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FOUI�D�TION NOTF-5: I. ALLOWABLE SOIL PRESSURE 2000 P51.
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AG ,.E55 2. FLOOR 5LAB AREAS TO BE COMPACTED TO Q5%
PANEL MAX. DRY DE 1z" ITY. '
im
_ _ 3. STANDARD BASEMENT AND GARAGE SLAB TO BE�wT
I VENT — — — — — — — — — — — — — — — — — Z -�— — — — — VENT — — — ! 4" CONCRETE ON 6 MIL. BAPOR BARRIER OVER
Oz 4" GRAVEL FILL.
p� 1 4. STRUCTURAL CONCRETE FOOTINC75 TO BE 2500
P51 5LA135 3500 P51.
Q j CFI) I 5. BOTTOM OF ALL FOOTI NC75 TO BE SET BELOW
LOCAL FROST LINE. SEE DETAILS.
IN
- N (XW 6. PROVIDE ANCHOR BOLTS 1 /2 "DIA. x 10" STARTING
6" FROM EACH CORNER ® 6' -O" O.G. AND AT
u / EACH SIDE OF ALL OPENINGS, MIN. (2) PER PIECE
I8' -8" 9' --►" m I I OF SILL.
I --1 r- --I r- -� 11 I /4 "LVL BEA�+ ` -� � � ( 7. CRAWL. SPACE:
F � J
A. PROVIDE MIN. 4" GRAVEL OVER 6 MIL
. POLY VAPOR BARRIER. �-
I U- L - PILASTER B. DEPTH OF GRAWL TO BE MIN. 2' -0 ", BOTTOM
L (l
OF JOIST TO GRAVEL.
PIL TER (TYP) 1 » » /
I I6 x8 PIER ! I
36 "X36 "x12" V
FOOTING WO) I
I � #4 BARS E.W.
I
I �� /
�
_ Lai
4 I - I I
4
4 I ►� � � _ N I
Im i
IN
F I- / (- -� II I /4"LVL BEAM F -I F 7
IL- J- J L- L- J L J PILASTER (TYP) y I AVrL
%�PILTER (TYP) I6"x8" PIER__y
36 "x36 "x12" / 16 "x8" PIER I
I FOOTING W/(3) 36 "x36 "x12" I
.W/ FOOTING W/(3)
#4 BARS E I
1 1 N
#4 BARS E.W. I
W
zl Fv
s
S
I I PORCH SLAB ( n I
II — — — — — — — I IOT EXCAVATED L — — — I ®MASONRY COND. E N
GASH - I -� PROVIDE 4 "X4"
I (G` _ - - -J - I MA50NRY LEDDGE MAIN LEVEL FIN. FLR. pma
i I m - -i TOP OF FOUND. WA-L
- -- I
I I 1 12 '
LNO
I I n DETAIL �
II i
I
II 1
12' -5
" ' -2 "
4
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I �
N
I1 -
I
I I I I E--
I, �
I I 1 I 50D FULL Y�i�D
ul ..1
-7= 777777 77711717177-71171111111 N
22' -I" 3'
r a VN a c,e, �
NOTE: REF. STRUCTURAL SHEET FOR GENERAL FRAMING NOTES.
November 6, 1995