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MANAGER CABINET STATION CURB SIZES REFER FLR. PLAN FOR LOCATION APPLIANCE p► EXA
<br /> LAY-IN CEILING TILE AS SCHEDULED
<br /> 1) IF CABINET IS ENCLOSED BY 3 SIDE OF WALLS
<br /> 8"H X 24"W X 48-1/2"L(CONCRETE CURB ONLY,NOT INCLUDE TILE BASE)
<br /> TILE ONLY ON FRONT FACE(EXPOSED CURB).THIS APPLY TO PROTOTYPE BUILDING LAYOUTS. CUT BOTTOM OF QT2
<br /> 2 IF CABINET ENCLOSED BY ONLY //1 ONE WALL: QT2 FOR BORDER AROUND
<br /> O
<br /> l STAINLESS STEEL PANEL(ONE PIECE) (BOTTOM CUT) PERIMETER OF CURB •
<br /> 8"H X 24"W X 47"L(CONCRETE CURB ONLY,NOT INCLUDE TILE BASE) SECURE TO COOLERIFREEZER&LAY-IN
<br /> TILE FRONT AND(1)SIDE FACE(EXPOSED CURB) TILE ABOVE. QT2 ^
<br /> 3) IF CABINET OPEN WITH NO WALLS (TOP CUT) , QT1 aT� s,
<br /> 8"H X 24"W X 46"L(CONCRETE CURB ONLY, NOT INCLUDE TILE BASE)
<br /> v rrP
<br /> TILE ALL 3 SIDES OF THE CURB ALIGNQT2 \\ 1 QT2 arz
<br /> �� SK1
<br /> (TOP CUT)
<br /> \ '- ------- ---»>_..,...,-_.....,..._...... QT2 O a72 E
<br /> ' - QTz aT2 arz
<br /> QT2
<br /> QT1 ° °a QT2 QT2 QT2 4'i2
<br /> CooLERIFREEZER
<br /> DRILL 112"HOLES THRU CURB INTO FLOOR SLAB, REFER SECTION a7z� QT2 �C
<br /> DETAIL BELOW. HOLE LOCATIONS VARIES DEPEND ON SAFE MODEL. O ail a72 � PANDA RESTAURANT GROUP INC.
<br /> � 1683 Walnut Grove Ave.
<br /> CHECK PANDA PM FOR SAFE MODEL.
<br /> 5-112"(HOLD)CONCRETE CURB. �QO (TYP) Rosemead, California
<br /> CURB NEEDS TO BE 15"HIGH (TYP) � 91770
<br /> WHEN WATER HEATER IS NEXT
<br /> MANAGER STATION MANAGER STATION TO STAINLESS STEEL MOP SINK. �/\ Telephone: 626.7 2,8288
<br /> 898
<br /> Facsimile: 626.372,8
<br /> CABINET OPEN ON ONE CABINET ENCLOSED BY
<br /> OR BOTH SIDES,TILE 3SIDE OONTFA ,TILE
<br /> ON ALL EXPOSED ONLY FRONT FACE OF NOT USED 12 S.S. DETAIL COOLER 1 FREEZER H 5112" CURB DETAIL 4
<br /> CURB SIDES; NO TILE CURB;NO TILE ON TOP
<br /> ON TOP OF CURB OF CURB Scale= 1 112" = 1'-0" A-4�4 Scale= 1/2" = 1'-0" A-40'4 Scale- 1 112" = 1'-a" A-404 All ideas,designs,arrangement and plans indicated or
<br /> represented by this drawing are the property of Panda
<br /> Express Inc.and were created for use on this specific project.
<br /> 2 TOP P1 Ec£ None of these ideas,designs,arrangements or plans may be
<br /> QT, QT, GYP.BOARD WALL A5
<br /> z°TOP PIECE d used by or disclosed to any person,firm,or corporation
<br /> ar, aT, QT, SCHEDULED without the written permission of Panda Express Inc.
<br /> QT2 aTi QT1 QT2 5r"BAS£ QT1
<br /> J
<br /> QT2 QT2 52 BASE QT2
<br /> aTi aTS aTt
<br /> QT2
<br /> LLLJJJ aT,
<br /> �O arz arz QT2 J
<br /> "^\ ri arz STAINLESS STEEL TO MATCH HOOD. REVISIONS:
<br /> {TYP)
<br /> MOUNT 70 PSP.
<br /> (TYP)
<br /> QT
<br /> (TYP)
<br /> CERAMIC TILE AS
<br /> SCHEDULED
<br /> AR-
<br /> EPDXY SAFE ANCHORS,
<br /> MANAGER STATIO %"SECURITY NUT WI WASHER
<br /> CABINET \ OVER SPRING WASHER. PLAN VIEW
<br /> SAFE BODY HILTI, HAS-E 5.8 318"THREAD
<br /> ANCHOR ROD WI HILTI, SCHLUTER TRIM REF.
<br /> HIT-RE 500-SD EPDXY ADHESIVE INTERIOR ELEVATIONS EQ EQ EQ
<br /> FOR TYPE
<br /> 2" QT1
<br /> QT2 8"(HOLD) ISSUE DATE:
<br /> QT1 ° a e d. CONCRETE CURB. 02.18.19 ISSUED FOR PERMIT
<br /> d
<br /> CONC. FLOOR SLAB A. STANDARD INSTALLATION B. WAINSCOT INSTALLATION
<br /> °
<br /> MGR. STATION & SAFE CURB 20 PLAN SECTION WALL DETAIL PANELS A LSEQ NOT USED 3
<br /> PANELS EQ
<br /> A-404 A-404 SECTION A-404
<br /> Scale= l 112" = 1'-0" Scale= 3" = 1'-0" Scale= 3" = 1'-0°
<br /> FINISH WALL
<br /> 0 4 X BLOCKING WITH HEIGHT METAL STUD SIZE&SPACING DRAWN BY:
<br /> z U-HANGERS AT EACHUP T012-0 1/� x3/5x20Ga P.24 O.C. 2 X BLOCKING @ 48" HOOD HANGING STAINLESS STEEL
<br /> ::5 END WHERE BRACE IS O.C.WITH U-HANGERS ANGLE BY PANEL TO MATCH
<br /> BETWEEN TR U55 ROOF CONSTRUCTION BRACING LENGTH EACH END CAPTIVEAIRE HOOD.OVERLAP&
<br /> g SIZE 1 i 3 #10 SCREWS
<br /> • 6-0"OR UNDER 3YSECURE TO HOOD&"x20Ga
<br /> 6'-1TO 8-4' 4"x2oGa PSP PANDA PROJECT#: D6609
<br /> "
<br /> POST BELOW ; --. 1 PROVIDE SLIGHT/SOFT
<br /> 1 i STRUCTURAL MEMBER ABOVE �- 1� - BRAKE AT BOTTOM OF ARCH PROJECT#: PRG18003
<br /> ` .2_ BRACING4'4"O.C.STAGGERED WI - S.S. PANEL TO INSURE
<br /> 3#10 EA. E D ; 3 TIGHT FIT AGAINST
<br /> GYP.BD.TO \ TRUSSES — TRUSSES PSP.FASTEN 16"
<br /> UNDERSIDE OF _3.l 3 ; 20 Ga.CONT.TRACK WI 8#SCREWISTUD 2 J O.C. @
<br /> CORE DRILLED TABLE PLAN VIEWDECK WHERE ; "CEMCO"METAL
<br /> I - ( ) STUDS ICC-ES
<br /> OCCURS f --- � _ _ ____ METAL STUDS SEE SCHEDULE
<br /> BOTTOM OF PSP
<br /> V - ER 3403P DAVID SCOTT
<br /> a QUARTZ TABLE TOP E -- - _ --_ 5 '1 SEE ARCHITECTURAL FOR FINISH - $ 7 A.F.F.
<br /> Ld U-1
<br /> Q ti 57U SO11 ICC E5 METAL `� CEILING SEE 6 1 CONT.20 Ga. UNPUNCHED TRACK(1 1116"FLANGE) CEILING SEE W I N DL E AIA
<br /> CQ o O ER-34D3P SCHEDULES ON SHEET l SCHEDULES ON SHEET
<br /> J r— v LU 3"O STEEL POST HOOD BY CAPTIVE AIR BOTTOM OF PSP 1" 1431 GREENWAY RD.SUITE 510
<br /> m z U) A-105,&REFER.TO 7 CONCRETE SLAB `. A-105,&REFER.70
<br /> < s m CEILING-SEE _�,i CEILING PLAN,SHEET --1 CEILING-SEE 5 CEILING PLAN,SHEET // LOWER OF TOP OF IRVING,TEXAS 75038
<br /> a, v SCHEDULES A-105 8 } HILTI POWDER ACTUATED FASTENER,145 0 x 1 SCHEDULES A 105 HOOP TEL: 972.870.1288
<br /> WVWV.IDSTUD104.COM
<br /> ¢ "6- �. 4_��' 112"PENETRATION @ 32"O.C.OR EQUAL "� •, !4
<br /> '� m �- E-MAIL scottw@idstudio4.com
<br /> C_ O � : 9 ' 18 Ga.UNPUNCHED 3"DEEP LEG =.
<br /> o � m /\ 7 -- TRACK W13#10 SCREWS 7 8.
<br /> 10) #8 SCREW PER STUD TYPICAL CONNECTION
<br /> REFER ENLARGE DETAIL EA. FLANGE OF STUD TO STEEL TRACK(TOP 4_
<br /> i &BOTT,TRACK) SECTION
<br /> BELOW.
<br /> PARTITION PERPENDICULAR TO TRUSSES PARTITION PARALLEL TO TRUSSES
<br /> NOTE:
<br /> G.C. TO REFER CORE DRILL LOCATION ON SHEET A-109 PARTITION DETAILS 10 S.S. DETAIL EXHAUST HOOD 6 NOT USED, 2
<br /> Scale= 314" = 1'-0" A-404 Scale= 1/2" = 1'-0" A-404 scale= 3" = 1'-0" A-404
<br /> CORE DRILL 4"DIA. HOLE FOR DIAGONAL BRACING ii QZ COUNTER TOP
<br /> GYP.BD. PROVIDED BY PX, INSTALLED BY G.0
<br /> 3"DIA. (FURNITURE)POST
<br /> CORE DRILL 2 112" DIA. HOLE
<br /> FOR 2"DIA. (S.S. PREP LINE i
<br /> LOW WALL)POST
<br /> d
<br /> i
<br /> MATCH THE SAME COLOR (2)3-518"20GA MTL.STUD 4 1 PRE-FABRICATED WOOD
<br /> GROUT AS THE ADJCENT FLOOR EXTERIOR WALL (TYP) METAL STUD FRAMES PROVIDED BY PX, PANDA EXPRESS
<br /> TILE. CREATE POSITIVE DRAIN " INSTALLED BY G.C.
<br /> 518"TYPE'X'GYP.
<br /> ZD AWAY FROM POLE BASE. GYP.BD. WARM &WELCOME V3
<br /> o - 3 518"MTL. 18GA HEADER i 1422 WEST COLONY ROAD
<br /> cCo 112 112" BOTTOM OF CLG TRACK WP1 OVER GYP WABIDTER
<br /> G,C.
<br /> o TILE(SEE FLOOR FIN.) 12'0"A.F.F. WOOD SHIM SPACE RIPON, CALIFORNIA 95366
<br /> riN LOW WALL '
<br /> FIN.FLOOR
<br /> DINING ROOM CEILING
<br /> NEW H.M. FRAME PAINT PER
<br /> LU W Al. 518"GYP. BD. FINISH SCHEDULE,SHEET '
<br /> o WPI OVER 12"X 112"DUROCK
<br /> A-103 GYP.BD.
<br /> LU w ACEMENT
<br /> L-3
<br /> LU
<br /> u, OfJAMBANCHOR
<br /> 0 m „FLOW-ROCK OR RAPID SET 9000 (3 PER JAMB)
<br /> ANCHORING CEMENT OR EQUAL(ASTM (3)#10 TEK SCREWS 10'4'A.F.F.
<br /> �{ AT EACH STUD CONNECTION
<br /> C-1107 GRADE C)
<br /> TILE FINIS}I AS
<br /> SCHEDULED A, HEADER
<br /> B. JAMB ANGHORDS 5 1A2D" '�
<br /> � SERVICE Am404
<br /> REF. PLAN LIGHT FIXTURE AS SPECIFIED '
<br /> REFERENCE A-105
<br /> ARCHITECTURAL
<br /> STANDARD CORE DRILL TABLE 17 SOFFIT @ BEVERAGE COUNTER 9 INTERIOR DOOR HEADER/JAMB 5 SERVICE COUNTER END DETAIL 1 DETAILS
<br /> NTS A-404. Scale= 314" = 1'-0" A-404 Scale= 3" = 1'-n" A-404 Scale= 1112" = 1'-0" A-404
<br /> WARM &WELCOME V3
<br />
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