Loading...
HomeMy WebLinkAboutS001 - 16LEGSEE 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 BARRIERDEPTH WIDTH METAL TIE BRICK VENEER SHEATHING BATT INSULATION GRADE THROUGH WALL FLASHING 4" DRAIN TILE 4" MIN. GRANULAR FILL 3/4" 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 8"5'- 0" . OVERDIGWALL HEIGHTSEE 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 BARRIERDEPTH WIDTH GARAGE 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL BASEMENT 4" CONC. SLAB OVER 6 MIL. VAPOR BARRIER OVER 4" MIN. GRANULAR FILL 2" SLOPE TODOORPORCH 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL 9' BASEMENT WALLS50' - 8" 20' - 8" 2' - 0" 6' - 0" 22' - 0" 50' - 8" CRAWL/DUCT ACCESS PORCH 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL CRAWL 6 MIL. VAPOR BARRIER OVER 4" MIN. GRANULAR FILL GARAGE 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL 2" SLOPE TO DOORSLAB RECESSED 4" SUMP EJECT CONCRETE PILASTERS BELOW STEPS 8" 2' - 8 1/2" 8" 3' - 4" 8" 1' - 4"77' - 8"2' - 0" 4' - 0" 15' - 4" 21' - 4" DROP TOP OF WALL 6' - 0" 8" 11' - 8 3/4" 3' - 0" 12' - 7 1/4"8"21' - 4" 8" 8" 12' - 0" 8" 1' - 8" 8' - 0" 8" 14' - 5 1/4" 1' - 4" 6' - 5" 1' - 4"8" 3' - 6" 8' - 4 3/4" 1' - 4" 4' - 6 3/4" 3' - 0" 5' - 10 1/2"3 3/4"3' - 0" 5' - 7" 16' - 5 3/4"1' - 4" 10' - 0" 1' - 4" 7' - 7" 3' - 0" 13' - 7 1/4" 8" 14' - 4 3/4" 3' - 0" 12' - 6 1/2" 3' - 0" 4 1/2" 8"3' - 0" 11' - 10 3/4"13' - 4 1/2" 13' - 4 1/2" 2' - 10" 2' - 0" 4' - 5" 6' - 9 3/4"26' - 10"19' - 6 1/4"20' - 8"11' - 10 3/4"10" 1' - 4" 10" 4' - 11 1/4" 8" 13' - 8" 8" 8' - 8" 15' - 6" 5' - 6"16"W X 8"D CONCRETE UNDERSLAB FOOTING 36" x 36" x 12"D CONCRETE FOOTING 36" x 36" x 12"D CONCRETE FOOTING 36" x 36" x 12"D CONCRETE FOOTING 36" x 36" x 12"D CONCRETE FOOTING 8" 21' - 4" 8" 13' - 9 1/4" 3' - 0" 11' - 10 3/4"8"5' - 4" 8" DROP TOP OF WALL 21' - 4" 8" 12' - 8" 10' - 4" 2' - 8" 40' - 0" 12' - 0"77' - 8"1' - 0"11' - 0" 8" 16' - 8" 8" 1' - 0"15' - 0 1/4" 8" 33' - 3 3/4" 8" 16' - 0"1' - 8"4' - 0"15' - 4"8" 16' - 0"34' - 8" 8"9' - 8" 8" 1' - 10 3/4" DROP TOP OF WALL 12' - 0"9' - 2 3/4" DROP TOP OF WALL 8' - 10"2' - 8 1/2" 8"19' - 4" 8" 16"W X 8"D CONCRETE UNDERSLAB FOOTING 2' - 5" 8' - 3" 2' - 0"LEAVE OPENING IN FOOTING FOR PLUMBING 3' - 4 1/2" 16' - 3" 2' - 4 1/2"2' - 3 1/2"2' - 0" DROP LEDGE 4" BELOW GARAGE SLAB 10" 1' - 4"8 3/4"16"W X 8"D CONCRETE UNDERSLAB FOOTING 16"W X 8"D CONCRETE UNDERSLAB FOOTING 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.9/18/2019 2:31:05 PM S1Wedgewood Building Co.WINDFIELD INVENTORY HOME16 OVERLOOK AT LEGACYFOUNDATION PLAN MAE3/4" = 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.Rev.No. Date Description1/4" = 1'-0"1 FOUNDATION PLAN By Michael Evertsen at 2:45 pm, Sep 18, 2019 09/27/19 Mike Sheeks