Loading...
HomeMy WebLinkAboutS003 - 219JGBGARAGE 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL BASEMENT 4" CONC. SLAB OVER 6 MIL. VAPOR BARRIER OVER 4" MIN. GRANULAR FILL CRAWL 6 MIL. VAPOR BARRIER OVER 4" MIN. GRANULAR FILL 2" SLOPE TO DOOR PORCH 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL 9' BASEMENT WALLS23' - 4" 2' - 4" 14' - 0" 19' - 4" 13' - 4" 37' - 4" 9' - 0"5' - 4"12' - 4" 14' - 4" 7' - 4"22' - 8" 23' - 4" 2' - 0" 2' - 4" 8" 1' - 8" 7' - 8" 8" 28' - 8"7' - 8" 14' - 8" 32' - 4" 14' - 8" 8' - 0" 23' - 4"8" 1' - 8" 5' - 4" 3' - 0" 4' - 2" 1' - 10"2 3/4"14' - 1 1/4"DROP T.O.W. @ CRAWL OPENINGS 8"9' - 9 1/2" 5' - 0 1/4"3' - 0"10' - 10 1/4"8" 9' - 4" 8" 8" 13' - 4"8"13' - 5 1/4" 5' - 8 1/2" 10' - 6 1/2" 16' - 3 1/4" 1' - 4" 2' - 10 1/2" 1' - 4" 2' - 10 1/2" 8" 8" 6' - 6" 3' - 1 1/2" 11' - 2" 16' - 2 1/4" 8" 14' - 0" 8"8"11' - 7 1/4" 1' - 4" 3' - 4 1/2" 6' - 6" 2 1/4" 5' - 0 3/4" 7"9" 6' - 0 1/4" 5' - 7" 8" 2' - 7 3/4" 8" 21' - 4" 8" 2 1/4"16' - 11 1/4"1' - 4" 3' - 4 1/2" 2' - 7 3/4"2' - 8 1/2" 1' - 1 3/4"2 1/4"8"25' - 0" 12' - 5 1/4" 1' - 4" 13' - 1 1/2" 1' - 4" 3' - 10 1/4" 11' - 7"6' - 8"6' - 9 1/4" 1' - 4" 13' - 6 3/4" 4" 8"8" 13' - 6 3/4" 1' - 4" 3' - 6 3/4" 11' - 10 1/2" 5' - 8"6' - 8 1/4" 3' - 4 1/2" 1' - 4" 2' - 2" 1' - 4" 13' - 5 1/4"6 1/4" 1' - 6 3/4" 3' - 5 1/2" 3' - 2" 21' - 11 1/2"8" 21' - 4" 8"21' - 1 1/4" 8"28' - 4"8" 8" 8" 8" 13' - 4" 1' - 4" 26' - 4" 8" 3' - 0" 8" 1' - 8" 1' - 4" 13' - 4" 2' - 4"12' - 0"8" 22' - 0" 8" 11' - 4" 8"6' - 7 1/2" DROP T.O.W. 4' - 9" 7' - 11 1/2" 5' - 3 1/2" DROP T.O.W. 4' - 9" 27' - 3 1/2"4' - 5 1/2"DROP T.O.W.4' - 9"3' - 1 1/2" 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 PORCH 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL GARAGE 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL 8" 13' - 4" 8" 32' - 4" 8" 13' - 4" 8' - 0" 8" 2" SLOPE TO DOOR 16" X 8" UNDERSLAB FOOTING 16" X 8" UNDERSLAB FOOTING 16" X 8" UNDERSLAB FOOTING 16" X 8" UNDERSLAB FOOTING 93' - 0" 57' - 8"8" 12' - 0" 8" DROP TOP OF CONCRETE PIER BELOW STEEL BEAM-SEE ROUGH FRAMING PLAN15' - 4"8" 6' - 0"2' - 4 1/2"DROP T.O.W.16' - 3" 1' - 7"DROP T.O.W.2' - 10"3 1/2"11' - 2" DROP T.O.W. 9' - 0" 3' - 2" 93' - 0"57' - 8"ROCKWELL RETAINING W/ AREA DRAIN ROCKWELL RETAINING W/ AREA DRAIN 4' - 8" 8" 3' - 4" 8" 4' - 8"1' - 4"8" X 16" STEP SUPPORTS 8" X 16" STEP SUPPORTS 1' - 4"5' - 4" 1' - 4"1' - 0" 3' - 4"RECESSED SLAB 16" X 8" UNDERSLAB FOOTING 16" X 8" UNDERSLAB FOOTING 5' - 3"4' - 3 3/4" SEWER ENTRANCE WATER ENTRANCE 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 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 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 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. 5/27/2020 12:21:21 PM S1JIANG/NIE RESIDENCELOT 219 BRIDGEMONT @ JACKSON'S GRANTFOUNDATION PLAN BJDS1/4" = 1'-0"1 FOUNDATION PLAN 3/4" = 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 DescriptionApproved For Construction Owner Signature: ____________________ Date: _________ Owner Signature: ____________________ Date: _________ Architect Signature: ____________________ Date: _________ Wedgewood Building Co. ,LLC 06/18/20 Adam Schriner