11-109-008a i' 'i ! i !•
EACH 51DE OF OPENING. OPENING
E)(15TING WALL
ING FOR LIVING ROOM WINDOW (SEE
PLAN)
LADDER
VZONTAL REINFORCEMENT. O.C.
11 POURED COLUMN5 • / FILLED CELL5)
CONC.t ALL NEW BLOCK
•: W1 I LAYER OF
:• OF
ON COMPACTED ITREATED
k 13E IN5TAI I ED
'ION. EDGE OF 5LAI5 AT WALL TO BE 5*Xbm
i FROM ENTRANCE DOOR TO EDGE OF
FOOTING SCHEDULE --'-
TOP OF EASTING LIVING ROOM FINISH FLOOR TO BE BUILDING BENCH MARK (B.B.M:) +U_ G' '
MARK
SIZE REINFORCING REMARKS
TE lfil$ �--
_ 16' WIDTH x 18' DEPTH 2# 5¶NOI.IS__
TE 3018
30' WIDTH x 18' DEPTH 315 CONTINOUS
YVF 2012
20" WIDTH x 10' DEPTH 2 15 CONTINOUS
WF 4012
40' �an-I x 12' DEPTH_ _5 15_.coNriNous
NOTES
1 PROVIDE# 5 REBAR VERTIC& DOWELS FOR COLUMNS & FILLED CELLS. TO BE BENT INTO FOOTING.
WITH A MINIMUM BEND OF 9 UNLESS OTHERWISE NOTED.
2. ALL REINFORCEMENT TO LAPA MIN. OF 48 BAR • DIAMETERS O • A MIN. OF 1 UNLESS OTHERWISE NOTED.
CONTRACTOR3. PROVIDE 2 # 5 BENT BARS (32"x 32") AT EACH CORNER.
4. THE !CATE TOP ELEVATIONOF ALL NEW FOOTINGSOF i BELOWGRADE)
1!`.MATCH ELEVATION : EXIST. FOOTINGSARE DEEPER THAN i BELOW FINISH GRADE.
WIN
AR TYPE SIZE VLFNIJ%ML OILLL TIES REMARKS
REINFORCING
TG-1 CONCRETE 8" x 8' _.- 2# .5-----___ N.A. SEE NOTE N0. 1 & N0. 2
s • i
REMAINDER 0 8' D.C. (IN PAIRS)
3.5"X3.5*xl/4' CONCRETE FILLED
N OTES
1. THE # 5 & #7 VERTICAL REBARS TO BE BENT INTO TIE BEAM, WITH A MIN. BEND OF 9- (SAME AT FOOTING)
2. ALL RONFORCEMENT TO LAP A MIN. OF 48 BAR DIAMETERS OR A MIN. OF 32" UNLESS OTHERWISE NOTED.
';"f Y' Or SOUTH IA I-'
BUILDING P .
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