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HomeMy WebLinkAboutS001 - 203JGBGARAGE 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL BASEMENT 4" CONC. SLAB OVER 6 MIL. VAPOR BARRIER OVER 4" MIN. GRANULAR FILL 2" SLOPE TO DOORPORCH 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL 10' BASEMENT WALLS 50' - 4" 32' - 8" 4' - 4" 83' - 0"2' - 0"23' - 4" 2' - 8" 15' - 8" 12' - 8" 2' - 0" 58' - 4"13' - 8" 37' - 0" 36' - 8" 4' - 8" 3' - 2" 10" 1' - 4" 8' - 8" 32' - 8"14' - 4"9' - 8" 34' - 4" 21' - 0" DROP T.O.W. 4' - 8" 24' - 8"16' - 0" 18' - 4"3' - 2" DROP T.O.W. AT DOOR 16' - 3" 1' - 4" DROP T.O.W. AT DOOR 9' - 3" 2' - 8"9' - 8"1' - 0" 17' - 4" 1' - 4" 13' - 4" 1' - 4" 10" 12' - 4" 10" 14' - 4" 10" 26' - 4" 10"4' - 0" 32' - 8" 1' - 4" 11' - 0" 1' - 0" 36' - 6" 10"8" 22' - 0" 8"12' - 11 3/4"13' - 4 1/4" 1' - 0" 48' - 6" 10" 32' - 0" 8"3' - 0"AREA DRAIN TIMBER RETAINING WALLS AS REQ. 1' - 4" 87' - 4" 6' - 4" 2' - 0" 12' - 8" 18' - 4" 8" 22' - 0" 8" 2' - 0"6"10" 12' - 6 1/2" 15' - 5 3/4" 6' - 5 1/4" 8" 5' - 2 1/2" 8" 13' - 8"1' - 0" 22' - 8 1/2" 8" 4' - 8 1/2" 8" 17' - 9" PIT FOR FOR FUTURE ELEVATOR, FIELD VERIFY ALL SIZES & LOCATION w/ CONTRACTOR CONCRETE PILASTERS FOR STEP SUPPORT 8" 8" 2' - 11" 8" 2' - 11" 8" 9' - 10"58' - 4"1' - 11" 1' - 0" 5' - 5" 1' - 0" 1' - 8"1' - 10"17' - 11" 13' - 1" 10" 4' - 8"3' - 0"2' - 4"1' - 0" 11' - 10" 10" 2' - 0" 2 1/2"12' - 6 1/2" 7' - 0 3/4" 1' - 4" 6' - 5" 1' - 4" 13' - 0" 12' - 11 3/4"8' - 7 1/2" 6' - 10" 15' - 6" 15' - 4 1/2" 2" 7' - 0" 10' - 1" 13' - 10 1/2"1' - 8 1/2"12' - 3 3/4"1' - 4" 8 1/2"1' - 4" 7' - 5 3/4" PORCH 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL LANAI 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL FOUNDATION WALLS TO BE ENGINEERED 5' - 0"12' - 6 1/2" 15' - 5 3/4" 10' - 11 1/2" 1' - 4" 8 1/2"1' - 4" 12' - 3 3/4"FLOOR DRAIN, SLOPE PIT FLOOR 16" x 8" CONC. THICKENED SLAB 36" x 36" x 12" CONC. FOOTING 8"D. X 16"W. FOOTING 8"D. X 16"W. FOOTING 36" x 36" x 12" CONC. FOOTING 8"D. X 16"W. FOOTING 6' - 3" 6' - 3 1/4" 7' - 6 1/2" 8' - 0 1/2" 10' - 1 3/4" 36" x 36" x 12" CONC. FOOTING 36" x 36" x 12" CONC. FOOTING 36" x 36" x 12" CONC. FOOTING 60" x 36" x 12" CONC. FOOTING 1' - 6" 2' - 0" 1' - 6" CENTER OF PORCH POST LOCATION CENTER OF LANAI POST LOCATION 1' - 8"1' - 4" 4' - 0" 5 3/4"3' - 1 1/4" 1' - 0" 5' - 4" 6' - 0" 10" SEWER LINE WET BAR R/I 7' - 1"36" x 36" x 12" CONC. FOOTING 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 DEPTH WIDTH 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 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 CUSTOMER:PROJECT NAME:LOCATION:DRAWING TITLE: DRAWN BY:WedgewoodBuilding Co., LLC317.669.6300 32 First Street NECarmel, IN 46032www.wedgewoodbc.comCopyright c 2015 Wedgewood Building Co. LLC.9/9/2019 6:40:09 AM S1Wedgewood Building Co.KAUFFMAN RESIDENCE 12224 HOBBY HORSE DR, CARMEL, INFOUNDATION PLAN WBC1/4" = 1'-0"1 FOUNDATION PLAN GENERAL NOTES: 1. REFER TO COVER PAGE FOR SPANISH TRANSLATIONS = REFERIRSE A LA PORTADA DE LAS TRADUCCIONES AL ESPAÑOL.Rev.No. Date Description3/4" = 1'-0"2 TYPICAL UNDER SLAB FOOTING 3/4" = 1'-0" 3 TYPICAL FOUNDATION AT COLUMN 3/4" = 1'-0"4 TYPICAL FOUNDATION WALL AT HOUSE Approved For Construction Owner Signature: ____________________ Date: _________ Owner Signature: ____________________ Date: _________ Architect Signature: ____________________ Date: _________ Wedgewood Building Co. ,LLC Engineer filled wall 09/16/19 Mike Sheeks