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Home My WebLink AboutA000.1 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 BE A M 12 ' - 9 " TO C.L . OF BE A M 14 ' - 5 " TO C.L . OF BE A M 14 ' - 4 " TO C.L . OF BE A M 15 ' - 2 " TO C.L . OF BE A M 14 ' - 1 1/ 2 " TO C.L . OF BE A M 6'- 5 1/ 2 " C.L . OF FO O T E R 4'- 1 1 1/4 " TO C.L . OF BE A M/F O O T E R 13 ' - 1 1/ 4 " 58 ' - 0 " 14 ' - 5 " 17 ' - 0 " 23 ' - 1 1 " 36'-11 1/2" 16'-0" 1'-4" 9'-0" 20 ' - 3 " 42'-11 1/2" 71'-0" 21 ' - 7 " 1'-8 1/2" 8" 32'-0 1/2" 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 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 ' - 4 1/ 2 " 5'- 1 1 1/ 2 " 61'-0" 59'-8" 1'-0" 1'-0" 6'-6"6"1'-0" 15'-8 1/2" 5'-6" 6 6 9 10 11 58 ' - 0 " 11'-0" STD . CR A W L SP AC E 12 ' - 5 " CRAWL SPACE: 4'6" HIGH POURED CONCRETE WALL 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 17 POST ABOVE 18 5 3 AT K I T C H E N I S L A N D D O U B L E J O I S T S OUTLINE OF KITCHEN ISLAND ABOVE 6 4 19 CJ CJ A 5.01 CJ 19 19 SEE D1.1 C.L . OF CO L U M N 10 ' - 6 " C.L . OF CO L U M N 4'- 8 " 4 4 3 19 10 1/2" DR A I N C.L . 4'- 9 " FLOOR DRAIN TO C.L. OF DRAIN 16'-0" 1 5 '-1 " 18 ' - 4 " 24 ' - 7 " 8'-0" 2'-0" 6'-0" 17'-4" UNEXCAVATED 10'-0" 2 7'- 1 0 1/ 2 " 7'-2 1/2 " 40 4 0 SL I D E R RO C K EG R E S S WIN D O W WEL L CJ 56 5 0 EG R E S S 79'-0" 14 ' - 7 " 9'- 2 " 10 " 4'- 7 " 4'-7 " 1'-8" BR I C K STA M P E D WIN D O W WEL L 7'-4" 10'-0" 79'-0" 31'-4 1/2"29'-7 1/2" METAL EGRESS WINDOW WELL 4040 SLIDER Sh e e t In f o r m a t i o n Copyright © 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 WENINGER 14305 DUFTON COURT ALBANY PLACE ALB-0042-00 06/25/2018 MELISSA P. SERIES_NM PLAN_NM 859-578-4290 the CRESTWOOD SSP Elevation "C" 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 07/30/18 Mike Sheeks