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HomeMy WebLinkAboutB17-0053_A3.3_1493402436.pdfTV 0.1' 0.1' 10 1.0' 1.0' 0.5' 81.0 81.33 83.08 84.89 86.7 88.35 t w:86.0 82.0 83.5 82.83 11' - 2 9/16" 13' - 10 1/2" 9' - 6" DN 103' - 7 3/4" 6' - 0"5 1/2"5' - 10 3/4" 12' - 3 1/2" 13' - 7 1/4"12' - 7 1/4" 5' - 1 1/4" 3 1/2" 3' - 2" 6' - 0" BENCH MASTER BEDROOM 201 MASTER CLOSET 202 MASTER BATH 203 BEDROOM 2 206 BEDROOM 3 211 BATH 3 210 BATH 2 207 CLOSET 2 208 CLOSET 3 209 OFFICE 204 UPPER COMMONS 205 6' - 7 1/2" 8' - 6 3/4"10' - 1" 14' - 3" DN E7990 E88 E86 E84 E82 E7990 E88 E86 E84 E82 E7980 19' - 0" 24' - 7" 15' - 8" 8' - 6 1/4" DECK BELOW 8' - 6 3/4" 3' - 2"3 1/2" 6' - 7 1/2" BLT. IN BOOKCASE 2' - 2" 5' - 2" 2' - 2" 3' - 8" 17' - 2" 3' - 3" Q Q K 10' - 1 1/2" 12' - 7 1/8" HIGH WINDOW LINEAR DRAIN SLOPE 4' - 10" A4.2 1 A4.2 2 A4.1 1 A4.1 2 A4.4 1 A4.4 2 A4.3 1 8' - 6 3/4" 2" / 12" 28" W X 36" TALL "HIDDEN DOOR" CRPT. WOOD CRPT. TILE HB PATIO @ L.L 2" / 12" N88 N84 E7980 N80 N84 N88 1' - 6"4' - 0" 4' - 0" 3' - 0"LINE OF GARAGE BELOW 1 A5.1 N86 N82 DBL. DBL. SINGLE SINGLE BLT. IN BENCH 2" / 12" 2' - 2" LAUNDRY CHUTE DS DS DS DS 1 7/8" 2' - 3 5/8"R.O. 2' - 8"4' - 0 5/8"4' - 7"8' - 0" 5" 4' - 0" 10' - 8" 14' - 10" FUTURE RAISED PLANTERS T.O. WALLS @ 42" A.F.F. 5' - 6" 5' - 6" 1 A5.3 2 A5.1 1 A5.2 8 1/2" R.O. 2' - 11 3/4" 2' - 9 3/4" 2' - 5 7/8" R.O. 2' - 11 3/4" 1' - 0" 8' - 0" R.O. 8 1/2" 2' - 9 1/2" 5' - 4 3/4" R.O. 4 1/2" FURNITURE MIRROR A4.3 3 A4.3 2 CRPT. 4' - 0" 202 203 203B 201 211 206 207 208 210 208B 201 202 203 204 205 206 207 208 209 212 213 214 2 A5.2 2 A5.4 1 A5.4 2 A5.3 4 1/2" 6' - 10 3/4" R.O. 9 1/8" R.O. 2' - 5 3/4" 1' - 5 5/8" 4' - 10 3/4" R.O. 9 1/2" 4 12' - 3 1/2" 4 1/2" R.O. 2' - 5 3/4" 1' - 2 5/8" 4' - 5 7/8"6 7/8"R.O. 3' - 0"4 1/2"6" 3' - 0" R.O. 6" 4" R.O. 2' - 6" 4" 4' - 0" 3' - 8 1/2" R.O. 2' - 10" 3' - 8 1/2" 4 1/2" R.O. 3' - 0" 4 1/2" 3' - 9" 2' - 6" R.O. 4 1/2" 3' - 2" N82 2' - 3 5/8"R.O. 2' - 8"6' - 1 5/8" SHELVESTUB/SHOWER 209 8"R.O. 2' - 8" 3' - 7" SHELVES3' - 4"3' - 4"6' - 0"6' - 0" LINE OF ROOF ABOVE LINE OF ROOF ABOVE LINE OF ROOF ABOVE N82 FD N80 N80 N80 210 211 1/8" / 12" 103' - 7 3/4" 103' - 5 7/8" 103' - 3 1/2" 103' - 4 7/8" 103' - 6 3/4" 4 A6.8 A8.1 10 1 2 3 4 5 6 7 G A B C D E F 1A 1B AA BB 51' - 10" 7' - 4" 7' - 10" 5' - 8" 17' - 7" 10' - 8" 2' - 9" 40' - 11" 6' - 6" 6' - 3" 8' - 10" 3' - 0" 12' - 5" 3' - 11" 27' - 5" 27' - 5" 6"6" 8 1/2" R.O. 2' - 5 3/4" 7' - 2 1/4" 8 1/2" R.O.2' - 5 3/4" 16' - 8 1/2" R.O. 2' - 11 3/4" 8 1/2" 113 Q Q Q SEE SHEETS 7.3 - 7.8 FOR STAIR INFORMATION 2" / 12" 9 RISERS @ 7 1/2" 8 TREADS @ 10" WITH 1" NOSING 9 RISERS @ 7 1/2" 8 TREADS @ 10" WITH 1" NOSING 98' - 0 1/4" 7' - 8 1/4" 7' - 8 3/4" R.O. 1' - 0" 1' - 0" 8' - 5 3/4" R.O. 7' - 8 3/4" 215 17' - 5 3/8" R.O. 3' - 11 3/4" 3' - 1 7/8" 23' - 7" 8 1/2"5' - 10 3/4" R.O.3' - 0 1/4"1' - 8 3/8" 9' - 10 3/4" R.O. 1' - 7 3/8"1' - 6" CRICKET A8.1 11 T.O. FINISH @ 103' - 7 3/4" T.O. PLY @ 103' - 5 1/2" DS 2 17' - 7 1/2" 13' - 10 1/4" 6' - 5 1/8" 4' - 1" 15' - 3 1/2" 2 1/2" 10' - 11 1/2" 2' - 8 7/8" 4' - 2 5/8" 15' - 3 1/2" 8" 2' - 7" 9' - 0 1/4" 6' - 6" 15' - 2" 7' - 4" 20' - 0" 9' - 7 1/2" 3' - 6" 1' - 6" 25' - 11" 23' - 7" 10' - 4 1/2" 3' - 11 7/8" 1' - 9" 2' - 5 1/4" 5 1/2"5' - 10 3/4" 4 1/2" 2' - 6 3/4"10' - 1" 6' - 11" 3 1/2"2' - 10 1/2" 2' - 6 3/4" 1' - 6" 5 A6.9 9 A6.9 10 A6.9 7 A6.9 1 A8.3 1 A6.10 SEE SHEET 7.1 FOR FIREPLACE INFORMATION SEE SHEET 7.2 FOR FIREPLACE INFORMATION 3 A6.9 1 A5.6 1 A5.5 2 A5.5 6 A6.10 1 A7.6 2 A7.6 NEW WATER LINE EXIST. WATER LINE TO BE ABANDONED EXIST. WATER LINE TO REMAIN WALL STOPS AT DROPPED 6' - 1 1/4" 1 1/2" 1' - 0" 1 1/2" SQUARE FOOTAGE TOTALS: (SEE COVER SHEET / A2.2 FOR TOWN OF VAIL CALCULATIONS) LOWER LEVEL = 1554 SF MAIN LEVEL = 1658 SF UPPER LEVEL = 1625 SF SUBTOTAL: HABITABLE = 4837 SF MECHANICAL = 190 SF LOWER GARAGE = 742 SF MAIN GARAGE = 754 SF SUBTOTAL: UNFINISHED = 1686 SF TOTAL: HABITABLE + UNFINISHED = 6523 SF LOWER LEVEL PATIO = 386+/- SF MAIN LEVEL DECK = 577+/- SF UPPER LEVEL DECK = 410+/- SF ENTRY FLAGSTONE = 257+/- SF DRIVEWAY AREA = 3750+/- SF STONE VENEER AREA = 1640+/- SF BRONZE PANEL AREA = 609+/- SF NOTE: 1. 100% OF STAIR COUNTED AT L.L. 50% OF STAIR COUNTED AT MAIN & UPPER LVL. 2. SF MEASURED TO OUTSIDE FACE OF CONC. WALLS / STUD WALLS FLOOR PLAN GENERAL NOTES: 1. DOWNSPOUTS - RUN IN SOLID PIPE BELOW GRADE TO DAYLIGHT. (DO NOT CONNECT TO PERIMETER DRAIN SYSTEM) PROVIDE HEAT TAPE TYPICAL. 2. SLOPE PERVIOUS GRADE @ MIN. 10% FOR 10' FROM BUILDING PER SOIL REPORT. 3. SLOPE SLAB @ MECHANICAL, EXTERIOR SLABS & PATIOS MIN. 1/8":12" TO DRAIN ADJUST SLOPES AS REQUIRED AND AS SHOWN ON PLANS. 4. PROVIDE PERFORATED DRAIN @ ALL PERIMETER FOOTINGS. RE: DETAIL, SPEC, & SOILS REPORT RUN TO DAYLIGHT. 5. SEAL ALL PLUMBING PENETRATIONS THROUGH SLAB WITH GASKET TO CREATE WATERPROOF SEAL @ CONCRETE. PER ADD ALTERNATE PROVIDE UNDER SLAB MEMBRANE INCORPORATED GASKET/ SEAL @ MEMBRANE @ ALL PLUMBING PENETRATIONS. 6. ALL DIMENSIONS ARE TO FACE OF STUD U.N.O. 7. SEE INT. DESIGN DOCUMENTS FOR 1/2"=1'-0" FLOORPLANS AND INTERIOR ELEVATIONS @ BATHROOMS & BUILT-INS. 8. SEE INTERIOR DESIGNER DRAWINGS FOR EXACT PLUMBING LOCATIONS AND FINISH LOCATIONS EXTERIOR LIGHTING- 1 LIGHT PER 1,000 SF OF LOT AREA, THEREFORE 15 LIGHTS ARE ALLOWED. 15 EXTERIOR LIGHTS 18"+ ABOVE GRADE ARE PROPOSED. SEE ELEVATIONS AND PLANS FOR TYPE, LOCATION AND NUMBER OF FIXTURES: A3- FLAT CEILING EXTERIOR RECESSED CAN HALO 4" 50W PAR20- (7) TOTAL FIXTURES E- HUBBARDTON FORGE AIRIS MEDIUM EXTERIOR SCONCE BRONZE FINISH - (6) TOTAL FIXTURES M- HEVI LITE INC HL-374 PAR-20 SURFACE MOUNT DOWN LIGHT BRONZE POWDER COAT FINISH (BZ)- (2) TOTAL FIXTURE L- (4) BOLLARD LANDSCAPE LIGHT LESS THAN 18" TALL PROPOSED 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 3/23/2017 1:01:54 PM 1/4" = 1'-0" LILES RESIDENCE 2440 CHAMONIX LANE VAIL, CO 81657 A3.3 UPPER LEVEL PLAN 3-23-2017 CPM HB 3-23-2017 PERMIT SET 1/4" = 1'-0" 1 UPPER LEVEL FLOOR PLAN 0' 2' 4' 8' 16' NORTH REVISION SCHEDULE # DESCRIPTION DATE 2 CHANGES TO APPROVED PLANS 3-23-17 04/28/17