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HomeMy WebLinkAboutFile Documents.930 W Smuggler St.0113-2023-BROF (3) ESICC EVALUATION • SERVICE 41111pr . • .' www.icc-es.org I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Council° ICC-ES Evaluation Report Reissued August 2023 ESR-2119 This report is subject to renewal August 2024. DIVISION: 07 00 00—THERMAL AND MOISTURE respectively. The shingles are manufactured with a PROTECTION proprietary formulation using both high-density and low- Section: 07 32 26—Plastic Roof Tiles density polyethylene polymers and other additives. The attributes of the roof tiles have been verified as REPORT HOLDER: conforming to the provisions of CALGreen Section WESTLAKE DaVINCI ROOFSCAPES, LLC A5.406.1.2 for reduced maintenance.Note that decisions on compliance for those areas rest with the user of this report. The user is advised of the project-specific provisions that EVALUATION SUBJECT: may be contingent upon meeting specific conditions, and DaVINCI SLATE, DaVINCI SHAKE, DaVINCI SELECT the verification of those conditions is outside the scope of SHAKE, BELLAFORTE SHAKE, BELLAFORTE SLATE this report. These codes standards often provide AND PROVINCE SLATE ROOF SHINGLES supplemental information as guidance. 3.2 DaVinci Slate Roof Shingle: 1.0 EVALUATION SCOPE The DaVinci Slate roof shingle is available in various colors 1.1 Compliance with the following codes: and in widths of 6, 7, 9, 10 and 12 inches (152, 178, 229, • 2021, 2018 and 2015 International Building Code°(IBC) 254 and 305 mm) with a length of 18 inches (457 mm). Exposure is 6 to 8 inches (152 to 203 mm), resulting in an • 2021, 2018 and 2015 International Residential Code° installed weight of 351 to 264 pounds, respectively, per (IRC) 100 square feet(17.1 to 12.9 kg/m2). See Figure 1. • 2013 Abu Dhabi International Building Code(ADIBC)t 3.3 DaVinci Shake and DaVinci Select Shake Roof tThe ADIBC is based on the 2009 IBC.2009 IBC code sections referenced Shingle: in this report are the same sections in the ADIBC. The DaVinci Shake roof shingle is available in various colors Properties evaluated: and in widths of 4, 6, 7, 8, 9 and 10 inches (102, 152, 178, • Weather resistance 203,229 and 254 mm)with a length of 22 inches(559 mm). Exposure is 9 to 10 inches (229 to 254 mm), resulting in an • Fire classification installed weight of 377 to 300 pounds, respectively, per • Wind resistance 100 square feet(18.4 to 14.6 kg/m2). See Figure 1. 1.2 Evaluation to the following green code: 3.4 Bellaforte Shake: 2022 California Green Building Standards Code The Bellaforte Shake roof shingle is available in various (CALGreen),Title 24, Part 11 colors and in a width of 123/4 inches (324 mm)and a length Attributes verified: of 161/4 inches(413 mm). Exposure is 12 inches (305 mm), resulting in an installed weight of 194 pounds per See Section 3.1 100 square feet(9.5 kg/m2). See Figure 2. 2.0 USES 3.5 Bellaforte Slate: The DaVinci Slate, DaVinci Shake, DaVinci Select Shake, The Bellaforte Slate roof shingle is available in various Bellaforte Shake, Bellaforte Slate and Province Slate roof colors and in a width of 123/4 inches (324mm) and a length shingles are used as roof covering materials and are of 151/2 inches(394 mm). Exposure is 12 inches (305 mm), classified as a Class A or B roof covering when installed in resulting in an installed weight of 162 pounds per accordance with Table 1 of this report. 100 square feet(8.0 kg/m2). See Figure 3. 3.0 DESCRIPTION 3.6 Province Slate: 3.1 General: The Province Slate roof shingle is available in various colors The DaVinci Slate, DaVinci Shake, DaVinci Select Shake, and in a width of 121/2 inches (318 mm) and a length of Bellaforte Shake, Bellaforte Slate and Province Slate roof 111/2 inches (292 mm). Exposure is 8 inches (203 mm), shingles are engineered polymeric-based roof shingles resulting in an installed weight of 194 pounds per designed to provide the look of natural slate or shake, 100 square feet(9.5 kg/m2). See Figure 4. RECEIVED ED ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as i to any finding or other matter in this report,or as to any product covered by the report. Copyright©2023 ICC Evaluation Service,LLC. All rights reserved. PagAWEN BUILDING DEPARTMENT ESR-2119 I Most Widely Accepted and Trusted Page 2 of 10 3.7 Underlayment: Fasteners are as described in Section 3.8. See Table 2 for Underlayment must be a minimum of two layers of ASTM additional fastening details. D226 Type I (No. 15) asphalt-saturated organic felt, one The field shingles must be installed flush with the starter layer of ASTM D226 Type II (No. 30) asphalt-saturated slate or shake shingles on the outer and lower edges. A organic felt or one layer of ASTM D1970 self-adhered roof maximum gap of 3/8 inch(9.5 mm)is recommended between underlayment, unless otherwise noted in Table 1 of this shingles, with a minimum 1/4-inch (6.4 mm) gap required. report.Where an ice barrier is required,the membrane must The gaps between shakes at adjacent courses must be be as noted in the second paragraph of Section 4.2 of this offset a minimum of 11/2 inches (38 mm). The maximum report. allowable exposure is 8 inches (203 mm)for DaVinci Slate 3.8 Flashing: roof shingles, and 10 inches (254 mm) for DaVinci Shake and DaVinci Select Shake roof shingles. Flashing must be minimum 16-oz/ft2 (No. 23 gage) copper 4.3.2 Bellaforte Shake and Bellaforte Slate Roof or other corrosion-resistant metal with a thickness of not Shingles: Bellaforte Shake or Bellaforte Slate less than 0.019 inch (0.483 mm). See Section 4.5 for valley (123/4 inches wide [324 mm]) must be installed on top of flashing. starter tiles and must extend approximately 1 inch 3.9 Fasteners: (25.4 mm) over the eaves. The shingles are secured to the Fasteners used to secure DaVinci roof shingles to the sheathing using three fasteners,two through the premolded sheathing must be 1/8-inch-diameter-shank (3.18 mm) hot- nail markers and one through the tab; or five fasteners,four dipped galvanized roofing nails complying with ASTM through the premolded nail markers and one through the F1667, with 3/8-inch-diameter (9.5 mm) heads, unless tab. Fasteners are as described in Section 3.8. See Table 2 otherwise noted in Table 2. Fasteners must be of sufficient for additional fastening details. length to penetrate through the sheathing a minimum of 3/1s The field shingles must be installed flush with the starter inch (12.7 mm). slate or shake shingles on the lower edges. 4.0 INSTALLATION 4.3.3 Province Slate Roof Shingles: Province Slate 4.1 General: (121/2 inches wide [318 mm]) must be installed on top of The roof shingles must be installed in accordance with this starter tiles and must extend approximately 1 inch (25.4 mm) over the eaves. The shingles are secured to the report, the applicable code and the manufacturer's sheathing using two or four fasteners driven through the published installation instructions. The manufacturer's premolded nail makers. Fasteners are as described in installation instructions must be available at the jobsite at all Section 3.9. See Table 2 for additional fastening details times during installation. The field shingles must be installed flush with the starter The shingles must be installed on roofs with solid slate or shake shingles on the lower edges. sheathing and a minimum slope of 3:12 (25 percent slope). Solid sheathing must be minimum 15/32-inch- 4.4 Hips and Ridges: thick (11.9 mm) exterior-grade plywood, 7/16-inch-thick 4.4.1 General:The top of hips and ridges must be covered (11.1 mm) oriented strand board (OSB), or nominally with a minimum 6-inch-wide (152 mm)flashing as noted in 1-inch-thick (25.4 mm) lumber. The sheathing must be Section 3.7. Flashing must be attached to the sheathing structurally adequate and fastened to resist the wind loads using No. 12 gage, ring-shank, corrosion-resistant nails. as specified by IBC Section 1609, or IRC Section R301.2, Nails must be compatible with the flashing material, and for components and cladding. have sufficient length to penetrate the sheathing 3/4 inch 4.2 Underlayment: (19 mm)or through the sheathing, whichever is less. Underlayment as described in Section 3.6 and Table 1,must 4.4.2 DaVinci Slate Roof Shingles: On top of the be installed in accordance with IBC Section 1507.7.3 or IRC flashing, 6-inch-wide (1930 mm) or 7-inch-wide Section R905.6.3,as applicable.The underlayment must be (178 mm) DaVinci Slate roof shingles are installed on each installed parallel to the roof eave with a 6-inch(152 mm)lap side of hips and ridges, with the shingles butting at the top. on the ends, a 6-inch (152.4 mm) side lap and a minimum Both hip and ridge shingles must be installed with a 6-inch 6-inch (152 mm) lap over eaves. The underlayment is (152 mm) exposure. Shingles must be secured with the fastened, only as necessary to hold in place. fasteners described in Section 3.8. In areas where the average daily temperature in January 4.4.3 DaVinci Shake and DaVinci Select Shake Roof is 25°F (-4°C) or less, or where there is a possibility of ice Shingles: On top of the flashing, 6-inch-wide (152 mm) forming along the eaves and causing a backup of water, an DaVinci Shake and DaVinci Select Shake roof shingles are ice barrier that consists of at least two layers of installed on each side of hips and ridges, with the shingles underlayment cemented together, or a self adhering butting at the top. Both hip and ridge shingles must be underlayment complying with ASTM D1970 or currently installed with a 10 inch (254 mm) exposure. Shingles must recognized in an ICC-ES evaluation report as complying be secured with the fasteners described in Section 3.8. with the ICC-ES Acceptance Criteria for Self-adhered 4.4.4 Bellaforte Shake, Bellaforte Slate and Province Underlayments for Use as Ice Barriers(AC48), must extend Slate: Bellaforte Shake, Bellaforte Slate or Province Slate from the eave's edge to a point 24 inches (610 mm) inside one-piece hip and ridge tiles are installed at a 12-inch (305 the exterior wall line of the building. mm) exposure. The tiles are nailed once on each side 4.3 Roof Shingles: approximately 3/4 inch (19 mm) from the outside edge and 121/2 inches(305 mm)from the butt of the tile.Shingles must 4.3.1 DaVinci Slate, DaVinci Shake and DaVinci Select be secured with the fasteners described in Section 3.8. Shake Roof Shingles: Starting with a row of 12-inch-wide (305 mm) DaVinci Starter Slates or Shakes, 4.5 Valleys: j yrr the shingles must extend approximately 1 inch (25.4 mm) Valleys must be flashed in accordance with 2015 IBC over the eaves and 3/4 inch (19 mm) over the rakes. The Section 1507.7.7 or IRC Section R905.6.6, as,aoptrel2023 shingles are secured to the sheathing using two or four and the manufacturer's published installation instruc ion fasteners, driven through the premolded nail markers. using the flashing described in Section 3.7. ASPEN BUILDING DEPARTMENT ESR-2119 I Most Widely Accepted and Trusted Page 3 of 10 4.6 Fire Classification: 5.1 Installation must comply with the applicable code, the Themanufacturer's published installation instructions and DaVinci roof shingles, when installed as a system this report. In the event of a conflict between this report described in Table 1, comply with IBC Section 1505.2 and IRC Section R902.1 as a classified Class A or B roof and the manufacturer's published installation instructions,this report governs. covering. 5.2 The roof shingles are manufactured in Lenexa, 4.7 Wind Resistance: Kansas, under a quality-control program with The allowable wind uplift pressures for the DaVinci roof inspections by ICC-ES. shingles described in this report are as noted in Table 2.The 6.0 EVIDENCE SUBMITTED allowable design wind uplift pressures must be determined in accordance with the requirements of Chapter 16 of the Data in accordance with the ICC-ES Acceptance Criteria for IBC or Section R301.2.1, as applicable, by a registered Special Roofing Systems (AC07), dated February 2014 design professional and must not exceed the allowable wind (editorially revised January 2021). uplift pressures in Table 2. 7.0 IDENTIFICATION Tables 3 and 4 provide maximum design wind speeds on 7.1 Each roof shingle is labeled with the report holder's low-rise buildings with a mean roof height of 60 feet or less based on ASCE 7. If the building does not meet the criteria name (Westlake DaVinci Roofscapes, LLC) and in Tables 3 and 4,or is constructed on an isolated hill,ridge, address, the product name, the shingle width, a or escarpment constituting an abrupt change in the general production date code, and the ICC-ES evaluation topography (KZt > 1.0), the maximum design wind speeds report number(ESR-2119). and mean roof height must be determined in accordance 7.2 The report holder's contact information is the following: with the Chapter 16 of the IBC or Section R301.2.1, as applicable. WESTLAKE DaVINCI ROOFSCAPES, LLC 13890 WEST 101ST STREET 4.8 Reroofing: LENEXA, KANSAS 66215 Prior to application of the shingles,the existing roof covering (800) 328-4264 and underlayment must be completely removed. Any www.davinciroofscapes.com damaged sheathing must be replaced. The installation of the shingles must then proceed as described in Sections 4.1 through 4.5. An existing self-adhered ice barrier membrane may remain in place if covered with a new ice barrier membrane in accordance with the applicable code. The roof classification is as noted in Section 4.6 and Table 1. 5.0 CONDITIONS OF USE The DaVinci Slate, DaVinci Shake, DaVinci Select Shake, Bellaforte Shake, Bellaforte Slate and Province Slate roof shingles 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: RECEIVED 10/30/2023 ASPEN BUILDING DEPARTMENT ESR-2119 I Most Widely Accepted and Trusted Page 4 of 10 TABLE 1—FIRE CLASSIFICATIONS SYSTEM ROOF ROOF MIN. DaVINCI ROOF SHINGLE NO. CLASS DECK SLOPE UNDERLAYMENT1 Exposure Roof Shingle (in.) Min.15/32 One layer ASTM D226 Type II(No.30)or two layers 1 A inch plywood 3:12 of ASTM D226 Type I(No. 15)asphalt-saturated DaVinci Slate 6 organic felt2 Min.15/32- One layer GAF VersaShield®Fire-Resistant Roof DaVinci Slate 6 to 7'/2 2 A inch plywood 3:12 Deck Protection(ESR-2053)2 DaVinci Shake 9 to 10 DaVinci Select Shake 9 to 10 DaVinci Slate 6 to 8 Min. 15/32 One layer ASTM D226 Type II(No.30)asphalt- DaVinci Shake 9 to 10 3 A 3:12 saturated organic felt plus one layer of ASTM D3909 DaVinci Select Shake 9 to 10 inch plywood mineral-surfaced cap sheet2 Bellaforte Shake 12 Province Slate 8 DaVinci Slate 6 to 8 DaVinci Shake 9 to 10 4 B Min.15/32- 3:12 Two layers ASTM D226 Type II(No.30)asphalt- DaVinci Select Shake 9 to 10 inch plywood coated glass-fiber-matt Bellaforte Shake 12 Bellaforte Slate 12 Province Slate 8 DaVinci Slate 6 to 8 DaVinci Shake 9 to 10 Min.15/32- One layer Eco Chief Products SolarHideTM-SRW DaVinci Select Shake 9 to 10 5 A inch plywood 3:12 (ESR-4035) Bellaforte Shake 12 Bellaforte Slate 12 Province Slate 8 6 A Min.7/16-inch 3:12 One layer Eco Chief Products SolarHideTM-SRW DaVinci Slate 6 to 8 OSB (ESR-4035) DaVinci Slate 6 to 8 DaVinci Shake 9 to 10 Min.7/16-inch One layer Eco Chief Products SolarHideTM-SRW DaVinci Select Shake 9 to 10 7 B OSB 3:12 (ESR-4035) Bellaforte Shake 12 Bellaforte Slate 12 Province Slate 8 Min.15/32- Two layers of MB Technology Layfast TU35 DaVinci Slate 6 to 7 8 A inch plywood 3:12 (ESR-2799) DaVinci Shake 9 to 10 DaVinci Select Shake 9 to 10 Min.7/16-inch Two layers of Polyglass XFR DaVinci Slate 6 to 8 9 A OSB 3:12 (ESR-1697) DaVinci Shake 9 to 10 DaVinci Select Shake 9 to 10 For SI: 1-inch=25.4 mm; 1ft=0.305m 1ASTM D226 Type I(No. 15),ASTM D226 Type II(No.30)underlayment and ASTM D3909 cap sheet must be installed in accordance with the applicable building code. GAF Versashield®Fire-Resistant Roof Deck Protection underlayment must be installed in accordance with ESR-2053. Eco Chief Products SolarHideT""-SRW underlayment must be installed in accordance with ESR-4035. Layfast TU35 must be installed in accordance with ESR-2799. Polystick XFR must be installed in accordance with ESR-1697. zone layer of self-adhered roofing underlayment,specified in an ICC-ES evaluation report as complying with AC48 and AC188, may be installed directly over the plywood and beneath the ASTM D226 complying underlayment in System Nos.1,3 and 4 or over the plywood and beneath the GAF VersaShield® Fire-Resistance Roof Deck Protection(ESR-2053)in System No.2. RECEIVED 10/30/2023 ASPEN BUILDING DEPARTMENT ESR-2119 I Most Widely Accepted and Trusted Page 5 of 10 TABLE 2—ALLOWABLE WIND UPLIFT PRESSURE VALUES DaVINICI ROOF SHINGLE ALLOWABLE SYSTEM UPLIFT NO. ROOF DECK3 Roofing Exposure 4 PRESSURE Shingle (inches) Shingle Fastening (ASD)1'2(psf) 1 Min.15/32-inch DaVinci Shake 10 Four per shingle, Fastener Type 1,into premolded nail 169 plywood markers 2 Min.15/32-inch DaVinci Shake 9 Two per shingle,Fastener Type 1,into premolded nail 93.5 plywood markers 3 Min.15/32-inch DaVinci Shake 10 Two per shingle,Fastener Type 1,into premolded nail 86 plywood markers 4 Min.'/,s inch OSB DaVinci Shake 9 Two per shingle,Fastener Type 1,into premolded nail 70 markers 5 Min.'/,s inch OSB DaVinci Shake 10 Two per shingle, Fastener Type 1,1 into premolded nail 64.5 markers Min.15/32-inch DaVinci Select Four per shingle, Fastener Type 1,into premolded nail 6 plywood Shake 10 markers 150 7 Min.15/32-inch DaVinci Select 10 Two per shingle,Fastener Type 1,into premolded nail 80 plywood Shake markers 8 Min.'/,5 inch OSB DaVinci Select 10 Two per shingle, Fastener Type 1, premolded nail markers 60 Shake 9 Min.15/32-inch DaVinci Slate 8 Four per shingle, Fastener Type 1,into premolded nail 146 plywood markers 10 Min.15/32-inch DaVinci Slate 6 Two per shingle, Fastener Type 1,into premolded nail 118.5 plywood markers 11 Min.15/32-inch DaVinci Slate 8 Two per shingle,Fastener Type 1,into premolded nail 71 plywood markers 12 Min.'/,s inch OSB DaVinci Slate 8 Two per shingle,Fastener Type 1,into premolded nail 53 markers 13 Min.15/32-inch Bellaforte Slate 12 Three per shingle, Fastener Type 3 two through 121 plywood Bellaforte Shake premolded nail markers and one through the tab 14 Min.15/32-inch Bellaforte Slate 12 Three per shingle, Fastener Type 2,two through 73 plywood Bellaforte Shake premolded nail markers and one through the tab 15 Min.'/,s inch OSB Bellaforte Slate 12 Three per shingle, Fastener Type 2,two through 55 Bellaforte Shake premolded nail markers and one through the tab 16 Min.15/32-inch Province Slate 8 Four per shingle, Fastener Type 2,into premolded nail 155 plywood markers 17 Min.15/32-inch Province Slate 8 Two per shingle,Fastener Type 3,into premolded nail 126 plywood markers 18 Min.'/,s inch OSB Province Slate 8 Four per shingle, Fastener Type 2,into premolded nail 116 markers 19 Min.'/,e inch OSB Province Slate 8 Two per shingle,Fastener Type 3,into premolded nail 94.5 markers 20 Min.15/32-inch Province Slate 8 Two per shingle,Fastener Type 2,into premolded nail 83 plywood markers 21 Min.'/,s inch OSB Province Slate 8 Two per shingle,Fastener Type 2, into premolded nail 62 markers For SI: 1-inch=25.4 mm; 1 ft=0.305 m; 1 psf=47.88 Pa 1To convert to Factored Design Resistance Pressure(psf)(LRFD),multiply Allowable Pressure(psf)(ASD)by 1.67. 2Allowable pressure(psf)(ASD)represents tested assembly ultimate pressure divided by safety factor of 2. 3Solid plywood structural sheathing complying with DOC PS-1 or Exposure 1 oriented strand board(OSB)sheathing complying with DOC PS-2 having a minimum specific gravity of 0.42. In lieu of wood sheathing,may be substituted with thicker profile of up to the roof deck may be nominal 1-inch-thick lumber. °Fastener Type 1: 13/4-inch-long by 1/8-inch diameter ring-shank hot-dipped galvanized roofing nails with 3/8-inch nominal diameter heads. Fastener Type 2: 11/2-inch long by 1/8-inch diameter ring-shank hot-dipped galvanized roofing nails with 3/8-inch nominal diameter heads. Fastener Type 3:No. 10 by 2-inch-long wafer-head galvanized screws. IE('EIVED 10/30/2023 ASPEN BUILDING DEPARTMENT ESR-2119 I Most Widely Accepted and Trusted Page 6 of 10 TABLE 3-2021 and 2018 IBC and IRC WIND SPEED&MAXIMUM MEAN ROOF HEIGHT' Gable Roofs(Slope 3:12-4.4:12) Hip Roofs(Slope 3:12-4.5:12) Maximum Basic Wind Speed,V,,,t(mph)" Maximum Basic Wind Speed,Vult(mph)"System Exposure Mean Roof Height(ft)5 System Exposure Mean Roof Height(ft)5 No.2 Category 15 20 25 30 40 50 60 No. Category 15 20 25 30 40 50 60 1,6,9, B 203 195 189 183 176 170 166 1,6,9, B 210 210 210 210 205 199 194 10, 13, C 166 162 158 155 150 147 145 10, 13, C 194 188 184 181 175 171 169 16, 17 16, 17& &18 D 151 148 145 142 139 136 134 18 D 176 172 169 166 162 159 156 B 182 175 169 165 158 153 149 B 210 204 198 192 184 178 174 2&19 C 149 145 142 139 135 132 130 2&19 C 174 169 166 162 157 154 152 D 136 132 130 128 125 122 120 D 158 154 152 149 145 142 140 B 169 162 157 152 146 141 138 B 197 189 183 177 170 165 161 3'208 C 138 134 131 129 125 122 120 3'20& C 161 156 153 150 146 142 140 D 125 123 120 118 115 113 111 D 146 143 140 138 134 132 130 B 158 151 147 142 137 132 129 B 184 176 171 166 159 154 151 4'14 & C 129 126 123 120 117 114 113 4 14 & C 151 146 143 140 136 133 131 D 117 115 113 111 108 106 104 D 137 134 131 129 126 123 121 B 151 145 141 137 131 127 124 B 177 169 164 159 153 148 145 5 C 124 121 118 115 112 110 108 , 5 C 145 141 137 135 131 128 126 D 113 110 108 106 NA NA NA D 131 128 126 124 121 118 116 B 146 140 136 132 126 123 120 B 170 163 158 154 147 143 139 8&21 C 120 116 114 111 108 106 104 4 8&21 C 139 136 133 130 126 123 121 D 109 106 104 NA NA NA NA D 127 124 121 119 116 114 112 B 137 132 128 124 119 115 112 B 160 153 149 144 139 134 131 12&15 C 112 109 107 105 NA NA NA 12&15 C 131 127 125 122 118 116 114 D NA NA NA NA NA NA NA D 119 116 114 112 109 107 106 Gable Roofs(Slope 4.5:12-6.1:12) Hip Roofs(Slope 4.5:12-6.1:12) System Exposure Maximum Basic Wind Speed VS,t(mph)" System Exposure Maximum Basic Wind Speed\tut(mph)3'6 No.2 Category Mean Roof Height(ft) No.2 Category Mean Roof Height(ft) 5 15 20 25 30 40 50 60 15 20 25 30 40 50 60 1,6,9, B 210 210 210 209 201 194 190 1,6,9, B 210 210 210 210 210 210 210 10, 13, C 190 184 180 177 171 168 165 10, 13, C 210 210 208 204 198 193 191 16, 17 16, 17 &18 D 172 168 165 162 158 155 153 &18 D 199 194 191 187 183 179 176 B 208 199 193 188 180 174 170 B 210 210 210 210 208 201 197 2&19 C 170 166 162 159 154 150 148 2&19 C 197 191 187 183 178 174 171 D 155 151 148 146 142 139 137 I D 179 174 171 168 164 161 158 B 192 184 179 174 167 161 158 I B 210 210 206 200 192 186 182 3'20& C 158 153 150 147 142 139 137 3'20& C 182 177 173 169 164 161 158 D 143 140 137 135 131 129 127 D 165 161 158 156 152 149 146 B 180 173 167 162 156 151 147 B 208 199 193 187 180 174 170 4'14 & C - 147 143 140 137 133 130 128 4 &14 C 170 165 162 158 154 150 148 D 134 131 128 126 123 121 119 I D 155 151 148 146 142 139 137 B 173 166 161 156 150 145 141 I I B 199 191 185 180 173 167 163 5 C 141 137 135 132 128 125 123 I I 5 C 163 159 155 152 148 144 142 D 128 125 123 121 118 116 114 I I D 148 145 142 140 136 134 132 B 167 160 155 150 144 140 136 B _ 192 184 179 174 167 161 157 8&21 C 136 133 130 127 123 120 119 8&21 C _ 157 153 150 147 142 139 137 D 124 121 119 117 114 112 110 D _ 143 140 137 135 131 129 127 B 157 150 146 141 136 131 128 B _ 181 173 168 163 157 152 148 12&15 C 128 125 122 119 116 113 112 12&15 C _ 148 144 141 138 134 131 129 D 116 114 112 110 107 105 NA D _ 134 131 129 127 124 121 119 For SI: 1ft=25.4 m, 1 mph=0.44m/s NA-Not Applicable 'Table limiting heights and wind velocity values are for low-rise buildings of maximum 60 ft height,developed in accordance with ASCE 7-16, Table 30.3-1. Design input values:GC,=ASCE7-16 Figs 30.3-2A-I,GC,,=0.18, Kzt= 1,Kd=0.85,Ke= 1, Iw= 1.0. 2System numbers as specified in Table 2. See Table 2 for Davinci product,installation parameters and assembly component details ,I, r,- f\ i t;= ' 3Wind speed conversion corresponds to the maximum Zone 2/3 pressure with effective area of 10 ft2.Table 3 wind speeds are only vatidiunder 6' ‘G/ "" design conditions stated.For other site conditions and/or building dimensions,designers can use the published Allowable Uplift Pressure(psf)(ASD)in Table 2 to determine allowable wind speeds with IRC Table R301.2(2)or calculations in accordance with IBC Chapter 16. 10 3 0 2 0 2 3 'Wind exposure categories as defined in ASCE 7-16,Section 26.7. 5lnterpolation not permitted. For heights in between those specified,use next highest height column. 6NA indicates that the installation condition is not acceptable within the design limits of the table. ASPEN BUILDING DEPARTMENT ESR-2119 I Most Widely Accepted and Trusted Page 7 of 10 TABLE 3-2021 and 2018 IBC and IRC WIND SPEED&MAXIMUM MEAN ROOF HEIGHT'(Continued) Gable Roofs(Slope 6.2:12—12:12) Hip Roofs(Slope 6.2:12—12:12) Maximum Basic Wind Speed,V,,,,(mph)3,6 Maximum Basic Wind Speed,V,,,t(mph)3,6 System Exposure Mean Roof Height(ft)6 System Exposure Mean Roof Height(ft)6No.2 Category No.2 Category 15 20 25 30 40 50 60 15 20 25 30 40 50 60 1,6,9, B 210 210 210 210 209 202 197 1,6,9, B 210 210 210 210 210 204 199 10, 13, C 197 192 188 184 179 174 172 10, 13, C 199 194 190 186 180 176 174 16, 17 16, 17& &18 D 179 175 172 169 165 162 159 18 D 181 177 174 171 166 163 161 B 210 208 201 195 188 182 177 B 210 210 203 197 189 183 179 2&19 C 177 172 169 165 160 157 154 2&19 C 179 174 170 167 162 158 156 D 161 157 154 152 148 145 143 D 163 159 156 153 149 146 144 B 200 192 186 181 173 168 164 B 202 194 188 182 175 170 166 3'208 C 164 159 156 153 148 145 143 3'20& C 166 161 157 154 150 146 144 D 149 145 143 140 137 134 132 D 150 147 144 142 138 135 133 B 187 180 174 169 162 157 153 B 189 181 176 171 164 159 155 4'14 & C 153 149 146 143 139 135 134 4 14 & C 155 151 147 144 140 137 135 D 139 136 134 131 128 126 124 D 141 137 135 133 129 127 125 B 180 172 167 162 156 151 147 B 182 174 169 164 157 152 149 5 C 147 143 140 137 133 130 128 5 C 149 144 141 138 134 131 130 D 134 131 128 126 123 120 119 D 135 132 130 127 124 122 120 B 173 166 161 157 150 145 142 B 175 168 163 158 152 147 143 8&21 C 142 138 135 132 128 125 124 8&21 C 143 139 136 134 130 127 125 D 129 126 124 122 119 116 114 D 130 127 125 123 120 117 115 B 163 156 151 147 141 137 133 B 165 158 153 148 143 138 135 12&15 C 133 130 127 124 121 118 116 12&15 C 135 131 128 125 122 119 117 D 121 118 116 114 111 109 108 D 122 120 117 115 112 110 109 For SI: 1ft=25.4 m, 1mph=0.44m/s NA—Not Applicable 'Table limiting heights and wind velocity values are for low-rise buildings of maximum 60 ft height,developed in accordance with ASCE 7-16, Table 30.3-1. Design input values:GC,=ASCE 7-16 Figures 30.3-2A-I,GC,,=0.18,Kzt= 1, Kd=0.85,Ke= 1, I,,,=1.0. 2System numbers as specified in Table 2. See Table 2 for Davinci product,installation parameters and assembly component details. 3Wind speed conversion corresponds to the maximum Zone 2/3 pressure with effective area of 10 ft2.Table 3 wind speeds are only valid under the design conditions stated.For other site conditions and/or building dimensions,designers can use the published Allowable Uplift Pressure(psf)(ASD)in Table 2 to determine allowable wind speeds with IRC Table R301.2(2)or calculations in accordance with IBC Chapter 16. 'Wind exposure categories as defined in ASCE 7-16,Section 26.7. Slnterpolation not permitted. For heights in between those specified,use next highest height column. 6NA indicates that the installation condition is not acceptable within the design limits of the table. RECEIVED 10/30/2023 ASPEN BUILDING DEPARTMENT ESR-2119 I Most Widely Accepted and Trusted Page 8 of 10 TABLE 4-2015 IBC and IRC WIND SPEED&MAXIMUM MEAN ROOF HEIGHT' Gable Roofs(Slope 3:12—6.1:12) Hip Roofs(Slope 3:12—5.5:5:12) Maximum Basic Wind Speed,V,,,t(mph)3,6 li Maximum Basic Wind Speed,Veit(mph)3'6 System Exposure Mean Roof Height(ft)5 System Exposure Mean Roof Height(ft)5 No. Category No.2 Category - 15 20 25 30 40 50 60 I 15 20 25 30 40 50 60 1,6,9, B 210 210 210 210 205 199 194 1,6,9, B 210 210 210 210 210 210 210 10, 13, C 194 188 184 181 175 171 168 F 10, 13, C 210 210 210 210 210 208 205 16, 17 16, 17& &18 D 176 172 169 166 162 159 156 18 D 210 209 205 202 197 193 190 B 192 192 192 192 184 178 174 I B 210 210 210 210 210 210 210 2&19 C 174 169 166 162 157 154 151 2&19 C 210 206 201 197 191 187 184 D 158 154 152 149 145 142 140 D 192 188 184 181 177 173 171 B 177 177 177 177 170 165 161 B 210 210 210 210 207 201 196 3'208 C 161 156 153 150 146 142 140 3'20& - C 196 190 186 182 177 173 170 D 146 143 140 138 134 132 130 D 178 174 171 168 163 160 158 B 166 166 166 166 159 154 151 B 202 202 202 202 194 188 183 4'14& C 151 146 143 140 136 133 131 4 14& C _ 183 178 174 171 166 162 159 D 137 134 131 129 126 123 121 D 166 162 160 157 153 150 148 B 159 159 159 159 153 148 145 _ B 194 194 194 194 186 180 176 5 C 145 141 137 135 131 128 125 5 C 176 171 167 164 159 155 152 D 131 128 126 124 121 118 116 D 160 156 153 151 147 144 142 B 154 154 154 154 147 143 139 B 187 187 187 187 179 174 170 8&21 C 139 136 133 130 126 123 121 8&21 C 170 165 161 158 153 150 147 D 127 124 121 119 116 114 112 D 154 150 148 145 142 139 137 B 144 144 144 144 139 134 131 B 176 176 176 176 169 163 159 12&15 C 131 127 125 122 118 116 114 12&15 C 159 155 152 148 144 141 138 D 119 116 114 112 109 107 106 D 145 141 139 136 133 130 128 Gable Roofs(Slope 6.2-12-12:12) Hi. Roofs(Slope 5.6:12—6.1:12) System Exposure Maximum Basic Wind Speed V,,,,(mph)" System Exposure Maximum Basic Wind Speed V0,,(mph)3,6 No.2 Category Mean Roof Height(ft)5 No.2 Category Mean Roof Height(ft)5 15 20 25 30 40 50 60 15 20 25 30 1 40 50 60 1,6, 9, B 210 210 210 210 210 210 210 1,6,9, B 210 210 210 210 205 199 194 10, 13, C 210 210 210 210 210 210 210 10, 13, C 194 188 184 181 175 171 168 16, 17 16, 17 & 18 D 210 210 210 210 210 210 210 &18 D 176 172 169 166 162 159 156 B 210 210 210 210 210 210 210 B 192 192 192 192 184 178 174 2& 19 C 210 210 210 210 210 210 210 2&19 C 174 169 166 162 157 154 151 D 210 210 210 210 206 202 199 D 158 154 152 149 145 142 140 B 210 210 210 210 210 210 210 B 177 177 177 177 170 165 161 3'20& C 210 210 210 210 207 202 198 3'20& C 161 156 153 150 146 142 140 D 208 203 199 196 191 187 184 D 1146 143 140 138 134 132 130 B 210 210 210 210 210 210 210 B 166 166 166 166 159 154 151 4'�4 & C 210 208 203 199 193 189 185 4'14 & C 151 146 143 140 136 133 131 D 194 190 186 183 178 175 172 D 137 134 131 129 126 123 121 B 210 210 210 210 210 210 205 B 159 159 159 159 153 148 145 5 C 205 199 195 191 186 181 178 5 C 145 141 137 135 131 128 125 D 186 182 179 176 171 168 165 D 131 128 126 124 121 118 116 B 210 210 210 210 209 203 198 B 154 154 154 154 147 143 139 8&21 C 198 192 188 184 179 175 172 8&21 C 139 136 133 130 126 123 121 _ D 180 176 172 169 165 162 159 D 127 124 121 119 116 114 112 B 205 205 205 205 197 191 186 B 144 144 144 144 139 134 131 12& 15 C 186 181 177 173 168 164 161 12&15 C 131 127 125 122 118 116 114 D 169 165 162 159 155 152 150 D 119 116 114 112 109 107 106 For SI: 1ft=25.4 m, 1mph=0.44m/s NA—Not Applicable 'Table limiting heights and wind velocity values are for low-rise buildings of maximum 60 ft height,developed in accordance with ASCE 7-10, Table 30.4-1. Design input values:GCP=ASCE 7-10 Figures 30.4-2B-2C,GCP;=0.18,Kz,=1.0,Kd=0.85,Ke=1,IK,=1.0. 2System numbers as specified in Table 2. See Table 2 for Davinci product,installation parameters and assembly component details. �IV� 3Wind speed conversion corresponds to the maximum Zone 2/3 pressure with effective area of 10 ft2.Table 4 wind speeds are only va conditions stated.For other site conditions and/or building dimensions,designers can use the published Allowable Uplift Pressure(p AO Table 2 to determine allowable wind speeds with IRC Table R301.2(2)or calculations in accordance with IBC Chapter 16. 'Wind exposure categories as defined in ASCE 7-10,Section 26.7. 10/3 0/2 0 2 3 5lnterpolation not permitted. For heights in between those specified,use next highest height column. 6NA indicates that the installation condition is not acceptable within the design limits of the table. ASPEN BUILDING DEPARTMENT ESR-2119 I Most Widely Accepted and Trusted Page 9 of 10 10" DaVINCI SLATE 12" DaVINCI SLATE 9" DaVINCI SHAKE 10" DaVINCI SELECT SHAKE rr .. w► i � Exposure wc.rr. .s.�. (,_. Alignment Guides in _ — in — N O N — N Nail Hcle; p 0 O O OIi O(NO. O O O 1 11 00 O rl r�' ' i • N\ N O Natural Appearance .`• ,t1If i' ;}tib t, ,i ' '),I 1) ( 4 / li • `... - .4.% .....r.— .✓ A. Ili i, 1 1; 10.00 12.00" 9.0" 10.0" I (+/-0.0625") I-(+/-0.0625") I I(+/-0.625")I (+/-0.625") FIGURE 1—DaVINCI SLATE, DaVINCI SHAKE AND DaVINCI SELECT SHAKE SHAKE ROOF SHINGLES H 161/4 tmil 151/2 _ l i 123/4 123/4 FIGURE 2—BELLAFORTE SHAKE FIGURE 3—BELLAFORTE SLATE RECEIVED FIGURE 4—PROVINCE SLATE 10/30/2023 ASPEN BUILDING DEPARTMENT cc ESEVALUATION SERVICE" ICC-ES Evaluation Report ESR-2119 CBC and CRC Supplement Issued August 2023 This report is subject to renewal August 2024. 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 PROTECTION Section: 07 32 26—Plastic Roof Tiles REPORT HOLDER: DaVINCI ROOFSCAPES, LLC EVALUATION SUBJECT: DaVINCI SLATE, DaVINCI SHAKE, DaVINCI SELECT SHAKE, BELLAFORTE SHAKE, BELLAFORTE SLATE AND PROVINCE SLATE ROOF SHINGLES 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that DaVinci Slate, DaVinci Shake, DaVinci Select Shake, Bellaforte Shake, Bellaforte Slate and Province Slate Roof Shingles, described in ICC-ES evaluation report ESR-2119, have also been evaluated for compliance with the codes noted below. Applicable code editions: • 2019 California Building Code(CBC) For evaluation of applicable chapters adopted by the California Office of Statewide Health Planning and Development (OSHPD)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 DaVinci Slate, DaVinci Shake, DaVinci Select Shake, Bellaforte Shake, Bellaforte Slate and Province Slate Roof Shingles, described in Sections 2.0 through 7.0 of the evaluation report ESR-2119, comply with CBC Chapter 15, provided the design and installation are in accordance with the 2018 International Building Code°(IBC)provisions noted in the evaluation and the additional requirements of CBC Section 1505.1.1 for a Class A roof covering, Section 1505.1.2 for a Class B roof covering or Section 1505.1.3 for a Class C roof covering, as applicable. The products have not been evaluated under Chapter 7A for use in the exterior design and construction of new buildings located in any Fire Hazard Severity Zone within State Responsibility Areas or any Wildland—Urban Interface Fire Area. 2.1.1 OSHPD: The applicable OSHPD Sections and Chapters of the CBC are beyond the scope of this supplement. 2.1.2 DSA: The applicable DSA Sections and Chapters of the CBC are beyond the scope of this supplement. 2.2 CRC: The DaVinci Slate, DaVinci Shake, DaVinci Select Shake, Bellaforte Shake, Bellaforte Slate and Province Slate Roof Shingles, described in Sections 2.0 through 7.0 of the evaluation report ESR-2119, complies with CRC Chapter 9, provided the design and installation are in accordance with the 2018 International Residential Code°(IRC)provisions noted in the evaluation report and the additional requirements of CRC Section R902.1.1 for a Class A roof covering, Section R902.1.2 for a Class B roof covering or Section R902.1.3 for a Class C roof covering and Section R905.10. The products have not been evaluated under CRC Section R337 for use in the exterior design and construction of new buildings located in any Fire Hazard Severity Zone within State Responsibility Areas or any Wildland—Urban Interface Fire Area. This supplement expires concurrently with the evaluation report, reissued August 2023. " ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as i ,449/2023 to any finding or other matter in this report,or as to any product covered by the report. !m1.i _ rrmri Copyright©2023 ICC Evaluation Service,LLC. All rights reserved. Page ASPEN BUILDING DEPARTMENT