Loading...
HomeMy WebLinkAboutS001 - 9LVDEPTHWIDTH 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 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 8"5'- 0" . OVERDIGWALL HEIGHTDEPTHWIDTH 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 BARRIERDEPTH WIDTH GARAGE 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 9' BASEMENT WALLSPORCH 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL CRAWL 6 MIL. VAPOR BARRIER OVER 4" MIN. GRANULAR FILL GARAGE 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL 2" SLOPE TO DOOR CONCRETE PILASTERS BELOW STEPS CONCRETE PILASTERS BELOW STEPS SLAB RECESSED 4"SUMP EJECT 5' - 0 1/2" DROP T.O.W. 4' - 8"11' - 9 3/4" DROP T.O.W. 4' - 8"8' - 5 3/4" 16' - 0" 20' - 8"2' - 0" 6' - 4"21' - 8" 77' - 8"8"19' - 4" 8" 11' - 4 1/2" DROP T.O.W. AT DOOR 16' - 3"2' - 4 1/2" 3' - 4 1/2" 8" 3' - 4" 8"1' - 4" 21' - 4" DROP TOP OF WALL6' - 0" 8" 11' - 9 3/4" 3' - 0" 4' - 10" 3' - 0" 4' - 8 1/4" 8" 21' - 4" 8" 8" 1' - 8" 8' - 0" 8" 14' - 4 1/4" 1' - 4" 6' - 6" 1' - 4"8"3' - 6"8' - 4 3/4"1' - 4" 8' - 3" 3' - 0" 2' - 2 1/4" 3' - 0"5' - 8" 1' - 4" 14' - 4 1/4" 16' - 5 3/4"1' - 4" 10' - 0" 1' - 4" 7' - 8" 3' - 0" 13' - 6 1/4" 8"11' - 8 3/4" 3' - 0" 2' - 8" 12' - 6 1/2" 3' - 0" 4 3/4" 8" 15' - 4" 8" 3' - 0" 1' - 6 1/2" 10' - 4 1/4"2' - 10" 2' - 0"4' - 5" 6' - 9 3/4"26' - 11"19' - 6 1/4"20' - 8"19' - 10"8" 13' - 8" 8" 8' - 0" 8" 15' - 6" 5' - 6"16"W X 8"D CONCRETE UNDERSLAB FOOTING 36" x 36" x 12"D CONCRETE FOOTING 36" x 36" x 12"D CONCRETE FOOTING 36" x 36" x 12"D CONCRETE FOOTING 36" x 36" x 12"D CONCRETE FOOTING 8" 21' - 4" 8" 13' - 9 1/4" 3' - 0" 11' - 10 3/4" 8"BRICK LEDGE 1' - 0"8" 9' - 8"50' - 8"12' - 8" 10' - 4" 2' - 8" 22' - 0" 18' - 0" 12' - 0"1' - 4"10' - 8" 8" 2' - 0" 8"AREA DRAINS ROCKWELL RETAINING 50' - 8"3' - 1 1/2" 3' - 0" 10' - 4 1/4"23' - 0" 54' - 8"77' - 8"8"11' - 4" 8" 16' - 8" 8" 21' - 4" 8" 8" 5' - 8" 8" 5' - 4" 16' - 0" 8" 36" x 36" x 12"D CONCRETE FOOTING 1' - 8 1/4" 6' - 7 1/2" 3' - 0" 10' - 0 1/4"CUSTOMER:PROJECT NAME:LOCATION:DRAWING TITLE: DRAWN BY:WedgewoodBuilding Co., LLC317.669.630032 First Street NECarmel, IN 46032www.wedgewoodbc.comCopyright c 2015 Wedgewood Building Co. LLC. 5/28/2020 11:30:34 AM S1The Backes ResidenceLot #9 - Laura Vista14311 Laura Vista DriveFOUNDATION PLAN ABL3/4" = 1'-0"2 TYPICAL FOUNDATION AT COLUMN 3/4" = 1'-0"3 TYPICAL FOUNDATION WALL AT HOUSE 3/4" = 1'-0"4 TYPICAL UNDER SLAB FOOTING GENERAL NOTES: 1. REFER TO COVER PAGE FOR SPANISH TRANSLATIONS = REFERIRSE A LA PORTADA DE LAS TRADUCCIONES AL ESPAÑOL.Rev.No. Date Description1/4" = 1'-0"1 FOUNDATION PLAN By Greg Cradick at 11:31 am, May 28, 2020 06/03/20 Mike Sheeks