HomeMy WebLinkAbout0524.95.254' -8" OUVOUT
I
FOUNDATION MOTES:
I. ALLOWABLE 501L PRE55URE 2000 PSI.
2. FLOOR 5LAB AREAS TO BE COMPACTED TO q5%
MAX. DRY DENSITY.
3. 5TANDARD BASEMENT AND GARAGE 5LAB TO BE
4" CONCRETE ON & MIL. BAPOR BARRIER OVER
4" GRAVEL FILL.
4. 5TRUGTURAL CONCRETE FOOTIN65 TO BE 2500
PSI, 5LAB5 3500 PSI.
5. BOTTOM OF ALL. FOOTIN65 TO BE SET BELOW
LOCAL FR05T LINE. 5EE DETAILS.
6. PROVIDE ANCHOR BOLT5 1 /2 "DIA. x 10" 5TARTIN6
® 6" FROM EACH CORNER ® 6'-0" O.G. AND AT
EACH 51DE OF ALL OPENINGS, MIN. (2) PER PIECE
OF SILL.
-1. CRAWL 5PACE:
A. PROVIDE MIN. 4" GRAVEL OVER 6 MIL
POLY VAPOR BARRIER.
B. DEPTH OF GRAWL TO BE MIN. 2' -0 ", BOTTOM
OF _1015T TO GRAVEL.
MA50NRY LEDGE -
WHERE APPLIGABLE
u_
24"
(TYF. ALL)
IS) =
�4 4
No
N
DETAIL OI
®MA50NRY COND.
PROVIDE 4 "X8"
MASONRY LEDDGE
g14
MAIN LEVEL FIN. FLR.
TOP OF FOUND. WALL
MAIN LEVEL FIN. FLR.
p
DETAIL
a
0
NOTE: REF. STRUCTURAL SHEET FOR GENERAL FRAMING NOTES.