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HomeMy WebLinkAboutLEG 30 - A000.1 Foundation Plans1.01 RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Copyright © 2015, (2019) The Drees Company. All Rights Reserved. MARKET 7241 DELMONT DRIVE LEGACY Drawing Date: Coord Name: Coord Phone: LEG-0030-00 6/18/2020 M. HYATT 859.578.4290 the SHELBURN 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 Drawing Scale: 1/8" = 1'-0" Elevation "E" Foundation Plan WHEN OVERDIG WIDTH EXCEEDS 2'-0" & FILL DEPTH EXCEEDS 4'-0", REFER TO DETAIL S-1A, S-1B, S-1C, OR S-1D FOR CONSTRUCTION METHOD & DETAILS FULL BASEMENT 2 D1.1115'-3 3/4"TO C.L. OF COLUMNCJCJ13 9'-3 3/4"TO C.L. OF COLUMNA 7.01 A 5.01 9 17'-9 3/4"TO C.L. OF COLUMN15'-3 3/4"TO C.L. OF COLUMN11 7/8" TJI 210 SERIES JOISTS @ 19.2" o.c.W8x15 STEEL BEAM13 11 7/8" TJI 210 SERIES JOISTS @ 16" o.c. 11 7/8" TJI 210 SERIES JOISTS @ 19.2" o.c. 11 7/8" TJI 210 SERIES JOISTS @ 16" o.c. 11 7/8" TJI 210 SERIES JOISTS @ 19.2" o.c.W8x15 STEEL BEAM 15'-7 1/4"TO C.L. OF COLUMNKey Notes General Notes 1 2 6 4 3 5 10 9 8 7 Key Notes 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. ALL FOUNDATION WALLS TO BE 9' 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. JOISTS ARE NOT TO BE PLACE DIRECTLY OVER INTERIOR PARALLEL WALL. (TO PREVENT UNEVEN FLOOR DEFLECTION FROM OCCURRING) 12 11 14 13 15 16 17 18 19 20 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 CONTINUOUS FOOTING & FOUNDATION, DROP TO BE FIELD DETERMINED 10K CAP STEEL COLUMN ON 30"x30"x12" CONC. FOOTING 5'-0" DIAMETER AREA SLOPED TO DRAIN, 2" LOWER THAN TOP OF SLAB GARAGE SLAB TO BE HELD A MINIMUM OF 4" BELOW TOP OF FOUNDATION AND IS TO SLOPE 1/4" PER FOOT TOWARDS GARAGE DOOR OUTLINE OF CONCRETE PORCH SLAB ABOVE (1-1/2" OVERHANG TYP.) HOLD TOP OF FOUNDATION EVEN WITH MAIN WALL FOR CONCRETE PORCH SLAB SUPPORT LINE OF FRAME WALL ABOVE RE: DETAIL E/7.02 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 2 4 77 35'-11"13'-9" 17'-5" 50'-0"5'-0" 6 8 13 14 11 7/8" TJI 210 SERIES JOISTS @ 19.2" o.c. 3 DBL. JOIST END JOISTW8x15 STEEL BEAMW8x15 STEEL BEAM 11 7/8" TJI 210 SERIES JOISTS @ 16" o.c. 11 7/8" TJI 210 SERIES JOISTS @ 19.2" o.c.3'-9 1/2"TO C.L.5'-0"4040 SLIDER EGRESS DOUBLE EVERY OTHER JOIST UNDER KITCHEN ISLAND 17'-5" TO C.L. OF BEAM 17'-1" TO C.L. OF BEAM14'-2" TO C.L. OF BEAM 19 50'-0" 13'-8 1/2" 14'-10 1/2"8'-10"5'-0" 69'-0"12'-3" 14'-6" ADD'L JOIST UNDER PARALLEL WALL 11 7/8" TJI 210 @ 16" O.C. 18 18 DBL. JOIST DBL. JOIST END JOIST18 18 18 14 21 2x10 P.T. BAND BOARD RE: B/D7.6 FOR DETAILSW8x28 STEEL BEAM14 DBL. JOIST UNEXCAVATEDUNEXCAVATED 2 FULL BASEMENT 14 6 14 18'-6" TO C.L. OF DRAIN (3) 1 34" x 11 7 8" LVL FLUSH DBL. JOIST 11 7/8" TJI 210 SERIES JOISTS @ 16" o.c. 17'-6 1/2" 2'-0"10'-4 1/2" 20'-1" 30'-5 1/2"2 3'-8 1/2"8'-0"TO C.L. OF DRAIN4'-6"8'-10"1'-0"17 6'-10 1/2"6'-10 1/2" 4'-2" 5'-0"64'-0" 60'-0" 65'-0"5'-0"21'-5"8"10 11 12 10"18'-10"9'-2" 10"9'-4 3/4" 7 1/4"6X6 P.T. POST ATOP 16" DIA. SONOTUBE (TYP.) 21 21 21 20 PROVIDE 12x10 CONCRETE PATIO OUTLINE OF DECK ABOVE 4040 SLIDER EGRESS 4040 SLIDER EGRESS 6'-0"5'-5" 6'-0" 16'-10 3/4"9'-11 1/4" 9'-11 1/4" 13'-2 3/4" DROP FDN TO BE FIELD DETERMINED6 3-1/2" STEEL COLUMN ATOP DROPPED FDN 14 19'-1"22'-1" (2)2x12'S 13 5 2'-8 1/2" 16'-0" 2'-8 1/2" 8 08/07/20 William Hohlt