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HomeMy WebLinkAboutS001 - 14GGGARAGE4" CONC SLAB OVER4" MIN. GRANULAR FILLPORCH4" CONC SLAB OVER4" MIN. GRANULAR FILLLANAI4" CONC SLAB OVER4" MIN. GRANULAR FILLBASEMENT4" CONC SLAB OVER6 MIL. VAPOR BARRIER OVER4" MIN. GRANULAR FILLSLAB RECESSED 4"EJECT.SUMP4040GLSLOPE 2"36"X36"X12" CONC. PADFOOTING7' - 4" 8"8"18' - 6 1/4" 1' - 4" 11' - 5 3/4" 8" 8" 5' - 3 3/4" 8" 5' - 2 1/2" DROP TOP OF WALL 16' - 3" 1' - 4" DROP TOP OF WALL 9' - 3" 2' - 11 1/2" 2' - 10 1/2" 3' - 6" 6"8' - 6" 8"33' - 4" 8" 22' - 0" 8"2' - 4" 3' - 0" 8' - 4 1/4" 2' - 0" 12' - 0"8"25' - 2" 1' - 4" 2' - 7" 3' - 0" 2' - 11" 1' - 4" 7' - 4" 8" 8' - 0" 5' - 0" 8" 8"20' - 4" 8" 15' - 0" 8" 15' - 4" 8" 18' - 10 1/4"2' - 0" 1' - 10 3/4"1' - 0"8"6' - 0" 8" 8"23' - 9 1/4" 1' - 4" 1' - 7 1/2"1' - 4"11' - 11 1/4" 12' - 0" 8"8"21' - 0" 8" 8"52' - 0" 8" 1' - 4"21' - 8" 15' - 0" 16' - 8" 54' - 8"18' - 8"3' - 0" 8' - 11 3/4"DROP T.O.W.4' - 8" 8' - 0 1/4" 6' - 0"DROP T.O.W. 4' - 8" 6' - 0" 22' - 4"13' - 0" 6' - 0" 13' - 4" 54' - 8"34' - 8"51' - 4" 7' - 8" 24"X24"X12" CONC.PAD FOOTING36"X36"X12" CONC.PAD FOOTING16" X 8" CONCRETEUNDERSLAB FOOTING16" X 8" CONCRETEUNDERSLAB FOOTING24"X24"X12" CONC. PADFOOTING51"X36"X12" CONC.PAD FOOTING3' - 0" 5' - 8"8' - 5"6' - 10"5' - 6"2' - 0" 16' - 2" 3' - 0" 5' - 8"3' - 11 1/4" 3' - 0" 3' - 11 3/4" 11' - 10" 2' - 0"3' - 6" 1' - 0"2' - 0"8"2' - 0" 15' - 2" 4' - 3" 13' - 11" 3' - 0" 13' - 8" 8" 16' - 0"30' - 0 3/4"3' - 0" 17' - 7 1/4" 36"X36"X12" CONC.PAD FOOTING3' - 2"8" 13' - 7 1/2"5' - 6" 1' - 4"4040GL93' - 8" 5' - 8" 53' - 0" 1' - 2" 33' - 10"1' - 8" 15' - 0" CRAWL6 MIL. VAPOR BARRIEROVER 4" MIN. GRANULAR FILL8" 1' - 2 1/4" 6' - 2 1/2" 3' - 0" 11' - 7 1/4" 6' - 0" 13' - 8" 8" 6' - 8"8" x 8" PILASTER @WALL FOR DROPPEDBEAM BEARING8" x 8" PILASTER @WALL FOR DROPPEDBEAM BEARINGCONCRETE PIER. DROPT.O.W. TO BOTTOM OFBEAM, TYP.CRAWLACCESSPANEL4' - 6 1/2" DROP T.O.W. 3' - 3" 6' - 6 1/2" 35' - 0" 1' - 4"7' - 7 1/4" 8" 1' - 8" 8" 9' - 0 3/4" CONCRETE PILASTERS BELOW STEPS CONCRETE PILASTERS BELOW STEPS 8" 1' - 8" 8"1' - 4" 3' - 0" 7' - 7" 3' - 0" 11' - 11 3/4"6' - 0 1/4" 3' - 0"1' - 7 1/2"3' - 0"3' - 8 1/4" 3' - 0"36"X36"X12" CONC.PAD FOOTING3' - 0" 4' - 1 1/4" 3' - 0" 2' - 2" 9' - 0" 2' - 2" 6' - 0" 2' - 2" 9' - 0" 1' - 10"1' - 2" 8' - 6" 1' - 2" 1' - 2" 93' - 8" CONCRETE PIER WITH BRICK LEDGE FOR COLUMN BASE - SEE FRONT ELEVATION CONCRETE PIER WITH BRICK LEDGE FOR COLUMN BASE - SEE FRONT ELEVATION 13' - 1 3/4"8" 7' - 2 1/4" 1' - 10" 1' - 10" 1' - 10"2' - 6"1' - 10" 8" 7' - 8"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 BARRIERDEPTH WIDTH 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 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. 3/18/2020 3:53:04 PM S1Wedgewood Building Co.Lot #14 - Grannan Grove3733 Aldrew Place, Carmel, INFOUNDATION PLAN WBC 1/4" = 1'-0"1 FOUNDATION PLAN 3/4" = 1'-0"3 TYPICAL FOUNDATION AT COLUMN 3/4" = 1'-0"4 TYPICAL UNDER SLAB FOOTING 3/4" = 1'-0"2 TYPICAL FOUNDATION WALL AT HOUSE GENERAL NOTES: 1. REFER TO COVER PAGE FOR SPANISH TRANSLATIONS = REFERIRSE A LA PORTADA DE LAS TRADUCCIONES AL ESPAÑOL.Rev.No. Date DescriptionBy Andrew Lund at 3:56 pm, Mar 18, 2020 04/03/20 Adam Schriner