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File Documents.705 Spruce St.0012-2023-BROF (4)
ICC ESEVALUATION SERVICE° a hvho aahlovice ,15,. • inglibiLt117 `���� • o� o. • Compliance with International Codes • Compliance with State Codes www.icc-es.orq 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 *on ct 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 iCr 2 0 2 3 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 f 4��=�, to any finding or other matter in this report,or as to any product covered by the report. Ottgatt „,moo Copyright©2021 ICC Evaluation Service,LLC.All rights reserved. PageA i EN BUILDING DEPARTMENT ESR-2119 I 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, 4.3 Roof Shingles: using the flashing described in Section 3.7. 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 Clas EAE1 vED 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 Oi9i4Or9942O23 additional fastening details. shingles described in this report are as noted in Table 2.The ASPEN BUILDING DEPARTMENT ESR-2119 I 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 (Kit > 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 holder's 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 The DaVinci Slate, DaVinci Shake, DaVinci Select Shake, L(913) 599-0766XA, KANSAS 66215 Bellaforte Shake, and Bellaforte Slate roof shingles www davinc described in this report comply with, or are suitable www.davinciroofscapes.com RECEIVED 03/09/2023 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 UNDERLAYMENT' 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 felt Min.75/32- One layer GAF Versashield®Fire-Resistant Roof DaVinci Slate 6 to 7'/2 2 A DaVinci Shake 9 to 10 inch plywood 3:12 Deck Protection(ESR-2053) DaVinci Select Shake 9 to 10 5 One layer ASTM D226 Type II(No.30)asphalt- DaVinci Slate 6 to 8 3 A Min. /32- 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- DaVinci Selectnci Shake 9 to 10 4 B inch plywood 3:12 coated glass-fiber-mat DaVinci Shake 9 to 10 Bellaforte Shake 12 Bellaforte Slate 12 DaVinci Slate 6 to 8 Min.75/32- One layer Eco Chief Products SolarHideTM-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.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 Min.7/16-inch One layer Eco Chief Products SolarHideTM-SRW DaVinci Select Shake 9 to 10 7 B 3:12 DaVinci Shake 9 to 10 OSB (ESR 4035) 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 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. RECEIVED 03/09/2023 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 ROOF DECK Roofing Exposure UPLIFT NO. Shingle Fastening PRESSURE Shingle (inches) (ASD)(psf) Min.15/32-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.15/32-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. 15/32-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.'/,e-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.'/18 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.15/3z 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.15/3z inch DaVinci Select Two per shingle, 13/4-inch-long by 1/8-inch diameter ring- ? plywood Shake 10 shank hot-dipped galvanized roofing nails with 3/8-inch 80 nominal diameter heads into premolded nail markers Min.'/18 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.15/3z 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.15/3z 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.15/3z 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.'/18 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.15/32-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- Min.Min.15/32-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- Min.Min.'/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.15/32-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 RECEIVED 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 wit O9 y�,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 lfe�cthina 02 3 1-inch-thick lumber. 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„it(mph)" 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 Vult(mph) System Exposure Mean Roof Height(ft) 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 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: 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 ASCE7-16, 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 detail 3Wind speed conversion corresponds to the maximum Zone 2/3pressure with effective area of 10 ft2.Table 3 wind speeds are o, val(tr{�<fe'r�th%/l h, p p p �E 4 , ��l design conditions stated.For other site conditions and/or building dimensions,designers can use the published Allowable PressUr (psf)(A b)ih Table 2 to determine allowable wind speeds with IRC Table R301.2(2)or calculations in accordance with IBC Chapter 16. 4Wind exposure categories as defined in ASCE 7-16,Section 26.7. 0 3/0 9/2 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 7 of 10 TABLE 3-2021 and 2018 IBC and IRC WIND SPEED&MAXIMUM MEAN ROOF HEIGHT1 (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,Vult(mph) System Exposure Mean Roof Height(ft)5 System Exposure Mean Roof Height(ft) No.2 Category No.2 Category 15 20 25 30 40 50 60 15 20 25 30 40 50 60 1,6, B 210 210 210 210 210 204 200 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 NA NA NA 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,GCP;=0.18,Kz,=1,Kd=0.85,KB=1,1,,=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. 4Wind 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 03/09/2023 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 HEIGHT1 Gable Roofs(Slope 3:12—6.1:12) Hip Roofs(Slope 3:12—5.5:5:12) Maximum Basic Wind Speed,VuIt(mph)3'6 II Maximum Basic Wind Speed,Vult(mph) System Exposure Mean Roof Height(ft)5 System Exposure Mean Roof Height(ft) No. Category 1 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 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 147 143 140 137 133 130 127 D 110 107 105 NA NA NA NA 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 Vu„(mph) Maximum Basic Wind Speed Vult(mph) System Exposure System Exposure No.2 Category Mean Roof Height(ft No.2 Category Mean Roof Height(ft) 15 20 25 30 40 50 60 15 20 25 30 40 50 60 1,6, I 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 I 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 1143 140 136 133 131 D 194 190 186 183 178 175 172 D 137 134 131 129 126 123 121 i B 210 210 210 210 209 203 198 B 154 154 154 154 147 143 139 5&8 C 198 192 188 184 179 175 172 5&8 C 139 136 133 1130 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 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: 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 ASCE7-10, 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,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 4 wind speeds are only valid under the desi n conditions stated.For other site conditions and/or building dimensions,designers can use the published Allowable Pressure(psf)(P®E r E i�� Table 2 to determine allowable wind speeds with IRC Table R301.2(2)or calculations in accordance with IBC Chapter 16. R s.' 4Wind exposure categories as defined in ASCE7-10,Section 26.7. 5lnterpolation not permitted. For heights in between those specified,use next highest height column. 0 3/0 9/2 0 2 3 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 ,,,,,,„ .. , Mt.1.w •Vr.- _ x L. --s in - -� ..... ... O co O ( Nli N ��� p0 a Oap '(O J '. O r1l 1/t� e O r' 1 ff 0 O • nj 0 1 t, • v n , ; fSi jr;'r. +ISi rep � � i Y r .71 firs J i d,( �r�, /�«,� �. _ _. L 10.00" 12.00" II 9.0" F 10.0" I (+/-0.0625")I I (+/-0.0625") I r(+/-0.625")1 (+/-0.625") FIGURE 1—DaVINCI SLATE, DaVINCI SHAKE AND DaVINCI SELECT SHAKE SHAKE ROOF SHINGLES 161/4 151/2 I 1 123I4 123/4 FIGURE 2—BELLAFORTE SHAKE FIGURE 3—BELLAFORTE SLATE RECEIVED 03/09/2023 ASPEN BUILDING DEPARTMENT 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.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 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 fora Class C roof covering and Section R905.10. This supplement expires concurrently with the evaluation report, reissued August 2021. li 4(1 L�i 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 iCr 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 f r 9 "1 2023 to any finding or other matter in this report,or as to any product covered by the report. Lotutq Copyright©2021 ICC Evaluation Service,LLC. All rights reserved. Page ASPEN BUILDING DEPARTMENT ESICC EVALUATION SERVICE' ICC-ES Evaluation Report El `-Ao ESR-4035 ® - Reissued September 2021 • This report is subject to renewal September 2022. 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 The attributes of the SolarhideTM-SRW roofing PROTECTION underlayment have been verified as conforming to the Section: 07 30 05—Roofing Felt and Underlayment provisions of (i) CALGreen Section A4.407.5; (ii) ICC 700- 2020 Section 602.1.13, 11.602.1.13, 1202.9 and REPORT HOLDER: 13.104.1.7; (iii) ICC 700-2015 Sections 602.1.13, 11.602.1.13 and 12.6.602.1.13; (iv) ICC 700-2012 Sections ECO CHIEF PRODUCTS 602.1.13, 11.602.1.13 and 12.5.602.1.14; and (v) ICC 700- 2008 Section 602.10 for ice barriers. 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 SOLARHIDETM-SRW ROOFING UNDERLAYMENT may be contingent upon meeting specific conditions, and the verification of those conditions is outside the scope of 1.0 EVALUATION SCOPE this report. These codes or standards often provide 1.1 Compliance with the following codes: supplemental information as guidance. 4.0 INSTALLATION • 2015 and 2012 International Building Code°(IBC) • 2015 and 2012 International Residential Code°(IRC) 4.1 General: Installation must comply with the applicable code,this report Properties evaluated: and the report holder's published installation instructions. • Physical properties The report holder's published installation instructions must be available at the jobsite at all times during installation. • Ice barrier Prior to application of the underlayment, the deck surface • Fire Classification must be free of frost, dust and dirt, loose fasteners, and 1.2 Evaluation to the following green code(s) and/or other protrusions. Damaged sheathing must be replaced. standards: Installation is limited to solid or closely fitted substrates California Green Building Standards Code complying with the requirements of the applicable code. • 2019 (CALGreen), Title 24, Part 11 Installation of an approved roof covering can proceed immediately following application of the roofing • 2020, 2015, 2012 and 2008 ICC 700 National Green underlayment. The underlayment is to be covered by the Building StandardTM (ICC 700-2020, ICC 700-2015, ICC roof covering within the time set forth in the underlayment 700-2012 and ICC 700-2008) report holder's published installation instructions. For reroofing applications, the same procedures apply after Attributes verified: removal of the existing roof coverings and roofing felts to • See Section 3.0 expose the roof deck. 2.0 USES 4.2 Applications: SolarhideTM-SRW roofing underlayment is an alternative to The underlayment must be installed in accordance with the ASTM D226, Type I and Type II, roofing underlayment IBC Chapter 15 or IRC Chapter 9 and may be laid with either specified in IBC Chapter 15 and IRC Chapter 9. The side up starting at the lower edge of the roof, with underlayment may also be used as a component of a 4-inch (102 mm) horizontal (head) laps and 6-inch classified roof assembly as described in Section 4.5 of this (152 mm)vertical(end)laps. report. The underlayment must be fastened to the roof deck using 3.0 DESCRIPTION minimum No. 12 gage [0.109 inch (2.77 mm)] minimum shank diameter, corrosion-resistance steel roofing nails SolarhideTM-SRW roofing underlayment consists of having a minimum 3/8-inch-diameter (9.5 mm) heads or laminated layers of woven and non-woven polyethylene minimum 1-inch-diameter (25.4 mm) plastic cap; or No. and polypropylene fabrics faced on one side with aluminum 16 gage [0.065 inch leg diameter (1.65 mm)] corrosion- foil. The underlayment is supplied in 48-inch wide resistant staples having minimum 7/16-inch (1219 mm) rolls and has an installed weight of (11.1 mm)crowns with minimum 1-inch-diamter(25.4 mm) 5.18 pounds per 100 square feet (0.253 kg/m2). The plastic caps. The fasteners must be spaced 6 inches underlayment may be installed with either side facing up. (152 mm)on center along both horizontal and,vLerflaal ai iOl r_ k ?-- , Psi,'; 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 Ice 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 ■ES to any finding or other matter in this report,or as to any product covered by the report. � .- Copyright®2021 ICC Evaluation Service,LLC. All rights reserved. PagAfrEN BUILDING DEPARTMENT Titanium® PSU30 is a secondary water barrier for use on TITANIUM PSU30 ROLL SPECS steep slope roofs under asphalt shingles, composite shingles, metal, concrete and clay tile, slate, and wood LENGTH PER ROLL: 72'/22 m psu Inv. shakes. Titanium° PSU30 is a flexible, high temperature WIDTH PER ROLL: 36"/0.914 cm premium self adhered underlayment designed with the WEIGHTPERROLL: 48Ibs/21.8kgTITANIUM® patented Sure-Foot® nodular walking surface technology GROSS ROLL SIZE: 216 sq ft/20 m2 30 that allows for easier steep slope walkability,even in wet NET OF OVERLAP: 2sq/18.58m2 or dusty conditions. ROLLS PER PALLET: 25 SELF-ADHERED ROOFING UNDERLAYMENT simi PALLET WEIGHT: 1,300 Ibs/590 kg It's tough, durable, coated woven synthetic facer and PREMIUM HIGH TEMPERATURE SELF-ADHERED rubberized asphalt formulation is engineered to lay flat •Split release liner UNDERLAYMENT FOR PROTECTION FROM SHINGLE and not buckle or wrinkle when exposed to temperature BLOW-OFF,WIND-DRIVEN RAIN AND ICE DAMMING and moisture fluctuations on the roof. •Watertight asphalt to asphalt horizontal lap system PSU30 is designed full roof deck waterproof protection •Up to 180 days UV exposure rating FOR USE UNDER: with 180 day UV exposure rating.Titanium PSU30 used in •Meets or exceeds ASTM D1970 conjunction with Titanium UDL30 synthetic roofing •ASTM E108 Class A Fire Resistance when installed under ASPHALT, METAL, TILE, SLATE, underlayment provides complete roof deck protection asphalt shingles from the brand contractors know and trust. SHAKE & COMPOSITE SHINGLES •PSU30 is approved for use with ICP AH-160 and PSU30 provides a surface that will help protect the RTA-1,and Dow TileBond foam adhesives underside of the metal from natural movement without causing damage to the underneath of metal roofing Florida• Product Approval systems, compared to other underlayments that could •All temperature performance-20°F to 240°F cause damage to metal roofing systems including making - - • Installation temperature 40°F and above them susceptible to premature corrosion. ,.. e., 110°P... •Synthetic construction inert to mold growth r M d — d f� A. -- - '' �+` — ._ PREMIUM PROTECTION �.... ,, <, y ;, j'% ► SECONDARY WATER BARRIER no"...",:`...` � �` • y t� TITANIUM PSU30 TECHNICAL DATA ,1�ti•..` 4t _iv. TEST&STANDARD° TITANIUM PSU30 TYPICAL VALUE �`� VP- p I1HIGH TEMPERATURE RATED COLOR Gray -_il SURFACE Synthetic Polymer-Patented Sure-Foot"'slip resistant nodular Designed and engineered to withstand high temperatures RELEASE LINER Silicone treated,poly split release ' * /a� (240°F/115°C)in metal applications WEIGHT PER SQUARE 241bs/(10.8kg) k '44 * NAIL SEALABILITY ASTM 01910 Pass g S' 4 ill STRONG DECK ADHESION PERMEABILITY ASTME96 0.0336 Obi" TITANIUM® The modified rubberized asphalt provides a superior NOMINAL THICKNESS ASTMD5147 45 Mil(1.1mm) combination of low temperature deck adhesion and high TENSILE ASTM D1970 MD100Ihs/in/(11.51M/m)CD80IbsM(14kN/m) LIFETIME temperature flow resistance THERMAL STABILITY ASTM01910 240°F(115°C)Pass LOW TEMP FLEXIBILITY ICC AC 48 Pass TEAR RESISTANCE ASTM D1970 MD 140/CD 100 Ibf(622/445 N) LIMITED WATERTIGHT LAP SYSTEM ADHESION TO PLYWOOD ASTM D903 4 lb/in(100 N/m) PSU30 provides a self-sealing lap seal system which WARRANTY forms an impervious asphalt to asphalt bond at overlapping seams, delivering superior waterproofing TITANIUM'Synthetic Roofing Underlayment protection. Charleston,SC•Mission,BC•Montreal,QC Email:answers@owenscorning.com SUPERIOR WALKABILITY! SAFER SLIP RESISTANCE Toll Free:800.567.9727 eavetopeak.com Our patented Sure-Foot' nodular surface provides , II _ irtyconditions.excellent ility and slip resistance even in wet or SigliVititir NM ■ dirty rty C tIOt1 'Titanium brand products are manufactured in accordance with national standards which allow for noncritical variances in weights and measurements.Test data is based on an average taken over several production runs and should not be considered or interpreted as maximum or A� minimum values.Values are typical data and not limiting specifications.All values±10%. ©2021 Owens Coming.All Rights Reserved. Patented Sure-Foot nodular walking surface Pub No.10021442-E April 2021 PSU30 INSTALLATION INSTRUCTIONS 6. After installation of each piece, remove the release lining from the selvage and, if necessary, secure with nails installed in the selvage spaced 6 inches on center.This fastening is required when Titanium® A CAUTION PSU30 is installed on slopes of 3:12 or greater.Consult local building - Read and understand all instructions and precautions before applying codes for fastener requirements. , Titanium® PSU30 underlayment. Check local building codes prior to 7. The entire roof surface should be rolled after installation of the ' application of this product. Follow the recommendations of the roof Titanium®PSU30 using a minimum 40 lb.roller.Hand rolling over the covering manufacturer, Asphalt Roofing Manufacturer'sAssociation selvage and directly above the selvage using a minimum 4 inches (for asphalt shingles),Tile Roof Institute(for clay orconcrete roof tiles), wide,minimum 10 lb.roller is recommended. and the Metal Roofing Alliance(for metal roof panels). 8. Overlap at least 6 inches where the ends of two rolls meet. Apply heavy hand pressure or use a roller along the seam overlapping the DECK PREPARATION next roll. 9. End laps should be offset a minimum of 6 feet on adjacent courses. The deck must be clean, smooth and dry before applying Titanium® PSU30 underlayment. Remove all old roofing down to the deck or, in 10. Along a valley,Titanium®PSU30 underlayment can be cut lengthwise new construction,apply over the new deck.Sweep the deck surface to for easier handling. For maximum protection, the roll width should • -— remove dirt and debris.Replace any damaged or rotted deck boards. remain ® side Remove the intact releaseand backer and press Titanium®Pr SU30 undofetherlayment ' into place,working from theextend center inches of the valleyeith or ridge outwardvalley.in A ALLOWABLE SUBSTRATES each direction.Always apply valleys starting at the low point and work --7---'-- PSU30 self-adhered underlayment can be installed over Plywood,OSB, upward. If an overlap is needed,be sure to overlap the previous piece FRT Plywood, Polyisocyanurate foam insulation board, metal by minimum 4 inches. Titanium® PSU30 underlayment should be (galvalume steel),301b felt,PSU30,pre-wrapped sheathing,DensDeck® applied in valleys before installing eave applications with membranes. and USG Securock®Primer is not required on clean,dry deck surfaces, except for gypsum boards (DensDeck® and USG Securock® roof For further detail on various installation methods, please call boards)for which appropriate primer or adhesive is recommended at 1-800-ROOFING(1-800-766-3464). temperatures s 40F. PRECAUTIONS - .DECK EDGE PREPARATION 1. Cover Titanium® PSU30 underlayment with finish roof covering. Do Along eaves, install metal drip edge under the Titanium® PSU30 not allow Titanium® PSU30 underlayment to remain uncovered. underlayment unless otherwise directed by local building codes.Along Exposure to sun and weather for more than 180 days may adversely rakes,apply Titanium®PSU30 underlayment first,and put drip edge on top. affect this product's performance. 2. Titanium®PSU30 underlayment should be installed by a professional TILE ROOF roofing contractor. Ili - INSTALLATION TILE LOADING TABLE 3. Titanium®PSU30 underlayment is a moisture and vapor barrier.The spaces under the covered deck area and the attic space must be Please see the table for Tiles in Stacking Tile Maximum ventilated in accordance with local building codes. tile loading limitations. `Stack Pattern Type Roof Pitch 4. Titanium® PSU30 underlayment is intended for exterior roof Loading of tile outside 10 10 Linear Flat 5:12 the parameters of this application only and is not intended for use on vertical surfaces. - table requires installation 10 10 Linear Profiled 6:12 5. Apply PSU30 directly to the roof deck.Allowable roof deck materials of loading battens prior are shown in Section 1 of these instructions. Do not apply Titanium® to tile loading. PSU30 over another layer of underlayment unless required by local codes. *' ' le. *. When installing Titanium® PSU30 underlayment over the entire roof deck,proper ventilation is required.Consult a design professional 6. Roof coverings should not be installed over wrinkled or buckled Titanium®PSU30 underlayment. O I j and local building codes for ventilation requirements. 7. Use extreme caution when installing Titanium®PSU30 underlayment. l TEMPThe Titanium® PSU30 underlayment surface may be slippery even when dry. Use of fall protection is highly recommended. Consult PRO ECT 0 METAL ROOF INSTALLATION OSHA for guidelines on fall protection(29 CFR 1926.500). Slopes 2:12 and greater 8. For best results,apply Titanium®PSU30 underlayment when the air -, Follow standard installation instructions below. temperature is over 40°F (5°C) and rising, but below 100°F (38°C). Slopes 1/2:12-less than 2:12 When temperatures are under 40°F (5°C), Titanium® PSU30 `=+ _ For standing seam metal roof panels follow standard installation underlayment will not fully adhere.Store at room temperature prior to -_ ® ., ' instructions below with the following modifications: End Laps must be installing product in cold weather. If applied in temperatures above '� min.6 feet apart in adjacent courses.All end laps must be minimum 6 100°F(38°C), or exposed to direct sunlight,the release backing may '9 �'''' inches wide.Apply min.6 inch wide bed of ASTM D4586 compliant roof become difficult to remove. If this situation should occur, move the ment is 4i l cement at end of underlying piece and set overlying piece into roof product into a shaded area until the Titanium®PSU30 underlayment ry k; cement,applying firm pressure on entire end lap. cool.Once cooled,the release backing can be easily removed. 9. Store Titanium® PSU30 underlayment in a dry, well ventilated area. _: STANDARD INSTALLATION Stand Titanium® PSU30 underlayment upright. Do not store at 1. Ensure that decking substrate is acceptable to roof covering 90°F (32°C) or warmer for extended periods of time. Do not store �_ - manufacturer. in direct sunlight. 2. Unroll Titanium® PSU30 underlayment and cut into manageable 10. When applying Titanium® PSU30 underlayment, always follow 444 , , _____. lengths no more than 15 20 feet. local building codes and the roof covering manufacturer's 1.�i� a 3. Allow it to relax for 3 5 minutes before installing. instructions for installation of this product. 4. Reroll each section. 11. When working on the roof, use all necessary safety precautions 5. Start at the eaves,laying the Titanium®PSU30 parallel to the eaves � , elli edge,with the lower edge of the Titanium® PSU30 flush with the vi aICI outside of the primed drip edge.The lower edge of the and guidelines in accordance with proper rocfin�tad=r�r-act,ces underlayment is the edge that does not have a selvage edge. - PRODUCT INFORMATION Technical Data Applicable Standards & Approvals • Titanium®PSU30 Roll Specs ASTM D1970 • ASTM E108/UL 790,Class A Fire Resistance Length per roll: 72'/22 m • Florida Product Approval • Texas Department of Insurance Width per roll: 36"/91.4 cm • PRI ER 1378E02 Weight per roll: 51 lbs/23.1 kg Gross roll size: 216 sq ft/20m2 Net of overlap 2 sq/18.582 Rolls per pallet: 25 Pallet weight: 1356 lbs/615 kg Test Standard Titanium®PSU30 Typical Value Color Gray Surface Synthetic Polymer-Patented Sure-Foot®slip resistant nodular Release Liner Silicone Treated,Crinkled Poly Split Release Weight per square 24 lbs/(10.8 kg) Nail Sealability ASTM D1970 Pass Permeability ASTM E96 0.0336 Nominal Thickness ASTM D5147 45 Mil(1.1 mm) Tensile ASTM D1970 MD 100 lbs/in/(17.5 kN/m)I CD 80 lbs/in(14 kN/m) Thermal Stability ASTM D1970 240°F(115°C)Pass Low Temp Flexibility ICC AC 48 Pass Tear Resistance ASTM D1970 MD 140/CD 100 lbf(622/445 N) Adhesion to Plywood ASTM D903 4 lb/in(700 N/m) rt. Titanium'brand products are manufactured in accordance with national standards which allow for non-critical variances in weights and measurements. RE R,i E I /E i6 Test data is based on an average taken over several production runs and should not be considered or interpreted as maximum or minimum values.Values are typical data and not limiting specifications.All values±10%. 0 3/0 9/A 0 A 3 UL Class A Fire Resistance applies when installed under asphalt shingles 1 1 ASPEN BUILDING DEPARTMENT ESR-4035 I Most Widely Accepted and Trusted Page 2 of 2 and 12 inches (305 mm)on center along the middle of the 5.1 Installation must comply with this report and the report roll in the field of the roof, except in areas subject to high holder's published installation instructions, and the winds where underlayment fastening must comply with high applicable code. In the event of conflict between the wind attachment requirements specified in IBC Section published installation instructions and this report, this 1507 or 2015 IRC Section R905.1.1 [2012 IRC Section report governs. R905], as applicable. Fasteners must be long enough to 5.2 This report recognizes the use of SolarhideTM-SRW as penetrate into the sheathing a minimum of a roof underlayment only. Use of this product as a 3/4 inch (19.1 mm) or through the sheathing, whichever is radiant barrier is outside the scope of this report. less.When battens are installed over the underlayment,the underlayment needs only be preliminarily attached pending 5.3 Installation must be limited to roofs with a minimum attachment of the battens or counterbattens. slope of 2:12 (17 percent slope) or to the minimum A single layer of minimum 24-inch-wide (610 mm) slope required for the roof covering in accordance with underlayment must be installed and centered vertically at all the applicable code, whichever is greater. valleys before underlayment in the field, and at all hips and 5.4 Installation must be limited to use with roof coverings ridges after underlayment in the field. that do not involve hot asphalt or coal-tar pitch. 4.3 Ice Barrier: 5.5 Installation must be limited to use with solid substrates In areas of the roof required to have an ice barrier under IBC complying with the applicable code. Chapter 15 or IRC Chapter 9, a self-adhering 5.6 Unless installed in accordance with Section 4.5 of this polymer-modified bitumen sheet or a membrane currently report, installation must be limited to use with solid recognized in an ICC-ES evaluation report as a substrates located in areas where nonclassified roof self-adhered roof underlayment must be installed and coverings are permitted, or as a component of extend a minimum of 24 inches(610 mm)inside the exterior classified roofing assemblies when specifically wall line of the building. The roof underlayment, in the field recognized as such in a listing approved by the code of the roof, must overlap the ice barrier. official. 4.4 Flashing: 5.7 Installation must be limited to use with roof coverings Flashing must be in accordance with the applicable code. that are mechanically fastened through the Flashing around protrusions must be over the lower course underlayment to the sheathing or rafters. of the underlayment and under the upper course of the 5.8 Installation must be limited to roofs with ventilated attic underlayment, to prevent water backup. When used, metal spaces in accordance with the requirements of the drip edges must be installed beneath the underlayment at applicable code. the eaves and over the underlayment at rakes. 5.9 The underlayment is manufactured in Hangzhou, 4.5 Classified Roofs: China, under a quality control program with inspections The SolarhideTM-SRW roofing underlayment may be used by ICC-ES. as a component of the following Class A roof assembly: 6.0 EVIDENCE SUBMITTED • Deck: Closely fitted, minimum 15/32-inch-thick Data in accordance with the ICC-ES Acceptance Criteria for (11.9 mm)exterior grade plywood. Roof Underlayments (AC188), dated February 2012 • Maximum roof slope: Unlimited, minimum roof slope (editorially revised December 2015). must be as described in ESR-2119. 7.0 IDENTIFICATION • Underlayment: One layer of SolarhideTM-SRW with 7.1 The SolarhideTM-SRW roofing underlayment described either side facing up in lieu of the underlayment in this report is identified by a label on each roll bearing specified in Sections 4.6.3 and 4.6.4 of ESR-2119. the report holder's name (Eco Chief Products) and • Roof Covering: DaVinci Roofscapes, LLC Bellaforte address, product name, date of manufacture and the Shake, Bellaforte Slate, DaVinci Slate or DaVinci evaluation report number(ESR-4035). Shake roof shingles installed with a maximum 7.2 The report holder's contact information is the following: exposure of 12 inches (304 mm) in accordance with ECO CHIEF PRODUCTS ESR 2119. 4605 OLD DENTON ROAD 5.0 CONDITIONS OF USE HALTOM CITY,TEXAS 76117 The SolarhideTM-SRW described in this report complies (817)503-2121 with,or is a suitable alternative to what is specified in,those www.ecochiefproducts.com codes listed in Section 1.0 of this report, subject to the following conditions: RECEIVED 03/09/2023 ASPEN BUILDING DEPARTMENT 07 72 53 0.-- TR SNOW & SUN American 75807 East American Fork, UT 84003 ROOF ACCESSORY SYSTEMS SNOW BRACKET D - APEX DESCRIPTION • Designed for new construction on simulated shake, simulated slate and asphalt shingles • Installed using a minimum of(4)roofing nails that must penetrate _ - the sheathing or by using (4)#8 stainless steel screws - • Can be powder coated to match roofing material color • Overall dimensions: 12"L X 2.250"W X 3"H - MATERIALS • Paintlok Steel: 16 ga /11 • Copper:48 oz(ASTM B152) • Stainless Steel: 16 ga(ASTM A240) COLORS/FINISHES \ • Zinc Plated • Powder coating available in many colors visit http://trasnowandsun.com/color-chart/to see color chart FOR NEW CONSTRUCTION NOTE:Due to specific job conditions,TRA Snow and Sun will only warranty a snow retention system/layout that has been designed by TRA Snow and Sun. USED ON: SIMULATED SHAKE, SIMULATED I x SLATE AND ASPHALT SHINGLES o lik - 8 _ 1.188 _ 8 0.594 _ r 3.000 E► ` 1 0.250 _ o o .016517cSc,)outh ot •. , s'` Irk N 2n a 0.332 0 o 0 II _ 0.332 1 ` I INSTALLATION: BRACKET IS INSTALLED WITH FOUR ROOFING NAILS THAT MUST PENETRATE THE SHEALTH- ING OR BY USING FOUR#8 STAINLESS STEEL A SCREWS WITH TRIANGULAR END OF BRACKET AT EAVE END OF ASPHALT SHINGLE AND UPPER 1 END UNDER SHINGLE IN COURSE ABOVE. E D 2.250 A IN DO NOTSCALEON ••_�' DIMENSIONS *Dimensions shown are in inches. SNOW RETENTION SYSTEMS 23 Revision 09/07/18 DO NOT SCALE ©TRA Snow and Sun,Inc.,2018 ASPEN BUILDING DEPARTMENT