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2 3 <br />4 <br />I <br />I <br />I <br />I <br />I <br />I <br />PSC SERVICE <br />2 �-� I AREA - - - <br />I <br />I <br />I <br />I <br />OVERALL FLOOR PLAN <br />(03 1 /8" = 1'-0„ <br />CONSTRUCTION LEGEND <br />�I <br />KEYED NOTE <br />EXIST. PARTITION TO BE REMOVED <br />EXIST, PARTITION TO REMAIN <br />NEW PARTITION <br />uEXIST. <br />DOOR TO BE REMOVED <br />�\ <br />EXIST. DOOR TO REMAIN <br />AREA NOT IN SCOPE OF WORK <br />F -1 <br />DEMOLISHED/RESET FIXTURE <br />NOTES: <br />1. TRENCHING IS TO BE USED ONLY IN LOCATIONS WHERE FINAL FLOOR FINISH IS <br />SCHEDULED TO BE OTHER THAN EXPOSED CONCRETE. <br />2. SEE SPECIFICATIONS FOR ALL CONCRETE MATERIALS INCLUDING BUT NOT LIMITED TO <br />BASE MATERIALS, REINFORCING, VAPOR RETARDER, AND CONCRETE MIX DESIGN. <br />#3 @ 18" EACH WAY <br />1/2" O.C. V-6" SMOOTH <br />DOWEL, GREASE ONE <br />END, 18" O.C. TYP. <br />EXISTING CONCRETE <br />1/2 OF TRENCH WI[ <br />(12" MAX) EACH SI <br />CONDUIT OR PIPE <br />A-111 TRENCH DETAIL <br />02; 3/4" = 1'-0" <br />l <br />i <br />CONC SLAB TO MATCH <br />EXISTING, MIN. 4" <br />VAPOR RETARDER (ONLY UNDER <br />EPDXY RESIN FLOORING OR <br />WHERE EXISTING UNDER SLAB) <br />AGGREGATE BASE <br />COMPACTED BACKFILL <br />SAND CUSHION <br />EXISTING STRUCTURE <br />CONTINUOUS ACOUSTICAL SEALANT <br />METAL DEFLECTION TRACK <br />SCHEDULED CEILING. REFER TO R.C.P. <br />SOUND ATTENUATION BLANKET <br />METALSTUD <br />GYP. BOARD TO DECK <br />METAL STUD <br />GYP.BOARD <br />SCHLD.WALL BASE. SEE FINISH SCHD. TYP. <br />METAL STUD TRACK <br />CONTINUOUS ACOUSTICAL SEALANT <br />EXISTING CONCRETE SLAB <br />6"X22 GA. MTL. STUDS, 24" O.C. TO ROOF DECK (SECURED TO ROOF FRAMING). WITH <br />7" R <br />5/8" GYP. BD. UP TO ROOF DECK ON ONE SIDE ONLY, SEE FLOOR PLAN FOR CEILING <br />HEIGHT ON OTHER SIDE; MOISTURE RESISTANT GYP. BD. @ RESTROOM SINK. <br />3 5/8"X22 GA. MTL. STUDS, 24" O.C. TO ROOF DECK (SECURED TO ROOF FRAMING). <br />5" R <br />WITH 5/8" GYP. BD. UP TO ROOF DECK ON ONE SIDE ONLY, SEE FLOOR PLAN FOR <br />CEILING HEIGHT ON OTHER SIDE; MOISTURE RESISTANT GYP. BD. @ RESTROOM SINK. <br />01 Partition Type "R" <br />- 1 1/2" = V-0" <br />c <br />m <br />E <br />a <br />0 <br />a� <br />a� <br />c <br />rn Lo <br />a� <br />o <br />c -0 <br />ca M o <br />c: O — <br />E� <br />0 <br />�_' O <br />v/ -- <br />wp <br />x c0 <br />H LL <br />tnm f w Z <br />} QpF-"p �~Qx <br />LL <br />�ZZOZ0:3w <br />wQ�mop� xcnm <br />m J U > W W 0 V W Q <br />wa. a.wwxZfnw(n <br />w N w w 0 a- 0 0 3: o z o <br />_Pwa5w<wgR w< <br />T <br />Q <br />Q CD <br />L <br />Digitally signed¢ Q <br />•- <br />by Dawn) (� Z <br />Gunter <br />_ <br />Date: 2019.07:� LL <br />22:12:22 -04'0 <br />001: <br />0 <br />�C-o <br />moo <br />P_ <br />M <br />U <br />N M <br />((Dj C U N 00 <br />O 0— <br />LL c v <br />N (n i— LL <br />L <br />~ <br />ch <br />M <br />CV <br />I� <br />N <br />CD <br />o <br />o <br />(D <br />Q N <br />N <br />Lo <br />tt <br />�o <br />U <br />O 0 <br />cn <br />-cu <br />O <br />_j <br />M <br />O_ <br />U <br />o <br />o U) <br />o <br />_� <br />M <br />Q� <br />L <br />n. <br />W ) <br />M <br />J <br />u U) <br />� co <br />C) <br />z <br />0 <br />F- <br />a <br />w U <br />a to <br />0 0 � <br />z <br />m O <br />0 <br />U. <br />w W <br />U) Ix <br />S2 <br />m <br />rn <br />mQ <br />cl <br />0 <br />o z <br />Q <br />Q <br />o <br />z >0 <br />0 <br />(D <br />—1 <br />LU m ILL <br />LU <br />IL <br />u <br />o <br />O <br />w <br />J fn <br />J <br />rr�nn Q J <br />V _ <br />J rn <br />O <br />04 <br />2 <br />06 <br />w <br />U) <br />N <br />z <br />Q <br />J <br />W <br />J <br />J <br />W <br />O <br />Cy <br />o <br />N <br />O C <br />m <br />C <br />Co <br />0 <br />W <br />d rn <br />z <br />a <br />L <br />00 <br />o <br />W <br />W Y <br />0 C14 <br />X_ <br />F- <br />> L) <br />U� <br />0 <br />¢ <br />U <br />Al <br />01 <br />COPYRIGHT© 2018 WALGREEN CO. <br />