Loading...
HomeMy WebLinkAboutS003 - 75JGWGARAGE 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 PORCH 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL 9' BASEMENT WALLS LANAI 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL WINDOW WELL 2' - 11"DROP T.O.W.16' - 3"2' - 0" DROP T.O.W. 16' - 3" 6' - 7" 6' - 10" DROP T.O.W. 9' - 0"23' - 10" SUM EJE 1' - 8" 2' - 4" 4' - 8" 44' - 0" 6' - 0" 6' - 0"64' - 8"61' - 8" 22' - 0"5' - 10" 11' - 0"5' - 10"17' - 0" 64' - 8"6' - 0"15' - 4" 36' - 8" 6' - 8" 58' - 8" 10' - 0"11' - 10" 16' - 4"5' - 6" 15' - 0"2" SLOPE TODOOR10"21' - 2" 10"6' - 2" 14' - 9 3/4" 2 1/4" 8" 16' - 4" 8" 8" 6' - 0" 8" 35' - 4" 8" 14' - 8" 8"10"8' - 10" 1' - 0" 11' - 4" 8" 6' - 2 3/4" 3' - 10" 7' - 2" 3' - 7 1/2" 8" 8" 13' - 1 3/4" 4" 4" 4" 4" 8' - 0" 4" 4" 4' - 10 3/4" 4' - 6 1/2" 9' - 8 1/2" 14' - 0" 15' - 6 1/4" 4" 4"4" 3' - 0"6' - 0" 22' - 11 1/2"4" 4" 6' - 2"13' - 8 1/2" 1' - 9 1/2" 13' - 8" 4"4" 9' - 2 1/2" 6' - 6" 3' - 2 1/2" 3' - 2 1/2" 13' - 2 1/2" 8"DROP T.O.W.7' - 4" 8" 39' - 2" 10"1' - 0"5' - 0" 8" 6" 14' - 8" 13' - 10 1/2" 1' - 4" 8' - 10 1/4" 5 3/4" 4' - 0 3/4" 4' - 10 3/4" 8"6' - 4" 15' - 0"4" 4" 35' - 4" 19' - 7 3/4"1' - 6" 4 1/2" 1' - 6" 12' - 3 3/4"8' - 1 3/4" DROP T.O.W.4' - 8" 23' - 10 1/4"10" 42' - 4" 10"14' - 8"10" 5' - 6" 8" 13' - 8" 8" 4"4" 10" 4"4" 4"4" 1' - 0"9' - 0"1' - 0" 4"4" 4"6" 22' - 10" 36"X36"X12" FOOTING 36"X36"X12" FOOTING 40.5"X36"X12" FOOTING 36"X36"X12" FOOTING 36"X36"X12" FOOTING 36"X36"X12" FOOTING 16" x 8" UNDER SLAB FOOTING 16" x 8" UNDER SLAB FOOTING 16" x 8" UNDER SLAB FOOTING 16" x 8" UNDER SLAB FOOTING 16" x 8" UNDER SLAB FOOTING ROCKWELL RETAINING AREA DRAIN 12" FOUNDATION WALLS IN WINDOW WELL 8"W X 1'8"L CONC FOUNDATION BELOW STEPS ABOVE 1' - 6" 2" 8"4' - 0" 8" 1' - 8"8' - 10"12' - 4" SPLIT FOOTING 6" AT PLUMBING SPLIT FOOTING 6" AT PLUMBING 2' - 0"8' - 0"8" 3' - 7" 8" 5' - 4" 8" 4' - 5"2' - 3"8" WALLS BELOW FP ABOVE 3' - 2"9' - 3 3/4"1' - 4" 5' - 6 3/4"1' - 4" 6"8"3' - 6 1/4"8" 8"28' - 6" 6' - 10" 3' - 10"SOLID BEARING TO SIT ON ALUMINUM PLATE THAT IS PLACED DIRECTLY ON FOUNDATION WALL 8"W X 1'4"L CONC FOUNDATION BELOW STEPS ABOVE 8" 2' - 4" 8"1' - 4" 1' - 4"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 AFTERDEPTH 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 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 CUSTOMER:PROJECT NAME:LOCATION:DRAWING TITLE: DRAWN BY:WedgewoodBuilding Co., LLC317.669.6300 32 First Street NECarmel, IN 46032www.wedgewoodbc.comCopyright c 2015 Wedgewood Building Co. LLC.1/31/2019 2:52:18 PM S1Sepc Residence75 Westvale @ Jasckson's GrantFOUNDATION PLAN CDGPS1/4" = 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 Rev.No. Date DescriptionPERM I T S E T Not for C o n s t r u c ti o n 02/20/19 William Hohlt