HomeMy WebLinkAboutSav-On - Canopy Foundation PlanttTHO IN USA N.E. BLUEPRINT
DRAINS 12' BELOW TOP I I
OF ISLAND BY G. C.
1 I I
FTG. # 2 {
TOP OF ISLAND AT
ELEV. 1 QQ • O 1
1 i
I
FOUNDATION PLAN,
TOP OF FOUNDATION
@ ELEV. __9O
LA— LA—
()10
A—
()0
N N
NOTE:
TOP OF ALL FOOTINGS
TO BE AT SAVE- ELEVATION
1 1 /
oop(-- DRAIN 10 EXIT 12" BELOW TOP
OF ISLAND, G. C. TO CONTINUE
TOP OF DRIVE SLAB
--J 4 --__
�-- — — — PROJECTION
GROUT -�
_i-i----.•__i=•-�-j _? •moi-
r• t
• .; 1 1/2.0 X 3'-6'
—
• ,�-- ANCHOR BOLTS
W/ (2) NUTS @ EA BOLT
• ' + BY G C. (TYP.)
• (4}— 14 VERTICALS
a
i • : ' ` . •ia I� EACH FACE
4 TIES 0 18" o c
• •' = • • i a EACH WAY (TYP.)
a •. a
4'-0" SQUARE
FOOTING DETAIL
SCALE- 3/4' = 1'-0"
GENERAL NOTES
ASSUMED SOIL BEARING PRESSURE WAS 2000
PSF VERTICAL, 250 PSF LATERAL PER FOOT
OF DEPTH. IF ACTUAL SOIL BEARING CAPACITY
VARIES, FOOTING SIZE MUST BE ADJUSTED
ACCORDINGLY.
ABBREVIATIONS —
G.C. = GENERAL CONTRACTOR
ELEV. = ELEVATION
@ = AT
SQ. = SQUARE
FTGS. = FOOTINGS
i = BUILDING LINE
( = CENTER LINE
c/C CENTER TO CENTER
Pt
Shelf
CANOPY FOUNDATION PLAN
FOR :F
381 CAMP STREET 3 $1 WILLOW
HYANNIS, MA YARMOUTH MAA'
DAM 9 Z.1-95