36C24919R0186-0006008.pdf

20'-3" 21'-8" 21'-8" 21'-8"

16'-1 1/4" 5'-6 3/4"13'-3 1/4" 8'-4 3/4"

S3.01

SHEET NOTES:

EXISTING FOOTING

1.

KEYED NOTES:

REFER TO ARCH SHEETS FOR DEMO PLANS

2.

CONTRACTOR TO FIELD VERIFY ALL

EXISTING CONDITIONS PRIOR TO ANY DEMO

OR NEW CONSTRUCTION.

3.

CONTROL JOINTS IN CONC SLAB ON GRADE

@ 15'-0" O.C. (MAX)

EXISTING CONC COLUMN

EXISTING FLOOR TO REMAIN

NEW HSS COLUMN ON EXISTING CONC WALL

NEW HSS COLUMN ON CONC PEDESTAL & FOOTING

NEW 6" CONC SLAB

NEW 8" CONC HOUSE KEEPING PAD SEE ARCH FOR EXTENTS

(TYP)

(TYP)

S3.02

FA

C1 B1

243.00'

F8 C1 B1

249.33'

F6 C1 B1

244.50'

P2

P1 P1

NEW FIN FLR = 250.33'

NEW FIN FLR = 254.83'

EXISTING FIN FLR = 250.33'

EXISTING FIN FLR = 250.33'

CJ

CJ

C J

CJ

CJ

C J

C J

S2.02

S2.02

S2.02

S2.02

S2.02

S2.02

S2.01

NEW HYDRO THERAPY UNIT, SEE ARCH FOR EXACT LOCATION

7'-6" 7'-6"

EXISTING TOF = 243.00'

EXISTING

TOF = 243.00'

EXISTING

TOF = 243.00'

EXISTING

TOF = 243.00'

S2.02

S2.02

EPOXY DOWEL WALL REINFORCING AND GRADE BEAM REINFORCING

INTO EXISTING WALL w/ HILTI HIT-HY 200 ADHESIVE (6" MIN EMBEDMENT)

TOP OF

GB = 249.33'

EXISTING

FIN FLR = 250.33'

PAD FOOTING SCHEDULE

MARK FOOTING SIZE THICKNESS REINFORCING

PAD FOOTING SCHEDULE NOTES:

1. PAD FOOTINGS ARE CENTERED UNDER COLUMNS UNLESS NOTED OTHERWISE.

2. EQUALLY SPACE REINFORCING WITHIN EACH PAD FTG SIZE.

COLUMN SCHEDULE

MARK COLUMN SIZE BASE PLATE SIZE ANCHOR BOLTS

C1

NOTES

F8 8'-0"x8'-0" 1'-6"

8-#6 EA WAY BOT

HSS6X6X3/8 B1 4 - 3/4" Ø F1554 GR 36 GRAVITY

DKB LEB

F6 6'-0"x6'-0" 1'-6"

10-#5 EA WAY BOT

FA SEE PLAN

1'-6" MIN MATCH

DEPTH OF ADJACENT

FOOTING

#6 @ 7" O.C. BOT

(TRANSVERSE DIR)

#6 @ 7" O.C. BOT

(LONGITUDINAL DIR)