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HomeMy WebLinkAboutS001-FOUNDATION PAGE2'-0"TO C.L. OF COL. 18'-0" TO C.L. OF COL. 9'-8" TO C.L. OF COL. 10'-2" W10x39 DROPPED W10x17 STEEL BEAM 11'-0 3/4"3'-4 1/2"5'-8 3/4"8" TO C.L.3'-6 1/2"OF BEAM4'-3 1/2"W10x17 STEEL BEAM 8"4 4 16 FULL BASEMENT UNEXCAVATED 102'-6"TO C.L. OF BEAM17'-3 1/2"5 16 8'-0"3'-0"1 11'-3 1/2" 14 TO C.L. OF BEAM5'-6"13 173'-0"2'-10"8" TO C.L. OF COLUMN 10'-2" TO C.L. OF COLUMN 7'-1"11'-1"13'-10"12'-0"18'-10 1/2"18'-9"11'-1"12'-0" W8x24 STEEL BEAM TO C.L. OF COL. 18'-0" 72'-0" 2'-0 1/2" 8'-0" 1'-11 1/2"16'-0"3'-1"19'-1"10'-10" UNEXCAVATED 12'-0"6'-8"21'-5"30'-1"77 6 19'-10" 8"5'-0"12'-0" 8" 13'-10"8"11'-4"8"4'-4"8"9 88 UNEXCAVATED UNEXCAVATEDTO C.L. OF BEAM17'-10 1/2"TO C.L. DRAIN17'-0"37'-10" 16'-7 1/2"TO C.L. DRAIN 5'-0" 139'-2"37'-8"TO C.L. OF COL. 11'-4" 7 7 6 33'-4"15'-0"21'-6" 12'-0"72'-0" 26'-6" 1 15'-0"70'-2"1'-10 1/2"16'-0"3'-0"8'-0"1'-2 1/2"2'-9 1/4"3'-5 1/2"15'-2 1/4"70'-2"TO C.L. OF BEAM11'-6"W8x21 STEEL BEAM (CONT. 2-SPAN)14 ADD'L JOISTUNDER PARTITION ABOVEADD'L JOISTUNDER PARTITION ABOVE5'-11 3/4" 5'-3 3/4" 4'-3 1/2"5'-8 1/2" 5'-8 1/2"3'-2" 3'-2"6'-2 1/2"6'-2 1/2"3'-2" 5'-10"33'-4"3'-4 1/2"4'-7 1/2"3050 S/H3050 S/H3050 S/H3050 S/H 6068 S.G.D.3050 S/H3'-2"3'-6"3050 S/H 3050 S/H6068 S.G.D.3050 S/H2'-0" TO C.L. OF P.T. POST 7'-1" 2'-0"@ 12" O.C.2x12 DECK JOISTS(2)2x12 (2)2x12 DROPPED DROPPED 19 2 2 2 OUTLINE OF DECK ABOVE(2)2x12 DROPPED PROVIDE 12x10 CONCRETE PATIO -FIELD DETERMINE TO C.L. OF P.T. POST 7'-3 3/4"3'-6 1/2" 2 3/4" 3 3 1'-2"1'-2"1'-2"1'-0"1'-0"1'-0" 4" 7 (2)1-3/4" x 14" LVL FLUSH (2)1-3/4" x 14" LVL 11 1212 12 121212 12 12 TO C.L. OF P.T. POST10'-0"TO C.L. OF P.T. POST8'-0"TO C.L. OF P.T. POST4'-9 1/4"19'-4"14'-0"ACTIVE ACTIVE TEMP.CJCJ CJ CJCJCJCJ CJP.A. P.A. P.A. P.A. P.A. P.A. 2 D1.4 P.A.P.A. P.A. DBL. JOISTS @ OFFSET B.W.A. (420 PLF) P.A. FLUSH (2)1-3/4" x 14" LVL FLUSH 15 MIN. 6.5K CAP. (ASD) MIN. 13.8K CAP. (ASD) MIN. 17.6K CAP. (ASD) 15 15 MIN. 4.1K CAP. (ASD) MIN. 3.4K CAP. (ASD) MIN. 10.9K CAP. (ASD) MIN. 9.1K CAP. (ASD) BEAM POCKET 15 MIN. 2.0K CAP. (ASD) (CONT. 2-SPAN) 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 © THIMMAPPA 13722 FOXDALE LAKE DRIVE INDIANAPOLIS GALLERY HOMES IGA-0576-00 12/8/22 LJR SERIES_NM PLAN_NM 1.01 Elevation "Y" Foundation Plan 859.578.4290 the LANGDON LJR 02/14/2020 WAB 2020 2019 Key Notes: 1 OUTLINE OF BASEMENT STAIRS 3-1/2" DIA. ADJ. PIPE ON A 36"x36"x12" PLAIN CONC. 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 DETERMINED 8 9 10 1-1/2" TYP. OVERHANG AT CONCRETE PORCH SLAB ABOVE -SEE SPECIFICATION MANUAL FOR FRONT PORCH CONSTRUCTION 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 9'-0" TALL AND 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. 5'0" DIA. AREA SLOPED TO DRAIN; 2" LOWER THAN TOP OF SLAB LINE OF STUD WALL/PORCH SLAB ABOVE -SEE DETAIL B/7.01 FOR MORE INFORMATION BOTTOM OF WINDOW SILL TO BE A MAX. 40" A.F.F. DROP TOP OF FOUNDATION WALL 8" FOR STEEL BEAM SUPPORT.17 DROP TOP OF FOUNDATION WALL 10-1/4" FOR STEEL BEAM SUPPORT. 18 19 2x12 P.T. LEDGER FASTENED TO RIM. W/ (3) 1/4"x3-1/2" SIMPSON SDS SCREWS 6x6 P.T. POST, SECURE WITH SIMPSON BCS2-3/6 CAP AND ABW66Z BASE (OR EQUIVALENT) ATOP 20" DIA. SONOTUBE TO FROST LINE (TYP.) DROP FOUNDATION TO BE FIELD DETERMINED 3-1/2" DIA. ADJ. PIPE ON A 24"x24"x12" PLAIN CONC. FOOTING 3-1/2" DIA. ADJ. PIPE ON A 30"x30"x12" PLAIN CONC. FOOTING 01/26/23