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GENERAL NOTES
<br /> 1. INSTALL ALL WORK IN ACCORDANCE WITH ALL CODES AND AS PER MANUFACTURER'S WRITTEN INSTRUCTIONS.MAINTAIN
<br /> MANUFACTURER'S SPECIFIED CLEARANCES FOR ALL EQUIPMENT, p
<br /> 2, CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS SHOWN ON DRAWINGS AND TO REPORT ANY DISCREPANCIES TO y;
<br /> ARCHITECT ANDIOR SAFEWAY REPRESENTATIVE. C4
<br /> --- DEMOLITION NOTES N
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<br /> 1. VERIFY EXTENT OF DEMOLITION wISAFEWAY REPRESENTATIVE BEFORE COMMENCING. a pp 1+
<br /> 2. PATCH,REPAIR,AND CLEAN FLOORS AND WALLS TO MATCH EXISTING.
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<br /> 3. VERIFY DISPOSITION OF REMOVED EQUIPMENT w1SAFEWAYREPRESEHTATIVE. "c "� ,_,; �
<br /> GENERAL ELECTRICAL NOTES H N
<br /> 1. ALL WIRING SHALL BE RUN IN METALLIC CONDUIT.CONCEAL IN WALLS&CEILINGS IN FINISHED AREAS.MC CABLE MAY BE RUN O U
<br /> CONCEALED ABOVE CEILINGS OR IN WALLS WHERE NOT SUBJECT TO PHYSICAL DAMAGE.
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<br /> 2. ALL EQUIPMENT SHALL BE INSTALLED INA NEAT AND WORKMANLIKE MANNER, PARALLEL&PERPENDICULAR TO BUILDING STRUCTURE.
<br /> 3. MINIMUM CONDUIT SIZE SHALL BE 3I4",UNLESS NOTED OTHERWISE.MINIMUM WIRE SIZE SHALL BE#12 AWG THHNITHWN TYPE,UNLESS
<br /> NEW FILLER PANEL AS REQUIRED - NOTED OTHERWISE.ALL WIRING TO BE COPPER.ALL WIRE SIZE SHOWN ON THE ELECTRICAL EQUIPMENT NOTES ARE INTENDED TO BE
<br /> NEW CURB TO MATCH EXISTING IN SIZE, NEW FLOOR SINK HALF-IN HALF-OUT. THE MINIMUM ACCEPTABLE WIRE SIZE.
<br /> FF EXISTING COLUMN REMOVE FLOOR SINK AND MATERIAL,&FINISH.SEE DTL 31A1 EXTEND EXISTING SANITARY PIPE TO NEW 4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2016 CALIFORNIA ELECTRICAL CODE,THE LATEST STATE CODES,AND LOCAL
<br /> TRAP.PATCH FLOOR TO I CODES.
<br /> MATCH EXISTING EXISTING COLUMN SANITARY PIPE.SEE DTL 51A1 &61A1 p
<br /> - �_ FLOOR SINK.FIELD VERIFY LOCATION OF 5. ALL ELECTRICAL EQUIPMENT,INCLUDING,BUT NOT LIMITED TO CONDUIT,WIRE,BOXES,AND FITTINGS,SHALL BE NEW AND FREE OF
<br /> DEFECTS,SHALL BEAR THE UL LABEL,AND SHALL MEET NEMA AND ANSI STANDARDS.
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<br /> ---- --i 6. ALL WORK AND MATERIALS SHALL BE GUARANTEED FREE FROM DEFECTS FOR A MINIMUM PERIOD OF ONE YEAR UNLESS NOTED 4-1
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<br /> 7. THE COLORS OF ALL RECEPTACLES AND DEVICE PLATES SHALL MATCH EXISTING.
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<br /> - k---------i + _ 8. CONTRACTOR TO VERIFY THAT NO PIPING,DUCTWORK,OR ANY OTHER MECHANICALIPLUMBING EQUIPMENT IS RUN DIRECTLY ABOVE
<br /> I i i i NEW 8'EXCEL MERCHANDISER. NEW 12'EXCEL MERCHANDISER. ELECTRICAL PANELS.
<br /> L-------L___-_-----L------i--------- ----i SEE ELEC EQUIP NOTE 2,ROUTE SEE ELEC EQUIP NOTE 3:ROUTE
<br /> PVC DRAIN TO NEW FLOOR SINK. PVC DRAIN TO NEW FLOOR SINK. 9. WHERE EXISTING EQUIPMENT IS SHOWN TO BE RELOCATED,ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONDUIT,JUNCTION
<br /> SEE ANCHORING DETAIL 41A1: SEE ANCHORING DETAIL 41A1: BOXES,CABLE,&ACCESSORIES AS REQUIRED TO REVISE EXISTING CIRCUITING TO ACCOMMODATE NEW LOCATION OF EQUIPMENT
<br /> DISCONNECT AND REMOVE 8' DISCONNECT AND REMOVE 12' VERIFY LOCATION OF EQUIPMENT VERIFY LOCATION OF EQUIPMENT
<br /> REFRIGERATED CASE&CURS REFRIGERATED CASE&CURB 10. ELECTRICAL CONTRACTOR TO VERIFY IN THE FIELD ALL RECEPTACLES&JUNCTION BOXES TO BE REUSED OR RELOCATED
<br /> WI SAFEWAY PROJECT MANAGER WI SAFEWAY PROJECT MANAGER ACCORDINGLY WITH MODIFIED RETAIL AREA LAYOUT. ANY FLOOR RECEPTACLE OR JUNCTION BOX NOT IN USE SHOULD BE REMOVED,
<br /> PRIOR TO INSTALLATION PRIOR TO INSTALLATION AND FLOOR SHOULD BE PATCHED FLUSH WITH MATERIAL TO MATCH EXISTING. o
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<br /> 11. VERIFY ALL WORK TO BE DONE WITH SAFEWAY REPRESENTATIVE BEFORE PROCEEDING, y
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<br /> DEMOLITION PLAN z
<br /> EQUIPMENT 1 PM ENT PLAN 12. ELECTRICAL CONTRACTOR IS TO PROVIDE GFI PROTECTION FOR EQUIPMENT RECEPTACLES PER THE 2016 CALIFORNIA ELECTRIC
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<br /> Al SCALE:114"=1'-O" 13. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY THE EXISTING ELECTRICAL PANELS TO DETERMINE THE PROPER LOCATION FOR THE E M
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<br /> SCALE:1/4"-1'-0" NEW CIRCUITS,VERIFICATION SHALL INCLUDE MONITORING OF THE ELECTRICAL LOAD WITHIN THE PANEL,UNDER FULL LOAD,TO J OL
<br /> DASHED LINE INDICATES EQUIPMENT TO BE REMOVED. CONFIRM SPARE CAPACITY AS WELL AS THE PHYSICAL SPACE TO ADD BREAKERS.RELOCATE EXISTING BREAKERS AS NECESSARY OR Q 00
<br /> VERIFY wISAFEWAYREP THE EQUIPMENTTOBE RELOCATED: REQUIRED TO FIND THE CORRECT SPACE.PROVIDE MONITORING RESULTS TO THE SAFEWAY PROJECT MANAGER,AND TO THE �
<br /> ARCHITECT/ENGINEER. w
<br /> ELECTRICAL EQUIPMENT NOTES Q o 0 w
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<br /> 1. WHERE EXISTING EQUIPMENT IS SHOWN TO BE RELOCATED, ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONDUIT, JUNCTIONo W 0
<br /> BOXES, POWER POLES, CABLE AND ACCESSORIES AS REQUIRED TO REVISE EXISTING CIRCUITING AND ACCOMMODATE NEW Z (-
<br /> LOCATION OF EQUIPMENT. 0 Qu. 0
<br /> 2• ELECTRICAL CONTRACTOR SHALL PROVIDE FOR NEW EXCEL SERVICE MERCHANDISER B'SMGT(2)HARDWIRE CONNECTIONS WITH Z Z
<br /> 2#12, 1#120, 314"C., EACH TO EXISTING PANEL. CONNECT TO (2) EXISTING SPARE 20A, 1 POLE CIRCUIT BREAKER FOR CIRCUIT F- 00 w Q
<br /> PROTECTION. PROVIDE TYPED,UPDATED PANEL SCHEDULE FOR ENTIRE PANEL AFTER INSTALLATION. s wr n p� J
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<br /> 3. ELECTRICAL CONTRACTOR SHALL PROVIDE FOR NEW EXCEL SERVICE MERCHANDISER 12'SMGT(2)HARDWIRE CONNECTIONS WITH U Q
<br /> 2#12, 1#12G, 314"C., EACH TO EXISTING PANEL. CONNECT TO (2) EXISTING SPARE 20A, 1 POLE CIRCUIT BREAKER FOR CIRCUIT a J
<br /> PROTECTION. PROVIDE TYPED,UPDATED PANEL SCHEDULE FOR ENTIRE PANEL AFTER INSTALLATION.
<br /> 3-NO. 14 SMS OR BETTER, ELECTRICAL EQUIPMENT SCHEDULE z w
<br /> TYP: EA.L3x3 FIXTURE �° w [�
<br /> BREAKER
<br /> L3x3x 4x0'4'EA.CORNER FIXTURE RAIL DESCRIPTION AMPS VOLTS PHASE CYCLE PLUG RECEPT LOCATION SIZE w 0
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<br /> ANCHOR TO SLAB AS FIXTURE RAI ANCHOR EA.CORNER o Q
<br /> NOTED SLAB OF FIXTURE TO SLAB 8'EXCEL SERVICE 1.28 120 1 60 HZ HARDWIRE NONE EXISTING 20A/1 P (V
<br /> AS NOTED MERCHANDISER UNGROUND W W
<br /> SMGT-HUSSMANN .98 120 1 60 HZ HARDWIRE NONE CONDUIT 20A11P
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<br /> 12'EXCEL SERVICE 1.91 120 1 60 HZ HARDWIRE NONE EXISTING 20A11P s 0 LWL' J
<br /> MERCHANDISER UNGROUND -� a
<br /> #4 REBAR CONT: SMGT HUSSMANN 1.47 120 1 60 HZ HARDWIRE NONE CONDUIT 20A11P ° =O 3: = c Z
<br /> #4 EPDXY DOWELS INTO
<br /> EXISTING FLOOR SLAB{�24"O.C. �, W m 0
<br /> Z a . W13-112 EMBED,TYP.USE EQUIPMENT SCHEDULE < < W r LLJ
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<br /> a SIMPSON SET-XP EPDXY PER]CC SLAB ¢ Q LL >=
<br /> REPORT NO.ESR-2508.SPECIAL p W U F
<br /> Lu 4 INSPECTION NOT REQUIRED ANCHOR TO RAILILEG ANCHOR THROUGH BASE EQ# COUNT ITEM NAME MANUFACTURER MODEL a w LL. ♦ Q
<br /> A a ° = FINISH ON CURB TO MATCH 1 00
<br /> 8'EXCEL SERVICE MERCHANDISER HUSSMANN SMGT t 0 {jtj V J E- u W
<br /> Q EXISTING. IF EPDXY IS TO a U
<br /> o a'4 a BE INSTALLED PROVIDE 0 1 12'EXCEL SERVICE MERCHANDISER HUSSMANN SMGT
<br /> 8 318"MIN.RADIUS FIXTURE ANCHORAGE
<br /> a a 1. Y"DIA.SIMPSON TITEN HD SCREW ANCHOR WITH 334"EMBEDMENT, INSTALLED PER ICC REPORT
<br /> 0PS1CONCRETE, ESR-2713,SPECIAL INSPECTION IS REQUIRED. PLUMBING FIXTURE SCHEDULE
<br /> 300
<br /> 300 RATION- RE 2. AT ANCHOR THROUGH BASE,DRILLYa"MAXIMUM OVERSIZE HOLE THROUGH BASE FOR ANCHOR,TYP.
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<br /> TO MATCH EXISTINGOR IF PRE-MANUF.HOLES EXIST,INCREASE DIAMETER OF ANCHOR TO FIT HOLE BY%"MAX.,TYP. STATUS ITEM NAME MANUFACTURER MODEL REMARKS
<br /> MAX.,NO SPECIAL 3. WHERE SEISMIC RESTRAINT CLIPS PROVIDED BY MANUFACTURER,USE CLIPS IN LIEU OF L3x3,TYP. A
<br /> INSPECTION REQUIRED
<br /> 12"x12"x6"DEEP CAST IRON BODY WHITE a LLI 2
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<br /> 3 TYPICAL CURB DETAIL 4 FIXTURE ANCHORAGE TO SLAB DETAIL NEW FLOOR SINK ZURN 21900
<br /> ACID RESISTING PORCELAIN ENAMEL INT ( a
<br /> ALUM ANTI SPLASH INT BOTTOM DOME 4 U) of
<br /> STRAINER&NICKEL BRONZE TOP o
<br /> Al SCALE:3"=1'-0" Al SCALE:314"=1'-0"
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<br /> E SLAB (N SLAB WI THICKNESS TO MATCH FLOOR SINK TO BE DRAIN FROM w
<br /> ( ) ) INSTALLED FLUSH FIXTURE
<br /> EXISTING(4'MIN.),REINF,W1#4 @ w1FINISHED FLOOR w1AIR GAP s
<br /> #4x2'-0"DOWELS @ 24"CC:EPDXY GROUT IN 4 9f4" 16"CC EA,WAY AT MID-DEPTH c
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<br /> PLACE,TYP.SPECIAL INSPECTION NOT REQ'D.
<br /> SIMPSON SET-XP PER ICC REPORT ESR-2508) r� �' O
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<br /> 3"WASTE PIPE 1 o NIL p O U °�
<br /> TYP: UNO COMPACTED SLAB SUBGRADE TO (MINIMUM) _
<br /> MATCH CONDITIONS AT(E)BUILDING
<br /> NOTE:THIS DETAIL APPLIES TO CONVENTIONALLY REINFORCED SLABS-ON-GRADE ONLY. IT IS NOT PROVIDE DEEP
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<br /> APPLICABLE AT ELEVATED SLABS,POST-TENSIONED SLABS-ON-GRADE,STRUCTURAL MAT SLABS OR
<br /> OTHER STRUCTURAL SLABS SUCH AS THOSE WITH GRADE BEAMS AND PILES OR PIER FOUNDATIONS. SEAL P TRAP q �g
<br /> R T DOING THE WORK AND TRACY, CA
<br /> CONTRACTOR TO CONFIRM SLAB-ON GRADE CONDITION IN FIELD PRIOR O ��
<br /> NOTIFY ARCHITECT IF SLAB IS NOT AN ON GRADE SLAB.
<br /> SLAB REPLACEMENT DETAIL s FLOOR SINK DETAIL ® SAFEWAY0
<br /> Al SCALE;314"=1'-0"
<br /> Al SCALE:314"=T-0" o r U o
<br /> KEY PLAN A 1
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