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APPLIANCE
<br /> MANAGER CABINET STATION CURB SIZES REFER FLR. PLAN FOR LOCATION AS SCHEDUIED P E�A
<br /> CUT BOTTOM OF QT2 APPLIANCE �
<br /> FOR B4RDER AROUND LAY-IN CEILING TILE AS SCHEDULED �
<br /> 1) IF CABINET IS ENCLOSED BY 3 SIDE OF WALLS: Q�2 PERIMETEROFCURB � �
<br /> 8"H X 24"W X 48-1/2"L(CONCRETE CURB ONLY,NOT INCLUDE TILE BASE) (BOTTOM CUT) f �` �/ � � _
<br /> TILE ONLY ON FRONT FACE(EXPOSED CURB).THIS APPLY TO PROTOTYPE BUILDING LAYOUTS. t \�T� CUT BOTTOM OF QT2 � � •
<br /> Q�� / RYP) �/ � q�2 FOR BORDER AROUND O
<br /> 2) IF CABINET ENCLOSED BY ONLY (1) ONE WALL, �i � �O�/ aT2 STAINLESS STEEL PANEL(ONE PIECE) (BOTTOM CUT) PERIMETER OF CURB � O �
<br /> 8"H X 24"W X 46"L(CONCRETE CURB ONLY,NOT INCLUDE TILE BASE) �� 1� aT2 O OTZ�� SECURE TO COQLER/FREEZER&LAY-IN �� `� �
<br /> TILE FRONT AND(1)SIDE FACE{EXPOSED CURB) Q�� �\ , O O TILE ABOVE. Q�2 �/
<br /> � ^, �T2 QT2 pT1 � �
<br /> 3) IF CABINET OPEN WITH NO WALLS: � aT2 ar2 ��
<br /> (TOP CUT) j � �
<br /> � ♦ � Q�'1 Qri
<br /> 8"H X 24"W X 46"L(CONCRETE CURB ONLY,NOT INCLUDE TILE BASE) t ,°, e .� a a; QT, QT' oT' �T1 �\� �, � m�P> �� � �
<br /> TILE ALL 3 SIDES OF THE CURB ,. �'' ,' ALIGN � 1 QTz O� aTz � G
<br /> Q�2 .�„. '�.a . .° �� � e:d" �T7 QTi Q�2 \ t �T2 00T� FSE K�'C
<br /> (TOP CUT} • •. +. . ° °T1 (TOP CUT} �(� a : , O�
<br /> TA d'e . �d. � �� ' QTi QT1 '� . �d. � .�. �T2 QT2 QT2 QT2
<br /> •�� . . a� •.,: e COOLER/FREEZER �,• < a, . .."
<br /> Q7 1 e; . �
<br /> Q�1 � � .a atz arz Qrs arz
<br /> '. � � Qn or� 2 <
<br /> DRILL 1/2"HOLES THRU CURB INTO FLOOR SLAB.REFER SECTION ° a or, ar, C ° �j� QT2 QTz �C PANDA EXPRESS, INC.
<br /> DETAIL BELOW.HOIE LOCATIONS VARIES DEPEND ON SAFE MODEL. � o � °Tz °Tz O� 1 6 8 3 W a l n u t G r o v e A v e. "
<br /> C H E C K P A N D A P M F O R S A F E M O D E L. , � � q T T� � � �� r,
<br /> 15' HOLD CONCRETE CURB. O (fYP) 5-1/2" HOLD CONCRETE CURB. � � crYa� Rosemea d, Ca li fornia
<br /> (TYP) � 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: 626.799.9898
<br /> CABINET OPEN ON ONE CABINET ENCLOSED BY Facsimile: 626.372.8288
<br /> ORBOTHSIDES,TILE 3SIDEOFWALLS,TILE NOT USED 14 15" CURB DETAIL 12 S.S. DETAIL COOLER / FREEZER 8 51 /2" CURB DETAIL 4
<br /> ON ALL EXPOSED ONLY FRONT FACE OF
<br /> CURB SIDES;NO TILE CURB;NO TILE ON TOP
<br /> ON TOP OF CURB OF CURB Scale- 3/4" _ ��-�° A'404 Scale- 1 1/2�� — �'-�° A-404 Scale- 1/2° — ��-Q" A-404 Scale- 1 1/2° — ��-��� 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 /> � YTOPPIECE GYP.BD.WALL None of these ideas,designs,arrangements or plans may be - �
<br /> °i' °i' GYP.BQARD WALL AS used b or disclosed to an erson,firm,or cor oration
<br /> �Ti QT� 2"TOPPIECE QT' O Y Y P P
<br /> Qiz � aT, oT, a oT2 5�ensE QTt SCHEDULED without the wntten permission of Panda Express Inc.
<br /> O � a S�BASE �T2 '>• 'i . ,'i.�.
<br /> � arz � � Qrz �
<br /> aT, �T, aT, _
<br /> aTZ � aT2 aT2 R101
<br /> ar� 2
<br /> �O aT� �T2 O/�< � QTZ �
<br /> �O �P}\ /� O aTz STAINLESS STEEL STAINLESS STEEL TO MATCH HOOD. REVISIONS: DATE: BY:
<br /> PANEL TO EXTEND AT MOUNT TO PSP.
<br /> a0 O �O '�
<br /> �TMP� �� �Q� j LEAST 18"INCHES IN �
<br /> �� �.P� ALL DfRECTIONS FROM � Building Dept PC#1 08/07/18 LS
<br /> �� �I THE HOOD
<br /> �� CERAMIC TILE AS �
<br /> SCHEDULED Q Building Dept PC#2 01/14/19 LS
<br /> EPDXY SAFE ANCHORS, i
<br /> MANAGER STATIO�---� %"SECURITY NUT W/WASHER � .
<br /> �
<br /> CABINET \,� OVER SPRING WASHER. PLAN VIEW Q
<br /> HILTI HAS-E 5.8 3/8 THREAD I
<br /> SAFE BODY ANCHOR ROD W!HILTI,
<br /> SCHLUTER TRIM-REF.
<br /> HIT-RE 500-SD EPDXY ADHESIVE INTERIOR ELEVATIONS EQ EQ EQ
<br /> �
<br /> �I � >_�.::���...... .,...;� FOR TYPE
<br /> . .. . ;:::
<br /> ,,.-:....... .. :
<br /> 2" QZ1 j TILE
<br /> O LI I �/ ISSUE DATE:
<br /> Q�Z .a . �. � . ' .°. � V���fIOL�) ..!\...
<br /> ° ' �ab : �.a:;•� � ��. CONCRETECURB. � .
<br /> Q�1 . <
<br /> e. �..
<br /> A CONC.FLOOR SLAB DINING TILE A. STANDARD INSTALLATION B. WAINSCOT INSTALLATION STAINLESS STEEL
<br /> PANEL TO EXTEND AT
<br /> LEAST 18"INCHES IN
<br /> � l ,l ALL DIRECTIONS FROM
<br /> ^ THE HOOD&BEHIND .
<br /> THE HOOD
<br /> MGR. STATI�N & SAFE CURB 20 OUTSIDE CORNER ISON�ETRIC 13 PLAN SE�TION WALL DETAIL 11 o���oE3s.s. NOT USED 3
<br /> PANELS EQ
<br /> — ° — � ° A-404 — ° — � ° A-404 — �� — � ° A-404 SECTION ' �� — � n A-404
<br /> Scale- 1 1/2 - 1 -0 Scale- 3/4 - 1 -0 Scale- 3 - 1 -0 Scale- 1 1/2 - 1 -0
<br /> FINISH WALL
<br /> 0 4 X BLOCKlNG WITH HEIGHT METAL STUD SIZE&SPACING DRAWN BY; CRM Architects& Planners, �t1C.
<br /> z U-HANGERS AT EACH UP TO 12'-0" �"x3/"x20Ga 16"O.C. 2 X BLOCKING @ 48" HOOD HANGING STAINLESS STEEL
<br /> � END WHERE BRACE IS �"�'
<br /> � � 9 ROOF CONSTRUCTION _ O.C.WITH U-HANGERS ANGLE BY
<br /> BETWEEN TRUSS �_i 6RACINGLENGTH SI�E ; � , EACH END 3-#10 SCREWS CAPTIVEAIRE HOOD.OVERLAP&
<br /> SECURE TO HOOD&
<br /> s'-0"OR UNDER 3�"x2o�a � PSP PANDA PROJECT#: S5-19-D5892
<br /> � 6'-1"TO 8'-0" 4'k20Ga
<br /> POST BELOW �' � �—. � PROVIDE SLIGHT/SOFT
<br /> � 1 � STRUCTURAL MEMBER ABOVE �� � '
<br /> BRAKE AT BOTTOM OF ARCH PROJECT#: CRM 1756
<br /> �2 � BRACENG 4'-0"O.C.STAGGERED W/ �-_, S.S.PANEL TO INSURE
<br /> TRUSSES '-� 3#1d EA.E�D ` 3; TRUSSES TIGHT FIT AGAINST
<br /> GYP.BD.TO i� � i"'� PSP. FASTEN 16"
<br /> UNDERSIDE OF l 3� 20 Ga.CONT.TRACK W/8#SCREW/STUD 2; O.C. @
<br /> CORE DRILLED TABLE PLAN VIEW r= "cEMco"METAL
<br /> DECK WHERE i� 4 � M E T A L S T U D S S E E S C H E D U L E
<br /> OCCURS `,3 l�_i � � STUDS ICC-ES
<br /> --� i�� ER-3403P BOTTOM OF PSP
<br /> � � QUARTZ TABLE TOP l 5� SEE ARCHITECTURAL FOR FINISH �J� ` A
<br /> 8'-7"A.F.F. �.�. ..a . -,
<br /> � � � °CEMCO"METAL i= „ ���---���///
<br /> m � � STUDS ICGES CEILING-SEE l g � CONT.20 Ga.UNPUNCHED TRACK(1 1/16 FLANGE) CEILING-SEE / ' DJ/��Architeets c� Planners
<br /> ,� rn � � ER-3403P SCHEDULES ON SHEET � SCHEDULES ON SHEET v 1l � Inc.
<br /> � � � w 3"�J STEEL POST i�� A-105,&REFER.TO �7 � CONCRETE SLAB r�— A-105,&REFER.TO HOOD BY CAPTIVE AIR BOTTOM OF PSP 1"
<br /> Q M w ¢ CEIUNG-SEE 5 � l--� CEILING SEE 5 � � LOWER OF TOP OF ■
<br /> i— �. = m `_.� CEILfNG PLAN,SHEET _i CEILING PLAN,SHEET
<br /> � Q, � J SCHEDULES � — A-105 '�8 � HILTI POWDER ACTUATED FASTENER.145�x 1 SCHEDULES A-105 HOOD
<br /> � � Y Q %6 4.i �"� 1/2"PENETRATION @ 32"O.C.OR EQUAL i—� i"—'�, WP3 .
<br /> � �;; � � `,_; ,— � 6 4 5800 Stanford Ranch Road Suite 720
<br /> o � o = / � �.,, !$'� l 9 � 18 Ga.UNPUNCHED 3"DEEP LEG —�� ;—�
<br /> � c� 7 `_.� �� �� 8 � 22 GA.STAWLESS STEEL Rocklin, CA 95765
<br /> N � � _ / \ ti l TRACK W/3#10 SCREWS � 7� _i hone: 916 451-1 S00 - ax: 916 451-1600
<br /> i�— PANEL TO EXTEND BEHIND P � � .f � �
<br /> ` ' �10� #8 SCREW PER STUD TYPICAL CONNECTION . HOOD&COOKING
<br /> � REFER ENLARGE DETAIL � � EA.FLANGE OF STUD TO STEEL TRACK(TOP ;.... �, EQUIPMENT-SEE 9/A�03
<br /> �� _i� BELOW. &BOTT.TRACK) SECTION
<br /> PARTITION PERPENDICULAR TO TRUSSES PARTITION PARALLEL TO TRUSSES
<br /> 2 4 STAMP:
<br /> NOTE: iosoi
<br /> REG I S TERED
<br /> �.c. TO REFER CORE DRILL LOCATION ON SHEETA-109 PARTITION DETAILS 10 S.S. DETAIL EXHAUST HOOD 6 N4T USED 2 ARCHITECT
<br /> — ° — � ° A-404 — ° — � ° A-404 — n — � �� A-404 . �,�'��—
<br /> Scale- 3/4 - 1 -0 Scale- 1/2 - 1 -0 Scale- 3 - 1 -0
<br /> QZ COUNTER TOP Ervin Edmund McMullen '
<br /> CORE DRILL 4"DIA. HOLE FOR DIAGONAI.BRACING GYP.BD. � PROVIDED BY PX,INSTALLED BY G.C. s TATE o� wASHINGTON
<br /> 3"DIA. (FURNITURE)POST �'
<br /> CORE DRILL 2 1/2"DIA. HOLE �
<br /> _........ ...
<br /> FOR 2"DIA.(S.S.PREP LINE �
<br /> LOW WALL)POST ',
<br /> MATCH THE SAME COLOR � � (2)3-5/8"20GA MTL.STUD � ,� ; I PRE-FABRICATED WOOD C FT P LAZA
<br /> GROUT AS THE ADJCENT FLOOR Typ� METAL STUD I I :. FRAMES PROVIDED BY PX� EVE RG RE E N WAY
<br /> EXTERIOR WALL �
<br /> TILE. CREATE POSITIVE DRAIN INSTALLED BY G.C.
<br /> � AWAY FROM POLE BASE. 5/8"TYPE'X'GYP. GYP.BD.
<br /> 3 5!8"MTL. 18GA HEADER , EVERGREEN WAY &CASINO ROAD
<br /> = TRACK WP1 OVER 5/8"WATER EVERETT WA 982Q8
<br /> � '
<br /> � ��2 ��2 BOTTOM OF CLG � RESISTANT GYP.BD.BY G.C. �
<br /> o TILE(SEE FLOOR FIN.} 12'-0"A.F.F. d WOOD SHIM SPACE � •
<br /> ��c., LOW WALL �
<br /> FIN.FLOOR
<br /> DININ�ROOM CEILING � DT END CAP TENANT IMPROVEMENT
<br /> � NEW H.M. FRAME PA�NT PER
<br /> w w � 5/8"GYP.BD. FINISH SCHEDULE,SHEET '
<br /> a -� `� WP1 OVER 12"X 1/2"DUROCK
<br /> �,_, o � ? A-103 GYP.BD. �
<br /> o w c"�i� JAMB ANCHOR , CEMENT BD.BY G.C.
<br /> �' m m FLOW-ROCK OR RAPID SET 9000 BOTT OF SOFFIT (3 PER JAMB) � ;��►���-
<br /> (3)#10 TEK SCREWS 10'-0"A.F.F. � 'r
<br /> .----- ---- ANCHORING CEMENT OR EQUAL(ASTM AT EACH STUD CONNECTION '
<br /> C-1107 GRADE C) TILE FINISH AS �
<br /> SCHEDULED � A. HEADER B. JAMB ANGH RS5-E1A2�" ' SERVICE '
<br /> ���'ti-U'��`�i� "L'v�✓"�i v'v`�-"�.,i'��1''--'Li�.s'�-�1.1i.-"�.i`,.i�U�,��-.:_:^iJ�-"ti.J�-�.!�-'t_.. I - •
<br /> __ REF.PLAN LIGHT FIXTURE AS SPECIFIED
<br /> ' ,. . _ :_ v �. r ._ . � � .. - REFERENCE A-105
<br /> ARCHITECTURAL
<br /> STANDARD CORE DRILL TABLE 17 S�FFIT BEVERAGE COUNTER 9 INTERIOR DOOR HEADER/JAMB 5 SERVICE COUNTER END DETAIL � DETAILS
<br /> NTS A-404 Scale= 3/4�� _ ��-o�� A-404 Scale= 3�� _ ��-o�� A-404 Scale= 1 1/2�� _ ��-o�� A-404
<br /> PLANCHECK SUBMITTAL DWGS
<br />
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