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HomeMy WebLinkAboutS001 - 223JGB RevisedSLAB RECESSED 4" EJECT. SUMP 18' - 0" 16' - 0" 20' - 0"82' - 0"2' - 8" DROP T.O.W. 9' - 3" 2' - 9" 9' - 4" 8" 6' - 8"3' - 0 1/2" DROP T.O. WALL AT GARAGE DOOR OPENING 16' - 3" 3' - 0 1/2" SLOPE 2" TO DOOR GARAGE 4" CONC SLAB OVER 4" MIN. GRANULAR FILL GARAGE 4" CONC SLAB OVER 4" MIN. GRANULAR FILL SLOPE 2" TO DOOR 8" 22' - 0" 8" 19' - 8"10' - 0" 8" 21' - 0" 8"8" 8" 6' - 0" 17' - 4"1' - 4"19' - 8" 2' - 0" 11' - 10 1/4" 3' - 0" 2' - 9 3/4"3' - 0"17' - 0" 36"X36"X12" CONC. PAD FOOTING 16" X 8" UNDERSLAB FOOTING 17' - 4 1/4" 3' - 0" 7' - 7 1/4" 3' - 0" 20' - 4 1/2" 18' - 10"9' - 3"16" X 8" UNDERSLAB FOOTING 1' - 4"17' - 10" 16' - 8" 3' - 0" 12' - 8" 3' - 0" 13' - 6" 6' - 1 1/2" 1' - 4"10' - 11"13' - 1 1/2"9' - 7" 7' - 9"11' - 10"1' - 4" 4' - 3" 1' - 4" 5' - 11" 8' - 0" 15' - 0 1/2" 19' - 7 1/2" 3' - 10 1/2" 8' - 8 1/2"4' - 4"BASEMENT 4" CONC SLAB OVER 6 MIL. VAPOR BARRIER OVER 4" MIN. GRANULAR FILL SCREENED PORCH 4" CONC SLAB OVER 4" MIN. GRANULAR FILL 16" X 8" UNDERSLAB FOOTING 36"X36"X12" CONC. PAD FOOTING 3' - 0" 9' - 8 1/2"PORCH 4" CONC SLAB OVER 4" MIN. GRANULAR FILL 21' - 0" 9' - 4" 22' - 4" 1' - 4" 54' - 0" 1' - 4"10' - 8" ROCKWELL RETAINING AREA DRAIN AREA DRAIN 3' - 2"8" 5' - 6" 5' - 0" 36"X36"X12" CONC. PAD FOOTING3' - 0"14' - 10 1/2" 8" 14' - 0" 8" 17' - 0" 3' - 0" 14' - 2 1/2"4"8" 21' - 8" 8" 17' - 4" 8" 16' - 0" 18' - 8" 18' - 0"1' - 0"5' - 0" 8" CONCRETE PILASTERS FOR STEPS ABOVE 4' - 0"12' - 0" 1' - 4"31' - 4" 2' - 10 1/2" 8" 2' - 0" 8" 4' - 1 1/2" CONCRETE PILASTERS FOR STEPS ABOVE 4' - 4"10' - 0" 53' - 0" 14' - 8" 10' - 0"14' - 0" 5' - 0" 16' - 0"1' - 4"8" 8" 2' - 0" 8" 8"3' - 4" 1' - 0" DROP T.O.W. INSIDE WELL 15' - 0" 8" BRICK LEDGE BOTH SIDES OF RETAINING WALL 8" 11' - 4" 8"1' - 8"8"26' - 0" 56' - 0" 4' - 8"DROP T.O.W.4' - 8" 16' - 8" 8' - 0" 22' - 8" 25' - 4" 54' - 0"82' - 0"8"METAL TIE BRICK VENEER SHEATHING BATT INSULATION GRADE THROUGH WALL FLASHING 4" DRAIN TILE 4" MIN. GRANULAR FILL 5'- 0" . OVERDIGWALL HEIGHT3/4" DECKING SEE FLOOR FRAMING PLAN FOR JOIST LAYOUT 4" CONCRETE SLAB ON GRADE W/ 6 MIL. VAPOR BARRIER GRANULAR FILL TO 12" ABOVE TOP OF FOOTING. WATERPROOFING TYPICAL FOUNDATION WALL: *POURED CONCRETE WALL (SEE PLAN FOR DIM.) *SILL ANCHOR BOLTS @ 6'-0" O.C. *#6 VERTICAL REINF. @ 5" FROM SOIL SIDE OF WALL. SPACING PER CODE. *16" X 8" CONCRETE FOOTING *#3 HORIZ. STEEL WALL REINFORCING *LOOP WIRE REINFORCING 5'- 0". 2'- 0".LOWER LEVEL MAIN LEVEL DEPTHWIDTH SEE FOUNDATION PLAN FOR UNDER SLAB FOOTING DIMENSIONS TREATED SILL PLATE. BEARING WALL. SEE FRAMING PLAN. 4" CONCRETE SLAB ON GRADE 4" MIN. GRANULAR FILL ON 6 MIL VISQUEEN VAPOR BARRIER DEPTHWIDTH SEE FOUNDATION PLAN FOR PAD DIMENSIONS METAL ANCHOR PLATE 3 1/2" DIA. ADJUSTABLE STEEL COLUMN 4" CONCRETE SLAB ON GRADE 4" MIN. GRANULAR FILL ON 6 MIL VISQUEEN VAPOR BARRIER CUSTOMER: PROJECT NAME:LOCATION:DRAWING TITLE: DRAWN BY:Wedgewood Building Co., LLC 317.669.6300 32 First Street NE Carmel, IN 46032 www.wedgewoodbc.com Copyright c 2015 Wedgewood Building Co. LLC. 4/3/2019 1:30:40 PM S1 The DeFelippis Residence 223JG Defelippis 223 Bridgemont @ Jackson's Grant FOUNDATION PLAN SBS 1/4" = 1'-0"1 0 - FOUNDATION PLAN 3/4" = 1'-0"2 TYPICAL FOUNDATION WALL AT HOUSE 3/4" = 1'-0"3 TYPICAL UNDER SLAB FOOTING 3/4" = 1'-0"5 TYPICAL FOUNDATION AT COLUMN Rev.No. Date Description1 04/03/19 PLAN REV'SBy Andrew Lund at 1:31 pm, Apr 03, 2019 04/08/19 Mike Sheeks