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HomeMy WebLinkAboutALB29 S001.0 Foundation PlanUNEXCAVATED 19'-0"5'-0" 23'-0" 6'-0" UNEXCAVATED UNEXCAVATED 59'-0"33'-8 1/2"HVAC DROP8 10" 9 5'-5" 6'-7" 12'-5"1'-7 1/2"16'-0" 2'-8" 9'-0" 5 5 4 9'-7" 12'-0"1'-0" 13'-0" 67'-0"67'-0"4'-0" 58'-0" UNEXCAVATED 55 9'-0" 1'-6 1/2" 4 3 TO FLOOR DRAIN 5'-6" 1'-0" 17'-2" 26'-8"8" 28'-0"W8x10 (DROPPED) W8x10 (DROPPED)W8x18 (DROPPED) W8x18 (DROPPED)2 (2)1-3/4"x11-7/8" LVL(FLUSH)W8x18 (DROPPED) POST ABOVE DBL END JOISTS END JOISTSEND JOISTS 12'-0"W8x10 (DROPPED)TO BEAM C.L. 17'-8" TO BEAM C.L. 13'-8" TO BEAM C.L. 13'-4" TO BEAM C.L. 11'-8"TO FOOTER C.L.15'-0"TO FOOTER C.L. 15'-0" TO FOOTER C.L. 13'-2" TO FOOTER C.L.7'-0"TO FOOTER C.L.20'-6"OFFSET BEARING WALL ABOVE12 2'-0" 11TO BEAM C.L. 13'-6 3/4" TO BEAM C.L. 10'-2 1/4"8"11'-11 1/2" 8" 19'-9" 8" 8" 11'-4" 8"3'-8 1/2" 16'-0 1/2"22 10 ADJ. STL. COL. (8.8K CAP) ADJ. STL. COL. (4.3K CAP) ADJ. STL. COL. (9.4K CAP)OFFSET BRGWAL ABOVEDBL JOISTS ADD'L JOIST (UNDER WALL ABOVE) POST ABOVE 4040 SLIDER 38'-6" 19'-6" ROCK EGRESS WINDOW WELL 4'-0" 15'-0"4040 SLIDERROCK EGRESS WINDOW WELL13 13 1'-5 1/2" 34'-0"13'-7 1/2" 6'-7 1/2" 20'-3"33'-3 1/2" 10'-4"6 7 6 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 © 2019, (2019) The Drees Company. All Rights Reserved. Space for Architect Seal 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 MARKET 3564 PERCIVAL DRIVE ALBANY PLACE ALB-0029-00 7/7/2020 M. HYATT SERIES_NM PLAN_NM 1.01 Elevation "B" Foundation Plan 859.578.4290 the LAYTON LJR Key Notes: 1 OUTLINE OF BASEMENT STAIRS 36"x36"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 2 3 4 5 6 7 CONTINUOUS FOOTING AND FOUNDATION; DROP TO BE FIELD DETERMINED 8 9 10 1-1/2" TYP. OVERHANG AT CONCRETE PORCH SLAB ABOVE -SEE SPECIFICATION MANUAL FOR FRONT PORCH CONSTRUCTION 11 12 13 14 15 BRICK LEDGE -FIELD VERIFY DROPPED BRICK LOCATIONS 16 8"W. x 8"H. x 4"D. BEAM POCKET 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. 5'0" DIA. AREA SLOPED TO DRAIN; 2" LOWER THAN TOP OF SLAB LINE OF STUD WALL/PORCH SLAB ABOVE DROP TOP OF FOUNDATION WALL 8" FOR STEEL BEAM SUPPORT. 17 -- ADJUSTABLE STEEL COLUMN ON 24"x24"x10" CONCRETE PAD (2.0K CAP) ADJUSTABLE STEEL COLUMN ON 42"x42"x15" CONCRETE PAD (20K CAP) BOTTOM OF WINDOW SILL TO BE A MAX. 44" A.F.F. REISSUED: 07/29/2020 11'-0"18'-0"6'-0" 6'-7" 09/10/20