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WEST _ `\ r- <br /> COAST I� <br /> J � � -i' —I-Liu, <br /> 9540 Semiahmoo Parkway (425)347-8998 <br /> STRUCTURAL`rn.`� ._.._..I Li #137 wcse.net <br /> ENGINEERING,INC. Blaine,WA 98230 <br /> `0[31 I.._.i I <br /> i I I l I I <br /> III1 !t i <br /> fi.., .a}.,----, ri 7{--' - <br /> Illuh' 111 II .) <br /> 11111E 11 II ' I II ,-ti <br /> IIIiIzllillill_ i II <br /> � ; � ; , ; � <br /> Iwg <br /> IT II € III II I IlillI ' I <br /> , ll 1I 11 II IIIIIIII Ill <br /> II it IIIII I1IIII I1 II <br /> FB1I I I I FB2I IFE12 - I I I ( 1B3 E ? l l <br /> IsI IIII e <br /> III <br /> Ilil II <br /> i <br /> lilllll illlll <br /> — —_ <br /> - I I YID _._.__ _-_-_ I I I I I I1 i l <br /> IIIIa® IIIII <br /> i I ! IoI I i t <br /> 1 <br /> III IB4I11 3 <br /> I. i_-. ..............l.._.1_.__?_....1_.__Ili_.._.._._1_-_ <br /> Upper Floor Framing Plan <br /> NTS <br /> Desc. Typical Floor Joist W <br /> Span(L)ft. 15.5 r rI_-._ <br /> Load (plf): 67 t t i i ri. t 1 r 1 , t I <br /> Member: 2x10 DF#2 @ 16" o/c A <br /> E psi 1.60E+06 t - - — .= <br /> I in^4 98.9 R1 L R2 <br /> A in^2 1.39E+01 <br /> Results: M allow= 2.02 (k-ft) ATL= 0.550 (in) <br /> M = 2.01 (k-ft) <br /> R1 = R2 = 0.52 (k) = L <br /> v = 56 (psi) 338 <br /> Cantilevered Portion <br /> M = 1.33 (0.8) = 1.06 k-ft (ok) <br /> uplift 1.06 - 0.24 = 0.61 k <br /> 1.35 <br /> Project: W4861 Sheet No:4 9/13/2023 <br />