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HomeMy WebLinkAboutS001 - 208JGBGARAGE 8" CONC. SHORT WALL @ MIN. 30" DEPTH PORCH 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL GARAGE 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL 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 DOOR 2" SLOPE TO DOOR 16" x 8" CONC. UNDERSLAB FOOTING 16" x 8" CONCRETE UNDERSLAB FOOTING PORCH 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL SLAB RECESSED 4" 2 0 22 8 17 4 13 8 4 0 THICKENED SLAB UNDER FIREPLACE 8" 4" OFFSET 1' - 8"32' - 4" 22' - 8" 24' - 0" 2' - 0" 17' - 4" 6' - 0" 17' - 0" 15' - 4"80' - 8"31' - 0" 23' - 0" 12' - 8" 7' - 0" 7' - 0"9' - 4" 8" 12' - 8"4' - 0" 29' - 4" 8" 4' - 4" 8"4' - 8"8"1' - 0" 10' - 0" 8" 57' - 8" 8" 8' - 4" 13' - 8" 8" 26' - 4" 4' - 0" 8"1' - 6 3/4"1' - 4"2' - 0" DROP T.O.W.4' - 8" 6' - 0" ROCKWELL RETAINING 17' - 8" 5' - 4" SUMP EJECT 2' - 4" 5' - 8" 9' - 0"23' - 0" 6' - 4"2' - 6 1/2" DROP T.O.W. @ DOOR16' - 3" 4' - 2 1/2"3' - 0 1/2" DROP T.O.W. @ DOOR 9' - 3" 3' - 0 1/2"4' - 0"13' - 8" 12' - 0" 6' - 8" 2' - 0"7' - 8" DROP T.O.W. INSIDE WELL10' - 0" 14' - 0"3' - 4" DROP T.O.W. INSIDE WELL 7' - 0" 3' - 4" 24' - 4" 7' - 4" 11' - 6"16' - 1 1/2" 4' - 0" 3' - 2 1/2" 15' - 7 1/2"6' - 5 1/2"4' - 7 1/4" WINDOW WELL8' - 4"3' - 0" 1' - 8 1/4" 8" 3' - 0" 8' - 11 1/2" 3' - 0" 36" x 36" x 12" CONC. FOOTING 3' - 0" 13' - 3 1/2" 3' - 0" 7' - 3 1/2" 5' - 0" 3' - 0" 4' - 9 1/2" 3' - 0" 11' - 3 1/4" 8" 1' - 8 1/4" 8' - 4"3' - 0" 14' - 10 1/4" 3' - 0" 2' - 5 3/4" 31' - 8" 8" 7' - 4"2' - 0"21' - 1" 21' - 8" 1' - 4" 18' - 4" 1' - 4" 8"8" 30' - 4" 8" 15' - 0" 2' - 0" 8" 5' - 4" 1' - 4"3' - 3 3/4" 8" 1' - 9 3/4"3' - 0" 16' - 2 1/4"1' - 8"1' - 8"5' - 4" LIMESTONE CAP AREA DRAIN AREA DRAIN AREA DRAIN AREA OF LOWERED SLAB 8' - 4 1/2"4' - 7" 17' - 1" 11' - 7" 13' - 4" 19' - 3 1/2"8"7' - 0" 6' - 5 3/4" 1' - 4" 3' - 6 1/4" 16" x 8" CONCRETE UNDERSLAB FOOTING 3' - 0"1' - 4" 3' - 6 1/4"16"x8" CONC. UNDERSLAB FOOTING 8" 1' - 0" 7' - 4" 8" 14' - 0" 8" 8" SHORT FND. WALL UP TO BOTTOM OF SLAB 9' - 0"4' - 4" 14' - 10 3/4" 3' - 0"4' - 8 3/4" 3' - 0"36" x 36" x 12" CONC. FOOTING 36" x 36" x 12" CONC. FOOTING 8" 12' - 4" 8" 8" 21' - 4" 8" 4" 2' - 8" 1' - 4" 3' - 4" 36" x 36" x 12" CONC. FOOTING RADON EVAC SYSTEM 80' - 8"3' - 3" 8"3' - 3"8"1' - 4"3' - 4" 8" 2' - 4" 8" 10' - 0" CONCRETE PILASTERS BELOW CONCRETE STEPS 2' - 8" 8' - 4" 2' - 8" WINDOW WELL LIMESTONE CAP FLOOR DROP 2' - 0" FLOOR DROP 2' - 0"2' - 9 3/4"16' - 0" 15' - 8" 16' - 8"2' - 0"1' - 0 3/4"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 DEPTH 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:Wedgewood Building Co., LLC 317.669.6300 32 First Street NE Carmel, IN 46032 www.wedgewoodbc.com Copyright c 2015 Wedgewood Building Co. LLC. 9/7/2018 3:30:40 PM S1 The Bale Harter Residence The Bale Harter Residence Lot #208 Jackson's Grant - Bridgemont FOUNDATION PLAN BMC 1/4" = 1'‐0" S1 FO UNDATIO N PLAN 1 Rev.No. Date Description 3/4" = 1'‐0"S1 TYPICAL FO UNDATIO N AT CO LUM N2 3/4" = 1'‐0"S1 TYPICAL UNDER SLAB FO O TING3 3/4" = 1'‐0"S1 TYPICAL FO UNDATIO N W ALL AT HO USE4 GENERAL NOTES: 1. REFER TO COVER PAGE FOR SPANISH TRANSLATIONS = REFERIRSE A LA PORTADA DE LAS TRADUCCIONES AL ESPAÑOL. 09/12/18 William Hohlt