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Home My WebLink AboutS001-FOUNDATION PAGEUNEXCAVATED 10'-0" TO C.L. OF COLUMN 13'-10" TO C.L. OF COLUMN 15'-0" TO C.L. OF COLUMN 19'-3" TO C.L. OF COLUMN 13'-3" TO C.L. OF COLUMN 16'-0" TO C.L. OF COLUMN 7'-4 1/2"TO C.L. OF BEAM12'-7"TO C.L. OF BEAM14'-5"TO C.L. OF BEAM14'-7"TO C.L. OF BEAM14'-9"TO C.L. OF BEAM14'-2"TO C.L. OF BEAM6'-6"C.L. OF FOOTER4'-9 1/4"TO C.L. OF BEAM/FOOTER13'-1 1/4"79'-0"58'-0"21'-0"14'-5"23'-11"36'-7 1/2" 16'-3" 8" 24'-4" 1'-0 1/2" 16'-0" UNEXCAVATED20'-4"21'-4 1/2" 2'-11 1/2" 20'-3"21'-0"2'-6"16'-0"2'-6"1 W8x15 STEEL BEAM W8x40 STEEL BEAM W8x18 STEEL BEAM 4 4 5 6 6 6 7 SEE SHEET S-1A FOR GARAGE SLAB DETAILS 8 7 8 SEE SHEET S-1A FOR GARAGE SLAB DETAILS 14 W8x10 STEEL BEAM W8x15 STEEL BEAMW8x15 STEEL BEAM (2-SPAN CONT.)(2-SPAN CONT.) SPLICE BEAM HERE, IF REQ'D. (3-SPAN CONT.) W8x18 STEEL BEAM (3-SPAN CONT.) W8x18 STEEL BEAM (3-SPAN CONT.) TO C.L. OF FLUSH BEAM 17'-8" POST ABOVE 17 POST ABOVE 15 5 6 4 13 36'-5"14'-0"11'-0"11'-5"14'-8 1/2" 6'-0" 2'-0" TO C.L. OF COLUMN 12'-6" 9 UNEXCAVATED1'-0"7'-11"5'-0" 1'-0" 6 6 TO C.L. OF COLUMN 12'-6"6'-0" 59'-4" 48'-4"8" 3'-4" 3'-4" 8" 4'-8"14'-5"8'-11"2'-1"11 21'-7"79'-0"10'-9"10'-10"8'-0" 1'-0" 3'-0 1/2" 70'-0" 23'-0 1/2" 20'-1" CJ A 5.01 13 13 1 D1.3C.L. OF COLUMN10'-4"C.L. OF COLUMN4'-5"4 4 13 10 1/2" 8 1010 DRAIN C.L.9'-10"FLOOR DRAIN TO C.L. OF DRAIN 21'-10"14'-11"18'-8"24'-5"8'-0" 17'-2" UNEXCAVATED 10'-0" 4"4"10"4"4'-9"11'-11"10" 2" 4'-9" 12'-3"12'-9"4 1/2"5'-2"4 1/2"4 1/2" 5'-0" 4 1/2" 2'-3" RAISE FOUNDATION 12" ABOVE POURED SLAB 8'-0" 10" 2"4"TO C.L. OF POST 7'-2"10'-0" 16"x8" CONCRETE FOOTER UNDER BEARING WALL 13 13 69'-0"8"10"10" 8" 8"8"8"8"8"10"(3)3050 S/H MULLED 1'-5" 12'-8" 2'-2"15'-0"6'-0"8"1'-8"8"3'-0"8" 5'-8" 5'-8" 8" 1210"16 6'-0"3'-0"8"1'-8"8"5650 SLIDER CJ CJ 16 12 10"1'-6"8'-0"11'-6"8 RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number:Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Contract Drawn By: ( ) The Drees Company. All Rights Reserved. Space for Architect Seal 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 Born on Date: CDs Drawn By: Copyright © LONBERGER 14589 AUTUMN WOODS INDIANAPOLIS GALLERY HOMES IGA-0575-00 11/15/22 M. HYATT SERIES_NM PLAN_NM 1.01 Elevation "D" Foundation Plan 859.578.4290 the CRESTWOOD LJR 04/08/2016 BLC 2016 2021 Key Notes: 1 OUTLINE OF BASEMENT STAIRS 3-1/2" DIA. 11 GA. ADJUSTABLE STEEL PIPE COLUMN W/ 13K CAP. (ASD) ON 30"x30"x12" PLAIN 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 7 CONTINUOUS FOOTING AND FOUNDATION; DROP TO BE FIELD DETERMINED8 9 10 OUTLINE OF CONCRETE PORCH SLAB ABOVE (1-1/2" TYP. OVERHANG) -SEE SPECIFICATION MAUAL FOR FRONT PORCH CONSTRUCTION 11 LINE OF STUD WALL/PORCH SLAB ABOVE -SEE DETAIL B/7.04 FOR MORE INFORMATION 12 HOLD TOP OF FOUNDATION WALL EVEN WITH MAIN WALL FOR PORCH SLAB SUPPORT 13 14 15 16 10"W. x 8"H. x 4"D. BEAM POCKET 17 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. ALL FOUNDATION WALLS TO BE 10'-0" TALL x 10" 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. REFER TO SHEETS 3.01 & 3.02 FOR FLOOR SYSTEM INFORMATION. 5'0" DIA. AREA SLOPED TO DRAIN; 2" LOWER THAN TOP OF SLAB 3" DIA. STD. STEEL (SCHEDULE 40) PIPE COLUMN W/ 25K CAP (ASD) ON 42"x42"x12" CONC. FOOTING W/ (6) #4 BARS E.W. LINE OF OFFSET BEARING WALL ABOVE SIMPSON HUS1.81/10 HANGER FLUSH BEAM -SEE SHEET 3.01 18 BOTTOM OF WINDOW SILL TO BE A MAX. 40" A.F.F. 2-TIER WINDOW WELL WITH BRICK STAMPED WALL PATTERN AND ORNAMENTAL IRON RAILING 01/11/23