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HomeMy WebLinkAboutDRB160032_A3.4_1456263300.pdfE08' E04' E02' E14' E12') LO LOT 7 GGGE10' A4.3 A4.4 1 1 A4.1 1 A4.5 2 A4.5 3 1 A5.5 1 A5.7 1 A5.6 2 A5.5 A4.5 1 1 A5.1 4 A5.5 2 1/2" / 12" 6" / 12" 2 A5.7 4" / 12" 4" / 12" 6" / 12" 6" / 12" 6" / 12" 2 1/2" / 12" 6" / 12" 6" / 12" 2 1/2" / 12" 6" / 12" 6" / 12" 6" / 12" 4' - 0" 4' - 0" 4' - 0" 2' - 6" 1' - 4 1/2" 2' - 0" 4' - 0" 1' - 4 1/2" 2' - 0" 1' - 6" 3' - 0" 9 1/2" 2' - 6" 1' - 3" 5" 2' - 6" 2' - 6" 4' - 0 1/2" 1' - 3" 4' - 0" 2' - 0" 1 A6.9 1 A6.9 1 A6.9 5 A6.10 7 A6.9 7 A6.9 7 A6.9 7 A6.9 4 A6.9 4 A6.9 2 A6.10 6" / 12" 6" / 12" 2 A6.10 2 A6.10 4 A6.9 1 A6.10 1 A6.10 1 A6.9 4 A6.11 5 A6.11 1 A6.11 1 A6.11 1 A6.11 1 A6.10 SIM 5 A6.10 BUILDING FOOTPRINT @ UPPER LEVEL BUILDING FOOTPRINT @ UPPER LEVEL BUILDING FOOTPRINT @ UPPER LEVEL 1 A5.2 1 A5.3 1 A5.4 2 A5.4 3 A5.5 1 A5.8 1 A5.9 2' - 0" 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 A A B B C C D D E E F F G G J J K K L L G1 G4 GD GD GC GC GA GA GB GB H H I I G5 G2 2" / 12" 2' - 4" 3' - 6 1/2" 4' - 5 1/2" 14' - 11 1/2" 1' - 0 1/2" 15' - 11" 11' - 1" 2' - 0" 9' - 3" 14' - 3" 3' - 1" 81' - 11" 17' - 4 1/2" 5' - 5 1/2" 1' - 2" 5' - 5 1/2" 29' - 5 1/2" 1' - 9 1/2"8' - 6 1/2"13' - 2" 23' - 6" 1' - 3" 1' - 0" 1' - 4"10" 12' - 3" 3' - 6" 1' - 7" 6' - 0" 2' - 0 7/8" 4' - 11 1/8" 3' - 0" 37' - 9" G3 6" / 12" 6" / 12" 2 1/2" / 12" 1 5/8" / 12" 2 1/2" / 12" 1 A5.10 T.O. STRUCTURE @ 8339' - 5 7/8" T.O. EXISTING GRADE @ 8307' - 7" T.O. STRUCTURE @ 8339' - 5 7/8" T.O. EXISTING GRADE @ 8307' - 2" T.O. STRUCTURE @ 8339' - 4 3/4" T.O. EXISTING GRADE @ 8306' - 7" T.O. STRUCTURE @ 8338' - 8 3/4" T.O. EXISTING GRADE @ 8307' - 7 3/8" *1A *2A *3A *4A *5A *6A T.O. STRUCTURE @ 8339' - 2 1/8" T.O. EXISTING GRADE @ 8307' - 1" T.O. STRUCTURE @ 8339' - 2 1/8" T.O. EXISTING GRADE @ 8307' - 10 1/4" T.O. STRUCTURE @ 8336' - 6" T.O. EXISTING GRADE @ 8307' - 10 1/4" 39' - 9 1/2" 8% 40' - 1 1/4" 2 A6.9 6" / 12" 6" / 12" 3' - 0" 3' - 0" 100 YEAR FLOOD PLAIN DN PROPERT Y LI NE PR O PERTY LI NE PROPERTY LI NE 06 08 10 12 14 14 14.5 10 10 08 08 04 06 12 +H.P. 08 08 04 06 BU I LD IN G S ETBA CK B UI LDI NG SETB AC K BUI LDI NG SETBACK 3 A6.9 3 1/2" / 12" 4 A4.5 BLIZZARD II STANDING SEAM SNOW FENCE. INSTALL PER MANUFACTURER SPEC. AND SNOW RETENTION DESIGN SPEC. RG16 SNOW CLIPS. INSTALL PER MANUFACTURER SPEC. AND SNOW RETENTION DESIGN. 6" / 12" DRIFT III SNOW FENCE. INSTALL PER MANUFACTURER SPEC. AND SNOW RETENTION DESIGN SPEC. GENERAL NOTES: 1.) ALL ROOF HEIGHTS ARE TO THE TOP OF SHEATHING ON ROOF PLAN AND SITE PLAN. 2.) PROVIDE ENGINEERED SNOW GUARD FENCE SYSTEM PER ROOF SLOPE TYPE AND SNOW LOAD. SUBMIT FOR APPROVAL. PROVIDE DESIGN BUILD ENGINEERED SNOW FENCE AND SNOW GUARD SYSTEMS @ ALL ROOF AREAS. SEE SPEC FOR MORE INFORMATION. 3.) SEE ELEVATIONS AND RCPS 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 INSULATED PANEL (SIP) TO EXISTING GRADE DIRECTLY BELOW. DOES NOT INCLUDE APPROX. 1" OF ROOFING. *1A- BUILDING HEIGHT @ TOP OF SHEATHING = 39' - 5 7/8" EXISTING GRADE BELOW RIDGE = 7' - 7" ROOF HEIGHT = 31' - 10 7/8" *2A- BUILDING HEIGHT @ TOP OF SHEATHING = 39' - 5 7/8" EXISTING GRADE BELOW RIDGE = 7' - 2" ROOF HEIGHT = 32' - 3 7/8" *3A- BUILDING HEIGHT @ TOP OF SHEATHING = 38' - 8 3/4" EXISTING GRADE BELOW RIDGE = 7' - 7 3/8" ROOF HEIGHT = 31' - 1 3/8" *4A- BUILDING HEIGHT @ TOP OF SHEATHING = 39' - 4 3/4" EXISTING GRADE BELOW RIDGE = 6' - 7" ROOF HEIGHT = 32' - 9 3/4" *5A- BUILDING HEIGHT @ TOP OF SHEATHING = 39' - 2 1/8" EXISTING GRADE BELOW RIDGE = 7' - 10 1/4" ROOF HEIGHT = 31' - 3 7/8" *6A- BUILDING HEIGHT @ TOP OF SHEATHING = 39' - 2 1/8" EXISTING GRADE BELOW RIDGE = 7' - 1" ROOF HEIGHT = 32' - 1 1/8" Scale Drawn by Checked by 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 Issue Date REVISION 1/4" = 1'-0" 2/4/2016 2:17:16 PM 3090 BOOTH CREEK DR. VAIL, CO A3.4 ROOF PLAN CWF HB REIMERS RESIDENCE 02/04/2016 TOV DRB CHANGE TO APPROVED PLANS 0' 2' 4' 8' 16' NORTH 1/4" = 1'-0" 1 ROOF PLAN No. Revision Date Revision Description 1 FEBRUARY 4, 2016 CHANGES TO APPROVED DRB * BUILDING WAS ELEVATED 5 1/2" TO MITIGATE HIGH GROUND WATER TABLE. * FRONT ENTRY ROOF WAS CHANGED FROM A CURVE TO A PITCHED ROOF. DRB APPROVED 2/23/2016 12:00:00 AM