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- ALIGN S
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L (FIELD DETERMINE) n 1 I PROVIDE 10" DIAM. SONO -
TUBE W/BIGFOOT FOOTING,
PROVIDE #5 BARS ®i - TYP.
J W 12" O.C. VERT. IN MAIN
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\-4"1 FOUNDATION WALL TIE INTO 1 1
BM FROST WALLS, TYPICAL
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FROM BEAM
CONTRACTOR SHALL
MAINTAIN 48" MINIMUM PROPOSED
FOOTING COVERAGE FOUNDATION PLAN
8" THK x 4'-0" SCALE: 11411-1'-0"
1 CONC. WALL ON
CONT 16"x8" CONC.
FOOTING
GENERAL NOTES:
STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING INSPSECTION
WHEN FRAMING 15 COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR
WALL PLASTER BOARD/FINISH.
CONTRACT0l2\SHALL SCHEDULE AND PROTECT FORM WEATHER ALL
EXISTING 1-OUSIF COMPONENTS AND INTERIORS DURING CONSTRUCTION
AND CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES AS MAY BE
NECESSARY TO INSURE SUCH PROTECTION.
CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS. PROPOSED
CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/
SHORING ETC. TO MAINTAIN/PROTECT EXISTING HOUSE AND STRUCTURAL
INTEGRITY OF EXISTING HOUSE,
WORK PROGRESSES.
NEW CRAWL SPACE DUST CAP TO BE LOCATED NO MORE THAN V-4'1
FROM TOP OF FOUNDATION WALL, IN DEPTH BECAUSE OF LOCATION
OF SEPTIC LEACH FIELD.
BASEMENT NOTES:
1. MAIN FOUNDATION WALLS TO BE 8" POURED CONC. W/ 20#5 TOP
8 BOTTOM BARS. REST FOUNDATION ON 10"X20" STRIP FOOTING.
PROVIDE 44#5 HORIZ. BARS CONTINUOUS IN STRIP FOOTING W/
KEYWAY. PROVIDE #5 VERT. DOWELS 0 24" O.C. HORIZ. EXTENDED
V-6" MIN. ABOVE TOP OF FOOTING. PROVIDE 1/2"XI2" ANCHOR
BOLTS 0 4'-0" O.C. MAX.
2. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS.
S. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS
REQUIRED BY CODE (WINDOWS OR MECHANICAL)
4. CONTRACTOR SHALL INSURE THAT ALL FOUNDATION WALLS MAINTAIN
4'-0" MINIMUM COVER.
5. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS.
6. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISSING,
INCORRECT, OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION
OF THE DESIGNER BECOME THE RESPONSIBILITY OF. THE CONTRACTOR.
EXISTING WINDOWS
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EXISTING
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PROPOSED WALLS
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FLOOR PLAN LAYOUT
SCALE: 1/4"-1'-0"
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REAR ELEVATION
SCALE: 1/4"-1'-0"
1X6 RAKE TRIM
IX3 RAKE TRIM
CONTRACTOR TO VERIFY
PROPOSED ROOF PITCH
BED MOULDING
IXIO FRIEZE
1X4 WINDOW/DOOR
CASING (JAMBS)
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PROPOSED
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SCALE: 114"-V-011
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STRUCTURAL NOTES:
ALL EXTERIOR WINDOW HEADERS TO BE
202XIO W/ 101/2" CDX FLITCH PLATES
UNLESS OTHERWISE NOTED.
ALL WINDOW MULLIONS TO BE SOLID
202X4 POSTS UNLESS OTHERWISE NOTED.
POSTS 0 11 CONC
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NOTED. ALL OTHER POSTS TO BE
SOLID 6X6 ® EXTERIOR WALLS, AND
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