06-1811-011CON('
SEE
& RE
CONC.
SEE F
& REI
STAIR SECTION 1
SCALE: 3/8"=1'-0" �+-1
TOP BARS SEE
SCHED.
BOTTOM BARS
SEE SCHED.
#4®12"EA.
2-#5 EA. SIDE
(TYP)
STAIR SECTION 2
SCALE: 3/8"=1'-0" �+-1
12'-6"
B-13 BEAM DETAIL (TB -1 SIM.)
SCALE: 3/8"=1'-0"
3
S-1
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57'-6" ;
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ol 5'-2" 6'-0" ol 5'-2" I 25'-10" 3'-0" 2'-8" I 9'-8"
10
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I I I
I I I
I I I I FOUNDATION NOTES:
1 1 i I
I I I 1. BOTTOM OF FOOTING SHALL BEAR ON CONTROLLED COMPACTED
I I I FILL CAPABLE OF SAFELY SUPPORTING 2000 PSF.
I I 2. BOTTOM OF ALL FOOTINGS MUST BE INSPECTED AND APPROVED
I I I I BY A REGISTERED SOILS ENGINEER BEFORE PLACING ANY CONCRETE.
APPROVAL IN WRITING MUST INDICATE THE SOIL IS ADEQUATE TO
SAFELY SUSTAIN SPECIFIED SOIL BEARING PRESSURE.
1 I I 1E)
3. ALL FOOTINGS ARE CENTERED BENEATH BEARING WALLS & COLUMNS.
C-2 I 4. TOP ELEVATION OF FOOTING IS -2'-0".
__________ _ _ _ _ _ — _ _ _ _ _ ._ _ — _ J 5. SEE FOOTING AND COLUMN SCHEDULES ON SHEET NO. S-4
I ----------- —--------- I 6. LEGEND:
Ilk1
F-r
8" BEARING C.M.U. WALL RE]NF. W/5048" O.C. IN GROUTED CELLS
— _ _ _ _ _ _ F 18 —
_ _
0 FILLED CELL RE7NF. W/ 1 J5, SEE PLAN FOR LOCATION.
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-7
. m
-8 - 9'-0„
-71. 4'-0" I. 6'-0" I_ 4'-0"
64'-0"
] FOUNDATION PLAN
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12'-6"
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