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HomeMy WebLinkAboutFile Documents.1010 E Hyman Ave.0025-2022-BCHO (30) ESICC EVALUATION SERVICE 114 0 x O Compliance with International Codes - ' • Compliance with State Codes www.icc-es.org I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Council`' ICC-ES Evaluation Report Reissued August 2021 ESR-2119 This report is subject to renewal August 2023. DIVISION: 07 00 00-THERMAL AND MOISTURE based roof shingles designed to provide the look of natural PROTECTION slate or shake. respectively.The shingles are manufactured Section: 07 31 33-Composite Rubber Shakes with a proprietary formulation using both high-density and low-density polyethylene polymers and other additives. REPORT HOLDER: The attributes of the roof tiles have been verified as DaVINCI ROOFSCAPES. LLC conforming to the provisions of CALGreen Section A5.406.1.2 for reduced maintenance.Note that decisions on EVALUATION SUBJECT: compliance for those areas rest with the user of this report. The user is advised of the project-specific provisions that DaVINCI SLATE, DaVINCI SHAKE. DaVINCI SELECT may be contingent upon meeting specific conditions. and SHAKE. BELLAFORTE SHAKE. AND BELLAFORTE the verification of those conditions is outside the scope of SLATE ROOF SHINGLES this report. These codes or standards often provide supplemental information as guidance. 1.0 EVALUATION SCOPE 3.2 DaVinci Slate Roof Shingle: 1.1 Compliance with the following codes: The DaVinci Slate roof shingle is available in various colors • 2021. 2018 and 2015 International Building Code''(IBC) and in widths of 6. 7, 9. 10 and 12 inches (152. 178. 229. 254 and 305 mm) with a length of 18 inches (457 mm). • 2021. 2018 and 2015 International Residential Code' Exposure is 6 to 8 inches (152 to 203 mm). resulting in an (IRC) installed weight of 351 to 264 pounds. respectively, per • 2013 Abu Dhabi International Building Code (ADIBC)t 100 square feet (17.1 to 12.9 kg/m2). See Figure 1. tThe ADIBC is based on the 2009 IBC 2009 IBC code sections referenced 3.3 DaVinci Shake and DaVinci Select Shake Roof in this report are the same sections in the ADIBC Shingle: Properties evaluated: The DaVinci Shake roof shingle is available in various colors • Weather resistance and in widths of 4. 6, 7, 8. 9 and 10 inches (102. 152. 178. • Fire classification 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 • Wind resistance installed weight of 377 to 300 pounds. respectively. per 1.2 Evaluation to the following green code: 100 square feet (18.4 to 14.6 kg/m2). See Figure 1. 2019 California Green Building Standards Code 3.4 Bellaforte Shake: (CALGreen).Title 24. Part 11 The Bellaforte Shake roof shingle is available in various Attributes verified: colors and in a width of 123/4 inches(324 mm)and a length of 161/4 inches (413 mm). Exposure is 12 inches (305 mm). See Section 3.1 resulting in an installed weight of 194 pounds per 2.0 USES 100 square feet (9.5 kg/m2). See Figure 2. The DaVinci Slate. DaVinci Shake. DaVinci Select Shake. 3.5 Bellaforte Slate: Bellaforte Shake.and Bellaforte Slate roof shingles are used The Bellaforte Slate roof shingle is available in various as roof covering materials and are classified as a Class A or colors and in a width of 123/4 inches (324mm) and a length B roof covering when installed in accordance with Table 1 of 151/2 inches (394 mm). Exposure is 12 inches (305 mm). of this report. resulting in an installed weight of 162 pounds per 3.0 DESCRIPTION 100 square feet (8.0 kg/m2). See Figure 3. 3.1 General: 3.6 Underlayment: The DaVinci Slate. DaVinci Shake. Bellaforte Shake. and Underlayment must be a minimum of two layers of ASTM Bellaforte Slate roof shingles are engineered polymeric- D226 Type I (No. 15) asphalt-saturated organic felt. one ICC-ES Evaluanon Report,are not to be construed as 7 piesenring aesthetics or am other am ibures nor sperifical i addressed,nor are then to be construed ANs� as an endorsement of the subject of the report or a reromnnendanon for as use There is no warrant)by ICC Evaluation Service,LLC,express or implied,as i to any finding or other matter in this report,or as to am product covered by the report Niltrt• Copyright©2021 ICC Evaluation Service,LLC All rights reserved Page 1 of 10 ESR-2119 Most Widely Accepted and Trusted Page 2 of 10 layer of ASTM D226 Type II (No. 30) asphalt-saturated The field shingles must be installed flush with the starter organic felt. unless otherwise noted in Table 1 of this report. slate or shake shingles on the outer and lower edges. A Where an ice barrier is required. underlayment must be as maximum gap of 3/8 inch(9.5 mm)is recommended between noted in Section 4.2 of this report. shingles. with a minimum 1/4-inch (6.4 mm) gap required. 3.7 Flashing: The gaps between shakes at adjacent courses must be offset a minimum of 11/2 inches (38 mm). The maximum Flashing must be minimum 16-oz/ft2 (No. 23 gage)copper allowable exposure is 8 inches (203 mm)for DaVinci Slate or other corrosion-resistant metal with a thickness of not roof shingles. and 10 inches (254 mm) for DaVinci Shake less than 0.019 inch(0.483 mm). See Section 4.5 for valley and DaVinci Select Shake roof shingles. flashing. 4.3.2 Bellaforte Shake and Bellaforte Slate Roof 3.8 Fasteners: Shingles: Bellaforte Shake or Bellaforte Slate Fasteners used to secure DaVinci roof shingles to the (123/4 inches wide [324 mm]) must be installed on top of sheathing must be 1/8-inch-diameter-shank (3.18 mm) hot- starter tiles and must extend approximately 1 inch dipped galvanized roofing nails complying with ASTM (25.4 mm)over the eaves. The shingles are secured to the F1667.with 3/8-inch-diameter(9.5 mm) heads. The DaVinci sheathing using three fasteners.two through the premolded Shake roofing may be secured with 1/8-inch-diameter-shank nail markers and one through the tab:or five fasteners.four (3.18 mm)stainless steel nails complying with ASTM F1667. through the premolded nail markers and one through the with 3/8-inch-diameter (9.5 mm heads). Fasteners must be tab. Fasteners are as described in Section 3.8. See Table 2 of sufficient length to penetrate through the sheathing a for additional fastening details. minimum of 3/16 inch (12.7 mm). The field shingles must be installed flush with the starter 4.0 INSTALLATION slate or shake shingles on the lower edges. 4.1 General: 4.4 Hips and Ridges: The roof shingles must be installed in accordance with this 4.4.1 General:The top of hips and ridges must be covered report. the applicable code and the manufacturer's with a minimum 6-inch-wide (152 mm)flashing as noted in published installation instructions. The manufacturer's Section 3.7. Flashing must be attached to the sheathing installation instructions must be available at the jobsite at all using No. 12 gage. ring-shank. corrosion-resistant nails. times during installation. Nails must be compatible with the flashing material. and The shingles must be installed on roofs with solid have sufficient length to penetrate the sheathing 3/4 inch sheathing and a minimum slope of 3:12 (25 percent (19 mm)or through the sheathing. whichever is less. slope). Solid sheathing must be minimum 15/32-inch- 4.4.2 DaVinci Slate Roof Shingles: On top of the thick (11.9 mm) exterior-grade plywood. 7/16-inch-thick flashing. 6-inch-wide (1930 mm) or 7-inch-wide (11.1 mm) oriented strand board (OSB). or nominally (178 mm) DaVinci Slate roof shingles are installed on each 1-inch-thick (25.4 mm) lumber. The sheathing must be side of hips and ridges. with the shingles butting at the top. structurally adequate and fastened to resist the wind loads Both hip and ridge shingles must be installed with a 6-inch as specified by IBC Section 1609. or IRC Section R301.2. (152 mm) exposure. Shingles must be secured with the for components and cladding. fasteners described in Section 3.8. 4.2 Underlayment: 4.4.3 DaVinci Shake and DaVinci Select Shake Roof Underlayment as described in Section 3.6 and Table 1.must Shingles: On top of the flashing. 6-inch-wide (152 mm) be installed in accordance with IBC Section 1507.7.3 or IRC DaVinci Shake and DaVinci Select Shake roof shingles are Section R905.6.3.as applicable.The underlayment must be installed on each side of hips and ridges. with the shingles installed parallel to the roof eave with a 6-inch(152 mm)lap butting at the top. Both hip and ridge shingles must be on the ends. a 6-inch (152.4 mm) side lap and a minimum installed with a 10-inch (254 mm)exposure. Shingles must 6-inch (152 mm) lap over eaves. The underlayment is be secured with the fasteners described in Section 3.8. fastened. only as necessary to hold in place. 4.4.4 Bellaforte Shake and Bellaforte Slate: Bellaforte In areas where the average daily temperature in January Shake or Bellaforte Slate one-piece hip and ridge tiles are is 25'F (-4"C)or less. or where there is a possibility of ice installed at a 12-inch (305 mm) exposure. The tiles are forming along the eaves and causing a backup of water. an nailed once on each side approximately 3/4 inch ice barrier that consists of at least two layers of (19 mm) from the outside edge and 121/2 inches underlayment cemented together. or a self-adhering (305 mm)from the butt of the tile. Shingles must be secured underlayment complying with ASTM D1970 or currently with the fasteners described in Section 3.8. recognized in an ICC-ES evaluation report as complying 4.5 Valleys: with the ICC-ES Acceptance Criteria for Self-adhered Underlayments for Use as Ice Barriers(AC48). must extend Valleys must be flashed in accordance with 2015 IBC from the eave's edge to a point 24 inches (610 mm) inside Section 1507.7.7 or IRC Section R905.6.6 . as applicable. the exterior wall line of the building. and the manufacturer's published installation instructions. using the flashing described in Section 3.7. 4.3 Roof Shingles: 4.3.1 DaVinci Slate, DaVinci Shake and DaVinci Select 4.6 Fire Classification: Shake Roof Shingles: Starting with a row of The DaVinci roof shingles. when installed as a system 12-inch-wide (305 mm) DaVinci Starter Slates or Shakes. described in Table 1. comply with IBC Section 1505.2 and the shingles must extend approximately 1 inch (25.4 mm) IRC Section R902.1 as a classified Class A or B roof over the eaves and 3/4 inch (19 mm) over the rakes. The covering shingles are secured to the sheathing using two or four fasteners. driven through the premolded nail markers. 4.7 Wind Resistance: Fasteners are as described in Section 3.8. See Table 2 for The allowable wind uplift pressures for the DaVinci roof additional fastening details. shingles described in this report are as noted in Table 2.The ESR-2119 Most Widely Accepted and Trusted Page 3 of 10 allowable design wind uplift pressures must be determined alternatives to what is specified in. those codes listed in in accordance with the requirements of Chapter 16 of the Section 1.0 of this report. subject to the following conditions: IBC or Section R301.2.1, as applicable. by a registered 5.1 Installation must comply with the applicable code. the design professional and must not exceed the allowable wind manufacturer's published installation instructions and uplift pressures in Table 2. this report. In the event of a conflict between this report Tables 3 and 4 provide maximum design wind speeds on and the manufacturer's published installation low-rise buildings with a mean roof height of 60 feet or less instructions.this report governs. based on ASCE 7. If the building does not meet the criteria 5.2 The roof shingles are manufactured in Lenexa. in Tables 3 and 4.or is constructed on an isolated hill. ridge. Kansas. under a quality control program with or escarpment constituting an abrupt change in the general inspections by ICC-ES. topography (KZt > 1.0). the maximum design wind speeds and mean roof height must be determined in accordance 6.0 EVIDENCE SUBMITTED with the Chapter 16 of the IBC or Section R301.2.1, as Data in accordance with the ICC-ES Acceptance Criteria for applicable. Special Roofing Systems (AC07). dated February 2014 4.8 Reroofing: (editorially revised January 2021). Prior to application of the shingles.the existing roof covering 7.0 IDENTIFICATION and underlayment must be completely removed. Any 7.1 Each roof shingle is labeled with the report holders damaged sheathing must be replaced. The installation of name (DaVinci Roofscapes. LLC) and address. the the shingles must then proceed as described in product name. the shingle width. a production date Sections 4.1 through 4.5. An existing self-adhered ice code. and the ICC-ES evaluation report number barrier membrane may remain in place if covered with a new (ESR-2119). ice barrier membrane in accordance with the applicable code. The roof classification is as noted in Section 4.6 and 7.2 The report holder's contact information is the following: Table 1. DaVINCI ROOFSCAPES, LLC 5.0 CONDITIONS OF USE 13890 WEST 101ST STREET LENEXA, KANSAS 66215 The DaVinci Slate. DaVinci Shake. DaVinci Select Shake. (913) 599-0766 Bellaforte Shake, and Bellaforte Slate roof shingles www.davinciroofscapes.com described in this report comply with. or are suitable 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 UNDERLAYMENT Exposure Roof Shingle (in.) Min. 15/ One layer ASTM D226 Type II(No.30)or two layers 1 A 3:12 of ASTM D226 Type I(No. 15)asphalt-saturated DaVinci Slate 6 inch plywood organic felt Min. 15/32- One layer GAF Versashield®Fire-Resistant Roof DaVinci Slate 6 to 7'/2 2 ADaVinci Shake 9 to 10 inch plywood 3:12 Deck Protection(ESR-2053) DaVinci Select Shake 9 to 10 • 15 One layer ASTM D226 Type II (No.30)asphalt DaVinci Slate 6 to 8 3 A Min. / 3:12 saturated organic felt plus one layer of ASTM D3909 DaVinci Shake 9 to 10 inch plywood mineral surfaced cap sheet DaVinci Select Shake 9 to 10 Bellaforte Shake 12 DaVinci Slate 6 to 8 Min. 15/32- Two layers ASTM D226 Type II (No.30)asphalt Daci nci Se Shake 9 to 10 4 B inch plywood 3:12 coated glass-fiber-mat DaVinci Select Shake 9 to 10 Bellaforte Shake 12 Bellaforte Slate 12 DaVinci Slate 6 to 8 Min. 15/32- One layer Eco Chief Products SolarHideT"^-SRW DaVinci Select Shake 9 to 10 5 A inch plywood 3:12 (ESR-4035) DaVinci Shake 9 to 10 Bellaforte Shake 12 Bellaforte Slate 12 • 6 A Min.'/,5-inch 3:12 One layer Eco Chief Products SolarHideT"^-SRW DaVinci Slate 6 to 8 OSB (ESR-4035) DaVinci Slate 6 to 8 Min.7/16-inch One layer Eco Chief Products SolarHideT"^-SRW Daci nci Se Shake 9 to 10 7 B OSB 3:12 (ESR-4035) DaVinci Select Shake 9 to 10 Bellaforte Shake 12 Bellaforte Slate 12 For SI: 1-inch=25.4 mm; 1ft=0.305m 'ASTM 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 Versashielde 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. 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 ROOF DECK Roofing Exposure NO. Shingle (inches) Shingle Fastening PRESSURE (ASD)(psf) Min. 15/ inch Four per shingle, 13/4-inch-long by 1/8-inch diameter ring- 1 plywood DaVinci Shake 10 shank hot-dipped galvanized roofing nails with 3/8-inch 169 nominal diameter heads into premolded nail markers Min. 15/ inch Two per shingle, 13/4-inch-long by 1/8-inch diameter ring- 2 plywood DaVinci Shake 9 shank hot-dipped galvanized roofing nails with 3/8-inch 93.5 nominal diameter heads into premolded nail markers Min. 15/ inch Two per shingle, 13/4-inch-long by 1/8-inch diameter ring- 3 plywood DaVinci Shake 10 shank hot-dipped galvanized roofing nails with 3/8-inch 86 nominal diameter heads into premolded nail markers Min.'/1e inch Two per shingle, 13/4-inch-long by'/8-inch diameter ring- 4 OSB DaVinci Shake 9 shank hot-dipped galvanized roofing nails with 3/8-inch 70 nominal diameter heads into premolded nail markers Min.'/,8 inch Two per shingle, 13/4-inch-long by 1/8-inch diameter ring- 5 OSB DaVinci Shake 10 shank hot-dipped galvanized roofing nails with 3/8-inch 64.5 nominal diameter heads into premolded nail markers Min. 15/ inch DaVinci Select Four per shingle, 13/4-inch-long by 1/8-inch diameter ring- 6 plywood Shake 10 shank hot-dipped galvanized roofing nails with 3/8-inch 150 nominal diameter heads into premolded nail markers Min. 15/ inch DaVinci Select Two per shingle, 13/4-inch-long by 1/8-inch diameter ring- 7 plywood Shake 10 shank hot-dipped galvanized roofing nails with 3/8-inch 80 nominal diameter heads into premolded nail markers Min.'/,8 inch DaVinci Select Two per shingle, 13/4-inch-long by 1/8-inch diameter ring- 8 OSB Shake 10 shank hot-dipped galvanized roofing nails with 3/8-inch 60 nominal diameter heads into premolded nail markers Min. 15/ inch Four per shingle, 13/4-inch-long by 1/8-inch diameter ring- 9 plywood DaVinci Slate 8 shank hot-dipped galvanized roofing nails with 3/8-inch 146 nominal diameter heads into premolded nail markers Min. 15/ inch Two per shingle, 13/4-inch-long by 1/8-inch diameter ring- 10 plywood DaVinci Slate 6 shank hot-dipped galvanized roofing nails with 3/8-inch 118.5 nominal diameter heads into premolded nail markers Min. 15/ inch Two per shingle, 13/4-inch-long by 1/8-inch diameter ring- 11 plywood DaVinci Slate 8 shank hot-dipped galvanized roofing nails with 3/8-inch 71 nominal diameter heads into premolded nail markers Min.'/,8 inch Two per shingle, 13/4-inch-long by 1/8-inch diameter ring- 12 OSB DaVinci Slate 8 shank hot-dipped galvanized roofing nails with 3/8-inch 53 nominal diameter heads into premolded nail markers Min. 15/ inch Bellaforte Slate Three per shingle,No. 10 by 2-inch-long galvanized 13 plywood Bellaforte 12 screws,two through premolded nail markers and one 121 Shake through the tab Bellaforte Slate Five per shingle, 11/2-inch long by 1/8-inch diameter ring- 14 Min. 15/m-inch Bellaforte 12 shank hot-dipped galvanized roofing nails with 3/8-inch 75 plywood Shake nominal diameter heads,four through premolded nail markers and one through the tab Bellaforte Slate Five per shingle, 11/2-inch long by 1/8-inch diameter ring- 15 Min.7/18-inch Bellaforte 12 shank hot-dipped galvanized roofing nails with 3/8-inch 56 OSB Shake nominal diameter heads,four through premolded nail markers and one through the tab Bellaforte Slate Three per shingle, 11/2-inch long by 1/8-inch diameter ring- 16 Min. 15/m-inch Bellaforte 12 shank hot-dipped galvanized roofing nails with 3/8-inch 45 plywood Shake nominal diameter heads,two through premolded nail markers and one through the tab For SI: 1-inch=25.4 mm; 1 ft=0.305 m; 1 psf=47.88 Pa 'To 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. 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,,,,(mph)3.5 Maximum Basic Wind Speed,Vult(mph) System Exposure Mean Roof Height(ft)5 System Exposure Mean Roof Height(ft) No.2 Category 15 20 25 30 40 50 60 No. Category 15 20 25 30 40 50 60 1,6, B 205 197 191 185 178 172 168 1 6 B 210 210 210 210 207 201 196 9, 10& C 168 163 160 157 152 148 146 9,10& C 196 190 186 183 177 173 171 13 D 153 149 146 144 140 138 135 13 D 178 174 171 168 164 160 158 B 175 168 162 158 151 147 143 B 204 195 189 184 177 171 167 2&3 C 143 139 136 133 129 126 125 2&3 C 167 162 159 155 151 147 145 D 130 127 125 123 120 117 115 D 152 148 145 143 139 137 134 B 163 157 152 147 141 137 134 B 190 183 177 172 165 160 156 7&14 C 134 130 127 125 121 118 116 7&14 C 156 152 148 145 141 138 136 D 121 119 116 114 112 109 108 D 142 138 136 133 130 128 126 B 158 151 147 142 137 132 129 B 184 176 171 166 159 154 151 4&11 C 129 126 123 120 117 114 113 4&11 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 146 140 136 132 126 123 120 B 170 163 158 154 147 _ 143 139 5&8 C 120 116 114 111 108 106 104 5,&8 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 B 126 121 118 114 110 106 NA B 147 141 137 133 128 124 121 16 C NA NA NA NA NA NA NA 16 C 121 117 115 112 109 107 105 D NA NA NA NA NA NA NA D 110 107 105 NA NA NA NA Gable Roofs(Slope 4.5:12 — 6.1:12) Hip Roofs(Slope 4.5:12 — 6.1:12) Maximum Basic Wind Speed V,,,t(mph) Maximum Basic Wind Speed Vo„(mph) System Exposure Mean Roof Height(ft) System Exposure Mean Roof Height(ft) No.2 Category 15 20 25 30 40 50 60 No.2 Category 15 20 25 30 40 50 60 1,6, B 210 210 210 210 203 196 192 1 6 B 210 210 210 210 210 _ 210 210 9, 10& C 192 186 182 179 173 169 167 9, 10& C 210 210 210 206 200 _ 195 193 13 D 174 170 167 164 160 157 154 13 D 201 196 193 189 185 _ 181 178 B 199 191 185 180 173 167 163 B 210 210 210 208 199 _ 193 189 2&3 C 163 159 155 152 148 144 142 2&3 C 189 183 179 176 170 _ 166 164 D 148 145 142 140 136 134 132 D 171 167 164 161 157 _ 154 152 B 186 179 173 168 161 156 153 B 210 206 200 194 186 _ 180 176 7&14 C 153 148 145 142 138 135 133 7&14 C 176 171 167 164 159 _ 155 153 D 139 135 133 131 127 125 123 D 160 156 153 151 147 _ 144 142 B 180 173 167 162 156 151 147 B 208 199 193 187 180 _ 174 170 4&11 C 147 143 140 137 133 130 128 4&11 C 170 165 162 158 154 _ 150 148 D 134 131 128 126 123 121 119 D 155 151 148 146 142 _ 139 137 B 167 160 155 150 144 140 136 B 192 184 179 174 167 _ 161 157 5&8 C 136 133 130 127 123 120 119 5&8 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 186 178 173 168 161 _ 156 152 12&15 C 128 125 122 119 116 113 112 ' 12&15 C 152 148 145 142 138 134 133 D 116 114 112 110 107 105 NA D 138 135 133 130 127 124 123 B 144 138 134 130 125 121 118 B 181 173 168 163 157 152 148 16 C 118 115 112 110 107 104 NA 16 C 148 144 141 138 134 131 129 D 107 105 NA NA NA NA NA D 134 131 129 127 124 121 119 For SI: 1ff=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 ASCE7-16, Table 30.3-1.Design input values: GC,=ASCE7-16 Figs 30.3-2A-I, GC,;=0.18,Kn= 1,Kd=0.85, KQ= 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 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. 5lnterpolation not permitted.For heights in between those specified,use next highest height column. °NA indicates that the installation condition is not acceptable within the design limits of the table. 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 HEIGHTS (Continued) Gable Roofs(Slope 6.2:12-12:12) Hi Roofs(Slope 6.2:12-12:12) Maximum Basic Wind Speed,Vol,(mph)3" � Maximum Basic Wind Speed,Vult(mph) System Exposure System Exposure No.2 Category Mean Roof Height(ft)5 No.` Category Mean Roof Height(ft) 15 20 25 1 30 40 50 60 15 I 20 25 30 40 50 60 1 6 B 210 210 210 210 210 204 200 1 6 B 210 210 210 210 210 206 201 9, 10 C 200 194 190 186 180 176 174 9, 10& C 201 196 192 188 182 178 176 &13 D 181 177 174 171 167 163 161 13 D 183 179 176 172 168 165 162 B 208 199 193 187 180 174 170 B 210 201 195 189 182 176 172 2&3 C 170 165 162 158 154 150 148 2&3 C 172 167 163 160 155 152 150 D 154 151 148 146 142 139 137 D 156 152 150 147 143 140 138 B 194 186 180 175 168 163 159 B 196 188 182 177 170 164 160 7&14 C 159 154 151 148 144 140 138 7& 14 C 160 156 152 149 145 142 140 D 144 141 138 136 133 130 128 D 146 142 140 137 134 131 129 B 187 180 174 169 162 157 153 B 189 181 _ 176 171 164 159 155 4&11 C 153 149 146 143 139 135 134 4& 11 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 173 166 161 157 150 145 142 B 175 168 163 158 152 147 143 8&5 C 142 138 135 132 128 125 124 5&8 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 B 150 144 140 136 130 126 123 B 152 145 141 137 131 127 124 16 C 123 120 117 115 111 109 107 16 C 124 121 118 116 112 110 108 D 112 109 107 105 NA NA NA I. D 113 110 108 106 I JA I JA I JA For SI: 1 ft=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 ASCE7-16, Table 30.3-1.Design input values: GC,=ASCE 7-16 Figures 30.3-2A-I,GC„;=0.18,Kzt=1,Kd=0.85,K.=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 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. 5lnterpolation not permitted.For heights in between those specified,use next highest height column. °NA indicates that the installation condition is not acceptable within the design limits of the table. 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„h(mph)36 Maximum Basic Wind Speed,Vult(mph) System Exposure Mean Roof Height(ftr System Exposure Mean Roof Height(ft) No. Category No.2 Category 15 20 25 30 40 50 60 15 20 25 30 40 50 60 1,6, B 210 210 210 210 207 201 196 1 6 B 210 210 210 210 210 210 210 9, 10& C 196 190 186 183 177 173 170 9, 10& C 210 210 210 210 210 210 207 13 D 178 174 171 168 164 160 158 13 D 210 210 208 204 199 195 192 B 184 184 184 184 177 171 167 B 210 210 210 210 210 208 203 2&3 C 167 162 159 155 151 147 145 2&3 C 203 197 193 189 184 179 176 D 152 148 145 143 139 137 134 D 184 180 177 174 169 166 164 B 172 172 172 172 165 160 156 B 209 209 209 209 201 194 190 7&14 C 156 152 148 145 141 138 135 7&14 C 190 184 180 177 171 167 164 D 142 138 136 133 130 128 126 D 172 168 165 162 158 155 153 B 166 166 166 166 159 154 151 B 202 202 202 202 194 188 183 4& 11 C 151 146 143 140 136 133 131 4& 11 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 154 154 154 154 147 143 139 B 187 187 187 187 179 174 170 5&8 C 139 136 133 130 126 123 121 5&8 C 170 165 161 158 153 150 147 D 127 124 121 119 116 114 112 M 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 B 133 133 133 133 128 124 121 B 162 162 162 162 155 150 147 16 C 121 117 115 112 109 107 105 16 C 1147 143 140 137 133 130 127 D 110 1 107 105 11A I'IA I'JA I'IA D 133 130 128 126 123 120 118 Gable Roofs(Slope 6.2-12-12:12) Hip Roofs(Slope 5.6:12-6.1:12) Maximum Basic Wind Speed V,,„(mph) Maximum Basic Wind Speed V,„(mph) System Exposure - System Exposure — No.2 Category Mean Roof Height(ft No.z Category Mean Roof Height(ft) 15 20 25 + 30 40 50 60 15 20 25 30 40 50 60 1,6, B 210 210 210 210 210 210 210 1 6 B 210 210 210 210 ` 207 + 201 196 • 9, 10& C _210 210 210 210 210 210 210 9, 10& C 196 190 186 183 177 173 170 13 D 210 210 210 210 210 210 210 13 D 178 174 171 168 164 160 158 B 210 210 210 210 210 210 210 B 184 184 184 184 177 171 167 2&3 C 210 210 210 210 210 209 206 2&3 C 167 162 159 155 151 147 145 D 210 210 206 203 198 194 191 D 152 148 145 143 139 137 134 B 210 210 210 210 210 210 210 B 172 172 172 172 165 160 156 7&14 C 210 210 210 206 200 195 192 7&14 C 156 152 148 145 141 138 135 D 201 196 193 189 185 181 178 D 142 138 136 133 130 128 126 B 210 210 210 210 210 210 210 B 166 166 166 166 159 154 151 4&11 C 210 208 203 199 193 189 185 4&11 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 1210 209 203 198 B 154 154 154 154 147 143 139 5&8 C 198 192 188 184 179 175 172 5&8 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 1 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 B 189 189 189 189 181 176 171 B 133 133 133 133 128 124 121 16 C 171 167 163 160 155 151 149 16 C 121 117 115 112 109 107 105 D 156 152 149 147 143 140 138 D 110 107 105 NA NA NA NA 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 ASCE7-10, Table 30.4-1.Design input values:GC,=ASCE 7-10 Figures 30.4-2B-2C, GC,=0.18,Kz,= 1.0,Kd=0.85, KQ=1,Iw=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 4 wind speeds are only valid under the design conditions stated.For other site conditions and/or building dimensions,designers can use the published Allowable 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 ASCE7-10, Section 26.7. 5lnterpolation not permitted.For heights in between those specified, use next highest height column. °NA indicates that the installation condition is not acceptable within the design limits of the table. 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 = 0pt0 —fairswa7 d — ri I - ON yI NpN+ O NOOONN� ! 4 :VP! i / 3� ift ..1 j r yr 10 OD L 12.00" 9.0" i I_ 10.0" (+I-0.0625 I I (+/-0.0625") I I(+/-0.625")I (+/-0.625") FIGURE 1—DaVINCI SLATE. DaVINCI SHAKE AND DaVINCI SELECT SHAKE SHAKE ROOF SHINGLES 161/4 1511) 0 123/4 123/4 FIGURE 2—BELLAFORTE SHAKE FIGURE 3—BELLAFORTE SLATE ESICC EVALUATION SERVICE' ICC-ES Evaluation Report ESR-2119 CBC and CRC Supplement Issued August 2021 This report is subject to renewal August 2023. www.icc-es.org I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Council'Ce' DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 31 33—Composite Rubber Shakes REPORT HOLDER: DaVINCI ROOFSCAPES, LLC EVALUATION SUBJECT: DaVINCI SLATE,DaVINCI SHAKE,DaVINCI SELECT SHAKE,BELLAFORTE SHAKE,AND BELLAFORTE 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 and Bellaforte 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 and Bellaforte 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. 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 and Bellaforte 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. This supplement expires concurrently with the evaluation report. reissued August 2021. ICC-ES'Eralnanon Reports are not to be construed as 7 presenting aesthetics or anm otherattributes nor spec f callr addressed,nor are titer to be construed \� as an endorsement of the subject of the report or a rerominendatton for its use There is no warrant bi ICC Eraluatton Sergi ice,LLC,express or implied,as nu to arnfinding ar other matter in tins report,or as to an product covered br the report •r r• Copyright©2021 ICC Evaluation Service,LLC All rights reserved Page 10 of 10