11-705-0261
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98 " -0" 4-
23' -4" 2 "_0"
TB: 8"X 12° CONCRETE TIE BEAM WITH 4
Fl: 24'W X 68"L X 16' DEEP FOOTING, REINFORCED WITH 3#5 BOTTOM
WAY
F12: 24' X 24" X 12' DEEP FOOTING, REINFORCED WITH 3#5 BOTTOM EACH
i B # (CONTINUATION OF
#5 CONTIN, #3 CLOSED TIES, SPACED
22'-11*
Fl 3:48"X 48' X 12' DEEP FOOTING, REINFORCED WITH 5#5 BOTTOM EACH
BOTTOM #4@12-
4 @12- FROM EACH CORNER EACH SIDE,
r—
--a
IF-11 T.E.
BOTTOM
BAL @48" OC. PROVIDE 2 #5 BENT BARS
FS, F6:42"X 42"X 12* DEEP FOOTING, REINFORCED WITH 5#5 BOTTOM
F15 AND F16: 36"X 36' X 16"DEEP FOOTING, REINFORCED WITH 4#5
EACH WAY
5 °-{1" LONG AT EACH CORNER.
F8 AND Fl 0: 32* X 32' X 12- DEEP FOOTING, REINFORCED WITH 4#5
F17: 52"X 52* X 16" DEEP FOOTING, REINFORCED WITH #5@8* BOTT EA
BOTTOM EACH WAY
8'X 16" CONCRETE BLOCK WALL WITH
F9: 64* X 64* X 16"DEEP FOOTING, REINFORCED WITH #5@ o, BOTTOM F—w,
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ARCHITECTURAL FOR HEIGHT - PROVIDE
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LOCATION NOT DRAWN IN FOUNDATION
PLAN FOR CLARITY)
MIN SPLICE 30"
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TOP OF FTNG ELEVATION: MUST BE 16"
I GRADE. 6X6 1.411.4 W.W.F.
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BELOW EXISTING GRADE OR
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WHICHEVER EVER IS LOWER
COMPACTED FILL
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23' -4" 2 "_0"
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15. -5" i® I 4` -0"
28- x 2s` REINFORCED MASONRY L ® °° _ G F -11 _
COLUMN, PROVIDE 1 #S V AT d
EACH CORNER IN BLOCK
FILL ALL CELLS IN THIS COLUMN
VATH NCRETE.
mm
SPREAD FOOTINGS
TB: 8"X 12° CONCRETE TIE BEAM WITH 4
Fl: 24'W X 68"L X 16' DEEP FOOTING, REINFORCED WITH 3#5 BOTTOM
WAY
F12: 24' X 24" X 12' DEEP FOOTING, REINFORCED WITH 3#5 BOTTOM EACH
i B # (CONTINUATION OF
#5 CONTIN, #3 CLOSED TIES, SPACED
F2 AND 173: 36* W X 58'L X I 6"DEEP FOOTING, REINFORCED WITH w
Fl 3:48"X 48' X 12' DEEP FOOTING, REINFORCED WITH 5#5 BOTTOM EACH
BOTTOM #4@12-
4 @12- FROM EACH CORNER EACH SIDE,
R AND F7: 361W X 48"X 12"DEEP FOOTING, REINFORCED WITH 4#5
F14:42X 42"X 16' DEEP FOOTING, REINFORCED WITH 4#5 BOTTOM EACH
BOTTOM
BAL @48" OC. PROVIDE 2 #5 BENT BARS
FS, F6:42"X 42"X 12* DEEP FOOTING, REINFORCED WITH 5#5 BOTTOM
F15 AND F16: 36"X 36' X 16"DEEP FOOTING, REINFORCED WITH 4#5
EACH WAY
5 °-{1" LONG AT EACH CORNER.
F8 AND Fl 0: 32* X 32' X 12- DEEP FOOTING, REINFORCED WITH 4#5
F17: 52"X 52* X 16" DEEP FOOTING, REINFORCED WITH #5@8* BOTT EA
BOTTOM EACH WAY
8'X 16" CONCRETE BLOCK WALL WITH
F9: 64* X 64* X 16"DEEP FOOTING, REINFORCED WITH #5@ o, BOTTOM F—w,
12- TOP EA WAY.
FILLED CELLS
BOTTOM #4@12- TRANSV SW,
#4 VERT @32" MAX. (ACTUAL
to
LOCATION NOT DRAWN IN FOUNDATION
PLAN FOR CLARITY)
MIN SPLICE 30"
'E
TOP OF FTNG ELEVATION: MUST BE 16"
BELOW EXISTING GRADE OR
UNDERCUT EMBEDMENT 8- INTO ROCK,
WHICHEVER EVER IS LOWER
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2 #5 CQNTIN.
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mvvF-1 I II p� WF -24 _ I r- ,q:ELevAnaa _�___________ ____
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15. -5" i® I 4` -0"
28- x 2s` REINFORCED MASONRY L ® °° _ G F -11 _
COLUMN, PROVIDE 1 #S V AT d
EACH CORNER IN BLOCK
FILL ALL CELLS IN THIS COLUMN
VATH NCRETE.
mm
SPREAD FOOTINGS
Fl 1: 36* X 36* X 16" DEEP FOOT! NG, REINFORCED WITH 4#5 BOTTOM EACH
Fl: 24'W X 68"L X 16' DEEP FOOTING, REINFORCED WITH 3#5 BOTTOM
WAY
F12: 24' X 24" X 12' DEEP FOOTING, REINFORCED WITH 3#5 BOTTOM EACH
i B # (CONTINUATION OF
F2 AND 173: 36* W X 58'L X I 6"DEEP FOOTING, REINFORCED WITH w
Fl 3:48"X 48' X 12' DEEP FOOTING, REINFORCED WITH 5#5 BOTTOM EACH
BOTTOM #4@12-
R AND F7: 361W X 48"X 12"DEEP FOOTING, REINFORCED WITH 4#5
F14:42X 42"X 16' DEEP FOOTING, REINFORCED WITH 4#5 BOTTOM EACH
BOTTOM
FS, F6:42"X 42"X 12* DEEP FOOTING, REINFORCED WITH 5#5 BOTTOM
F15 AND F16: 36"X 36' X 16"DEEP FOOTING, REINFORCED WITH 4#5
EACH WAY
BO-T7OM EACH WAY
F8 AND Fl 0: 32* X 32' X 12- DEEP FOOTING, REINFORCED WITH 4#5
F17: 52"X 52* X 16" DEEP FOOTING, REINFORCED WITH #5@8* BOTT EA
BOTTOM EACH WAY
WAY, AND #4@12' TOP EA WAY.
F9: 64* X 64* X 16"DEEP FOOTING, REINFORCED WITH #5@ o, BOTTOM F—w,
12- TOP EA WAY.
F20 AND F21: 24" W X 48"L X 16* DEEP FOOTING, REINFORCED WITH 3#5
BOTTOM #4@12- TRANSV SW,
8" W -10"
TO THE BEST OF
COMPLIANCE THIS DESIGN IS IN
WITH THE 10 •' Ir. BUILDING
CODE r THE TECHNICAL CODES
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