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HomeMy WebLinkAboutGN001 - 90NFIN. MAIN LEVEL T.O. PLATE (MAIN) T.O. PLATE (GREAT ROOM) BULKHEAD10' - 1 1/8"12' - 1 1/8"MIN.5' - 3"HEATILATOR HEIRLOOM (R.O. 65-9/16"W. x 61"H. x 24"D.) 8" X 8" WOOD BOX MANTLE STONE PER SPECS (WRAPS ALL SIDES) 7.25" X 7.25" MITERED WOOD BEAMS FIN. MAIN LEVEL FIN. UPPER LEVEL T.O. PLATE (MAIN) T.O. PLATE (GREAT ROOM) 4" X 12" CEDAR MANTEL BRICK CORBEL OUTDOOR LIFESTYLES COURTYARD 42" (R.O. 49-3/8"W. x 44 -1/8"H. x 18-3/8"D.) 8" X 8" CEDAR WRAPPED POST CEDAR WRAPPED BOX BEAM MIN.2' - 0"5 1/2"LINE OF PLATFORM FIXED SCREENS SEE ELEV. FOR SIZE VENTED SOFFIT SEE ELEV. FOR SIZE R -38 INSULATION BOTTOM TRUSS CHORD SIDING 7/16" ROOF DECKING ROOF SHINGLES PROVIDE 2" CLEARANCE FOR INSULATION SEE ROOF PLAN 12" 1/2" DRYWALL 2x4 STUD WALL AT 16" O.C. BRICK VENEER 7/16" ZIP SHEATHING PLAN FOR JOIST LAYOUT SEE FLOOR FRAMING 3/4" DECKING SEE FLOOR FRAMING PLAN FOR JOIST LAYOUT 3/4" DECKING 2x4 SILL PLATE 1/2" DRYWALL 2X6 -R -15 INSULATION 2X4 - R -15 INSULATION METAL TIE THROUGH WALL FLASHING R -10 VINYL FACED BATT INSULATION DOWN 4'-0" FROM TOP OF FNDN. WALL IN UNFINISHED BASEMENT AREAS (R -11 IN BASEMENT FINISHED WALLS) NOTE: OFFSET FACE OF STUD 1/2" FROM FACE OF FOUND. WALL WATERPROOFING TYPICAL FOUNDATION WALL: * 8" POURED CONCRETE WALL * SILL ANCHOR BOLTS @ 6'-0" O.C. * 16"X8" CONCRETE FOOTING* #3 STEEL WALL REINFORCING 2" FROM FACE OF WALL* LOOP WIRE REINFORCING 4" CONC. SLAB ON GRADE W/ 6 MIL. VAPOR BARRIER 4" MIN. GRANULAR FILL GRANULAR FILL TO 12" ABOVE TOP OF CONCRETE FOOTING 4" DRAIN TILE 4" DRAIN TILE SLOPED BRICK ROWLOCK SILL W/FIRESTONE RUBBER FLASHING GRADE CONCRETE FOOTER R -11 BATT INSULATION BETWEEN JOISTS TYP. 1x6 BAND BOARD w/METAL DRIP EDGE FLASHING TYP.SEE ELEVATION FOR WALL HEIGHT SEE ELEVATION FOR WALL HEIGHTSEE ELEVATION FOR WALL HEIGHT1' - 0"OVERDIG 8"1' - 4" FIN. MAIN LEVEL FIN. UPPER LEVEL T.O. PLATE (MAIN) T.O. PLATE (UPPER) 5' H X 5' D X 7.25" W STRUCTURAL WOOD BRACKET LAG-BOLTED TO 4X8 POST IN WALL 6" X 10" BEAM EXTENDING LENGTH OF BALCONY 1' - 11" 2' - 0" 2' - 2"5' - 0"5' - 0" 2X10 RIM JOISTS TREATED 2X10S CANTILEVERED 6' AND EXTENDED AND SISTERED WITH I-JOISTS 12' INTO FLOOR SYSTEM 12' MIN. EXTEND 2X10S IN FLOOR SYSTEM 5/4" DECKING 8' - 0"1' - 1"11" 3' - 10 1/2" 10' - 1 1/8"PER PLAN EQ EQ 1 X 2 HORIZONTAL SHELF FRONT 1 X 2 VERTICAL SHELF FRONT 5" BASE TRIM 3 1/4" CROWN MOULDING ON 1 X 4 WITH 1 1/2" EXPOSED 8' - 0"10' - 1 1/8"1' - 9" 1' - 1"3/4" PLYWOOD1 X 2 BENCH FRONT WITH 3/4" PLYWOOD FLUSH 1 X 2 FACE FRAME 1/4" PLYWOOD BACKING 3/4" PLYWOOD TOP 1' - 1 1/4" 1' - 11 1/2" 3 1/4" CROWN MOULDING ON 1 X 4 WITH 1 1/2" EXPOSED PER PLAN COAT HANGERS COAT HANGERS 5" 1' - 1"3/4" PLYWOOD 1 X 1 LEDGER3' - 10 1/2" 11"1 X 2 FACE FRAME BASE CABINET W/ COUNTER WALL CABINET EQ EQ FIN. LOWER LEVEL (9' WALLS) T.O. FOUNDATION 1' - 0"1' - 6"FLOATING MEDIA CABINET11' - 11 1/4" 2' - 2"CUSTOMER:PROJECT NAME:LOCATION:DRAWING TITLE: DRAWN BY:Wedgewood Building Co., LLC32 First Street NECarmel, IN 46032 317.669.6300 www.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.com10/25/2021 11:14:35 AM ID1The Deardorff Residence.140 Napanee Carmel, ININTERIOR ELEVATIONS AND DETAILS WBC GENERAL NOTES: 1. REFER TO COVER PAGE FOR SPANISH TRANSLATIONS = REFERIRSE A LA PORTADA DE LAS TRADUCCIONES AL ESPAÑOL.Rev.No. Date Description1/2" = 1'-0" 1 GREAT ROOM FIREPLACE ELEVATION 1/2" = 1'-0"2 LANAI ELEVATION 3/4" = 1'-0" 3 TYPICAL WALL SECTION 1/2" = 1'-0"4 BALCONY SECTION 1/2" = 1'-0"5 BUILT-INS CUBBIES 1/4" = 1'-0"6 MEDIA CABINET ELEVATION 12/01/21