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HomeMy WebLinkAbout10478 Roxley Bend- S000.0 Foundation Plan4040 SLIDER 63'-0"4'-0" 49'-0" 10'-0"24'-8" 18'-4" 14'-0" 13'-0" 6'-0" 4'-0" 6'-0" 4'-0" 90'-0"4'-0" 2'-0"5'-0"5'-0"1'-0" 4'-0"60'-0"42'-0" 4'-0" 14'-0"90'-0" 24'-0" 13'-0" 17'-0" 17'-3" 18'-9" 8'-6" 8'-6"8"40'-8" 8" 8" 23'-4" 1'-4" 3'-5 1/2" 1'-9" 9'-0" 2'-0" 9'-0" 2'-0" 9'-0" 4'-5 1/2"TO C.L. OF STEEL BEAM20'-0"TO C.L. OF STEEL BEAM 20'-0" TO C.L. OF COLUMN 14'-5" TO C.L. OF COLUMN 14'-0" TO C.L. OF COLUMN 18'-5" TO C.L. OF COLUMN 17'-2"TO C.L. OF STEEL BEAM 20'-6" TO C.L. OF STEEL BEAM13'-6"13'-0" 15'-0" 36'-0"TO C.L. OF DRAIN19'-5 1/2"TO C.L. OF DRAIN 24'-6" FULL BASEMENT 4040 SLIDER 12'-11" 5'-10"6'-0"8'-0"8"1'-8" 8" 3'-0" 5650 SLIDER 8" 6'-8" 8" 3'-4" 3'-4" UNEXCAVATED UNEXCAVATED 1 1 1 1 1 1 4 3 55 6 7 7 7 8 9 10 11 14 14 14 22 12 12 31'-9 1/2" 8'-10" 23'-4 1/2"3'-10"14'-2 5/16" 12 18'-9"4'-0"7 8F.J.F.J. @ 19.2" O.C.3-1/2" x 5-1/4" PSL 36"x36"x12" PLAIN CONC. FTG. B.W.A. B.W.A. 12 18'-9"DBL. F.J. @ 19.2" O.C. F.J. 13 (3)2x4 24"x24"x8" PLAIN CONC. FTG. (3)2x4 (2)2x4 (3)2x10 DROPPED B.W.A. 10 P.A.F.J. @ 19.2" O.C. F.J.END JOISTF.J. @ 19.2" O.C.B.W.A.F.J. @ 19.2" O.C.DBL JOISTDBL JOISTDBL JOISTF.J. @ 19.2" O.C.DBL F.J. @ 19.2" O.C. (2)2x4 B.W.A. 10 POST ABOVE F.J. 10 POST ABOVE POST ABOVE W8x24 DROPPEDW8x24 DROPPED (2-SPAN CONT.) 15 SPLICE STEEL BM. CONNX. F.J.10 F.J. F.J. 16 W8x24 DROPPED 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 © WANG 10478 ROXLEY INDIANAPOLIS GALLERY HOME IGA-0487-00 3/18/2020 M. HYATT SERIES_NM PLAN_NM 1.01 Elevation "R" Foundation Plan 859.578.4290 the LANGDON LJR XX/XX/XX XXX 2020 2019 Key Notes: 1 OUTLINE OF BASEMENT STAIRS ADJUSTABLE STEEL COLUMN (6.7K RXN) ON 36"x36"x12" CONCRETE PAD 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 9 10 12"W. x 8"H. x 4"D. BEAM POCKET 11 12 13 14 15 BRICK LEDGE -FIELD VERIFY DROPPED BRICK LOCATIONS 16 8"W. x 8"H. x 4"D. BEAM POCKET General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. ALL FOUNDATION WALLS TO BE 10'-0" TALL AND 12" 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. 5'0" DIA. AREA SLOPED TO DRAIN; 2" LOWER THAN TOP OF SLAB 3" DIA NON-ADJ. SCH. 40 PIPE COL. W/ 60"x60"x18" THICK REINF. CONC. FOOTING W/ (6)#5 BARS E.W.B. DBL. EVERY OTHER F.J. BELOW KITCHEN ISLAND ABV. LINE OF STUD WALL/PORCH SLAB ABOVE 8”DEEP x 16”WIDE FOOTER AT BEARING WALL ADD'L FLOOR JOIST BELOW PARTITION WALL ABOVE USE CONC. HEADER-BOTTOM OF WINDOW SILL TO BE A MAX. 44" A.F.F. 17 -- REFER TO STANDEARD DETAIL SHEET S-1B FOR GARAGE SLAB DETAILS ADJUSTABLE STEEL COLUMN (19.3K RXN) ON 42"x42"x15" CONCRETE PAD REISSUED: 05/13/2020 06/29/20 Adam Schriner