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HomeMy WebLinkAboutS003 - 48LV8"8"28' - 0" 8" 21' - 4" 8" 8"21' - 4" 8" 8"15' - 8" 5' - 5 3/4" 8"32' - 0" 8" 20' - 8" 4" 4" 8"19' - 8" 8" 11' - 8" 8"20' - 8" 8" 12' - 8"8" 8' - 4" 8" 4' - 0" 23' - 8" 23' - 8" 12' - 0"22' - 8"32' - 0" 12' - 0" 17' - 6"1' - 10"3' - 0" 3' - 8 1/2" 14' - 0"7' - 0" 11' - 8" 22' - 0" 12' - 0"1' - 4" 8" 7' - 0" 8"DROP T.O. WALL 8" @ OPNG. CRAWL ACCESS SLAB RECESSED 4"12' - 6"12' - 11" 10' - 5" 3' - 0" 11' - 2" 8" 9' - 8" 13' - 9" 14' - 3"BASEMENT CRAWL SPACE GARAGE LANAI PORCH 26' - 0"2' - 7" 24' - 5" 4" 16" x 8" CONC. UNDERSLAB FOOTING 16" x 8" CONC. UNDERSLAB FOOTING 36x36x12 FOOTING 2" CONC. OVER 4" MIN. GRANULAR FILL 4" CONC. OVER 4" MIN. GRANULAR FILL 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL 4" CONC. SLAB OVER 6 MIL. VAPOR BARRIER, OVER 4" MIN. GRANULAR FILL FRONT PORCH 4" CONC. OVER 4" MIN. GRANULAR FILL 9'-0" BASEMENT WALLS 36x36x12 FOOTING 1' - 1 3/4"19' - 0" 36x36x12 FOOTING 2" SLOPETO DOOR8"4"4" 4"4" 4"4"ROCKWELL RETAINING WALL AREA DRAIN AREA DRAIN ROCKWELL RETAINING WALL THICKENED SLAB UNDER FIREPLACE 1' - 5"4' - 0"63' - 4"7' - 10 1/4"5' - 6 1/4"T.O. WALL4' - 8" DROP23' - 8"66' - 8" 66' - 8"64' - 8"1' - 4" 9' - 0"54' - 4" 10' - 4" 1' - 8 1/4" 7' - 6 1/2" 3' - 0" 7' - 6 1/2" 3' - 0" 7' - 6 1/2"3' - 0"11' - 2" DROPPED FOUNDATION WALL AT CRAWL SPACE 1' - 10 1/2" DROP T.O. WALL 8' - 3" 2' - 10 1/2" DROP T.O. WALL 16' - 3" 2' - 10 1/2"5' - 2 1/2"DROP T.O. WALL4' - 8" 8" 31' - 4"8"11' - 4" 36x36x12 FOOTING 36x36x12 FOOTING 36x36x12 FOOTING36x36x12 FOOTING 12' - 4" 19' - 8" 12' - 0"13' - 0"5' - 0"2 S12" SLOPETO DOOR19' - 1 3/16" 2 1/4" 10' - 6 1/2" 10' - 6 1/2" 10' - 6 1/2" 2 1/4" 3' - 0" 2' - 5 3/4" 3' - 0" 12' - 5 3/4" 1' - 8 1/4"3' - 0" 9' - 10" 3' - 0"6' - 0" 5' - 4" EJECT SUMP 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 WOOD STUD BEARING WALL FROM CRAWL FOUNDATION WALL UP TO BOTTOM OF FLOOR JOIST 4" CONC. SLAB OVER 6 MIL VAPOR BARRIER OVER 4" MIN. GRANULAR FILL FOUNDATION WALL OVERDIG 4" DRAIN TILE TYPICAL FOUNDATION WALL: * 8" POURED CONCRETE WALL * SILL ANCHOR BOLTS @6'-0" O.C. * 16" X 8" CONCRETE FOOTING * #3 STEEL WALL REINFORCING 2" FROM FACE OF WALL * LOOP WIRE REINFORCING 11 7/8" I-JOIST APPROXIMATE CRAWL FLOOR 6 MIL VAPOR BARRIER OVER 4" MIN. GRANULAR FILL PROVIDE A WOOD LVL HEADER AT CRAWL SPACE ACCESS OPENING R-10 VINYL FACED BATT INSULATION ON EXTERIOR WALLS IN CRAWL HEIGHT DETERINED BY GRADE8' - 9 1/2"1' - 4"8"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.com7/13/2020 2:30:29 PM S1The Burrell ResidenceLot #48 - Laura Vista2608 Faust Court, Carmel, 46033FOUNDATION PLAN WBC1/4" = 1'-0"1 FOUNDATION PLAN Rev.No. Date Description1/2" = 1'-0"2 CRAWL SPACE KNEE WALL SECTION 07/29/20 William Hohlt