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TOP REINF PER PLAN <br />AND SCIIED CENTERED <br />OVER WALL; CUT SHORT <br />AT OPENINGS AND END <br />WITH 180® MEND <br />- 3f <br />rla� <br />SCALE: 1" 0 V-0 <br />f f d € <br />�t <br />r <br />s � <br />SCALE: 1" = V-O" <br />-\- (2) #S CONT <br />A. INTERIOR WALL <br />LL SECTIO S <br />1. REFER TO I/S4.4 FOR TYPICAL <br />DETAIL @ SLABra . <br />2. REFER TO TYPICALR <br />INFORMATION.SECTIONS FOR CONCRETE WALL <br />NOTES: <br />STUD WALL PER <br />1. REFER TO 1/S4.4 FOR TYPICAL POST -TENSION <br />FRAMING PLAN NOTES <br />DETAIL SLAB EDGE. <br />1/2 , 2. REFER TO TYPICAL CONCRETE WALL DETAILS <br />FOR CONCRETE WALL INFORMATION. <br />SHEATHING AND � <br />.� <br />SILL PL, ANCHOR BOLT <br />NAILING PER PLAN AND <br />DIA, AND SPACING PER <br />SHEAR WALL SC�iED <br />SMEAR WALL SCHED <br />INSULATION <br />P/T SLAB PER PLAN; <br />PER ARCM <br />PE <br />TOP REINF NF PER <br />P/T TENDONS NOT R <br />SHOWN FOR CLARITY PLAN ED <br />PAVING OR <br />FINISHED GRADE v <br />PER ARCH <br />G <br />HOOKED DOWELS TO <br />® <br />BOT REINF <br />MATCH OUTSIDE LAYER OF <br />MAT PER PLAN <br />VERT REINF; PROVIDE <br />TENSION LAP PER <br />CONCRETE <br />STRUCTURAL NOTES <br />WALL PER PLAN <br />WALL REINF PER <br />PLAN NOTES <br />EXTERIOR <br />Si. dALL SECTION <br />g I } ...t AT <br />a., t STUD <br />fiD WALL <br />L <br />COUNTERSINK <br />ADDITIONAL <br />END -STUD FOR BOLTS <br />SCALE, I" = V-0" <br />SHOTCRETE WALL REINF PER PLAN NOTES <br />PER PLAN <br />° f <br />G <br />a PROVIDE 2" MIN <br />G ' SEPARATION AT ALL <br />VERT & HORZ REINF <br />LAP SPLICES <br />y a <br />° 4a NOTE: <br />SEPARATION SHALL <br />36' MIN °° a NOT BE GREATER <br />THAN 6" <br />5 <br />i <br />St .. <br />3 <br />r <br />i <br />C z <br />SCALE: 1" m V-D°` SCALE: NTS <br />TYPICALSECTION, <br />NON-P/T SLAB <br />S @ 12" OC <br />TOP & BOTTOM <br />ei <br />4 (CO 18" OC <br />TOP & BOTTOM <br />a _ <br />4 G <br />4 n <br />CONCRETE WALL LAP SPLICE PER G <br />& REINF PER PLAN ° STRUCT NOTES <br />& TYP DETAIL <br />G <br />SECTION <br />+' i .� Sr a <br />fi - <br />SCALE: 1" v V-0" <br />NOTES: <br />1. SEE CONCRETE COLUMN SCHEDULE <br />R COLUMN SIZE, VERTICAL <br />REINFORCING AND THE TYPICAL TIE <br />SIZE AND SPACING. <br />2. COLUMN CONSTRUCTION JOINTS <br />SHALL BE AT UNDERSIDE OF FLOOR <br />SLABS, BEAMS, OR GIRDERS AND AT <br />_ FLOOR <br />BEAMS,OPS OF FOOTINGS OR <br />SLABS, UNO. <br />COLUMN CAPITALS AND DROP <br />PANELS SHALL BE PLACED AT SAME <br />SLABS.TIME AS <br />W I4/ 20 <br />LRJ <br />LAJ <br />La <br />SHEET: <br />—c rE ,yFk,: <br />