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HomeMy WebLinkAboutBuchanan-L S00148'-0" TO C.L. OF COLUMN 8'-9" TO C.L. OF COLUMN 8'-8" TO C.L. OF COLUMN 8'-5 1/2" W8x15 STEEL BEAM 43 5 X D1.1 FILL IN PER CONTRACT 2 (TYP.) (TYP.)TO BEAM C.L.19'-11 3/4"11 11 1 FULL BASEMENT UNEXCAVATEDTO DRAIN C.L.3'-2 1/2"TO DRAIN C.L. 2'-11"11'-4 1/4"1'-4"2'-7 1/2"1'-4"19'-3 3/4"48'-0" 8'-9"11'-4 1/2" 6 5'-1"13'-6"25'-10 1/2"20'-1 1/2" OPT. WINDOW OPT. WINDOW CJ CJ12 UNEXCAVATED 19'-9"TO BEAM C.L.17'-8 1/4"11'-8 3/4"9'-3"8'-1"8'-6 1/2" 9'-3"8'-5"9'-2 1/2"21'-1 1/2"4'-2"4'-6"2'-7"16'-0"2'-6 1/2" 7 9 8 1'-0"1'-4"8"4"6'-6"37'-8"44'-2"23'-3"43'-10"4'-6"10 ISLAND ABOVE DBL EVERY OTHER JOISTS UNDER ADD'L JOIST(UNDER CABINETS ABOVE)(1)1-3/4"x14" LVL(FLUSH)(1)1-3/4"x14" LVL (FLUSH) B.W.A. B.W.A. B.W.A. B.W.A. 14 (CONTINUOUS) 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 © CUSTOMER NAME JOB ADDRESS SUBDIVISION NAME XXXX-XXXX-XX XX.XX.XXXX COORD_NAME SERIES_NM PLAN_NM 1.01 Elevation "L" Foundation Plan COORD_PHONE the BUCHANAN XXX 08/27/2010 SSP 2010 2019 Key Notes: 1 OUTLINE OF BASEMENT STAIRS SLAB CONTROL JOINT SLAB CONTROL JOINT LOCATED DIRECTLY UNDER STEEL BEAM STEEL COLUMN PER MANUFACTURER (16.4K MAX) 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 1-1/2" TYP. OVERHANG AT CONCRETE PORCH SLAB ABOVE 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 8'-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 D/7.01 FOR MORE INFORMATION 8” DEEP x 16” WIDE FOOTING AT BEARING WALL 17 REFER TO SHEET S-1A, S-1B, S-1C, S-1D - AS NEEDED FOR GARAGE PILASTER DETAIL OPT. BSMT WINDOW: HEADER TO BE HELD FLUSH IN SUBFLOOR CONT. END JOIST. LARGER WINDOWS TO USE CONCRETE HEADER (3)2x6 POST ON 24"x24"x12" PLAIN CONCRETE PAD OPT. 3-CAR FRONT: PROVIDE CONCRETE STEM WALL W/ CONT. SPREAD FTG. UNDER BEARING WALL ABOVE