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HomeMy WebLinkAboutS001- 526FALANAI 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 GARAGE 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL PORCH 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL 2" SLOPE TO DOOR36" x 36" x 12" CONC. PAD FOOTING 16" x 8" CONCRETE UNDERSLAB FOOTING CRAWL ACCESS OPENING SUMP EJECT . AREA DRAIN ROCKWELL RETAINING AREA DRAIN ROCKWELL RETAINING SLAB RECESSED 4"16' - 0"46' - 8"16' - 0"7' - 2"DROP T.O.W.4' - 8"8' - 10"22' - 0"58' - 8"3' - 9"16' - 3" DROP T.O.W. AT DOOR 2' - 8" 12' - 8" 16' - 0"22' - 8"1' - 0"8"15' - 4"8"18' - 3 1/4"3' - 0"13' - 8 1/2"3' - 0"7' - 4 1/4"8" 16' - 8" 8" 32' - 8" 8"8"15' - 4"8"12' - 3 3/4"1' - 4"5' - 8 1/4"8"21' - 4"8"8"21' - 4"8" 3' - 2" 8"5' - 4 1/2"5' - 6"8"5' - 4"8"8" 2' - 0" 8' - 7 3/4"3' - 0" 14' - 4 1/4" 22' - 0"9' - 0"12' - 1 1/4"1' - 4"1' - 7 1/2"3' - 0"18' - 3 1/4"8' - 1" 5' - 0" 1' - 9 1/2"3' - 8 1/2"1' - 4"10' - 2" DROP T.O.W. 3' - 3"19' - 3" 8' - 2 3/4"16' - 6 3/4"1' - 7 3/4" 8' - 0 1/2" 3' - 0" 15' - 3 3/4" 21' - 9"6' - 3" 15' - 0" CONCRETE PILASTERS BELOW STEPS 2' - 0" 8" 3' - 0" 8" 3' - 0" 36" x 36" x 12" CONC. PAD FOOTING 8" 17' - 4"32' - 8" 8" 62' - 8"2' - 3"4' - 8"1' - 4"4' - 8"33' - 9"AREA DRAIN ROCKWELL RETAINING 17' - 4" 34' - 0" 13' - 8" 8" 2' - 0" 8" 51' - 4" CONCRETE PILASTERS BELOW STEPS 16" x 8" CONCRETE UNDERSLAB FOOTING 16" x 8" CONCRETE UNDERSLAB FOOTING 8' - 8"9' - 4"1' - 4"8"1' - 4"5' - 4"51' - 4"5' - 0"9' - 0"8"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 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 BARRIER 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:Wedgewood Building Co., LLC32 First Street NECarmel, IN 46032317.669.6300www.wedgewoodbc.comCopyright © 2021 Wedgewood Building Co. LLC. All rights reserved. This material may not bereproduced and/or modified without the expressprior written permission of the copyright holder. Forpermission contact gcradick@wedgewoodbc.com12/3/2021 3:57:09 PM S1The Washburn ResidenceThe Washburn Residence526 1st. Street SE, Carmel, 46032FOUNDATION PLANABL1/4" = 1'-0"1 FOUNDATION PLAN 3/4" = 1'-0"2 TYPICAL FOUNDATION WALL AT HOUSE 3/4" = 1'-0"3 TYPICAL FOUNDATION AT COLUMN 3/4" = 1'-0"4 TYPICAL UNDER SLAB FOOTING Rev.No.DateDescription01/26/22