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HomeMy WebLinkAboutB15-0097_A3.0_1430947980.pdfMAIN FLOOR 8420' - 10" LOWER ROOF 8438' - 10" ENTRY 8416' - 3" LOFT T.O. PLY 8425' - 4 1/4" GARAGE 8415' - 1" 8415' - 1" VERTICAL 1X6 BARNWOOD SIDING ON THERMAL AND AIR INFILTRATION BARRIER ON SHEATHING ON 2x6 WOOD STUDS HORIZONTAL 1X6 SHIP LAP WOOD SIDING - TO MATCH EXISTING - ON THERMAL AND AIR INFILTRATION BARRIER ON SHEATHING ON 2x6 WOOD STUDS WOOD FASCIA TO MATCH EXISTING 8x8 TIMBER POST STUCCO ON THERMAL AND AIR INFILTRATION BARRIER ON SHEATHING ON 2x6 WOOD STUDS WEST UNIT EAST UNIT 8415' - 9" TIMBER KNEE BRACE (TYP.) EXTERIOR LIGHT CANS IN SOFFIT (3 TYP) L-1 8424' - 0 1/2" 8430' - 2 3/4" 8424' - 0 1/4" 8440' - 0 1/2" 8444' - 1 3/4" 8442' - 2 1/2" 8440' - 3 3/4" VERTICAL BARNWOOD SIDING 6" / 1'-0" EXTERIOR RECESSED DOWNLIGHTS (2 TYP) L-3 EXTERIOR RECESSED DOWNLIGHTS SLOPED (3 TYP) L-2 NEW STANDING SEAM METAL ROOFING 29' - 0 3/4" EXISTING CEDAR SHAKE ROOF EXISTING CEDAR SHAKE ROOF NEW CEDAR SHAKE ROOF -- MATCH EXISTING NEW STANDING SEAM REMOVE EXISTING SKYLIGHT AND REPLACE WITH NEW STANDING SEAM METAL ROOF, 1X6 BARNWOOD SIDING AND (2) NEW WINDOWS 8444' - 1 3/4" ADDITION OVER EXISTING GARAGE AND EXISTING ENTRY EXTEND HORIZONTAL SIDING DOWN TO GRADE TO ENCLOSE UNDER MASTER BATHROOM 2' - 0 3/4" 10" 3 1/4" 1' - 3 3/4" 10' - 4 3/4" 56 11 13 4 5 12 14 1 2 7 80 80 80 9 100 100 100 10 3 1/4" ARCH TO DETERMINE HEIGHT OF ROOF IN FIELD LOWER FLOOR 8411' - 11" MAIN FLOOR 8420' - 10" MSTR / LWR DECK 8419' - 5" GARAGE 8415' - 1" EXISTING CEDAR SHAKE ROOF EAST UNIT WEST UNIT 8444' - 2" 8438' - 8" 8434' - 0 1/4" 8431' - 0 1/2" NEWS STAIRS MOVED FROM WEST SIDE - RAILING TO MATCH EXISTING SLOPED RECESSED DOWNLIGHT (TYP 3) L-2 EXPAND WALLS TO OUTER BEAM ROOF LINE (AND EXISTING COLUMN) BUMP WALL OUT 3' (UNDER EXISTING FLOOR ABOVE) RECESSED DOWNLIGHT (TYP 2) L-2 RECESSED DOWNLIGHT (TYP 1) L-3 EXISTING GRADE EXISTING GRADE EXTEND HORIZONTAL SIDING DOWN TO GRADE TO ENLCOSE UNDER MASTER BATHROOM AND BEDROOM MAKE SURE ALL MULLIONS LINE UP VERITCALL AND HORIZONTALLY - EVEN WITH STEEL SUPPORTS AS NEEDED, TYP ALL RAILINGS TO BE 36" TALL AND CODE COMPLIANT 2 1/4" 2 1/4" 2 1/4" 56 39 37 47 48 35 43 36 45 32 28 26 30 22 24 15 16 17 18 34 20 2' - 6" 9" 2' - 6" 9" 2' - 6" 9" 2' - 6" S1 S2 S3 S4 2' - 6" 9" 2' - 6" 9" 2' - 6" S7 S6 S5 1/4" = 1'-0" 1 NORTH ELEVATION Project number Date REVISIONS Consultants: Structural Engineering: Monroe & Newell Engineers, Inc. Peter Monroe (p) 303.623.4927 (f) 970.949.4054 avon@monroe-newell.com Evans Chaffee Construction Group, Inc.Chris Evans (p)970.845.0466 (f) 970.845.0465 (e)cevans@evanschaffee.com Eagle Valley Surverying, Inc.(p)970.949.1405 General Contractor: Surveyor: 4/9/2015 11:16:12 PM A3.0 ELEVATIONS 1404 Residence Renovation PERMIT SET APRIL 7, 2015 Chris & Michele Evans 4126 Columbine Dr. Vail, CO Lot 16, Bighorn Subdivision 1/4" = 1'-0" 2 SOUTH ELEVATION No. Description Date 05/06/15