2350 S Pullman St - DEF - Exterior & Interior Framing - Plan

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Complies with the 2021 International Building Code and AISI S100-16/S2-20 Allowable Uniform Load Table (psf) - Simple Span Joists @ 24” o.c. Spacing Member Fy (ksi) Load Span (ft) 6'-0'' 7'-0'' 8'-0'' 9'-0'' 10'-0'' 11'-0'' 12'-0'' 13'-0'' 14'-0'' 15'-0'' 16'-0'' 17'-0'' 18'-0'' 19'-0'' 20'-0'' 22'-0'' 24'-0'' 800S162-118 50 Total 1868 1372 1051 830 672 556 467 398 343 299 263 233 208 186 168 139 117 Live 1868 1372 983 690 503 378 291 229 183 149 123 102 86 73 63 47 36 800S200-118 50 Total 2080 1528 1170 925 749 619 520 443 382 333 293 259 231 207 187 155 130 Live 2080 1528 1137 799 582 437 337 265 212 173 142 119 100 85 73 55 42 800S250-118 50 Total 1982 1456 1115 881 714 590 496 422 364 317 279 247 220 198 178 147 124 Live 1982 1456 1115 881 666 501 386 303 243 197 163 136 114 97 83 63 48 Member Fy (ksi) Load Span (ft) 11'-0'' 12'-0'' 13'-0'' 14'-0'' 15'-0'' 16'-0'' 17'-0'' 18'-0'' 19'-0'' 20'-0'' 22'-0'' 24'-0'' 26'-0'' 28'-0'' 30'-0'' 32'-0'' 34'-0'' 1000S162-431 33 Total 100 84 71 62 54 47 42 37 33 30 25 21 18 15 13 12 10 Live 100 84 71 62 54 47 42 37 33 30 25 21 18 15 12 10 8 1000S200-431 33 Total 117 98 84 72 63 55 49 44 39 35 29 25 21 18 16 14 12 Live 117 98 84 72 63 55 49 44 39 35 29 25 21 17 14 11 10 1000S250-431 33 Total 122 104 88 76 66 58 52 46 41 37 31 26 22 19 17 15 13 Live 122 104 88 76 66 58 52 46 41 37 31 26 22 19 17 14 11 1000S162-54 50 Total 213 179 153 132 115 101 89 80 71 64 53 45 38 33 29 25 22 Live 213 179 153 132 115 101 86 72 61 53 40 30 24 19 16 13 11 1000S200-54 50 Total 248 209 178 153 134 117 104 93 83 75 62 52 44 38 33 29 26 Live 248 209 178 153 134 117 98 82 70 60 45 35 27 22 18 15 12 1000S250-54 50 Total 283 221 188 162 141 124 110 98 88 79 66 55 47 41 35 31 27 Live 283 221 188 162 141 124 110 95 81 69 52 40 32 25 21 17 14 1000S162-68 50 Total 296 249 212 183 159 140 124 111 99 90 74 62 53 46 40 35 31 Live 296 249 212 183 155 128 107 90 76 65 49 38 30 24 19 16 13 1000S200-68 50 Total 342 288 245 211 184 162 143 128 115 104 86 72 61 53 46 40 36 Live 342 288 245 211 177 146 122 102 87 75 56 43 34 27 22 18 15 1000S250-68 50 Total 363 305 260 224 195 172 152 136 122 110 91 76 65 56 49 43 38 Live 363 305 260 224 195 168 140 118 100 86 65 50 39 31 25 21 18 1000S162-97 50 Total 483 406 346 298 260 228 202 180 162 146 121 102 86 75 65 57 51 Live 483 406 338 270 220 181 151 127 108 93 70 54 42 34 27 23 19 1000S200-97 50 Total 554 465 396 342 298 262 232 207 186 167 138 116 99 85 74 65 58 Live 554 465 385 308 250 206 172 145 123 106 79 61 48 39 31 26 22 1000S250-97 50 Total 590 496 423 364 317 279 247 220 198 179 148 124 106 91 79 70 62 Live 590 496 423 348 283 233 194 164 139 119 90 69 54 43 35 29 24 1000S162-118 50 Total 664 558 476 410 357 314 278 248 223 201 166 140 119 103 89 78 70 Live 663 510 401 321 261 215 179 151 129 110 83 64 50 40 33 27 22 1000S200-118 50 Total 759 638 543 469 408 359 318 283 254 230 190 159 136 117 102 90 79 Live 757 583 459 367 299 246 205 173 147 126 95 73 57 46 37 31 26 1000S250-118 50 Total 769 646 551 475 414 364 322 287 258 233 192 162 138 119 103 91 81 Live 769 646 519 416 338 278 232 195 166 143 107 82 65 52 42 35 29 1200S162-541 50 Total 200 a 174 148 128 111 98 87 77 69 63 52 43 37 32 28 24 22 Live 200 a 174 148 128 111 98 87 77 69 63 52 43 37 29 24 20 16 1200S200-541 50 Total 200 a 184 a 170 151 131 115 102 91 82 74 61 51 44 38 33 29 26 Live 200 a 184 a 170 151 131 115 102 91 82 74 61 51 41 33 26 22 18 1200S250-541 50 Total 200 a 171 146 126 109 96 85 76 68 62 51 43 47 40 35 31 27 Live 200 a 171 146 126 109 96 85 76 68 62 51 43 46 37 30 25 21 1200S162-68 50 Total 348 293 249 215 187 165 146 130 117 105 87 73 62 54 47 41 36 Live 348 293 249 215 187 165 146 130 117 101 76 58 46 37 30 25 20 1200S200-68 50 Total 407 342 292 251 219 193 171 152 137 123 102 86 73 63 55 48 45 Live 407 342 292 251 219 193 171 152 133 114 86 66 52 42 34 28 23 1200S250-68 50 Total 436 366 312 269 234 206 182 163 146 132 109 91 78 67 59 51 46 Live 436 366 312 269 234 206 182 163 146 129 97 75 59 47 38 31 26 1200S162-97 50 Total 581 488 416 358 312 274 243 217 195 176 145 122 104 90 78 69 61 Live 581 488 416 358 312 274 238 200 170 146 110 85 67 53 43 36 30 1200S200-97 50 Total 671 564 481 414 361 317 281 251 225 203 168 141 120 104 90 79 70 Live 671 564 481 414 361 317 269 226 192 165 124 95 75 60 49 40 34 1200S250-97 50 Total 719 604 515 444 387 340 301 269 241 218 180 151 129 111 97 85 75 Live 719 604 515 444 387 340 301 254 216 185 139 107 84 67 55 45 38 Total loads shown are for single span condition and are limited by allowable bending stress or allowable end shear. Live loads shown are limited by allowable bending stress, allowable end shear, or by deß ection of 1/360 of span. To limit total load deß ection to 1/240 of span, multiply Live Load value shown by 1.5, or apply the Total Load value, whichever is less. See additional Allowable Floor Joist Span Table Notes on page 62.