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C40WAWLIE LANID046
(SEE DETAIL 4*14 rl 1. 1 1
40'-5 1/40
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F-1105TIN15 CONSTRUCTION
TO REMAIN
/EXISTING, CONCRETE
SLAB TO REMAIN
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11
GENERAL NOTES 11
I. ALL DION5 SHOW PERTAINING TO EXISTING
CONDITIONS SHALL. BE \MMF"W IN THE FIELD.
2. IN THE CASE OF ANY P15CJREPENCIE-5 BETHEEN THE
DRA"N&S AND THE EXISTINS COINVITIONS, THE
ARCHITECT SHALL BE NOTIFIM IMMEDIATELY,
GENERAL NOTES
I. F
FINISH FLOOR ELEVATION 19 100'-0•.
2. T
TOP OF NEW FEEMSTAL TO BE 6• BEWN FINISH FLOOR.
3. T
TOP OF NEW POLL FOOTING TO BE 2"-Ou M.OH FINISH FLOOR.
4. T
TOP OF NEW EXTERIOR COLUMN FOOTINS TO 15E 7-88 BELOW
4 05 YERT YV 5 05 TVs
F"154 FLOOR.
5 A
ALL DEMEN54ONS SHOM PERTAININ& To EXISnm&
EJ
CONDITIONS SHALL 19E VERIFIED IN THE FIELD.
6. I
IN THE CASE OF ANY n50REPENCES BETREN THE
DRA"NSS AND THE EX15TIN6 CONViTION!k THE
APAr,MTWT SHALL BE NOTWIED IMMEDIATELY.
-7. A
ALL 5EAM5 SHALL CONFORM TO AtSTM A36.
&. A
ALL STEEL TUBE COLUMNS 514ALL CONFORM To
ASTM A500, &RADE 650.
4. P
PROVIDE HORIZONTAL DRID&IN& IN A".01WANC-E
WITH SJI SPEWFICATI0N5.
to. D
DES116N LOADSL
LIVE LOAD, 30 PSIX
DEAD LOAD, 5 F5F
P*V LOAD, 20
(HORIZONTAL)
FUND LOAD, 32 PSF
(VERTICAL)
GENERAL NOTES 11
I. ALL DION5 SHOW PERTAINING TO EXISTING
CONDITIONS SHALL. BE \MMF"W IN THE FIELD.
2. IN THE CASE OF ANY P15CJREPENCIE-5 BETHEEN THE
DRA"N&S AND THE EXISTINS COINVITIONS, THE
ARCHITECT SHALL BE NOTIFIM IMMEDIATELY,
KA%LL FOOTIN& SCHEDULE
MARK
#
EXISTING C-OL" LINE
P49
NEW C-40L" LINE
GOVT. j
EXISTIN& CONCRETE STRUCTURE
4 05 E.K BOTTOM'
5 46 E.K BOT TOM
15 *6 EyL
TO F&R.WN
4 05 YERT YV 5 05 TVs
NEW CAOINORM STRUCTURE
cli
COW,. SLAB CONTROL JOINT
EJ
CONC. SLAB EWM60N JOINT
KA%LL FOOTIN& SCHEDULE
MARK
roarwo si
I - -
FOOTING Rew.
P49
2*-0*
GOVT. j
I'--o'
4 05 E.K BOTTOM'
5 46 E.K BOT TOM
15 *6 EyL
W2
4 05 YERT YV 5 05 TVs
CONT, I
1--o-
4 05 YERT W 3 03 TWS
COLUMN FOOTING SCHEDULE
FOOTING SIZE
MAW
WIDTH �LENGTN DEPTH
FOOTING WINF.
PILASTER SIZE
PILASTER WINIF.
I REMARKS
F! 3--o•
15'-0'
L F , ' 5
- -5' -O"
3,-Om 1 v_ON
1 51-00 I'ON
4 05 E.K BOTTOM'
5 46 E.K BOT TOM
15 *6 EyL
11-40 X 1'-4•
4 05 YERT YV 5 05 TVs
110 x 14-4"
-4
4 05 YERT W 3 03 TWS
FOUNDATION PLAN
SCALE: I/8" = 11-061
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elf,
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