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HomeMy WebLinkAboutS003 - 17LVDEPTHWIDTH 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 BARRIER8"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 2" SLOPE TODOOR9' BASEMENT WALLS 5' - 8"8"11' - 0" 8" 16' - 8 1/2" 1' - 4"8' - 11 1/2" 4' - 0" 8" 16' - 0" 5' - 0" 8"8"6' - 8"BASEMENT 4" CONC. SLAB OVER 6 MIL. VAPOR BARRIER OVER 4" MIN. GRANULAR FILL CRAWL 6 MIL. VAPOR BARRIER OVER 4" MIN. GRANULAR FILL GARAGE 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL PORCH 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL59' - 0"8' - 0"54' - 8" 8"16' - 8" 8" 13' - 8" EJECTSUMP LEAVE OPENING IN FOOTING FOR PLUMBING 8"5' - 0"20' - 9 3/4"1' - 4" 2' - 6 1/4" 1' - 4"5' - 0"8" 15' - 4" 17' - 1 1/2"12' - 4 1/4" 13' - 3" 8"29' - 4" DROP T.O.W. 8" 4' - 8" 18' - 8" 8" 8"16' - 8"12' - 8"8" 23' - 4" 8" 3' - 8"10' - 8" 3' - 8" 12' - 0" 21' - 8" 3' - 0" 12' - 4"1' - 4" 65' - 8"1' - 8"18' - 8"14' - 0" 24' - 4" 2' - 0" 6' - 8"1' - 4" 1' - 4"7' - 4"8" 2' - 8" 8" 2' - 4" CONCRETE PILASTERS BELOW STEPS 29' - 4"8" 21' - 0" 4' - 0" 8" 27' - 0"16' - 1" 5' - 0"27' - 0" 17' - 4 1/2"14' - 1 3/4" 25' - 0"23' - 4"25' - 0"5' - 6"3' - 6"3 1/2" 8"7' - 0"1' - 4" 7' - 0"8" DROP 10 3/4" BELOW T.O.W.8" 11' - 8" 8" 8" 8" DROPPED WOOD BEAM 16" x 8" CONCRETE UNDERSLAB FOOTING 15' - 4"28' - 8" 10' - 8" 54' - 8"6' - 8"6' - 8"7' - 8"7' - 8" 12' - 4"8" 4' - 8" 8" 1' - 4"5' - 4" DROP T.O.W. 4' - 8"5' - 4" ROCKWELL RETAINING AREA DRAIN CONCRETE PILASTERS BELOW STEPS 16" x 8" CONCRETE UNDERSLAB FOOTING 12' - 11 1/2" 1' - 4" 15' - 4 1/4" 3' - 0" 3' - 4 1/4"1' - 8 1/4" 10' - 7 1/2" 3' - 0" 36" x 36" x 12" CONCRETE FOOTING 17' - 5 1/2"3' - 0" 3' - 4 1/4"11' - 8"9' - 1" 5' - 4 1/2"4' - 2 3/4"67' - 0"ROCKWELL RETAINING AREA DRAIN 1' - 4"5' - 4" 5' - 4" 8" 30' - 0" 8"8' - 0"9' - 4" 30' - 0" 14' - 0" 8' - 7" 5' - 2" 1' - 9" 8" 1' - 4" 8" 8" 8"8" 3' - 0" 4' - 8" 3' - 0"14' - 4"3' - 0" SPLIT FOOTING FOR TOILET DRAIN 2' - 8 1/2" 16'-3" DROP TOP OF WALL 16' - 3"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.com11/23/2021 10:31:30 AM S1The Weiker ResidenceNew Product DevelopmentLot 17 @ Laura Vista DriveFOUNDATION PLAN WBC3/4" = 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. 1/4" = 1'-0"1 FOUNDATION PLAN Rev.No. Date DescriptionApproved For Construction Owner Signature: ____________________ Date: _________ Owner Signature: ____________________ Date: _________ Architect Signature: ____________________ Date: _________ Wedgewood Building Co. ,LLC PERM I T S E T Not for C o n s t r u c ti o n 12/22/21