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HomeMy WebLinkAboutB16-0031_A3.4_1480362960.pdf) LO LOT 7 GGG8 10 8 8 8 4 10 8 8 10 12 14 12 4 10 6 10 14 12 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" 3 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 6 A6.9 5 A6.9 5 A6.9 1 A6.9 5 A6.9 6 A6.10 6 A6.10 5 A6.10 6" / 12" 6" / 12" 5 A6.10 5 A6.10 6 A6.10 1 A6.10 1 A6.10 1 A6.9 1 A6.11 4 A6.11 3 A6.11 3 A6.11 3 A6.11 1 A6.10 SIM 6 A6.9 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 H H K K L L M M G1 G4 GD GD GC GC GA GA GB GB I I J J G5 G2 2" / 12" 2' - 4" 3' - 6 1/2" 4' - 5 1/2" 15' - 0 1/2" 11 1/2" 16' - 0" 11' - 0" 2' - 0" 9' - 3" 14' - 3" 3' - 4" 82' - 2" 17' - 4 1/2" 5' - 5 1/2" 1' - 2" 5' - 9" 29' - 9" 1' - 9 1/2"8' - 6 1/2"13' - 2" 23' - 6" 1' - 3" 1' - 0" 1' - 4"10" 12' - 3" 3' - 6" 2 3/8" 8' - 11 3/16" 6 5/16" 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 PROPERTY LINE PRO PERTY LINE PROPERTY LI NE 14.5 +H.P. 08 08 BUI LD ING SETBACK 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. G G BOILER FLUES TO BE VENTED THRU CHIMNEY CAP RE: MECH PLANS A4.3 3 A4.2 1 1 A5.11 STRUCTURAL FASCIA RE: STRUCT. PLANS 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" 9/16/2016 10:32:33 AM A3.4 ROOF PLAN CWF HB REIMERS RESIDENCE 03/01/2016 3090 BOOTH CREEK DR. VAIL, CO CONSTRUCTION DOCUMENTS 0' 2' 4' 8' 16' NORTH 1/4" = 1'-0" 1 ROOF PLAN - STRUCTURAL FASCIA NOTED No. Revision Date Revision Description 1 APRIL 26, 2016 ASI #1 5 AUGUST 12, 2016 ASI #5 11/28/16