HomeMy WebLinkAbout1319.97.6FOUNDATION NOTES:
1. ALL FOUNDATION WALLS TO BE 8" THICK UNLESS NOTED OTHERWISE (U.N.O.)
2. DIMENSIONS ARE TO FACE OF WALL TYPICAL (U.N.O.)
3. TOP OF STEEL BEAMS TO ALIGN WITH TOP OF FOUNDATION WALLS (U.N.O.)
4. TOP OF CRAWL BEAMS ((4)2x12) TO ALIGN WITH BOTTOM OF FLOOR JOISTS (U.N.O.)
5. USE PRIMARY SEWER ENTRANCE LOCATION UNLESS SEWER LATERAL IS ON OPPOSITE
SIDE OF DRIVE THEN USE ALTERNATE ENTRANCE LOCATION.
6. FOUNDATION DIMENSIONS TO 8" PORTION OF FOUNDATION WALL (U.N.O.)
7. ALL BASEMENT POURED CONCRETE WALLS TO BE 8' -0" IN HEIGHT (U.N.O.)
8. ALL PRECAST LINTELS SHALL HAVE LINTEL POCKETS AS REQUIRED
- TYPICAL POCKET SIZE TO BE 6 -1/8 "1 x 8 -1 /8 "h X 4 "d (U.N.O.)
notes.fnd01
LEGEND FOR FOUNDATION PLAN:
C.M.U. WALL
C.M.U. WALL WITH BRICK
—� POURED CONCRETE WALL
CONTINUOUS FOOTING
L— — — — — — — — — J
Vx (2) 4 "x8" PRE-CAST LINTELS
- - W8x18 - DROPPED -- BEAM ABOVE (SIZE /TYPE NOTED)
BP BEAM POCKET (SIZE NOTED ON DRAWINGS)
JWALL PLATE LINE MARKER
PRE -CAST LINTELS (2) TYPE 'A' (OR OTHER - SEE
BELOW) BOTTOM OF LINTELS AT 32" BELOW TOP OF
FOUNDATION WALL (OR AS NOTED OTHERWISE)
A - 32" long
F -
72"
L -
112"
B - 40"
G -
80"
M -
120"
C - 48"
H -
88"
N -
128"
D - 56"
1 -
96"
0 -
136"
E - 64"
J -
104"
P -
144"
Iegend.fnd01
4" CONCRETE WALK
ON 4" MIN. GRANULAR
FILL MATERIAL
0 0
WALK
FISHERS BUILDING JURISDICTION ONLY -
ADD A 3'X 4' CONC. STOOP NO MORE THAN
8" BELOW FINISHED FLOOR r — — — —
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-- - - - - -- - -
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I I
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N I ALTERNATE SEWER ENTRANCE
I I
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10' -2" TO SUMP
0
N
64" LONG P.C. LINTELS 56" LONG P.C. L[NTELS
BOTTOM AT 24" BELOW BOTTOM AT 16" BELOW TOP
o TOP OF CONCRETE WALL ° OF CONCRETE WALL
[TYP. OF 2) W ° (TYP. OF 41
53'-4*
27' -0 172" 14' -0" 12'-3 112"
4' -2" 5' -8" 4' -2"
F— — — — — — — — — — — — — — — — — —
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- 4" CONCRETE SLAB I LONG P.C. LINTELS
ON GRANULAR FILL I BOTTOM AT 8" BELOW LL M o
i.J TOP OF CONCRETE WALL PERIMETER DRAIN
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24 "x24 "x12 "d CONCRETE
FOOTING - TYPICAL m x
UNLESS NOTED OTHERWISE PRIMARY SEWER t
ENTRANCE LOCATION
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NO ANCHOR BOLTS
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L — — — — — — — — — — — — — — — — — — — — — — — — — — — J
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1' -4" 3'-0"
2'-8 172" i6' 3" 3' -0 112"
22' -0"
b
5' -0" TYP. I v
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CONCRETE DRIVE
0
N
8' -0"
12'-4"
53'-4"
CONCRETE
I GRANULAR FILL
I leu
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— — — — — — — — — — — — — — — — — —
o
PRIMARY WATER ENTRANCE L
I I 1 1 2 STEPS I I
e' -o"
31' -4"
" CONCRETE WALK
N 4" MIN. GRANULAR
[LL MATERIAL
7 L — J
24 "x24 "x8 "d
CONCRETE PAD FTG.
(TYPICAL OF 3)
FOUNDATION PLAN - FULL BASEMENT
0
0
O
m
in
e
60'.70'
SCALE - 1/4" = 1' -0"
52' -0"
I I o
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24 "x24 "x12 "d CONCRETE
FOOTING - TYPICAL m x
UNLESS NOTED OTHERWISE PRIMARY SEWER t
ENTRANCE LOCATION
II OmU
wr
I 12' -0" 14' -6 3/4" 13' -7 112" 11'-9 3/4" m
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L B Z-- —
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w ( L — — — — — — — N BASEMENT a
L - - - - - - - - , M 4" CONCRETE SLAB
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6'-8" ON 4" MIN, GRANULAR FILL
I L - - - -� I
NO ANCHOR BOLTS
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BP r - - -� r - - -� r - - -� BP
I I I I I C I I C I
I I I. I I I I I I I I
L_ — J L_
I ti I I I
20' -8" 1'-6 3/4" 7'-II" 3' -4 112" 11' -9 3/4" I
I I I
I GARAGE I I `° I
4" CONCRETE SLAB �I
1
ON GRANULAR FILL I
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I I _ I
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o L — — — — — — — — — — — — — — — J L —
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0
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STEP FOOTING DOWN o
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L- - - - - -- - -- — — — — - - - - -- - --- I
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L — — — — — — — — — — — — — — — — — — — — — — — — — — — J
0
N
\ N
ILJ
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1' -4" 3'-0"
2'-8 172" i6' 3" 3' -0 112"
22' -0"
b
5' -0" TYP. I v
a
CONCRETE DRIVE
0
N
8' -0"
12'-4"
53'-4"
CONCRETE
I GRANULAR FILL
I leu
I
— — — — — — — — — — — — — — — — — —
o
PRIMARY WATER ENTRANCE L
I I 1 1 2 STEPS I I
e' -o"
31' -4"
" CONCRETE WALK
N 4" MIN. GRANULAR
[LL MATERIAL
7 L — J
24 "x24 "x8 "d
CONCRETE PAD FTG.
(TYPICAL OF 3)
FOUNDATION PLAN - FULL BASEMENT
0
0
O
m
in
e
60'.70'
SCALE - 1/4" = 1' -0"