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HomeMy WebLinkAboutCALCULATION TALBLEJAMES HARDIE BUILDING PRODUCTS, INC. 1-88sL542-7343 info6ameshardie.com I I RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2688-17 oeli goo 0 Wq a � � e 1 i .••n C f1� •.� I • 'I 'I 2015 IBC, 2017 FBC 2015 IBC, 2017 FBC �p 1 �S . LOB\ • NN' A\ U (�S/ O Coefficients used In Table 6 calculations for VW, Allowable, Ultimate Design Wind, Speed, V2 (3-second gust mph) Allowable, Nominal Design Wind, Speed, Vesd'5, (3-second gust mph) Applicable to methods spedfied in [2015 IBC, 2017 FBC) Section 1609.1.1. as determined by [201518C, 2017 FBC) Figures 1609.3(1), (2) or (3). Applicable to methods specified In Exwpfions 1 through 3 of [2015]BC, 2017 FBC) Section 1609.1.1. Wind exposure category Wind exposure category Siding K, Product Product Thicimess (Inches) Width (inches) Fastener Type Fastener Spacing Frame Type Fastener Spadng (Inches) Building HeighP'Z (feet) B C D B C D Allowable Design Load (PSF) Exp B Exp C Exp D Ka Ka G G HardiePlank!' 5116 6.25 0.090" shank X X 1. 5" l5" HD ong shank naafiWSP Blind nailed to WSP 2X4 woad or 20 ga. steel framing, 7/16" thick sheathing 8 0-15 1 222 201 183 172 156 142 -70.9 0.7 0.85 1.03 h980 1 0.85 -1.4 0.18 20 222 195 178 172 151 138 -70.9 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 222 191 175 172 148 136 -70.9 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 222 187 172 172 145 133 1 -70.9 0.7 0.98 1.16 1 0.65 -1.4 0.18 35 217 185 170 168 143 132 -70.9 0.73 1.01 1.19 1 0.85 -1A 0.18 40 213 182 168 165 141 130 -70.9 0.76 1.04 1.22 1 0.18 45 209 180 166 162 139 129 -70.9 0.7a5 1.065 1245 1 5 -1.4ring 50 206 178 165 160 138 127 -70.9 0.81 1.09 1.27 1 �520511s -1.4 0.18 55 204 176 163 158 136 126 -70.9 0.83 1.11 129 1 5 -1.4 0.18 60 201 174 162 156 135 125 70.9 0.85 1.13 1.31 1 0.86 -1.4 0.18 100 166 148 139 129 114 107 -70.9 0.99 1.28 1.43 M60 1 0.85 -1.8 0.18 HardiePlani: I li 5/16 7.25 shhankank X 0.215" HD X lank s ringg shank nails Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7/16" thick WSP sheathing 8 0.15 202 184 167 157 142 129 -59.1 0.7 0.85 1.03 h550 1 0.85 -1.4 0.18 20 202 178 163 157 138 126 -59.1 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 202 175 160 157 135 124 .59.1 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 202 171 157 157 132 122 -59.1 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 198 168 155 153 130 120 -59.1 0.73 1.01 1.1s 1 0.85 -1.4 0.18 40 194 166 153 150 129 119 -59.1 0.76 1.04 1.22 1 0.85 .1.4 0.76 45 191 164 152 148 127 118 -59.1 0.785 1.065 1.245 1 0.95 -1.4 0.18 50 186 162 150 146 126 116 -59.1 0.91 1.09 1.27 1 D.85 -1.4 D.19 55 186 161 149 144 124 115 -59.1 0.83 1.11 129 1 0.85 -1.4 10.18 60 184 159 148 142 123 115 -59.1 0.85 1.13 1 1.31 1 0.e5 AA 0.18 100 152 135 126 118 104 98 -59.1 0.99 1.26 1A3 h160 1 0.85 .1.8 0.18 I HardhePlank 5/16 7.5 0.090" shank X 0.215" HD X 1.5" long ring shank Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7/16" thick WSP sheathing 8 0-15 198 180 163 154 139 127 -56.8 0.7 0.85 1.03 h:560 1 0.85 -IA 0.18 20 198 175 160 154 135 124 -W.8 0.7 0.9 1.08 1 o.as -1.4 0.18 25 198 171 157 164 133 121 •56.8 0.7 0.94 1.12 1 0.85 -1.4 0,18 30 198 168 154 154 130 119 -56.8 0.7 0.98 1.16 1 0.85 AA 0.18 35 194 165 152 150 128 118 -5e.6 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 190 163 150 147 126 116 -56.8 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 187 161 149 145 124 115 -56.8 0.785 1.065 1.245 0.18 50 184 159 147 143 123 114 -56.8 0.81 1.09 1.27 W0.85 0.18nail 55 182 157 146 141 122 113 -6.8 0.83 1.11 1.29 0.18 60 180 156 145 139 121 112 -56.8 0.85 1.13 1.31 0.18 100 149 132 124 115 102 96 -%.8 0.99 126 1.43 h>60 1 10.85 -1.8 0.18 i I' i Herdieilank j 5/16 8X 0.090" shank X 0.215" HD 1. ring shank ring shank nail a Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7/16'thick WSP sheathing 8 (1-15 191 173 157 148 134 122 -52.5 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 191 168 154 148 130 119 -52.5 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 191 165 151 148 128 117 -52.5 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 191 161 148 148 125 115 -52.5 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 187 159 146 145 123 113 -52.5 0.73 1.01 1.19 1 0.85 -IA 0.18 40 183 156 144 142 121 112 -52.5 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 180 155 143 140 120 111 -52.5 0.785 1.085 1245 1 0.85 -1.4 0.18 50 177 153 142 137 118 110 52.5 0,e1 1.09 127 1 0.85 -1.4 0.18 55 175 151 141 136 117 109 -52.5 0.83 1,11 1.28 1 0.85 AA 0.18 60 173 150 139 134 116 108 -52.5 0.85 1.13 1.31 1 -07851 -1,4 0.18 100 143 127 119 111 98 92 -525 0.99 1.26 1.43 h>60 1 1 o.85 -1.8 0.18 I Hardie lank I 5116 8.25 0.090" shank X 0.1.5" 215" HD X hang ring shank a nail Blind rolled to WSP 2X4 wood or 20 ga. steel framing, 7/16" thick WSP sheathing 8 G-15 187 170 154 145 132 120 -50.7 0.7 0.85 1.03 hs8o 1 0.85 -1A 0.18 20 187 165 151 145 1 128 117 -50.7 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 187 162 148 145 125 115 -50.7 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 187 158 146 145 123 113 -50.7 0.7 0.98 1.16 1 0.85 AA 0.18 35 183 156 144 142 121 Ill -50.7 0.73 1.01 1.19 1 0.85 AA 0.18 40 180 154 142 139 119 110 -50.7 0.78 1.04 1.22 1 0.85 -1.4 0.1e 45 177 152 140 137 118 109 -50.7 0.785 1.055 1.245 1 0.85 -1.4 0.18 50 174 150 139 135 116 108 .50.7 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 172 149 138 133 115 107 50.7 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 170 147 137 132 114 106 50.7 0.65 1.13 1.31 1 0.e5 -1.4 0.18 100 141 125 117 109 97 91 -50.7 0.-99T 126 1.43 jh>60 1 110.85 RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2688-17 JAMS DIIE BUILDING PRODUCTS, INC. 'It4�///riiiii�B�s�`I 91� 0GA PV, 542- 3 43 L info@ameshard]e.com oat L F N. 4121 '• o e 2015 IBC, 2017 FBC 2015 IBC, 2017 FBC. y M w Allowable, Ultimate Allowable, Nominal Design Wind, Speed, V 3.5 0 3-second gust mph) Design Wind, Speed, V 4.s esd (3-secondgust mph) = �,•• STATE OF : •� _ J' / O�'•F`ORI�A'll• 1 A '•......••' o �6 I US/O Applicable to methods specified in[2015IBC. Applicable to methods 2017 FBC[ Section 1609.1,7, as determined by [20151BC, 2017 FBC] specified In Exceptions 1 through 3 of [20151BC, 2017 FBC] Section ..�C sr'�6�o/,✓/>�////® Figures 1609.3(1), (2) or 1609.1.1. (3). 1 Coefficients used In Table 6 calculations for V„x Wind exposuree tego Wind exposure categoryl Siding It. Product Product Product (inches) Wdth (Inches) Fastener Type Fastener Spacing Frame Type Fastener Spacing (Inches) Building Height z (feet) B C D B C D Allowable Design Load (PSF) Exp B 1 Exp C Exp D K. Kd GCp G 0-15 175 159 144 136 123 112 -44.3 0.7 0.85 1.03 h560 1 0.85 -IA 0.1B 20 175 155 141 136 120 109 -44.3 0.7 0.9 1.06 1 0.85 -lA 0.18 25 176 151 139 136 117 107 -44.3 0.7 0.94 1.12 1 0.85 -1.4 0.18 HardlePlank 5/16 9.25 0.090" shank X 0.215" HD X 1.5' long ring shank nails Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7/16" thick WSP sheathing 8 30 175 148 136 136 115 105 -44.3 0.7 0.98 1.16 1 0.85 -1.4 0.19 35 172 146 134 133 113 104 -44,3 0,73 1.01 1.19 1 0.85 -1.4 0.18 40 168 .144 133 130 111 103 -44.3 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 165 142 131 128 110 102 -44.3 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 163 140 130 126 109 101 -44.3 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 161 139 129 125 108 100 -44.3 0.83 1.11 1,28 1 0.65 -1.4 0.18 60 159 138 128 123 107 99 -44.3 0.85 1,13 1.31 1 0.85 -1.4 0.18 100 1 132 1 117 102 90 -44.3 0.99 126 1.43 h>60 1 0.85 -1.8 0.18 0-15 173 157 142 134 121 110 -43.0 0.7 0.85 1.03 hs60 1 0.85 -1.4i 0.18 1 0.85 -1.4! 0.18 20 173 152 139 134 118 108 -43.0 0.7 0.9 1.08 25 173 149 136 134 115 106 -43.0 0.7 0.94 1.12 1 0.85 -1,4! 0.18 HardlePlank 5/16 9.5 0.090" shank X 0.215" HD 1.5° long Blind nailed to 2X4 wood or 20 ga. steel framing, 8 30 173 146 134 134 113 104 -43.0 0.7 0.98 1.18 1 0.85 -1.4 0.18 35 169 144 132 131 111 103 -43.0 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 166 142 131 128 110 101 -43.0 0.76 1.04 1,22 1 0.85 -1.4 0.18 45 163 140 129 126 108 100 -43.0 0.786 1.065 1.245 1 0.85 -1.4 0.18 X n ring shank ale WSP 7116' thick WSP sheathing 50 160 138 128 124 107 99 -43.0 0.81 1.09 1.27 1 0.85 .1.4 0.18 55 158 137 127 123 106 98 -43.0 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 157 136 126 121 105 98 -43.0 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 130 115 100 89 -43.0 0.99 1.26 1.43 h>60 1 0.85 -1.8 -0.18 0-15 151 137 125 117 106 97 -33.0 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 151 133 122 117 103 94 33.0 0.7 0.9 1.08 1 0.85 -1.4 0.18 HardlePlank 5/16 12 0.090" shank X 0.215" HD X 1.5° long ring shank nag Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7116" thick WSP sheathing 8 25 151 130 119 117 101 93 -33.0 0.7 0.94 1.12 1 0.85 -IA 0.18 30 151 128 117 117 99 91 -33.0 0.7 0.98 1.16 1 0.85 -IA 0.18 35 146 126Ell 115 97 90 -33.0 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 145 124 112 96 89 -33.0 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 143 123 111 95 88 -33.0 0.7851.065 1245 1 0.95 -1.4 0.18 50 141 121 109 94 87 33.0 Mal 1.09 127 1 0.85 -1.4 0.18 55 139 120 108 93 86 -33.0 0.83 1.11 1.29 1 o.es 3. -t.4 0.18 60 137 119 106 92 86 33.0 0.85 1.13 1.31 1 -1.4 Ois 100 114 88 -33.0 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 283 257 219 199 181 -115.8 0.7 0.85 1.03 hs60 1 0.85 •1.4 0.18 20 283 250 228 219 193 177 -115.8 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 283 244 224 219 189 173 -115.8 0.7 0.94 1.12 1 0.a5 -14 0.18 HardlePlank 5/16 5.25 0,090" shank X 0.215" HD Blind nailed to 2X4 wood or 20 ga. steel framing, 6 30 283 239 220 219 185 170 -115.8 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 277 236 217 215 103 168 -115.8 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 272 232 215 211 180 166 -115.8 0.76 1,04 1.22 1 0.85 -1.4 0.18 45 267 230 212 207 178 164 -115.8 0.705 1.065 1.245 1 0.85 -1.4 0.1a ring ring shank ing shank nags WSP 7/16'thick WSP sheathing 50 263 227 210 2D4 176 163 -115.8 0.81 1.09 127 1 0,85 -1.4 0.18 55 260 225 209 201 174 162 -115.8 0.83 1.11 129 1 85 0M15. -1.4 0.18 60 257 223 207 199 173 160 -115.8 0.85 1.13 1.31 1 0.85 -IA 1 0.18 100 213 189 177 165 146 137 -115.8 0.99 1.26 1.43 h>80 1 0.85 -1.8 0.18 G-15 263 230 209 196 178 162 -92.6 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 1 253 223 204 196 173 158 -92.6 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 253 219 200 196 169 155 -926 0.7 0.94 1.12 1 0.85 .1.4 0.18 HardlePlank 5/16 6.25 0.090" shankX 0.215" HD X 1.5' long Blind nailed to 2X4 wood or20ga. steel framing, 6 30 253 214 197 196 166 1 152 -92.6 0.7 0.98 1A6 1 0.85 -1.4 0.18 35 248 211 194 192 163 150 -92.0 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 243 208 192 188 161 149 -92,6 0.76 1.04 1.22 1 0.85 -1A 0.18 45 239 205 190 185 159 147 -92.8 0.7B5 1.065 1.245 1 0,B5 -1.4 0.18' ring shank nails WSP 7/16'thick WSP sheathing 50 235 203 188 182 157 146 -92.6 1 0.81 1 1.09 1 1.27 1 0.85 -IA 10.18 55 233 201 187 180 156 145 -92.8 0.83 1.11 1.2e 1 0.85 -IA 0.18 60 230 199 185 178 154 143 -92,6 0.85 1,13 1.31 11 0.85 -1.4 1 0.18 100 190 169 158 147 131 123 -92.6 1 0.99 1 1.26 1 1.43 h>60 I 1 0.85 -1.6 10.18 S II • 'I I JAME I HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@Ji meshardie.com 'I RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2688-17 2015 IBC, 2017 FBC 2015 /BC, 2017 FBC T •. CJ 1� ,� - �O Fc O IR e1 �) sSiONA�A01 Coefficients used in Table 6 calculations for Vwj Allowable, Ultimate Design Wind, Speed, 35 (3-second gust mph) Allowable, Nominal Design Wind, Speed, vaw4,5 3-second gust mph)�' Applicable to methods specified in [201518C, 2017 FBC] Section 1609.1.1. as determined h [20151BC, 2017 FBC] Figures 1609.3(1), (2) or (3). Applicable to methods�����/�l specified in Exceptions 1 ttvough 3 of [20151BC, 2017 FBC] Section 1609.1.1. Wind exposure ptego Wind exposure categorySiding K. Product Produd '��hhlkdkrless �fincles) Width finches) Fastener Type Fastener Spacing Frame Type Fastener Spacing (inches) Building Heights Z (feet) B C D B C D nawabl Design ADesigne Load (PSF) _ Exp B Exp C Exp D K, Ke G G HardiePlank 5116 I 7.25 shank X 0.215" HD X 1.5" long ring shank nad s Blind nailed to WSP 2X4wood or 20 ga. steel framing, 7/16" thick WSP sheathing 6 0-15 231 210 191 179 163 148 -77.2 0.7 0.85 1.03 t1s60 1 0.85 -1A 0.18 20 231 204 186 179 158 144 -77.2 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 231 200 183 179 156 142 -77.2 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 231 195 180 179 151 139 -772 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 226 192 177 175 149 137 -77.2 0.73 1.01 1.19 1 0.18 40 222 190 176 172 147 136 -77.2 0.76 1.04 122 1 0.18 45 218 187 173 169 145 134 -77.2 0.7d5 1.065 1.245 1 0.18 50 215 185 172 166 144 133 -77.2 0.81 1.09 1.27 1 $0.85-1.4 0.18 55 212 184 170 164 142 132 -77.2 0.83 1.11 1.29 1 6.19 60 210 182 169 163 141 131 -77.2 0.85 1.13 1.31 1 0.18 100 174 164 145 135 119 112 -77.2 0.99 1.26 1.43 hv60 1 0.85 -1.8 0.16 Hard[ePlank. 5/16 7.5 0.0901, shank X 0.216" HD ri 1.5" long ling shank nag 6 Blind nailed to WSP 2X4 woad or 20 ga. steel framing, 7/16" thick WSP sheathing 6 0-15 227 206 187 175 159 145 -74.1 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 227 200 182 175 155 141 -74.1 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 227 195 179 175 151 139 -74.1 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 227 191 176 175 148 136 -74.1 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 222 189 174 172 146 135 -74.1 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 217 186 172 168 144 133 -74.1 0.76 1.04 -12-2 1 0.85 -1A 0.18 45 214 184 170 166 142 132 -74.1 0.785 1.065 1.245 1 0.85 -1.4 0.la 50 211 182 168 163 141 130 -74.1 0.81 1.09 1.27 1 0.85 -1.4 6.18 55 208 180 167 161 139 129 -74.1 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 206 178 166 159 138 128 -74.1 0.85 1.13 1.31 1 0.a5 -1.4 0.18 100 170 151 142 132 117 110 74.1 0.99 1.26 1A3 h>60 1 0.85 -1.8 0.18 ' Herd[ePlank 5/16 8 0.090" shank X 0.215" HD X 1.5" long ring shank nails Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7/16" thick WSP sheathing 6 0.15 218 198 180 169 153 139 -68.6 0.7 0.85 1.03 hs60 1 0.85 -1.41 0.18 20 218 192 176 169 149 136 -68.6 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 218 IN 172 169 1 146 133 -68.6 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 218 184 169 169 143 131 -68.6 0.7 0.98 1.16 1 0.85 -1A 0.18 35 213 181 167 165 141 130 -68.6 0.73 1.01 1.19 1 0.85 -1A 0.18 40 209 179 165 162 139 128 -68.6 0.76 1.04 1.22 1 0.85 -1A 0.18 45 206 177 163 159 137 127 -68.6 0.7a5 1.065 1.245 1 0.85 -1.4 0.18 50 203 175 162 157 135 126 -68.6 0.81 1.09 127 1 0.85 -1.4 0.18 55 200 173 161 165 134 124 -68.6 0.83 1.11 1.29 1 0.85 .1.4 0.16 60 198 172 159 163 133 123 -68.6 0.95 1.13 1.31 1 0.65 -1.4 0.18 100 164 145 136 127 112 106 -68.6 0.99 1.26 1.43 jh>60 1 0.85 -1.8 0.18 HardiePlank i 5/16 8.25 0.090" shank X 0.215" HD X 1.5" long ring shank nail a Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7/16" thick WSP sheathing 6 0-15 214 194 176 166 150 137 -65.0 0.7 0.85 1.03 h560 1 0.85 -1.4 0.18 20 214 189 172 166 146 133 -W.0 0.7 0.9 1.0a 1 0.85 -1.4 0.18 25 214 184 169 166 143 131 -66.0 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 214 181 166 166 140 129 -W.0 0.7 0,98 1.16 1 0.85 -1.4 0.18 35 209 178 164 162 138 127 -66.0 0.73 1.01 1.19 1 0.85 -1A 0.18 40 205 175 162 159 136 125 -66A 0.76 1.04 1.22 1 0.85 .1.4 0.18 45 202 173 160 156 134 124 -66.0 0.785 1.065 1.245 1 0.851-1.4. 0.19 50 199 171 159 154 133 123 -68.0 0.81 1.09 1.27 1 0,85 -1.4 018 55 196 170 157 152 132 122 -66.0 0.03 1 1.11 1.29 1 0.85 -1.4 0.18 60 194 168 156 150 130 121 66.0 0.85 1.13 1.31 1 0.e5 -1.4 0.1e 100 161 142 134 124 110 104 -66.0 0.89 1 1.26 1A3 h>60 1 0.85 -1.8 0.18 HardiePlank 'i I 5/15 9.25 0.090" shank X 0.215" HD X 1.5" long ring shank nags Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7/16" thick WSP sheathing 6 0.15 200 182 165 155 141 128 -57.9 0.7 0.85 1.03 hsW 1 0.85 -1.4 0.18 20 200 177 161 165 137 125 -57.9 0.7 0.8 1.08 1 0.85 -1A 0.18 25 200 173 158 165 134 123 -57.9 0.7 0.84 1.12 1 0.85 -1A 0.18 30 200 169 156 155 131 120 -57.9 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 196 167 154 152 129 119 57.9 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 192 164 152 149 127 117 -67.9 0.76 1.04 7.22 1 0.85 -1A 0.16 45 189 162 150 146 126 116 -57.9 0.785 1.055 1.245 1 0.85 -1.4 0.18 50 186 160 149 144 124 115 -57.9 0.81 1.09 1.27 1 0.e5 -1.4 0.18 55 184 159 148 142 123 114 -57.9 0.83 1.11 1.29 1 0.85 -1A OAT 60 182 158 146 141 122 113 -57.9 0.a5 1.13 1.31 1 0.85 -1.4 0.18 100 150 133 125 117 103 97 -577- 0.99 1.26 1.43 jhveo 1 0.a5 -1.8 0.18 RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2688-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com 2015 IBC, 2017 FBC 2015 IBC, 2017 FBC Allowable, Ultimate Allowable, Nominal Design Wind, Speed, Design Wind, Speed, vIW161 V-1,s (3-second gust mph) (3-second gust m h Applicable to methods specified In [2015 IBC, Applicable to methods 2017 FBC] Section specified In Exceptions 1 1609.1.1. as determined by through 3 of 120151BC, 12015IBC, 2017 FBC] 2017 FBC]Section Figures 1609.3(1), (2) or 1609.1.1. (3). Coefficients used in Table 6 calculations for VWr Wnd exposure category Wind exposure category] Siding K� Product Product Thickness (Indies) Width (inches) (incites) Fastener Type Fastener Spacing Frame Type Fastener (inches) Building Height t z (feet) 8 C D B C D Allowable Design Load (PSF) Ecp B F-xp C Exp D Ka Kd GCp GC,. 0-15 197 179 163 153 139 126 -W.2 0.7 0.85 1.03 hs60 1 0.85 AA 0.18 20 197 174 159 153 135 123 -56.2 0.7 0.8 1.08 1 0.85 -1A 0.18 25 197 170 156 153 132 121 .56.2 0.7 0.94 1.12 1 0.85 -1.4 0.18 HardlePlank 5/16 9.5 0.090" shank X 0.215" HD X 1.5" hang ring shank nail' Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7116" thick WSP sheathing 6 30 197 167 163 153 129 119 -56.20.7 0.98 1.16 1 0.85 -1.4 0.18 35 193 164 151 160 127 117 -56.2 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 189. 162 149 147 125 116 -56.2 0.76 1.04 1.22 1 0.85-1.4 0.18 45 186 160 148 144 124 115 -56.2 0.785 1.085 1.245 1 o.a5 -1.4 0.18 50 183 158 146 142 122 113 -56.2 0.81 1.09 1.27 1 0.85 AA 0.18 55 181 157 145 140 121 113 -58.2 0.83 1.11 1.29 1 1 10.1151 AA 0.18 60 179 155 144 139 120 112 -56.2 0.85 1.13 1.31 1 1 10.851 AA 0.18 100 148 131 123 115 102 95 .56.2 0.99 1.26 1.43 h>80 1 0.85 -1.8 0.18 0-15 173 157 142 134 121 110 -43.1 o.7 o.a5 1.03 he-60 1 0.85 -1.4 0.18 20 173 152 139 134 118 108 -43.1 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 173 149 137 134 115 106 -43.1 0.7 0.94 1.12 1 0.85 -1.4 0.18 HardiePlank 5/16 12 0.0901, shank X 0.215" HD Blind nailed to 2X4 woad or 20 ga. steel framing, 6 30 173 146 134 134 113 104 -43.1 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 169 144 132 131 111 103 -43.1 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 166 142 131 128 110 101 -43.1 0.76 1.04 1.22 1 0.05 -11.4 0.18 45 163 140 130 126 108 100 43.1 0.785 1.065 1,245 1 0.85 -1!4 0.18 ring shank nail' WSP 7/16" thick WSP sheathing 50 161 138 128 124 107 99 -43.1 0.81 1.09 127 1 0.85 .1.4 0.1a 55 159 137 127 123 106 99 -43.1 0.83 1.11 1.29 1 0.85 AA 0.18 60 157 136 126 121 105 98 -43.1 0.85 1 1.13 1.31 1 0.65 -1.4 0.18 )till 130 115 101 89 -43.1 0.99 1 126 1 1.43 h>60 I 1 10.851 -1.8 0.18 i _ mina height = mean roof height tin feet) of a Wildina. except that eave heiaht shall be used for roof angle O less than or equal to 10" (2-12 roof slope). 2. Linear interpolation of building height $ 6011) and wind speed is permitted. 3. V s = ultimate design wind speed 4. V�d = nominal design wind speed 5. Wind speed design assumptions per Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3:1A=1, Kd=0.85, GCp l A (hs60), GCp 1.8 (h>60), GCp=0.18. 6. Fastener length shall be sufficient to penetrate back side of the WSP sheathing by at least 1/4" for nails or 3 full theads for screws. LIMITATIONS OF USE: 1) In High Velocity Hurricane Zones (HVHZ) install per Miami -Dade County Florida, NOA 17-0406.06 24 21 k �c ?p�F .FLORO!" l^. W4