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HomeMy WebLinkAboutGN002 - 20LV8"40' - 0"8"21' - 0"8"19' - 8"8"8"28' - 0"8"27' - 0"8"8"21' - 4" 8"4' - 0" 27' - 4" 8" 8" 32' - 0" 8"20' - 8" 4" 4" 8"32' - 0"8" 20' - 8"8" 22' - 8"32' - 0" 2' - 7 3/4" 17' - 6"1' - 10"3' - 0"3' - 8 1/2"20' - 4" 8" 11' - 8"22' - 0" 54' - 8" 32' - 0" SLAB RECESSED 4" SUMP EJECTOR26' - 8 11/16"1' - 8 3/8"11' - 7"8"13' - 9"14' - 3"BASEMENT CRAWL SPACE GARAGE LANAI PORCH 16" x 8" CONCRETE UNDERSLAB FOOTING 16" x 8" CONCRETE UNDERSLAB FOOTING 6 MIL VAPOR BARRIER OVER 4" MIN.GRANULAR FILL 4" CONC.OVER 4" MIN. GRANULAR FILL 4" CONC. OVER 4" MIN. GRANULAR FILL 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL 4" CONC. SLAB OVER 6 MIL. VAPOR BARRIER, OVER 4" MIN. GRANULAR FILL FRONT PORCH 4" CONC. OVER 4" MIN. GRANULAR FILL GARAGE 9'-0" BASEMENT WALLS 2x4 PT SILL PLATE (TYP.) 8 1/4" 19' - 5 1/2" 2" SLOPE TO DOOR 2" SLOPETO DOOR4"4" 4"4"4" 4"8"AREA DRAIN ROCKWELL RETAINING WALL DROP T.O.W AT PILASTER 10 1/2" CONC. FOOTING PAD 1' - 5"4' - 2" 54' - 8" 3' - 0"20' - 3"7' - 0"5' - 4"CONCRETE PILASTERS BELOW STEPS 1' - 4"3" 8" 2' - 4" 8" 30' - 1"3' - 0" 2 S1 DROP TOP OF WALL AREA DRAIN ROCKWELL RETAINING WALL AREA DRAIN ROCKWELL RETAINING WALL 14' - 4"57' - 0"12' - 0"83' - 4"83' - 4"48' - 6 1/2"34' - 9 1/2"1' - 8"2' - 0" 8" 2' - 0" 8"1' - 4"19' - 8"8"7' - 4" 4' - 4" 8"8"1' - 4"5' - 4"8"21' - 0"8"28' - 0"CRAWL ACCESS 2x4 STUD LOAD BEARING KNEE WALL 19' - 10 1/4"13' - 10 3/4"35' - 3"CRAWL ACCESS 2x4 STUD LOAD BEARING KNEE WALL CRAWL ACCESS 2x4 STUD LOAD BEARING KNEE WALL WOOD FLUSH BEAM 8' - 0" 3' - 8" 2' - 10 1/2" DROP T.O.W. 16' - 3"2' - 10 1/2"2' - 0 1/2"DROP T.O.W.8' - 3"2' - 8 1/2"8" 8" 9' - 4" 1' - 4"9' - 4"1' - 4" 9' - 4" 8" 8"5' - 6 1/4"DROP T.O.W.4' - 8"9' - 2 3/4"DROP T.O.W.4' - 8"5' - 3"15' - 8 3/4"DROP T.O.W.4' - 8"12' - 1"DROP T.O.W.4' - 8"4' - 1 3/4"2' - 0"40' - 0"3 1/2" STEEL COLUMNS TYP. 5' - 3 1/2" 14' - 8" 11' - 7"2' - 2 3/4"12' - 2 1/4"2' - 0"28' - 7 1/2"24' - 8 1/2" 11' - 4" DROP T.O.W. 4' - 0"16' - 8" 2 1/4" 15' - 5 3/4"5' - 5 3/4" 2 1/4" - --- AREA DRAIN ROCKWELL RETAINING WALL WOOD STUD BEARING WALL FROM CRAWL FOUNDATION WALL UP TO BOTTOM OF FLOOR JOIST 4" CONC. SLAB OVER 6 MIL VAPOR BARRIER OVER 4" MIN. GRANULAR FILL FOUNDATION WALL OVERDIG 4" DRAIN TILE TYPICAL FOUNDATION WALL: * 8" POURED CONCRETE WALL * SILL ANCHOR BOLTS @6'-0" O.C. * 16" X 8" CONCRETE FOOTING * #3 STEEL WALL REINFORCING 2" FROM FACE OF WALL * LOOP WIRE REINFORCING 11 7/8" I-JOIST APPROXIMATE CRAWL FLOOR 6 MIL VAPOR BARRIER OVER 4" MIN. GRANULAR FILL PROVIDE A WOOD LVL HEADER AT CRAWL SPACE ACCESS OPENING R -10 VINYL FACED BATT INSULATION ON EXTERIOR WALLS IN CRAWL HEIGHT DETERINED BY GRADE8' - 9 1/2"1' - 4"8"CUSTOMER:PROJECT NAME:LOCATION:DRAWING TITLE:DRAWN BY:Copyright © 2020 Wedgewood Building Co. LLC. Wedgewood Building Co., LLC32 First Street NECarmel, IN 46032317.669.6300www.wedgewoodbc.com12/21/2021 1:38:41 PM S1The Wilson ResidenceLot #20 - Laura Vista2665 Rix CourtFOUNDATION PLANABL1/4" = 1'-0" 1 FOUNDATION PLAN 1/2" = 1'-0"2 CRAWL SPACE KNEE WALL SECTION Rev.No.DateDescription01/12/22