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GENERAL NOTES - PLAN REVISIONS BY 10 5 A COORDINATE ALL MECHANICAL, PLUMBING,& ELEC. DEMOLITION AND/OR A2.2 REUSE W/OWNER. A7.2 B CONTRACTOR TO DISPOSE ALL DEMOLITION ITEMS AS PER LOCAL CODES & � 1b - ; ;- -, ;-`•-,- ;,/ _ REGULATIONS. C�o 3b 0'-,�. . C UNKNOWN CONDITIONS MAY EXIST. DEMOLITION SHALL BE DONE W CARE TO >< 1b - RR 4 _ _ - ENSURE THAT THERE IS NO DAMAGE TO UNSEEN COMPONENTS OR MATERIALS loll `0 104 — J THAT MAY NEED TO REMAIN OR BE RELOCATED. ao O z- . J. D ANY PENETRATIONS THROUGH CONCRETE FLOOR SLABS,CONCRETE WALLS, OR 9 ; 2 91 -91, 102 - _ CONCRETE COLUMNS WILL NEED TO BE APPROVED BY THE STRUCTURAL _ >< >< 1a ENGINEER OF RECORD FOR THE BUILDING, PRIOR TO COMMENCING WORK. VJ - - - w Ln r T -4 7/8" E PROVIDE BLOCKING,WHERE APPLIES, IN NEW AND EXISTING WALLS AS NEEDED L1 FOR NEW MILLWORK (COORDINATE WITH MILLWORK CONTRACTORS). w W '`^, w a "12,' Q Q 0 Ln r .TM 8' - 10 11/16" F FIELD VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECT OF ANY T G) DISCREPENCIES. 1 ®- 8 Q Ln 3 "N G ALL DIMENSIONS FROM EXISTING WALLS ARE FROM EDGE OF EXISTING WALL Cjrn I _ FINISH. U � � U) 1 C- 1 0 0 00 OPEN BAKERY Ln o sP1 O SP1 H ALL DIMENSIONS FROM NEW WALLS ARE MEASURED TO EDGE OF STUD. W n N 1 102 O J, 1 LO X — o 1 SEE SHEET A 6.1 FOR EQUIPMENT AND A6.4 FOR FINISH INFORMATION. I00 Q J ALL EXISTING WALL, FLOOR,AND CEILING FINISHES TO BE REMOVED DURING I ' LL 1 Q Q SEE GEN NOTE K A7.2 rEC1 DEMOLITION UNLESS NOTED OTHERWISE. 0 0 2 L--J U + rr3, 7 7 K DESIRED CEILING HEIGHT TO BE AS HIGH AS POSSIBLE IF NOT ABLE TO BE Z � -- L LO PLACED AT 12'-0"AFF AS REQUIRED. GENERAL CONTRACTOR TO FIELD VERIFY • 1a 11 C — — — _ EXISTING CONDITIONS. n/ m 1a � r- ' _g ' W M �J ''nn 1 o 4 W ul BilK OF HOUSE &,j KEYED NOTES r 1 LIJ a 103 - CM1 L�L 1� = 1b 2 - r 1 .18" WIRE WALL MOUNTED STORAGE SHELVING.CONTINUOUS PLYWOOD rn ` . oo b :BACKING BEHIND SHEETROCK.SEE DETAILS. UJ 3 A7.2 1 r -T 1IM - b1b -' ,;7; ;= VVAP1 -------------------------------------------------------------------------------------------- I % CE 0A0 - - '13 2 FLOOR SINK, COORDINATE WITH PLUMBING I LI --- — o0 i >< 0 ^ A7.2 1b 1 3 SOLID SURFACE FLOATING SHELF,SEE DETAILS I 0 rn r U) 4 W W o 18" WIRE MOUNTED STORAGE SHELVING ABOVE TOILET WITAR H 6' - 8" CLE ^, 1,.____ - 1 - i ;BELOW. PROVIDE CONTINUOUS PLYWOOD BACKING BEHIND SHEETROCK. SEE `V i ;DETAILS. - 1 oo LO ''nn -------------------------------------------------------------- I a 2 ;"5`', a N 5 SNEEZE GUARD I L.L A7.1 ORDER/PICK UP _ _ O 6 BAKERHEAD LOGO SIGN, DIMENSIONED TO CENTER LINE. SEE DETAILS FOR 101 SP1 (0 SP1 SIGNAGE INSTALLATION. L3 a CY >< 7 A2.1 OS1 CM 1 7 COOKIE SIGNAGE DIMENSIONED FROM FINISHED WALL FACE TO CENTER LINE. _ :SEE DETAILS FOR SIGNAGE INSTALLATION. 101e L__ Stip ARCy --------------------------------------------- �� e / 8 :UNDERSHELF LIGHTING, SEE DETAILSR9ti�F � C-25449 O 9 EXISTING WALL TO BE REMOVED 6-30-21 1 DEMOLITION PLAN 2 MAIN FLOOR PLAN 3 REFLECTED CEILING PLAN J RENEWAL DATE A1.1 1/4" = 1'-011 A1.1 1/4" = 1'-011 A1.1 1/4„ = 11-01110 ;EXISTING ELECTRICAL PANEL TO REMAIN I Fpp CAO --- -------------------------------------------------------------------------------------------I 11 .NEW 3-COMPARTMENT SINK -------------------- 12 SEE ELECTRICAL DRAWINGS FOR EQUIPMENT REQUIREMENTS. + SYMBOL LEGEND ® RECESSED CAN LIGHT FIXTURE 13 NEW WATER HEATER, INSTALLED ABOVE MOP SINK P SINK 14 :NEW MOP SINK 2 X 4 LED LAY- IN LIGHT ---I r ►l cookies l# SEE DETAIL 3/A7.3 FOR WALLS TO STRUCTURE INTERIOR TENANT ® VENTILATION FAN WALL TYPES SEE DETAIL 4/A7.3 FOR WALLS 6" ABOVE CEILING IMPROVEMENT EXIT SIGN LOCATION WT 1a - INT. MTL 3 5/8" (TO STRUCTURE) 864 W BENJAMIN HOLT WT 1b - INT. MTL 3 5/8" (6" ABOVE CEILING) 5/8" GYP. BD. STOCKTON, CA 95207 2 X 4 LAY-IN CEILING 3 5/8" 20 GAUGE STEEL STUDS @ 16" O.C. A.P.N.: UNLESS NOTED OTHERWISE. GYP. BOARD CEILING FRANCHISE OWNER KTK CO WT 2a - INT. MTL 6" (TO STRUCTURE) 5/8" GYP. BD. CRUMBL COOKIES- O SPEAKER (SEE EQUIPMENT SCHEDULE A6.1) WT 2b - INT. MTL 6" (6" ABOVE CEILING) STOCKTON 6" 20 GAUGE STEEL STUDS @ 16" O.C. SECURITY CAMERA (SEE EQUIPMENT SCHEDULE A6.1) UNLESS NOTED OTHERWISE. DRAWN Author 5/8" GYP. BD. CHECKED Designer WT 3a - INT. MTL 2 1/2" (TO STRUCTURE) DATE WT 3b - INT. MTL 2 1/2" (6" ABOVE CEILING) 5/8" GYP. BD. 5/25/2021 3:28:31 PM 2 1/2" 20 GAUGE STEEL STUDS @ 16" O.C. SCALE UNLESS NOTED OTHERWISE. AS SHOWN JOB NO. 21-070 SHEET 5/8" GYP. BD. Al ■ OF SHEETS