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808 AMBERJACK LN RES24-0044 REVhardie install file 2 6-12-24
ESR-2290 Page 17 of 32 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) 2012 IRC, 2009 IBC/IRC, 2006 IBC/IRC (Basic Wind Speed, Vasd3,9,12,15 ) 2015 IBC/IRC and 2012 IBC (Ultimate Design Wind Speed, Vult10,11), 2021 and 2018 IBC/IRC (Basic Design Wind Speed, V13,14) PRODUCT PRODUCT DIMENSION (IN.) FASTENER TYPE4,16 FASTENING METHOD2 FRAME TYPE1,8 STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B C D B C D Hardie®Plank 5/16 61/4 No. 11 gauge, 1.75 inch long roofing Nail Blind Nailed Through top edge of plank 2X4 wood 24 0-15 147 134 121 190 172 157 20 147 130 118 190 168 153 40 141 121 111 182 156 144 60 134 116 108 172 150 139 Hardie®Plank 5/16 71/4 No. 11 gauge, 1.75 inch long roofing Nail Blind Nailed Through top edge of plank 2X4 wood 24 0-15 134 122 111 173 157 143 20 134 118 108 173 153 140 40 129 110 102 166 142 131 60 122 106 98 157 136 127 Hardie®Plank 5/16 71/2 No. 11 gauge, 1.75 inch long roofing Nail Blind Nailed Through top edge of plank 2X4 wood 24 0-15 132 119 109 170 154 140 20 132 116 106 170 150 137 40 126 108 100 163 139 129 60 119 104 96 154 134 124 Hardie®Plank 5/16 8 No. 11 gauge, 1.75 inch long roofing Nail Blind Nailed Through top edge of plank 2X4 wood 24 0-15 127 115 104 163 148 135 20 127 112 102 163 144 132 40 122 104 96 157 134 124 60 115 100 93 148 129 120 Hardie®Plank 5/16 81/4 No. 11 gauge, 1.75 inch long roofing Nail Blind Nailed Through top edge of plank 2X4 wood 24 0-15 124 113 102 161 146 132 20 124 110 100 161 142 129 40 119 102 94 154 132 122 60 113 98 91 146 126 117 Hardie®Plank 5/16 91/4 No. 11 gauge, 1.75 inch long roofing Nail Blind Nailed Through top edge of plank 2X4 wood 24 0-15 116 106 96 150 136 124 20 116 103 94 150 133 121 40 112 95 88 144 123 114 60 106 92 85 136 118 110 Hardie®Plank 5/16 91/2 No. 11 gauge, 1.75 inch long roofing Nail Blind Nailed Through top edge of plank 2X4 wood 24 0-15 114 104 94 148 134 122 20 114 101 92 148 130 119 40 110 94 87 142 121 112 60 104 90 - 134 116 - Hardie®Plank 5/16 4 No. 8 x 11/4 in. long x 0.375 in. HD ribbed waferhead screws Blind Screwed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 16 0-15 168 168 137 217 217 177 20 168 158 137 217 204 177 40 168 147 126 217 190 163 60 168 137 121 217 177 156 Hardie®Plank 5/16 6 No. 8 x 11/4 in. long x 0.375 in. HD ribbed waferhead screws Blind Screwed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 16 0-15 168 168 137 217 217 177 20 168 158 137 217 204 177 40 168 147 126 217 190 163 60 168 137 121 217 177 156 Hardie®Plank 5/16 61/4 No. 8 x 11/4 in. long x 0.375 in. HD ribbed waferhead screws Blind Screwed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 16 0-15 168 158 142 217 204 183 20 168 158 131 217 204 169 40 168 147 126 217 190 163 60 158 137 121 204 177 156 ESR-2290 Page 18 of 32 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) . 2012 IRC, 2009 IBC/IRC, 2006 IBC/IRC (Basic Wind Speed, Vasd3,9,12,15 ) 2015 IBC/IRC and 2012 IBC (Ultimate Design Wind Speed, Vult10,11), 2021 and 2018 IBC/IRC (Basic Design Wind Speed, V13,14) PRODUCT PRODUCT DIMENSION (IN.) FASTENER TYPE4,16 FASTENING METHOD2 FRAME TYPE1,8 STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B C D B C D Hardie®Plank 5/16 71/4 or 71/2 No. 8 x 11/4 in. long x 0.375 in. HD ribbed waferhead screws Blind Screwed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 16 0-15 168 152 126 217 196 163 20 168 147 116 217 190 150 40 168 137 116 217 177 150 60 158 126 110 204 163 142 Hardie®Plank 5/16 8 No. 8 x 11/4 in. long x 0.375 in. HD ribbed waferhead screws Blind Screwed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 16 0-15 168 147 116 217 190 150 20 168 137 116 217 177 150 40 158 126 105 204 163 136 60 147 121 105 190 156 136 Hardie®Plank 5/16 81/4 No. 8 x 11/4 in. long x 0.375 in. HD ribbed waferhead screws Blind Screwed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 16 0-15 168 142 121 217 183 156 20 168 137 116 217 177 150 40 158 126 110 204 163 142 60 147 116 105 190 150 136 Hardie®Plank 5/16 91/4 or 91/2 No. 8 x 11/4 in. long x 0.375 in. HD ribbed waferhead screws Blind Screwed Min. No. 20 ga. X 3.62" x 1.375" Metal C-stud 16 0-15 168 137 116 217 177 150 20 168 126 105 217 163 136 40 158 116 105 204 150 136 60 137 110 100 177 142 129 Hardie®Plank 5/16 4 No. 8 x 11/4 in. long x 0.375 in. HD ribbed waferhead screws Blind Screwed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 24 0-15 160 137 116 207 177 150 20 160 131 110 207 169 142 40 152 121 105 196 156 136 60 145 116 100 187 150 129 Hardie®Plank 5/16 6 No. 8 x 11/4 in. long x 0.375 in. HD ribbed waferhead screws Blind Screwed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 24 0-15 160 137 116 207 177 150 20 160 131 110 207 169 142 40 152 121 105 196 156 136 60 145 116 100 187 150 129 Hardie®Plank 5/16 61/4 No. 8 x 11/4 in. long x 0.375 in. HD ribbed waferhead screws Blind Screwed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 24 0-15 160 137 116 207 177 150 20 160 131 105 207 169 136 40 154 121 105 199 156 136 60 145 116 100 187 150 129 Hardie®Plank 5/16 71/4 or 71/2 No. 8 x 11/4 in. long x 0.375 in. HD ribbed waferhead screws Blind Screwed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 24 0-15 160 126 105 207 163 136 20 160 116 100 207 150 129 40 147 105 89 190 136 115 60 137 89 89 177 115 115 Hardie®Plank 5/16 8 No. 8 x 11/4 in. long x 0.375 in. HD ribbed waferhead screws Blind Screwed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 24 0-15 160 121 100 207 156 129 20 158 116 100 204 150 129 40 142 105 89 183 136 115 60 131 100 89 169 129 115 Hardie®Plank 5/16 81/4 No. 8 x 11/4 in. long x 0.375 in. HD ribbed waferhead screws Blind Screwed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 24 0-15 160 121 100 207 156 129 20 158 116 100 204 150 129 40 142 105 89 183 136 115 60 126 100 89 163 129 115 ESR-2290 Page 19 of 32 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) 2012 IRC, 2009 IBC/IRC, 2006 IBC/IRC (Basic Wind Speed, Vasd3,9,12,15 ) 2015 IBC/IRC and 2012 IBC (Ultimate Design Wind Speed, Vult10,11), 2021 and 2018 IBC/IRC (Basic Design Wind Speed, V13,14) PRODUCT PRODUCT DIMENSION (IN.) FASTENER TYPE4,16 FASTENING METHOD2 FRAME TYPE1,8 STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B C D B C D Hardie®Plank 5/16 91/4 or 91/2 No. 8 x 11/4 in. long x 0.375 in. HD ribbed waferhead screws Blind Screwed Min. No. 20 ga. x 3.62" x 1.375" Metal C-stud 24 0-15 158 116 95 204 150 123 20 147 105 89 190 136 115 40 131 95 85 169 123 110 60 121 89 85 156 115 110 Hardie®Plank 5/16 51/4 6d-2 inch long X 0.092 inch shank X 0.222 inch head diameter siding nail Blind Nailed Through top edge of plank 2 x 4 wood 16 0-15 141 128 116 182 165 150 20 141 124 114 182 160 147 40 135 116 107 174 150 138 60 128 111 103 165 143 133 Hardie®Plank 5/16 61/4 6d-2 inch long X 0.092 inch shank X 0.222 inch head diameter siding nail Blind Nailed Through top edge of plank 2 x 4 wood 16 0-15 126 114 104 163 147 134 20 126 111 102 163 143 132 40 121 103 96 156 133 124 60 114 99 92 147 128 119 Hardie®Plank 5/16 71/4 6d-2 inch long X 0.092 inch shank X 0.222 inch head diameter siding nail Blind Nailed Through top edge of plank 2 x 4 wood 16 0-15 115 104 95 148 134 123 20 115 102 93 148 132 120 40 110 94 87 142 121 112 60 104 91 - 134 117 - Hardie®Plank 5/16 71/2 6d-2 inch long X 0.092 inch shank X 0.222 inch head diameter siding nail Blind Nailed Through top edge of plank 2 x 4 wood 16 0-15 113 102 93 146 132 120 20 113 99 91 146 128 117 40 108 93 85 139 120 110 60 102 89 - 132 115 - Hardie®Plank 5/16 8 6d-2 inch long X 0.092 inch shank X 0.222 inch head diameter siding nail Blind Nailed Through top edge of plank 2 x 4 wood 16 0-15 109 99 90 141 128 116 20 109 96 87 141 124 112 40 104 89 - 134 115 - 60 99 85 - 128 110 - Hardie®Plank 5/16 81/4 6d-2 inch long X 0.092 inch shank X 0.222 inch head diameter siding nail Blind Nailed Through top edge of plank 2 x 4 wood 16 0-15 107 97 88 138 125 114 20 107 94 86 138 121 111 40 102 88 - 132 114 - 60 97 - - 125 - - Hardie®Plank 5/16 91/4 6d-2 inch long X 0.092 inch shank X 0.222 inch head diameter siding nail Blind Nailed Through top edge of plank 2 x 4 wood 16 0-15 100 90 - 129 116 - 20 100 88 - 129 114 - 40 96 - - 124 - - 60 90 - - 116 - - Hardie®Plank 5/16 91/2 6d-2 inch long X 0.092 inch shank X 0.222 inch head diameter siding nail Blind Nailed Through top edge of plank 2 x 4 wood 16 0-15 98 89 - 127 115 - 20 98 87 - 127 112 - 40 94 - - 121 - - 60 89 - - 115 - - ESR-2290 Page 20 of 32 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) 2012 IRC, 2009 IBC/IRC, 2006 IBC/IRC (Basic Wind Speed, Vasd3,9,12,15 ) 2015 IBC/IRC and 2012 IBC (Ultimate Design Wind Speed, Vult10,11), 2021 and 2018 IBC/IRC (Basic Design Wind Speed, V13,14) PRODUCT PRODUCT DIMENSION (IN.) FASTENER TYPE4,16 FASTENING METHOD2 FRAME TYPE1,8 STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B C D B C D Hardie®Plank 5/16 51/4 6d-2 inch long X 0.092 inch shank X 0.222 inch head diameter siding nail Blind Nailed Through top edge of plank 2 x 4 wood 24 0-15 115 104 95 148 134 123 20 115 102 93 148 132 120 40 110 94 87 142 121 112 60 104 91 - 134 117 - Hardie®Plank 5/16 61/4 6d-2 inch long X 0.092 inch shank X 0.222 inch head diameter siding nail Blind Nailed Through top edge of plank 2 x 4 wood 24 0-15 103 93 - 133 120 - 20 103 91 - 133 117 - 40 99 - - 128 - - 60 93 - - 120 - - Hardie®Plank 5/16 71/4 6d-2 inch long X 0.092 inch shank X 0.222 inch head diameter siding nail Blind Nailed Through top edge of plank 2 x 4 wood 24 0-15 94 85 - 121 110 - 20 94 - - 121 - - 40 90 - - 116 - - 60 85 - - 110 - - Hardie®Plank 5/16 71/2 6d-2 inch long X 0.092 inch shank X 0.222 inch head diameter siding nail Blind Nailed Through top edge of plank 2 x 4 wood 24 0-15 92 - - 119 - - 20 92 - - 119 - - 40 88 - - 114 - - 60 - - - - - - Hardie®Plank 5/16 8 6d-2 inch long X 0.092 inch shank X 0.222 inch head diameter siding nail Blind Nailed Through top edge of plank 2 x 4 wood 24 0-15 89 - - 115 - - 20 89 - - 115 - - 40 85 - - 110 - - 60 - - - - - - Hardie®Plank 5/16 81/4 6d-2 inch long X 0.092 inch shank X 0.222 inch head diameter siding nail Blind Nailed Through top edge of plank 2 x 4 wood 24 0-15 87 - - 112 - - 20 87 - - 112 - - 40 - - - - - - 60 - - - - - - Hardie®Plank 5/16 ≤81/4 0.092" shank X 0.222" HD X 2.5" long galv. nail face nailed through plank overlap 2 x 4 wood 16 0-15 153 138 126 198 178 163 20 153 135 123 198 174 159 40 146 125 116 188 161 150 60 138 120 112 178 155 145 Hardie®Plank 5/16 91/4 0.092" shank X 0.222" HD X 2.5" long galv. nail face nailed through plank overlap 2 x 4 wood 16 0-15 143 130 118 185 168 152 20 143 126 115 185 163 148 40 137 117 108 177 151 139 60 130 113 105 168 146 136 ESR-2290 Page 21 of 32 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) 2012 IRC, 2009 IBC/IRC, 2006 IBC/IRC (Basic Wind Speed, Vasd3,9,12,15 ) 2015 IBC/IRC and 2012 IBC (Ultimate Design Wind Speed, Vult10,11), 2021 and 2018 IBC/IRC (Basic Design Wind Speed, V13,14) PRODUCT PRODUCT DIMENSION (IN.) FASTENER TYPE4,16 FASTENING METHOD2 FRAME TYPE1,8 STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B C D B C D Hardie®Plank 5/16 91/2 0.092" shank X 0.222" HD X 2.5" long galv. nail face nailed through plank overlap 2 x 4 wood 16 0-15 141 128 116 182 165 150 20 141 124 113 182 160 146 40 135 116 107 174 150 138 60 128 111 103 165 143 133 Hardie®Plank 5/16 12 0.092" shank X 0.222" HD X 2.5" long galv. nail face nailed through plank overlap 2 x 4 wood 16 0-15 123 112 101 159 144 131 20 123 108 99 159 140 128 40 118 101 934 152 130 120 60 112 97 90 144 125 116 Hardie®Plank 5/16 ≤81/4 8d ring shank box nail, 0.113" shank X 0.260" HD X 2.375" L face nailed through plank overlap 2 x 4 wood6 16 0-15 203 184 167 262 238 216 20 203 179 163 262 231 210 40 194 166 153 250 214 198 60 184 159 148 238 205 191 Hardie®Plank 5/16 ≤81/4 8d ring shank box nail, 0.113" shank X 0.260" HD X 2.375" L face nailed through plank overlap 2 x 4 wood6 24 0-15 166 151 137 214 195 177 20 166 146 134 214 188 173 40 159 136 126 205 176 163 60 151 131 121 195 169 156 Hardie®Plank 5/16 ≤81/4 0.092" shank X 0.222" HD X 2" long galv. nail face nailed through plank overlap 2 x 4 wood6 16 0-15 151 137 125 195 177 161 20 151 133 122 195 172 158 40 145 124 115 187 160 148 60 137 119 111 177 154 143 Hardie®Plank 5/16 ≤81/4 0.092" shank X 0.222" HD X 2.5" long galv. nail face nailed through plank overlap 2 x 4 wood6 16 0-15 187 170 154 241 219 199 20 187 165 151 241 213 195 40 180 154 142 232 199 183 60 170 147 137 219 190 177 Hardie®Plank 5/16 51/4 No. 8 X 1-5/8" long X 0.375" HD ribbed wafer head screw5 blind screw through top edge of plank at 12 in. on center Attached to 7/16" wood structural panel sheathing only 7/16" WSP attached per code 0-15 207 188 171 267 243 221 20 207 183 167 267 236 216 40 199 170 157 257 219 203 60 188 163 152 243 210 196 Hardie®Plank 5/16 61/4 No. 8 X 1-5/8" long X 0.375" HD ribbed wafer head screw5 blind screw through top edge of plank at 12 in. on center Attached to 7/16" wood structural panel sheathing only 7/16" WSP attached per code 0-15 183 166 151 236 214 195 20 183 161 147 236 208 190 40 176 150 139 227 194 179 60 166 144 134 214 186 173 Hardie®Plank 5/16 71/4 No. 8 X 1-5/8" long X 0.375" HD ribbed wafer head screw5 blind screw through top edge of plank at 12 in. on center Attached to 7/16" wood structural panel sheathing only 7/16" WSP attached per code 0-15 165 150 136 213 194 176 20 165 145 133 213 187 172 40 158 135 125 204 174 161 60 150 130 120 194 168 155 Hardie®Plank 5/16 81/4 No. 8 X 1-5/8" long X 0.375" HD ribbed wafer head screw5 blind screw through top edge of plank at 12 in. on center Attached to 7/16" wood structural panel sheathing only 7/16" WSP attached per code 0-15 150 136 124 194 176 160 20 150 133 121 194 172 156 40 144 123 114 186 159 147 60 136 118 110 176 152 142 ESR-2290 Page 22 of 32 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) 2012 IRC, 2009 IBC/IRC, 2006 IBC/IRC (Basic Wind Speed, Vasd3,9,12,15 ) 2015 IBC/IRC and 2012 IBC (Ultimate Design Wind Speed, Vult10,11), 2021 and 2018 IBC/IRC (Basic Design Wind Speed, V13,14) PRODUCT PRODUCT DIMENSION (IN.) FASTENER TYPE4,16 FASTENING METHOD2 FRAME TYPE1,8 STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B C D B C D Hardie®Plank 5/16 91/4 No. 8 X 1-5/8" long X 0.375" HD ribbed wafer head screw5 blind screw through top edge of plank at 12 in. on center Attached to 7/16" wood structural panel sheathing only 7/16" WSP attached per code 0-15 139 126 114 179 163 147 20 139 122 112 179 158 145 40 133 114 105 172 147 136 60 126 109 101 163 141 130 Hardie®Plank 5/16 ≤81/4 0.090" shank X 0.215" HD X 1.5" long ring shank nail5 blind nail through top edge of plank at 8 in. on center Attached to 7/16" wood structural panel sheathing only 7/16" WSP attached per code 0-15 145 132 120 187 170 155 20 145 128 117 187 165 151 40 139 119 110 179 154 142 60 132 114 106 170 147 137 Hardie®Plank 5/16 ≤81/4 0.090" shank X 0.215" HD X 1.5" long ring shank nail5 blind nail through top edge of plank at 6 in. on center Attached to 7/16" wood structural panel sheathing only 7/16" WSP attached per code 0-15 166 150 137 214 194 177 20 166 146 133 214 188 172 40 159 136 125 205 176 161 60 150 130 121 194 168 156 Hardie®Plank 5/16 ≤ 91/2 0.091" shank, 0.221" HD, 1.5" long ring shank nail5 Face Nailed through the overlap at 12" o.c. Attached to 7/16" wood7/16 structural panel sheathing only 7/16" WSP attached per code 0-15 100 91 - 129 117 - 20 100 88 - 129 114 - 40 96 - - 124 - - 60 91 - - 117 - - Hardie®Plank 5/16 51/4 HardieNail Studless Siding Fastener (TetraGrip), .117” x 1.125” x .3” (PART #650867 or #650964) blind nail through top edge of plank at 12 in. on center Attached to 7/16" wood structural panel sheathing only 7/16" WSP attached per code 0-15 161 146 132 207 188 171 20 161 142 129 207 183 167 40 154 132 122 199 170 157 60 146 126 117 188 163 152 Hardie®Plank 5/16 51/4 HardieNail Studless Siding Fastener (TetraGrip), .117” x 1.125” x .3” (PART #650867 or #650964) blind nail through top edge of plank at 16 in. on center Attached to 7/16" wood structural panel sheathing only 7/16" WSP attached per code 0-15 146 133 120 189 171 156 20 146 129 118 189 166 152 40 140 120 111 181 155 143 60 133 115 107 171 148 138 Hardie®Plank 5/16 51/4 HardieNail Studless Siding Fastener (TetraGrip), .117” x 1.125” x .3” (PART #650867 or #650964) blind nail through top edge of plank at 20 in. on center Attached to 7/16" wood structural panel sheathing only 7/16" WSP attached per code 0-15 137 124 113 176 160 145 20 137 120 110 176 156 142 40 131 112 103 169 145 134 60 124 108 100 160 139 129 Hardie®Plank 5/16 51/4 HardieNail Studless Siding Fastener (TetraGrip), .117” x 1.125” x .3” (PART #650867 or #650964) blind nail through top edge of plank at 24 in. on center Attached to 7/16" wood structural panel sheathing only 7/16" WSP attached per code 0-15 130 118 107 168 152 138 20 130 115 105 168 148 135 40 125 107 99 161 138 127 60 118 102 95 152 132 123 ESR-2290 Page 23 of 32 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) 2012 IRC, 2009 IBC/IRC, 2006 IBC/IRC (Basic Wind Speed, Vasd3,9,12,15 ) 2015 IBC/IRC and 2012 IBC (Ultimate Design Wind Speed, Vult10,11), 2021 and 2018 IBC/IRC (Basic Design Wind Speed, V13,14) PRODUCT PRODUCT DIMENSION (IN.) FASTENER TYPE4,16 FASTENING METHOD2 FRAME TYPE1,8 STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B C D B C D Hardie®Plank 5/16 61/4 HardieNail Studless Siding Fastener (TetraGrip), .117” x 1.125” x .3” (PART #650867 or #650964) blind nail through top edge of plank at 12 in. on center Attached to 7/16" wood structural panel sheathing only 7/16" WSP attached per code 0-15 148 135 122 192 174 158 20 148 131 119 192 169 154 40 142 122 112 184 157 145 60 135 117 108 174 151 140 Hardie®Plank 5/16 61/4 HardieNail Studless Siding Fastener (TetraGrip), .117” x 1.125” x .3” (PART #650867 or #650964) blind nail through top edge of plank at 16 in. on center Attached to 7/16" wood structural panel sheathing only 7/16" WSP attached per code 0-15 134 122 111 173 157 143 20 134 118 108 173 153 139 40 129 110 102 166 142 131 60 122 106 98 157 136 127 Hardie®Plank 5/16 61/4 HardieNail Studless Siding Fastener (TetraGrip), .117” x 1.125” x .3” (PART #650867 or #650964) blind nail through top edge of plank at 20 in. on center Attached to 7/16" wood structural panel sheathing only 7/16" WSP attached per code 0-15 125 113 103 161 146 133 20 125 110 100 161 142 130 40 120 102 94 154 132 122 60 113 98 91 146 127 118 Hardie®Plank 5/16 61/4 HardieNail Studless Siding Fastener (TetraGrip), .117” x 1.125” x .3” (PART #650867 or #650964) blind nail through top edge of plank at 24 in. on center Attached to 7/16" wood structural panel sheathing only 7/16" WSP attached per code 0-15 118 107 97 152 138 126 20 118 104 95 152 134 123 40 113 97 89 146 125 115 60 107 93 86 138 120 111 Hardie®Plank 5/16 71/4 HardieNail Studless Siding Fastener (TetraGrip), .117” x 1.125” x .3” (PART #650867 or #650964) blind nail through top edge of plank at 12 in. on center Attached to 7/16" wood structural panel sheathing only 7/16" WSP attached per code 0-15 140 127 115 180 164 149 20 140 123 113 180 159 145 40 134 115 106 173 148 137 60 127 110 102 164 142 132 Hardie®Plank 5/16 71/4 HardieNail Studless Siding Fastener (TetraGrip), .117” x 1.125” x .3” (PART #650867 or #650964) blind nail through top edge of plank at 16 in. on center Attached to 7/16" wood structural panel sheathing only 7/16" WSP attached per code 0-15 125 114 103 162 147 134 20 125 111 101 162 143 130 40 120 103 95 155 133 123 60 114 99 92 147 128 118 Hardie®Plank 5/16 71/4 HardieNail Studless Siding Fastener (TetraGrip), .117” x 1.125” x .3” (PART #650867 or #650964) blind nail through top edge of plank at 20 in. on center Attached to 7/16" wood structural panel sheathing only 7/16" WSP attached per code 0-15 116 105 96 150 136 123 20 116 102 93 150 132 121 40 111 95 88 144 123 113 60 105 91 - 136 118 - Hardie®Plank 5/16 71/4 HardieNail Studless Siding Fastener (TetraGrip), .117” x 1.125” x .3” (PART #650867 or #650964) blind nail through top edge of plank at 24 in. on center Attached to 7/16" wood structural panel sheathing only 7/16" WSP attached per code 0-15 109 99 90 141 128 116 20 109 96 88 141 125 114 40 105 90 - 136 116 - 60 99 86 - 128 111 - Hardie®Plank 5/16 81/4 HardieNail Studless Siding Fastener (TetraGrip), .117” x 1.125” x .3” (PART #650867 or #650964) blind nail through top edge of plank at 12 in. on center Attached to 7/16" wood structural panel sheathing only 7/16" WSP attached per code 0-15 133 121 110 172 156 142 20 133 117 107 172 152 138 40 128 109 101 165 141 130 60 121 105 97 156 135 126 ESR-2290 Page 24 of 32 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) 2012 IRC, 2009 IBC/IRC, 2006 IBC/IRC (Basic Wind Speed, Vasd3,9,12,15 ) 2015 IBC/IRC and 2012 IBC (Ultimate Design Wind Speed, Vult10,11), 2021 and 2018 IBC/IRC (Basic Design Wind Speed, V13,14) PRODUCT PRODUCT DIMENSION (IN.) FASTENER TYPE4,16 FASTENING METHOD2 FRAME TYPE1,8 STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B C D B C D Hardie®Plank 5/16 81/4 HardieNail Studless Siding Fastener (TetraGrip), .117” x 1.125” x .3” (PART #650867 or #650964) blind nail through top edge of plank at 16 in. on center Attached to 7/16" wood structural panel sheathing only 7/16" WSP attached per code 0-15 119 108 98 154 139 127 20 119 105 96 154 136 124 40 114 98 90 147 126 116 60 108 94 87 139 121 112 Hardie®Plank 5/16 81/4 HardieNail Studless Siding Fastener (TetraGrip), .117” x 1.125” x .3” (PART #650867 or #650964) blind nail through top edge of plank at 20 in. on center Attached to 7/16" wood structural panel sheathing only 7/16" WSP attached per code 0-15 110 99 90 141 128 117 20 110 97 88 141 125 114 40 105 90 - 136 116 - 60 99 86 - 128 111 - Hardie®Plank 5/16 81/4 HardieNail Studless Siding Fastener (TetraGrip), .117” x 1.125” x .3” (PART #650867 or #650964) blind nail through top edge of plank at 24 in. on center Attached to 7/16" wood structural panel sheathing only 7/16" WSP attached per code 0-15 103 93 - 133 120 - 20 103 91 - 133 117 - 40 99 - - 127 - - 60 93 - - 120 - - Hardie®Plank 5/16 91/4 HardieNail Studless Siding Fastener (TetraGrip), .117” x 1.125” x .3” (PART #650867 or #650964) blind nail through top edge of plank at 12 in. on center Attached to 7/16" wood structural panel sheathing only 7/16" WSP attached per code 0-15 128 116 106 165 150 136 20 128 113 103 165 146 133 40 123 105 97 159 136 125 60 116 101 94 150 130 121 Hardie®Plank 5/16 91/4 HardieNail Studless Siding Fastener (TetraGrip), .117” x 1.125” x .3” (PART #650867 or #650964) blind nail through top edge of plank at 16 in. on center Attached to 7/16" wood structural panel sheathing only 7/16" WSP attached per code 0-15 114 103 94 147 133 121 20 114 100 92 147 130 118 40 109 93 86 141 121 111 60 103 90 - 133 116 - Hardie®Plank 5/16 91/4 HardieNail Studless Siding Fastener (TetraGrip), .117” x 1.125” x .3” (PART #650867 or #650964) blind nail through top edge of plank at 20 in. on center Attached to 7/16" wood structural panel sheathing only 7/16" WSP attached per code 0-15 104 95 86 135 122 111 20 104 92 - 135 119 - 40 100 86 - 129 111 - 60 95 - - 122 - - Hardie®Plank 5/16 91/4 HardieNail Studless Siding Fastener (TetraGrip), .117” x 1.125” x .3” (PART #650867 or #650964) blind nail through top edge of plank at 24 in. on center Attached to 7/16" wood structural panel sheathing only 7/16" WSP attached per code 0-15 98 89 - 126 114 - 20 98 86 - 126 111 - 40 94 - - 121 - - 60 89 - - 114 - - ESR-2290 Page 25 of 32 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) 2012 IRC, 2009 IBC/IRC, 2006 IBC/IRC (Basic Wind Speed, Vasd3,9,12,15 ) 2015 IBC/IRC and 2012 IBC (Ultimate Design Wind Speed, Vult10,11), 2021 and 2018 IBC/IRC (Basic Design Wind Speed, V13,14) PRODUCT PRODUCT DIMENSION (IN.) FASTENER TYPE4,16 FASTENING METHOD2 FRAME TYPE1,8 STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE CATEGORY EXPOSURE CATEGORY THICK. WIDTH B C D B C D Artisan® Lap 5/8 71/4 6d 0.092" shank X 0.219" HD X 2.0" long galv. Nail blind nail through top edge of plank 2X4 Wood7 16 0-15 141 128 116 182 165 150 20 141 124 114 182 161 147 40 135 116 107 175 149 138 60 128 111 103 165 143 133 Artisan® Lap 5/8 81/4 6d 0.092" shank X 0.219" HD X 2.0" long galv. Nail blind nail through top edge of plank 2X4 Wood7 16 0-15 130 118 108 168 153 139 20 130 115 105 168 149 136 40 125 107 99 162 138 128 60 118 103 95 153 133 123 Artisan® Lap 5/8 71/4 6d 0.092" shank X 0.219" HD X 2.0" long galv. nail blind nail through top edge of plank 2X4 Wood7 24 0-15 115 105 95 149 135 123 20 115 102 93 149 131 120 40 111 94 87 143 122 113 60 105 91 - 135 117 - Artisan® Lap 5/8 81/4 6d 0.092" shank X 0.219" HD X 2.0" long galv. nail blind nail through top edge of plank 2X4 Wood7 24 0-15 107 97 88 138 125 113 20 107 94 86 138 121 111 40 102 87 - 132 113 - 60 97 - - 125 - - Artisan® Lap 5/8 71/4 8d 0.092" shank X 0.219" HD X 2.5" long galv. Nail blind nail through top edge of plank 2X4 Wood7 16 0-15 165 149 136 213 193 175 20 165 145 133 213 188 171 40 158 135 125 204 174 161 60 149 130 120 193 167 155 Artisan® Lap 5/8 71/4 8d 0.092" shank X 0.219" HD X 2.5" long galv. nail blind nail through top edge of plank 2X4 Wood7 24 0-15 135 122 111 174 158 143 20 135 119 108 174 153 140 40 129 110 102 167 142 132 60 122 106 98 158 137 127 Artisan® Lap 5/8 81/4 8d 0.092" shank X 0.219" HD X 2.5" long galv. nail blind nail through top edge of plank 2X4 Wood7 24 0-15 117 106 97 151 137 125 20 117 103 94 151 134 122 40 113 96 89 145 124 115 60 106 92 86 137 119 111 For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 m/s. 1Values are for species of wood having a specific gravity of 0.42 or greater, unless otherwise noted. 2Face = Fastened through the overlapping plank. Blind = Fastened through the top edge of single plank. 3Wind speed design assumptions per Section 6.5, Method 2, of ASCE 7-05: I = 1.0, Kzt = 1, Kd = 0.85, GCpi = 0.18., GCp=-1.4. 4ET&F pin fasteners have knurled shanks. 5Fastener length shall be sufficient to penetrate back side of the minimum 7/16" WSP sheathing by at least ¼” for nails or 3 full threads for screws. 6Values are for species of wood having a specific gravity of 0.50 or greater. 7Values are for species of wood having a specific gravity of 0.40 or greater. 8Metal studs must be minimum Fy = 33 ksi. 9Vasd = nominal design wind speed. 10Vult = ultimate design wind speed. 11Wind speed design assumptions per Section 30.4, of ASCE 7-10: Kzt = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4. 122015 and 2012 IBC Section 1609.3.1, Eqn. 16-33, Vasd=Vult √0.6 13V = basic design wind speed 14Wind speed design assumptions per Section 30.3, of ASCE 7-16: Kzt = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4. 152021 IBC Section 1609.3.1, Eqn. 16-17 and 2018 IBC Section 1609.3.1, Eqn. 16-33, Vasd =𝑉𝑉 √0.6 16Smooth-shank stainless steel nails are outside of the scope of this report. ESR-2290 Page 26 of 32 TABLE 5—(Vasd 100 MPH; Vult / V 129 MPH)3 ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL1,2,4,5 Building Height (feet) <61/2-inch wide 71/4- & 71/2-inch wide 8- & 81/4-inch wide 91/4- & 91/2-inch wide Exposure Exposure Exposure Exposure B C D B C D B C D B C D 0-15 20 30 40 50 60 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 23 22 22 24 24 24 24 24 24 24 24 24 24 22 22 24 23 21 20 19 19 24 24 24 24 24 24 24 24 22 21 20 19 21 20 19 18 17 17 24 24 24 24 24 23 23 21 20 19 18 17 19 18 17 16 15 15 For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 m/s. 1Hardie®Plank Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM-144-125, head diameter. = 0.30 in., shank diameter. = 0.144 in., length = 1.25-in. long), Max System block Nail (CP-C 832 W7-ICC, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.3 in.), Aerosmith SurePin block nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.25 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in., shank diameter = 0.145 in., length = 1.25 in.). 2Artisan® Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM-144-150, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.5-in. long), Max System block Nail (CP-C 838 W7-ICC, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.5 in.), Aerosmith SurePin block Nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.5 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in., shank diameter = 0.145 in., length = 1.5 in.). 3 Maximum nominal design wind speed (Vasd) shall be 100 mph. Maximum ultimate design wind speed (Vult) and basic design wind speed (V) shall be 129 mph. 4Interpolation of spacing to address building height and other plank widths is permitted. 5The lap conceals the fasteners of the previous course (Blind Nailed). TABLE 6—(Vasd 110 MPH; Vult / V 142 MPH)3 ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL1,2,4,5 Building Height (feet) <61/2-inch wide 71/4- & 71/2-inch wide 8- & 81/4-inch wide 91/4- & 91/2-inch wide Exposure Exposure Exposure Exposure B C D B C D B C D B C D 0-15 20 30 40 50 60 24 24 24 24 24 24 24 24 24 22 21 20 22 21 20 19 18 18 24 24 24 24 24 23 24 22 20 19 18 18 19 18 17 16 16 15 24 24 24 24 22 21 21 20 18 17 16 16 17 16 15 15 14 14 23 23 23 21 20 19 19 18 16 15 14 14 15 15 14 13 12 12 For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 m/s. 1Hardie®Plank Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM-144-125, head diameter. = 0.30 in., shank diameter. = 0.144 in., length = 1.25-in. long), Max System block Nail (CP-C 832 W7-ICC, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.3 in.), Aerosmith SurePin block nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.25 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in., shank diameter = 0.145 in., length = 1.25 in.). 2Artisan® Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM-144-150, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.5-in. long), Max System block Nail (CP-C 838 W7-ICC, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.5 in.), Aerosmith SurePin block Nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.5 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in., shank diameter = 0.145 in., length = 1.5 in.). 3Maximum nominal design wind speed (Vasd) shall be 110 mph Maximum ultimate design wind speed (Vult) and basic design wind speed (V) shall be 142 mph. 4Interpolation to address building height and other plank widths is permitted. 5The lap conceals the fasteners of the previous course (Blind Nailed). TABLE 7—( Vasd 120 MPH; Vult / V 155 MPH)3 ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL1,3,4 Building Height (feet) <61/2-inch wide 71/4- & 71/2-inch wide 8- & 81/4-inch wide 91/4- & 91/2-inch wide Exposure Exposure Exposure Exposure B C D B C D B C D B C D 0-15 20 30 40 50 60 24 24 24 24 24 23 23 22 20 19 18 17 19 18 17 16 16 15 24 24 24 22 21 20 20 19 17 16 16 15 17 16 15 14 13 13 21 21 21 20 18 18 18 17 15 14 14 13 15 14 13 12 12 11 19 19 19 18 17 16 16 15 14 13 12 12 13 12 12 11 11 10 For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 m/s. 1Hardie®Plank Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM-144-125, head diameter. = 0.30 in., shank diameter. = 0.144 in., length = 1.25-in. long), Max System block Nail (CP-C 832 W7-ICC, head diameter. = 0.30 in., shank diameter. = 0.15 in., length = 1.3 in.). Aerosmith SurePin block nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.25 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in., shank diameter = 0.145 in., length = 1.25 in.). 2Artisan® Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM-144-150, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.5-in. long), Max System block Nail (CP-C 838 W7-ICC, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.5 in.), Aerosmith SurePin block Nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.5 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in., shank diameter = 0.145 in., length = 1.5 in.). 3Maximum nominal design wind speed (Vasd) shall be 120 mph. Maximum ultimate design wind speed (Vult) and basic design wind speed (V) shall be 155 mph. 4Interpolation to address building height and other plank widths is permitted. 5The lap conceals the fasteners of the previous course (Blind Nailed). ESR-2290 Page 27 of 32 TABLE 8—( Vasd 130 MPH; Vult / V 168 MPH)3 ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL1,2,4,5 Building Height (feet) <61/2-inch wide 71/4- & 71/2-inch wide 8- & 81/4-inch wide 91/4- & 91/2-inch wide Exposure Exposure Exposure Exposure B C D B C D B C D B C D 0-15 20 30 40 50 60 24 24 24 22 21 20 20 19 17 16 15 15 16 15 14 14 13 13 21 21 21 19 18 17 17 16 15 14 13 13 14 13 12 12 11 11 18 18 18 17 16 15 15 14 13 12 12 11 12 12 11 11 10 10 16 16 16 15 14 13 14 13 12 11 11 10 11 11 10 9 9 9 For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 m/s. 1Hardie®Plank Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM-144-125, head dia. = 0.30 in., shank dia. = 0.144 in., length = 1.25-in. long), Max System block Nail (CP-C 832 W7-ICC, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.3 in.), Aerosmith SurePin block nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.25 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in., shank diameter = 0.145 in., length = 1.25 in.). 2Artisan® Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM-144-150, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.5-in. long), Max System block Nail (CP-C 838 W7-ICC, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.5 in.), Aerosmith SurePin block Nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.5 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in., shank diameter = 0.145 in., length = 1.5 in.). 3Maximum nominal design wind speed shall be 130 mph. Maximum ultimate design wind speed (Vult) and basic design wind speed (V) shall be 168 mph. 4Interpolation to address building height and other plank widths is permitted. 5The lap conceals the fasteners of the previous course (Blind Nailed). TABLE 9—(Vasd 140 MPH; Vult/ V 181 MPH)3 ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL1,2,4,5 Building Height (feet) <61/2-inch wide 71/4- & 71/2-inch wide 8- & 81/4-inch wide 91/4- & 91/2-inch wide Exposure Exposure Exposure Exposure B C D B C D B C D B C D 0-15 20 30 40 50 60 21 21 21 19 18 17 17 16 15 14 13 13 14 13 12 12 11 11 18 18 18 16 15 15 15 14 13 12 11 11 12 12 11 10 10 10 16 16 16 15 14 13 13 12 11 11 10 10 11 10 10 9 9 9 14 14 14 13 12 12 12 11 10 9 9 9 10 9 9 8 8 8 For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 m/s. 1Hardie®Plank Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM-144-125, head diameter. = 0.30 in., shank diameter. = 0.144 in., length = 1.25-in. long), Max System block Nail (CP-C 832 W7-ICC, head diameter. = 0.30 in., shank diameter. = 0.15 in., length = 1.3 in.), Aerosmith SurePin block nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.25 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in., shank diameter = 0.145 in., length = 1.25 in.). 2Artisan® Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM-144-150, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.5-in. long), Max System block Nail (CP-C 838 W7-ICC, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.5 in.), Aerosmith SurePin block Nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.5 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in., shank diameter = 0.145 in., length = 1.5 in.). 3Maximum nominal design wind speed shall be 140 mph. Maximum ultimate design wind speed (Vult) and basic design wind speed (V) shall be 181 mph. 4Interpolation to address building height and other plank widths is permitted. 5The lap conceals the fasteners of the previous course (Blind Nailed). TABLE 10—(Vasd 150 MPH; Vult / V 194 MPH)3 ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL1,2,4,5 Building Height (feet) <61/2-inch wide 71/4- & 71/2-inch wide 8- & 81/4-inch wide 91/4- & 91/2-inch wide Exposure Exposure Exposure Exposure B C D B C D B C D B C D 0-15 20 30 40 50 60 18 18 18 16 15 15 15 14 13 12 12 11 12 12 11 10 10 10 16 16 16 14 13 13 13 12 11 10 10 10 11 10 9 9 9 8 14 14 14 13 12 11 11 11 10 9 9 8 9 9 8 8 8 7 12 12 12 11 11 10 10 10 9 8 8 8 8 8 7 7 7 7 For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 m/s. 1Hardie®Plank Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM-144-125, head diameter. = 0.30 in., shank diameter. = 0.144 in., length = 1.25-in. long), Max System block Nail (CP-C 832 W7-ICC, head dia. = 0.30 in., shank dia. = 0.145 in., length = 1.3 in.), Aerosmith SurePin block nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.25 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in., shank diameter = 0.145 in., length = 1.25 in.). 2Artisan® Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM-144-150, head diameter. = 0.30 in., shank diameter. = 0.144 in., length = 1.5-in. long), Max System block Nail (CP-C 838 W7-ICC, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.5 in.), Aerosmith SurePin block Nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.5 in.), or Jaaco NailPro (NP145S head diameter = 0.30 in., shank diameter = 0.145 in., length = 1.5 in.). 3Maximum nominal design wind speed shall be 150 mph. Maximum ultimate design wind speed (Vult) and basic design wind speed (V) shall be 194 mph. 4Interpolation to address building height and other plank widths is permitted. 5The lap conceals the fasteners of the previous course (Blind Nailed). ESR-2290 Page 28 of 32 TABLE 11—ALLOWABLE BASIC WIND SPEEDS (mph) FOR HARDIE®SHINGLE INDIVIDUAL SHINGLE EXTERIOR WALL FINISH 2012 IRC, 2009 IBC/IRC, 2006 IBC/IRC (Basic Wind Speed, Vasd1,2,5,8) 2015 IBC/IRC and 2012 IBC (Ultimate Design Wind Speed, Vult3,4), 2021 and 2018 IBC/IRC (Basic Design Wind Speed, V6,7) Sheathing Type Siding Fastener Type Weather Exposure and Fastener Location Height of Building (feet) Exposure Category Exposure Category B C B C Minimum 15/32 inch thick plywood complying with DOC PS 1-95 Min. 0.121 in. shank x 0.371 in. HD x 11/4 in. long corrosion resistant roofing Nail 8 inch exposure 2 roofing nails 9 inches from butt edge 0-15 126 110 163 142 20 126 105 163 136 40 126 95 163 123 60 126 89 163 115 7 inch exposure 2 roofing nails 8 inches from butt edge 0-15 126 126 163 163 20 126 121 163 156 40 126 110 163 142 60 126 105 163 136 6 inch exposure 2 roofing nails 7 inches from butt edge 0-15 126 126 163 163 20 126 126 163 163 40 126 121 163 156 60 126 116 163 150 5 inch exposure 2 roofing nails 6 inches from butt edge 0-15 126 126 163 163 20 126 126 163 163 40 126 121 163 156 60 126 116 163 150 For SI: 1 foot = 305 mm, 1 inch = 25.4 mm, 1 mph = 0.44 m/s. 1Wind speed design assumptions per Section 6.5, Method 2, of ASCE 7-05: I = 1.0, Kzt = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4. 2Vasd = nominal design wind speed. 3Vult = ultimate design wind speed. 4Wind speed design assumptions per Section 30.4, of ASCE 7-10: Kzt = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4. 5 2015 and 2012 IBC Section 1609.3.1, Eqn. 16-33, Vasd =Vult √0.6 6 V = basic design wind speed 7 Wind speed design assumptions per Section 30.3, of ASCE 7-16: Kzt = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4. 8 2021 IBC Section 1609.3.1, Eqn. 16-17 and 2018 IBC Section 1609.3.1, Eqn. 16-33, Vasd =𝑉𝑉 √0.6 9 Smooth-shank stainless steel nails are outside of the scope of this report TABLE 12—ALLOWABLE BASIC WIND SPEEDS (MPH) FOR HARDIE®SHINGLE INDIVIDUAL SHINGLE EXTERIOR WALL FINISH 2012 IRC, 2009 IBC/IRC, 2006 IBC/IRC (Basic Wind Speed, Vasd1,2,5,8) 2015 IBC/IRC and 2012 IBC (Ultimate Design Wind Speed, Vult3,4), 2021 and 2018 IBC/IRC (Basic Design Wind Speed, V6,7) Sheathing Type Siding Fastener Type Weather Exposure and Fastener Location Height of Building (feet) Exposure Category Exposure Category B C B C Minimum 7/16 inch thick OSB sheathing complying with DOC-PS 2-95 Min. 0.091 in. shank x 0.221 in. HD x 11/2 in. long corrosion resistant siding Nail 8 inch exposure 2 siding nails 9 inches from butt edge 0-15 126 89 163 115 20 126 89 163 115 40 105 85 136 110 60 100 129 7 inch exposure 2 siding nails 8 inches from butt edge 0-15 126 105 163 136 20 126 100 163 129 40 121 95 156 123 60 116 89 150 115 6 inch exposure 2 siding nails 7 inches from butt edge 0-15 126 116 163 150 20 126 110 163 142 40 126 105 163 136 60 126 95 163 123 5 inch exposure 2 siding nails 6 inches from butt edge 0-15 126 116 163 150 20 126 110 163 142 40 126 105 163 136 60 126 95 163 123 For SI: 1 foot = 305 mm, 1 inch = 25.4 mm, 1 mph = 0.44 m/s. 1Wind speed design assumptions per Section 6.5, Method 2, of ASCE 7-05: I = 1.0, Kzt = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4. 2Vasd = nominal design wind speed. 3Vult = ultimate design wind speed. 4Wind speed design assumptions per Section 30.4, of ASCE 7-10: Kzt = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4. 5 2015 and 2012 IBC Section 1609.3.1, Eqn. 16-33, Vasd =Vult √0.6 6 V = basic design wind speed 7 Wind speed design assumptions per Section 30.3, of ASCE 7-16: Kzt = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4. 8 2021 IBC Section 1609.3.1, Eqn. 16-17 and 2018 IBC Section 1609.3.1, Eqn. 16-33, Vasd =𝑉𝑉 √0.6 9 Smooth-shank stainless steel nails are outside of the scope of this report ESR-2290 Page 29 of 32 TABLE 13—ALLOWABLE BASIC WIND SPEEDS (MPH) FOR HARDIE®SHINGLE INDIVIDUAL SHINGLE EXTERIOR WALL FINISH 2012 IRC, 2009 IBC/IRC, 2006 IBC/IRC (Basic Wind Speed, Vasd1,2,5,8) 2015 IBC/IRC and 2012 IBC (Ultimate Design Wind Speed, Vult3,4), 2021 and 2018 IBC/IRC (Basic Design Wind Speed, V6,7) Sheathing Type Siding Fastener Type Weather Exposure and Fastener Location Height of Building (feet) Exposure Category Exposure Category B C B C Minimum 7/16 inch thick OSB sheathing complying with DOC-PS 2-95 Min. 0.091 in. shank x 0.221 in. HD x 11/2 in. long corrosion resistant siding Nail 8 inch exposure, 3 nails for shingles greater than 8 in. wide, 2 nails for shingles 8 in. wide and narrower, 9 inches from drip edge 0-15 116 116 150 150 20 110 110 142 142 40 100 100 129 129 60 95 95 123 123 7 inch exposure 3 nails for shingles greater than 8 in. wide, 2 nails for shingles 8 in. wide and narrower, 8 inches from drip edge 0-15 126 126 163 163 20 121 121 156 156 40 110 110 142 142 60 105 105 136 136 6 inch exposure 3 nails for shingles greater than 8 in. wide, 2 nails for shingles 8 in. wide and narrower, 7 inches from drip edge 0-15 126 126 163 163 20 126 126 163 163 40 126 126 163 163 60 121 121 156 156 5 inch exposure 3 nails for shingles greater than 8 in. wide, 2 nails for shingles 8 in. wide and narrower, 6 inches from drip edge 0-15 126 126 163 163 20 126 126 163 163 40 126 126 163 163 60 121 121 156 156 For SI: 1 foot = 305 mm, 1 inch = 25.4 mm, 1 mph = 0.44 m/s. 1Wind speed design assumptions per Section 6.5, Method 2, of ASCE 7-05: I = 1.0, Kzt = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4. 2Vasd = nominal design wind speed. 3Vult = ultimate design wind speed. 4Wind speed design assumptions per Section 30.4, of ASCE 7-10: Kzt = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4. 5 2015 and 2012 IBC Section 1609.3.1, Eqn. 16-33, Vasd =Vult √0.6 6 V = basic design wind speed 7 Wind speed design assumptions per Section 30.3, of ASCE 7-16: Kzt = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4. 8 2021 IBC Section 1609.3.1, Eqn. 16-17 and 2018 IBC Section 1609.3.1, Eqn. 16-33, Vasd =𝑉𝑉 √0.6 9 Smooth-shank stainless steel nails are outside of the scope of this report ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2024 ICC Evaluation Service, LLC. All rights reserved. Page 30 of 32 ICC-ES Evaluation Report ESR-2290 CBC and CRC Supplement Reissued March 2024 This report is subject to renewal March 2026. www.icc-es.org | (800) 423-6587 | (562) 699-0543 A Subsidiary of the International Code Council ® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 16 00—Sheathing DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 46 46—Fiber-Cement Siding REPORT HOLDER: JAMES HARDIE BUILDING PRODUCTS, INC. EVALUATION SUBJECT: HARDIE®SHINGLE PANELS, HARDIE®PLANK LAP SIDING, ARTISAN® LAP SIDING, AND HARDIE®SHINGLE INDIVIDUAL SHINGLES 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that Hardie®Shingle panels, Hardie®Plank lap siding, Artisan® Lap Siding, and Hardie®Shingle individual shingles, described in ICC-ES evaluation report ESR-2290, have also been evaluated for compliance with the codes noted below. Applicable code editions: 2022 California Building Code® (CBC) For evaluation of applicable chapters adopted by the California Office of Statewide Health Planning and Development (OSHPD) AKA: California Department of Health Care Access and Information (HCAI) and Division of State Architect (DSA), see Sections 2.1.1 and 2.1.2 below. 2022 California Residential Code® (CRC) 2.0 CONCLUSIONS 2.1 CBC: The Hardie®Shingle panels, Hardie®Plank lap siding, Artisan® Lap Siding, and Hardie®Shingle individual shingles described in Sections 2.0 through 7.0 of the evaluation report ESR-2290, comply with CBC Chapter 14, provided the design and installation are in accordance with the 2021 International Building Code® (IBC) provisions noted in the evaluation report and the additional requirements of CBC Chapters 16 and 17, 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 Hardie®Shingle panels, Hardie®Plank lap siding, Artisan® Lap Siding, and Hardie®Shingle individual shingles, described in Sections 2.0 through 7.0 of the evaluation report ESR-2290, comply with CRC Chapter 7, provided the design and installation are in accordance with the 2021 International Residential Code® (IRC) provisions noted in the evaluation report. This supplement expires concurrently with the evaluation report, reissued March 2024. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2024 ICC Evaluation Service, LLC. All rights reserved. Page 31 of 32 ICC-ES Evaluation Report ESR-2290 FBC Supplement Reissued March 2024 This report is subject to renewal March 2026. www.icc-es.org | (800) 423-6587 | (562) 699-0543 A Subsidiary of the International Code Council ® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 16 00—Sheathing DIVISION: 07 00 00—THERMAL AND MOISTURE Section: 07 46 46—Fiber-Cement Siding REPORT HOLDER: JAMES HARDIE BUILDING PRODUCTS, INC. EVALUATION SUBJECT: HARDIE®SHINGLE PANELS, HARDIE®PLANK LAP SIDING, ARTISAN® LAP SIDING, AND HARDIE®SHINGLE INDIVIDUAL SHINGLES 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that Hardie®Shingle Panels, Hardie®Plank Lap Siding, Artisan® Lap Siding, and Hardie®Shingle Individual Shingles, recognized in ICC-ES evaluation report ESR-2290, has also been evaluated for compliance with the codes noted below. Applicable code editions: 2023 Florida Building Code—Building 2023 Florida Building Code—Residential 2.0 CONCLUSIONS The Hardie®Shingle Panels, Hardie®Plank (Cemplank® and Prevail®) Lap Siding, Hardie®Shingle Individual Shingles, described in Sections 2.0 through 7.0 of ICC-ES evaluation report ESR-2290, complies with the Florida Building Code-Building and the Florida Building Code-Residential. The design requirements must be determined in accordance with the Florida Building Code-Building or the Florida Building Code-Residential, as applicable. The installation requirements noted in ICC-ES evaluation report ESR-2290 for the 2021 International Building Code® meet the requirements of the Florida Building Code- Building or the Florida Building Code-Residential, as applicable, with the following conditions: Design wind loads must be based on Section 1609 of the Florida Building Code-Building or Section R301.2.1.1 of the Florida Building Code-Residential, as applicable. Load Combinations must be in accordance with Section 1605.2 if Section 1605.3 of the Florida Building Code-Building, as applicable. Installation must meet requirements of Section 1403.8 of the Florida Building Code – Building and Section R318.7 of the Florida Building Code – Residential, as applicable. Water-resistive barrier must be in accordance with Section 1404.2 of the Florida Building Code-Building or Section R703.2 of the Florida Building Code-Residential, as applicable. Flashing must be in accordance with Section 1405.4 of the Florida Building Code-Building or Section R703.4 of the Florida Building Code-Residential, as applicable. Evaluation of Artisan® Lap Siding is outside the scope of this supplement. Use of the Hardie®Plank (Cemplank® and Prevail®) Lap Siding has also been found to be in compliance with the High- Velocity Hurricane Zone provisions of the Florida Building Code-Building and the Florida Building Code-Residential with the following conditions: The allowable negative design wind load of Hardie®Plank (Cemplank® and Prevail®) Lap Siding must not exceed 92 psf (4405 Pa). ESR-2290 FBC Supplement | Most Widely Accepted and Trusted Page 32 of 32 Hardie®Plank (Cemplank® and Prevail®) Lap Siding must be installed on minimum 5/8-inch-thick solid plywood structural sheathing complying with DOC PS-1. 5/8-inch-thick solid plywood structural sheathing shall be attached to wood studs in accordance with Florida Building Code- Building Section 2322.3. The wood studs must have a minimum specific gravity of 0.42. 5/8-inch-thick solid plywood structural sheathing shall be attached to metal studs spaced at 6-inches (152 mm) on-center. At panel edges and all intermediate supports using a No. 8-18 1-1/4-inch (31.75 mm) long by 0.315-inch (8 mm) head diameter ribbed bugle head screw. The metal studs must have a minimum thickness of 0.033-inch (0.838 mm), web depth of 3-5/8-inch (92.1 mm), and flange size 1-5/8-inch (41.3 mm). Hardie®Plank (Cemplank® and Prevail®) Lap Siding shall be applied horizontally commencing from the bottom course of the wall with 1-1/4-inch-wide (31.75 mm) laps at the top of the plank such that the exposure area of each plank is less than or equal to 8-1/4-inch (210 mm) vertically. Hardie®Plank (Cemplank® and Prevail®) Lap Siding must be fastened to sheathing over wood studs with a minimum 2- 1/2-inch (63.5 mm) long by 0.223-inch (5.66 mm) shank diameter corrosion-resistant siding nails. Hardie®Plank (Cemplank® and Prevail®) Lap Siding must be fastened to sheathing over metal studs with a minimum No. 8-18 by 2-1/4-inch (57.15 mm) by 0.315-inch (8 mm) bugle head screws. Fasteners are spaced 16 inches (406 mm) on-center and less than or equal to 8-1/4-inch (210 mm) vertically on the studs. Fasteners shall have a minimum edge distance of 3/8-inch (9.53 mm). Maximum support/span spacing shall be no more than 16 inches (406 mm) on-center. In addition to the data noted in Section 6.0 of the evaluation report ESR-2290, data in accordance with Florida Building Code Test Protocols for High-Velocity Zones TAS 202 and TAS 203 was submitted for Hardie®Plank (Cemplank® and Prevail®) Lap Siding. Use of the Hardie®Shingle Panels, Artisan® Lap Siding, and Hardie®Shingle Individual Shingles for compliance with the High-Velocity Hurricane Zone provisions of the Florida Building Code-Building and the Florida Building Code-Residential has not been evaluated and is outside the scope of this supplemental report. For products falling under Florida Rule 61G20-3, verification that the report holder’s quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the evaluation report, reissued March 2024.