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HomeMy WebLinkAboutS001-Foundation PlanUNEXCAVATED 47'-0"6'-0"UNEXCAVATED UNEXCAVATED 9'-7"12'-0" 58'-0"57'-0"5'-8"16'-0"1'-0"3'-0"57'-0"33'-8 1/2"HVAC DROP8 5 4 8" 9 5'-5" 6'-7" 12'-5" 58'-0" UNEXCAVATED 5 5 12'-0" 1'-5 1/2"9'-0"1'-6 1/2" 4 3 TO FLOOR DRAIN 5'-6" 1'-8" 8" 15'-0"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"23'-3 1/2"1'-7 1/2"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"24'-0"OFFSET BEARING WALL ABOVE12 2'-0" 11 TO 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"2 2 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 SEE D.01 25'-4"13'-1 1/2" 19'-6 1/2" 4040 SLIDER WINDOW WELL FIELD DETERMINE CJ 13 2'-0"1'-0" 8"1'-10"6'-3"2'-3"8"1 1 1 1 6 6 7 7 FULL BASEMENT FULL BASEMENT 3-1/2" DIA. STEEL COLUMN TO EXTEND FROM FOOTING TO DROPPED BEAM @ 2ND FLOOR D 7.02 14 14 WINDOW WELL FIELD DETERMINE 13 4040 SLIDER CJ 16'-11 1/2"9'-10"20'-2 1/2"4010 FIXED4010 FIXED15 15 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 1676 BLYTHE STREET VILLAGE OF WEST CLAY IGA-0563-00 02.28.2022 MELISSA H N/A PLAN_NM 1.01 Elevation "B" Foundation Plan 859-578-4290 the LAYTON CLM 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) LARGER BSMT WINDOW(S) TO USE CONCRETE HEADER. BOTTOM OF WINDOW SILL 44" MAX. ABOVE FINISHED FLOOR FOR EGRESS RE: S-1A, S-1B, S-1C, S-1D -AS NEEDED FOR GARAGE PILASTER DETAIL HEADER TO BE HELD FLUSH IN SUBFLOOR WITH CONT. END JOIST 05/06/22