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1610 106TH PL SW A,B 2024-11-08
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1610 106TH PL SW A,B 2024-11-08
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Last modified
10/18/2024 11:55:56 AM
Creation date
10/14/2024 11:26:33 AM
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Address Document
Street Name
106TH PL SW
Street Number
1610
Unit
A,B
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SYMBOL LEGEND SLDCP SSS Number: <br /> s24030D7 <br /> *HOIDOWN MODS <br /> Project Name: <br /> HOEDOWN Represents u.n.o.holdowns which are looted at the bottom of the wall where it is oiled out.Connections are 60'Pratt Duplex <br /> wall-to-wall or wall-to fdn u.n.o.Connections per Me HOEDOWN SCHEDULE. <br /> CONCRETE WALL AND CONTINUOUS FOOTING <br /> See CONCRETE and REINFORgNG BAR specifications per DETAIL FWS. <br /> Owner: <br /> N1p,Inc <br /> ,F2 SPREAD FOOTING <br /> G <br /> F2 L J an See CONCRETE d REINFORCING BAR specifications per DETAIL IRG. <br /> — <br /> r .— ——————— — , Project Location: <br /> ® 1606 106th PI SE, <br /> M x L—J Everett,WA <br /> ® r L------- — i— -- FWSW-17F. <br /> L—J r I--- ------ Design Professional: <br /> —— ——— ——— [Joseph Tracy] <br /> I I <br /> --- -----------J 1 L--- ---- --- — � I <br /> I <br /> ell <br /> 'r-r MAJc <br /> M <br /> a-0 e I Tm 1 2-2x10(0-2) vi o <br /> F1W Mg .5 F1.5 FI.S F1.5 4xe a op F3.5 F1.5 r 71 <br /> n Z u <br /> 2-zx10(o-z) TIP o0 <br /> J LJ LJ LJ LJ J LJ � LJ <br /> n F1.5 F1.5 4xe mp F1.5 F1.5 F1.5 F1.5 1 a J ^ <br /> I� F BFAM(0-0) ( ( I PBF o FL5 o w <br /> b ILJ LJ L LJ LJ LJ LJ I nP <br /> I F1.5 d PBF I rZ-bdO(0-2)I <br /> LJ J I PROVIDE CLEARANCE OF = _ <br /> Jr MIN FOR)DIST AND <br /> 1 2-2dO(0.2)TI I 12'NON FOR BEAM <br /> STO 1 = H <br /> PROVIDE CLEARANCE OF FINISHED GRADE BELOW <br /> 18"MIN FOR JOIST AND I N N <br /> 12'MIN FOR BEAMS TO <br /> FINISHED GRADE BELOW I <br /> —— F1,5 6x 0 ORW r—F2 F1.5 *S ND C Z N <br /> *SIHD14 F1.5 Fr— WODROP F1.5 -- ------------ ILJ L—J I I ti° u, 3 <br /> BEAM(06) ————————— —— —— *STHD14 FWS <br /> PROVIDE <br /> E OF <br /> L—J LJ ----------- -- 4 1 I BMIN FORJOISTCAND I c0J <br /> y$ *THD 4 1 I lr NIIN FOR BEAMS To FWS CT <br /> �1110 BFARQVGWALLABOVFTYP FWIHED GRADE BELOW <br /> F <br /> I x FWS wl BY24 F G FWS @1 <br /> rn U.N.O. o <br /> r-0^MA <br /> FW$ F1.5 F1.5 F1.5 <br /> 4°STAB ON GRADE w/ �� �� Frl 11 <br /> I 6ffi W1.4 x W1.4 <br /> I F1.5 F15 F1.5I I 4"SIABONtlNDEw/ 1 w.w.F. I 1L J BEAM o-�L J L J1 <br /> 1 sxBwl.axwl.a �ptS UHO <br /> L J L J BEAAM(BDROP L J W.W.F. FOOTING T6' <br /> coNTDNuousCOdUNuolJsFWS 1 NALHTTSKT IL— — — � CONCRETE WALLF2 *HTW This space reserved for <br /> *K'O ————————!" g-eming jurisdiction stamps <br /> *HU � �*H T5Xr .,•*HfaKT 1 4XID CONTINUOUS m 1 <br /> J---------------L TOP FLUSH RIM <br /> 1 ——————————————-- � 1 BEAM(On 1 <br /> 4x10 CONTINUOUS <br /> g-p• TOPRUSHRIM — -L <br /> 1 1 m BEAM(Ol MAX HQGH OF <br /> MIN Ra SHPILEBE 6'-10' L J <br /> MAXMED ALL <br /> I 1 1 OF Ra 2'-0 <br /> L J 1 SRAILE E 6'A W' M[N L FVd$ <br /> J <br /> Fws F2 F2 <br /> T- <br /> L—J L—J <br /> ORIGIN DATE: 8/16/2022 0 <br /> r— r— REVISED:A2 4/4/2024 , <br /> I I I I <br /> L—J L—J <br /> FOUNDATION PLAN <br /> 1/4"=1'-0" DO Ni VERIFY ALL DIMENSIONS WITH ARCHITECTURAL SHEETS PRIORTO CONSTRUCTION S3 , 0 <br /> I <br /> 1 <br /> S <br />
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