2323 LEXINGTON AVE 2025-07-10 - Laserfiche WebLink

• 111/ G Beam Span Table - Floor Beams Allowable Uniform Distributed Load in Pounds Per Lineal Foot(PLF) Span Length in Feet Beam 4 5 6 7 8 9 10 11 12 1 13 114 15 16 17 18 19 20 4x6 HF#2 815 522 362 266 204 160 117 - - - - - - - - - - 31/2 x 51/2 LSL 1340 858 546 344 230 162 118 - - - - - - - - - - 4x8 HF#2 1270 902 627 460 353 279 226 186 155 122 - - - - - • - - 3 1/2 x 7 1/4 LSL 2275 1456 1011 743 522 367 267 201 155 122 - - - - - - - 6x8 DF#2 1880 1203 836 614 470 1371 301 249 209 178 153 134 114 - - - - 211/16 x 9 1/4 PSL 2405 1924 1603 1374 1193 889 648 487 375 295 236 192 158 132 111 - - 4x10 HF#2 1620 1296 942 692 530 419 339 280 236 201 173 151 133 113 - - - 31/2 x 9 1/4 PSL 3130 2504 2087 1789 1553 1169 852 640 493 388 310 252 208 173 146 124 106 51/4 x 9 1/4 PSL 4695 3756 3130 2683 2328 1753 1278 960 739 582 466 379 312 260 219 186 160 211/16 x 91/2 PSL 2470 1976 1647 1411 1235 965 704 529 407 320 256 209 172 143 121 103 - 3112 x 91/2 LSL 3160 2528 2107 1646 1260 953 694 522 402 316 253 206 170 141 119 101 - 31/2 x 9 1/2 PSL 3215 2572 2143 1837 1608 1270 926 696 536 421 337 274 226 188 159 135 116 6x10 DF#2 2960 1930 1340 984 754 596 482 399 335 285 246 214 188 167 149 134 118 5114 x 9 1/2 PSL 4825 3860 3217 2757 2413 1905 1389 1043 804 632 506 412 339 283 238 202 174 7 x 91/2 PSL 64301 5144 4287 3674 3215 2540 1852 1391 1072 843 675 549 452 377 318 270 231 211/16 x111/4 PSL 2925 2340 1950 1671 1463. 1300 1104 890 686 539 432 351 289 241 203 173 148 31/2 x11 1/4 LSL 3740 2992 2493 2137 1740 1375 1114 866 667 • 525 420 342 281 235 198 168 144 3 1/2 x 11 1/4 PSL / 3810 3048 2540 2177 1905 1693 1438 1155 889 700 I 560 455 375 313 264 224 192 6x12 DF#2 3585 2829 1964 1443 1105 873 707 584 491 418 361 314 276 245 218 196 177 5 1/4 x 11 1/4 PSL 5710 4568 3807 3263 2855 2538 2157 1739 1340 1054 844 686 565 471 397 337 289 2 11/16 x 11 7/8 PSL 3085 2468 2057 1763 1543 1371 1222 1010 804 632 506 412 339 283 238 202 174 3 1/2 x 11 7/8 LSL 3950 3160 2633 2257 1930 1525 1235 1018 784 617 494 402 331 276 232 198 169 3 1/2 x 11 7/8 PSL 4020 3216 2680 2297 2010 1787 1592 1316 1050 826 661 538 443 369 311 265 227 51/4 x 11 7/8 PSL - 4824 4020 3446 3015 2680 2389 1974 1575 1239 992 807 665 554 467 397 340 7 x 11 7/8 PSL - - 5357 4591 4018 3571 3185 2632 2090 1644 1316 1070 882 735 619 526 451 Notes: 1. This table is applicable for Simple Span beams with uniformly distributed loads(no point loads) 2. Table values are based on the limiting beam shear&moment capacities,as well as deflection 3. The deflection limit used in the above table is(L/240 Total Load)and(IJ360 Live Load) 4. This table is applicable for WLL/WDL<=4.0 5. Table values include the Size Factor(CF) o Descrip on Beam Span Table By LAT• Date 04/14/20 Checked Date ENGINEERING Scale Sheet No. 250 4th Ave.Suite 200 South Project Job No. Edmonds,WA 98020 Jacques Residence 20139.10 14