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11'-4" II 37'-52" II II 49'-8"
9' -58"
7'-68"
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WILL NEED TO ADJUST THE DEPTH OF THE L_____________________________________
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4 PLY BLOCKING ANCHORED
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BOLTS DRILLED & EPDXY 48" o.c.
16"46" CONCRETE
BLOCK PIER w/ (2)#4
VERTICAL REBAR IN
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SEE SCHEDULED FOR
3" CLEAR CLEAR
SEE SCHEDULED FOR
TYPICAL DETAIL
INTERIOR COLUMN FOOTING
I. FOUNDATION DETAIL LEGEND
INTERIOR COLUMN FOOTING DETAIL
3%"X3%"X%" STL. COLUMN w/
3/4"42"42" BASE PL. w/ (4) 3/4" HEADED
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TYPICAL DETAIL
INTERIOR COLUMN FOOTING
INTERIOR COLUMN
FOOTING SCHEDULE
NO.
FTG. SIZE
REINFORCEMENT
A
54"X54"X12"
(5)#4's E.W.
B
48"X48"X12"
(4)#4's E.W.
C
42"X42"X12"
(4)#4's E.W.
D
36"X36"X12"
(3)#4's E.W.
E
j 30"X30"X12"
(3)#4's E.W.
BASED ON A SAFE ALLOWABLE BEARING
PRESSURE OF 2000 psf ( TO BE FIELD VERIFIED )
2. FOOTING STEP MASONRY
PRECAST WALL DETAIL
POURED
CONCRETE WALL
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3. FOUNDATION WALL MAT' L.
POURED CONC. WALLS
CONC. BLK. WALLS
4. GENERAL NOTES
* HVAC CONTRACTOR TO PROVIDE CONTINUOUSLY
3 OPERATED MECHANICAL VENTILATION AT A RATE
8 OF 1.0 CFM FOR EACH 50 SQ.FT. OF CRAWL SPACE
* VERIFY MECHANICAL ACCESSES THROUGH
FOUNDATION WALL W/ CONTRACTOR &
MECHANICAL CONTRACTOR
* ALL MASONRY LEDGES TO BE 5"
(UNLESS OTHERWISE NOTED)
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FOUNDATION PLAN SCALE: 1�4"=V—011 SHEET NUMBER
01