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FOUNDATION FLOOR PLAN
SCALE: 1/4"=1'-O"
BATN 4
SCALE: 1/8"'=1'-0"
0
2
FOUNDATION NOTES
REINFORCED CONCRETE DESIGN STRENGTH
A. WALL FOOTINGS, SPREAD FOOTINGS 3000PSI
AND ALL CONC. D�LOW FROST LINE
B. EXTERIOR SLABS, PIERS, WAL�S, C�LUMNS, 3000PS1
TOAFREEZE%THAWD ALL CON . �X OS�D
C. INTERIOR SLABS 3000PSI
ALLOWABI.E SOIL B�ARING PR�SSUR�
A. SPREAD FOOTING i500P5�
B. WALL FOOTING 1000PSP
AIR ENT.
2X
6r
3. FOOTINGS SHALL BE PLAC�D ON �IRM UNDISTURBED SOIL OR
ENGINEERED FILL.
2X
4. ALL LUMBER IN CONTACT WITH CONCR�T� OR MASQNRY SHALL BE
PRESSURE TREATED AND SITTING ON CONTINUOUS SILL SEAL.
5. ANCHOR BOLTS SHALL D� i/2"X8" AT 8'-0� OC AND WITHIN 12" FROM
END 0� SILLS AND CORN�RS. PROVID� M[N. OF 2 BOLTS PER S1LL
IF LESS THAN 8'-0" LONG. PLATES ON TURNED DOWN SLAB MIN.
2 BOLTS PER SILL EMBEDD�D 5-1/2" 1NT0 FOOTING
6. USE ST��L COLUMNS UNDER �ACH �ND 01� ST�EL BEAM UNLESS
TH�7 BEAR ON CONCRET� WA�L WHER�AS TFj�I' SHALL BEAR ON
1!4 STEEL PLAT�. U5E �1TH R TS �"X3"X3/t6 TUBE COLUMN OR
3" ROUND STANDARD PIPE COLUMN UhJL�SS OTH�RWISE NOTED,
7 WHERE STEEL COLUMNS BEAR ON CONCRET� FLOOR, PROVIDE A
24"X24"X12" DEEP CONC. FOOTING PAD WITH 3-f4'S EACH WAY.
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OF 7 SHEETS
pATE �1/22/98
REV.
REV.