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Home My WebLink AboutA000.0 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 BEAM14'-5" TO C.L. OF BEAM 14'-4" TO C.L. OF BEAM 15'-2" TO C.L. OF BEAM14'-1 1/2"TO C.L. OF BEAM6'-5 1/2"C.L. OF FOOTER4'-11 1/4"TO C.L. OF BEAM/FOOTER13'-1 1/4"70'-0"58'-0" 12'-0"14'-5" 17'-0" 23'-11"36'-11 1/2" 20'-3" 21'-9" UNEXCAVATED 20'-5"11'-4"17'-4 1/2" 3'-0 1/2" 21'-7"29'-0" 79'-0" 11 1/2" 16'-0" 1'-4" 9'-0" 1'-8 1/2" 32'-0 1/2"20'-3"58'-0"12'-0"1'-9"9'-0"1'-3" 1 2 2 W8x15 STEEL BEAM W8x40 STEEL BEAM W8x18 STEEL BEAM 3 3 3 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 2 W8x10 STEEL BEAM UNEXCAVATED TO C.L. OF COLUMN 12'-8" 8'-0" TO C.L. OF COLUMN 12'-8"16'-1" 20'-4" 14'-8 1/2" 5'-6" 6" 6'-0" 2'-0" 6'-0" 59'-8" 911 10 6 6 61'-0" 12'-0"STD. CRAWL SPACE12'-5"SHOWN W/ OPT. FULL BASEMENT STD. CRAWL SPACE: 4'6" HIGH POURED CONCRETE WALL STD CRAWL SPACE: GRAVEL OVER PLASTIC IN CRAWL SPACE AREA 2 W8x15 STEEL BEAM W8x15 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 2 17 POST ABOVE 18 5AT KITCHEN ISLAND DOUBLE JOISTS OUTLINE OF KITCHEN ISLAND ABOVE 6 4 19 CJ A 5.01 7'-10 1/2"CJ19 19 SEE D1.1C.L. OF COLUMN10'-6"C.L. OF COLUMN4'-8"4 4 3 19 10 1/2" 8 TO C.L. OF DRAIN 27'-0"DRAIN C.L.10'-0"FLOOR DRAIN 7'-2 1/2" 15'-1" 18'-4" 24'-7"8'-0" 17'-4" UNEXCAVATED 10'-0" 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" 2 5650 SLIDERLAID BRICK AREA WELL1'-0" 1'-4" 8" 3'-0"15'-2"8'-0" 1'-5" 4'-0" 4'-0"1'-0"1'-0" 4040 SLIDERMETAL EGRESSWINDOW WELL10'-0" 79'-0"CJSheet InformationCopyright © 2017, (2017) The Drees Company. All Rights Reserved. 211 GRANDVIEW DRIVE, FORT MITCHELL, KY 41017 PHONE: [859] 578-4200 RESIDENCE FOR: House Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: 1.01 MARKET HOME 14297 DUFTON COURT ALBANY PLACE ALB-0040-00 07/23/2018 MELISSA P. SERIES_NM PLAN_NM 859-578-4290 the CRESTWOOD SSP Elevation "A" Foundation Plan Key Notes: 1 OUTLINE OF BASEMENT STAIRS SLAB CONTROL JOINT SLAB CONTROL JOINT LOCATED DIRECTLY UNDER STEEL BEAM 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 18 19 20 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 -- 21 22 23 -- -- 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 FLUSH BEAM - SEE SHEET 3.01 08/13/18 Mike Sheeks