license c000869 isometric of gas line on sheet p-103 for full extent 1'-0" (or as reqd for...
TRANSCRIPT
AREA NOT IN CONTRACTAREA N.I.C.AREA N.I.C.
F.E. E
E
E
E
E
P
E
F.E.
E
KITCHEN
101
COOLER
107
FREEZER
108
PANTRY
104
OFFICE
103
DISH WASHING AREA
102
SERVING AREA
100
CLOSET
JANITOR
105
CLOSET
EMERGENCY SUPPLY
106
RECEIVING AREA
109
TOILET
111
TOILET
110
AREA =
1
2
AREA NOT IN CONTRACTAREA N.I.C.AREA N.I.C.
F.E. E
E
E
E
E
P
E
F.E.
E
GC STAGING AREA
EX
AREA =
TEMPORARY DELIVERY AREA
W3
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SEE PLUMBING
ISOMETRIC OF GAS
LINE ON SHEET P-103
FOR FULL EXTENT
1'-0"
(OR
AS
RE
QD
FO
R P
ITC
H O
F S
AN
ITA
RY
LIN
E)
8" C
OM
PA
CT
ED
G
RA
VE
LC
OM
PA
CT
STR
UC
TUR
AL
FILL
1'-0"
SANITARY LINE PER PLUMBING DRAWING
CUT & PATCH 6 MIL POLYETHYLENE VAPOR
BARRIER, OVERLAP 2" EACH SIDE
#4 BAR 12" LONG DRILLED 6" INTO EXISTING SLAB
24" ON CENTER STAGGERED OPPOSITE SIDES
3500 PSI CONCRETE FILL
SAW CUT EXISTING CONCRETE SLAB
4"
EXG
SLA
B
D-1
DE
MO
LITI
ON
FLO
OR
PLA
N15
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12/0
2/20
16
=
SCALE:
D-1
1
1'-0"3/16"
DEMOLITION FLOOR PLAN
PATCH AND REPAIR EXISTING CONCRETE SLAB FOR EVEN SURFACE
AND READY TO RECEIVE NEW FLOORING.
DEMOLITION KEY NOTES
1
2
3
GENERAL NOTES
· CONTRACTOR TO ADJUST SHELVES AS NEEDED AND MOVE EXISTING
FURNITURE WITHIN ROOMS AS REQUIRED TO PERFORM/COMPLETE WORK.
· PATCH AND REPAIR ALL EXISTING WALLS, AND FLOORS AFTER DEMOLITION
AND PREP TO RECEIVE NEW FINISH.
· REMOVE ALL EXISTING WALL FIXTURES SUCH AS TACK BOARDS, CLOCKS, AND
SIGNAGE PLAQUES PRIOR TO CONSTRUCTION. PATCH AND REPAIR AS
REQUIRED. COORDINATE WITH OWNER FOR SALVAGING/DISPOSAL, UNLESS
OTHERWISE NOTED.
· PROTECT BUILDING USERS FROM AREA OF WORK. MAINTAIN MEANS OF
EGRESS AT ALL TIMES.
· PROVIDE FILTRATION MEDIA WITH A MINIMUM EFFICIENCY RATING OF MERV 8
AT EACH RETURN AIR GRILLE ON DUCTED SYSTEMS.
· CONTRACTOR TO PROVIDE AND REPLACE FILTERS AT EXISTING AHU.
- REPLACE WHEN THE MAJORITY OF DEMOLITION IS COMPLETED.
- REPLACE FOLLOWING COMPLETION OF DRYWALL SANDING.
- REPLACE AT COMPLETION OF THE WORK AND AS NEEDED. (REVIEW
ONCE A WEEK AND REPLACE WHEN FILTER IS DIRTY.)
EXISTING DOOR AND FRAME TO BE REMOVED.
DEMOLITION LEGEND
EXISTING WALL/PARTITION TO REMAIN
EXISTING PARTITION / WALL TO BE REMOVED.
EXISTING FLOORING TO BE REMOVED.
5
6
EXISTING DOOR AND FRAME TO BE REMOVED. OPENING TO BE
PREPARED FOR NEW DOOR AND FRAME.
EXISTING FIXTURE TO BE REMOVED.
REMOVE EXISTING FIXTURE AND SALVAGE FOR RELOCATION, PER
SHEET SQ-1.
EXISTING DOOR TO BE REPLACED.
EXISTING FURNITURE / EQUIPMENT TO BE REMOVED
OR RELOCATED TO TEMPORARY WARMING KITCHEN.
OPENINGS IN ROUGH SLAB.
4
EXISTING FURNITURE AND/OR EQUIPMENT TO BE REMOVED OR
RELOCATED TO TEMPORARY WARMING KITCHEN. REFER TO SHEET SQ-1.
7
TRENCH IN CONC SLAB OR BITUMINOUS CONC PAVING PER TYP DETAILS.
REFER TO SHEETS A-5a, M-101, P-102, P-103 FOR GAS LINE, AND QF104.
8
EXISTING SHELVING TO BE REMOVED/RELOCATED AS NEEDED.
9
REMOVE EXISTING VCT INCLUDING RESIDUAL ADHESIVE. PREP SURFACE
FOR NEW FLOORING. CUT VCT FROM CORNER TO CORNER OF OUTER
EDGE OF WALL DIVIDING WHERE SERVING ENDS AND DINING BEGINS.
SEQUENCE 2
CUT OPENING 24" X 24" IN ROUGH SLAB CENTERED ON
NEW FLOOR DRAIN (TYPICAL). PATCH SLAB TO MATCH PER
TYPICAL DETAIL AND PITCH DOWN 1/4" PER FT TO DRAIN.
1
03/23/2016
ZL
BLD
G D
EP
T. C
OM
ME
NT
S
1
1
1
10 WALL OPENING FOR TEMPORARY PLUMBING.
2
06/21/2016
TA
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MD
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=SCALE:
TYPICAL SLAB DETAIL
3" 1'-0"
3
3
10/10/2016
TA
MP
ER
MIT
R
ES
UB
MIT
TA
L
11 WALL OPENING FOR NEW DOOR.
3
3
3
3
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1
3
2
CONCRETE NOTES
C-1 REINFORCED CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE "BUILDING CODE REQUIREMENTS FORSTRUCTURAL CONCRETE" (ACI 318) AND THE "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI301) OF THE AMERICAN CONCRETE INSTITUTE.
C-2 MIXING, TRANSPORTING, PLACING AND TESTING OF CONCRETE SHALL BE IN ACCORDANCE WITH ACI 301.
C-3 PRIOR TO CONCRETE PLACEMENT, THE CONTRACTOR SHALL SUBMIT A CONCRETE MIX DESIGN PREPARED INACCORDANCE WITH THE SPECIFICATIONS OF THE STRUCTURAL ENGINEER FOR REVIEW.
C-4 CONCRETE SHALL BE NORMAL WEIGHT CONCRETE (150 PCF) WITH CEMENT CONFORMING TO ASTM C150, TYPE I,UNLESS OTHERWISE NOTED.
C-5 REINFORCEMENT:
A. DEFORMED BARS: ASTM A615, GRADE 60 Fy=60KSIB. DEFORMED BARS TO BE WELDED: ASTM A706, GR. 60 Fy=60KSIC. WELDED WIRE REINFORCEMENT: ASTM A185 Fy=60KSI
C-6 REINFORCING BARS SHALL HAVE THE FOLLOWING MINIMUM CONCRETE COVER FOR CAST-IN PLACE CONCRETE.UNLESS NOTED OTHERWISE:
A. CAST AGAINST EARTH: 3"B. EXPOSED TO EARTH OR WEATHER 2"C. CONCRETE NOT EXPOSED TO WEATHER 1"
C-7 CAST-IN-PLACE CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH (F'c) AS FOLLOWS:
A. FOOTINGS 3000 PSIB. PIERS/GRADE BEAMS 3000 PSIC. WALLS 3000 PSID. SLABS-ON-GRADE 3500 PSI
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12/02/2016
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