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HomeMy WebLinkAboutS001 - 33LV54' - 8" 17' - 8" 14' - 8"2' - 0"10' - 0" 2' - 0" 37' - 8"22' - 0" 1' - 4" 13' - 8"6' - 4" 9' - 8" 6' - 4" 54' - 8"2' - 4 1/2" 8' - 3" 3' - 0 1/2" 8" 6' - 4" 8"8" 21' - 0" 19' - 0" 13' - 4"3' - 5 3/4"10' - 7" 5' - 3 1/2" 6' - 11 3/4" 8" 21' - 4" 8" 22' - 4" 10' - 0" 22' - 4"8"4' - 0"12' - 8 1/2" 6' - 7 3/4" 2' - 6" 4' - 9" 3' - 9 3/4" 1' - 5 3/4"2' - 3 1/2"8' - 5 3/4"7' - 4" 8" 12' - 8" 2' - 0" 8" 78' - 8"78' - 8"2' - 0"59' - 8" 15' - 0"2' - 0" 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL 4" CONC. SLAB OVER 6 MIL VAPOR BARRIER OVER 4" MIN. GRANULAR FILL BASEMENT GARAGE GARAGE PORCH 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL PORCH 6' - 0 1/2" 2' - 5 1/2" 3' - 2" 1' - 8" 14' - 11" 2' - 0" 1' - 1 3/4"5' - 7" 10' - 10" 5' - 3 3/4" 5" 9' - 4" 15' - 2 3/4" 6' - 7 1/2" 36"x36"x12" FOOTING 36"x36"x12" FOOTING 16"x8" UNDERSLAB FOOTING 16" X 8" UNDERSLAB FOOTING 12' - 1 3/4" 10' - 2 1/4" 9' - 4" 4' - 2 3/4" 6' - 4" 1' - 7 1/2" 11' - 8" 7' - 11 1/4" 5' - 5 1/4" 3' - 8" 2' - 11 1/2" 24"x24"x12" FOOTING 24"x24"x12" FOOTING 4' - 7 1/2" 12' - 9" 9' - 5 1/2" 13' - 7 1/2" 22' - 1 3/4" 8" 21' - 0" 10' - 8" 8" 21' - 0" 8" 16"x8" UNDERSLAB FOOTING 16"x8" UNDERSLAB FOOTING 16"x8" UNDERSLAB FOOTING 8" 8"8"7' - 4" 4' - 0" RECESSED SLAB FOR EJECTOR AND SUMP PITS SLOPE FLOOR 2"22' - 0"SLOPE FLOOR 2"3' - 8 1/2" 16' - 3" 2' - 4 1/2" 1' - 4" 8" 6' - 4" 8' - 4" 6' - 4" 8"1' - 2 1/4"12' - 7 1/2" ROUGH -IN 11' - 4"8' - 0"55' - 4" 13' - 4" 14' - 8"17' - 8" BSMT. FND. WALLS22' - 4" BSMT. FND. WALLS 13' - 4"20' - 4"21' - 0" 5' - 8"8' - 10" DROP T.O.W. 4' - 8" 8' - 10" 5' - 0" DROP T.O.W. 4' - 8" 5' - 0"3' - 4"DROP T.O.W. AT DOOR DROP T.O.W. AT DOOR 3' - 7"2' - 6" 8" 2' - 0" 8" 14' - 6"1' - 4"CONCRETE PILASTERS1' - 4"8"8" 10' - 0" 8" CONCRETE PILASTERS ROCKWELL RETAINING AREA DRAIN ROCKWELL RETAINING AREA DRAIN 20' - 8"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 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 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:WedgewoodBuilding Co., LLC317.669.630032 First Street NECarmel, IN 46032www.wedgewoodbc.comCopyright c 2019 Wedgewood Building Co. LLC. 4/23/2020 9:19:18 AM S1Wedgewood Building Company, LLCLot #33LV - Retherford - New Traditional Elevation14274 Laura Vista Drive, Carmel, INFOUNDATION PLAN ABL1/4" = 1'-0"1 FOUNDATION PLAN Rev.No. Date DescriptionGENERAL NOTES: 1. REFER TO COVER PAGE FOR SPANISH TRANSLATIONS = REFERIRSE A LA PORTADA DE LAS TRADUCCIONES AL ESPAÑOL. 3/4" = 1'-0"2 TYPICAL UNDER SLAB FOOTING 3/4" = 1'-0"3 TYPICAL FOUNDATION WALL AT HOUSE 3/4" = 1'-0"4 TYPICAL FOUNDATION AT COLUMN By Andrew Lund at 9:20 am, Apr 23, 2020 05/05/20 David Rutti