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to:mum caER <br />UNDERSIDE OP ITEPY <br />- -STEEL BRACE TO STRUCTURE 46031 63 ALL <br />JAMS MU AT 4,3 0 C.1431. <br />TOP filIP TRACI< <br />FRAM* MISERS <br />SEE ST TIME , ' 47 <br />• ;HOIDTOP OE STOW II? BELOW TOP SLIP <br />MACH, DO NOT ATTACH GYPSUM WALL <br />ROAM OR STUDS TO TOP SUP TRACK <br />68046 1346 <br />FLOOR UNE <br />TYPE E 34607 16361334673 <br />'"; ° PASLIATION AS SEPTA <br />NON301,0 KARNS, NOT3RATED PARTITION <br />' - —INHEll SOUND AT TFIlUAT1011 IRANTIET. <br />EMEND 2r EACH EIDE ABOVE GERING <br />' — PREENS ALUM PARTITION CAP. 1 vr LEGS <br />EACH IDE, 113 MAX GAP TO CEAlterl <br />— -STEEL SILOS SPACED AT 16' OR CENTER <br />3361646MDT' SECTION <br />E 4 :IUD DEPTIETAITOCATED <br />LATER EACH SITE <br />336 EPIPSOM 4V/2.1.130ARD NISTAILEO <br />VERTICAL <br />—SOUND ATTEAVANCRIKANKET <br />1.5- AT e2. 3' AT e3, 3.5' AT ea <br />66001112515110521 <br />. AcoLISTICAL %AUNT BOTH vas <br />TYPE TM 310 SIC 662. HT . POR 1676.6.. 6/295 <br />SIZE 66116363 1760 WING 1.800.1 32516 I 27:3111,22465) 30.11120231 <br />E2 :: 1/2 2507125 40 12 6' 13' 0" Er 10e <br />13 3 516 3622125 00 16' 0' 1 i ' 3' 11' 11' <br />26 f 016125 20' 0" 25' 3' 26' 1 • <br />02 2 1/2 2505125 94 EST 12' 6' 13' 0^ 13' 10' <br />e3 3 5/5 3622125 41 EST 15' 3' VI' 3" 17' IT" <br />e6 6 6505125 51 017 24' 0' 25' 3' 25' 1." <br />DETAIL "A" <br />1011016676106 30 <br />CONSTRUCT TEMPORARY <br />WALL (OEE DETAIL -Al <br />CONTRACTOR 10 <br />CONSTRUCT TEMPORARY <br />WALL (SEE DETA0 <br />16. <br />rr,?m <br />r -7-,-1-,-Ir <br />-1 <br />- -, • <br />can. +10,k <br />...ii ' <br />1 t rt <br />) \ i , • 1 r.: - +,u- ,=1'"-a---1 <br />•••1 1 <br />1 / <br />.,---..- • :, <br />-77'1 <br />14r-4 <br />4$70, <br />. ECM <br />• <br />Tt. err <br />SECOND FLOOR NEW COURTROOM AREA <br />T U V <br />05_ 02 <br />I :09 <br />4 - <br />05 <br />e <br />f1 <br />ear 4IS +I <br />FIRST FLOOR LAW LIBRARY AREA <br />LOCATION OF TEMPORARY WALLS <br />NOT TO SCALE <br />11 <br />"'", 2 <br />