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HomeMy WebLinkAboutS001 - Foundation PlanA 5.01 B 5.01 UNEXCAVATED UNEXCAVATED UNEXCAVATED 62'-0"21'-5"7'-3"1'-3" 9'-0" 1'-9"20'-1"17'-1"3'-0"TO C.L. OF COLUMN7'-6"TO C.L. OF COLUMN16'-0"FULL BASEMENT TO C.L. OF DRAIN 13'-0" FLOOR DRAIN 23'-8"12'-0" 32'-6 1/2"8"15'-5 1/2"8" TO C.L. OF BEAM 14'-3" TO C.L. OF BEAM 18'-3 1/2"8"23'-8"8"B101A B101B B101CW8x21 STEEL BEAMPOST ABV 4 1/2" B101M B101L B101N 15'-0"35'-0" 4'-0"CJ 4'-0"20'-1" TO C.L. OF BEAM 18'-1" BEAM C.L. 9'-10"TO C.L. OF COLUMN12'-2"B101J 27'-11"W8x13 STEEL BEAMB101T B101D B101D B101C 11'-4" UNEXCAVATED8"5'-0"1'-0"TO C.L. OF DRAIN11'-0"TO C.L. OF COLUMN19'-2"B101Q B101P 8"17'-7" 8"46'-8"54'-0"1'-4"8"COLUMN C.L.7'-0"6"21'-0"9'-8" 21'-5" B101V 22'-4"48'-0"2'-0"19'-4"62'-0" B101M 2 D1.1 C 7.01 C 7.01 24'-0"END JOISTEND JOIST(DROPPED)8"W x 8"H x 4"D BEAM POCKET 8"W x 8"H x 4"D BEAM POCKET B101J B101J 1-3/4"x14" LVL (FLUSH)1-3/4"x14" LVL (FLUSH) B101V POST ABOVE(DROPPED)15'-0" 4040 SLIDER CJ HOLD BOTTOM OF WINDOW 40" MAX. ABOVE FINISHED FLOOR 2'-0"16'-0"B101D B101D 1'-9"3'-5 1/2"16'-2 1/2"12'-0"18'-11" B101V B101V B101V 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 © MODEL 14391 KELSO COURT ALBANY VILLAGE ESTATES ALV-0037-00 11/18/2022 MPH 1.01 Elevation "C" Foundation Plan 859-578-4290 the AYDEN EWT 09/14/21 BLC 2021 2021 Key Notes: 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. B101A OUTLINE OF BASEMENT STAIRS B101B 5'-0" DIA. AREA SLOPED TO DRAIN; 2" LOWER THAN TOP OF SLAB B101C GARAGE SLAB TO BE HELD A MINIMUM OF 4" BELOW TOP OF FOUNDATION AND IS TO SLOPE 1/4" PER FOOT TOWARDS GARAGE DOOR B101D CONTINUOUS FOOTING AND FOUNDATION; DROP TO BE FIELD DETERMINED B101J ADJ. PIPE COLUMN (11K CAPACITY) ON 30"x30x12" PLAIN CONC. FTG B101L 2x4 CONTINUOUS KEYWAY & PROVIDE PERIMETER INSULATION AS NEEDED - SEE DETAIL C/7.01 B101M OUTLINE OF FIRST FLOOR SUBFLOOR ABOVE - PROVIDE KNEEWALL W/ 2x4 STUDS @ 16" O.C. BELOW JOISTS - PROVIDE P.T. SOLE PLATE, FASTENED TO SLAB W/ HILTI X-CP72P9 PINS OR EQUAL @ 16" O.C. B101N CONC. SLAB ABOVE IN THIS AREA - HOLD TOP OF SLAB @ 7" DOWN FROM TOP OF FDN. WALL. FILL OVERDIG COMPLETELY W/ SELF-COMPACTING GRAVEL FILL. CONCRETE STRENGTH AT SLAB : 3500 PSI B101P 1-1/2" TYP. OVERHANG AT CONCRETE PORCH SLAB ABOVE - SEE SPECIFICATION MANUAL FOR FRONT PORCH CONSTRUCTION B101Q OUTLINE OF STUD WALL / PORCH SLAB ABOVE - SEE DETAIL B/7.01 B101T 3" DIA. SCHEDULE 40 PIPE COLUMN ON 42"x42x16" PLAIN CONC. FTG B101V DROPPED BRICK LEDGE - SEE DETAIL SHEET D1.1 (FIELD VERIFY EXACT LOCATIONS) 02/09/23