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I <br /> I <br /> I BEARING WALL TABLE <br /> IBC 2015, NDS 2015 <br /> IALLOWABLE LOAD (PLF) <br /> 8ft 9ft 10ft <br /> STUD 8"O.C. 12"O.C. 16"O.C. 8"O.C. 12"O.C. 16"O.C. 8"O.C. 12"O.C. 16"O.C. <br /> I <br /> 2x4 HF Stud Grade 3191 2127 1596 2640 1760 1320 2203 1469 1101. <br /> 2x4 HF#2 3704 2469 1852 2991 1994 1496 2458 1639 1229 <br /> 2x4 HF#1 3987 2658 1993 3465 2310 1733 2855 1903 1427 <br /> 2x4 DF Stud Grade 3620 2413 1810 3014 2010 1507 2525 1683 1263 <br /> 2x4 DF#2 4474 2983 2237 3635 2424 1818 2999 1999 1499 <br /> 2x4 DF#1 4808 3205 2404 3901 2601 1950 3215 2143 1607 <br /> I3x4 HF Stud Grade 5318 3546 2659 4401 2934 2200 3672 2448 1836 <br /> 3x4 HF#2 6113 4075 3056 4986 3324 2493 4097 2732 2049 <br /> I 3x4 HF#1 6113 4075 3056 5775 3850 2888 4758 3172 2379 <br /> 3x4 DF Stud Grade 6033 4022 3016 5024 3349 2512 4209 2806 2104 <br /> 3x4 DF#2 7457 4971 3728 6059 4039 3030 4998 3332 2499 <br /> 3x4 DF#1 8013 5342 4007 6501 4334 3251 5358 3572 2679 <br /> I2x6 HF Stud Grade 6265 4177 3132 6265 4177 3132 6265 4177 3132 <br /> 2x6 HF#2 6265 4177 3132 6265 4177 3132 6265 4177 3132 <br /> I 2x6 HF#1 6265 4177 3132 6265 4177 3132 6265 4177 3132 <br /> 2x6 DF Stud Grade 8701 5800 4350 8084 5390 4042 7396 4930 3698 <br /> 2x6 DF#2 9668 6445 4834 9668 6445 4834 9668 6445 4834 <br /> 2x6 DF#1 9668 6445 4834 9668 6445 4834 9668 644.5 4834 <br /> Iq t q (y'tttV* A • f A1. 'r 2- .L3 y ::- f- '! # rroti [e`? 1 fI I <br /> : ( vv <br /> 0 t c <br /> : t ,`t L Z . : ;, <br /> :i <br /> I Notes: <br /> 1.This table assumes that the studs are braced by either sheathing or gypsum wall board. <br /> 2.Values shown are in plf and represent 100%bearing capacity based on the February 2018 report by American Wood Council <br /> I for"Fire-Resistance-Rated Wood-Frame Wall and Floor/Ceiling Assemblies" <br /> 3.Bold and italicized values are controlled by bottom plate bearing capacity. <br /> 4.All DF studs assume a DF bottom plate. <br /> 5.All appropriate Cr and Cb factors have been included. <br /> I 6.Engineer should apply the Ci factor to the allowable loads shown when pressure treated studs are necessary. <br /> 7.Engineer should consider out of Plane loads where appropriate. <br /> Description By DTR Date 01/07/20 <br /> o Bearing Wall Capacity Table Checked Date <br /> ENGINEERING Scale Sheet No. <br /> Su 250 Ave.South Project Rockefeller <br /> Suite 200 Job No. 1.039 <br /> Edmonds,WA 98020 20460.10 <br /> I 1.043 <br /> I <br />