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<br /> HIDDEN'LINES DENOTE THE ITEMS TO BE REMOVED
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<br /> 2l',0 21st Streef
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<br /> CONDIMENT COUNTER
<br /> TO REMAINagaaoaaaa
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<br /> No.
<br /> 71Z 24706
<br /> REN. 12/31/17 Z
<br /> 0
<br /> 0
<br /> 00
<br /> .0
<br /> 0100000.0
<br /> F
<br /> B
<br /> REMOVE(E),COMPARTMENT SINK
<br /> AND(E)HAND SINK, CAP UTILITIES
<br /> AS NEEDED
<br /> IR
<br /> NOB HILL
<br /> NORTH 000 -40
<br /> '114
<br /> SCALE: I/4"=j'-0" A
<br /> SOLID CORE WD,DOOR, 500 WEST CAPITOL AVENUE
<br /> NOTES: SEE SCHEDULE W. SACRAMENTO, CA 95&)5
<br /> I 7C SIM, P.O. BOX 15618
<br /> SEE SPECIFICATIONS FOR DOOR 4. EXIT DOORS ARE OPENABLE FROM THE 11,1
<br /> MTL.STUDS 71P,
<br /> HARDWARE DESIGNATIONS INSIDE WITHOUT THE USE OF A KEY, WALLFINISH VERIFY W1 SACRAMENTO, CA 95852
<br /> SPECIAL KNOWLEDGE OR EFFECT
<br /> 2, PAINT DOOR&FRAMES, VERIFY I RALEY'S PROJECT MGR,
<br /> W/RALEY'S PROJECT MGR, 5- DOOR OPENING EFFORT: 5/8"TYPE'X'GYP.BID,
<br /> 5 LBS.MAX.@ EXTERIOR DOORS I ON BOTH SIDES-PAINT
<br /> 1 G.C.TO VERIFY LOCATION OF ALL 5 LBS.MAX.@c)INTERIOR DOORS _j
<br /> 1 11
<br /> TEMPERED GLASS. FOR COMPLIANCE 105 LBS,MAX. @FIRE DOORS ALONG
<br /> WITH 2016 CBC SECT.2406 P.O.T,(PER 2016 CBC 11 B-40429)
<br /> DOOR NUMBER 7C
<br /> HARDWARE GROUP, SEE
<br /> SPECIFICATIONS FOR
<br /> DESCRIPTION
<br /> /8—A\ T-0'x T-0'x 13/4"SOLID CORE WD.DOOR
<br /> W/BIRCH VENEER IN PRESSED METAL
<br /> FRAME, FINISH TO MATCH(E) R-13 SOUND INSULAT!ON
<br /> 2x STUD WALL TYP,
<br /> P,M,FRAMETYP.
<br /> DOOR SCHEDULE
<br /> 5c SCALE: 1/4"=V-0"
<br /> 1"MIN.OFFSET LAP
<br /> FIELD DRILL&INSTALL POP
<br /> RIVETS AS NECESSARY TO
<br /> OBT AIN SMOOTH SURFACE, (E)CURTAIN WALL
<br /> SPACE OPT PROJECT
<br /> 18 Ga.GALV,SHEET MTL,CASE
<br /> TO CEILING.PAINT AS DIRECTED SALES 1 #12 x l'S,M.S.
<br /> mi
<br /> RALEY'S/
<br /> RE":FRIG,OR SYRUP CONDUITS 1/2"ALUM,REVEAL
<br /> 0 RUNNING VERTICAL ALONG FACE 1/2"MIN,DEFLECTION
<br /> 771'
<br /> OF TUBE STEEL
<br /> U
<br /> BEL AIR/
<br /> CASEWORK BEYOND
<br /> 3 5/8'x 20 Ga.MTL,STUDS 20 Ga.CONT.SLOTTED DEEP
<br /> NOB HILL/
<br /> IN' EG TRACK
<br /> @16'0�C�
<br /> STEEL TUBE COLUMN
<br /> MINIMUM FOOD SOURCE
<br /> AS OCCURING
<br /> 5/8'GYP.BD,-PAINT CONT,22 Ga.TOP TRACK
<br /> STORE
<br /> ----------------------
<br /> I GENERAI NOTES:
<br /> 1 GRIND EXPOSED EDGES SMOOTH,CORNERS TO BE 90'�ONLY ONE PIECE CONSTRUCTION # 306
<br /> 1 WILL BE ACCEPTED.COVER MAY BE CLAMPED TEMPORARILY FOR RIVETING,SEAM TO
<br /> I FACE TOWARD PLAN NORTH,UNLESS DIRECTED OT HERWISE BY OWNER,ALL EDGES
<br /> L.!HALL BE BENT AND RETURNED,NO SHARP EDGES SHALL BE ALLOWED.
<br /> ------------------------- 4255 MORADA LANE
<br /> STOCKTON CA 95212
<br /> m m m
<br /> f—#4 x 12'REBAR DOWEL @ 24"O,C,
<br /> GREASE END FOR(E"SLAB
<br /> SUBMITTAL SET
<br /> r—CONC,SLAB W/6x6/1.4x1,4
<br /> 0/2"SAND,'VAPOR 17
<br /> 518"GYP.BD. -PAINT 7-20 t
<br /> BARRIER,4"GRAVEL&(E)
<br /> ENGINEERED FILL
<br /> DRILL 6"MIN.INTO(E)SLAB WALL FINISH VERIFY Al/ m m m
<br /> TO RECEIVE GREASED RALEY'S PROJECTMGR.
<br /> REBAR DOWEL 31,18"x 20 Ga,MTL STUDS
<br /> TRENCH C6 16'O.C.
<br /> (E)CONC_SLAB SALES
<br /> I WIDTH
<br /> EVISIONS
<br /> Tli � RE
<br /> I, 6'MIN. 6" 5"MIN,
<br /> 7-1
<br /> PTI
<br /> NO. DLESCRI 13ON
<br /> CONT,20 Ga.SILL TRACK lly'; DATF
<br /> 4"RUBBER BASE
<br /> HILTI X-U(OR X-C)POWDER
<br /> _77-11
<br /> DRIVEN FASTENERS @ 48'O,C,
<br /> 4
<br /> EMBEDMENT
<br /> MAX.W/3"MIN,
<br /> T-fE CODING
<br /> )FL
<br /> D,
<br /> ISI
<br /> _5
<br /> REINSTALL VAPOR
<br /> BARRIER TO PROVIDE
<br /> MOISTURE SEAL
<br /> P
<br /> M-1 L<WALL
<br /> STUDS
<br /> ALL F_XW%S AND MT-,:-I\j vAjj-L--:A4 App_FMNG
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<br /> ENLARGE—D PLANS
<br /> AND DETAILS
<br /> \Zr
<br /> SECURE W/(2)SCREWS
<br /> @ EACH STUD NOVEMBER 17, 2017
<br /> 7=77 77 _7777 7 7 7 7 77 77 77 777 7 7 7 7
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<br /> 17098
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