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Home My WebLink About842 Auman West Dr- S000.0 Foundation Plan1 5.01 60'-0" WHEN OVERDIG EXCEEDS 2' AND FILL DEPTH EXCEEDS 4', REFER TO DETAIL S-1A, S-1B, S-1C OR S-1D FOR CONSTRUCTION METHOD/DETAILS 17'-11"TO C.L. OF DRAIN 5'-0"TO C.L.3'-0"CJ 4 5 TO C.L. 7'-4" TO C.L. OF COLUMN 20'-0 1/2" W8x10 STEEL BEAM 66 27'-4 1/2"1'-8 3/4"FULL BASEMENT UNEXCAVATED 8'-7 1/2" 8'-7 1/2" TO C.L. 7'-9" TO C.L. OF BEARING WALL15'-8 1/4"3 3 18'-9" 10'-1 3/4" 8'-7 1/4" 13 UNEXCAVATED 8" 8"8" 8" 19'-7"4'-4 1/2"8" 11'-9 1/2" 5'-4"44'-0"9 108 8"8" 11'-1 1/2" 8" 8" TO C.L. OF BEAM19'-0 1/4" 4'-5" 2'-0 1/2" 8"6'-4 1/2" 3'-4" 5'-9" 10'-6"4'-0"6'-4 1/2"8" 7 1'-5 1/2" 17'-0" 1'-6" 8'-5 1/2" 19'-11 1/2" 60'-0"8" 26'-1"2'-0" 30'-0" 14'-0"6'-0" 20'-1"6'-0" 18'-7 1/2"17'-0" 13'-4 1/2" 5'-0" 5'-0" 3'-7 1/2"19'-2 1/2" 17'-6" 11'-3 1/2" 5'-0" 5'-0" 5'-0" 4'-2 1/2"12'-0"58'-0"4040 SLIDER METAL EGRESS WINDOW WELL15 15 15 CJUNEXCAVATED 19'-3 1/2" 12'-0" 30'-7 1/2" 12'-0"12'-0"56'-0"12'-0" 7'-4 1/2" 3'-1 1/2" 1'-6" 1'-4" 9'-0" 1'-8" 7 7 8" 24'-1" 4'-7" 8"W8x18 STEEL BEAM 13 W8x10 STEEL BEAM @ 24" O.C.FLOOR JOISTS@ 19.2" O.C.14" I-JOISTS@ 19.2" O.C. 14" I-JOISTS FLOOR JOISTS1 11 11 18'-9 1/4"8'-11 3/4"P.A. P.A. P.A. P.A. P.A. P.A. P.A. DROPPPED CONT. RIMCONT. RIM CONT. RIM CONT. RIM ADJ. PIPE COLUMN (11K CAPACITY) W/ 30"x30"x12" PLAIN CON. FTG.END JOISTADJ. PIPE COLUMN (5K CAPACITY) W/ 24"x24"x12" PLAIN CON. FTG. DROPPED DROPPED (2) 2x4END JOISTFLOOR JOISTSADJ. PIPE COLUMN (14K CAPACITY) W/ 36"x36"x12" PLAIN CON. FTG. P.A. OFFSET B.W.A.DBL. JOIST UNDER POST ABOVE1212 13 ADD'L JOIST UNDER PARTITIONADD'L JOIST UNDER PARTITIONF.J. INDICATES: 14" TJI I- JOISTS @ 19.2" O.C. (U.N.O.) 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 © 2013, (2018) The Drees Company. All Rights Reserved. 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 RUST 842 W. AUMAN DRIVE INDIANAPOLIS GALLERY -AUMAN IGA-0489-00 04/02/2020 MELISSA P. N/A N/A 1.01 Elevation "G" Foundation Plan 859-578-4290 the BELLEVILLE SSP Key Notes: 1 OUTLINE OF BASEMENT STAIRS 16" x 8" TRENCH FOOTING UNDER BEARING WALL 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 7 CONTINUOUS FOOTING AND FOUNDATION; DROP TO BE FIELD DETERMINED 8 PROVIDE A 6 MIL POLYETHYLENE VAPOR BARRIER WITH JOINTS LAPPED 6" MIN. UNDER ALL INTERIOR CONC. SLABS INCLUDING GARAGES 9 5'0" DIA. AREA SLOPED TO DRAIN; 2" LOWER THAN TOP OF SLAB 10 OUTLINE OF CONCRETE PORCH SLAB ABOVE (1-1/2" TYP. OVERHANG) 11 2x6 NOTCH WITH STEEL STUBBED OUT 24" MIN. FOR PORCH SLAB SUPPORT 12 HOLD TOP OF PORCH WALL EVEN WITH TOP OF FOUNDATION WITH STEEL STUBBED OUT 24" MIN. AND LOOP TO RETURN INTO HAUNCH 13 14 15 BRICK LEDGE -FIELD VERIFY DROPPED BRICK LOCATIONS 16 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. 14" I-JOISTS AT 19.2" O.C. -SEE ENGINEERED JOIST LAYOUT. 4. JOISTS ARE NOT TO BE PLACE DIRECTLY OVER INTERIOR PARALLEL WALL. (TO PREVENT UNEVEN FLOOR DEFLECTION FROM OCCURRING) -- -- -- STD. BSMT WINDOW HEADER TO BE HELD FLUSH IN SUBFLOOR: 1-3/4"x11-7/8" LVL HDR W/ TJI FLOOR SYSTEM. OPT. LARGER WINDOWS TO USE CONC. HEADER 8"Wx8"Hx4"D BEAM POCKET PROVIDE DBL. JOISTS UNDER KITCHEN ISLAND ABOVE (THIS SPAN ONLY) REISSUED: 04/28/2020 05/27/20 William Hohlt