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HomeMy WebLinkAboutB17-0053_A7.10_1493402461.pdfUP +90' - 10" 2 A7.10 90' - 2 7/8" 4 RISERS @ 6 1/4" 3 TREADS @ 10" WITH 1" NOSING 1" 3' - 0" LINE OF CONC. WALL BELOW 3 A7.10 LEAVE 1/2" GAP BETWEEN EDGE OF DECK AND STONE CAP LINE OF STONE VENEER BELOW 1" 3" 8" 6" 3/4" 1/2" 8" 6" 1" 3' - 8 5/8" 3' - 10" 79.4° 3 3/4" 7' - 0" - A7.10 6 MAIN LEVEL 92' - 4 3/4" 2' - 0 3/4" 1/2" 3/4" 6" 3" STONE ASSEMBLY- APPROX 2" OF STONE OVER GROUT TYP. DRIP THROUGH DECK ASSEMBLY CONC. STAIR RE: STRUCT. LEAVE 1/2" GAP BETWEEN EDGE OF DECK AND STONE CAP FLASHING OVER ICE & WATER SHIELD OVER TOP OF BEAMS 3' - 1" 3 1/2" L X 3" W X 1/2" T STL. PLATE EXPANSION BOLTED TO CONC. WALL CUT STONE CAP SLOPED TO SHED WATER RE:SPEC SEE 1/A6.8 FOR TYP. RAILING ASSEMBLY 1 1/2" 3 7/8" 3 7/8" 3 7/8" 3 7/8" 3 7/8" 3 7/8" 3 7/8" 3 7/8" 3 7/8" 3 7/8" 2" 2 1/2" 1 1/2" DIA GRIPABLE STEEL HANDRAIL 8 7/8" 1/2" 3' - 6" MAIN LEVEL 92' - 4 3/4" 3 A7.10 7 0 .0° 3 3/4" 2 1/2" 2" 3 7/8" 3 7/8" 3 7/8" 3 7/8" 3 7/8" 3 7/8" 3 7/8" 3 7/8" 3 7/8" 3 7/8" 1 1/2" 3' - 6" SEE 1/A6.8 FOR TYP. RAILING ASSEMBLY HANDRAIL RETURNS INTO STANCHION AT 70 DEGREE ANGLE ø 0' - 6" 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 1:11:39 PM 1 1/2" = 1'-0" LILES RESIDENCE 2440 CHAMONIX LANE VAIL, CO 81657 A7.10 STAIR SHEET 3-23-2017 CPM HB 3-23-2017 PERMIT SET 1 1/2" = 1'-0" 1 EXTERIOR STAIR FLOOR PLAN 1 1/2" = 1'-0" 2 EXTERIOR STAIR SECTION 4 EXTERIOR STAIR 3D VIEW 1 1/2" = 1'-0" 3 EXTERIOR STAIR GUARD RAIL SECTION 5 EXTERIOR STAIR 3D VIEW 2 1 1/2" = 1'-0" 6 EXT. STAIR ELEVATION REVISION SCHEDULE # DESCRIPTION DATE 04/28/17