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HomeMy WebLinkAboutLEG 29 - A000.0 Foundation PlanUP UNEXCAVATED 48'-0" 14'-5" 17'-2" 16'-5" 8"13'-1" 8" 17'-2" 8" 15'-1"8" 21'-5" TO C.L. OF DRAIN 10'-0"TO C.L. OF DRAIN12'-0"25'-11" 8" 20'-1" 17'-8 1/2" 3'-10" 4'-4 1/2" 17'-8 1/2" 7'-11 1/2"3" 20'-1"8"TO C.L. OF BEAM 32'-4" TO C.L. OF BEAM9'-6 1/2"8"8"4'-0" 16'-6 1/2"8"20'-1" 1'-0"8"3'-0" 8"20'-1"4'-7 1/2"52'-6"TO C.L. OF BEAM9'-6 1/2"TO C.L. OF BEAM 17'-2 1/4" TO C.L. OF BM 3'-8 1/4" W8x13 STL. BM. W8x13 STL. BM. W8x31 STL. BM. W8x21 STL. BM.F.J.F.J. F.J. 13 17 17 14 1 4 5 BEARING WALL 14 F.J.7 6 7 9 8" UNEXCAVATED 11 12 UNEXCAVATED 13'-7" 7'-3" 5'-9" 48'-0"67'-11"8"16'-7" 8"TO C.L. OF BEAM7'-5 1/2"F.J.15'-5"1'-0" 14'-5"67'-11"7 7 6 8 9 8" 19'-6"8" 8"8"4040 SLIDER 8'-4 1/2" 8'-0 1/2"4'-4" 5'-5" 4'-8" 4040 SLIDER 4040 SLIDER C.R.O. C.R.O. C.R.O. 151515 TO POST C.L. 8'-4 1/4" TO POST C.L. 8'-4 1/4"TO POST C.L.9'-7 3/4"(2)2x12 DROPPED 2 23 10 COVERED WOOD DECK ABOVE DAYLIGHT BASEMENT - DROPFOUNDATION TO BE FIELD DETERMINEDDAYLIGHT BASEMENT - DROPFOUNDATION TO BE FIELD DETERMINED16 16 16 16 18 18 18 18 2'-3" 8'-0" 4'-2"2'-8 1/2" 16'-0" 2'-8 1/2" 8 RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: Copyright © 2018, (2018) The Drees Company. All Rights Reserved. Space for Architect Seal 211 Grandview Drive, Fort Mitchell, KY 41017 Phone: [859] 578-4200 MARKET 7239 DELMONT DRIVE LEGACY LEG-0029-00 03/10/2020 MELISSA H. SERIES_NM PLAN_NM 1.01 Elevation 'A' Foundation Plan 859.578.4290 the LAKELAND KPC Key Notes: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 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. 17 OUTLINE OF BASEMENT STAIRS 3-1/2" ADJUSTABLE STEEL COLUMN ON 24"x24"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 2x4 NOTCH FOR GARAGE FLOOR SUPPORT; HEIGHT TO BE FIELD DETERMINED CONTINUOUS FOOTING AND FOUNDATION; DROP TO BE FIELD DETERMINED REFER TO STANDARD DETAIL SHEET S-1A FOR GARAGE SLAB DETAILS 2x6 NOTCH WITH STEEL STUBBED OUT 24" MIN. FOR PORCH SLAB SUPPORT HOLD TOP OF FOUNDATION WALL EVEN WITH MAIN WALL FOR PORCH SLAB SUPPORT BRICK LEDGE - FIELD VERIFY DROPPED BRICK LOCATIONS 8"W. x 8"H. x 4"D. BEAM POCKET 5'0" DIA. AREA SLOPED TO DRAIN; 2" LOWER THAN TOP OF SLAB 8"D x16"W FOOTING @ BEARING WALL 9"W. x 8"H. x 4"D. BEAM POCKET BOTTOM OF WINDOW SILL TO BE 44" MAX ABOVE FINISEHD FLOOR 6x6 P.T. POST ATOP EXTENDED FOOTING 16" DIA. 30" DEEP CONC. PIER SUPPORT 6x6 P.T. POST RE: B/D7.6 FOR DECK ATTACHMENT DETAILS 18 3-1/2" IDA. STEEL COLUMN ON TOP OF DAYLIGHT FDN. WALL FOR SUPPORT ABOVE 08/06/20 Mike Sheeks