and underlayment in shingle roofs in accordance with this section, the shingles accordance with Sections 3.3 and 4.1.2.4. Minimum roof described in this report are recognized as a Class A roof slope must be 2:12 (16.7 percent) except for Glenwood® covering. The existing asphalt shingle roof covering must Shingle that must be installed on roofs with a minimum be inspected in accordance with the provisions and slope of 3:12(25-percent). limitations of 2015 IBC Section 1511 (2012,2009 and 2006 4.1.2 Application: IBC Section 1510) or 2015 IRC Section R908 (2012, 2009 and 2006 IRC Section R907). Prior to the reroofing, hi 4.1.2.1 Fastening: Fasteners are as described in Section and ridge covering must be removed. Except . 3.2. Shingles must be fastened to the roof deck with a this section, the shingles must be installed in` I !i /� minimum of four fasteners or as shown in the Standard with Section 4.1 of this report. Fasteners must be of Nailing Pattern in Figure 1. Spacing of fasteners must be sufficient length to penetrate 3/4 inch (19.1 mmbi5 f /2 018 as shown in Figure 1, and each course of shingles must be sheathing, or through the sheathing, whichever is less. ASPEN BUILDING DEPARTMENT ESR-3267 I Most Widely Accepted and Trusted Page 3 of 11 Flashing and edging must comply with the following, as 5.2 Installation must be in accordance with Section 4.0 of applicable: this report. • IBC: 2015 Sections 1511.5 and 1511.6 (2012, 2009 and 5.3 The GAF shingle products are manufactured at the 2006 Sections 1510.5 and 1510.6). locations noted in Table 1, under a quality control • IRC: 2015 Section R908.5 and R908.6 (2012, 2009 and program with inspections by ICC-ES. 2006 Sections R907.5 and R907.6). 6.0 EVIDENCE SUBMITTED 4.3 Wind Resistance: Data in accordance with the ICC-ES Acceptance Criteria GAF asphalt shingles have been tested for wind resistance for Alternative Asphalt Roofing Shingles (AC438), dated in accordance with ASTM D3161 or ASTM D7158. March 2012(editorially revised April 2015). Shingles tested in accordance with ASTM D3161 are 7.0 IDENTIFICATION classified as Class F and qualify for use under 2015 IBC Section 1504.1.1 (2012 and 2009 IBC Section 1507.2.7.1 Each bundle of shingles must bear a label with the name and 2006 IBC 1504.1.1) or IRC Section R905.2.4.1, as and address oft theh GAF roof classification io plant location; the applicable. Shingles tested in accordance with ASTM product name; classification (Class A); the D7158 are classified as Class H and qualify for use in installation instructions; the evaluation report number (ESR-3267); and a reference indicating compliance with locations where the maximum basic wind speed is 150 mph (67 m/s) or less with an exposure category of B ASTM D3161 Class F or ASTM D7158, Class H, as or C (ASCE 7) and a maximum building height of 60 feet applicable. (18.3 m). Installation must be in accordance with IBC Additionally, each bundle of shingles must be marked Section 1507.2.7 or IRC Section R905.2.6,as applicable. with the area of roof surface covered and the style, type 5.0 CONDITIONS OF USE and color of the product. The GAF 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. In the event of a conflict between this report and the manufacturer's published installation instructions,this report governs. E l v E 3/ 05/25/2018 ASPEN BUILDING DEPARTMENT ESR-3267 I Most Widely Accepted and Trusted Page 5 of 11 TABLE 1—GAF SHINGLES—PRODUCT DESCRIPTIONS AND MANUFACTURING LOCATIONS(Continued) SHINGLE SHINGLE PLANT DIMENSIONS MAXIMUM EXPOSURE LOCATION OF TYPE LOCATION (height x width) TO THE WEATHER NAIL LINE WIND RESISTANCE (inches) (inches) (inches) CLASSIFICATION Timberline°Natural Shadow° ASTM D3161,Class Arctic White Laminated Shafter,CA 131/4 x 393/8 55/8 6 F ASTM D7158,Class Baltimore,MD H Dallas,TX Ennis,TX Fontana,CA Michigan City,IN ASTM D3161,Class Timberline HD° Laminated Minneapolis,MN 131/4 x 393/8 F Mobile,AL 55/e 6 ASTM D7158,Class Myerstown,PA Shafter,CA Tampa,FL Tuscaloosa,AL Timberline°Cool Series° Laminated Fontana,CA 131/4x 39 3/8 55/5 ASTM D3161,Class 6 F ASTM D7158,Class Baltimore,MD Dallas,TX Ennis,TX Fontana,CA Timberline Ultra HD° Michigan City,IN ASTM D3161,Class Laminated Minneapolis,MN 131/4 x 393/8 55/8 6 Mobile,AL ASTM D7158,Class Myerstown,PA Shafter,CA Tampa,FL Tuscaloosa,AL Fontana,CA Timberline°American Harvest® Laminated MichEigan it IN 131/4x 39 a/a 6 55/e ASTM D3161,Class F Myerstown,PA ASTM D7158,Class Tuscaloosa,AL Fortitude TM Laminated Myerstown, PA 131/4 x 393/8 ASTM D3161,Class 55/e 6 F ASTM D7158,Class H Monaco° Laminated Mt.Vernon,IN71/2 ASTM D3161,Class 17x408 ASTM D7158,Class H Woodland° Laminated Mt.Vernon,IN ASTM D3161,Class 17 x 40 61/2.71/2 8 F ASTM D7158,Class H Sienna° Laminated Fontana,CA 173/8 x 40 51/2 ASTM D3161,Class 7/z F ASTM D7158,Class For SI:1 inch=25.4 mm, 1 lb/100 ft2=0.0488 kg/m2 'Nail line=distance from lowermost edge of shingle to target nail location.See Figure 1. RECEIVED 05/25/2018 ASPEN BUILDING DEPARTMENT