HomeMy WebLinkAbout03120003.62W WD. STUDS
0 16° O.C.
BATT INSUL R-13.0
2°x4m WD. PLATE
FLOOR JOIST MAIN
LEVEL
2"X4" STUD WALL
AT FINISHED
AREAS FUR WALL
OUT 4' FROM
PACE OF CONC.
BATT INSUL R-13.0
44 CONC. SLAB W/
6X6-W1.4XW1.4 WWF
OVER 6 MIL VISA.
VAPOR BARRIER OVER
4' MIN. GRAN FILL
SEE FOUNDATION PLANI
FOR FOOTING SIZE
FINISH STUCCO
BACKER BOARD
%I FURRING
)P PLYWOOD SHEATHING
CONT. BASE FLASHING
TREATED 2'X4' WOOD
SILL PLATE W/ CONT.
SILL SEAL
i4 BARS AT 183 O.C.
04 DOWELS 240 X IP
AT 18' O.C.
490 PERF DRAIN TILE
BOTH SIDES OF
FOOTING
•aa�,. OVER
TILEO
-`-2-03 BARS CONT.
BASEMENT WALL SECTION
SCALE: 1/2"=1'-0" bws-033
FOUNDATION NOTES
1. REINFORCED CONCRETE DESIGN STRENGTH
AIR ENT.
A. WALL FOOTING, SPREAD FOOTINGS, AND 3000 PSF
2%
ALL CONC. BELOW FROST LINE
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B. EXTERIOR SLABS, PIERS,WALLS, COLUMNS, 3000 PSF
6%
GRADE BEAMS, AND ALL CONC. EXPOSED
NX
TO FREEZE/THAW
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C. INTERIOR SLABS 4000 PSF
2X
2, ALLOWABLE SOIL BEARING PRESSURE
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A. SPREAD FOOTING 1500 PSF
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B. WALL FOOTING 1500 PSF
3. FOOTINGS SHALL BE PLACED ON FIRM UNDISTURBED SOIL OR ENGINEERED
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FILL 6 MIN, OF 32" FROM TOP OF FOOTING TO FINISH GRADE.
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4. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE
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TREATED AND SITTING ON CONTINUOUS SILL SEAL.
5. ANCHOR BOLTS SHALL BE 1/2" X 18" AT 4'-0" O.C. AND WITHIN 12" FROM
END OF SILLS AND CORNERS. PROVIDE MIN. OF 2 BGLTS PER SILL IF LESS
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N =
THAN 8'-0" LONG. PLATES ON TURNED DOWN SLAB MIN. 2 BOLTS PER SILL
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EMBEDDED 5 1/2" INTO FOOTING.
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6. USE STEEL COLUMNS UNDER EACH END OF STEEL BEAM UNLESS BEARING ON
CONCRETE WHEREAS THEY SHALL BEAR ON 1/4" STEEL PLATE. USE EITHER
TUBE COLUMN OR ROUND STANDARD PIPE COLUMN UNLESS OTHERWISE NOTED.
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7. WHERE STEEL COLUMNS BEAR ON CONCRETE FLOOR, PROVIDE A CONCRETE
FOOTING PAD WITH REBARS AS NOTED ON PLAN.
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