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r <br /> SYMBOL LEGEND SLEXP <br /> *HOIDOWN MODEL\ <br /> HOLDOWH Represents holdowns which are located at the bottom of the wall where it is called out.Connections are <br /> wall-to-wall or wall-to fdn u.n.o.Connections per the HOLDOWN SCHEDULE. <br /> CONCRETE WALL AND CONTINUOUS FOOTING <br /> See CONCRETE and REINFORCING BAR specifications per DETAIL FWS. <br /> r—r F2 SPREAD FOOTING <br /> I See CONCRETE and REINFORCING BAR specifications per DETAIL FIG. <br /> L—J <br /> SSS Number: <br /> s2403006 <br /> Project Name: <br /> Pratt Plan <br /> Owner: <br /> KLP,Inc <br /> Project Location: <br /> 1602 106th PI SE, <br /> Everett,WA <br /> tHiISKT « « x F2 Design Professional: <br /> ® Joseph Tracy <br /> L_J <br /> I <br /> I o o <br /> 2'-0" F 4'i'MAX, <br /> 1YP TYP Lr2x10(0-2) O� Ln <br /> FI 5 F1.5 F1.5 F1.5 4XIO DROP F1.5 F1.5 r n w <br /> L L L 1 BEAM(0-4) L-I L 7 f 71 <br /> LJ LJ LJ LJ J LJ LJI _ Z <br /> 1 1 PBF F1.51 of <br /> L �� N <br /> PROVmE CIFARANCE OE <br /> N Ln <br /> r2-2,d0(0-2) <br /> lo <br /> 18"MIN FOR10I6T AND <br /> G z <br /> ' 12'MIN FO0.BFAM5 TO � W 2 <br /> 1 FlN6HED GRADE BELOW 1 I ON 3 <br /> I I`s tFFWS� l <br /> BAD DROP —F2 F1.5 o <br /> —(0-6)-------- L—JSfEMFWS@�18M6"FIG <br /> U.N.O. <br /> Li I FWS <br /> I BEARING WALL ABOVE, I prof AN�F�P <br /> I F1.54x10DRDP F1.5 F1.5 �'1� <br /> r-7 BEAM 5 F--11(o- � r <br /> �y � <br /> I I L J L J I 5530E <br /> 4"SIAB ON GRADE wl I I O G 44i' <br /> 6AWIA4 WA I r �2PALL G�Z tia <br /> W.W.F. I ®� sS/ONALEN 6�yo <br /> 1 1 <br /> I 1 I <br /> This space reserved for <br /> governing jurisdiction stamps <br /> 1 ( --- --- -- OSMD14 <br /> I IFWS F2 <br /> F2 F2 18;i <br /> r—, <br /> L---- - <br /> I L_J <br /> L—J---------------Z_J <br /> ORIGIN DATE: 11/17/2022 0 <br /> RMSED:Ai 3/6/2024 <br /> a <br /> FOUNDATION PLAN 2041 PRATT C <br /> 1/4"=1'-0" DO NOT SCALE-VERIFY ALL DIMENSIONS WITH ARCHITECTURAL SHEETS PRIOR TO CONSTRUCTION J3 ,0 <br /> 0 <br /> o.i <br />