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OUNDATION DORM
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1/2' VIA. ANCHOR
BOLT, 16" LONG 0 1/2" EXPANSION. JOINT
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&ENERAL FOUNDATION NOi�S
2x& OR 2x4 STUDS 0 Ib" O.G. REQUIRED FOR EXTERIOR WALLS AND INTERIOR BEARING
WALLS OVER TWO (2) STORIES IN HE16HT.
PROVIDE OUTSIDE COMBUSTION AIR FLUE TO FURNACE. RUN VERTICAL TO let FLOOR
FLOOR JOISTS, THEN HORIZONTAL TO BUILDING EXTERIOR, PROVIDE FIRE STOPS IN
FLUE AT FLOOR AND CEILING.
RETAINING WALLS 4' -0" HIGH AND HIGHER SHALL BE M916NED BY !ENGINEER AND
SUBMITTED TO CITY BUILDINIS DEPARTMENT FOR APPROVAL.
ALL PLATES ON CONCRETE SLABS- ON -6RA0E ARE REQUIRED TO BE TREATED WOOD
OR REDWOOD.
TOP OF STEEL AREAWAYS TO BE AT ELEVATION - 0'-5" AND SHALL HAVE METAL &RATE
COVER.
SEPARATE WATER i SEYeR LINE-5 MINIMUM la" HORIZONTALLY AND VERTICALLY. LOCATE
SEYCR LINE MINIMUM 1' -0" ABOVE FLOOR; LOCATE WATER LINE MINIMUM 5' -0" FROM
TOP OF FOUNDATION WALL.
PROVIDE ESR -S5 WINDOW IF REQUIRED BY CODE. SIZE, LOCATION;
AREAWAY AND LADDER AS REQUIRED BY CODE.
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ARCHITECT
COPYRIGHT
C 1994
CENTEX
REAL ESTATE
CORPORATION
DRAWN BY
PDG
CHECKED BY
DATE
7 -14 -95
JOB NO.
CAD FILE NO.
2066L -1A -IN
PLAN NO.
2066L
SHEET NO,
1A
OF 7
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