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HomeMy WebLinkAboutS003 - 231JGBSPECIAL WALL - SEE PRINT FOR NOTES POURED WALL WITH BRICK / STONE POURED CONCRETE WALL CONTINUOUS FOOTING POURED WALL GRADE BEAM BEAM ABOVE (SIZE/TYPE NOTED)W SHAPE STEEL BEAM WALL PLATE ANCHOR BOLT LINE MARKER FOUNDATION PLAN LEGEND FOUNDATION NOTES: 1. ALL FOUNDATION WALLS TO BE 8" THICK UNLESS NOTHER OTHERWISE (U.N.O.) 2. DIMENSIONS ARE TO FACE OF WALL TYPICAL (U.N.O.) 3. TOP OF STEEL BEAMS TO ALIGN WITH TOP OF FOUNDATION WALLS U.N.O. 4. TOP OF CRAWL BEAMS TO ALIGN WITH BOTTOM OF FLOOR JOISTS (U.N.O.) 5. FOUNDATION DIMENSIONS TO 8" PORTION OF FOUNDATION WALL (U.N.O.) 6. ALL BASEMENT POURED CONCRETE WALLS TO BE 9'0" IN HEIGHT (U.N.O.) 7. ANCHOR BOLTS TO BE INSTALLED WITHIN 12" FROM EACH CORNER AND EVERY 6" O.C/ THERE AFTER GARAGE 4" CONC SLAB OVER 4" MIN. GRANULAR FILL GARAGE 4" CONC SLAB OVER 4" MIN. GRANULAR FILL PORCH 4" CONC SLAB OVER 4" MIN. GRANULAR FILL LANAI 4" CONC SLAB OVER 4" MIN. GRANULAR FILL BASEMENT 4" CONC SLAB OVER 6 MIL. VAPOR BARRIER OVER 4" MIN. GRANULAR FILL SLAB RECESSED 4"EJECT. SUMP 4040GL 4040GL SLOPE 2"SLOPE 2"24"X24"X12" CONC. PAD FOOTING 36"X36"X12" CONC. PAD FOOTING 36"X36"X12" CONC. PAD FOOTING 16" X 8" CONCRETE UNDERSLAB FOOTING 16" X 8" CONCRETE UNDERSLAB FOOTING 36"X36"X12" CONC. PAD FOOTING 51"X36"X12" CONC. PAD FOOTING 36"X36"X12" CONC. PAD FOOTING 5' - 10 1/2"DROP T.O.W. AT GARAGE DOOR16' - 3" 2' - 6 1/2" 8" 5' - 4" 14' - 0" 8" 22' - 0" 8" 13' - 0" 8"1' - 4" 8"15' - 0" 8" 4' - 4" 8"15' - 4" 5' - 8 3/8" 8" 8"17' - 0" 4' - 0" 8" 1' - 5 1/4" DROP T.O.W. AT GARAGE DOOR 9' - 3" 11 3/4" 26' - 8" 16' - 8" 5' - 8" 11' - 8" 20' - 8" 54' - 8"7' - 8"51' - 0"1' - 8" 21' - 4" 2' - 0" 1' - 4"21' - 8"15' - 0"16' - 8" 20' - 8"17' - 0"15' - 8"35' - 5 1/2"DROP T.O.W.4' - 9"11' - 1 1/2" 83' - 8"54' - 8" 8"19' - 4"8" 12' - 8" 8" 7' - 0" 11' - 8" 8" 8"20' - 4" 8" 15' - 0" 8" 15' - 4" 8" 8"6' - 0" 11' - 7 1/4" 3' - 0" 21' - 4 3/4" 8' - 8" 8" 21' - 4" 2' - 0" 8" 8"2' - 0" 15' - 2" 4' - 3" 13' - 11" 3' - 0" 13' - 8"8" 16' - 0"7' - 5" 3' - 0" 2' - 11" 1' - 4" 7' - 4" 2' - 0"3' - 6" 1' - 0" 8' - 5" 6' - 10" 5' - 6"15' - 11 1/2"2' - 10 1/2" 3' - 6" 2' - 0"16' - 2" 3' - 0" 5' - 8" 10 1/4"3' - 2" 14' - 7 3/4" 11' - 0" 5' - 6" 3' - 0"5' - 8" 5' - 8"3' - 0" 8' - 0" 2' - 0" 8"8" 8" 6' - 4" 8" 11' - 8" 8" 4' - 0 3/8"8' - 8" 8"6' - 0"8" 7' - 0"6' - 0" 9' - 6"16' - 2 1/2" 1' - 4" 4' - 8" 1' - 4" 6' - 6 1/4" 3' - 0" 17' - 7 1/4"18' - 4"3' - 0" 12' - 0" 8"22' - 10" 2' - 0" 1' - 4"6' - 4" 13' - 0" 8' - 9 1/2" DROP T.O.W. 4' - 9" 8' - 1 1/2" 5' - 11 1/2" DROP T.O.W. 4' - 9" 5' - 11 1/2" 4"8" 8" 8"8"83' - 8"AREA DRAIN AREA DRAIN AREA DRAIN AREA DRAIN 8" 4" 16" X 8" CONCRETE UNDERSLAB FOOTING 1' - 2"2' - 2 1/2"19' - 6" 9' - 1 1/4" 1' - 4" 7' - 10 3/4" 3' - 3" 3' - 5 3/4" 1' - 10" TIMBER RETAINING WALL 24' - 8" 51' - 4" 7' - 8"17' - 11 1/2"DROP T.O.W.5' - 9" 27' - 3 1/2"12' - 11 5/8" 2' - 0" 3' - 11 5/8" 1' - 0" 4' - 8 3/8" 6" 2' - 8" 1' - 8"2' - 0"9'-0" H BASEMENT 7' - 4"8" 2' - 8" 5' - 8"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 DEPTH WIDTH 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 BARRIERDEPTHWIDTH 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., LLC317.669.6300 32 First Street NECarmel, IN 46032www.wedgewoodbc.comCopyright c 2018 Wedgewood Building Co. LLC.10/15/2018 10:28:36 AM S1WEDGEWOOD BUILDING CO.JEYAKUMAR RESIDENCE LOT 231 BRIDGEMONT @ JACKSON'S GRANTFOUNDATION PLAN (SHINGLE) WBC1/4" = 1'-0"4 FOUNDATION PLAN (TRANSITIONAL) 3/4" = 1'-0"5 TYPICAL FOUNDATION WALL AT HOUSE 3/4" = 1'-0"6 TYPICAL FOUNDATION AT COLUMN 3/4" = 1'-0"7 TYPICAL UNDER SLAB FOOTING Rev.No. Date Description10/18/18 Mike Sheeks