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HomeMy WebLinkAbout906 Auman Dr S001.0 Foundation PlanUP UP UNEXCAVATED UNEXCAVATED UNEXCAVATED 80'-0" 64'-8"15'-4" 50'-0 1/2"28'-7" 21'-5 1/2"50'-0 1/2"18'-5"80'-0" 2'-8" 19'-1" 8" 8"40'-11" 18'-7" 12'-4 1/2" 17'-9"8" 5'-8" 8" 8'-4" 8" 18'-7" 8'-8"19'-8 1/2" 8"49'-3 1/2" 8" 8'-4" 20'-11" 3 1/2" 3'-6" 3 1/2" 3'-6" 3 1/2" 20'-6" 14'-3" 4'-2"4040 SLIDER1 12 7 6 1'-9" 18'-0" 1'-8 1/2"8 CJCJ CJ 14 TO C.L. OF DRAIN 18'-4"TO C.L. OF DRAIN7'-0 1/2"13'-2 1/2"23'-6 1/2" TO C.L. OF BEAM18'-11"WHEN OVERDIG WIDTH EXCEEDS 2' AND FILL DEPTH EXCEEDS 4', REFER TO DETAIL S-1A, S-1B, S-1C, S-1D FOR CONSTRUCTION METHODS/DETAILS 9 9 12FULL BASEMENT METAL EGRESSWINDOW WELLW 12X35 DROPPED W 12X26 DROPPED CONT. W 12X26 DROPPED CONT. (2) 2X10 DROPPED JOISTS @ 19.2" O.C.14" TJI 210JOISTS @ 19.2" O.C.14" 210JOISTS @ 19.2" O.C.14" 210JOISTS @ 19.2" O.C.14" 210TO C.L. OF BEAM17'-5"TO C.L. OF COLUMN 14'-0 1/2" TO C.L. OF COLUMN 20'-0 1/2" 5 5 55 55 4 TO C.L. OF BEAM12'-4 1/2"POST ABOVE DOUBLE JOISTPOST ABOVE 10TO C.L. OF COLUMN10'-5 1/2"5 END JOISTW8X10DROPPED(2) 2X4 END JOISTEND JOISTEND JOIST POST ABOVE 5650 SLIDERWINDOW WELLW/ LAID BRICK20 8"1'-6" 1'-6" 8"8"18'-7" 8" 14'-11" 4'-9 1/2"4'-10"3 3 3 3 8" 13'-6 1/2" 6'-2" 6'-10"21'-9" 8'-0" 1'-10 1/2" 4'-0" 4'-0"1'-10"12'-4 1/2"RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: Copyright © 2018, (2018) The Drees Company. All Rights Reserved. 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 MARKET 906 AUMAN DRIVE E. INDIANAPOLIS GALLERY HOMES IGA-0498-00 07/13/2020 MELISSA P. SERIES_NM PLAN_NM 1.01 Elevation "A" Foundation Plan 859-578-4290 the RICHLAND SSP Key Notes: 1 OUTLINE OF BASEMENT STAIRS 3-1/2" DIA. SCH. 40 STEEL COLUMN ON 36"x36"x12" CONCRETE FOOTING GARAGE SLAB TO BE HELD A MINIMUM OF 4" BELOW TOP OF FOUNDATION AND IS TO SLOPE 1/4" PER FOOT TOWARDS GARAGE DOOR 2 3 4 5 6 2x4 NOTCH FOR GARAGE FLOOR SUPPORT; HEIGHT TO BE FIELD DETERMINED7 CONTINUOUS FOOTING AND FOUNDATION; DROP TO BE FIELD DETERMINED8 FOUNDATION WALL PER 2/D1.1 FOR 9'-1" FOUNDATION WALL HEIGHT.9 10 11 LINE OF STUD WALL/PORCH SLAB ABOVE. SEE DETAIL D/7.02 FOR INFORMATION12 13 POURED CONCRETE FOUNDATION THICKNESS TO MATCH MASONRY COLUMN ABOVE AT COLUMN LOCATION ONLY 14 15 16 8"W. x 8"H. x 4"D. BEAM POCKET 17 18 19 20 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. ALL FOUNDATION WALLS TO BE 8" THICK UNLESS OTHERWISE NOTED. 3. OVERALL FOUNDATION WALL HEIGHT MAY VARY UP TO 1". 4. SEE SHEET 0N.1 FOR VERTICAL FOUNDATION WALL CONTROL JOINT LOCATIONS. 5. 8'-1" FOUNDATION WALL HEIGHT 5'0" DIA. AREA SLOPED TO DRAIN; 2" LOWER THAN TOP OF SLAB 21 22 23 3-1/2" DIA. SCH. 40 STEEL COLUMN ON 24"X24"x12" CONCRETE FOOTING BOTTOM OF WINDOW SILL 44" MAX ABOVE FINISHED FLOOR DROPPED BRICK LEDGE REISSUED: 07/27/2020 10/08/20