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KN KEYED NOTES GN GENERAL NOTES LEGEND
<br /> 01 REMOVE EXISTING REFRIGERATION CASE, OR EQUIPMENT, OR DISPLAY CASE TO EXTENT SHOWN HEREIN AND 1. VERIFY DIMENSIONS OF ALL FIXTURES AND EQUIPMENT PROVIDED BY 5. EXCEED FIRE RATING INDICATED ON FLOOR PLAN AND AS REQUIRED BY 11. DRY DOWEL A #3 BAR AT 48" O.C. INTO EXISTING SLAB TO TIE NEW F. MIN. LENGTH OF LAPPED SPLICES SHALL BE AS FOLLOWS UNLESS
<br /> ON SHEET Q1.1. OWNER AND OWNER'S OUTSIDE CONTRACTORS. THE FIRE/LIFE SAFETY INSPECTOR. SLAB INTO EXISTING. A MINIMUM OF (2) DOWELS ARE REQUIRED FOR NOTED. STAGGER SPLICES SO THAT NO TWO ADJACENT BARS ARE i EQUIPMENT OR FIXTURE TO BE
<br /> SMALLER PATCHES (DOWELS ARE REQUIRED AT ALL NEW SLAB WORK SPLICED IN THE SAME LOCATION UNLESS SHOWN OTHERWISE. L__ REMOVED OR RELOCATED. RE : Q1.1
<br /> 02 REMOVE EXISTING DECOR ELEMENTS WHERE DEMO OCCURS AND AS NOTED ON DECOR PLANS. 2. ALL EXISTING EQUIPMENT IS TO REMAIN IN PLACE UNLESS OTHERWISE 6. COORDINATE THE LOCATION OF THE BLOCKOUTS FOR CASE STUB-UPS WITH THE EXCEPTION OF NEW COOLER SLABS, COOLER CURBS, FREEZER WELDED WIRE FABRIC SHALL BE LAPPED ONE FULL MESH AT THE
<br /> 03 REMOVE PORTION OF EXISTING NON-BEARING WALL TO EXTENT AS SHOWN HEREIN AND ON PROPOSED FLOOR NOTED. SEE SHEET Q1.1 FOR NEW & EXISTING WORK, INCLUDING NEW w/ THE REFRIGERATION CONTRACTOR. PITS AND ISOLATION JOINTS). SIDES AND ONE FULL MESH PLUS 2" AT THE ENDS. MAKE ALL BARS EXISTING EQUIPMENT OR FIXTURE
<br /> PLAN SHEET A2.1. & EXISTING EQUIPMENT. SEE ALSO REFRIGERATION, MECHANICAL & CONTINUOUS AROUND CORNERS OR PROVIDE CORNER BARS OF
<br /> ELECTRICAL DRAWINGS. 7. THE TOP OF THE FLOOR DRAINS SHALL BE SET AS FOLLOWS: EQUAL SIZE AND SPACING.
<br /> 04 REMOVE EXISTING RESTROOM FIXTURES, WALLS, PARTITIONS AND ALL RELATED ITEMS. PATCH AND REPAIR 12. CONCRETE:
<br /> CONCRETE SLAB AS REQUIRED.
<br /> - FLUSH WITH CONCRETE AT AREAS NOT RECEIVING FLOOR COVERING. A. STRENGTH.................F'c=2 BAR SIZE SPLICE SIZE
<br /> 3. SCHEDULE COORDINATION MEETING w/ OWNER TO IDENTIFY ITEMS TO - +1/8" AT AREAS RECEIVING VINYL COMPOSITION TILE FLOOR 500 PSI #3 16" TRENCHING, RE: PLUMBING, STAMP
<br /> 05 REMOVE AND RELOCATE EXISTING CHECKSTANDS AND SELF-CHECKOUT. BE TURNED OVER TO LANDLORD PRIOR TO STARTING DEMOLITION COVERING. B. REBAR USED.............ASTM AR , GRADE 60. WHERE WELDING #4 22" ELECTRICAL, REFRIGERATION SHEETS
<br /> WORK. - +1%z" AT AREAS RECEIVING QUARRY TILE OR PORCELAIN PAVER TILE. REQUIRED USE ASTM A706, GRADE 60. #5 27
<br /> 06 REMOVE EXISTING DOOR AND JAMB AND MODIFY OPENING TO EXTEND AS SHOWN ON A2.1. C. SLABS AND GRADE BEAMS SHALL NOT HAVE JOINTS IN A ��0 RC
<br /> 07 REMOVE MOP SINK. 4. PROVIDE DEMOLITION AND DISPOSAL OF EXISTING CONCRETE FLOOR 8. CONTRACTOR TO BE RESPONSIBLE FOR ALL BREAKOUTS, TRENCHING, HORIZONTAL PLANE. ALL REINFORCEMENT SHALL BE CONTINUOUS #6 35"
<br /> SLAB FOR NEW REFRIGERATION, PLUMBING AND ELECTRICAL WORK. BACKFILL AND COMPACTION FOR ALL BUILDING TRADES IN EXISTING THROUGH ALL CONSTRUCTION JOINTS. G. PROVIDE (2) #3 BARS WITH 2'-0" PROJECTION ON ALL SIDES OF ALL
<br /> 08 REMOVE COUNTERTOP FOR REPLACEMENT AND PREP CABINET SURFACE FOR RELAMINATION. PROVIDE FLOOR SLAB PATCHING FOR A SMOOTH TRANSITION AT ALL BUILDING AREA, RE: P, M, R, & E SERIES DRAWINGS. D. SAWN CONTROL JOINTS SHALL BE MADE USING "SOFF-CUT" SYS. OPENINGS OR RE ENTRANT CORNERS IN CONCRETE. �.
<br /> 09 REMOVE EXISTING FLOORING AS REQUIRED TO EXTEND AS SHOWN ON A2.1. NEW WORK. COORDINATE WITH REFRIGERATION, PLUMBING AND FOLLOWING MANUFACTURER'S RECOMMENDATIONS EXPLICITLY. * 17 yk
<br /> 10 REMOVE ELEVATED FLOOR BELOW CASE. ELECTRICAL CONTRACTORS FOR QUANTITIES, LOCATIONS AND SIZES. 9. ALL NEW CONCRETE SLAB WORK WITHIN EXISTING BUILDING AREA E. MIN. CLEAR CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE 13. SPECIAL INSPECTIONS SHALL BE PROVIDED FOR THE FOLLOWING:
<br /> SHALL BE FLUSH WITH ADJACENT EXISTING CONCRETE SLABS UNLESS AS FOLLOWS UNLESS NOTED OTHERWISE: NONE. `fl '1,
<br /> 11 GC TO PATCH AND REPAIR EPDXY FLOORING FINISH AS REQUIRED. 9 5 3�
<br /> 5. CUTTING AND PATCHING: WHERE EXISTING WORK TO REMAIN IS CUT OTHERWISE NOTED ON PLANS. 1. CONCRETE PLACED DIRECTLY AGAINST EARTH...3 INCHES �� q
<br /> 12 REMOVE PORTION OF EXISTING CONCRETE SLAB WHERE TRENCHING OCCURS. RE: REFRIGERATION, PLUMBING, FOR REMOVAL OF OTHER EXISTING WORK OF FOR INSTALLATION OF 2. FORMED SURFACES EXPOSED TO WEATHER OR EARTH: NONE 0 LA0 L
<br /> AND ELECTRICAL PLANS. NEW WORK, THE EXISTING WORK TO REMAIN SHALL BE PATCHED AS 10. REMOVE ALL DEBRIS FROM THE BUILDING AND ROOF AND DISPOSE OF
<br /> 3. SLABS ON GRADE...................CENTER OF SLAB
<br /> REQUIRED TO MATCH SCHEDULE FINISH OR WHERE UNSCHEDULED TO IN ACCORDANCE WITH STATE AND LOCAL CODE OR ORDINANCES.
<br /> MATCH EXISTING FINISHES TO REMAIN. ALL PATCHING SHALL MEET OR
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<br /> 07.19.2021 AGENCIES 1ST SUBMITTAL
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<br /> - - BUILDING SIZE: 65,715S
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<br /> C.•1 � � � SHEET TITLE
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<br /> LAB DEM
<br /> B FLOOR
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<br /> A - - - - - - - - - - - - - - - - - - - - - - - - - PLAN
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<br /> 1 SLAB / DEMO FLOOR PLAN SCALE: 1/8" = 1'-0"
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