The URL can be used to link to this page

Home My WebLink AboutALB30- S001.0 Lower Level Foundation PlanUNEXCAVATED 10'-0" TO C.L. OF COLUMN 14'-0" TO C.L. OF COLUMN 15'-0" TO C.L. OF COLUMN 19'-5" TO C.L. OF COLUMN 13'-5" TO C.L. OF COLUMN 16'-0" TO C.L. OF COLUMN 7'-6 1/2"TO C.L. OF BEAM12'-9"TO C.L. OF BEAM 14'-5" TO C.L. OF BEAM 14'-3" TO C.L. OF BEAM 15'-3" TO C.L. OF BEAM14'-4"TO C.L. OF BEAM6'-2"C.L. OF FOOTER4'-11 1/4"TO C.L. OF BEAM/FOOTER13'-1 1/4"71'-9 1/2"58'-0" 13'-9 1/2"14'-9" 16'-4" 24'-3"36'-11 1/2" 20'-3" UNEXCAVATED 20'-5"13'-1 1/2"17'-4 1/2" 3'-0 1/2" 16'-0" 1'-4" 9'-0"20'-3"13'-9 1/2"2'-4 1/2"9'-0" 2'-5" 1 W8x15 STEEL BEAM W8x40 STEEL BEAM W8x18 STEEL BEAM 4 4 5 6 6 6 SEE SHEET S-1B FOR GARAGE SLAB DETAILS 7 8 8 7 8 SEE SHEET S-1D FOR GARAGE SLAB DETAILS 14 W8x10 STEEL BEAM W8x15 STEEL BEAMW8x15 STEEL BEAM (2-SPAN CONT.) (2-SPAN CONT.) SPLICE BEAM HERE, IF REQ'D. (3-SPAN CONT.) W8x18 STEEL BEAM (3-SPAN CONT.) W8x18 STEEL BEAM (3-SPAN CONT.) TO C.L. OF FLUSH BEAM 17'-10" POST ABOVE 17 POST ABOVE 15 5AT KITCHEN ISLANDDOUBLE EVERY OTHER JOISTOUTLINE OF KITCHEN ISLAND ABOVE 6 4 13 CJ A 5.01 6'-0"CJ12 12 13 13 2 D1.1C.L. OF COLUMN10'-6"C.L. OF COLUMN4'-9"4 4 13 10 1/2" 8 DRAIN C.L.10'-0"FLOOR DRAIN9'-1"15'-1" 18'-4" 1'-3" 8'-0" 15'-4"8'-0" 17'-4" UNEXCAVATED 10'-0"4" 4"8"4" 4'-9" 11'-11" 8" 4" 4'-9" 12'-3"12'-7" 4 1/2" 5'-0" 4 1/2"4 1/2" 5'-0" 4 1/2" 2'-3" RAISE FOUNDATION 12" ABOVE POURED SLAB 8'-0" 62'-0" 60'-8" 14'-0" 11'-0" 11'-5"8'-11"2'-1" TO C.L. OF COLUMN 12'-8" 6'-0" TO C.L. OF DRAIN 23'-0"14'-9" 8"8'-3"6'-0" 3'-0" UNEXCAVATED 116 6 5'-4" 8" 10 9 14'-8 1/2" TO C.L. OF COLUMN 12'-8"21'-7" 36'-5" 71'-9 1/2"18'-0" 32'-0 1/2" 1'-8 1/2" 79'-0" 70'-0" 8" 21'-9" 29'-0" 11 1/2"ROCK EGRESSWINDOW WELL4040 SLIDER6'-0" 8" 1'-8" 8" 3'-0"LAID BRICK EGREESWINDOW WELL5650 SLIDER16 16 CJRESIDENCE 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 © PARSA & BONDARI 3568 PERCIVAL DRIVE ALBANY PLACE ALB-0030-00 03/09/2020 MELISSA P. SERIES_NM PLAN_NM 1.01 Elevation "E" Foundation Plan 859-578-4290 the CRESTWOOD SSP 04/08/2016 BLC 2016 2020 Key Notes: 1 OUTLINE OF BASEMENT STAIRS 3-1/2" DIA. 11 GA. ADJUSTABLE STEEL PIPE COLUMN ON 30"x30"x12" PLAIN CONCRETE FOOTING 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 DETERMINED8 9 10 OUTLINE OF CONCRETE PORCH SLAB ABOVE (1 -1/2" TYP. OVERHANG) -SEE SPECIFICATION MAUAL FOR FRONT PORCH CONSTRUCTION 11 LINE OF STUD WALL/PORCH SLAB ABOVE -SEE DETAIL F/7.02 FOR MORE INFORMATION 12 HOLD TOP OF FOUNDATION WALL EVEN WITH MAIN WALL FOR PORCH SLAB SUPPORT 13 14 15 16 10"W. x 8"H. x 4"D. BEAM POCKET 17 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. ALL FOUNDATION WALLS TO BE 9'-0" TALL x 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. REFER TO SHEETS 3.01 & 3.02 FOR FLOOR SYSTEM INFORMATION. 5'0" DIA. AREA SLOPED TO DRAIN; 2" LOWER THAN TOP OF SLAB 3" DIA. STD. STEEL (SCHEDULE 40) PIPE COLUMN ON 42"x42"x12" CONC. FOOTING W/ (6) #4 BARS E.W. LINE OF OFFSET BEARING WALL ABOVE SIMPSON HUS1.81/10 HANGER WINDOWS TO USE CONC. HEADER -BOTTOM OF WINDOW SILL 44" MAX A.F.F. FLUSH BEAM -SEE SHEET 3.01 BRICK LEDGE 06/01/20 Adam Schriner