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Home My WebLink AboutDRB140275_2722 Cortina Lane - Sheet - A1-0 - COVER SHEET_1408029120.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 ARCHITECT 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 CLIENT Issue Date: ELEV. 100'-0" T.O. PWD. SITE ELEV. = 116'-0" Power Actuated Fastened PAF Issue Date PROJECT INFORMATION International Milling Ltd. Rio de la Plata 401 Ote. Col. del Valle, San Pedro Garza Garcia, N.L. Mexico, C.P. 66220 Attn: Salvador Vargas Guajardo Owners Project Manager- Dean Koll Phone: (970) 376-1297 E-mail: dean@dkollarchitect.com SURVEYOR Archibeque Land Consulting, Ltd Contact: Ted Archibeque 105 Capitol Street Suite 5 - P.O. Box 3893 Eagle, CO 81631 Phone: (970) 328-6020 SOIL ENGINEER HP GEOTECH Contact: Steve Pawlack 5020 Cty Rd 154 Glenwood Springs, CO 81601 Phone: (970) 945-7988 Fax: (970) 945-8454 E-mail: hpgeo@hpgeotech.com CONTRACTOR Vail Custom Builders Contact: Ted Leach 0429 Edwards Access Road Northstar Center A207 PO Box 2809 Edwards, Colorado 81632 Mobile: (970) 376-0802 Office: (970) 926-8771 x5 E-mail: ted@vailcustom.com STRUCTURAL ENGINEER LANDSCAPE ARCHITECT KRM Consultants Inc. Contact: Tim Hennum P.O. Box 4572 Vail, CO 81658 Office: (970) 949-9391 Fax: (970 949-0839 E-mail: tdh@krmconsultants.com MECHANICAL ENGINEER CODE: 2012 IRC, 2012 IEC 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 REScheck SOFTWARE, AS FOLLOWS: The following is a summary for the climate zone 6B of Table 402.1.1 requirements of the IEC 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. Ceilings & Roofs Insulation - Requirement of R-49 which is reduced to R-38 per 402.2.1 since the construction techniques provide a full R-38 insulation value over the wall top plate. @ Typical Roof Condition - The design provides a full R-38 insulation value over the wall top plate as follows: Provide R62.4 at roof Cavities with 5/8" plywood over 14” TJIs: Provide R62.4 with 4” minimum of 2# closed cell spray foam insulation with an R value of 6.6 per inch equaling R26.4 and 10” of blown in cellulose insulation with R3.6 per inch equaling R36. Basement Walls Insulation - Requires R-15 of continuous insulation or R-19 cavity insulation : Provide R22.6 with R-10 exterior insulation/drainage medium over the typical 8" concrete wall and R-14.4 at 2x4 wood furring with 4" blown in cellulose insulation with R-3.6 per inch and 5/8" drywall exceeds the requirement. Exterior Walls Insulation - Requires R-20: Exterior walls with 5.5” cavity: Provide R25.8 with 2” minimum of spray foam insulation @ inside of sheathing with an R value of 6.6 per inch equaling R13.2 and 3.5” of blown in cellulose insulation with R3.6 per inch equaling R12.6 or approved equal. Floor Insulation - Requires R-30: The building has been designed with a conditioned and finished basement space. @ Floor over Outdoor Room & Master Bedroom Overhang - Provide 2" min. spray foam insulation @ underside of floor sheathing w/ an R-Value of 6.6 per inch equaling 13.2 and 12" of blown in cellulose insulation w/ R-3.6 per inch equaling R-43.2 providing a total insulation value of R-56.4. Basement Slab - Requires R-15 for 4' horizontally under slab (since the slab is heated). Provide R15 with continuous 3" rigid insulation under the slab and R-10 continuous @ exterior of foundation. Provide full cavity blown in cellulose sound insulation at all interior walls and at all floor assemblies. ADDITIONAL REQUIREMENTS PER TOWN OF VAIL CODE AMENDMENTS: ROOF COVERING: Meets Section 1505.6 of the Town of Vail Code- Standing seam roofing will be installed to meet the required Class A roof or Class A roof assembly. FIRE SPRINKLER SYSTEM: Building is to be equipped throughout with an automatic sprinkler system installed in accordance with NFPA 13 and the Town of Vail. A monitored fire alarm system will also be provided. PLUMBING: See plumbing documents from Plumbing Contractor MECHANICAL: See mechanical documents from Mechanical Contractor ELECTRICAL: See load calculations from electrical contractor for service and electric panel sizing CODE INFORMATION BERGLUND ARCHITECTS, LLC Contact: Hans Berglund or Keegan Winkeller P.O. Box 2378 210 Edwards Village Blvd. Suite A103 Edwards, CO 81632 Office: (970) 926-4301 Fax: (970) 924-4364 E-mail: hans@berglundarchitects.com keegan@berglundarchitects.com DESIGN BUILD DESIGN BUILD 7/14/2014 12:19:36 PM A1.0 COVER SHEET 7-14-14 BKW HB 2722 CORTINA LANE 7-14-14 PROGRESS SET 7-14-14 PROGRESS SET 2722 CORTINA LANE VAIL RIDGE SUBDIVISION, BLOCK B, LOT 13 , VAIL CO A1.0 COVER SHEET SURVEY ARCHITECTURAL DRAWINGS A2.0 OVERALL SITE PLAN A2.0B SITE PLAN A2.1 LANDSCAPE PLAN A2.1B LANDSCAPE DETAILS A2.2 AREA CALCS A3.1 LOWER LEVEL FLOOR PLAN A3.2 MAIN LEVEL FLOOR PLAN A3.3 UPPER LEVEL FLOOR PLAN A3.4 ROOF PLAN A4.1 ELEVATIONS A4.2 ELEVATIONS A4.3 ELEVATIONS A4.4 ELEVATIONS A4.5 PERSPECTIVES A4.6 INTERIOR PERSPECTIVES A4.7 INTERIOR PERSPECTIVES A6.1 FOUNDATION DETAILS A6.2 DETAILS A6.3 ROOF DETAILS A8.1 WINDOW AND DOOR DETAILS A10.0 ELECTRICAL SCHEDULE AND NOTES A10.1 LOWER LEVEL RCP A10.2 MAIN LEVEL RCP A10.3 UPPER LEVEL RCP 2722 Cortina Lane, Vail Ridge Subdivision, Block B, Lot 13 Zone District: Two-Family Primary/Secondary Residential ( PS ) Lot is .4376 acres, equal to 19,064 SF Allowable GRFA .46 SF/1 SF of site area < 10,000 SF of site area 10,000 x 0.46 equals 4,600 SF .38 SF per 1 SF of site area > 10,000 SF of site area 5,000 x 0.38 equals 1,900 SF .13 SF per 1 SF of site area > 10,000 SF of site area 1,024 x 0.13 equals 542 SF _______________________________________________________________________ Total Allowed Gross Residential Floor Area (GRFA) for entire lot 7,042 SF Allowable site coverage is 20% of lot 3,812 SF Square Footage Summary Habitable SF GRFA SF Lower Level 1,933 SF 1,020 SF *1 Main Level 1,938 SF 1,938 SF Upper Level 936 SF 936 SF Double Height Space 322 SF *2 Garage 154 SF *3 ____________________________________________________________________ Total 4,807 SF 4,370 SF Provided SF Allowed SF Garage 754 SF 600 SF Site Coverage 3,064 SF 3,812 SF GRFA 4,370 SF 7,042 SF *1 52.8% OF THE LOWER LEVEL WALL IS ABOVE EXISTING OR FINISHED GRADE WHICHEVER WAS MORE RESTRICTIVE, THEREFORE 52.8% OF THE LOWER LEVEL SF IS COUNTED AS GRFA (LOWER LEVEL HABITABLE 1,933 SF * .528 = 1,020 SF) *2 Double Height Space with ceiling height over 16' is counted twice. 322 SF is counted over the Main level and shown in the GRFA calculation. *3 154 SF of Garage Area that is over the allowable 600 SF is shown in the GRFA calculation. Site Coverage Allowable site coverage is 20% of lot which equals 3,812 SF. 3,064 SF is provided. Setbacks 20' from front 15' from sides 15' from rear Patio can extend to 1/2 the distance of the setback Decks can encroach set back 5' Roof or architectural projections can encroach 4' Height Flat or mansard roofs not to exceed 30' Sloping roof not to exceed 33' Garage Allow 60 sq. ft. 754 SF is provided. Parking Required per Chapter 10 If a dwelling unit's gross residential floor area is 4,000 square feet or more, but less than 5,500 square feet: 4 spaces. 2 covered 9' x 18' (in garage) and 2 uncovered 9' x 19' parking spaces are provided. See Sheet A2.1 for landscape coverage information. REVISION SCHEDULE # DESCRIPTION DATE Conditions of Approval per DRB Approval of 08062014 1) The applicant shall submit a revised landscape plan, including new plantings on the west side of the property for staff review and approval. 2) Prior to issuance of a building permit, the applicant shall provide to staff, for review and approval, evidence of execution and recordation of all the necessary easements. DRB APPROVED 8/6/2014 12:00:00 AM