rn--2010-00104_0002-2.jpg OENERAL NOTES
1. FOOTING WIDTHS MUST BE AT LEAST
TWICE FOUNDATION WALL THICKNESS.
TWO STORY BRICK VENEER MUST HAVE
MIN. 20" WIDE FOOTING.
2. ANCHOR BOLT SPACING: G —O" MAX. OR THE
SAME AS REBAR SPACING WHIGHEVER IS LESS
3. MIN. THIGKNESS OF ANY SLAB ON GRADE
SHALL BE 3 -1/2'
4, FOUNDATIONS SHALL EXTEND NO LESS
THAN 12" BELOW FLOOR SLABS.
5. FOOTING SIZES ARE BASED ON SOIL WITH
AN ALLOWABLE SOIL PRESSURE OF 1500
POUNDS PER SQUARE FOOT. FOOTINGS ON SOIL
WITH A LOWER ALLOWABLE SOIL PRESSURE
SHALL BE DESIGNED ACCORDANCE WITH GOOD
ENGINEERING PRACTICE.
BLOWN INSUL-
TO EQUAL R -38
2x6 CEILING JOISTS
@24 O.G.
MAIN LEVEL
2x10 FLOOR JOISTS
@10" O.G. w/ T4,G FLOORING
GLUED AND NAILED
MAIN LEVEL
�_ - -_ 2x10FJ'S _ i
R -13 BATTS RIM
2x8
2x8 SILL •.
-GGA
1/2 "x8" SILL SEALER •e • ; I I
1 � a �.
ING 10" +1 1/4" NOSING 5 —10
a.
A
(3)2x12 m BASEMENT
STRINGER
4 GONGRETIF FLOOR — e
BASEMENT
8 "x`10' GONT. GONG. i•i—
FOOTING
ECTION WAt � SECTION
SCALE : " =1' —O"
THIS TABLE IS BASED ON A DESIGN, WHICH WOULD SUBJECT
THAT WOULD BE EXERTED BY THE SOIL HAVING AN EQUIVALE
IN ORDER TO USE THIS TABLE THE BOTTOM OF THE FOUNDATIC
SIZE OF ROOF PURLIN WITH A MINIMUM THICKNESS OF 31/2" AND THE TOP OF THE W/
FOOTNOTES OF THIS TABLE.
TABLE 84041(1) BASEMENT FOl