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Home My WebLink AboutA000.0 FOUNDATION PLAN7'-0" 46'-0"24'-5" 5'-9" 18'-8" 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 8'-0" TO C.L. OF DRAIN WHEN OVERDIG WIDTH EXCEEDS 2'-0" AND FILL DEPTH EXCEEDS 4'-0", REFER TO DETAIL S-1A, S-1B, S-1C, S-1D FOR CONSTRUCTION METHOD AND DETAILS FULL BASEMENT UNEXCAVATED UNEXCAVATED 1 2 1 4 8 6 7 HOLD TOP OF PORCH WALL EVEN WITH TOP OF FOUNDATION WITH STEEL STUBBED OUT 24" MINIMUM AND LOOP TO RETURN INTO WALL. SEE SPECIFICATION MANUAL FOR PORCH CONSTRUCTION. REFER TO STANDARD ENGINEERED DETAIL SHEET S-1D FOR GARAGE SLAB INFORMATION10 10 10 SEE A/7.01 TYPICAL SECTION THROUGH PORCH SLAB FOR DETAILS OUTLINE OF PORCH SLAB ABOVE 2x4 NOTCH FOR SIDEWALK SUPPORT. 16 17 18 19 20 BRICK LEDGE PER STANDARD DETAIL 3/D1.1 OR 4/D1.1 18 TYP. 18 TYP. 13 17 15'-0"25'-3"20'-9" CJHOLD BOTTOM OF WINDOW @ 44" A.F.F. FROM TOP OF SLAB 19 4040 SLIDER1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. ALL FOUNDATION WALLS 8" 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. JOISTS ARE NOT TO BE PLACE DIRECTLY OVER INTERIOR PARALLEL WALL. (TO PREVENT UNEVEN FLOOR DEFLECTION FROM OCCURRING) 36" x 36" x 12" CONCRETE PAD w/ 3-1/2" DIA. x 11 GA. ADJUSTABLE STEEL COLUMN 2x4 NOTCH FOR GARAGE FLOOR SUPPORT; HEIGHT TO BE FIELD DETERMINED. 8"W x 8"H x 4"D BEAM POCKET 5'-0" DIAMETER AREA SLOPED TO DRAIN WITH 2" LOWER THAN TOP OF SLAB SLAB CONTROL JOINT TO BE LOCATED DIRECTLY UNDER STEEL BEAM SLAB CONTROL JOINT GARAGE SLAB TO BE HELD A MINIMUM OF 4" BELOW TOP OF FOUNDATION AND IS TO SLOPE 4" TOWARDS GARAGE DOOR. CONTINUOUS FOOTING AND FOUNDATION-DROP TO BE FIELD DETERMINED. LINE OF BASEMENT STAIR. REFER TO STANDARD ENGINEERED DETAIL SHEET S-1A FOR GARAGE SLAB INFORMATION DROPPED BRICK LEDGE. 59'-0" 20 3 14'-0"TO C.L. OF DRAINFLOORDRAIN 11 18'-0" TO C.L. OF BEAM 13'-11" TO C.L. OF BEAM 12'-9" C.L. OF BEAMS 13'-6"C.L. OF COLUMN15'-414"TO C.L. OF COLUMN15'-414"C.L. COLUMNS13'-2"C.L. OF COLUMNS7'-0"C.L. OF COLUMN2 2 4 1'-0" 12'-5" C.L. OF BEAMS 4 A 5.01 12 18 TYP. 18 TYP. 13 46'-0" 12'-0" 26'-4" 19 5'-10" 18'-9"3'-9" 12'-0"22'-0" 17'-412"20'-8"20'-11" 11'-0 1 2"9'-101 2" 2'-0"3'-312" 33'-8" 8"3'-0" 1'-0" 21'-5" 57'-0"11'-0" 7'-0" 8"6'-2" 8" 11'-2" 20'-1112" CJ16 14 15 UP12'-7"11'-2" 4040 SLIDER W8x10 STEEL BEAM W8x18 STEEL BEAM W8x18 STEEL BEAMW8x10 STEEL BEAMW8x10 STEEL BEAM13'-6"C.L. OF COLUMN3 30" x 30" x 12" CONCRETE PAD w/ 3-1/2" DIA. x 11 GA. ADJUSTABLE STEEL COLUMN 20 21 24" x 24" x 8" PLAIN CONCRETE PAD21 9'-714"C.L. OF PAD3'-1034" C.L. PAD 12'-0" 21'-7" 9'-7" 9 10 15 9 58'-0"18'-0" 2'-0"8" 12'-0" 3'-0" 23'-0" 57'-0"1'-3" 9'-0" 1'-9" 8" 9'-7"10'-6" 10" 20'-1" REISSUED: 03/27/182'-0"2'-6" 8"1'-10"1'-0" General Notes Key Notes 1.01 RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Copyright © 2016, (2016) The Drees Company. All Rights Reserved. POLIVKA 12190 FRENZEL PARKWAY JACKSON'S GRANT Drawing Date: Coord Name: Coord Phone: JAC-0193-00 03/20/18 MELISSA H. SERIES 859.578.4290 the LAYTON 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 Drawing Scale: 1/8" = 1'-0" ELEVATION "V" FOUNDATION PLAN UNEXCAVATED 15'-4"10'-4"2'-0"6'-0"3'-0" 1'-0" 1'-0" FILL SOLID FOR OUTDOOR LIVING FIREPLACE BEARING ABOVE A 5.02 23'-312" 26'-312" 28'-812"30'-812"14 4 05/11/18 William Hohlt