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HomeMy WebLinkAboutGN012 - 199JGBGARAGE4" CONC. SLAB OVER 4" MIN. GRANULAR FILLBASEMENT4" CONC. SLAB OVER6 MIL. VAPOR BARRIEROVER 4" MIN. GRANULAR FILL2" SLOPE TO DOORPORCH4" CONC. SLAB OVER 4" MIN. GRANULAR FILL10' BASEMENT WALLS8"LOOKOUT/WALKOUT CONDITION48' - 0"1' - 0"2' - 0"9' - 4"22' - 4"4' - 0"10 1/2"DROP TOW3' - 1 1/2"8"9' - 4"8' - 0"8' - 0"17' - 4"14' - 8"12' - 8"2' - 0"11' - 8"8' - 8"4' - 0"15' - 4"15' - 8"16' - 8"9' - 4"22' - 4"26' - 8"18' - 0"13' - 8"8"22' - 0"2' - 8"7' - 8"11' - 8"5' - 8"3' - 8"21' - 0"23' - 0"8"14' - 0"7' - 4"4' - 0"RETAINING WALLAS REQ'DWALKOUT CONDITION58' - 4"WALKOUT CONDITION19' - 4"64' - 0"83' - 4"58' - 4"83' - 4"8"7' - 10 1/4"5' - 8"5' - 2"12' - 7 3/4"1' - 4"3"3' - 2"25' - 9 1/4"9 1/2"1' - 4"8' - 2"13' - 2"3' - 0 1/2"4' - 3 3/4"10"2' - 0"9' - 7 1/4"1' - 4"10' - 6 1/2"1' - 4"3' - 8 1/2"3' - 2 3/4"5' - 9"10 1/2"7' - 9 1/4"3' - 8 1/2"11' - 7 3/4"10"8 1/8"8' - 11 1/8"8"1' - 5"1' - 8"6' - 5 1/4"7' - 9 3/4"10"4' - 0"8' - 11 3/4"4' - 2 1/2"3' - 0 1/4"8' - 11 3/4"4' - 5 1/2"8' - 1"1' - 4"7' - 1 1/4"8"10"5' - 9 1/2"6' - 5"5 3/4"8"8"1' - 11 1/2"8 1/2"15' - 0 1/8"10' - 3 1/4"8 1/4"1' - 4"12' - 10 1/4"8"13' - 4 1/4"2' - 7 1/2"14' - 2 1/2"3' - 0"3' - 9 1/2"6' - 4"13' - 6 1/4"10"4' - 3 3/4"14' - 8 1/2"3' - 6 1/4"2' - 5 1/4"8' - 1"1' - 4"7' - 1 1/4"13' - 4 1/4"11' - 2 3/4"7' - 1 1/4"11' - 5 3/4"8"5' - 5 3/4"20' - 3 1/2"36" x 36" x 12" PAD FOOTING36" x 36" x 12" PAD FOOTING36" x 36" x 12" PAD FOOTING36" x 36" x 12" PAD FOOTING36" x 36" x 12" PAD FOOTING12"D PAD FOOTING16" X 8" UNDERSLAB FOOTING16" X 8" UNDERSLAB FOOTING16" X 8" UNDERSLAB FOOTING16" X 8" UNDERSLAB FOOTING1' - 4"2' - 0"8"2' - 4"8"2' - 0"16" X 8" STAIR SUPPORTS36" x 36" x 12" PAD FOOTING6' - 4 3/8"10"10"10"10"8"10"10"5 1/2"10' - 5"9 1/2"9 1/2"14' - 1"5 1/2"RECESSED SLAB3' - 0 1/2"DROP TOP OF WALL16' - 3"3' - 0 1/2"4' - 5 1/2"11' - 0"4' - 0"33' - 0"4' - 0"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 10'0" IN HEIGHT (U.N.O.)7. ANCHOR BOLTS TO BE INSTALLED WITHIN 12" FROM EACH CORNER AND EVERY 6" O.C/ THERE AFTERDEPTHWIDTHSEE FOUNDATION PLAN FOR PAD DIMENSIONSMETAL ANCHOR PLATE3 1/2" DIA. ADJUSTABLE STEEL COLUMN4" CONCRETE SLAB ON GRADE4" MIN. GRANULAR FILL ON 6 MIL VISQUEEN VAPOR BARRIER8"METAL TIEBRICK VENEERSHEATHINGBATT INSULATIONGRADETHROUGH WALL FLASHING4" DRAIN TILE4" MIN. GRANULAR FILL5'- 0" .OVERDIGWALL HEIGHT3/4" DECKINGSEE FLOOR FRAMING PLAN FOR JOIST LAYOUT4" CONCRETE SLAB ON GRADE W/ 6 MIL. VAPOR BARRIER GRANULAR FILL TO 12" ABOVE TOP OF FOOTING.WATERPROOFINGTYPICAL 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 REINFORCING5'- 0".2'- 0".LOWER LEVELMAIN LEVELDEPTHWIDTHSEE FOUNDATION PLAN FOR UNDER SLAB FOOTING DIMENSIONSTREATED SILL PLATE.BEARING WALL. SEE FRAMING PLAN. 4" CONCRETE SLAB ON GRADE4" MIN. GRANULAR FILL ON 6 MIL VISQUEEN VAPOR BARRIERCUSTOMER: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. 4/17/20183:02:56 PMS1Bookwalter ResidenceLot 199 Bridgemont @ Jackson's GrantFOUNDATION PLAN JH1/4" = 1'-0"1FOUNDATION PLAN3/4" = 1'-0"2TYPICAL FOUNDATION AT COLUMN3/4" = 1'-0"3TYPICAL FOUNDATION WALL AT HOUSE3/4" = 1'-0"4TYPICAL UNDER SLAB FOOTINGRev.No.DateDescription