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Home My WebLink AboutA1.0.pdfScale Date 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 4 1 A5.1 A 3.2 PROJECT DIRECTORY 1 2 3 4 A9.1 A6.1 1 A6.1 1 100 LIVING 1 A4.1 SIM. SYMBOL LEGEND ABBREVIATIONS MATERIAL LEGEND DRAWING LIST: VICINITY MAP 100 A BUILDING SECTION NO. SECTION CUT SHEET NO. DETAIL NO. DETAIL CUT SHEET NO. ROOM NUMBER EXTERIOR ELEVATION DOOR MARK DETAIL CUT REFERENCE GRID LINE SPOT ELEVATION DRAWING REVISION INTERIOR ELEVATION WINDOW MARK Galvanized Laminated Wood Beam General Contractor Hardware Gypsum Wallboard Grade Gypsum RW RO SEW SECT SAN SHLV Cpt Carpet Ceramic CER SIM SHT W/ Reinforce (d) REINF FD Floor Drain With (comb. form) Required Round Head Sheet Metal Screw GA FDN FTG Room RM RHSM REQD Gauge Foundation Footing WD W/O Wood Without and Air Conditioning Heating, Ventilating, Lavatory Manufacturer Laminate Inside Diameter Miscellaneous Mechanical Not In Contract Medicine Cabinet Masonry Opening Horizontal On Center Not to Scale Oriented Strand Board Opposite Outside Diameter Property Plywood Perforated (d) Prefinished Sheet Metal Penny (nails, etc.) Refrigerator Radius or Riser Not Applicable AAD ADD AGG ADJ AOR BM ARCH ALT BD BS BET BRG AFF CL BLDG CAB CLOS CMU CJ CONC COL DP DIA DET CONT BO DR DN DW EL EA DRWG DS EQ EJ EXIST EXT FE CABT FOC FOS FP FL FIN DIM GC GALV Glass GLB GR GL Head HD HDW GWB Highway Height HWY HT HVAC GYP Addendum Attic Access Door Aggregate Adjacent Area of Refuge Alternate Beam Architectural Board Between Both Sides Bearing Above Finished Floor Interior Joint JT INT ID MO MFG LAV LAM Maximum Material MAX MC MTL Minimum NIC MISC MIN MECH Cabinet Building Centerline Closet Concrete Column Construction Joint Detail Diameter Damproofing Continuous Concrete Masonry Unit HOR Bottom Of Opening OPG OC NTS d OD OSB OPP Plate PL PFSM PLWD PERF Project Product PROD PROP PROJ Drain Dishwasher Down Elevation Each Drawing Downspout Equal Existing Exterior Expansion Joint Face Of Concrete Face Of Stud Fire Extinguisher Cabinet Refer REF REFR Floor Fireproof R Finish NA Dimension Tounge and Groove Toilet Paper Holder Sound- Transmission Class Vinyl Asbestos Tile United States Gage Unless Noted Otherwise Uniform Building Code SL SQ SPEC STC SM SUB STRUCT STL TV TEL SUSP SUPPL IE THK TEMP TO T&B T&G TPH STD Roof Window Sewer Sanitary Section Rough Opening Sliding Shelves Similar Square Specification Sheet Metal Sheet Steel Substitute Structure (al) Television Telephone Suspend (ed) Supplement (al) That Is Thick Tempered Top Of Top and Bottom Standard UG TYP TS USG UBC UNFIN U.N.O. VENT VIF VERT VAR VAT WC V WT WIN WP Typical Underground Tube Steel Unfinished Variable Vertical Ventilate Verify In Field Voltage Water Closet Weight Window Waterproof T Tread FINISHED WOOD ROUGH FRAMING OR ROUGH SAWN TRIM WOOD BLOCKING CONCRETE STONE TILE GLAZING FRAME WALL CONCRETE MASONRY PARTICLE BD. OR GLU-LAM WOOD WOOD FIBER BD. RIGID INSULATION CARPET ACOUSTICAL CEILING STEEL PLYWOOD SHEET METAL BATT INSULATION GYP. WALL BOARD/ STUCCO/ PLASTER ALUMINUM OR SECTION PLAN SECTION PLAN ROCK/ SOIL/ COMPACTED FILL SAND NON-COMPACTED FILL Issue Date: ELEV. 100'-0" T.O. PWD. SITE ELEV. = 116'-0" Power Actuated Fastened PAF Issue Date CODE: 2012 IRC, 2012 IECC OCCUPANCY TYPE: SINGLE FAMILY HOME ENERGY CONSERVATION: THE BUILDING COMPLIES WITH THE ENERGY CONSERVATION REQUIREMENT FROM CHAPTER 4 OF THE 2012 INTERNATIONAL ENERGY CODE PER ZONE 6B ADOPTED BY THE TOWN OF VAIL, AND AS DEMONSTRATED BY PRESCRIPTIVE BUILDING THERMAL ENVELOPE, AS FOLLOWS: The following is a summary for the climate zone 6B of Table 402.1.1 requirements of the IECC and as adopted by The Town of Vail, and an outline of the proposed R values of the assemblies of the building which are defined in the Construction Document Drawings and Specifications: Maximum Glazing U-Factor of .30 for new single family dwelling units per Town of Vail amendments, this can be a weighted average. Proposed new window with dual glazed Low E glazing (Low E on two surfaces) exceeds this requiremnt - Average U-Value = .28. NO IMPACT TO EXISTING EXTERIOR WALLS, FOUNATION, SLABS, CEILINGS. CODE INFORMATION PROJECT INFORMATION ARCHITECT BERGLUND ARCHITECTS, LLC P.O. Box 2378 210 Edwards Village Blvd Suite A103 Edwards, CO 81632 Phone: (970) 926-4301 Fax: (970) 926-4364 hans@berglundarchitects.com STRUCTURAL ENGINEER CLIENTS CONTRACTOR MECHANICAL ENGINEER KRM Consultants Inc. Contact: Tim Hennum P.O. Box 4572 Vail, CO 81658 Office: (970) 949-9391 Fax: (970 949-0839 krm@krmconsultants.com Shaeffer Hyde Construction Contact: Heather Duncan Box 373 Vail, CO 81658 Phone: (970) 845-5656 heatherd@shaefferhyde.com Anthony & Agatha Precourt 233 Bridge Rd Hillsborough CA 94010 (415) 377-4268 Rader Engineering Contact: Drew Rader P.O. Box 8610 Avon, CO 81620 Phone: (970) 845-7910 4/14/2015 2:03:59 PM A1.0 COVER SHEET 03/24/15 PRECOURT MILL CREEK 03/24/15 PERMIT SET 03/24/15 PERMIT SET PRECOURT MILL CREEK 328 MILL CREEK CIRCLE VAIL CO 81657 A1.0 COVER SHEET ARCHITECTURAL DRAWINGS A3.1 LOWER LEVEL FLOOR PLAN, LOWER LEVEL RCP, SECTIONS A3.2 MAIN LEVEL FLOOR PLAN A3.3 UPPER LEVEL FLOOR PLAN A9.1 INTERIOR ELEVATIONS STRUCTURAL DRAWINGS S1 FOUNDATION PLAN, MAIN LEVEL FRAMING, DETAILS MECHANICAL DRAWINGS M0.0 COVER SHEET M1.0 SCHEDULE & SCHEMATICS M2.0 LOWER LEVEL PLAN M3.0 SPECIFICATIONS & SEQUENCE OF OPERATION NO CHANGE TO EXISTING HABITABLE SQUARE FOOTAGE REVISION SCHEDULE # DESCRIPTION DATE GENERAL NOTES: 1. CONTRACTOR TO COORDINATE ALL DEMO WORK W/NEW SCOPE OF WORK. 2. ALL SWITCHES, OUTLETS, SMOKE DETECTORS, THERMOSTATS, ELECTRICAL PANEL AND LIGHTING TO REMAIN AS IS EXCEPT AS NOTED. 3. ALL DIMENSIONS ARE TO FINISH AT EXISTING CONDITIONS AND TO STUD AT NEW WALLS. 4. NOTIFY ARCHITECT AND OWNER OF ANY SIGNIFICANT DESIGN CHANGES OR DIFFERENCES IN EXISTING CONDITIONS AND DRAWINGS. 5. FIELD VERIFY ALL DIMENSIONS. 6. FIELD VERIFY ALL PLUMBING AND MECHANICAL ROUGH IN CONNECTIONS. 7. EXISTING FINISHES AND CONDITIONS TO REMAIN U.N.O. Electrical Load Calculations by Shaw Electric Load Form 1) 5000 x = 15,000 4 sm appl. 6,000 6,825 1 Laundry 1,500 3,000 22,500 9,825 <3,000> 19,500 x 35% = 6825 2) Gas Heat = 1,500 3) Appliances 2 Dishwashers 3,000 2 Microwaves 3,000 2 refrigerators 3,000 2 Disposals 2,000 11,000x 75% = 8250 4) Range = 8,000 5) Elec Dryer = 5,000 6) Heat Tape = 3,000 7) Other Pond Pump 1,500 Wine Room 1,500 Humidifier 1,500 (2) Elec Heaters 4,000 Jacuzzi Tub 1,500 Snowmelt Boiler 1,500 11,500 x .75% = 8625 9,825 1,500 8,250 8,000 5,000 3,000 8,625 TOTOAL 44,200 /240 = 184.16 amps 04/21/15