09-860-011NEW FOOTING
o FOOTING
DRILL 6' INtb EXISITNG FTG
t SET IN EPDXY RESIN.
DETAIL
SCALE: 3/4" 2 1' -0"
S" GONG. REINF
MASONRY BLOCK
WALL W10S HORIZ.
JOINT REM. 6 16" O.G.
2 DETAIL
SCALE: 3/4" = 1" -0"
STEEL COLUMN
SEE SCHED.
I`° EXP JT FILLER
AROUND COL.
CONCRETE FOOTING
(SEE SCHEDULE FOR
SIZE 4 REINF.)
BASE fE (SEE SCHED)
W/ 4- 3/4 "'0 WELDED J -BOLTS
CONC. SLAB
/--SEE PLAN
� Q
'- I" NON SHRINK
GROUT
FTG. SEE PLAN
3 DETAIL
�-, SCALE: 3/4 " = V_o""
FOUNp,4710N PLAN
SOIL STATEMENT
SOIL CONDITIONS AT THE SITE ARE CONSIDERED
TO BE SAND AND ROCK WITH A PRESUMED
ALLOWABLESOIL BEARING VALUE OF 2000 PSF.
WE WILL VISIT THE SITE AFTER THE GROUND
BREAKING TOCORRO50RATE OUR ASSUMPTIONS
AND WILL SUBMITA LETTER TO THAT EFFECT TO
THE BUILDING DEPT.
FOOTING NOTE:
PROVIDE 2 05 x 5' -O" BENT 30" EACH WAY
CORNER BAR 6 CORNERS < INTERSECTION
FOOTING SCHEDULE
MARK SIZE REINFORCEMENT COMMENTS
T.E. Ira" CONT. x 12" 2 050 CONT
WF -16 16" CONT. x 12" 2 "5o CONT
I % EACH WAY
TOP t BOT
F -2 ' -O x4 " -O "f x20 I" (o "5 EACH WAY
TOP t BOT
"
COLUMN SCHEDULE
MARK SIZE REINFORCEMENT COMMENTS
OR BASE PLATE
4 "x4 "x5/8" TS BASE IE 12 "xI' -O "xV4 SEE DETAIL -2 /S -I
STEEL W/ 4 -3/4" WELDED J -BOLTS
�2 8 "x12" CONC. 4 "5 VERT. t
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COLUMN SCHEDULE
MARK SIZE REINFORCEMENT COMMENTS
OR BASE PLATE
4 "x4 "x5/8" TS BASE IE 12 "xI' -O "xV4 SEE DETAIL -2 /S -I
STEEL W/ 4 -3/4" WELDED J -BOLTS
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PATES 09/14/09
PROJ Nth 9029
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PATES 09/14/09
PROJ Nth 9029
CKUS BYc JES
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A09/28/09
1 ZONING- COMMENTS
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