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Home My WebLink AboutDRB140563_A1-0_1424821140.pdf 223 Beaver Dam Road, Vail, CO Zone District: Two-Family Primary/Secondary Residential ( PS ) Lot is .5857 acres, equal to 25,513 SF Allowable GRFA Allowable GRFA .46 SF/1 SFof 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 0,513 x 0.13 equals 1,367 SF Total Allowed Gross Residential Floor Area (GRFA) for entire lot 7,867 SF Allowed GRFA for Primary Unit 60% Total GFRA (UNIT A) 4,720 SF Allowed GRFA for Secondary Unit 0% Total GFRA (UNIT B) 3,147 SF Proposed Square Footage Summary (Both Sides of Duplex Combined) Habitable GFRA Lower Level 4,385 SF 2,149 SF *1 Main Level 3,827 SF 3,827 SF Upper Level 1,854 SF 1,854 SF Garage area over 600 SF 32 SF Total Both Sides 10,066 SF 7,862 SF Total Allowable GFRA Both Sides 7,867 SF Total Remaining GFRA Both Sides 5 SF *1 49% of the Lower Level wall is above existing or finished grade whichever is more restrictive. Therefore, 49% of the Lower Level SF is counted as GRFA. Lower Level Habitable = 4,385 SF X 0.49 = 2,149 SF Site Coverage Allowable site coverage on the lot: 20% 5,103 SF Proposed Site Coverage both sides 4,552 SF Proposed Site Coverage for Roofs beyod 4' 257 SF Total Remaining Site Coverage both sides 293.62 SF Landscape Area Lot Size 25,513 SF 60% Landscape Area Requirement 15,307 SF Lot Size 25,513 SF LESS Building Footprint / Driveway -10,192 SF Total Landscape Area 15,321 SF Total Hardscape Area Provided (10.74%) 1,646 SF Total Softscape Area Provided 13,675 SF SQUARE FOOTAGE ANALYSIS BOTH SIDES INDIVIDUALLY CALCULATED (FOR OWNER REFERENCE) Square Footage Summary UNIT A Habitable GFRA Lower Level 2,950 SF 1,445.5 SF *1 Main Level 2,137 SF 2,137 SF Upper Level 1,109 SF 1,109 SF Garage area over 600 SF 26 SF Total UNIT A 6,196 SF 4,717 SF Total Allowable GRFA UNIT A 60% of total 4,720 SF Total Remaining GRFA UNIT A 2.5 SF Square Footage Summary UNIT B Habitable GFRA Lower Level 1,435 SF 703.2 SF *1 Main Level 1,690 SF 1,690 SF Upper Level 745 SF 745 SF Garage area over 600 6 SF Total UNIT A 3,870 SF 3,144.2 SF Total Allowable GRFA UNIT B 40% of total 3,147 SF Total Remaining GRFA UNIT B 2.5 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 1,200 sq. ft. per unit. 1,135 SF is provided. Parking Required per Chapter 10 If dwelling is more than 5,500 GRFA 5 spaces are required. 4 covered 9' x 18' (in garage) and 1 uncovered 9' x 19' parking spaces are provided. 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 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: 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 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 Tongue 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 STRUCTURAL ENGINEER LANDSCAPE ARCHITECT CLIENTS Issue Date: ELEV. 100'-0" T.O. PWD. SITE ELEV. = 116'-0" Power Actuated Fastened PAF CODE INFORMATION CONTRACTOR VICINITY MAP SURVEYOR Gore Range Surveying, LLC Contact: Sam Ecker P.O. Box 15 Avon, CO 81620 Phone: (970) 479-8698 Fax: (970) 479-0055 MECHANICAL ENGINEER CIVIL ENGINEER FOR SEWER LINE SOILS ENGINEER / CIVIL ENGINEER HP Geotech Contact: Steve Pawlak 5020 County Road 154 Glenwood Springs, CO 81601 Phone: (970) 945-7988 Fax: (970) 945-8454 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 MUST BE THOROUGHLY REVIEWED BY CONTRACTOR PRIOR TO SUBMITTING TO ARCHITECT TO MAKE SURE THEY ARE ACCURATE AND MEET DESIGN INTENT. 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. ARCHITECT WILL TRY TO IDENTIFY ANY DISCREPENCIES IN SHOP DRAWINGS, BUT CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR SHOP DRAWING ACCURACY. G. THE BUILDING INSPECTOR SHALL BE NOTIFIED BY THE CONTRACTOR WHEN THERE IS NEED OF INSPECTION AS REQUIRED BY THE 2009 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 DISCREPENCIES OF DRAWINGS OF EXISTING HOUSE AND ASSUMPTIONS. GENERAL NOTES KRM Consultants Inc. Contact: Tim Hennum P.O. Box 4572 Vail, CO 81658 Office: (970) 949-9391 Fax: (970 949-0839 krm@krmconsultants.com Ceres+ Landscape Architecture Contact: Scott Sones P.O. Box 2134 Eagle, CO 81631 Phone: (970) 949-3286 Fax: (970) 262-2162 studio@ceres-plus.com Rader Engineering Contact: Drew Rader 40690 Hwy. 6 Suite E-1 Avon, CO 81620 Phone: (970) 845-7910 Fax: (970 845-7522 drader@raderengineering.com Marcin Enigineering, LLC Contact: Brad Stempihar 101 Eagle Rd. Ste.#5 PO Box 1062 Avon, CO 81620 Phone: (970) 748 0274 Fax: (970) 748 9021 brad@marcinengineering.com GORE CREEK PROPERTIES, LLC Owner Representative: Ben Maxwell 1225 17th Street Suite 2420 Denver, CO 80202-5505 Phone: (720) 220-7642 ben@hmcapitalgroup.com WETLANDS CONSULTANT HP Geotech Contact: Jason Deem 240 Annie Road P.O. Drawer 1887 Silverthorne, CO 80498 Phone: (970) 468-1989 Ext. 304 Fax: 970-468-5891 jdeem@hpgeotech.com 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 1/4" = 1'-0" 12/15/2014 10:53:50 AM A1.0 COVER SHEET AG HB GORE CREEK RESIDENCES 12/15/14 223 BEAVER DAM RD, VAIL, CO 81657 VAIL VILLAGE FILING 1, BLOCK 7, LOT 39 FINAL DRB SET GORE CREEK RESIDENCES 223 BEAVER DAM RD, VAIL, CO 81657 VAIL VILLAGE FILING 1, BLOCK 7, LOT 39 12/15/14 FINAL DRB SET A1.0 COVER SHEET SURVEY LANDSCAPE DRAWINGS L-100 SITE PLAN L-101 PLANTING PLAN ARCHITECTURAL DRAWINGS A2.0 SITE PLAN A2.1 AREA CALCS A2.2 DEMO PLAN A2.3 LANDSCAPE 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 3D VIEWS A6.5 DETAILS A6.7 DETAILS A7.2 FIREPLACE SHEET A8.0 WINDOW AND DOOR SCHEDULE A8.1 WINDOW AND DOOR DETAILS A10.0 ELECTRICAL SCHEDULE AND NOTES A10.1 LOWER LEVEL REFLECTED CEILING PLAN A10.2 MAIN LEVEL REFLECTED CEILING PLAN A10.3 UPPER LEVEL REFLECTED CEILING PLAN CIVIL DRAWINGS C-1 SEWER PLAN AND PROFILE CODE: 2012 IRC, 2012 IECC OCCUPANCY TYPE: TWO-FAMILY DWELLING 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. Propsed average U-Factor is ____ per window manufaturer window shop drawing average. *Note - Upon approval from Architect the Contractor may use alternate insulation materials other than blown-in cellulose insulation to achieve equal R-values Ceilings - Requirement of R-49 which is reduced to R-38 per N1102.2.1 since the construction techniques provide a full R-38 insulation value over the wall top plate. The design provides a full R-38 insulation value over the wall top plate as follows: 1. 14" TJI Roof Assembly - Provides R-62.4 per the 5/8" plywood over 14" TJI with 4” minimum of 2# closed cell spray foam insulation with an R value of 6.6 per inch and 10” of with blown-in cellulose insulation with R3.6 per inch equaling R-62.4 with GWB ceiling with a full R-38 assembly provided over top plate Walls - Requires R-20: Providing R-25.8 per the sum of the provided R values of the typical 2x6 wood framing wall assembly with 3/4" wood siding, copper panels, or 6" stone veneer, 1/2" structural exterior sheathing, with 2” minimum of 2# closed cell spray foam insulation 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, and 5/8" drywall exceeds the requirement. Basement Walls - Requires R-15 of continuous insulation or R-19 cavity insulation : Providing R-19.9 per the sum of the provided R values of the R-10 2" rigid foam insulation drainage board over the concrete wall with 2x wood furring set 1/2" off concrete with 1 1/2" of 2# closed cell spray foam insulation with R-9.9 (R- 6.6 per inch) and 5/8" drywall exceeds the requirement. Note: R-20 exterior insulation is provided at all below grade conditions. Basement Slab - Requires R-15 for 4' (since the slab is heated)- Providing R-20 per the sum of the R-10 exterior insulation from T.O. footing to grade, and the R- 10 2" rigid insulation continuous under the topping slab. ADDITIONAL REQUIREMENTS PER TOWN OF VAIL CODE AMENDMENTS: ROOF COVERING: Meets Section 1505.6 of the Town of Vail Code- The standing seam metal 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 water service documents from mechanical engineer. See Architectural Drawings for fixture locations. MECHANICAL: See mechanical documents from mechanical engineer. ELECTRICAL: See load calculations from mechanical engineer for service and electric panel sizing No. Revision Description Revision Date DRB APPROVED 2/18/2015 12:00:00 AM