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3 4 a <br /> UNIT PLAN'C' UNIT PLANS' UNIT PLAN'C' ZI <br /> I <br /> 1,-0" i�f-_ P- g•_g 4,-l„— f q'_"' 6'0. .— I." /. Ell" 2. 6-41" <br /> 24 I 24 24 J J <br /> ( ,I 24 24 u)111 1 <br /> m <br /> L S07 TYP Q -- J L_J _ I a ca <br /> DECK n A <br /> c a <br /> 7 <7 3 <br /> on 5 PT 2x8 MUDSILLL AT S07I 'ur 07 /�pT 2x8 MUDSILLL AT PT 2x8 MUDSILLL AT 507 <br /> 6 2x8 WALL G REAR 6 6 2x8 WALL @ REAR 2x8 WALL®REAR 6 <br /> b <br /> "rt <br /> Pi-0 ram _. <br /> L BLOCK OUT BLOCK OUT r r BLOCK OUT• •ASBELOF -- <br /> lww <br /> AS REO R AS REO'D i AS RED I AS F BTL <br /> FOR DOOR FOR DOOR FOR DOOR FOR <br /> ENGINEERING P.S. <br /> / f li 10"WALL I / / ,0"WALL /I/ 10"WALL <br /> n � <br /> S07 _ - .907 <br /> �,T <br /> 507 ry <br /> I <br /> lia a a <br /> _ - I <br /> SLA&ON-GRADE SLAB-ON-GRADE SLAB-ON-GRADE <br /> PER PLAN NOTE 1 PER PLAN NOTE 1 PER PLAN NOTE i <br /> ELEV.VARIES ELEV.VARIES _ ELEV.VARIES) <br /> ( ) III ( ) ( I S) <br /> L---_ _ <br /> 13 <br /> al — <br /> S07 <br /> I <br /> 13 <br /> / <br /> 13\ <br /> ,S07 - S07/ <br /> _ I I <br /> Q J <br /> ,3 ,3 <br /> `S�07/ SLA&-0N-GR NO ADE i S`07/ Z <br /> • _ LPER PLAN TE I <br /> SLAB-ON-GRADE ) BLAB-ON-GRADE SLAB- O <br /> PER P LAN NOTE 1 PER PLAN NOTE 1 PER P <br /> � LL <br /> S07 6'a _ <br /> J I <br /> I <br /> W <br /> 6 <br /> -EXTEND CONC. -1- <br /> 0 <br /> II EXTEND C( <br /> r <br /> WALL THRU L WALL THRI <br /> DEMISING SPACE DEMISING: C V <br /> SW SW SW - SW SW F•ry �' <br /> � � 0 2 <br /> -..- m L <br /> Im <br /> 4/SOB 6 :-� 4/S 6 MSOB 4/SOB 8 MSO6 6 OE 6 <br /> P2 2 / 3 ` _� P2-2 <br /> 3 _- - 9 3 W <br /> P2=2 PER \S07/ P2-2 µ.__ 507 � I P2-2 PER � (� <br /> S07 507 L <br /> PER 4/SG6, PER L- - PER 4/SG6 _ <br /> O <br /> o <br /> 4/SO6 � '? SIM MSO6 - __i ... c 4/SO6 � SIM <br /> CZ <br /> 41 <br /> 2IER <br /> 6 PIER �15 m / / 10"WALL I o PIER) 15 <br /> (ALIGN W/ 6"// S07 IN 6" 19 S07 �/V� IyJ LL <br /> HD AB SO V <br /> - (12'SQ PLINTH 4)#4 VERT.B W/ \ ISM/ 1 10"WALL /./ 0 d <br /> 2"SO PLINTH#4 I \ 0 <br /> (4) VE 8#4 �--r <br /> TIES @ 10"oc TIESS @ 10"o0"oc <br /> 36 30 1 36 <br /> / 5'-0" -..-_-_--8'J"-. __. 8'_3•'. --___/- i - 4'-3" i 4'-11" / / 111.1 <br /> 1.22 ,r,- s -1012• 1•'212" ,'-r 1' ZI 1`712" r r <br /> U' <br /> Qj <br /> d <br /> O o <br /> LEGEND FOUNDATION PLAN NOTES: _ <br /> 1. Slab-o finical shall. 4 U ck u o n Slab shall be poured over vapor beater m not over red)to nmg granular fill per <br /> HOLD DOWN SCHEDULE ^ GeoteMnlcal Repod one or more of the following should be consdered(bul are not required)to control slab aatldng: <br /> -- --- - -----_ --- _- Sx.X DETAIL CALL-OUT a <br /> SIMPSON DETAIL SX.X fibrous Atlm.4% <br /> PLAN HOLDOWN BOLT REFERENCE/ - 6,6 W1.4xW1.4 VVVvA9 at center Q <br /> CALLOUT TYPE DIAMETER NOTES Control Joints <br /> -- __WPE - !P1-X_ ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF IIS06 <br /> CS76x48" see architectural drawings for slab depression and slope requirements. JOB ND.: <br /> STRAP - 14lSO6 U.O.N. - <br /> ----- - ---- -- —---1-- - --- SLABAN-GRADE PER PLAN NOTE 1 2. Provide ConstructioNC.W,l Joint in Slab per Architectural Drawings.Areas shall be approximatey square and 400-V or less. 23-239�06 <br /> (2)CSi6x48" __ <br /> 2 STRAPS - 14lSOB U.O.N. 3. Bodom of Footlngs shall be set on competent,properly compa4etl Bearing Soil below Frost Depth. <br /> PLOT DATE <br /> �_3 FOUNDATION WALL AND FOOTING 5. Anchor Bolts for Exterior Stud Walls shall be in accordance with Pt-6 of the Shear Wall Stliedule of 11S06,u.o.n. 06/08/2023 <br /> - NOT USED - __ - <br /> L BEARING OR SHEAR WALL ABOVE DATE: 06/011/2023 <br /> 4 - NOT USED - <br /> _ SCALE: Ye"=1'-0" <br /> _ VERTICAL xx FOOTING CALL-0UT SEE 21S07 <br /> 6 HTS30 - BEAM TO POST; DRAWN: BDS <br /> - - -- SW STEP STEM WALL CHCKD: RMH <br /> 6 STHD14 - 17/SO7 U.O.N. <br /> X - BLDG: SHEET NO.: <br /> LAP BM 12 AND 7 CS16%30"STRAP HOLD-DOWN TO WALL ABOVE PER SCHEDULE ON PLAN ^/ <br /> - -STUDS BLW B SOLA <br />