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HomeMy WebLinkAboutB16-0402_A4.1_1478904066.pdfMAIN LEVEL F.F. 8261' - 4 1/2" UPPER LEVEL F.F. 8270' - 4 1/2" LOWER LEVEL F.F. 8252' - 4 1/2" PROPOSED NEW SHED ROOF OVER ENTRY 1 2 4 5 15' - 10 5/8" 3' - 6 7/8" 3" / 12" 12 4 12 3 OVERHANG TYPICAL MATCH EXISTING NEW CONCRETE STAIRS WITH FLAGSTONE TO REPLACE EXISTING STAIRS, SEE A6.1E STEEL STRINGER WITH STONE TREAD RISERS SEE A6.1F 6' - 8" 8' - 0" 2' - 0" 4' - 8" PROPOSED C-CHANNEL HEADERS OVER GARAGE DOORS PAINTED TO MATCH WINDOW COLOR GARAGE DOORS TO BE REPLACED 13 13 1 1 1 1 1 1 2 2 3 4 6 17 5 11 11 10 9 9 7 7 8 14 5 PROPOSED LIGHT FIXTURE SEE SPEC. SHEET FOR DETAILS DS DS DS DS DS PROPOSED LIGHT FIXTURES SEE SPEC. SHEET FOR DETAILS T.O. EXISTING STRUCTURE @ 8269' - 3" 5 101 5 102 7 103 20 103 7 103 8A 104 25 104 9B 105C 10B 105D 11B 105D 26 201 26 201 7 201 20 201 7 201 26 201 1 A5.1 1 A5.2 1 A5.3 3 15' - 10 1/2" 18' - 7 3/4" 16 4' - 4" 8" 11' - 0" 1 A5.8 WOOD FRAMED WALLS, FLOORS, AND, ROOFS AND COLUMNS SHOWN WHITE WITH SOLID BLACK LINES REBUILT DECKING SHOWN WITH DIAGONAL HATCH CONCRETE WALL SHOWN WITH HATCH EXISTING WALL NEW WALL MODIFIED EXISTING WALL TO ADD INSULATION, VAPOR BARRIER, DRYWALL + ELEC. ETC. DEMOLISHED 9B 105C 10B105D10B 105D 11B 105D 15 T.O. EXISTING STRUCTURE @ 8286' - 9" T.O. EXISTING STRUCTURE @ 8277' - 4" T.O. EXISTING STRUCTURE @ 8283' - 3" T.O. EXISTING STRUCTURE @ 8278' - 5" EXISTING RAIL TO REMAIN AS-IS 9B 105A 10B 105B 11B 105B 11B 105B 10B 105B 9B 105A 3 A8.1 2 A8.1 1 A8.1 US Mail Only: P. O. Box 2378 Physical / Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 hans@berglundarchitects.com www . berglundarchitects.com Scale Date Drawn by Checked by Issue Date 8/26/2016 3:30:19 PM 1250 PTARMIGAN ROAD VAIL VILLAGE SUB, LOT 3 & 4, PT OF BLOCK 8, VAIL, CO 1/4" = 1'-0" CROW RESIDENCE A4.1 ELEVATIONS August 26th, 2016 AH AG August 26th, 2016 BUILDING PERMIT SET 0' 2' 4' 8' 16' 1/4" = 1'-0" 1 NORTH ELEVATION MATERIALS 1. 3X3 CEDAR TRIM 2. 8X8 COLUMN 3. 8X12 BEAM 4. 6X10 RAFTER 5.NEW STEEL HANDRAIL. SEE DETAIL @ A6.3 FOR MORE INFO 6.NEW WINDOW -NO EXISTING WINDOW @ THIS LOCATION 7.REPLACEMENT WINDOW WITH LOWER SILL THAN EXISTING 8. REPLACEMENT WINDOW WITH HIGHER HEAD THAN EXISTING 9. LINE OF EXISTING WINDOW 10. STUCCO TO BE PAINTED 11. VERTICAL WOOD SIDING 12. NEW ASPHALT SHINGLE ROOF 13. EXISTING STONE VENEER 14. REMOVE STUCCO AND REPLACE WITH MATCHING WOOD SIDING 15. SNOW FENCE 16. PROPOSED DECK COLUMN 17. NEW STANDING SEAM METAL ROOF GENERAL NOTES: 1.) ALL WINDOWS TO BE REPLACED WITH NEW METAL CLAD WINDOWS, SIZES ADJUSTED AS NOTED 2.) ALL SIDING TO BE REPLACED WITH NEW WOOD SIDING 3.) WEST DECKING TO BE REBUILT 4.) WINDOWS WITHOUT HEAD HEIGHT CALL OUTS ARE TO USE EXISTING R.O. HEAD HEIGHT 5.) RUN ALL DOWNSPOUTS BELOW GRADE TO DAYLIGHT A MIN. OF 10' FROM BUILDING AND PROVIDE HEAT TAPE @ ALL DOWNSPOUTS AND GUTTERS REVISION SCHEDULE # DESCRIPTION DATE 10/14/16