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SCALE: 1/8" =V-0" <br />8 y NI REVISION 13Y APPROVED iDATE 8 y �j RFV!3;0N f.31y APPROVED i DATE <br />777"' UNC NIEW BLIILDII`,1G - RE ORD VVB3 2,5A8317 AKK 1117 <br />A GRK 0 1103 <br />B 777X 114C �IEVV BUILD11,IG - RECORD SAL VVI33 2548317 �',RK r 07J'C5! 17 W-) <br />C PG)T4 STRINGER TRIid A10 DRILL - IFG W694657I HG RLT 11.24.20 <br />10816 1--_ 7_1 <br />REGISTERED <br />ARCHITECT <br />V, <br />NIAK_GA.FET JVI HALEY <br />STATE OF IJAJASHI NGToN,,- <br />AMEPTABI ITS <br />UHNA1111 <br />UA 1 t 'T111' - <br />10109114 <br />THIS DESIONAND11M <br />SPEURCATIOl IS APPR0\JP:D <br />Lj,�K <br />0/021114 <br />A, PovE67( DEPT DATE <br />GRK <br />I 10109/14 <br />G hd <br />x <br />PARTITION TYPE (SEE SHEETS A30 AND A361) <br />100j DOOR NUMBER (SEE SCHEDULES A3504\355) <br />WINDOW NUMBER (SEE ELEVATIONS jHEET A350) <br />Ll LOUVER NUNIBER (SEE SHEET A352) <br />(TOREFRONT NUMBER (SIF SHEET X3m) 32!� SC <br />Pil RAILING TYPE (SEE SHE_ZETA513) <br />apl/s ENI ERGE IIN CY EYE WAS111 & ,IOY-JER <br />r-,Pjc ELECTRIC VAIATER COOLER <br />BRB BUCKLING RESTRAINED BRACE (H = HIG -I, L LOW) (PEE ST RUCT.) <br />GP GUARD POST <br />CE CONINIUNICKHON ENCLOSURES <br />OR CARD READER <br />Cli CONTROL JOINT <br />PB PIPE BOLLARD <br />PD PRIMARY DRAIN <br />BRIDGE CRANE AND NO FLY ZONE (,ABOVE) <br />_3 14 ,ttik L <br />1. 4'HIGH TOUCil-I-SANDED, A-C, 3/11" PLYWOOD <br />YJAIN SO OT (F IRE RETPIRD A _NT) OVER ALL EXPO SE D <br />"VALLS FACING F CTORY FLOOR UNI ESS NOTED %, FA LFE <br />OTHERV1,1131E. 114 IR'OUND IMOLDING ON TOP EDGE. <br />"D ALL CONTROL JOINTS (CJ) NOTDII'VIENSIONE <br />SHALL BE PLACED itT SIDE OF 0PENIN(3S ON PLAIN <br />OR Al' CENTERLINE- OF COLWvING <br />> 'E SPE IT&II <br />SSE - Q I ETTNIA10-44 FOR � S (DOORS, <br />LOLIVERS, ETC) AVIF FIN. FL, 91'-O"LENJEL <br />6'41N X 7'-()"H DR'YVILALL OPENINO <br />5, 4'-0`VV X 8'4'H DRY WALL OPENING <br />4'-01' X 4'-0" SLOPED DEPRE,83SI ON IN SLAB FOR <br />DRAINAGE -1-0 FLOOR DRAIN(TYP) <br />7. DIMENSIONS ARE TO FACE OF MIA' SONRY OR FACE <br />OF STUD UNLESS NOTED OTHEF6411SE <br />ISSUED FOR <br />CONSTRUCTION <br />REVISION "C"ONLY <br />PROJECT i,40: <br />0012630.11 <br />_qRLT — <br />DRAWN: RVP Tp`I,�_(-,ji <br />ENGINEER: APPROVED: <br />CHECKED: LLCI DATE: <br />1 i.24.20 <br />'r_L00R PLAN <br />PG11*4 STRINGER TFUVI AND DRILL <br />0 <br />Lp L [J J 0 <br />11 12 13 14 <br />_r_ T <br />15 16 17 18 '19 <br />gt 21 ­_ 21 22 + 23 24 <br />1 25 26 1 27 28 29 <br />30 3i 32 1 33 34 <br />336 37 111 <br />39 <br />40 ill 42 43 14 <br />7_ <br />45) 46 47 48 49 <br />__ ___ — I <br />50 1­ 51 52_ 53 5i!l <br />55 57 58 59 <br />-joT F <br />60 1 1 61 62 63 64 <br />t1,4 <br />cl) 0 (§-(,, 1) — __ <br />0 ev IT 16, 24' <br />-E-i—J, <br />SCALE: 1/8'= V.-O" <br />-jDSWJDOL TDArE <br />111.24S <br />A <br />orli .I <br />j MD. COMP NO), <br />VV2-5407 <br />lz� <br />0 <br />1/24/2020 <br />ARCHITECTURAL IMIASTER <br />COL 3,504.00,IG-1r] <br />EVERETT, WA 1 "' "') <br />40-058-IAIO <br />