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1 21 3 4 <br /> UNIT PLAN'C' UNIT PLANS' UNIT PLAN'C' <br /> �Zri <br /> ' 11-0"P4/ 24 <br /> }— 24 - 24 24 24 I Z <br /> 507TryP L — w <br /> DEC® _ <br /> 77 2? 7 7 <br /> w <br /> 0 <br /> 07� -"- ) PT 2x8MUDSILLLAT PT 2x8 MUDSILLL AT 6 g 6 S07 n N <br /> MUDSILLL AT <br /> LL REAR 2x8 WALL @REAR fi 2x8 WALL(�REAR - 8 <br /> P14 - I __ _ <br /> •F <br /> I'. BLOCK OUT BLOCK CUT BL0 —AS RED'D AS RED'D BLOCK OUT <br /> FOR DOOR FOR DOOR AS REDID I AS F <br /> FOR DOOR FOR BTT <br /> L <br /> -i-I 10"WALL —� <br /> 11 /I/ 10"WALL ENGINEERING P.S. <br /> 4_ 5 <br /> 7 � /� _ <br /> � E07 <br /> S07 T <br /> III 19 I <br /> w w <br /> Id a a - <br /> a <br /> SLAB-ON-GRADE I A I SLAB-ON-GRADE SLAB-ON-GRADE <br /> PER PLAN NOTE 1 IPER PLAN NOTE 1 <br /> (ELEV.VARIES) (ELEV.VARIES) PER PLAN NOTE 1 <br /> am . <br /> _13 (ELEV.VARIES) <br /> 607 <br /> II i <br /> I IIIC'�I I11 I � <br /> 13 1 <br /> I ;507- I 1 13 I <br /> 507� <br /> a 1 -4'-3"-r 4 13 � <br /> 507, <br /> \ O <br /> I I _ <br /> I <br /> Z <br /> I I I I I <br /> a <br /> 19', <br /> a <br /> 13 <br /> so7 <br /> 1 <br /> J <br /> SLAB-ON-GRADEZ <br /> PE <br /> R PLAN NOTE <br /> ERPL SLAB-ON-GRADE , <br /> SLAB-ON-GRADE _ ' <br /> PER PLAN NOTE 1 SLAB- <br /> PER__ I • PER PLAN NO <br /> - TE 1 PER PI O <br /> 6 I 'i�lli I LL <br /> \SO77 <br /> I <br /> I � <br /> 8 <br /> I S07 <br /> EXTEND CONIC. J.I _ I j EXTEND Cf O <br /> WALL THRU WALL DEMISING SPACE \ \ \ THRI <br /> SW -// 9. SVy SIN SW DEMISING: U <br /> 9 SW I J <br /> \ I O o x <br /> 6 4/SO6 4/SO6 6 ,o CD <br /> 3 P22 3`4/SO6 6 6 4/S06 \ P2-2 6 4/SOE L O <br /> o PER (/307 PER .S07/ P2-2 - P2-2 3 PER I �^E'' f�tl W <br /> 0 4/S06 SSM DB ' 4/SO6 q PER PER 507 4/8O6, = i <br /> (2'-01i' ^ E. j. 4/S06 / SIM o _ <br /> cr <br /> 6 PIER) 16 fI/. ,0"WALL \ \ (2'42" I m N <br /> (ALIGN W/ ` 6"// m A,507 l 4 PIER) <br /> HD ABV) 0 ILL <br /> 1D"WALL /./ Q <br /> 12"SO PLINTH W/ 1, - S07 J \ CL <br /> (4)#4 VERT.&#4 P, 12"SD PLINTH W/ I \ <br /> TIES @ 10"oc (4)#4 VERT.&#4 Q <br /> 36 30 TIES @ 10"oc -1 <br /> 1'_2ti' t 3 / 4'-11" / / 8'-,. / / �1� <br /> 1'7 1'-7t" /\yy\ <br /> / 16_1.. <br /> QI <br /> N <br /> ce <br /> O <br /> LEGEND <br /> FOUNDATION PLAN NOTES. <br /> HOLD DOWN SCHEDULE ^ 1. Slab-ory de shall be 4 ih ck u o n.Slab shall be poured aver vapor bamer placed over heeEralning granular fill per u <br /> _ Geotechn wl Repolt One ar more of the follovnng shoultl be rgns tleretl(but are not required)to wntrol slab cm&ng. <br /> SIMPSON BOLT DETAIL `SX DETAIL CALL-OUT d <br /> PLANT HOEDOWN REFERENCE/ Fibrous Admi,oure <br /> CALLOU7 TYPE DIAMETER NOTES &B Wtmnmt4 W at center 0 <br /> P1-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF I/SOB Control Joints <br /> 1 C TRAP _ NOTES <br /> U.O.N. <br /> STRAP see architectural tlrawings for slab depression and slope requirements. JOB NO.: <br /> 2 (2)CS16x48" SLA&ON-GRADE PER PLAN NOTE I 2. Pander ConstrudloNControl Joint In Slab per ArchlteCural Drawings.Areas shall be approximately square and 400-sf or less. 23-239-06 <br /> STRAPS — 14/SDB U.O.N. - - <br /> - 3. Bottom of Footings shall beset on competent,properly compacted Bearing Soil below Frost Depth.1 <br /> FOUNDATION WALL AND FOOTING PLOT DATE <br /> 3 — NOT USED — I S. Anchor Bolts for Exledar Stutl Walls shall be in accordance An P1-8 of the Shear Wall Schedule of l/SOB,u.o.n. 06/082023 <br /> BEARING OR SHEAR WALL ABOVE <br /> 4 — NOT USED — DATE: O6/082023 <br /> VERTICAL xx FOOTING CAUL-OUT SEE V807 SCALE: V, <br /> 6 HTS30 I — BEAM TO POST DRAWN: BDS <br /> 6 SW STEP STEM WALL STHD14 — 17/S07 U.O.N. CHCKD: RMH <br /> LAP BM 12"AND X BLDG: SHEET NO.: <br /> 7 CS16x30"STRAP — ATTACH TO I HOLD-DOWN TO WALL ABOVE PER SCHEDULE ON PLAN •� aaa� <br /> STUDS BLW._j <br /> A S02A <br />