Loading...
HomeMy WebLinkAboutS003 - 651FA9' BASEMENT WALLS 22' - 0" 20' - 4" 10' - 0" 28' - 4" 1' - 4" 8' - 0" 90' - 0" 22' - 0" 30' - 4" 29' - 8" 8' - 0" 90' - 0"6' - 2" 25' - 10" 9' - 0"41' - 0"2' - 0" 8" 5' - 0" 8" 17' - 0" 8" 6' - 0"8" 32' - 0" 8' - 4" 0"41' - 0"14' - 4"8" 22' - 8" 8" 2' - 8" 8"30' - 8" 8" GARAGE 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL 2" SLOPE TO DOOR PORCH4" CONC. SLAB OVER4" MIN. GRANULAR FILLBASEMENT 4" CONC. SLAB OVER 6 MIL. VAPOR BARRIER OVER 4" MIN. GRANULAR FILL 16" x 8" CONCRETE UNDERSLAB FOOTINGPORCH4" CONC. SLAB OVER4" MIN. GRANULAR FILL1' - 8" DROP T.O.W. 4' - 9" 12' - 2 1/2" DROP T.O.W. 4' - 9" 6' - 3 1/2"2' - 7" DROP T.O.W. 16' - 3" 1' - 4" DROP T.O.W.9' - 3" 2' - 7"REVERSE BRICK LEDGE 5' - 11 1/4" 1' - 4" 11' - 1 1/2" 1' - 4" 6' - 9 1/2" 1' - 4" 14' - 11" 1' - 4" 15' - 2 3/4" 8" 13' - 9" 3' - 0" 10 3/4" 1' - 4" 7' - 10 1/4" 10"10"8"11' - 10"8" 29' - 0" 5' - 0" 20' - 9 1/4" 4' - 5 1/2" 3' - 9 1/4"18' - 1 1/4" 4' - 4 3/4"2"5' - 8" 8" 4' - 1 1/2" DROP T.O.W. 4' - 9" 15' - 1 1/2" 8" 20' - 8" 8"8"9' - 6"1' - 4"5' - 0" 4" RECESSED PIT 8' - 3 1/2"16' - 3 1/2"6' - 4 1/2"8" 2' - 0" 5' - 1" 2' - 0" 6' - 0" 2' - 0" 5' - 5" 2' - 0" 8"36" x 36" x 12" CONCRETE FOOTING 36" x 36" x 12" CONCRETE FOOTING 10 1/2"16" x 8" CONCRETE UNDERSLAB FOOTING 16" x 8" CONCRETE UNDERSLAB FOOTING 24" X 24" X 12" CONCRETE FOOTING 6' - 7 1/4" 12' - 5 1/2" 7' - 2 1/2" 3' - 1 1/2" 14' - 0 1/2" 15' - 10 3/4" 18' - 3 3/4" 8' - 4" 2 1/4"2' - 4 1/2"5 3/4"13' - 2" 8' - 8 1/4" 3' - 7 1/4"6' - 2 3/4" 2' - 11 1/2" 2' - 1" BREAK FOOTING AT DRAIN LOCATION 6' - 9 1/2" 3' - 8 1/2"14' - 10" 4' - 6 1/2" 1' - 1 3/4" 6' - 1" 6' - 1 3/4" 9' - 1"1' - 10 3/4" 4' - 3 3/4" 2" 6' - 0" 1' - 4"3' - 1 3/4"2' - 7 7/8" DRAIN IN WALL BEHIND WASHER 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 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.12/13/2018 12:14:49 PM S1The Murray Residence651AVE651 1ST AVE NE, CARMEL INFOUNDATION PLAN SS1/4" = 1'-0"1 FOUNDATION PLAN Rev.No. Date DescriptionBy Jaclyn Hanson at 12:20 pm, Dec 13, 2018 02/28/19 Mike Sheeks