10-344-0085'-4"
•
/ — — WF-16
TC-3
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WF-16
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II
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SOIL STATEMENT
SOIL FOUND TO BE ROCK k SAND W/
A MAXIMUN PRESUMTIVE CAPACITY OF
2000 PSF, AFTER GROUND BREAKING
THE ARCHITECT SHALL BE NOTIFIED
FOR INSPECTION OF SITE AND FOUNDATION.
A LETTER SHALL BE PROVIDED, ATTESTING
THAT THE SITE HAS BEEN OBSERVED AND
THE FOUNDATION CONDITIONS ARE SIMILAR
TO THOSE UPON WHICH THE DESIGNED IS
BASE.
FOOTING SCHEDULE
MARK
SIZE
DEPTH
g0TT• REINFORCEMENT
REMARKS
SHORT WAY
LONG WAY
TE
8" x CONT.
--
1 #5
THICKENED EDGE
WF-16
CONT.16"X12"
12"
--
2#5
WF-36
CONT.36"X12"
12"
--
4#5
F3.0
3'-0" X 3'-0"
12"
5#4
5#4
F3.5
3'-6" X 3'-6"
12"
5#4
5#4
TOP AND BOTTOM
FOOTING NOTES:
0
• I FC I • I 1. AT ALL FOOTING CORNERS AND INTERSECTIONS, PROVIDE 2#5 L-SHAPED CORNER BARS
WF-16
WITH 30-INCH LONG LEGS.
2. LAP SPLICE BARS MINIMUM 36-INCHES.
STRUCTURAL NOTES:
III I • — W 1 1S WHERE CONC. FOOTING BEGINS FROM EXIST. CONSTRUCTION, DRILL 6" INTO SIDE OF EXIST. FOOTING k SET
WF-16 WF-16 • 2#7 x S-0" DOWELS IN EPDXY ADHESIVE.
1 2S OPEN END SHELL OF EXIST. C.M.U. AND FILL MONOLITHIC WITH SC OR CONCRETE COL.
. I 1 4 rnNT
4" CONC
SLAB
4" THICK CONCRETE SUB -ON -GROUND '
6 X 6 - W1.4 x W1.4 W.W.F. AT MID -DEPTH ON
POLYETHYLENE SHEET OVER COMPACTED SOIL.
(TYP.)
I I�
WF-16 FC
I•I 1
I.I
II I
• 0
6'-4"
FC WF-16 TC-1 Tr L •
— — — --I 71F_/1 — — -� F 3.0 TE-8
TE-8 I•IFG-1 T
D'�' " I I I 1 Lo
IWF-16 WF-161 TF_lI
II II
2S - I Lo
i I I I FC 1
FC-1O i
TE-8 • 1 S
TC-1 TC-1
— — — EXSITING FTG — —
EXSITING FTG
I
EXISTING 4" CONCRETE SLAB
FC — EXSITING FTG — — —
•
6'-6" 6'-6"
—EXW4?4G -FT-r.- — -J EXSITING FTG —
N
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DBL. WWF
1 #5 I ��� I
TYPICAL THICKENED
EDGE DETAILTE
SCALE: 3/4 =1 =0„
13'-9"
TE-8 — — — — — TE-8
EXSITING FTG
EXISTING 4" CONCRETE SLAB
F
EXSITING FTG
— — — � — EXSITING FTG
FOUNDATION PLAN
1 /4"=1'-0"
TYP.DROP SLAB
13'-g"
u — TE-i
4" THICK CONCRETE SLAB -ON -GROUND
6 X 6 - W1.4 x W1.4 W.W.F. AT MID -DEPTH ON
POLYETHYLENE SHEET OVER COMPACTED SOIL.
(TYP.)
EXSITING FTG
FC-1 I
— EXSITING FTG — — — —
F
FC Iin
i
Ln
EXSITING FTG I
TC-1
FC I O W -16 — — -
2S
1S �
2
2'-11"
3.5
i
i�
COLUMN
SCHEDULE
MARK
SIZE
REINFORCEMENT
REMARKS
VERT. OR BASE PLATE
TIES OR CAP PLATE
TC-1
i"X 12"
4#5
#3 0 8"
TC-2
8"X16"
4#6
#3 0 i"
TC-3
SEE DETAIL
5#5
#3 0 8"
FC
1#6 IN GROUT FILLED CELLS 0 40" O.C.(U.O.N)
(SEE PLAN)
FC-1
2#6 IN GROUT FILLED CELLS
COLUMN NOTES:
1. HOOKED DOWELS, SAME SIZE AND NUMBER AS VERTICAL REINFORCEMENT,
SHALL BE EMBEDDED TO BOTTOM OF FOOTING BELOW AND SHALL LAP
MINIMUM 30 BAR DIAMETERS WITH VERTICAL REINFORCEMENT IN COLUMNS.
2. HOOK ALL VERTICAL COLUMN REINFORCEMENT AT TOP.
3. WHERE NEW COLUMNS BEGIN FROM EXISTING MEMBERS, DRILL 6" INTO
EXISTING CONCRETE ABOVE AND BELOW AND SET 2 #6 x 4'-0" DOWELS
FOR TC's AND 1 #5 FOR FC's AND SC's. IN EPDXY ADHESIVE
9 GA. LADDER TYPE HOR.
JOINT REINF. EVERY SECOND
COURSE (16" O.C.) EXTEND
4" INTO TIE COLUMNS
so
b
TC-3
8" CONC. BLOCK WALL. FOR REINFORCED CELLS
LOCATION SEE PLAN.(TYP)
1 /2 EXP. JOINT
TOP OF FIN. FLOOR.
4" CONC. SW N WELL COMPACTED FILL
W/ 6 x 6 - W .4 x W1.4 W.W.F. (TYP. U. 0. N.)
n �-
EL. SEE PLANjk
m
_xx—x—x— x—x—
GRADE fi
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VAPOR BARRIER
Z -IIILII COMPACTED FILL
GA LADDER TYPE JOINT REINF. 0 EVERY
13'-g" F _ JOINT BELOW GRADE. FILL ALL CELLS SOLID W/
GROUT BELOW GRADE (TYP). EXTEND JOINT
REINF. 4" INTO CONC. COLUMNS (TYP)
FOOTING (SEE FND. PLAN)
TE-8
3" CL. . .
A A A A I-
_ I
3" CL. ' I
UNDISTURBED NATURAL SOIL
OR COMPACTED FILL
TE-8TYPICAL WALL FOOTING DETAIL.
I
N. T. S.
iis
I
F_ F 3.5
TC-2
a — —
— EXSITING FTG
EXISTING 4" CONCRETE SUB — — — — — — —
EXSITING FTG EXSITING FTG
FC-1 I
I I
I II
1 �
L—
I I
EXSITING FTG I
• I FC-1 I I
EXISTING 4" CONCRETE SLAB
M I EXSITING FTG I EXISTING 4" CONCRETE SLAB
t II
EXSITING FTG
I I
EXISTING 4" N
2S
13'-9"
TE-i
F 3.0 WF-16
co
•
4" THICK CONCRETE SUB -ON -GROUND
16 X 6 - W1.4 x W1.4 W.W.F. AT MID -DE TH ON
POLYETHYLENE SHEET OVER COMPACTED; IL(TY.
P.) —
WF-36
14'-5"
I CO CRETE SUB 1
IF 3.0 I i
II I
— — — — EXSITING FTG — — —
2S 1-7
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REVISIONI
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REMSION4
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