Loading...
HomeMy WebLinkAboutB17-0053_A3.4_1493402437.pdfTV 0.1' 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 A4.2 1 A4.2 2 A4.1 1 A4.1 2 A4.4 1 A4.4 2 A4.3 1 2" / 12" 2" / 12"2" / 12" 2" / 12" E7990 E88 E86 E84 E82 E7990 E88 E86 E84 E82 E7980 1' - 0" 2' - 6" 2' - 6" 2' - 6" LINE OF GARAGE @ MAIN LEVEL 3' - 6" 2' - 6" 2' - 6" 4' - 0" 2' - 6" 2' - 6" 1' - 10" 1' - 0" LINE @ UPPER LEVEL 2" / 12" 1' - 6" 4' - 2 1/4" 4' - 0" 3' - 3 3/8" TYP. 5' - 3 5/8" TYP. LINE OF GARAGE @ MAIN LEVEL LINE @ UPPER LEVEL LINE OF GARAGE @ MAIN LEVEL SOLAR PANELS DECK @ MAIN LEVEL PATIO @ L.L DECK @ UPPER LEVEL LINE OF WALL BELOW N88 N84 E7980 N80 N84 N88 7' - 8 3/4" 4' - 0" 3' - 0" 1 A5.1 N86 N82 2' - 6" 2" / 12" 4' - 3" 1' - 10" 1' - 10" 1 A5.3 2 A5.1 1 A5.2 A4.3 3 A4.3 2 2 A5.2 2 A5.4 1 A5.4 2 A5.3 4 2' - 6" 2' - 6" 1' - 2" N82 2' - 6" 1' - 2 1/2" N82 CRICKET N80 N80 N80 T.O. STRUCTURE @112' - 2 5/8" 5' - 0" 4 A6.9 5 A6.9 10 A6.9 1 A6.9 7 A6.9 3 A6.9 8 A6.9 5 A6.9 1 A6.9 9 A6.9 1 2 3 4 5 6 7 G A B C D E F 1A 1B AA BB 27' - 5" 27' - 5" 40' - 11" 6' - 6" 6' - 3" 8' - 10" 3' - 0" 12' - 5" 3' - 11" 51' - 10" 7' - 4" 7' - 10" 5' - 8" 17' - 7" 10' - 8" 2' - 9" LINE OF WALL BELOW T.O. STRUCTURE @116' - 10 1/4" EXIST. GRADE @ 83' - 11 1/2" T.O. STRUCTURE @115' - 5 5/8" EXIST. GRADE @ 82' - 8 5/8" *1 *3 *2 *4 T.O. STRUCTURE @118' - 6 3/4" EXIST. GRADE @ 87' - 3" T.O. STRUCTURE @113' - 9 5/8" EXIST. GRADE @ 82' - 4 T.O. STRUCTURE @112' - 11 1/4" T.O. STRUCTURE @106' - 10 1/4" T.O. STRUCTURE @119' - 4 3/8" T.O. STRUCTURE @112' - 2 5/8" T.O. STRUCTURE @113' - 2 1/4" T.O. STRUCTURE @116' - 6 1/4" T.O. STRUCTURE @103' - 2 3/8" T.O. STRUCTURE @105' - 6 3/4" T.O. STRUCTURE @113' - 9 5/8" T.O. STRUCTURE @103' - 7 5/8" DS DS DS DS DS DS DS 1 A6.10 2' - 2" CRICKET SEE SHEET 7.1 FOR FIREPLACE INFORMATION SEE SHEET 7.2 FOR FIREPLACE INFORMATION 1 A6.9 1 A6.9 4 A6.10 8 A6.9 5 A6.9 4" / 12" 8 A6.9 5 A6.9 1 A6.9 1 A5.6 1 A5.5 2 A5.5 6 A6.10 NEW WATER LINE EXIST. WATER LINE TO BE ABANDONED EXIST. WATER LINE TO REMAIN GENERAL NOTES: LOT SIZE IS .3558 ACRES EQUAL TO 15,499 SF 1.) ALL ROOF HEIGHTS ARE TO THE TOP OF SHEATHING ON ROOF PLAN AND SITE PLAN. 2.) PROVIDE DESIGN BUILD ENGINEERED SNOW GUARD FENCE SYSTEM PER ROOF SLOPE TYPE AND SNOW LOAD INSTALLED PER MANUFACTURES RECOMMENDATIONS. SUBMIT FOR APPROVAL. SEE SPEC FOR MORE INFORMATION. 3.) SEE ELEVATIONS FOR J-BOX LOCATIONS FOR HEAT TAPE FOR GUTTER AND FUTURE HEAT TAPE. PROVIDE HEAT TAPE FOR ALL DOWNSPOUTS, GUTTERS, UNDERGROUND HARDPIPE TO DAYLIGHT, AND FUTURE 3' HIGH SECTION OF HEAT TAPE AT ROOF EAVE ABOVE GUTTER. 4.) ROOF HEIGHT CALCULATIONS (ALSO SHOWN ON SITE PLAN): MEASURED TO TOP OF SHEATHING ON TOP OF STRUCTURAL ROOF TO FINISHED OR EXISTING GRADE DIRECTLY BELOW (WHICHEVER IS MORE RESTRICTIVE). ROOF CALCULATIONS SHOWN ARE FOR ONLY THE UPPER ROOF CLOSES TO THE BUILDING HEIGHT LIMIT. *1- ROOF EAVE HEIGHT @ SHEATHING = 8016' - 10 1/4" EXISTING GRADE BELOW EAVE = 7983' - 11 1/2" ROOF HEIGHT = 32' - 10 3/4" *2- ROOF EAVE HEIGHT @ SHEATHING = 8018' - 6 3/4" EXISTING GRADE BELOW EAVE = 7987' - 3" ROOF HEIGHT = 31'- 3 1/4" *3- ROOF EAVE HEIGHT @ SHEATHING = 8015' - 5 5/8" EXISTING GRADE BELOW EAVE = 7982' - 8 5/8" ROOF HEIGHT = 32'- 9" *4- ROOF EAVE HEIGHT @ SHEATHING = 8013' - 9 5/8" EXISTING GRADE BELOW EAVE = 8082'- 4" ROOF HEIGHT = 31' - 5 5/8" 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 1:02:10 PM 1/4" = 1'-0" LILES RESIDENCE 2440 CHAMONIX LANE VAIL, CO 81657 A3.4 ROOF PLAN 3-23-2017 CPM HB 3-23-2017 PERMIT SET 0' 2' 4' 8' 16' NORTH 1/4" = 1'-0" 1 ROOF PLAN REVISION SCHEDULE # DESCRIPTION DATE 04/28/17