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HomeMy WebLinkAboutS000.0 FOUNDATION PLAN11-7/8" I-JOISTS @ 19.2" O.C. (2-SPAN CONT.) 33'-8 1 2 " 77'-0"8'-10"14'-1" TO C.L. OF BEAM15'-11" TO C.L. OF BEAM 18'-3" TO C.L. OF BEAM 15'-11" TO C.L. OF BEAM 5'-7"TO C.L. OF BEAM FULL BASEMENT 27'-10"TO C.L. OF DRAIN 3'-8" TO C.L. OF DRAIN 1 4 6 6 7 7 11 A 5.01 A 7.01 8 4 9 31'-2" 7'-4" 11'-1" 60'-0"77'-0"10'-3"12'-6" 6" UNEXCAVATED 4 10 13 (3)3050 S/H MULLED (EGRESS)13 2 30'-0" 15 15 11'-3 12" TO C.L. OF COLUMN CJ6 --8" 8" 7'-0" 31'-9" 9 11'-0" TO C.L. OF COLUMN 7 7 7 7 7 8 9 10 5 3 4 1 2 11 12 14 13 15 16 17 18 19 20 CONTINUOUS FOOTING & FOUNDATION, DROP TO BE FIELD DETERMINED 2x4 NOTCH FOR GARAGE FLOOR SUPPORT; HEIGHT TO BE FIELD DETERMINED OUTLINE OF BASEMENT STAIRS 8"W x 8"H x 4"D BEAM POCKET SLAB CONTROL JOINT TO BE LOCATED DIRECTLY UNDER CENTERLINE OF BEAM 5'-0" DIAMETER AREA SLOPED TO DRAIN, 2" LOWER THAN TOP OF SLAB SLAB CONTROL JOINT 3-1/2" DIA. ADJ. STEEL COLUMN ON 30"x30"x12" CONC. FOOTING OUTLINE OF CONCRETE PORCH SLAB ABOVE (1-1/2" OVERHANG TYP.) GARAGE SLAB TO BE HELD A MINIMUM OF 4" BELOW TOP OF FOUNDATION AND IS TO SLOPE 1/4" PER FOOT TOWARDS GARAGE DOOR HOLD TOP OF FOUNDATION WALL EVEN WITH MAIN WALL FOR PORCH SLAB SUPPORT -- 21 22 23 24 LINE OF STUD WALL/PORCH SLAB ABOVE RE: D/7.03 FOR DETAIL PROVIDE A 6MIL POLYETHETHYLENE VAPOR BARRIER W/ JOINTS LAPPED 6" MIN., UNDER ALL INTERIOR CONC. SLABS INCLUDING GARAGES -- -- -- BRICK LEDGE - FIELD VERIFY DROP BRICK LOCATIONS 25 -- -- DROP TOP OF WALL 8" TO BOTTOM OF BEAM (2)2x4 STUDS ON 16"x16"x8" PAD FOOTING -- W8x13 STEEL BEAM (2-SPAN CONT.) 10 10 13 14 14 15 General Notes Key Notes 1. 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) 1.01 CLAYBROOK 811 OSWEGO NEWARK IGM-0075-00 01/15/18 MELISSA H. 859.578.4290 Drawn By: GMD RESIDENCE FOR: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Elevation "A"Sheet InformationCopyright © 2016 (2017) The Drees Company. All Rights Reserved. the HIGHLAND 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 House Name: Drawing Scale: 1/8" = 1'-0" Foundation Plan W8x13 STEEL BEAM (2-SPAN CONT.) W8x13 STEEL BEAM 4'-512"TO C.L.18'-2" TO C.L. PAD FOOTING 9'-11 12" TO C.L. OF COLUMN 5'-6" 11'-3 3 4 " TO C.L. OF COLUMN 11-7/8" I-JOISTS @ 19.2" O.C.(2-SPAN CONTINUOUS)11-7/8" I-JOISTS @ 19.2" O.C.11-7/8" I-JOISTS @ 19.2" O.C.16 9 9 BEAM SPLICE EVERY OTHER JOIST TO BE DOUBLED UNDER KITCHEN ISLAND END JOISTEND JOISTEND JOISTEND JOIST 7 7 7 7 11'-0 3 4 " TO C.L. OF COLUMN 11-7/8" I-JOISTS @ 19.2" O.C.(3-SPAN CONTINUOUS)10'-1 12" TO C.L. OF COLUMN 28'-0"26'-6"1'-2"16'-0" 1'-8" 28'-1" 12 UNEXCAVATED 3 12 12 WHEN OVERDIG WIDTH EXCEEDS 2' AND FILL DEPTH EXCEEDS 4', REFER TO DETAIL S-1A, S-1B, S-1C, S-1D FOR CONSTRUCTION METHOD/DETAILS 15 26'-3 1 2 " 3'-5 1 2" C.R.O.6 12 "8'-0"1'-5 12 "10'-0"18'-10" 15 60'-0"(3) 1-3/4"x11-7/8" LVL (FLUSH)UNDER POINT LOAD ABOVEDOUBLE FLOOR JOISTSUNDER POINT LOAD ABOVE9'-3"TO C.L. OF COL.15'-8 1 4 " TO C.L. OF BEAM 9'-8"TO C.L. OF COL.(2) 1-3/4"x11-7/8" LVL (FLUSH)UNDER BEARING WALLABOVE3'-0" 6'-0" 5 5 12 15'-4 12" 16'-11" 43'-1"10'-0" 6" UNEXCAVATED 17'-6" 8'-0"6" 8" 6'-4 12" 10'-6 12"6'-4 1 2" 11'-7 1 2" 9 10 14 13 9'-10" TO C.L. OF COLUMN 9 9 14'-2 3 4 " TO C.L. OF BEAM 8'-0" 11-7/8" I-JOISTS @ 12" O.C.27'-3" 4040 EGRESS CJ31'-9" 7 12"8" 9'-4" 2-TIERED EGRESS WELL2'-6" 12'-8" 27'-11" 3'-0" 8" 1'-8" 8" CJ12'-5" 18'-9" 4 1 2"18'-0" 59'-0" 6'-0" 6'-0" 17 42'-9 12"34'-3"16'-6" 29'-11" (2) 1-3/4"x11-7/8" LVL (FLUSH)UNDER POINT LOAD ABOVE7 8 6 24'-212"7'-6 12" 1'-6" 7'-6 12" 23'-6 12" 31'-1" 5 10'-11" 60'-0" 9'-0" 05/08/18 William Hohlt