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Home My WebLink AboutLEG28 S010.01.01 Elevation "A" RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Copyright © 2015, (2019) The Drees Company. All Rights Reserved. ALI 7237 DELMONT DRIVE LEGACY Drawing Date: Coord Name: Coord Phone: LEG-0028-00 09/09/20 MELISSA PINGEL-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" 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 COLUMN13CJ CJ9'-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 BEAM6'-3 1/2"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 9'0" TALL AND 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) 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 SLAB CONTROL JOINT TO BE LOCATED DIRECTLY UNDER CENTERLINE OF BEAM SLAB CONTROL JOINT 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 4'6" HIGH POURED CONC. WALL BRICK LEDGE - FIELD VERIFY DROP BRICK LOCATIONS GRAVEL OVER PLASTIC IN CRAWL SPACE AREA 2 4 4 6 6 7 4'-6" 6'-4"6'-6" 12'-4 1/2"13'-6"13'-8 1/2" 35'-11"63'-0" 13'-9" 18'-10" 17'-5" 50'-0" 5'-0"5'-0"7 7 6 8 12 13 14 10K CAP STEEL COLUMN ON CONC. FOUNDATION WALL 11 7/8" TJI 210 SERIES JOISTS @ 19.2" o.c. 11 7/8" TJI 210 SERIES JOISTS @ 19.2" o.c. 1'-9 1/2" 10 11 7 7 UNEXCAVATED 9'-8 1/2"4'-0 1/2" 16'-9"6'-0" 4'-6" 2'-6" 6'-0" 8'-10 1/2" 10" 20'-1"22'-9"C.L. DRAIN 3 13 60'-0"222'-1" 5 2'-8 1/2" 16'-0" 21'-5" 2'-8 1/2" DBL. JOIST END JOISTW8x15 STEEL BEAM11 7/8" TJI 210 SERIES JOISTS @ 16" o.c. 11 7/8" TJI 210 SERIES JOISTS @ 19.2" o.c. 50'-0"12'-3"TO C.L. OF COLUMN3'-9 1/2"TO C.L.5'-0"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 ADD'L JOIST UNDER PARALLEL WALL 18 18 DBL. JOIST DBL. JOIST END JOIST18 18 18 18 14 21 20 (3) 1 34" x 11 78" LVL FLUSH 14 DBL. JOIST 14 OFFSET BRG.SET FTG. FLUSH W/ CRAWL WALL FTG.OFFSET BRG.W10x26 STEEL BEAMPROVIDE PASSIVE RADON SYSTEM AND VENT THROUGH ROOF PROVIDE 10x12 CONCRETE PATIO AT GRADE - FIELD DETERMINE LOCATION 2x12 P.T. DECK JOISTS@16" O.C. (TYP.)22 1'-7 1/4" DROP FOUNDATION - TO BE FIELD DETERMINED DECK ATTACHMENT WITH BRICK - SEE DETAILS SHEET D10.4 16" DIA. x 30" DEEP CONC. PIER SUPPORTING 6x6 P.T. POST W/ SIMPSON ABE66 POST BASE & SIMPSON BCS2-3/6 POST CAP. 22 23 PROVIDE (3)2x10 JOIST TO ACCEPT HOLDOWN AT POST ABOVE5'-0" 12'-1 3/4" 22'-0 1/2" 15'-9 3/4"10" 10"9'-2"TO C.L. OF PIER4'-2"8'-3 3/8" PIER C.L. 10" 4'-2"DROP BEAM: (2)2x12's P.T.23 8'-3 3/8" PIER C.L. 20 3'-9 3/4" PIER C.L. 3'-0"2'-3 1/2" PIER C.L. 17'-4 3/4" PIER C.L. 2'-4 1/4" 2'-7 3/4"4 1/4"1'-7 1/4" 14 CJ 14 4040 SLIDER 6'-0" 4040 SLIDER 5'-5" 4040 SLIDER4040 SLIDER4040 SLIDER 6'-10 1/2" 2121 14 9'-3 3/4"TO C.L. OF COLUMN14 7 13'-9" TO C.L. OF BEAM 14'-2" TO C.L. OF BEAM 7 11/24/20