HomeMy WebLinkAbout1148.97.3FOUNDATION 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 9' -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.)
notes.FNDI
LEGEND FOR FOUNDATION PLAN:
C.M.U. WALL
C.M.U. WALL WITH BRICK
POURED CONCRETE WALL
r- - - - - - - - -
1 1 CONTINUOUS FOOTING
L- - _ _ - - - _ _ J
(2) 4 "x8" PRE -CAST LINTELS
--- W8x18 - DROPPED -- BEAM ABOVE (SIZE /TYPE NOTED)
BP BEAM POCKET (SIZE NOTED ON DRAWINGS)
mi WALL 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 - 55"
I -
96"
0 -
136"
E - 64"
J -
104"
P -
144"
Iegend.FNDI
75' A"
FOUNDATION - PARTIAL BASEMENT
XX'.XX'
SCALE - 1/4" = 1' -0"
C
D
09/