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Home My WebLink AboutB16-0402_A1.0_1490108418.pdfOutside changes include rebuilding north, west, and south decking and adjusted grading to allow for lower window sills to meet egress code at the lower level. The existing windows, roofing, deck surfaces, deck membranes and exterior finishes of the home are proposed to be replaced as part of the remodel. Proposed new insulation panels will wrap all exterior walls and new siding applied. A new steel railing is proposed at the new deck to meet code. Some windows have increased head heights and lowered sill heights, see drawings and window schedule for locations and sizes. The east deck and railing are to remain as-is. It is proposed that the lower level bedrooms will be reconfigured to maximize space via relocation of existing walls and doors. Lower level bathrooms will have added walls to support pocket doors. All vanities in the house will be replaced and/or relocated. Downstairs bedroom #4 will receive new sliding doors in the closet, and a sliding barn door to the guest suite from the foyer is proposed. Guest suite living will receive a new window to match the other windows. The wet bar will receive an under counter washer/dryer combo unit. The existing washer/dryer location in the utility room will be relocated within the same space, and the existing walls will be demolished. A proposed mechanical room will take their place. Existing lockers are to be demolished and rebuilt in the downstairs hall. Lower level bathrooms are to be reconfigured with new walls as shown, and new vanities/fixtures throughout. Separate lockable closets are to be provided in all bedrooms except #2 and #4. On the main floor, the master bathroom's dividing walls will be demolished and rebuilt according to plan. A single vanity is to be relocated. A separate shower and tub are to be built. The door locations to this bathroom and the master bedroom will be moved outward to allow for furniture on the master bedroom wall. The main living area will receive new clerestory windows and a new window configuration of the existing windows. The dining area and kitchen will be one single space as the walls separating them will be demolished. New and larger windows will replace the existing, and a new door added in the dining room. The stairwell on the main level will be enclosed with drywall. The upper level will receive minor changes including separate lockable closets, new swing doors, and new vanities. The interior railings and stairs are to remain as-is. PROPOSED SQUARE FOOTAGE ANALYSIS: 1250 PTARMIGAN ROAD, VAIL, CO, 81657 Zone District: Two-family Primary/Secondary Residential (PS) Lot is .437 acres, equal to 19,036 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 > 15,000 SF of site area 4,036 x 0.13 equals 525 SF _______________________________________________________________________________ Total Allowed Gross Residential Floor Area (GRFA) for entire lot 7,025 SF Proposed Square Footage Summary Habitable SF GRFA Lower Level 2,068 SF 1,386* SF Main Level 2,184 SF 2,184 SF Upper Level 1,111 SF 1,804 SF Garage area over 600 SF 0 SF 0 SF ______________________________________ Total 5,363 SF 5,374 SF Total Allowable GRFA 7,025 SF Total Remaining GRFA 1,651 SF *(See sheet A2.1 for Lower Level GRFA calculations) Site Coverage Allowable Site Coverage is 20% of the lot 3,807 SF Proposed Site Coverage 2,645 SF Proposed Site Coverage for Roofs beyod 4' 111 SF Total Proposed Site Coverage SF Total Remaining Site Coverage 1,051 SF Landscape Area Lot Size 19,036 SF 60% Landscape Area Requirement 11,421 SF Lot Size 19,036 SF LESS Building Footprint / Driveway 3,840 SF Total Landscape Area 15,196 SF Total Hardscape Area Provided (1.2%) 177 SF Total Softscape Area Provided 15,019 SF 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 600 sq. ft. per unit. before area counts towards GRFA Parking Required per Chapter 10 If a dwelling unit's gross residential floor area is 5,500 square feet or more: 5 spaces Scale 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: 2015 TOWN OF VAIL, OCCUPANCY TYPE: SINGLE FAMILY HOME ENERGY CONSERVATION: THE BUILDING COMPLIES WITH THE ENERGY CONSERVATION REQUIREMENT FROM CHAPTER 4 OF THE 2015 INTERNATIONAL ENERGY CODE PER ZONE 6B ADOPTED BY THE TOWN OF VAIL, AND AS DEMONSTRATED BY PRESCRIPTIVE BUILDING THERMAL ENVELOPE, AS FOLLOWS: Maximum Glazing U-Factor of .30 for new single family dwelling units per Town of Vail amendments, this can be a weighted average. The Jeld-Wen windows and doors with dual glazed Low E glazing (Low E on two surfaces) exceeds this requirement - Average U-Value = .28. See 8.5 x 11 window proposal from manufacture for summary of U-values. Occupancy Type: Single Family Building complies with the Energy Conservation requirement in Chapter 4 of the 2015 IECC per Zone 6B as adopted by Town of Vail as follows: The following is a summary for the climate zone 6B of Table 402.1.1 requirements of the IECC, as adopted by Town of Vail, and an outline of the provided R values of the assemblies of the building which are defined in the Construction Document Drawings and Specifications: 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 - Provide approximate insulation value of R-39.6 2# closed cell spray foam insulation in existing 6" cold rack cavity and 1/2" sheathing (for 6 1/2" total depth), over existing roof sheathing. @ Master Bedroom Roof Condition - Provides approximate insulation value of R-38 over the wall top plate per the sum of the existing cavity insulation and the new R-16.5 2 1/2" polyiso foam insulation panels and 1/2" sheathing (for 3" total depth), over existing roof sheathing. Exterior Walls Insulation - Requires R-20: Providing approximate R-20 per the sum of the existing cavity insulation and the new 3" nail base insulation panel (1/2" exterior sheathing, R-9 2 1/2" rigid fiberglass insulation panels) with exterior wall finish (stucco, wood siding, or stone veneer), over existing wall sheathing. 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 LANDSCAPE ARCHITECT CLIENTS CONTRACTOR SURVEYOR Eagle Valley Surveying Contact: Mike Post 41199 hwy 6 & 24, Eagle Vail Avon, CO 81632 Phone: (970) 949-1406 Fax: (970) 479-0055 mikepost@evsurvey.com MECHANICAL ENGINEER SOILS ENGINEER HP Geotech Contact: Steve Pawlak 5020 County Road 154 Glenwood Springs, CO 81601 Phone: (970) 945-7988 Fax: (970) 945-8454 KRM Consultants Inc. Contact: Tim Hennum P.O. Box 4572 Vail, CO 81658 Office: (970) 949-9391 Fax: (970 949-0839 krm@krmconsultants.com Kissane Construction Contact: Jeff Kissane Phone: (970) 376-6184 jeff@kissaneconstruction.com Trammell Crow Contact: Tommy Bishop 3819 Maple Avenue Dallas, TX 75219 Phone: (214) 455-0191 tommybishopasid@gmail.com DESIGN BUILD DESIGN BUILD PROJECT DESCRIPTION 1/4" = 1'-0" 8/26/2016 3:28:27 PM 1250 PTARMIGAN ROAD VAIL VILLAGE SUB, LOT 3 & 4, PT OF BLOCK 8, VAIL, CO A1.0 COVER SHEET August 26th, 2016 CROW RESIDENCE August 26th, 2016 BUILDING PERMIT SET August 26th, 2016 BUILDING PERMIT SET CROW RESIDENCE A1.0 COVER SHEET SURVEY ARCHITECTURAL DRAWINGS A2.0 SITE PLAN A2.1 AREA CALCS A3.1 LOWER LEVEL FLOOR PLAN A3.2 MAIN LEVEL FLOOR PLAN A3.3 UPPER LEVEL FLOOR PLANN A3.4 ROOF PLAN A4.1 ELEVATIONS A4.2 ELEVATIONS A4.3 ELEVATIONS A4.4 ELEVATIONS A4.8 3D VIEWS A5.1 BUILDING SECTIONS A5.2 BUILDING SECTIONS A5.3 BUILDING SECTIONS A5.4 BUILDING SECTIONS A5.5 BUILDING SECTIONS A5.6 BUILDING SECTIONS A5.7 BUILDING SECTIONS A6.1 WALL DETAILS A6.2 ROOF DETAILS A6.2A ROOF DETAILS A6.2B ROOF DETAILS A6.3 DECK DETAILS A6.4 DECK DETAILS A6.5 DECK DETAILS A6.6 DECK DETAILS A6.7 DECK DETAILS A6.8 STAIR DETAILS A6.9 STAIR DETAILS A8.0 WINDOW AND DOOR SCHEDULE A8.1 WINDOW AND DOOR DETAILS A10.1 LOWER LEVEL RCP A10.2 MAIN LEVEL RCP A10.3 UPPER LEVEL RCP EXISTING DRAWINGS INCLUDED FOR REFERENCE E2.0 EXISTING SITE PLAN E3.1 EXISTING LOWER LEVEL FLOOR PLAN E3.2 EXISTING MAIN LEVEL FLOOR PLAN E3.3 EXISTING UPPER LEVEL FLOOR PLAN E3.4 EXISTING ROOF PLAN E4.1 EXISTING ELEVATIONS E4.2 EXISTING ELEVATIONS E4.3 EXISTING ELEVATIONS E4.4 EXISTING ELEVATIONS E5 FLOOR PLANS E6 FLOOR PLANS E7 ELEVATIONS E8 WINDOW AND DOOR SCHEDULE E9 ELECTRICAL E10 ELECTRICAL STRUCTURAL DRAWINGS S1 S2 S3 GENERAL NOTES A. THE CONTRACT DOCUMENTS CONSIST OF ARCHITECTURAL AND STRUCTURAL DRAWINGS, THE AGREEMENT, THE GENERAL NOTES AND THE SPECIFICATIONS. ANY WORK SHOWN IN ONE OF THE DOCUMENTS SHALL BE SUPPLIED AS THOUGH FULLY COVERED IN ALL. ANY DISCREPANCY BETWEEN THE DIFFERENT PARTS SHOULD BE REPORTED TO THE ARCHITECT IMMEDIATELY. B. CONTRACTOR WILL ASSUME RESPONSIBILITY OF ITEMS REQUIRING COORDINATION AND RESOLUTION DURING THE CONSTRUCTION PROCESS. C. ALL WORK SHALL COMPLY WITH ALL STATE AND LOCAL CODES AND ORDINANCES, AND SHALL BE PREFORMED TO THE HIGHEST STANDARDS OF CRAFTSMANSHIP BY JOURNEYMAN OF THE APPROPRIATE TRADES. D. THESE DOCUMENTS ARE INTENDED TO INCLUDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES REQUIRED TO COMPLETE ALL WORK DESCRIBED HEREIN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BRING TO THE ATTENTION OF THE ARCHITECT ANY CONDITIONS WHICH WILL NOT PERMIT CONSTRUCTION ACCORDING TO THE INTENTIONS OF THESE DOCUMENTS. IT IS THE RESPONSIBILITY OF THE ARCHITECT TO PROVIDE DETAILS AND/OR DIRECTIONS REGARDING DESIGN INTENT WHERE IT IS ALTERED BY EXISTING CONDITIONS OR WHERE NEGLECTED IN THE DOCUMENTS. E. ANY MATERIALS PROPOSED FOR SUBSTITUTION OF THOSE SPECIFIED OR CALLED OUT BY TRADE NAME IN THESE DOCUMENTS SHALL BE PRESENTED TO THE ARCHITECT FOR REVIEW. THE CONTRACTOR SHALL SUBMIT SAMPLES WHEN REQUIRED BY THE ARCHITECT. AND ALL SUCH SAMPLES SHALL BE REVIEWED BY THE ARCHITECT BEFORE THE WORK IS PERFORMED. WORK MUST CONFORM TO THE REVIEWED SAMPLES. ANY WORK WHICH DOES NOT CONFORM SHALL BE REMOVED AND REPLACED WITH WORK WHICH CONFORMS AT THE CONTRACTOR'S EXPENSE. SUBCONTRACTORS SHALL SUBMIT REQUESTS AND SAMPLES FOR REVIEW THROUGH THE GENERAL CONTRACTOR WHEN WORK IS LET THROUGH HIM OR HER. REQUIRED VERIFICATIONS AND SUBMITTALS TO BE MADE IN ADEQUATE TIME AS TO NOT DELAY PROGRESS. F. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR HIS OR HER REVIEW WHERE CALLED FOR ANYWHERE IN THESE DOCUMENTS. REVIEW SHALL BE MADE BY THE ARCHITECT BEFORE WORK IS BEGUN, AND WORK SHALL CONFORM TO THE REVIEWED SHOP DRAWINGS, SUBJECT TO REPLACEMENT AS REQUIRED IN PARAGRAPH E ABOVE. G. THE BUILDING INSPECTOR SHALL BE NOTIFIED BY THE CONTRACTOR WHEN THERE IS NEED OF INSPECTION AS REQUIRED BY THE 2015 INTERNATIONAL RESIDENTIAL CODE OR ANY LOCAL CODE OR ORDINANCE. H. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY AND CARE OF ADJACENT PROPERTIES DURING CONSTRUCTION, FOR COMPLIANCE WITH FEDERAL AND STATE O.S.H.A. REGULATIONS, AND FOR THE PROTECTION OF ALL WORK UNTIL IT IS DELIVERED COMPLETED TO THE OWNER. I. ALL DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALED DIMENSIONS. DIMENSIONS NOTED WITH "N.T.S." DENOTES NOT TO SCALE. J. CONTRACTOR SHALL VERIFY AND COORDINATE ALL OPENINGS THROUGH FLOORS, CEILINGS, AND WALLS WITH ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. K. CONTRACTOR TO COORDINATE NEW CONSTRUCTION W/ EXISTING CONDITIONS AND NOTIFY ARCHITECT AND STRUCTURAL ENGINEER ABOUT DISCREPANCIES OF DRAWINGS OF EXISTING HOUSE AND ASSUMPTIONS. REVISION SCHEDULE # DESCRIPTION DATE 03/21/17