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LEGEND FOR FOUNDATION PLAN:
C.M.U. WALL
C.M.U. WALL WITH BRICK
POURED CONCRETE WALL
CONTINUOUS FOOTING
L_ _ _ _ _ - - - _ -
(2) 4 "x8" PRE -CAST LINTELS
— — W8x18 - DROPPED — BEAM ABOVE (SIZE /TYPE NOTED)
BP BEAM POCKET (SIZE NOTED ON DRAWINGS)
JWALL PLATE LINE MARKER
A ( -32 ") 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"
l
- 96"
0 -
135"
E - 54"
J
- 104"
P -
144"
Ie9end.fnd01
FOUNDATION NOTES:
I . 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.
5. 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 8 -1 /8 "w x 8-1/8 "h X 4 "d (U.N.O.)
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NO ANCHOR BOLTS
4'-4"
53'-0*
11'-4"
8"
17' -0"
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ON 12
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NO ANCHOR
BOLTS 16 "x8 "d THICKENED
I 9'-11 172" 2' -10" 1'-2 172" SLAB (TYPI
I 1'-9 3/4"
5'-3 1/4" 11'-9" (WALL CTR./WALL CTR.) 2' -11 3/4" 1 1
(WALL CTR.) (WALL CTR.) i I
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STUD WALL ABOVE (TYP.)
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NO ANCHOR BOLTS 4" CONCRETE SLAB
ON GRANULAR FILL
__ ____ ________ __ __ _ _ __ ___ _____-
2' -6 172" 16' -3" 1 2' -6 172" 1'-0"
21' -4" 11' -7 172" 20'-0 1/2"
53'-0*
FOUNDATION PLAN
SLAB
B ELEVATION
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