The URL can be used to link to this page

Home My WebLink AboutDRB160032_Approved - Proposed plan set_1456263360.pdfBuilding Code: Town of Vail 2012 IRC, 2012 IECC Occupancy Type: Single Family 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. The Jeld-Wen windows and Weiland doors with triple glazed low E glazing (low E on 2 surfaces) exceed this requirement - average U-Factor _________. See 8 1/2 x 11 Building Permit Application Summary for Manufacturer's summary of U values. 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 - 11 7/8” Wood I-Joist Roof Assembly provides total of R85.05 per the following assembly: 5/8" plywood over 5 1/2" polyiso insulation panel of R-36.3 (R-6.6 per inch) over 5/8" plywood over 2” 2 pound spray foam of R-13.2 (R-6.6 per inch) and 11 7/8” joist filled with a blown in cellulose insulation of R-35.55 per 9.875" (R-3.6 per inch) over GWB ceiling. Basement Walls Insulation - Requires R-15 of continuous insulation or R-19 cavity insulation: Provide R32.2 per the following assembly: R-10 2” rigid foam insulation panel (R-5 per inch) over the 13" concrete wall over 2” 2 pound spray foam insulation of R-13.2 (R-6.6 per inch) and R-9 at 2x4 wood furring with 2 1/2" blown in cellulose insulation (R-3.6 per inch) and 5/8" drywall. Exterior Walls Insulation - Requires R-20: Provide R41.475 per the following assembly: 5/8” ply over 2 3/8” polyiso insulation panel with R-15.675 (R-6.6 per inch) over 2" of 2 pound spray foam with R-13.2 (R-6.6 per inch) and 3 1/2" cavity wall blown-in cellulose insulation with R-12.6 (R-3.6 per inch) over 5/8” drywall. Floor Insulation - Requires R-30: The building has been designed with a conditioned and finished basement space. Provide R-48.75 at the floor/ceiling assembly @ pantry per R-13.2 2"closed cell spray foam insulation (R6.6 per inch) and 9.875” of blown in blanket fiberglass with R-35.55 (R-3.6 per inch) (12" TJI structure typ.). Basement Slab - Requires R-15 for 4' horizontally under slab (since the slab is heated). Provide R20 with R10 continuous 2" rigid insulation under the slab and R10 2” at exterior of foundation wall. 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 drawings and documents from Mechanical Engineer ELECTRICAL: See load calculations from Electrical Engineer for service and electric panel sizing ENERGY EFFICIENCY: Blower door test required RADON MITIGATION SYSTEM PROVIDE DESIGN-BUILD ENGINEERING AND CONSTRUCTION OF A PASSIVE RADON MITIGATION SYSTEM FOR THE PROJECT TO WHICH AN INLINE FAN COULD BE ADDED LATER IF REQUIRED PER THE FOLLOWING CRITERIA AND AS REQUIRED TO MAINTAIN RADON LEVELS AT THE MECHANICAL ROOM, LOWER LEVEL AND HOUSE BELOW EPA AND OTHER GOVERNMENT STANDARDS. THE RADON MITIGATION SUBCONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE VAPOR BARRIER INSTALLATION AND THE ELECTRICIAN FOR AN ELECTRICAL JUNCTION BOXES AT THE LOCATIONS DETERMINED BY THE RADON MITIGATION SUBCONTRACTOR FOR THE POTENTIAL FUTURE FANS. AT A MINIMUM, THE FOLLOWING SYSTEMS/SERVICES WILL BE PROVIDED AS PART OF THE BASE BID BY THE RADON MITIGATION SUB CONTRACTOR. - SEALING OF THE LOWER LEVEL CONCRETE SLAB TO THE FOUNDATION WALLS - SEALING OF ALL PLUMBING AND OTHER PENETRATIONS THROUGH THE CONCRETE SLABS AND THROUGH THE BELOW GRADE PORTIONS OF THE FOUNDATION WALL - LOCATIONS & INSTALLATION OF PIPES, PORTS, AND OPENINGS IN THE SLAB FOR SLAB DEPRESSURIZATION SYSTEM. - PROVIDE PASSIVE VENT PIPE SYSTEM WHICH RUNS FROM THE SLAB PENETRATION LOCATIONS(S) TO THE OUTSIDE IN ACCORDANCE WITH THE EPA STANDARDS. THE VENTS SHALL BE RUN WITHIN THE INTERIOR OR EXTERIOR WALLS TO A LOCATION(S) HIGH ON THE ROOF. COORDINATE VENT LOCATIONS WITH ARCHITECT AND/OR OWNER - PROVIDE POWER ADJACENT TO SLAB VENT PENETRATIONS FOR POTENTIAL FUTURE INLINE FAN LOCATION INCLUDING ALL REQUIRED ROUGH IN WIRING AND JUNCTION BOXES, IN THE EVENT THAT A FAN IS REQUIRED TO BE INSTALLED - PROVIDE PROVISIONS FOR A SYSTEM FAILURE INDICATOR, INCLUDING ALL REQUIRED ROUGH-IN WIRING, AND JUNCTION BOXES, IN THE EVENT THAT A FAN IS REQUIRED TO BE INSTALLED. - PERFORM RADON TESTING AFTER THE HOME/PASSIVE SYSTEM IS COMPLETE TO DETERMINE IF THE HOME PASSES OR IF AN ACTIVE SYSTEM IS REQUIRED IN ORDER TO MAINTAIN RADON BELOW EPA AND OTHER GOVERNMENTAL STANDARDS. - IF AN ACTIVE SYSTEM IS REQUIRED, PERFORM FOLLOW UP RADON TESTING AFTER THE SYSTEM IS COMPLETE TO DETERMINE IF RADON HAS BEEN MITIGATED - PROVIDE AND INLINE FAN IF ACTIVE SYSTEM IS REQUIRED. PROVIDE OTHER EQUIPMENT AND SYSTEM AS REQUIRED TO PROVIDE A FUNCTIONAL RADON MITIGATION SYSTEM FOR THE UNITS. CONTRACTOR TO COORDINATE INSTALLATION OF THE 10 MIL VAPOR BARRIER UNDER THE SLAB INCUDING THE SEALING OF ALL JOINTS, ALL PLUMBING OR MECHANICAL OR OTHER PENETRATIONS AND THE SEALING AND MECHANICAL FASTENING OF THE VAPOR BARRIER TO THE EXTERIOR CONCRETE FOUNDATION WALLS. RE: OUTLINE SPEC FOR MORE DETAILS DATUM: 0' - 0" = 8300' - 0" PROPOSED SQUARE FOOTAGE ANALYSIS: 3090 Booth Creek Drive, VAIL, CO Zone District: Two-Family Primary/Secondary Residential ( PS ) Lot is .3.28 acres, equal to 14,288 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 1,629 SF .13 SF per 1 SF of site area > 10,000 SF of site area 6,026 x 0.13 equals 0 SF _______________________________________________________________________ ________ Total Allowed Gross Residential Floor Area (GRFA) for entire lot 6,229 SF Proposed Square Footage Summary (Both Sides of Duplex Combined) Habitable SF GRFA Lower Level 2,247.25 SF 1,168.4 SF *1 Main Level 2,266.5 SF 2,266.5 SF Upper Level 2,139.5 SF 2,139.5 SF Garage area over 600 SF 0 SF Double height space__________________649 SF___________ Total 6653.25 SF 6,223.4 SF Total Remaining GRFA 5.6 SF *1 48% of the Lower Level wall is above existing or finished grade whichever was more restrictive, therefore 52% of the Lower Level SF is counted as GRFA (LOWER LEVEL HABITABLE 2,247 SF * .52 = 1,168.4 SF) NOTE- THESE NUMBER ARE APPROXIMATE UNTIL SUBGRADE AREA CALCS ARE COMPLETED Site Coverage Allowable Site Coverage is 20% of the lot 2,858 SF Proposed Site Coverage 2,818.5 SF Proposed Site Coverage for Roofs beyod 4' 34.00 SF Total Proposed Site Coverage 2,844.5 SF Total Remaining Site Coverage both sides 5.5 SF Landscape Area Lot Size 14,288 SF 60% Landscape Area Requirement 8,572.8 SF Lot Size 14,288 SF LESS Building Footprint / Driveway -5,092.5 SF Total Landscape Area 9,195.5 SF Total Hardscape Area Provided (8.3%) 1,666 SF Total Softscape Area Provided 7,529 SF Proposed driveway with snowmelt 2,282 SF Proposed snowmelt @ south patio/ Firepit 253.5 SF Proposed snowmelt zone to lower level 299 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 560 SF is provided. Parking Required per Chapter 10 Primary dwelling unit is more than 5,500 SF GRFA 5 spaces are required. 2 covered 9' x 18' (in garage) and 3 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 BoardOpposite 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 Jamb Switch JS 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 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 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 Shaeffer-Hyde Construction Contact: Travis Cremonese Box 373 Vail, CO 81658 Phone: (970) 845-5656 Fax: (970) Art and Lindsey Reimers 3090 Booth Creek Falls Vail, CO 81658 Ceres Landscape Contact: Scott Sones Address: Phone: 970-328-6080 Fax: 970-328-6084 Martin/Martin Contact: Sean Molloy Email: smolloy@martinmartin-mtn.com Address: 0101 Fawcett Road, Suite 260 PO Box 8896 Avon, CO 81620 Phone: 970-581-2546 Fax: 970-748-0722 Rader Engineering Contact: Drew Rader Email: drader@raderengineering.com Address: P.O. Box 8610 Avon, CO 81620 United States of America Phone: 970-845-7910 Hose Bib HB Joint JT 1/4" = 1'-0" 2/4/2016 1:48:58 PM 3090 BOOTH CREEK DR. VAIL, CO 3090 BOOTH CREEK DR. VAIL, CO A1.0 COVER SHEET CWF HB REIMERS RESIDENCE 02/04/2016 TOV DRB CHANGE TO APPROVED PLANS REIMERS RESIDENCE 02/04/2016 TOV DRB CHANGE TO APPROVED PLANS A1.0 COVER SHEET SURVEY LANDSCAPE DRAWINGS L1 LAYOUT PLAN L2 OVERALL LANDSCAPE PLAN ARCHITECTURAL DRAWINGS A2.0 SITE PLAN A2.2 AREA CALCS A3.0 FOUNDATION PLAN A3.1 LOWER LEVEL FLOOR PLAN A3.2 MAIN LEVEL FLOOR PLAN A3.3 UPPER LEVEL FLOOR PLAN A3.4 ROOF PLAN A4.1 NORTH ELEVATION A4.2 SOUTH ELEVATION A4.3 WEST ELEVATION A4.4 EAST ELEVATION A4.5 GARAGE ELEVATIONS A4.6 PERSPECTIVES - INTERIOR LIVING ROOM A4.7 PERSPECTIVES - INTERIOR KITCHEN 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 A5.8 BUILDING SECTIONS A5.9 BUILDING SECTIONS A5.10 BUILDING SECTIONS A6.1 FOUNDATION DETAILS A6.2 FOUNDATION DETAILS A6.3 FOUNDATION DETAILS A6.4 FOUNDATION DETAILS A6.5 FOUNDATION DETAILS A6.6 SHADE POCKET AND LIFT & SLIDE DOOR DETAILS A6.7 WALL DETAILS A6.8 DECK AND HANDRAIL DETAILS A6.9 ROOF DETAILS A6.10 ROOF DETAILS A7.1 FIREPLACE DETAILS - LOWER LEVEL AND HEARTH ROOM A7.2 FIREPLACE DETAILS - OUTDOOR A7.3 FIREPLACE DETAILS - LIVING ROOM A7.4 STAIR DETAILS A7.5 STAIR DETAILS A7.6 STAIR DETAILS A7.7 STAIR DETAILS A7.8 STAIR DETAILS A8.0 WINDOW AND DOOR SCHEDULE A8.1 WINDOW AND DOOR DETAILS A9.1 INTERIOR ELEVATIONS - BATHROOM #5 AND LAUNDRY ROOM A9.2 INTERIOR ELEVATIONS - KITCHEN A9.3 INTERIOR ELEVATIONS - MASTER BATHROOM A9.4 INTERIOR ELEVATIONS - BATHROOM #2 AND LAUNDRY ROOM A9.5 INTERIOR ELEVATIONS - BATHROOM #3 AND BATHROOM #4 A9.6 INTERIOR ELEVATIONS - MUDROOM AND OFFICE #2 A9.7 INTERIOR ELEVATIONS - WET BAR A10.0 ELECTRICAL SCHEDULE & NOTES A10.1 LOWER LEVEL RCP A10.2 MAIN LEVEL RCP A10.3 UPPER LEVEL RCP STRUCTURAL DRAWINGS S100 FOUNDATION PLAN S101 LOWER LEVEL PLAN S102 MAIN LEVEL PLAN S103 UPPER LEVEL PLAN S014 ROOF PLAN S301 CONCRETE DETAILS No. Revision Description Revision Date DRB APPROVED 2/23/2016 12:00:00 AM E12' E08' E06' E08' E06' E04' E02' E02' E04' E02' E14' E14' E12'BOOTH CREEK DRI VE (40' R.O.W)LOT 9 LOT 7 TRACT C 06 T GGGG GGGGG G G G G G G G XX bs:8.83 ts:10.58' bs:11.4' 10.18' bs:8.49' bw:8.0' 9.5' 9.5' 8.0' bw:4.0' 4.75' (4.75') 9.0' 11.0' bs:2.11' bw:4'-0" bw:6.0' 9.0' 6.0' bw:2.0' 6.0' bw:3.0' bw:3.0' bw:4.0' bw:8.0' bw:8.0' bw:6.0' bw:2.0' 6.0' bw:3.0' 7.0' 10.94' tw:8.0' bw:2.0' tw:10.5' 12% 8% 8.42' 5.8% bw:6.0' 3.9% 4.8% bw:4'-0" 6.1% 10.18' HP 9.45' 7.5' 8.0' bs:10.31' 4.6% tw:10.0' tw:6.0' di:10.2 7.75' tw:6.0' 9.0' 4 E10' E10' 4.) LANDSCAPE AREA CALCULATIONS: SEE COVER SHEET 5.) SNOW STORAGE CALCULATIONS: IF DRIVE WAY IS HEATED 10% OF THE TOTAL DRIVEWAY ARE MUST BE SNOW STORAGE TOTAL HEATED DRIVEWAY AREA= 2,385 SF THEREFORE 238.5 SF IS NEEDED FOR SNOW STORAGE TOTAL SNOW STORAGE AREA PROVIDED= 250 SF, WHICH EXCEEDS THE REQUIREMENT OF 238.5 SF. 6.) TOTAL NUMBER OF TREES BEING REMOVED IS 18: (TREES BEING REMOVED ALSO SHOWN ON LANDSCAPE PLAN) 12 DECIDUOUS 6 CONIFEROUS 7.) SEE MAIN LEVEL FLOOR PLAN FOR ADDITIONAL GRADE / PATIO / DRIVEWAY / WALL ELEVATION NOTES. 8.) ALL AREA DRAINS AND DOWNSPOUT ARE TO BE HARDPIPE TO DAYLIGHT. 9.) SEE A3.0 AND A3.1 FOR MICRO GRADING AT BUILDING EDGE AND AT PATIOS. CORE DRILL #1 CORE DRILL #2 11' - 10 1/4" LOWER LEVEL 8301' - 6 1/4" MAIN LEVEL 8311' - 11 1/4" UPPER LEVEL 8323' - 11 1/4" PLANTER W/ 3" LIP. PAINT TO MATCH STL. ON HOUSE 6" STEP @ DOOR 1" STEP @ FRONT DOOR (3) 6" STEPS @ FRONT ENTRY (2) LARGE SPRUCE TREES TO BE REMOVED LINE OF DECK ABOVE LINE OF DECK ABOVE 1" 3 1/2" FLAGSTONE FRONT ENTRY AND GARAGE DOOR APRON SNOWMELTED - 459 SF SNOWMELT ZONE IN FRONT OF LIFT AND SLIDE DOORS - 81 SF SNOWMELT ZONE @ FIREPIT SHOWN W/ DIAGONAL HATCH - 172.5 SF SNOWMELT ZONE TO LOWER LEVEL WET STORAGE - 299 SF ELECTRIC METER AND DISCONNECT CLOSET GAS METER PAINTED TO MATCH STONE VENEER (4) ASPEN TREES TO BE REMOVED (5) ASPEN TREES TO BE REMOVED 3 CONIFER TREES TO BE REMOVED (3) ASPEN TREES TO BE REMOVED (1) CONIFER TREES TO BE REMOVED 100 YEAR FLOOR PLAIN LINE 8303' - 3 1/4" 4' - 6" PHONE PEDESTAL PHONE PEDESTAL W W W W W W T E E E E E G G G T T T T T T S S S S S S S S PHONE PEDESTAL W W W W W W W PROPERTY LINE PROP E RT Y L INE PRO PERTY LIN E PROPERTY LINE PROPERTY LI NE ELECTRICAL TRANSFORMER 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" DISCHARGE SITE DRAINAGE AND DAY LIGHT DOWN SPOUT DRAIN PIPE. PROVIDE COBBLE DISCHARGE AREA TO PREVENT EROSION. DAYLIGHT FOUNDATION PERIMETER DRAIN @ 8300.5' LI MIT OF DISTURBANCE LI MI T OF DISTURBANCE LIMIT OF DISTURBANCE GAS LINE CONNECTION DRIVEWAY IN R.O.W. TO SEPARATE HEATING ZONE. ARE SHOWN WITH DIAGONAL HATCH PATTERN. 272 SF SNOW STORAGE AREA SHOWN W/ CROSSHATCH. NO REQUIRED SNOW STORAGE WILL BE PROVIDED IN T.O.V. RIGHT OF WAY SURFACE PARKING (9' X 19') SURFACE PARKING (9' X 19') SUR FACEPARKING(9' X 19') COMBINED HEATED PAVER CONCRETE DRIVEWAY = 1857 SF EDGE OF EXI STI NG ROAD 3090 BOOTH CREEK RD. BOULDER ADDRESS MARKER W/ LIGHTING TO BE MAX 3' TALL AND 6' MIN FROM THE EDGE OF ASPHALT. SEE DETAIL 1/ A2.1B A REVOCABLE R.O.W. PERMIT WILL BE REQUIRED FOR IMPROVEMENTS WITHIN R.O.W. (HEATED DRIVEWAY, LANDSCAPING, ADDRESS MARKER) WATER TAP CONNECTION PROVIDE SILT FENCING @ THE LIMIT OF DISTURBANCE DOWN HILL OF CONSTRUCTION AND IN PATHS OF DRAINAGE PRIOR TO EXCAVATION. CENTERLINE OF DRIVEWAY ENCLOSEDPARK ING(8' X 19')ENC LOSED PA R KING (8' X 19') LINE FO SITE DISTANCE REQUIREMENTS - FORWARD PARKING IS PROPOSED, THEREFOR THERE SHOULD BE NO SITE OBSTRUCTIONS WITHIN 10' FROM EDGE OF PAVEMENT AND 250' IN EACH DIRECTION. 15' SIDE SETBACK 20' F R ON T S E T B A C K 20' FRONT SETBACK 1 5' SIDE SETBACK 15' REAR SETBACK 4'-0" UNHEATED CONCRETE PAN (TYP.) BUILDING FOOT PRINT OF EXISTING HOUSE LARGE BUFF FLAGSTONE PIECES, MORTAR SET, 36" - 48" DIA. (TYP) CONCRETE PAVERS WITH A SOLDIER EDGING COURSE; COLOR AND SIZE TBD (TYP) LIMITS OF DISTURBANCE LAWN AREA BUILT-IN GRILL AND COUNTER (TYP) BOULDER GARDEN WITH PERENNIAL PLANTINGS; BOULDER WALLS MAX 4'-0"; IRRIGATION (TYP) TRANSITIONAL PLANTING INCORPORATING WILDFLOWERS TO WETLAND SEDGES. CONCRETE STRUCTURAL WALL FOR CANTILEVER TERRACE SUPPORT; RE: STRUCT. BOULDER RETAINING UNDER THE CANTILEVERED TERRACE DASHED PROPOSED CONTOURS DASHED UNDER CANTILEVERED TERRACE. GAS FIRE PIT; SPEC TBD CANTILEVERED CONC. DECK OVER EXISTING FLOODPLAIN WITH STEEL RAILING; IRREGULAR FLAGSTONE FINISH (TYP) STONE VENEER STRUCTURAL WALL; STONE TO MATCH HOUSE WITH 3" BUFF STONE CAP. MAX HEIGHT 6'-0" (TYP). RECTANGULAR BOULDER WALL; MAX HEIGHT 4'-0" (TYP). IRREGULAR STONE STEPS THROUGH BOULDER GARDEN. (15) STEPS @ 6" RISERS (TYP) IRREGULAR STONE STEPS TO LAWN AREA. (3) STEPS @ 6" RISERS (TYP). RE: LANDSCAPE PLANS CONC. SLAB RE: LANDSCAPE PLANS STONE VENEER STRUCTURAL WALL W/ HANDRAIL. STONE TO MATCH HOUSE WITH 3" BUFF STONE CAP. 3" BUFF STONE SLABS; SZ. 18"-30" DIA. WITH PLANTED JOINTS. RE: LANDSCAPE PLANS BOULDERS INTERMIXED WITH PERENNIAL PLANTINGS AND ORNAMENTAL GRASSES BOULDERS WITH PERENNIAL PLANTINGS, IRRIGATION (TYP) CUT STONE ENTRY LANDING AND STAIRS, MORTAR SET, STONE TO MATCH HOUSE STONE. WATERFALL CLIFFS GORE RANGE GORE RANGE T BUILDING FOOTPRINT OF EXISTING HOUSE E06 T.O. STRUCTURE @ 8336' - 6" T.O. EXISTING GRADE @ 8307' - 10 1/4" 8% 4" 4" 6" STEP @ LANDING A/C CONDENSER UNIT LOCATION A/C UNIT DOW N UP T.O. PATIO @ 11' - 11 1/4" T.O. PATIO @ 11' - 10 1/4" 11' - 10 1/4" @ DOOR 11' - 7 1/4" @ DOOR 11' - 7 3/4" @ DOOR T.O. PATIO @ 11' - 8 1/8" T.O. STAIR @ 11' - 8 3/4" T.O. PATIO @ 11' - 6 1/2" T.O. PATIO @ 11' - 5 7/8" T.O. STAIR @ 11' - 5 7/8" 1% 1% T.O. PATIO @ 9' - 5 3/8" 9' - 7 1/8" @ DOOR 6" 10' - 1 1/8" @ GARAGE DOOR 1" 10' - 3 3/8" @ B.O. STAIR 04 06 08 10 12 14 14 14.5 10 10 08 10 08 04 06 1% 1% 1% 2% 1% 1% 08 08 04 06 LIMITS OF DISTURBANCE DATUM: 0' - 0" = 8300' - 0" PROPOSED SQUARE FOOTAGE ANALYSIS: 3090 Booth Creek Drive, VAIL, CO Zone District: Two-Family Primary/Secondary Residential ( PS ) Lot is .3.28 acres, equal to 14,288 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 1,629 SF .13 SF per 1 SF of site area > 10,000 SF of site area 6,026 x 0.13 equals 0 SF _______________________________________________________________________ ________ Total Allowed Gross Residential Floor Area (GRFA) for entire lot 6,229 SF Proposed Square Footage Summary (Both Sides of Duplex Combined) Habitable SF GRFA Lower Level 2,247.25 SF 1,168.4 SF *1 Main Level 2,266.5 SF 2,266.5 SF Upper Level 2,139.5 SF 2,139.5 SF Garage area over 600 SF 0 SF Double height space__________________649 SF___________ Total 6653.25 SF 6,223.4 SF Total Remaining GRFA 5.6 SF *1 48% of the Lower Level wall is above existing or finished grade whichever was more restrictive, therefore 52% of the Lower Level SF is counted as GRFA (LOWER LEVEL HABITABLE 2,247 SF * .52 = 1,168.4 SF) NOTE- THESE NUMBER ARE APPROXIMATE UNTIL SUBGRADE AREA CALCS ARE COMPLETED Site Coverage Allowable Site Coverage is 20% of the lot 2,858 SF Proposed Site Coverage 2,818.5 SF Proposed Site Coverage for Roofs beyod 4' 34.00 SF Total Proposed Site Coverage 2,844.5 SF Total Remaining Site Coverage both sides 5.5 SF Landscape Area Lot Size 14,288 SF 60% Landscape Area Requirement 8,572.8 SF Lot Size 14,288 SF LESS Building Footprint / Driveway -5,092.5 SF Total Landscape Area 9,195.5 SF Total Hardscape Area Provided (8.3%) 1,666 SF Total Softscape Area Provided 7,529 SF Proposed driveway with snowmelt 2,282 SF Proposed snowmelt @ south patio/ Firepit 253.5 SF Proposed snowmelt zone to lower level 299 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 560 SF is provided. Parking Required per Chapter 10 Primary dwelling unit is more than 5,500 SF GRFA 5 spaces are required. 2 covered 9' x 18' (in garage) and 3 uncovered 9' x 19' parking spaces are provided. 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 As indicated 2/4/2016 1:49:06 PM 3090 BOOTH CREEK DR. VAIL, CO A2.0 SITEPLAN CWF HB REIMERS RESIDENCE 02/04/2016 TOV DRB CHANGE TO APPROVED PLANS NORTH 0' 10' 20' 30' 1/8" = 1'-0" 1 SITE PLAN No. Revision Date Revision Description 1 FEBRUARY 4, 2016 CHANGES TO APPROVED DRB * BUILDING WAS ELEVATED 5 1/2" TO MITIGATE HIGH GROUND WATER TAB;LE. * MAIN LEVEL PATIO ADDED A DROPPED AND CANTILEVERED DECK. DRB APPROVED 2/23/2016 12:00:00 AM E12' E08' E06' E08' E06' E04' E02' E02' E04' E02' E14' E14' E12'BOOTH CREEK DRI VE (40' R.O.W)LOT 9 LOT 7 TRACT C 0608TGGGG GGGGGGGG G GGG XXUTILITY EASEMENT 20.00' bs: 8.5 ts:10.0 11.0 8.5 8.5 bs: 8.1 bw:8.0 9.5 9.5 8.0 bw:4.0 4.75 (4.75) 9.0 11.1 ts:11.0 bs:2.3 bw:4.0 tw:9.5 bs:9.5 ts:11.0 ts:11.0 6.9 9.0 bs:9.8 6.5 9.0 9.09.0 5.0 bw:2.0 6.0 bw:3.0 bw:3.0 bw:3.0 6.0 bw:8.0 bw:8.0 9.3 bw:6.0 bw:2.0 6.3 bw:4.5 bw:4.0 7.5 10.5 10.5 11.0 tw:8.0 bw:2.0 tw:10.5 12% 8% 8.42 4.5% tw: 11.5 8 10 8 6 4 8 6 4 6 8 6 8 4 4 42 4 10 6 4 8 4 4 6 8 8 8 10 10 12 14 12 6 8 E10' E10' PP P4.) LANDSCAPE AREA CALCULATIONS: SEE COVER SHEET 5.) SNOW STORAGE CALCULATIONS: IF DRIVE WAY IS HEATED 10% OF THE TOTAL DRIVEWAY ARE MUST BE SNOW STORAGE TOTAL HEATED DRIVEWAY AREA= 2,385 SF THEREFORE 238.5 SF IS NEEDED FOR SNOW STORAGE TOTAL SNOW STORAGE AREA PROVIDED= 250 SF, WHICH EXCEEDS THE REQUIREMENT OF 238.5 SF. 6.) TOTAL NUMBER OF TREES BEING REMOVED IS 18: (TREES BEING REMOVED ALSO SHOWN ON LANDSCAPE PLAN) 12 DECIDUOUS 6 CONIFEROUS 7.) SEE MAIN LEVEL FLOOR PLAN FOR ADDITIONAL GRADE / PATIO / DRIVEWAY / WALL ELEVATION NOTES. 8.) ALL AREA DRAINS AND DOWNSPOUT ARE TO BE HARDPIPE TO DAYLIGHT. 9.) SEE A3.0 AND A3.1 FOR MICRO GRADING AT BUILDING EDGE AND AT PATIOS. CORE DRILL #1 CORE DRILL #2 11' - 9 3/4" LOWER LEVEL 8300' - 11 3/4" MAIN LEVEL 8311' - 5 3/4" UPPER LEVEL 8323' - 5 3/4" STL.PLANTER W/ 3" LIP. PAINT TO MATCH STL. ON HOUSE 3/4" STEP @ DOOR 1" STEP @ FRONT DOOR (3) 6" STEPS @ FRONT ENTRY (2) LARGE SPRUCE TREES TO BE REMOVED LINE OF DECK ABOVE LINE OF DECK ABOVE 3/4" 3/4" FLAGSTONE FRONT ENTRY AND GARAGE DOOR APRON SNOWMELTED - 459 SF SNOWMELT ZONE IN FRONT OF LIFT AND SLIDE DOORS - 81 SF SNOWMELT ZONE @ FIREPIT SHOWN W/ DIAGONAL HATCH - 172.5 SF SNOWMELT ZONE TO LOWER LEVEL WET STORAGE - 299 SF ELECTRIC METER AND DISCONNECT CLOSET GAS METER PAINTED TO MATCH STONE VENEER (4) ASPEN TREES TO BE REMOVED (5) ASPEN TREES TO BE REMOVED 3 CONIFER TREES TO BE REMOVED (3) ASPEN TREES TO BE REMOVED (1) CONIFER TREES TO BE REMOVED 100 YEAR FLOOR PLAIN LINE8302' - 8 3/4" 4' - 6" PHONE PEDESTAL PHONE PEDESTAL W W W W W W T E E E E E G G G T T T T T T S S S S S S S S PHONE PEDESTAL W W W W W W W PROPERTY LINE P R OP ERTY L INE P ROPERT Y LINE PROPERTY LINEPROPERTY LI NEELECTRICAL TRANSFORMER T.O. STRUCTURE @ 8339' - 0 3/8" T.O. EXISTING GRADE @ 8307' - 7" T.O. STRUCTURE @ 8339' - 0 3/8" T.O. EXISTING GRADE @ 8307' - 2" T.O. STRUCTURE @ 8339' - 1 5/8" T.O. EXISTING GRADE @ 8306' - 7" T.O. STRUCTURE @ 8338' - 3 1/4" T.O. EXISTING GRADE @ 8307' - 7 3/8" *1A *2A *3A *4A *5A *6A T.O. STRUCTURE @ 8338' - 8 5/8" T.O. EXISTING GRADE @ 8307' - 1" T.O.STRUCTURE @ 8338' - 8 5/8" T.O. EXISTING GRADE @ 8307' - 10 1/4" DISCHARGE SITE DRAINAGE AND DAY LIGHT DOWN SPOUT DRAIN PIPE. PROVIDE COBBLE DISCHARGE AREA TO PREVENT EROSION. DAYLIGHT FOUNDATION PERIMETER DRAIN @ 8300.5'LIMIT OF DISTURBANCEL I MIT O F DISTURBAN CE LIMIT OF DISTURBANCE GAS LINE CONNECTION DRIVEWAY IN R.O.W. TO SEPARATE HEATING ZONE. ARE SHOWN WITH DIAGONAL HATCH PATTERN. 272 SF SNOW STORAGE AREA SHOWN W/ CROSSHATCH. NO REQUIRED SNOW STORAGE WILL BE PROVIDED IN T.O.V. RIGHT OF WAY SURFACE PARKING(9' X 19')SURFACEPARKING(9' X 19')SURF ACE PARK ING(9' X 19')COMBINED HEATED PAVER CONCRETE DRIVEWAY = 1857 SF EDGE OF EXI STI NG ROAD3090 BOOTH CREEK RD. BOULDER ADDRESS MARKER W/ LIGHTING TO BE MAX 3' TALL AND 6' MIN FROM THE EDGE OF ASPHALT. SEE DETAIL 1/ A2.1B A REVOCABLE R.O.W. PERMIT WILL BE REQUIRED FOR IMPROVEMENTS WITHIN R.O.W. (HEATED DRIVEWAY, LANDSCAPING, ADDRESS MARKER) WATER TAP CONNECTION PROVIDE SILT FENCING @ THE LIMIT OF DISTURBANCE DOWN HILL OF CONSTRUCTION AND IN PATHS OF DRAINAGE PRIOR TO EXCAVATION. CENTERLINE OF DRIVEWAY ENCLOSED PARK ING (8'X19')ENCLOSED PARK ING(8' X 19')LINE FO SITE DISTANCE REQUIREMENTS - FORWARD PARKING IS PROPOSED, THEREFOR THERE SHOULD BE NO SITE OBSTRUCTIONS WITHIN 10' FROM EDGE OF PAVEMENT AND 250' IN EACH DIRECTION. 1 5' S ID E SETBAC K 20' F RO N T S ET B A C K 20' FRONT SETBACK1 5' SIDE SETBACK 15' REAR SETBACK4'-0" UNHEATED CONCRETE PAN (TYP.) BUILDING FOOT PRINT OF EXISTING HOUSE LARGE BUFF FLAGSTONE PIECES, MORTAR SET, 36" - 48" DIA. (TYP) CONCRETE PAVERS WITH A SOLDIER EDGING COURSE; COLOR AND SIZE TBD (TYP) LIMITS OF DISTURBANCE LAWN AREA BUILT-IN GRILL AND COUNTER (TYP) BOULDER GARDEN WITH PERENNIAL PLANTINGS; BOULDER WALLS MAX 4'-0"; IRRIGATION (TYP) TRANSITIONAL PLANTING INCORPORATING WILDFLOWERS TO WETLAND SEDGES. CONCRETE STRUCTURAL WALL FOR CANTILEVER TERRACE SUPPORT; RE: STRUCT. BOULDER RETAINING UNDER THE CANTILEVERED TERRACE DASHED PROPOSED CONTOURS DASHED UNDER CANTILEVERED TERRACE. GAS FIRE PIT; SPEC TBD CANTILEVERED TERRACE OVER EXISTING FLOODPLAIN WITH GLASS RAILING; IRREGULAR FLAGSTONE FINISH (TYP) STONE VENEER STRUCTURAL WALL; STONE TO MATCH HOUSE WITH 3" BUFF STONE CAP. MAX HEIGHT 6'-0" (TYP). RECTANGULAR BOULDER WALL; MAX HEIGHT 4'-0" (TYP). IRREGULAR STONE STEPS THROUGH BOULDER GARDEN. (15) STEPS @ 7" RISERS (TYP) CANTILEVERED TERRACE OF EXISTING FLOODPLAIN WITH GLASS RAILING; IRREGULAR FLAGSTONE FINISH. IRREGULAR STONE STEPS TO LAWN AREA. (3) STEPS @ 6" RISERS (TYP) IRREGULAR FLAGSTONE TERRACE, MORTAR SET; STONE TO MATCH HOUSE VENEER STONE VENEER STRUCTURAL WALL W/ HANDRAIL. STONE TO MATCH HOUSE WITH 3" BUFF STONE CAP. 3" BUFF STONE SLABS; SZ. 18"-30" DIA. WITH PLANTED JOINTS. BOULDERS INTERMIXED WITH PERENNIAL PLANTINGS AND ORNAMENTAL GRASSES BOULDERS WITH PERENNIAL PLANTINGS, IRRIGATION (TYP) CUT STONE ENTRY LANDING AND STAIRS, MORTAR SET, STONE TO MATCH HOUSE STONE. WATERFALL CLIFFSGORE RANGEGORE RANGET BUILDING FOOTPRINT OF EXISTING HOUSE 4 ' - 0" 1% PROPOSED SQUARE FOOTAGE ANALYSIS: 3090 Booth Creek Drive, VAIL, CO Zone District: Two-Family Primary/Secondary Residential ( PS ) Lot is .3.28 acres, equal to 14,288 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 1,629 SF .13 SF per 1 SF of site area > 10,000 SF of site area 6,026 x 0.13 equals 0 SF _______________________________________________________________________________ Total Allowed Gross Residential Floor Area (GRFA) for entire lot 6,229 SF Proposed Square Footage Summary (Both Sides of Duplex Combined) Habitable SF GRFA Lower Level 2,247.25 SF 902.5 SF *1 Main Level 2,258.5 SF 2,258.5 SF Upper Level 2,139.5 SF 2,139.5 SF Garage area over 600 SF 0 SF Double height space___________________________649 SF___________ Total 6645.25 SF 5949.5 SF Total Remaining GRFA 279.5 SF *1 59% of the Lower Level wall is above existing or finished grade whichever was more restrictive, therefore 41% of the Lower Level SF is counted as GRFA (LOWER LEVEL HABITABLE 2,247 SF * .41 = 902.5 SF) NOTE- THESE NUMBER ARE APPROXIMATE UNTIL SUBGRADE AREA CALCS ARE COMPLETED Site Coverage Allowable Site Coverage is 20% of the lot 2,858 SF Proposed Site Coverage 2,810.5 SF Proposed Site Coverage for Roofs beyod 4' 34.00 SF Total Proposed Site Coverage 2,844.5 SF Total Remaining Site Coverage both sides 13.5 SF Landscape Area Lot Size 14,288 SF 60% Landscape Area Requirement 8,572.8 SF Lot Size 14,288 SF LESS Building Footprint / Driveway -5,092.5 SF Total Landscape Area 9,195.5 SF Total Hardscape Area Provided (8.3%) 1,666 SF Total Softscape Area Provided 7,529 SF Proposed driveway with snowmelt 2,282 SF Proposed snowmelt @ south patio/ Firepit 253.5 SF Proposed snowmelt zone to lower level 299 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 552 SF is provided. Parking Required per Chapter 10 Primary dwelling unit is more than 5,500 SF GRFA 5 spaces are required. 2 covered 9' x 18' (in garage) and 3 uncovered 9' x 19' parking spaces are provided. 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' - 0 3/8" EXISTING GRADE BELOW RIDGE = 7' - 7" ROOF HEIGHT = 31' - 5 5/8" *2A- BUILDING HEIGHT @ TOP OF SHEATHING = 39' - 0 3/8" EXISTING GRADE BELOW RIDGE = 7' - 2" ROOF HEIGHT = 31' - 10 5/8" *3A- BUILDING HEIGHT @ TOP OF SHEATHING = 38' - 3 1/4" EXISTING GRADE BELOW RIDGE = 7' - 7 3/8" ROOF HEIGHT = 30' - 7 7/8" *4A- BUILDING HEIGHT @ TOP OF SHEATHING = 39' - 1 5/8" EXISTING GRADE BELOW RIDGE = 6' - 7" ROOF HEIGHT = 32' - 6 5/8" *5A- BUILDING HEIGHT @ TOP OF SHEATHING = 38' - 8 5/8" EXISTING GRADE BELOW RIDGE = 7' - 7 3/8" ROOF HEIGHT = 30' - 10 5/16" *6A- BUILDING HEIGHT @ TOP OF SHEATHING = 38' - 8 5/8" EXISTING GRADE BELOW RIDGE = 7' - 1" ROOF HEIGHT = 31' - 7 5/8" 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 As indicated 10/12/2015 11:37:52 AMA2.0 SITEPLAN CWF HB REIMERS RESIDENCE10/12/2015 3090 BOOTH CREEK DR. VAIL, COTOV FINAL DRB SUBMITTAL NORTH 0' 10' 20' 30' 1" = 10'-0" 1 SITE PLAN No. Revision Date Revision Description DRB APPROVED 11/4/2015 12:00:00 AM DRB APPROVED 2/23/2016 12:00:00 AM A D E F J K M N O Q R S T U X Y AA Z P G B C H I W V L REIMERS LOWER LEVEL AREA 2247.25 SF 27' - 0" 25' - 6" 3' - 0" 5' - 2" 16' - 0" 9' - 5" 8' - 0" 2' - 4" 3' - 6" 12' - 3" 2' - 2" 5' - 10 1/2" 4' - 5 1/2" BB 1' - 0" 14' - 11 1/2" 2' - 4" 17' - 0 1/2" 3' - 6" 13' - 0" 9' - 10 1/8" 18' - 10 3/16" 14' - 3" 1' - 10" 4' - 3" 6' - 0" 10' - 0" 1' - 10" 4' - 9 9/16" Basements: On the lowest level of a structure, the total percentage of exterior wall surfaces unexposed and below existing or finished grade, whichever is more restrictive, shall be the percentage of the horizontal area of the lowest level deducted from the GRFA calculations. The percentage deduction calculations shall be rounded to nearest whole percent. The lowest level's exterior wall surface area shall be measured from the finished floor elevation of that level to the underside of the structural floor members of the floor/ceiling assembly above. For the purposes of these calculations, retaining walls and site walls shall not be considered part of the lowest level's exterior walls. REIMERS LOWER LEVEL GRFA 2247.25 X 0.52 = 1,168.4 SF 27' - 0" 5' - 2" 16' - 0" 9' - 5" 8' - 0" 3' - 6" 2' - 4" 12' - 3" 5' - 10 1/2" 2' - 2" 4' - 5 1/2" 1' - 0" 14' - 11 1/2" 2' - 4" 17' - 0 1/2" 3' - 6" 13' - 0" 4' - 9 9/16" 9' - 10 1/8" 18' - 10 3/16" 14' - 3" 4' - 3" 1' - 10" 6' - 0" 1' - 10" 10' - 0" 25' - 6" 3' - 0" A C E F G I B.O. STRUCTURE @ 10' -7 5/8" L N LOWER LEVEL F.F. @ 1' - 6 1/4" B.O. STRUCTURE @ 11' -11 1/4" B D H O J K M P Q R S T U X Y AA Z W V BB 9' - 1 3/8" LOWER LEVEL F.F. @ 1' - 6 1/4" TOTAL WALL AREA= 2,261.8 SF COVERED WALL AREA = 1,091.5 SF 1091.5 SF / 2,261.8 SF = ..48 X 100= 48% OF THE LOWER LEVEL EXTERIOR WALL IS COVERED. THEREFORE 52% OF THE LOWER LEVEL AREA COUNTS TOWARDS GRFA. REIMERS MAIN LEVEL AREA 2258.5 SF REIMERS GARAGE AREA 560 SF 27' - 0" 16' - 0" 8' - 0" 25' - 6" 3' - 0" 5' - 2" 9' - 5" 2' - 4" 3' - 6" 12' - 3" 2' - 2" 5' - 10 1/2" 4' - 5 1/2" 1' - 0" 14' - 11 1/2" 2' - 4" 17' - 0 1/2" 3' - 6" 13' - 0" 1' - 10" 10' - 0" 6' - 0" 4' - 3" 9' - 3" 2' - 3" 1' - 10" 5' - 0" 9' - 10 1/8" 16' - 7 3/16" 4' - 9 9/16" REIMERS MAIN LEVEL GRFA 2258.5 SF 23' - 6" 22' - 10 1/16" 1' - 2" 3' - 7 1/2"19' - 10 1/2" REIMERS UPPER LEVEL AREA 2139.5 SF REIMERS DOUBLE-HEIGHT SPACE AREA 649 SF 16' - 0" 8' - 0" 2' - 4" 9' - 5" 3' - 6" 12' - 3" 2' - 2" 1' - 0" 5' - 10 1/2" 4' - 5 1/2" 14' - 11 1/2" 10' - 0" 11' - 2" 13' - 0" 14' - 0 1/2" 27' - 0" 22' - 2 1/2" 25' - 6" 1' - 10" 10' - 0" 6' - 0" 4' - 3" 1' - 10" 1' - 10" 14' - 3" 18' - 10 3/16" 10' - 4"13' - 2" 1' - 2" 21' - 10" 1' - 0" 10' - 4"13' - 2" 4' - 9 9/16" 7' - 8" 17' - 0 1/2" 19' - 2 1/2" REIMERS UPPER LEVEL GRFA 2788.5 SF DATUM: 0' - 0" = 8300' - 0" PROPOSED SQUARE FOOTAGE ANALYSIS: 3090 Booth Creek Drive, VAIL, CO Zone District: Two-Family Primary/Secondary Residential ( PS ) Lot is .3.28 acres, equal to 14,288 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 1,629 SF .13 SF per 1 SF of site area > 10,000 SF of site area 6,026 x 0.13 equals 0 SF _______________________________________________________________________ ________ Total Allowed Gross Residential Floor Area (GRFA) for entire lot 6,229 SF Proposed Square Footage Summary (Both Sides of Duplex Combined) Habitable SF GRFA Lower Level 2,247.25 SF 1,168.4 SF *1 Main Level 2,266.5 SF 2,266.5 SF Upper Level 2,139.5 SF 2,139.5 SF Garage area over 600 SF 0 SF Double height space__________________649 SF___________ Total 6653.25 SF 6,223.4 SF Total Remaining GRFA 5.6 SF *1 48% of the Lower Level wall is above existing or finished grade whichever was more restrictive, therefore 52% of the Lower Level SF is counted as GRFA (LOWER LEVEL HABITABLE 2,247 SF * .52 = 1,168.4 SF) NOTE- THESE NUMBER ARE APPROXIMATE UNTIL SUBGRADE AREA CALCS ARE COMPLETED Site Coverage Allowable Site Coverage is 20% of the lot 2,858 SF Proposed Site Coverage 2,818.5 SF Proposed Site Coverage for Roofs beyod 4' 34.00 SF Total Proposed Site Coverage 2,844.5 SF Total Remaining Site Coverage both sides 5.5 SF Landscape Area Lot Size 14,288 SF 60% Landscape Area Requirement 8,572.8 SF Lot Size 14,288 SF LESS Building Footprint / Driveway -5,092.5 SF Total Landscape Area 9,195.5 SF Total Hardscape Area Provided (8.3%) 1,666 SF Total Softscape Area Provided 7,529 SF Proposed driveway with snowmelt 2,282 SF Proposed snowmelt @ south patio/ Firepit 253.5 SF Proposed snowmelt zone to lower level 299 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 560 SF is provided. Parking Required per Chapter 10 Primary dwelling unit is more than 5,500 SF GRFA 5 spaces are required. 2 covered 9' x 18' (in garage) and 3 uncovered 9' x 19' parking spaces are provided. REIMERS MAIN LEVEL AREA 2258.5 SF REIMERS GARAGE AREA 560 SF 16' - 0" 8' - 0" 25' - 6" 3' - 0" 5' - 2" 9' - 5" 2' - 4" 3' - 6" 12' - 3" 2' - 2" 5' - 10 1/2" 4' - 5 1/2" 1' - 0" 14' - 11 1/2" 2' - 4" 17' - 0 1/2" 3' - 6" 1' - 10" 10' - 0" 6' - 0" 4' - 3" 9' - 3" 2' - 3" 1' - 10" 5' - 0" 16' - 7 3/16" 19' - 10 1/2"3' - 7 1/2" 1' - 2" 22' - 10 1/16" 23' - 6" 4' - 9 9/16" 12' - 10 5/8" 1' - 3 5/16" REIMERS TOTAL SITE COVERAGE 2852.5 SF AREA OF ROOF BEYOND 4' 34 SF 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 As indicated 2/4/2016 1:49:08 PM 3090 BOOTH CREEK DR. VAIL, CO A2.2 AREA CALCS CWF HB REIMERS RESIDENCE 02/04/2016 TOV DRB CHANGE TO APPROVED PLANS 1/8" = 1'-0" 1 LOWER LEVEL AREA PLAN 1/8" = 1'-0" 2 MAIN LEVEL AREA PLAN 1/8" = 1'-0" 3 UPPER LEVEL AREA PLAN 1/8" = 1'-0" 4 SITE COVERAGE No. Revision Date Revision Description 1 FEBRUARY 4, 2016 CHANGES TO APPROVED DRB * BUILDING WAS ELEVATED 5 1/2" TO MITIGATE HIGH GROUND WATER TABLE. * ELECTRICAL CLOSET WAS MOVED FROM THE NORTH WALL OF GARAGE TO THE EAST WALL OF GARAGE. DRB APPROVED 2/23/2016 12:00:00 AM A D E F J K M N O Q R S T U X Y AA Z P G B C H I W V TOTAL WALL AREA= 2,282.5 SF COVERED WALL AREA = 1,365.8 SF 1,365.8 SF / 2,282.5 SF = .59 X 100= 59% OF THE LOWER LEVEL EXTERIOR WALL IS COVERED. THEREFORE 41% OF THE LOWER LEVEL AREA COUNTS TOWARDS GRFA. L REIMERS LOWER LEVEL AREA 2247.25 SF 27' - 0" 25' - 6"3' - 0"5' - 2" 16' - 0"9' - 5"8' - 0" 2' - 4"3' - 6" 12' - 3" 2' - 2" 5' - 10 1/2"4' - 5 1/2" BB 1' - 0"14' - 11 1/2"2' - 4"17' - 0 1/2" 3' - 6"13' - 0" 9' - 10 1/8"18' - 10 3/16"14' - 3" 1' - 10" 4' - 3" 6' - 0"10' - 0" 1' - 10" 4' - 9 9/16" Basements: On the lowest level of a structure, the total percentage of exterior wall surfaces unexposed and below existing or finished grade, whichever is more restrictive, shall be the percentage of the horizontal area of the lowest level deducted from the GRFA calculations. The percentage deduction calculations shall be rounded to nearest whole percent. The lowest level's exterior wall surface area shall be measured from the finished floor elevation of that level to the underside of the structural floor members of the floor/ceiling assembly above. For the purposes of these calculations, retaining walls and site walls shall not be considered part of the lowest level's exterior walls. 27' - 0" 5' - 2" 16' - 0" 9' - 5" 8' - 0" 3' - 6" 2' - 4" 12' - 3" 5' - 10 1/2" 2' - 2" 4' - 5 1/2" 1' - 0" 14' - 11 1/2" 2' - 4" 17' - 0 1/2" 3' - 6" 13' - 0" 4' - 9 9/16" 9' - 10 1/8" 18' - 10 3/16" 14' - 3" 4' - 3" 1' - 10" 6' - 0" 1' - 10" 10' - 0" 25' - 6" 3' - 0" A C E F G I LOWER LEVEL F.F. @ 1' - 4 3/4" B.O. STRUCTURE @ 10' -7 1/8" L N LOWER LEVEL F.F. @ 1' - 4 3/4" B.O. STRUCTURE @ 10' - 7 1/8" B D H O J K M P Q R S T U X Y AAZ W V BB 9' - 2 3/8"REIMERS LOWER LEVEL GRFA 2247.25 X 0.41 = 902.5 SF REIMERS MAIN LEVEL AREA 2258.5 SF REIMERS GARAGE AREA 552 SF 27' - 0" 16' - 0" 8' - 0" 25' - 6" 3' - 0"5' - 2" 9' - 5" 2' - 4"3' - 6" 12' - 3"2' - 2"5' - 10 1/2" 4' - 5 1/2"1' - 0"14' - 11 1/2"2' - 4"17' - 0 1/2"3' - 6"13' - 0" 1' - 10"10' - 0" 6' - 0"4' - 3"9' - 3"2' - 3"1' - 10" 5' - 0" 22' - 10 1/16"10' - 4 1/8"13' - 1 7/8"23' - 6"9' - 10 1/8"16' - 7 3/16"4' - 9 9/16" 1' - 2" REIMERS MAIN LEVEL GRFA 2258.5 SF REIMERS UPPER LEVEL AREA 2139.5 SF REIMERS DOUBLE-HEIGHT SPACE AREA 649 SF 16' - 0" 8' - 0" 2' - 4"9' - 5" 3' - 6" 12' - 3" 2' - 2"1' - 0"5' - 10 1/2" 4' - 5 1/2" 14' - 11 1/2"10' - 0"11' - 2"13' - 0" 14' - 0 1/2" 27' - 0"22' - 2 1/2"25' - 6" 1' - 10"10' - 0" 6' - 0" 4' - 3"1' - 10" 1' - 10" 14' - 3" 18' - 10 3/16"10' - 4"13' - 2"1' - 2" 21' - 10" 1' - 0"10' - 4"13' - 2"4' - 9 9/16"7' - 8"17' - 0 1/2"19' - 2 1/2"REIMERS UPPER LEVEL GRFA 2788.5 SF PROPOSED SQUARE FOOTAGE ANALYSIS: 3090 Booth Creek Drive, VAIL, CO Zone District: Two-Family Primary/Secondary Residential ( PS ) Lot is .3.28 acres, equal to 14,288 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 1,629 SF .13 SF per 1 SF of site area > 10,000 SF of site area 6,026 x 0.13 equals 0 SF _______________________________________________________________________________ Total Allowed Gross Residential Floor Area (GRFA) for entire lot 6,229 SF Proposed Square Footage Summary (Both Sides of Duplex Combined) Habitable SF GRFA Lower Level 2,247.25 SF 902.5 SF *1 Main Level 2,258.5 SF 2,258.5 SF Upper Level 2,139.5 SF 2,139.5 SF Garage area over 600 SF 0 SF Double height space___________________________649 SF___________ Total 6645.25 SF 5949.5 SF Total Remaining GRFA 279.5 SF *1 59% of the Lower Level wall is above existing or finished grade whichever was more restrictive, therefore 41% of the Lower Level SF is counted as GRFA (LOWER LEVEL HABITABLE 2,247 SF * .41 = 902.5 SF) NOTE- THESE NUMBER ARE APPROXIMATE UNTIL SUBGRADE AREA CALCS ARE COMPLETED Site Coverage Allowable Site Coverage is 20% of the lot 2,858 SF Proposed Site Coverage 2,810.5 SF Proposed Site Coverage for Roofs beyod 4' 34.00 SF Total Proposed Site Coverage 2,844.5 SF Total Remaining Site Coverage both sides 13.5 SF Landscape Area Lot Size 14,288 SF 60% Landscape Area Requirement 8,572.8 SF Lot Size 14,288 SF LESS Building Footprint / Driveway -5,092.5 SF Total Landscape Area 9,195.5 SF Total Hardscape Area Provided (8.3%) 1,666 SF Total Softscape Area Provided 7,529 SF Proposed driveway with snowmelt 2,282 SF Proposed snowmelt @ south patio/ Firepit 253.5 SF Proposed snowmelt zone to lower level 299 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 552 SF is provided. Parking Required per Chapter 10 Primary dwelling unit is more than 5,500 SF GRFA 5 spaces are required. 2 covered 9' x 18' (in garage) and 3 uncovered 9' x 19' parking spaces are provided. REIMERS MAIN LEVEL AREA 2258.5 SF REIMERS GARAGE AREA 552 SF 16' - 0" 8' - 0" 25' - 6" 3' - 0"5' - 2" 9' - 5" 2' - 4" 3' - 6" 12' - 3"2' - 2"5' - 10 1/2" 4' - 5 1/2"1' - 0"14' - 11 1/2" 2' - 4"17' - 0 1/2" 3' - 6"13' - 0" 1' - 10" 10' - 0" 6' - 0"4' - 3"9' - 3" 2' - 3"1' - 10" 5' - 0" 16' - 7 3/16"13' - 1 7/8"10' - 4 1/8"1' - 2" 22' - 10 1/16"23' - 6"4' - 9 9/16"12' - 10 5/8" 1' - 3 5/16" REIMERS TOTAL SITE COVERAGE 2844.5 SF AREA OF ROOF BEYOND 4' 34 SF 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 As indicated 10/12/2015 11:38:13 AMA2.2 AREA CALCS CWF HB REIMERS RESIDENCE10/12/2015 3090 BOOTH CREEK DR. VAIL, COTOV FINAL DRB SUBMITTAL 1/8" = 1'-0" 1 LOWER LEVEL AREA PLAN 1/8" = 1'-0"2 MAIN LEVEL AREA PLAN 1/8" = 1'-0"3 UPPER LEVEL AREA PLAN No. Revision Date Revision Description 1/8" = 1'-0" 4 SITE COVERAGE GRFA Calced at 2249. OK DRB APPROVED 11/4/2015 12:00:00 AM DRB APPROVED 2/23/2016 12:00:00 AM UP UP E08' E06' E04' E02' E14' E12' G E10' A4.3 A4.4 1 1 A4.1 1 T.O. CONC. 1' - 5 1/2" T.O. FINISH 1' - 6 1/4" 4' - 0" 10' - 3" 3' - 1" BEDROOM #5 015 AV EQUIP. RM. 012 STORAGE 009 LAUNDRY ROOM 006 POWDER 005 MECHANICAL ROOM 008 W.C. 010 BATH #5 011 HALLWAY 007 WET STORAGE 004 WINE RM. 003 STAIRS 002 WASHER DRYER EXERCISE AREA SHOWER BENCH 3' - 0" EXERCISE EQUIPMENT STORAGE 017 FD FULL BED W/ DRAWERS BELOW SHELVING W/ MECHANICAL DUCTS ABOVE 2" 4" FD 5' - 3" A4.5 2 A4.5 3 1 A5.5 1 A5.7 1 A5.6 2 A5.5 A4.5 1 FAMILY ROOM 001 1 A5.1 4 A5.5 1 A6.1 3 A6.1 1 A6.2 3 A6.2 2 A6.2 5 A6.2 7 A6.2 FD 2 A6.5 1 A6.3 2 A6.3 6 A6.2 3 A6.3 2 A6.3 2 A6.3 LINE OF WALL ABOVE 1 A5.2 1 A5.3 1 A5.4 2 A5.4 3 A5.5 1 A5.8 1 A5.9 008A 005A 009A 011A 012A 015A 001A 004A 004B 003A TILE WOOD EPOXY WOOD TILE CARPET CARPET WOOD WOOD WOOD EPOXY EPOXY 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 G G J J K K L L G1 G4 GD GD GC GC GA GA GB GB H H I I G5 G2 002 2' - 4" 3' - 6 1/2" 4' - 5 1/2" 14' - 11 1/2" 1' - 0 1/2" 15' - 11" 11' - 1" 2' - 0" 9' - 3" 14' - 3" 3' - 1" 81' - 11" 17' - 4 1/2" 5' - 5 1/2" 1' - 2" 5' - 5 1/2" 29' - 5 1/2" 1' - 9 1/2"8' - 6 1/2"13' - 2" 23' - 6" 1' - 3" 1' - 0" 1' - 4"10" 12' - 3" 3' - 6" 1' - 7" 6' - 0" 2' - 0 7/8" 4' - 11 1/8" 3' - 0" 37' - 9" Q Q A9.7 3 2 CONCRETE PATIO CONCRETE STAIRS 5 1/2" 7 1/2" 7 1/2" 5 1/2" 1 A6.4 1 A6.4 NO INSULATION UNDER SLAB IN WINE ROOM. NO RADIANT HEAT IN WINE ROOM SLAB. PROVIDE EXPANSION JOINTS IN SLAB. 3 A6.4 2 A6.4 G3 1 A6.1 1 A5.10 FD HB FLOOR DRAIN AC UNIT 1' - 0" 4' - 0" 3' - 6 1/8" T.O. DRAIN 0' - 10 3/8" @ DRAIN T.O. CONC. 1' - 5 1/2" @ PERIMETER 3' - 2 1/4" @ T.O. DRAIN 1/4" : 1'-0" 55" TV ABOVE FIREPLACE. PROVIDE NICHE IN STONE VENEER FOR TV BRACKET WITH POWER AND CONNECTION. SUMP PUMP 3' - 3" ELECTRICAL PANELS LIGHTING CONTROL PANELS AV EQUIPMENT RACK 4 RISERS @ 6 3/4" 3 TREADS @ 11" 4 RISERS @ 7 9/16" 3 TREADS @ 10" BATH #5 SHOWER 011B 8' - 3" CLOSET 3' - 2 5/8" 1' - 10 1/4" DRESSER FULL BED W/ TWIN ABOVE. DRAWERS BELOW BOTTOM BUNK RECLAIMED WOOD SIDING @ DASHED LINE FURNITURE BENCH BUILT-IN W/ CUSHIONS AND DRAWERS BELOW BENCH SEWER LINE 5 1/4" 5 1/4" 5 1/4" BASE CABINET W/ BUILT- IN SHELVES - MECHANICAL DUCTS ABOVE FULL BED W/ DRAWERS BELOW BROOM MOP VACUUM PROVIDE A/C GRATE. PLYWOOD W/ PAINTED FINISH ADJUSTABLE SHELVES DRYING RACK W/ LAUNDRY BASKETS BELOW 2' - 1" 003 GE 17.5 CU. FT. TOP FREEZER FRIDGE STEAM UNIT FOR MASTER. PROVIDE DRAIN. SEE A9.1 FOR 1/2" PLAN AND INT. ELEVATIONS SEE A9.1 FOR 1/2" PLAN AND INT. ELEVATIONS 10 1/2" 1 1/2" U U U 3' - 3 1/4" @ B.O. STAIRS 3' - 3 1/4" @ B.O. STEP 3' - 9 1/4" 6' - 3 3/8" 3' - 7 1/4" @ B.O. STEP T.O. CONC. @ 3' - 7 1/4" SEE SHEET A7.1 FOR 1/2" PLANS, SECTIONS, AND ELEVATIONS OF FIREPLACE EXPOSED CONC. WALL BELOW CANTILEVERED DECK AIR IN-TAKE RE: MECH PLANS 2' - 3" 16' - 10 1/2" BELOW CNTR FRIDGE 24" MICROWAVE ABOVE 001B A9.7 4 100 YEAR FLOOD PLAIN 006A 011B 010A 011C 015B 006B 1/4" : 1'-0" ROUGH IN FOR WINE ROOM COOLER UNIT ABOVE DOOR. UP 4 A6.3 CANTILEVERED CONC. DECK ABOVE PROPERT Y LINE PROPE RTY LINE 04 06 08 10 12 14 14 14.5 10 10 08 10 08 04 06 12 SEE LANDSCAPE SHEETS, L1 AND L2, FOR T.O. GRADE CALL OUTS 4' - 1 1/8" 3' - 9" BU I LD IN G SETBA CK B UI LDI NG SE TB AC K BUI LDING SETBACK HOSE BIB (HB) FD 3/4" +H.P. 4 7/8" FD 4 A4.5 2' - 6" 7/8" 11 3/8" U U U U POWDER ROOM AND BATH #3 DRAIN T.O. CONC. @ 4' - 8 7/8" DRAIN DISCHARGE FOR POWDER ROOM. MASTER BATH AND BATH #2 DISCHARGE DRAIN DISCHARGE FOR UPPER LEVEL LAUNDRY AND BATH #4 DRAIN DISCHARGE FOR KITCHEN 1' - 1" 5' - 0" 5 1/2" 5 1/2" 7 1/2" FLOOR PLAN GENERAL NOTES: 1. DOWNSPOUTS - RUN IN SOLID PIPE BELOW GRADE TO DAYLIGHT. (DO NOT CONNECT TO PERIMETER DRAIN SYSTEM) PROVIDE HEAT TAPE TYPICAL. 2. SLOPE SLAB @ MECHANICAL, WET STORAGE, AND CONC. MIN. 1/8":12" TO DRAINS ADJUST SLOPES AS REQUIRED 3. MOTORIZED SHADE WITH SHADE POCKETS TO BE PROVIDE AT LIVING ROOM SOUTH WINDOWS, DOOR, ALL BEDROOM WINDOWS, AND LARGE BATHROOM WINDOWS. 4. SEE A10.1-A10.3 FOR RCPs WITH SHADE VALANCE DETAIL CALL OUTS. 5. PROVIDE PERFORATED DRAIN @ PERIMETER AS SHOWN IN SECTION, DETAIL, SPEC, & SOILS REPORT RUN TO DAYLIGHT. SEE CIVIL PLANS. 6. RE: WINDOW SCHEDULE FOR WINDOWS AND DOORS W/ SHADE POCKET ABOVE. 7. SEE INTERIOR ELEVATION SHEETS FOR 1/2" = 1'-0" PLANS AND ELEVATIONS OF KITCHEN, BATHROOMS AND BUILT- INS. 8. RE: LANDSCAPE SHEETS FOR ALL SITE SPOT ELEVATIONS BEYOND EDGE OF BUILDING AND PATIOS. 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" 2/4/2016 1:49:12 PM 3090 BOOTH CREEK DR. VAIL, CO A3.1 LOWER LEVEL FLOOR PLAN CWF HB REIMERS RESIDENCE 02/04/2016 TOV DRB CHANGE TO APPROVED PLANS 0' 2' 4' 8' 16' 1/4" = 1'-0" 1 LOWER LEVEL FLOOR PLAN NORTH No. Revision Date Revision Description 1 FEBRUARY 4, 2016 CHANGES TO APPROVED DRB * CONC. PATIO ADDED OUTSIDE OF LOWER LEVEL WINDOW. DRB APPROVED 2/23/2016 12:00:00 AM UP E04' E14' E12' LOT 7 G8 10 8 4 6 8 6 8 4 2 4 10 8 4 4 8 8 10 10 12 14 12 6 8 E10' DN UP A4.3 A4.4 1 1 A4.1 A4.2 1 1 T.O. CONC. 0' - 11" T.O. FINISH 0' - 11 3/4" T.O. CONC. 2' - 8 3/4" 6' - 4"7' - 0" 4' - 0" 4' - 0"7' - 3" 6' - 0"3' - 1"3' - 5 3/8" 5' - 11" BEDROOM #5 015 AV EQUIP. ROOM 012 STORAGE 009 LAUNDRY ROOM 006 POWDER 005 MECHANICAL ROOM 008 W.C. 010 BATH 011 SHOWER ROOM 013 CLOSET 014 HALLWAY 007 WET STORAGE 004 WINE ROOM 003 STAIRS 002 WASHER DRYER EXERCISE AREA BENCH SHOWER BENCH 3' - 0" EXERCISE EQUIPMENT STORAGE 017 FD BUNKBED SELVING W/ MECHANICAL DUCTS ABOVE 4 5/8" 4" FD FD 5' - 2" 5' - 3" A4.5 1 A4.5 2 1 A5.5 1 A5.7 1 A5.6 2 A5.5 A4.5 3 FAMILY ROOM 001 1 A5.1 4 A5.5 1 A6.1 3 A6.1 1 A6.2 3 A6.2 2 A6.2 5 A6.2 4 A6.1 FD 5 A6.1 1 A6.3 2 A6.3 6 A6.1 3 A6.3 2 A6.3 2 A6.3 LINE OF WALL ABOVE 1 A5.2 1 A5.3 1 A5.4 2 A5.4 3 A5.5 1 A5.8 1 A5.9 008A 005A 006A 009A 011A013A 010A 014A 012A 015A 017A 004A 004B 003A 013B TILE WOOD EPOXY WOOD TILE CARPETCARPET WOOD WOODWOOD EPOXY EPOXY1 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 G G J J K K L L G1 G4 GD GD GC GC GA GA GB GB H H I I G5 G2 001 002 2' - 4" 3' - 6 1/2" 4' - 5 1/2" 14' - 11 1/2" 1' - 0 1/2" 16' - 0" 11' - 0" 2' - 0" 9' - 3" 14' - 3" 1' - 10" 80' - 8" 17' - 4 1/2" 5' - 5 1/2" 1' - 2" 5' - 5 1/2" 29' - 5 1/2"1' - 9 1/2"8' - 6 1/2"13' - 2"23' - 6"1' - 2"1' - 0" 1' - 4"10"12' - 3" 3' - 6" 1' - 7" 6' - 0" 2' - 0 7/8" 4' - 11 1/8" 3' - 0" 37' - 8"Q Q CONCRETE PATIO CONCRETE STAIRS 5 1/2"7 1/2" 7 1/2" 5 1/2"3 A6.3 NO INSULATION UNDER SLAB IN WINE ROOM. NO RADIANT HEAT IN WINE ROOM SLAB NO FOUNDATION WALL INSULATION @ WINE ROOM T.O. CONC. 3' - 0 3/4" @ PERIMETER G3 1 A6.1 2 3/16"9 3/16"3 A5.7 FD HB FLOOR DRAIN FLOOR PLAN GENERAL NOTES: 1. DOWNSPOUTS - RUN IN SOLID PIPE BELOW GRADE TO DAYLIGHT. (DO NOT CONNECT TO PERIMETER DRAIN SYSTEM) PROVIDE HEAT TAPE TYPICAL. 2. SLOPE SLAB @ MECHANICAL, WET STORAGE, AND CONC. MIN. 1/8":12" TO DRAINS ADJUST SLOPES AS REQUIRED 3. MOTORIZED SHADE WITH SHADE POCKETS TO BE PROVIDE AT LIVING ROOM SOUTH WINDOWS, DOOR, ALL BEDROOM WINDOWS, AND LARGE BATHROOM WINDOWS. 4. SEE A10.1-A10.3 FOR RCPs WITH SHADE VALANCE DETAIL CALL OUTS. 5. PROVIDE PERFORATED DRAIN @ PERIMETER AS SHOWN IN SECTION, DETAIL, SPEC, & SOILS REPORT RUN TO DAYLIGHT 6. RE: WINDOW SCHEDULE FOR WINDOWS AND DOORS W/ SHADE POCKET ABOVE. 7. SEE INTERIOR ELEVATION SHEETS FOR 1/2" = 1'-0" PLANS AND ELEVATIONS OF KITCHEN, BATHROOMS AND BUILT- INS. PROPOSED SQUARE FOOTAGE ANALYSIS: 3090 Booth Creek Drive, VAIL, CO Zone District: Two-Family Primary/Secondary Residential ( PS ) Lot is .3.28 acres, equal to 14,288 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 1,629 SF .13 SF per 1 SF of site area > 10,000 SF of site area 6,026 x 0.13 equals 0 SF _______________________________________________________________________________ Total Allowed Gross Residential Floor Area (GRFA) for entire lot 6,229 SF Proposed Square Footage Summary (Both Sides of Duplex Combined) Habitable SF GRFA Lower Level 2,247.25 SF 902.5 SF *1 Main Level 2,258.5 SF 2,258.5 SF Upper Level 2,139.5 SF 2,139.5 SF Garage area over 600 SF 0 SF Double height space___________________________649 SF___________ Total 6645.25 SF 5949.5 SF Total Remaining GRFA 279.5 SF *1 59% of the Lower Level wall is above existing or finished grade whichever was more restrictive, therefore 41% of the Lower Level SF is counted as GRFA (LOWER LEVEL HABITABLE 2,247 SF * .41 = 902.5 SF) NOTE- THESE NUMBER ARE APPROXIMATE UNTIL SUBGRADE AREA CALCS ARE COMPLETED Site Coverage Allowable Site Coverage is 20% of the lot 2,858 SF Proposed Site Coverage 2,810.5 SF Proposed Site Coverage for Roofs beyod 4' 34.00 SF Total Proposed Site Coverage 2,844.5 SF Total Remaining Site Coverage both sides 13.5 SF Landscape Area Lot Size 14,288 SF 60% Landscape Area Requirement 8,572.8 SF Lot Size 14,288 SF LESS Building Footprint / Driveway -5,092.5 SF Total Landscape Area 9,195.5 SF Total Hardscape Area Provided (8.3%) 1,666 SF Total Softscape Area Provided 7,529 SF Proposed driveway with snowmelt 2,282 SF Proposed snowmelt @ south patio/ Firepit 253.5 SF Proposed snowmelt zone to lower level 299 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 552 SF is provided. Parking Required per Chapter 10 Primary dwelling unit is more than 5,500 SF GRFA 5 spaces are required. 2 covered 9' x 18' (in garage) and 3 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 1/4" = 1'-0" 10/12/2015 11:38:58 AMA3.1 LOWER LEVEL FLOOR PLAN CWF HB REIMERS RESIDENCE10/12/2015 3090 BOOTH CREEK DR. VAIL, COTOV FINAL DRB SUBMITTAL 0' 2' 4' 8' 16' 1/4" = 1'-0" 1 LOWER LEVEL FLOOR PLAN NORTH No. Revision Date Revision Description DRB APPROVED 11/4/2015 12:00:00 AM DRB APPROVED 2/23/2016 12:00:00 AM T T TT T XXX XX XXXX X 8310 CS A4.3 A4.4 1 1 A4.1 A4.2 1 1 FRIDGE DOUBLE OVEN W/ MICROWAVE ABOVE PANTRY CABINET MUDROOM 113 GARAGE 114 BREAKFAST NOOK 110 HEARTH ROOM 111 KITCHEN 108 MASTER BEDROOM 105 MASTER BATH 103 MASTER CLOSET 102 FRONT ENTRY 101 STAIR 116 DINING ROOM 107 LIVING ROOM 106 POWDER 112 DRESSER LOWER LEVEL PATIO BELOW 10'-3" X 11'-6" 5'-9" X 6'-0" 10'-0" X 19'-3" 10'-0" X 10'-3" 10'-0" X 9'-0" 15'-0" X 7'-3" 10'-6" X 10'-8" 16'-0" X 19'-0" 12'-0" X 19'-0" 14'-0" X 14'-0" 9'-10" X 11'-0" SHOWER 11'-7" X 9'-1" CLOSET 101B OUTDOOR LIVING ROOM 109 22'-0" X 18'-0" B UI LDI NG SETB ACK BU I L DIN G SET BAC K BUILDI NG SETBACK 22'-7" X 22'-11"(23'-1") LINE OF ENTRY ROOF ABOVE LINE OF DECK ABOVE BEST VIEW OF THE GORE RANGE 14.0° WATERFALL CLIFFS GORE RANGE GORE RANGE BUILDING FOOT PRINT OF EXISTING HOUSE BUILDING FOOTPRINT OF EXISTING HOUSE TRASH RECYCLE RECYCLE LINE OF DECK ABOVE BUILT-IN LOCKERS T.O. FINISH 11' - 11 1/4" 11' - 10 1/4" T.O. STAIR @ 11' - 9 3/8" T.O. FINISH 11' - 3 7/8" 7 3/8" 6" 1" 6" 6" 6" 1" 3.5" RECYCLE TRASH 23' - 6" 22' - 10" 10' - 4" STEAM SHOWER T.O. GYPCRETE 11' - 10 1/2" T.O. PLYWOOD 11' - 8 1/4" A4.5 2 A4.5 3 1 A5.5 1 A5.7 1 A5.6 2 A5.5 4' - 0" A4.5 1 1 A5.1 15' - 9" 2% SLOPE 4 A5.5 2 A5.7 2 A6.1 3 A6.1 2 A6.5 6 A6.2 3 A6.2 2 A6.2 1 A6.3 1 A6.2 2 A6.3 7 A6.2 2 A6.5 5 A6.8 1 A6.1 2 A6.3 2 A6.3 A6.7 5 A6.6 2 4 A6.1 13 A6.7 1 A5.2 1 A5.3 1 A5.4 2 A5.4 3 A5.5 1 A5.8 1 A5.9 6" 2 RISERS @ 7 3/8" 1 TREAD @ 11" T.O. CONC. @ 10' - 1 1/8" @ GARAGE DOOR THRESHOLD Q Q Q Q Q Q Q Q Q Q W.C. 104 101B 102A 103A 105A 104A 112A 113C 108B 108A 113A 113B 114A 103B TILE WOOD CARPET WOOD STONE WOOD TILE WOOD EPO XYTILE5 A6.8 SOILS TEST BORING #1 FREE WATER @ 8299.8' ON 6/10/15 GAS METER PAINTED TO MATCH STONE VENEER SOILS TEST BORING #2 FREE WATER @ 8300.9' ON 6/10/15 FD FD 1/8" : 1'-0" 1/8" : 1'-0" J-BOX DS DS DS DS DS DS DS DS 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 G G J J K K L L G1 G4 GD GD GC GC GA GA GB GB H H I I G5 G2 107 108 109 110 111 112 113 114 115 116 1' - 9 1/2"8' - 6 1/2"13' - 2" 23' - 6" 1' - 3" 1' - 0" 1' - 4"10" 12' - 3" 3' - 6" 1' - 7" 6' - 0" 2' - 0 7/8" 4' - 11 1/8" 3' - 0" 37' - 9" Q Q Q Q Q Q TV ABOVE FIREPLACE PROVIDE NICHE IN STONE VENEER FOR TV BRACKET W/ POWER AND CONNECTION 36" COOK TOP W/ WARMING DRAWER BELOW G3 DS DS CENTOR SCREEN BOILER FLUES TO BE VENTED THRU CHIMNEY CAP IN 2X8 WALL. RE: MECH PLANS LINE OF BRIDGEWAY ABOVE 5 A6.2 9 1/2" 1 A5.10 106 9 1/2" 6' - 9 1/2" 6' - 10 5/8" MASTER BEDROOM AND BEDROOM #3 AC UNIT 7' - 7 1/2" ROUGH IN FOR MAKE UP AIR A/C AND WINE ROOM COOLING UNIT. HB HB HB HB H OT AND COLD W ATER HB SURFACE PARKING(9' X 19') SURFACE PARKING (9' X 19') SU R FACEPARKING (9' X 19') 1% 1% 1% BBQ 5' - 0" STEEL GAURD RAIL PREMANUFACTURED STEEL SPIRAL STAIRCASE BOULDER HEARTH WITH TOP APPROX. 15" ABOVE STONE PATIO FIREROCK 42" OUTDOOR MASONRY FIREPLACE FIREROCK 42" ARCHED TOP MASONRY FIREPLACE FLUE FROM LOWER LEVEL FIREPLACE ART U U SLOPED WALL ON EXTERIOR FIREROCK 48" CONVENTIONAL MASONRY FIREPLACE IN-FLOOR WELL LIGHT. SEE RCP'S. DN UP DRAWERS BELOW Q Q 8% 4" 4" 4' - 1 1/8" 2" 4" 105 103 104 SEE A9.3 FOR 1/2" PLAN AND INT. ELEVATIONS SEE A9.2 FOR 1/2" PLAN AND INT. ELEVATIONS SEE A9.6 FOR 1/2" PLAN AND INT. ELEVATIONS 2' - 1" 1' - 0" U U 6' - 0" 1' - 3 1/2" ELECTRICAL CLOSET 114B 3' - 3 1/4" B.O. STAIR @ 10' - 3 3/8" B.O. STEP @ 10' - 3 7/8" 6" PROPERTY LI NE 100 YEAR FLOOD PLAIN 1% T.O. PAVERS @ 10' - 0 1/8" 1" FD 4.5% B.O. STEP @ 9' - 7 1/8" T.O. CONC. @ 10' - 1 1/8" @ PERIMETER T.O. STONE PATIO @ 11' - 11 1/4" T.O. STONE PATIO @ 11' - 10 1/4" T.O. FINISH @ 11' - 11 1/4" T.O. STONE PATIO @ 11' - 10 1/4" T.O. FINISH @ 11' - 11 1/4" 11' - 11 1/4" T.O. PATIO @ 11' - 7 1/4" T.O. PATIO @ 11' - 7 3/4" D.W. T.O. PATIO @ 11' - 8 1/8" T.O. STAIR @ 11' - 8 3/4" T.O. STAIR @ 11' - 4 5/8" T.O. PATIO @ 11' - 6 1/2" B.O. STAIR @ 10' - 1 1/8" 1/8" / 12" T.O. PATIO @ 11' - 5 7/8" T.O. STAIR @ 11' - 5 7/8" T.O. GRADE @ 7' - 7" SLOPE 10% FOR 10' T.O. GRADE @ 7' - 0" T.O. GRADE @ 7' - 6" SLOPE 10% FOR 10' T.O. GRADE @ 10' - 6" T.O. GRADE @ 10' - 0" T.O. GRADE @ 10' - 6" SLOPE 10% FOR 10' EXISTING WALL TO BE REMOVED T.O. PLYWOOD 11' - 1 5/8" E T.O GYPCRETE 11' - 3 1/8" 11 R ISERS @ 6 7/8"10 TR EAD @ 10" T.O. GRADE @ 7' - 9 5/8" T.O. GRADE @ 7' - 10 3/4" B.O. STEP @ 10' - 9 7/8" SEE SHEET A7.1 FOR 1/2" PLANS, SECTIONS, AND ELEVATIONS OF FIREPLACE SEE SHEET A7.3 FOR 1/2" PLANS, SECTIONS, AND ELEVATIONS OF FIREPLACE SEE SHEET A7.2 FOR 1/2" PLANS, SECTIONS, AND ELEVATIONS OF FIREPLACE SEE SHEET A7.4 FOR 1/2" PLANS 2X8 WALL SHOWN 2X10 WALL SHOWN LINE OF EXISTING PATIO TO BE REMOVED. 108C 108D 114C 114B T.O. GRADE @ 4' - 0" PROPERTY LINE EXISTING PATIO STAIR TO BE REMOVED 15 RISERS @ 7" 14 TREADS @ VARIES BUILT IN BENCH. CUBBIES ABOVE. 1% 1% 1% 1% R IDGE HIP B.O. STAIR @ 9' - 7 1/2" T.O. PATIO @9' - 6 3/4" T.O. PATIO @ 9' - 6 3/4" T.O. PATIO @ 9' - 6 3/4" 1 A6.5 T.O. STEP @ 11' - 9 3/4" B.O. STEP @ 11' - 5 3/4" LINE OF EXPOSED BOARD FORMED CONC. WALL BELOW. 2' - 0" T.O. GRADE @ 10' - 5" T.O. GRADE @ 10' - 8" T.O. GRADE @ 10' - 8" 2% SLOPE D N T.O. CONC. @ 9' - 5 5/8" T.O. CONC. @ 9' - 5 5/8" PROPE RTY LI NE B.O. STAIR @ 8' - 10" T.O. STAIR @ 10' - 7" 2% VALLEY 112 101 102 101A EXISTING WALL TO BE REMOVED 04 06 08 10 12 14 14 14.5 12 10 10 08 10 08 04 08 E04 E06 E08 E10 E14 E12 1' - 9 3/4" 1' - 9 3/4" HOSE BIB (HB) 3' - 9 1/4" 4 RISERS @ 7 9/16" 3 TREADS @ 10" 4 A4.5 4' - 6" 117 U U U U DRAINS FROM ABOVE 2 1/2" SIM 7 A6.8 2 A6.4 6" FLOOR PLAN GENERAL NOTES: 1. DOWNSPOUTS - RUN IN SOLID PIPE BELOW GRADE TO DAYLIGHT. (DO NOT CONNECT TO PERIMETER DRAIN SYSTEM) PROVIDE HEAT TAPE TYPICAL. 2. SLOPE SLAB @ MECHANICAL, WET STORAGE, AND CONC. MIN. 1/8":12" TO DRAINS ADJUST SLOPES AS REQUIRED 3. MOTORIZED SHADE WITH SHADE POCKETS TO BE PROVIDE AT LIVING ROOM SOUTH WINDOWS, DOOR, ALL BEDROOM WINDOWS, AND LARGE BATHROOM WINDOWS. 4. SEE A10.1-A10.3 FOR RCPs WITH SHADE VALANCE DETAIL CALL OUTS. 5. PROVIDE PERFORATED DRAIN @ PERIMETER AS SHOWN IN SECTION, DETAIL, SPEC, & SOILS REPORT RUN TO DAYLIGHT. SEE CIVIL PLANS. 6. RE: WINDOW SCHEDULE FOR WINDOWS AND DOORS W/ SHADE POCKET ABOVE. 7. SEE INTERIOR ELEVATION SHEETS FOR 1/2" = 1'-0" PLANS AND ELEVATIONS OF KITCHEN, BATHROOMS AND BUILT- INS. 8. RE: LANDSCAPE SHEETS FOR ALL SITE SPOT ELEVATIONS BEYOND EDGE OF BUILDING AND PATIOS. 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" 2/4/2016 1:49:24 PM 3090 BOOTH CREEK DR. VAIL, CO A3.2 MAIN LEVEL FLOOR PLAN CWF HB REIMERS RESIDENCE 02/04/2016 TOV DRB CHANGE TO APPROVED PLANS 0' 2' 4' 8' 16' 1/4" = 1'-0" 1 MAIN LEVEL FLOOR PLAN NORTH No. Revision Date Revision Description 1 FEBRUARY 4, 2016 CHANGES TO APPROVED DRB * BUILDING WAS ELEVATED 5 1/2" TO MITIGATE HIGH GROUND WATER TABLE. * ELECTRICAL CLOSET WAS MOVED FROM THE NORTH WALL OF GARAGE TO THE EAST WALL OF GARAGE. * MAIN LEVEL PATIO ADDED A DROPPED AND CANTILEVERED DECK DRB APPROVED 2/23/2016 12:00:00 AM UP DN UP E04' E E14' E12')LOT LOT 7 GGG8 10 8 4 6 8 6 8 4 4 10 8 4 4 8 8 8 10 10 12 14 12 6 8 E10' A4.3 A4.4 1 1 A4.1 A4.2 1 1 FRIDGE DOUBLE OVEN W/ WARMING DRAWING PANTRY MUDROOM 113 GARAGE 114 BREAKFAST NOOK 110 HEARTH ROOM 111 KITCHEN 108 MASTER BEDROOM 105 MASTER BATH 103 MASTER CLOSET 102 FRONT ENTRY 101 STAIR 116 DINING ROOM 107 LIVING ROOM 106 POWDER 112 DRESSER ELECTRICAL CLOSET 115 LOWER LEVEL PATIO BELOW 10'-3" X 11'-6" 5'-9" X 6'-0" 10'-0" X 19'-3" 10'-0" X 10'-3" 10'-0" X 9'-0" 15'-0" X 7'-3" 10'-6" X 10'-8" 16'-0" X 19'-0" 12'-0" X 19'-0" 14'-0" X 14'-0" 9'-10" X 11'-0" SHOWER 11'-7" X 9'-1" CLOSET 101B OUTDOOR LIVING ROOM 109 22'-0" X 18'-0" B U I L D IN G S E T B A C K B U I L D I N G S E T B AC K BUI LDI NG SETBACK22'-7" X 22'-11"(23'-1") LINE OF ENTRY ROOF ABOVE LINE OF DECK ABOVE BEST VIEW OF THE GORE RANGE 14.0° WATERFALL CLIFFSGORE RANGEGORE RANGEBUILDING FOOT PRINT OF EXISTING HOUSE BUILDING FOOTPRINT OF EXISTING HOUSE13' - 2" TRASH RECYCLE RECYCLE LINE OF DECK ABOVE BENCH W/ CUBBIES ABOVE T.O. FINISH 11' - 5 3/4" T.O. FINISH 10' - 10 5/8" 7"3/4" 1" 6"6"6"3/4"3/4"16' - 4 5/8" DW RECYCLE TRASH 23' - 6"22' - 10"10' - 4"13' - 2"STEAM SHOWER T.O. GYPCRETE 11' - 5" T.O. PLYWOOD 11' - 2 3/4" A4.5 1 A4.5 2 1 A5.5 1 A5.7 1 A5.6 2' - 7 3/4" 2 A5.5 4' - 0"3' - 0"A4.5 3 1 A5.1 15' - 9"2%SLOPE4 A5.5 2 A5.7 2 A6.1 3 A6.1 5 A6.1 6 A6.1 3 A6.2 2 A6.2 1 A6.3 1 A6.2 2 A6.3 4 A6.1 5 A6.1 5 A6.7 1 A6.1 2 A6.3 2 A6.3 A6.6 5 A6.5 2 7 A6.1 13 A6.6 4% 1 A5.2 1 A5.3 1 A5.4 2 A5.4 3 A5.5 1 A5.8 1 A5.9 ? 2 RISERS @ 7" 1 TREAD @ 11" 9' - 8 3/4" Q Q Q Q Q Q Q Q Q Q W.C. 104 101A 101B 102A 103A 105A 104A 112A 113C 108B 108A 113A113B 115A 114A 103B 116A TILE WOOD CARPETWOOD STONEWOOD TILEWOOD EPOXYTILE5 A6.7 SOILS TEST BORING #1 FREE WATER @ 8299.8' ON 6/10/15 +7.8 GAS METER PAINTED TO MATCH STONE VENEER SOILS TEST BORING #2 FREE WATER @ 8300.9' ON 6/10/15 +7.9 FD FD 1/8" : 1'-0" 1/8" : 1'-0" J-BOX DS DS DS DS DS DS DS DS 1 1 2 2 3 3 4 4 5 5 4 1/4" 1 5/16" 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 G G J J K K L L G1 G4 GD GD GC GC GA GA GB GB H H I I G5 G2 101 102 105 107 108 109 110 111 112 114 115 116 117 118 119 2' - 4" 3' - 6 1/2" 4' - 5 1/2" 14' - 11 1/2" 1' - 0 1/2" 16' - 0" 11' - 0" 2' - 0" 9' - 3"14' - 3" 1' - 10" 80' - 8" 17' - 4 1/2" 5' - 5 1/2" 1' - 2" 5' - 5 1/2" 29' - 5 1/2"1' - 9 1/2"8' - 6 1/2"13' - 2"23' - 6"1' - 2"1' - 0" 1' - 4"10"12' - 3" 3' - 6" 1' - 7" 6' - 0" 2' - 0 7/8" 4' - 11 1/8" 3' - 0" 37' - 8"Q Q Q Q Q Q MICROWAVETV ABOVE FIREPLACE PROVIDE NICHE IN STONE VENEER FOR TV BRACKET W/ POWER AND CONNECTION 48" COOK TOP G3 DS DS CENTOR SCREEN BOILER FLUES TO BE VENTED THRU CHIMNEY CAP IN 2X8 WALL LINE OF BRIDGEWAY ABOVE 5 A6.2 9 1/2" 3 A5.7 106 9 1/2" 1' - 7 1/2" 1' - 7 1/2"6' - 9 1/2"7' - 0 3/8" AC UNIT @MASTER 5' - 4 13/16 "7' - 6 1/2"ROUGH IN FOR MAKE UP AIR A/C AND WINE ROOM COOLER HB HB HB HB HOT AND COLD W ATER HBSURFACEPARKING(9' X 19')SURFACEPARKING(9' X 19')SURFACE PARKING(9' X 19')FLOOR PLAN GENERAL NOTES: 1. DOWNSPOUTS - RUN IN SOLID PIPE BELOW GRADE TO DAYLIGHT. (DO NOT CONNECT TO PERIMETER DRAIN SYSTEM) PROVIDE HEAT TAPE TYPICAL. 2. SLOPE SLAB @ MECHANICAL, WET STORAGE, AND CONC. MIN. 1/8":12" TO DRAINS ADJUST SLOPES AS REQUIRED 3. MOTORIZED SHADE WITH SHADE POCKETS TO BE PROVIDE AT LIVING ROOM SOUTH WINDOWS, DOOR, ALL BEDROOM WINDOWS, AND LARGE BATHROOM WINDOWS. 4. SEE A10.1-A10.3 FOR RCPs WITH SHADE VALANCE DETAIL CALL OUTS. 5. PROVIDE PERFORATED DRAIN @ PERIMETER AS SHOWN IN SECTION, DETAIL, SPEC, & SOILS REPORT RUN TO DAYLIGHT 6. RE: WINDOW SCHEDULE FOR WINDOWS AND DOORS W/ SHADE POCKET ABOVE. 7. SEE INTERIOR ELEVATION SHEETS FOR 1/2" = 1'-0" PLANS AND ELEVATIONS OF KITCHEN, BATHROOMS AND BUILT- INS. PROPOSED SQUARE FOOTAGE ANALYSIS: 3090 Booth Creek Drive, VAIL, CO Zone District: Two-Family Primary/Secondary Residential ( PS ) Lot is .3.28 acres, equal to 14,288 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 1,629 SF .13 SF per 1 SF of site area > 10,000 SF of site area 6,026 x 0.13 equals 0 SF _______________________________________________________________________________ Total Allowed Gross Residential Floor Area (GRFA) for entire lot 6,229 SF Proposed Square Footage Summary (Both Sides of Duplex Combined) Habitable SF GRFA Lower Level 2,247.25 SF 902.5 SF *1 Main Level 2,258.5 SF 2,258.5 SF Upper Level 2,139.5 SF 2,139.5 SF Garage area over 600 SF 0 SF Double height space___________________________649 SF___________ Total 6645.25 SF 5949.5 SF Total Remaining GRFA 279.5 SF *1 59% of the Lower Level wall is above existing or finished grade whichever was more restrictive, therefore 41% of the Lower Level SF is counted as GRFA (LOWER LEVEL HABITABLE 2,247 SF * .41 = 902.5 SF) NOTE- THESE NUMBER ARE APPROXIMATE UNTIL SUBGRADE AREA CALCS ARE COMPLETED Site Coverage Allowable Site Coverage is 20% of the lot 2,858 SF Proposed Site Coverage 2,810.5 SF Proposed Site Coverage for Roofs beyod 4' 34.00 SF Total Proposed Site Coverage 2,844.5 SF Total Remaining Site Coverage both sides 13.5 SF Landscape Area Lot Size 14,288 SF 60% Landscape Area Requirement 8,572.8 SF Lot Size 14,288 SF LESS Building Footprint / Driveway -5,092.5 SF Total Landscape Area 9,195.5 SF Total Hardscape Area Provided (8.3%) 1,666 SF Total Softscape Area Provided 7,529 SF Proposed driveway with snowmelt 2,282 SF Proposed snowmelt @ south patio/ Firepit 253.5 SF Proposed snowmelt zone to lower level 299 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 552 SF is provided. Parking Required per Chapter 10 Primary dwelling unit is more than 5,500 SF GRFA 5 spaces are required. 2 covered 9' x 18' (in garage) and 3 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 1/4" = 1'-0" 10/12/2015 11:39:29 AMA3.2 MAIN LEVEL FLOOR PLAN CWF HB REIMERS RESIDENCE10/12/2015 3090 BOOTH CREEK DR. VAIL, COTOV FINAL DRB SUBMITTAL 0' 2' 4' 8' 16' 1/4" = 1'-0" 1 MAIN LEVEL FLOOR PLAN NORTH No. Revision Date Revision Description DRB APPROVED 11/4/2015 12:00:00 AM DRB APPROVED 2/23/2016 12:00:00 AM E08' E06' 4' E02' E14' E12' LOT 7 GG E10' A4.3 A4.4 1 1 A4.1 1 SHOWER BENCH FD BATHROOM #2 218 W.C. 219 CLOSET 217 OFFICE 216 BEDROOM #2 215 BEDROOM #3 201 BATH #3 204 W.C. 205 BEDROOM #4 207 BATH #4 209 CLOSET 208 OFFICE 212 W.C. 211 SHOWER 210 BUNK BEDS BUNK BEDS SHO W E R BENCH DRYER LINEN CABINET CLOSET 202 BRIDGE 214 STAIRS 213 OPEN TO BELOW OPEN TO BELOW SHOWER BENCH SHELVES T.O. FINISH 23' - 11 1/4" A4.5 2 A4.5 3 1 A5.5 SHELVES 1 A5.7 1 A5.6 2 A5.5 FURNITURE PIECE 4' - 0" 9' - 9 1/2" 6' - 3" A4.5 1 1 A5.1 4 A5.5 2 1/2" / 12" 2 A5.7 8 A6.10 7 A6.10 A6.7 7 A6.7 9 1 A6.6 1 A6.8 4 A6.8 4 A6.6 4 A6.6 1 A5.2 1 A5.3 1 A5.4 2 A5.4 3 A5.5 1 A5.8 1 A5.9 201A 205A 204A 202A 206A 207A 209A 211A 208A 215A 216A 217A 219A 212A 218B 210A 203A WOOD CARPET TILE CARPET WOOD CARPET CARPET WOOD TILE CARPET TILE WOOD TILECAR PET HIGH WINDOW SILL @ 7'-6" AFF 1/8" / 12" 1/8" / 12" DS DS DS DS DS DS DS DS DS DS 1/8" / 12" 1/8" / 12" VARIES 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 G G J J K K L L G1 G4 GD GD GC GC GA GA GB GB H H I I G5 G2 202 205 110B 207 208 211 212 214 215 216 219 2' - 4" 3' - 6 1/2" 4' - 5 1/2" 14' - 11 1/2" 1' - 0 1/2" 15' - 11" 11' - 1" 2' - 0" 9' - 3" 14' - 3" 3' - 1" 13' - 2"8' - 6 1/2"1' - 9 1/2" 23' - 6" 17' - 4 1/2" 5' - 5 1/2" 1' - 2" 5' - 5 1/2" 81' - 11" 29' - 5 1/2" 1' - 3" 1' - 0"1' - 4"10" 12' - 3" 3' - 6" 1' - 7" 6' - 0" 2' - 0 7/8" 4' - 11 1/8" 3' - 0" 37' - 9" 218A G3 LINE OF CEILING CHANGE ABOVE DS 220 3 1/2" / 12" 6' - 9" 1 A5.10 204 206 6' - 7" 6' - 10 5/8" FD FLOOR DRAIN Q Q Q Q Q Q TUBE STEEL BEAM RE: STRUCT. 16" ICC CHIMNEY FLUE FROM FIREPLACE BELOW 2 3/4" T.O. STONE @ 23' - 7 1/2" T.O. STONE @ 23' - 7 1/2" T.O. STONE @ 23' - 7 1/8" T.O. STONE @ 23' - 7 1/2" T.O. STONE @ 23' - 7 1/2" T.O. STONE @ 23' - 7 1/8" 1 A6.8 3' - 11 1/4" 8% SHELF LAUNDRY RM. 206 WRAP IN RECLAIMED WOOD @ DASHED LINE DRYING RACK ABOVE FOLDING SURFACE W/ BASKETS BELOW WASHER 102B 201 200 203 217 218 209 210 SEE A9.4 FOR 1/2" PLAN AND INT. ELEVATIONS SEE A9.4 FOR 1/2" PLAN AND INT. ELEVATIONS SEE A9.4 FOR 1/2" PLAN AND INT. ELEVATIONS SEE A9.4 FOR 1/2" PLAN AND INT. ELEVATIONS SEE A9.5 FOR 1/2" PLAN AND INT. ELEVATIONS SEE A9.5 FOR 1/2" PLAN AND INT. ELEVATIONS 4' - 6" 4' - 2 5/8" 9' - 4 1/4"7' - 2 3/8" 3 3/8" 2" 3 3/4" 4" 7 1/2" 7 1/2" 6 A7.8 T.O. PLYWOOD 23' - 9" T.O. GYPCRETE 23' - 10 1/2" DN 4" 4" SEE SHEET A7.2 FOR 1/2" PLANS, SECTIONS, AND ELEVATIONS OF FIREPLACE T.O. STONE @ 23' - 7 1/2" 45.0° 206B T.O. STONE @ 23' - 7 1/2" LINE OF ROOF ABOVE 1/8" / 12" 109B 101B STEAM SHOWER 203 04 06 08 10 12 14 14 14.5 10 10 08 10 08 04 08 08 08 UP 100 YEAR FLOOD PLAIN PROPERTY LINE PRO PER TY L IN E BUILDI NG SE T BAC K BU I LDIN G S ET BACK BUI LDING SETBACK HB 16' - 8 7/8" 19' - 1 5/8" T.O. STONE @ 23' - 7 1/2" T.O. STONE @ 23' - 8 3/8" FIREROCK 42" OUTDOOR MASONRY FIREPLACE SEE SHEET A7.4 FOR 1/2" PLANS DN 4 A4.5 SEE A7.1 FOR 1/2" PLAN OF CHIMNEY SPACING LINE OF DUCT FOR RANGE HOOD MAKE- UP AIR IN FLOOR CHASE FLOOR PLAN GENERAL NOTES: 1. DOWNSPOUTS - RUN IN SOLID PIPE BELOW GRADE TO DAYLIGHT. (DO NOT CONNECT TO PERIMETER DRAIN SYSTEM) PROVIDE HEAT TAPE TYPICAL. 2. SLOPE SLAB @ MECHANICAL, WET STORAGE, AND CONC. MIN. 1/8":12" TO DRAINS ADJUST SLOPES AS REQUIRED 3. MOTORIZED SHADE WITH SHADE POCKETS TO BE PROVIDE AT LIVING ROOM SOUTH WINDOWS, DOOR, ALL BEDROOM WINDOWS, AND LARGE BATHROOM WINDOWS. 4. SEE A10.1-A10.3 FOR RCPs WITH SHADE VALANCE DETAIL CALL OUTS. 5. PROVIDE PERFORATED DRAIN @ PERIMETER AS SHOWN IN SECTION, DETAIL, SPEC, & SOILS REPORT RUN TO DAYLIGHT. SEE CIVIL PLANS. 6. RE: WINDOW SCHEDULE FOR WINDOWS AND DOORS W/ SHADE POCKET ABOVE. 7. SEE INTERIOR ELEVATION SHEETS FOR 1/2" = 1'-0" PLANS AND ELEVATIONS OF KITCHEN, BATHROOMS AND BUILT- INS. 8. RE: LANDSCAPE SHEETS FOR ALL SITE SPOT ELEVATIONS BEYOND EDGE OF BUILDING AND PATIOS. 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" 2/4/2016 1:49:29 PM 3090 BOOTH CREEK DR. VAIL, CO A3.3 UPPER LEVEL PLAN CWF HB REIMERS RESIDENCE 02/04/2016 TOV DRB CHANGE TO APPROVED PLANS 0' 2' 4' 8' 16' 1/4" = 1'-0" 1 UPPER LEVEL FLOOR PLAN NORTH No. Revision Date Revision Description 1 FEBRUARY 4, 2016 CHANGES TO APPROVED DRB * BUILDING WAS ELEVATED 5 1/2" TO MITIGATE HIGH GROUND WATER TABLE. * UPPER LEVEL DECK AT BEDROOM #2 WAS EXTENDED NORTH TO GRID G. * UPPER LEVEL DECK AT BEDROOM #3 WAS EXTENDED NORTH PAST GRID I. DRB APPROVED 2/23/2016 12:00:00 AM DN UP UP E08' 4' E02' E14' E12' LOT 7 GG8 10 8 8 4 6 8 6 8 4 42 4 10 8 4 4 8 8 10 10 12 14 12 6 8 E10' A4.3 A4.4 1 1 A4.1 A4.2 1 1 3' - 2" SHOWER BENCH FD BATHROOM #2 218 W.C. 219 CLOSET 217 OFFICE 216 BEDROOM #2 215 BEDROOM #3 201 BATH #3 204 SHOWER ROOM 203 W.C. 205 LAUNDRY ROOM 206 BEDROOM #4 207 BATH #4 209 CLOSET 208 OFFICE 212 W.C. 211 SHOWER 210 BUNK BEDS BUNK BEDS SHOWER BENCH WASHER/ DRYER LINEN CABINET CLOSET 202 BRIDGE 214 STAIRS 213 OPEN TO BELOW OPEN TO BELOW SHOWER BENCH SHELVEST.O. FINISH 23' - 5 3/4" T.O. GYPCRETE 23' - 5 3/4" T.O. PLYWOOD 23' - 5 3/4" A4.5 1 A4.5 2 1 A5.5 SHELVES 1 A5.7 1 A5.6 2 A5.5 SHELVES4' - 0" 9' - 9 1/2" 6' - 3" A4.5 3 1 A5.1 4 A5.5 2 1/2" / 12"9 RISERS @ 6 1/2"8 TREADS @ 10"9 RISERS @ 6 1/2"8 TREADS @ 10"4 RISERS @ 6 1/2" 3 TREADS @ 10" 2 A5.7 7 A6.9 8 A6.9 A6.6 7 A6.6 9 1 A6.5 1 A6.7 4 A6.7 6 A6.5 23' - 5" 6 A6.5 1 A5.2 1 A5.3 1 A5.4 2 A5.4 3 A5.5 1 A5.8 1 A5.9 201A 205A 203A 204A202A 206A 207A 209A 211A 208A 215A 216A 217A219A 212A 218B 210A 203B WOODCARPET TILE CARPET WOOD CARPET CARPETWOOD TILECARPET TILE WOOD TILECARPETHIGH WINDOW SILL @ 8'-0" AFF 1/8" / 12"1/8" / 12" DS DS DS DS DS DS DS DS DS DS 1/8" / 12" 1/8" / 12" 3/4" 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 G G J J K K L L G1 G4 GD GD GC GC GA GA GB GB H H I I G5 G2 102B 101B 202 203 205 110B 207 208 210 211 212 213 214 215 217 2' - 4" 3' - 6 1/2" 4' - 5 1/2" 14' - 11 1/2" 1' - 0 1/2" 16' - 0" 11' - 0" 2' - 0" 9' - 3" 14' - 3" 1' - 10" 13' - 2"8' - 6 1/2"1' - 9 1/2"23' - 6"17' - 4 1 /2" 5' - 5 1/2" 1' - 2" 5' - 5 1 /2" 80' - 8" 29' - 5 1 /2"1' - 2"1' - 0"1' - 4"10" 12' - 3" 3' - 6" 1' - 7" 6' - 0" 2' - 0 7/8" 4' - 11 1/8" 3' - 0" 37' - 8"116B G3 LINE OF CEILING CHANGE ABOVE DS 218 3 1 /2" / 12" 6' - 9" 3 A5.7 204 206 6' - 9 1/2"7' - 0 3/8" FD FLOOR DRAIN Q Q QQ Q Q FLOOR PLAN GENERAL NOTES: 1. DOWNSPOUTS - RUN IN SOLID PIPE BELOW GRADE TO DAYLIGHT. (DO NOT CONNECT TO PERIMETER DRAIN SYSTEM) PROVIDE HEAT TAPE TYPICAL. 2. SLOPE SLAB @ MECHANICAL, WET STORAGE, AND CONC. MIN. 1/8":12" TO DRAINS ADJUST SLOPES AS REQUIRED 3. MOTORIZED SHADE WITH SHADE POCKETS TO BE PROVIDE AT LIVING ROOM SOUTH WINDOWS, DOOR, ALL BEDROOM WINDOWS, AND LARGE BATHROOM WINDOWS. 4. SEE A10.1-A10.3 FOR RCPs WITH SHADE VALANCE DETAIL CALL OUTS. 5. PROVIDE PERFORATED DRAIN @ PERIMETER AS SHOWN IN SECTION, DETAIL, SPEC, & SOILS REPORT RUN TO DAYLIGHT 6. RE: WINDOW SCHEDULE FOR WINDOWS AND DOORS W/ SHADE POCKET ABOVE. 7. SEE INTERIOR ELEVATION SHEETS FOR 1/2" = 1'-0" PLANS AND ELEVATIONS OF KITCHEN, BATHROOMS AND BUILT- INS. PROPOSED SQUARE FOOTAGE ANALYSIS: 3090 Booth Creek Drive, VAIL, CO Zone District: Two-Family Primary/Secondary Residential ( PS ) Lot is .3.28 acres, equal to 14,288 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 1,629 SF .13 SF per 1 SF of site area > 10,000 SF of site area 6,026 x 0.13 equals 0 SF _______________________________________________________________________________ Total Allowed Gross Residential Floor Area (GRFA) for entire lot 6,229 SF Proposed Square Footage Summary (Both Sides of Duplex Combined) Habitable SF GRFA Lower Level 2,247.25 SF 902.5 SF *1 Main Level 2,258.5 SF 2,258.5 SF Upper Level 2,139.5 SF 2,139.5 SF Garage area over 600 SF 0 SF Double height space___________________________649 SF___________ Total 6645.25 SF 5949.5 SF Total Remaining GRFA 279.5 SF *1 59% of the Lower Level wall is above existing or finished grade whichever was more restrictive, therefore 41% of the Lower Level SF is counted as GRFA (LOWER LEVEL HABITABLE 2,247 SF * .41 = 902.5 SF) NOTE- THESE NUMBER ARE APPROXIMATE UNTIL SUBGRADE AREA CALCS ARE COMPLETED Site Coverage Allowable Site Coverage is 20% of the lot 2,858 SF Proposed Site Coverage 2,810.5 SF Proposed Site Coverage for Roofs beyod 4' 34.00 SF Total Proposed Site Coverage 2,844.5 SF Total Remaining Site Coverage both sides 13.5 SF Landscape Area Lot Size 14,288 SF 60% Landscape Area Requirement 8,572.8 SF Lot Size 14,288 SF LESS Building Footprint / Driveway -5,092.5 SF Total Landscape Area 9,195.5 SF Total Hardscape Area Provided (8.3%) 1,666 SF Total Softscape Area Provided 7,529 SF Proposed driveway with snowmelt 2,282 SF Proposed snowmelt @ south patio/ Firepit 253.5 SF Proposed snowmelt zone to lower level 299 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 552 SF is provided. Parking Required per Chapter 10 Primary dwelling unit is more than 5,500 SF GRFA 5 spaces are required. 2 covered 9' x 18' (in garage) and 3 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 1/4" = 1'-0" 10/12/2015 11:39:48 AMA3.3 UPPER LEVEL PLAN CWF HB REIMERS RESIDENCE10/12/2015 3090 BOOTH CREEK DR. VAIL, COTOV FINAL DRB SUBMITTAL 0' 2' 4' 8' 16' 1/4" = 1'-0" 1 UPPER LEVEL FLOOR PLAN No. Revision Date Revision Description NORTH DRB APPROVED 11/4/2015 12:00:00 AM DRB APPROVED 2/23/2016 12:00:00 AM E08' E04' E02' E14' E12') LO LOT 7 GGGE10' 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" 9 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 5 A6.10 7 A6.9 7 A6.9 7 A6.9 7 A6.9 4 A6.9 4 A6.9 2 A6.10 6" / 12" 6" / 12" 2 A6.10 2 A6.10 4 A6.9 1 A6.10 1 A6.10 1 A6.9 4 A6.11 5 A6.11 1 A6.11 1 A6.11 1 A6.11 1 A6.10 SIM 5 A6.10 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 G G J J K K L L G1 G4 GD GD GC GC GA GA GB GB H H I I G5 G2 2" / 12" 2' - 4" 3' - 6 1/2" 4' - 5 1/2" 14' - 11 1/2" 1' - 0 1/2" 15' - 11" 11' - 1" 2' - 0" 9' - 3" 14' - 3" 3' - 1" 81' - 11" 17' - 4 1/2" 5' - 5 1/2" 1' - 2" 5' - 5 1/2" 29' - 5 1/2" 1' - 9 1/2"8' - 6 1/2"13' - 2" 23' - 6" 1' - 3" 1' - 0" 1' - 4"10" 12' - 3" 3' - 6" 1' - 7" 6' - 0" 2' - 0 7/8" 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 P ROPERT Y LI NE PR O PERTY LI NE PROPERTY LI NE 06 08 10 12 14 14 14.5 10 10 08 08 04 06 12 +H.P. 08 08 04 06 BU I LD IN G S ETBA CK 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. 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" 2/4/2016 2:17:16 PM 3090 BOOTH CREEK DR. VAIL, CO A3.4 ROOF PLAN CWF HB REIMERS RESIDENCE 02/04/2016 TOV DRB CHANGE TO APPROVED PLANS 0' 2' 4' 8' 16' NORTH 1/4" = 1'-0" 1 ROOF PLAN No. Revision Date Revision Description 1 FEBRUARY 4, 2016 CHANGES TO APPROVED DRB * BUILDING WAS ELEVATED 5 1/2" TO MITIGATE HIGH GROUND WATER TABLE. * FRONT ENTRY ROOF WAS CHANGED FROM A CURVE TO A PITCHED ROOF. DRB APPROVED 2/23/2016 12:00:00 AM UP E08' E04' E02' E14' E12'LO LOT 7 GGG8 10 8 8 4 6 8 6 8 4 42 4 10 8 4 4 8 8 10 10 12 14 12 6 8 E10' A4.3 A4.4 1 1 A4.1 A4.2 1 1 A4.5 1 A4.5 2 1 A5.5 1 A5.7 1 A5.6 2 A5.5 A4.5 3 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"2' - 11" 2' - 6"3' - 0"1' - 3" 7" 2' - 3 1/2" 2' - 6" 2' - 6"2' - 6"1' - 3"4' - 0"2' - 6" 2 A6.8 2 A6.8 2 A6.8 4 A6.8 4 A6.8 4 A6.8 4 A6.8 4 A6.8 9 A6.8 9 A6.8 3 A6.9 6" / 12" 6" / 12" 3 A6.9 3 A6.9 9 A6.8 1 A6.9 1 A6.9 2 A6.8 1 A6.8 8 A6.8 7 A6.8 7 A6.8 7 A6.8 1 A6.9 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"2' - 6" 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 G G J J K K L L G1 G4 GD GD GC GC GA GA GB GB H H I I G5 G2 2" / 12" 2' - 4" 3' - 6 1/2" 4' - 5 1/2" 14' - 11 1/2" 1' - 0 1/2" 16' - 0" 11' - 0" 2' - 0" 9' - 3" 14' - 3" 1' - 10" 80' - 8" 17' - 4 1/2" 5' - 5 1/2" 1' - 2" 5' - 5 1/2" 29' - 5 1/2"1' - 9 1/2"8' - 6 1/2"13' - 2"23' - 6"1' - 2"1' - 0"1' - 4"10" 12' - 3" 3' - 6" 1' - 7" 6' - 0" 2' - 0 7/8" 4' - 11 1/8" 3' - 0" 37' - 8"G3 6" / 12"6" / 12" 2" / 12"2" / 12" 2 1/2" / 12" 3 A5.7 T.O. STRUCTURE @ 8339' - 0 3/8" T.O. EXISTING GRADE @ 8307' - 7" T.O. STRUCTURE @ 8339' - 0 3/8" T.O. EXISTING GRADE @ 8307' - 2" T.O. STRUCTURE @ 8339' - 1 5/8" T.O. EXISTING GRADE @ 8306' - 7" T.O. STRUCTURE @ 8338' - 3 1/4" T.O. EXISTING GRADE @ 8307' - 7 3/8" *1A *2A *3A *4A *5A *6A T.O. STRUCTURE @ 8338' - 8 5/8" T.O. EXISTING GRADE @ 8307' - 1" T.O. STRUCTURE @ 8338' - 8 5/8" T.O. EXISTING GRADE @ 8307' - 10 1/4" 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' - 0 3/8" EXISTING GRADE BELOW RIDGE = 7' - 7" ROOF HEIGHT = 31' - 5 5/8" *2A- BUILDING HEIGHT @ TOP OF SHEATHING = 39' - 0 3/8" EXISTING GRADE BELOW RIDGE = 7' - 2" ROOF HEIGHT = 31' - 10 5/8" *3A- BUILDING HEIGHT @ TOP OF SHEATHING = 38' - 3 1/4" EXISTING GRADE BELOW RIDGE = 7' - 7 3/8" ROOF HEIGHT = 30' - 7 7/8" *4A- BUILDING HEIGHT @ TOP OF SHEATHING = 39' - 1 5/8" EXISTING GRADE BELOW RIDGE = 6' - 7" ROOF HEIGHT = 32' - 6 5/8" *5A- BUILDING HEIGHT @ TOP OF SHEATHING = 38' - 8 5/8" EXISTING GRADE BELOW RIDGE = 7' - 7 3/8" ROOF HEIGHT = 30' - 10 5/16" *6A- BUILDING HEIGHT @ TOP OF SHEATHING = 38' - 8 5/8" EXISTING GRADE BELOW RIDGE = 7' - 1" ROOF HEIGHT = 31' - 7 5/8" PROPOSED SQUARE FOOTAGE ANALYSIS: 3090 Booth Creek Drive, VAIL, CO Zone District: Two-Family Primary/Secondary Residential ( PS ) Lot is .3.28 acres, equal to 14,288 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 1,629 SF .13 SF per 1 SF of site area > 10,000 SF of site area 6,026 x 0.13 equals 0 SF _______________________________________________________________________________ Total Allowed Gross Residential Floor Area (GRFA) for entire lot 6,229 SF Proposed Square Footage Summary (Both Sides of Duplex Combined) Habitable SF GRFA Lower Level 2,247.25 SF 902.5 SF *1 Main Level 2,258.5 SF 2,258.5 SF Upper Level 2,139.5 SF 2,139.5 SF Garage area over 600 SF 0 SF Double height space___________________________649 SF___________ Total 6645.25 SF 5949.5 SF Total Remaining GRFA 279.5 SF *1 59% of the Lower Level wall is above existing or finished grade whichever was more restrictive, therefore 41% of the Lower Level SF is counted as GRFA (LOWER LEVEL HABITABLE 2,247 SF * .41 = 902.5 SF) NOTE- THESE NUMBER ARE APPROXIMATE UNTIL SUBGRADE AREA CALCS ARE COMPLETED Site Coverage Allowable Site Coverage is 20% of the lot 2,858 SF Proposed Site Coverage 2,810.5 SF Proposed Site Coverage for Roofs beyod 4' 34.00 SF Total Proposed Site Coverage 2,844.5 SF Total Remaining Site Coverage both sides 13.5 SF Landscape Area Lot Size 14,288 SF 60% Landscape Area Requirement 8,572.8 SF Lot Size 14,288 SF LESS Building Footprint / Driveway -5,092.5 SF Total Landscape Area 9,195.5 SF Total Hardscape Area Provided (8.3%) 1,666 SF Total Softscape Area Provided 7,529 SF Proposed driveway with snowmelt 2,282 SF Proposed snowmelt @ south patio/ Firepit 253.5 SF Proposed snowmelt zone to lower level 299 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 552 SF is provided. Parking Required per Chapter 10 Primary dwelling unit is more than 5,500 SF GRFA 5 spaces are required. 2 covered 9' x 18' (in garage) and 3 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 1/4" = 1'-0" 10/12/2015 11:40:07 AMA3.4 ROOF PLAN CWF HB REIMERS RESIDENCE10/12/2015 3090 BOOTH CREEK DR. VAIL, COTOV FINAL DRB SUBMITTAL 0' 2' 4' 8' 16' NORTH 1/4" = 1'-0" 1 ROOF PLAN No. Revision Date Revision Description DRB APPROVED 11/4/2015 12:00:00 AM DRB APPROVED 2/23/2016 12:00:00 AM MATERIALS 1. STANDING SEAM METAL ROOF - COPPER RE: SPEC 2. SYNTHETIC SHAKE ROOF RE: SPEC 3. 6X10 WOOD RAFTERS. RE: STRUCT 4. 8X10 RAFTERS RE: STRUCT 5. 2X10 FASCIA 6. 10X14 WOOD OUTLOOK BEAM RE: STRUCT. 7. 8X12 WOOD EAVE BEAM 8. COPPER SHINGLE SIDING RE: SPEC 9. DRY STACKED STONE VENEER RE: SPEC & FINISH SCHEDULE 10. RECLAIMED VERTICAL WOOD SHIP LAP SIDING W/ NO REVEAL BETWEEN BOARDS RE: SPEC & FINISH SCHEDULE 11. HORIZONTAL SHIP LAP SIDING W/ 1/4" REVEAL RE: SPEC & FINISH SCHEDULE 12. 3X3 WOOD TRIM 13. LIFT AND SLIDE DOOR SYSTEM 14. STEEL C-CHANNEL WINDOW HEADER. RE: STRUCT 15. PFSM CLAD PANEL SIDING PAINTED TO MATCH WINDOWS 16. RUBBLE STONE CAP W/ 10 PERCENT MIN. SLOPE AT TOP TO SHED WATER 17. STEEL BEAM. RE: STRUCT 18. 8X8 WOOD STRUT W/ KNIFE PLATE CONNECTIONS @ WALL AND LAG BOLTED TO STEEL BEAM 19. TYPICAL STEEL HANDRAIL PAINTED CUSTOM BLUE/BLACK COLOR 20. 5" ROUND PFSM GUTTER AND 3" DOWNSPOUT. PIPE UNDERGROUND TO DAYLIGHT OUTSIDE OF AREA OF EXCAVATION FOR FOUNDATION AND PROVIDE POWER FOR HEAT TAPE. 21. 10X10 WOOD DECK COLUMN OVER STEEL CAP AND 4X4 HSS COLUMN BASE 22. CUSTOM STEEL CHIMNEY CAP 23. 4" THICK STONE CHIMNEY CAP 24. WOOD BEAM 25. WOOD OUTLOOK BEAM 26. CURVED GLULAM BEAM RE: STRUCT 27. STEEL SPIRAL STAIRCASE 28. PROVIDE RECESS SHADE POCKET ABOVE WINDOW GENERAL NOTES: 1. EXTERIOR LIGHTING: SEE LIGHTING PLANS FOR ALL EXTERIOR LIGHTING AND LIGHTING SCHEDULE 2. SEE EXTERIOR MATERIAL AND COLOR INFORMATION SHEET FOR MORE INFORMATION ON COLORS. SEE OUTLINE SPEC AND ARCHITECTURAL FINISH SCHEDULE. 3. ALL SNOW CLIPS (PADS) AS SHOWN ON THE ROOF AND ABOVE ALL DOORS AND DECKS TO BE AN ENGINEERED SYSTEM PER ROOF TYPE AND SLOPE INSTALLED PER MANUFACTURES RECOMMENDATIONS 4. ALL DIMENSIONS / ELEVATIONS ARE FROM T.O. FINISH U.N.O. 5. WINDOW AND DOOR HEAD / SILL HEIGHTS ARE FROM T.O. FINISH. a. B.O. WINDOW HEADER DIMENSIONS ARE MEASURED TO THE WINDOW UNIT R.O. RE: THE WINDOW SCHEDULE AND DETAILS FOR ACTUAL PLACEMENT OF THE STRUCTURAL HEADER b. MOTORIZED SHADES TO BE PROVIDE IN SHADE POCKET @ ALL LARGE WINDOW OPENINGS THROUGHOUT THE HOUSE. RE: WINDOW SCHEDULE 6. ALL EXTERIOR EXPOSED STEEL HEADERS, BEAM, KNIFE PLATES, ETC, TO BE PAINTED TO MATCH THE DARK BRONZE WINDOW COLOR. 7. EXTERIOR HANDRAIL VERTICAL AND HORIZONTAL SUPPORTS TO BE PAINTED STEEL TO MATCH WINDOW COLOR. 8. ALL MECHANICAL VENT TO BE COPPER U.N.O. 9. SEE WINDOW SCHEDULE AND RCP FOR INDICATION OF WHICH WINDOWS HAVE A CONCEALED SHADE POCKET. MAIN LEVEL FINISHED FLOOR 11' - 11 1/4" UPPER LEVEL FINISHED FLOOR 23' - 11 1/4" LOWER LEVEL FINISHED FLOOR 1' - 6 1/4" EXISTING GRADE @ 7' - 7" 11' - 2" BUILDING HEIGHT @ 31' - 10 13/16" ABOVE EXISTING GRADE 1 A5.1 10' - 5" 12' - 0" 4 A5.5 T.O. RIDGE @ 39' - 3 1/8" 14 8 12 6 6 5 3 22 23 1 14 21 14 20 4 4 8 10 18 16 12 16 17 3 5 9 8 1 10 18 14 7 3 17 5 3 2 16 20 18 16 17 17 5 A6.10 A6.10 1 6 A6.9 2 A6.9 4" / 12" 6" / 12" 2 1/2" / 12" A6.10 7 8 A6.10 6 A6.7 7 A6.7 1 A6.1 1 A6.3 5 A6.9 A6.7 2 2 A6.5 3 A6.1 7 A6.9 1 A5.2 1 A5.3 1 A5.4 2 A8.1 1 A5.9 (2) TYPE "M" LIGHT FIXTURES Q Q J-BOX 1 2 3 4 5 6 7 8 9 10 11 12 2' - 4" 3' - 6 1/2" 4' - 5 1/2" 14' - 11 1/2" 1' - 0 1/2" 15' - 11" 11' - 1" 2' - 0" 9' - 3" 14' - 3" 3' - 1" 81' - 11" 3' - 0" 3' - 0" 4' - 0" 2' - 0" Q 15 T.O. STRUCTURE @ 39' - 5 7/8" 33' - 0" BUILDING HEIGHT LIMIT 33' ABOVE EXISTING GRADE @ ROOF RIDGE EXISTING GRADE DIRECTLY BELOW BUILDING HEIGHT *1A Q Q MOTORIZED SHADE POCKETS INDICATED WITH DASHED LINE AND HATCH RE: RCP ENTRY TRELLIS 2x2 TUBE STL. PURLINS OVER W6X12 BENT RAFTERS. 10 A8.1 11' - 2" 7 A6.8 7' - 0" BRONZE METAL PANEL IN PLACE OF GLAZING IN LOWER WINDOW RE: WINDOW SCHEDULE CUSTOM WOOD FRONT DOOR RE: DOOR SCHEDULE 28 28 28 7 A8.1 9 A8.1 SIM Q B.O. HEADER @ 8' - 9 9/16" B.O. HEADER @ 11' - 0 3/8" B.O. HEADER @ 7' - 6 3/4" B.O. HEADER @ 8' - 0 3/4" 12 A8.1 C10X15.3 C10X15.3 W8X28 W8X28 T.O. STL. BEAM @ 23' - 10 1/4" C10X15.3 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" 2/4/2016 1:50:19 PM 3090 BOOTH CREEK DR. VAIL, CO A4.1 ELEVATIONS CWF HB REIMERS RESIDENCE 02/04/2016 TOV DRB CHANGE TO APPROVED PLANS 0' 2' 4' 8' 16' 1/4" = 1'-0" 1 NORTH ELEVATION 2 Exterior North View 3 Ext. Road View No. Revision Date Revision Description 1 FEBRUARY 4, 2016 CHANGES TO APPROVED DRB * BUILDING WAS ELEVATED 5 1/2" TO MITIGATE HIGH GROUND WATER TABLE. * ELECTRICAL CLOSET WAS MOVED FROM NORTH WALL OF GARAGE TO EAST WALL OF GARAGE. *FRONT ENTRY ROOF WENT FROM A CURVE TO A PITCHED ROOF. * WINDOW OPENING EXPANDED WITH METAL PANEL REPLACING GLAZING ON LOWER PANES. DRB APPROVED 2/23/2016 12:00:00 AM MATERIALS 1. STANDING SEAM METAL ROOF - COPPER RE: SPEC 2. SYNTHETIC SHAKE ROOF RE: SPEC 3. 6X10 WOOD RAFTERS. RE: STRUCT 4. 8X10 RAFTERS RE: STRUCT 5. 2X10 FASCIA. 6. 10X14 WOOD OUTLOOK BEAM RE: STRUCT. 7. 8X12 WOOD EAVE BEAM 8. COPPER SHINGLE SIDING RE: SPEC 9. DRY STACKED STONE VENEER RE: SPEC & FINISH SCHEDULE 10. RECLAIMED VERTICAL WOOD SHIP LAP SIDING W/ NO REVEAL BETWEEN BOARDS RE: SPEC & FINISH SCHEDULE 11. HORIZONTAL SHIP LAP SIDING W/ 1/4" REVEAL RE: SPEC & FINISH SCHEDULE 12. 3X3 WOOD TRIM 13. LIFT AND SLIDE DOOR SYSTEM 14. STEEL C-CHANNEL WINDOW HEADER. RE: STRUCT 15. PFSM CLAD PANEL SIDING PAINTED TO MATCH WINDOWS 16. RUBBLE STONE CAP W/ 10 PERCENT MIN. SLOPE AT TOP TO SHED WATER 17. STEEL BEAM. RE: STRUCT 18. 8X8 WOOD STRUT W/ KNIFE PLATE CONNECTIONS @ WALL AND LAG BOLTED TO STEEL BEAM 19. TYPICAL STEEL HANDRAIL PAINTED CUSTOM BLUE/BLACK COLOR 20. 5" ROUND PFSM GUTTER AND 3" DOWNSPOUT. PIPE UNDERGROUND TO DAYLIGHT OUTSIDE OF AREA OF EXCAVATION FOR FOUNDATION AND PROVIDE POWER FOR HEAT TAPE. 21. 10X10 WOOD DECK COLUMN OVER STEEL CAP AND 4X4 HSS COLUMN BASE 22. CUSTOM STEEL CHIMNEY CAP 23. 4" THICK STONE CHIMNEY CAP 24. WOOD BEAM 25. WOOD OUTLOOK BEAM 26. CURVED GLULAM BEAM RE: STRUCT 27. STEEL SPIRAL STAIRCASE GENERAL NOTES: 1. EXTERIOR LIGHTING: SEE LIGHTING PLANS FOR ALL EXTERIOR LIGHTING AND LIGHTING SCHEDULE 2. SEE EXTERIOR MATERIAL AND COLOR INFORMATION SHEET FOR MORE INFORMATION ON COLORS. SEE OUTLINE SPEC AND ARCHITECTURAL FINISH SCHEDULE. 3. ALL SNOW CLIPS (PADS) AS SHOWN ON THE ROOF AND ABOVE ALL DOORS AND DECKS TO BE AN ENGINEERED SYSTEM PER ROOF TYPE AND SLOPE INSTALLED PER MANUFACTURES RECOMMENDATIONS 4. ALL DIMENSIONS / ELEVATIONS ARE FROM T.O. FINISH U.N.O. 5. WINDOW AND DOOR HEAD / SILL HEIGHTS ARE FROM T.O. FINISH. a. B.O. WINDOW HEADER DIMENSIONS ARE MEASURED TO THE WINDOW UNIT R.O. RE: THE WINDOW SCHEDULE AND DETAILS FOR ACTUAL PLACEMENT OF THE STRUCTURAL HEADER b. MOTORIZED SHADES TO BE PROVIDE THROUGHOUT HOUSE IN SHADE POCKET. c. PROVIDE MOTORIZED SHADE @ LIVING ROOM SOUTH WALL WINDOWS AND ALL BEDROOM WINDOWS AND LARGE BATHROOM WINDOWS. 6. ALL EXTERIOR EXPOSED STEEL HEADERS, BEAM, KNIFE PLATES,ETC, TO BE PAINTED TO MATCH THE DARK BRONZE WINDOW COLOR. 7. EXTERIOR HANDRAIL VERTICAL AND HORIZONTAL SUPPORTS TO BE PAINTED STEEL TO MATCH WINDOW COLOR. 8. ALL MECHANICAL VENT TO BE COPPER U.N.O. MAIN LEVEL FINISHED FLOOR 11' - 5 3/4" UPPER LEVEL FINISHED FLOOR 23' - 5 3/4" LOWER LEVEL FINISHED FLOOR 0' - 11 3/4" EXISTING GRADE @ 7' - 7" 11' - 2"BUILDING HEIGHT @ 31' - 5 3/8" ABOVE EXISTING GRADE10' - 6" 12' - 0"38' - 10 1/4" 14 15 8 12 6 6 5 3 22 23 1 14 21 14 20 4 4 8 10 18 16 12 16 17 3 5 9 14 9 8 1 10 18 14 7 3 17 5 3 2 16 16 20 18 16 17 26 6 A6.9 A6.9 1 6 A6.8 3 A6.8 4" / 12"6" / 12" 2 1/2" / 12" A6.9 8 7 A6.9 6 A6.6 7 A6.6 1 A6.1 1 A6.3 5 A6.8 A6.6 2 5 A6.1 3 A6.1 4 A6.8 1 A8.1 2 A8.1 (2) TYPE "M" LIGHT FIXTURES Q Q J-BOX 1 234 56 7 89101112 2' - 4" 3' - 6 1/2"4' - 5 1/2"14' - 11 1/2"1' - 0 1/2"16' - 0" 11' - 0" 2' - 0"9' - 3"14' - 3"1' - 10" 80' - 8" 3' - 0" 3' - 0" 4' - 0" 7 A8.1 2' - 0" Q 15 T.O. STRUCTURE @ 39' - 0 3/8" 33' - 0"BUILDING HEIGHT LIMIT 33' ABOVE EXISTING GRADE @ ROOF RIDGE EXISTING GRADE DIRECTLY BELOW BUILDING HEIGHT *1A 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" 10/12/2015 11:41:08 AMA4.1 ELEVATIONS CWF HB REIMERS RESIDENCE10/12/2015 3090 BOOTH CREEK DR. VAIL, COTOV FINAL DRB SUBMITTAL 0' 2' 4' 8' 16' 1/4" = 1'-0" 1 NORTH ELEVATION No. Revision Date Revision Description 2 Exterior North View 3 Ext. Road View 28' from eave to existing grade. 33' DRB APPROVED 11/4/2015 12:00:00 AM DRB APPROVED 2/23/2016 12:00:00 AM MATERIALS 1. STANDING SEAM METAL ROOF - COPPER RE: SPEC 2. SYNTHETIC SHAKE ROOF RE: SPEC 3. 6X10 WOOD RAFTERS. RE: STRUCT 4. 8X10 RAFTERS RE: STRUCT 5. 2X10 FASCIA 6. 10X14 WOOD OUTLOOK BEAM RE: STRUCT. 7. 8X12 WOOD EAVE BEAM 8. COPPER SHINGLE SIDING RE: SPEC 9. DRY STACKED STONE VENEER RE: SPEC & FINISH SCHEDULE 10. RECLAIMED VERTICAL WOOD SHIP LAP SIDING W/ NO REVEAL BETWEEN BOARDS RE: SPEC & FINISH SCHEDULE 11. HORIZONTAL SHIP LAP SIDING W/ 1/4" REVEAL RE: SPEC & FINISH SCHEDULE 12. 3X3 WOOD TRIM 13. LIFT AND SLIDE DOOR SYSTEM 14. STEEL C-CHANNEL WINDOW HEADER. RE: STRUCT 15. PFSM CLAD PANEL SIDING PAINTED TO MATCH WINDOWS 16. RUBBLE STONE CAP W/ 10 PERCENT MIN. SLOPE AT TOP TO SHED WATER 17. STEEL BEAM. RE: STRUCT 18. 8X8 WOOD STRUT W/ KNIFE PLATE CONNECTIONS @ WALL AND LAG BOLTED TO STEEL BEAM 19. TYPICAL STEEL HANDRAIL PAINTED CUSTOM BLUE/BLACK COLOR 20. 5" ROUND PFSM GUTTER AND 3" DOWNSPOUT. PIPE UNDERGROUND TO DAYLIGHT OUTSIDE OF AREA OF EXCAVATION FOR FOUNDATION AND PROVIDE POWER FOR HEAT TAPE. 21. 10X10 WOOD DECK COLUMN OVER STEEL CAP AND 4X4 HSS COLUMN BASE 22. CUSTOM STEEL CHIMNEY CAP 23. 4" THICK STONE CHIMNEY CAP 24. WOOD BEAM 25. WOOD OUTLOOK BEAM 26. CURVED GLULAM BEAM RE: STRUCT 27. STEEL SPIRAL STAIRCASE 28. PROVIDE RECESS SHADE POCKET ABOVE WINDOW GENERAL NOTES: 1. EXTERIOR LIGHTING: SEE LIGHTING PLANS FOR ALL EXTERIOR LIGHTING AND LIGHTING SCHEDULE 2. SEE EXTERIOR MATERIAL AND COLOR INFORMATION SHEET FOR MORE INFORMATION ON COLORS. SEE OUTLINE SPEC AND ARCHITECTURAL FINISH SCHEDULE. 3. ALL SNOW CLIPS (PADS) AS SHOWN ON THE ROOF AND ABOVE ALL DOORS AND DECKS TO BE AN ENGINEERED SYSTEM PER ROOF TYPE AND SLOPE INSTALLED PER MANUFACTURES RECOMMENDATIONS 4. ALL DIMENSIONS / ELEVATIONS ARE FROM T.O. FINISH U.N.O. 5. WINDOW AND DOOR HEAD / SILL HEIGHTS ARE FROM T.O. FINISH. a. B.O. WINDOW HEADER DIMENSIONS ARE MEASURED TO THE WINDOW UNIT R.O. RE: THE WINDOW SCHEDULE AND DETAILS FOR ACTUAL PLACEMENT OF THE STRUCTURAL HEADER b. MOTORIZED SHADES TO BE PROVIDE IN SHADE POCKET @ ALL LARGE WINDOW OPENINGS THROUGHOUT THE HOUSE. RE: WINDOW SCHEDULE 6. ALL EXTERIOR EXPOSED STEEL HEADERS, BEAM, KNIFE PLATES, ETC, TO BE PAINTED TO MATCH THE DARK BRONZE WINDOW COLOR. 7. EXTERIOR HANDRAIL VERTICAL AND HORIZONTAL SUPPORTS TO BE PAINTED STEEL TO MATCH WINDOW COLOR. 8. ALL MECHANICAL VENT TO BE COPPER U.N.O. 9. SEE WINDOW SCHEDULE AND RCP FOR INDICATION OF WHICH WINDOWS HAVE A CONCEALED SHADE POCKET. MAIN LEVEL FINISHED FLOOR 11' - 11 1/4" UPPER LEVEL FINISHED FLOOR 23' - 11 1/4" LOWER LEVEL FINISHED FLOOR 1' - 6 1/4" 1 A5.1 4 A5.5 1 5 10 6 17 28 18 10 12 14 19 12 8 21 8 22 23 3 14 6 9 4 17 21 9 10 8 19 12 24 16 3 13 5 3 9 17 24 16 CENTOR SCREEN AT OPENING TRACK TO BE PROVIDED AT HEADER AND SILL. ROLLER TO BE ATTACHED TO WEILAND PANEL FRAME. 15 15 15 7 A6.9 7 A6.9 5 A6.9 6 A6.9 6 A6.9 A6.10 1 1 A6.6 2 A6.6 3 A6.6 4" / 12" 3 A6.9 4 A8.1 7 A8.1 6 A6.7 A6.8 5 1 A6.8 A6.7 2 A6.7 3 4 A6.11 2 1/2" / 12" 6 " / 1 2" 2 A6.5 2 A6.3 5 A6.10 A6.1 4 27 1 A5.2 1 A5.3 1 A5.4 4 A8.1 5 A8.1 6 A8.1 1 A5.9 Q 6 TYPE "M" LIGHT FIXTURES 20 J-BOX STL. SPIRAL STAIRCASE PAINTED TO MATCH BRONZE WINDOW COLOR TYPE "Q" STEP LIGHT DOWN SPOUT 1 2 3 4 5 6 7 8 9 10 11 12 2' - 4" 3' - 6 1/2" 4' - 5 1/2" 14' - 11 1/2" 1' - 0 1/2" 15' - 11" 11' - 1" 2' - 0" 9' - 3" 14' - 3" 3' - 1" 81' - 11" Q Q MOTORIZED SHADE POCKETS INDICATED WITH DASHED LINE AND HATCH RE: RCP MOTORIZED SHADE POCKETS INDICATED WITH DASHED LINE AND HATCH RE: RCP 4' - 0" 2' - 6" T.O. STRUCTURE @ 39' - 5 7/8" 6" / 12" SEE SECTION 2/A5.7 FOR ELEVATION UNDER DECK 12' - 0" 10' - 5" SEE SHEET 2/A5.10 FOR ELEVATION UNDER DECK BUILDING HEIGHT LIMIT 33' ABOVE EXISTING GRADE @ ROOF RIDGE EXISTING GRADE DIRECTLY BELOW BUILDING HEIGHT *4A BUILDING HEIGHT @ 32' - 9 3/4" ABOVE EXISTING GRADE EXISTING GRADE @ 7' - 2" BUILDING HEIGHT LIMIT 33' ABOVE EXISTING GRADE @ ROOF RIDGE EXISTING GRADE DIRECTLY BELOW BUILDING HEIGHT *2A 33' - 0" T.O. STL. BEAM @ 22' - 1 1/4" T.O. STL. BEAM @ 22' - 1 1/4" EXISTING GRADE @ 6' - 7" T.O. STRUCTURE @ 39' - 4 3/4" 15 MATCHLINE FOR SECTION CUT @ PATIO EXPOSED BOARD FORMED CONC. WALL 28 28 28 28 28 28 28 28 28 28 Q MOTORIZED SHADE POCKETS INDICATED WITH DASHED LINE AND HATCH RE: RCP 11 A8.1 11 A8.1 6" / 12" 12 2 1/2" / 12" B.O. HEADER @ 8' - 8 7/8" B.O. HEADER @ 10' - 5 7/8" B.O. DOOR HEADER @ 8' - 9" B.O. HEADER @ 8' - 8 7/8" B.O. HEADER @ 10' - 5 7/8" W12X30 C12X20.7 W12X30 W12X35 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" 2/4/2016 1:50:42 PM 3090 BOOTH CREEK DR. VAIL, CO A4.2 ELEVATIONS CWF HB REIMERS RESIDENCE 02/04/2016 TOV DRB CHANGE TO APPROVED PLANS 0' 2' 4' 8' 16' 1/4" = 1'-0" 1 SOUTH ELEVATION 2 Exterior South View No. Revision Date Revision Description 1 FEBRUARY 4, 2016 CHANGES TO APPROVED DRB * BUILDING WAS ELEVATED 5 1/2" TO MITIGATE HIGH GROUND WATER TABLE. * MAIN LEVEL PATIO ADDED A DROPPED AND CANTILEVERED DECK DRB APPROVED 2/23/2016 12:00:00 AM MATERIALS 1. STANDING SEAM METAL ROOF - COPPER RE: SPEC 2. SYNTHETIC SHAKE ROOF RE: SPEC 3. 6X10 WOOD RAFTERS. RE: STRUCT 4. 8X10 RAFTERS RE: STRUCT 5. 2X10 FASCIA. 6. 10X14 WOOD OUTLOOK BEAM RE: STRUCT. 7. 8X12 WOOD EAVE BEAM 8. COPPER SHINGLE SIDING RE: SPEC 9. DRY STACKED STONE VENEER RE: SPEC & FINISH SCHEDULE 10. RECLAIMED VERTICAL WOOD SHIP LAP SIDING W/ NO REVEAL BETWEEN BOARDS RE: SPEC & FINISH SCHEDULE 11. HORIZONTAL SHIP LAP SIDING W/ 1/4" REVEAL RE: SPEC & FINISH SCHEDULE 12. 3X3 WOOD TRIM 13. LIFT AND SLIDE DOOR SYSTEM 14. STEEL C-CHANNEL WINDOW HEADER. RE: STRUCT 15. PFSM CLAD PANEL SIDING PAINTED TO MATCH WINDOWS 16. RUBBLE STONE CAP W/ 10 PERCENT MIN. SLOPE AT TOP TO SHED WATER 17. STEEL BEAM. RE: STRUCT 18. 8X8 WOOD STRUT W/ KNIFE PLATE CONNECTIONS @ WALL AND LAG BOLTED TO STEEL BEAM 19. TYPICAL STEEL HANDRAIL PAINTED CUSTOM BLUE/BLACK COLOR 20. 5" ROUND PFSM GUTTER AND 3" DOWNSPOUT. PIPE UNDERGROUND TO DAYLIGHT OUTSIDE OF AREA OF EXCAVATION FOR FOUNDATION AND PROVIDE POWER FOR HEAT TAPE. 21. 10X10 WOOD DECK COLUMN OVER STEEL CAP AND 4X4 HSS COLUMN BASE 22. CUSTOM STEEL CHIMNEY CAP 23. 4" THICK STONE CHIMNEY CAP 24. WOOD BEAM 25. WOOD OUTLOOK BEAM 26. CURVED GLULAM BEAM RE: STRUCT 27. STEEL SPIRAL STAIRCASE GENERAL NOTES: 1. EXTERIOR LIGHTING: SEE LIGHTING PLANS FOR ALL EXTERIOR LIGHTING AND LIGHTING SCHEDULE 2. SEE EXTERIOR MATERIAL AND COLOR INFORMATION SHEET FOR MORE INFORMATION ON COLORS. SEE OUTLINE SPEC AND ARCHITECTURAL FINISH SCHEDULE. 3. ALL SNOW CLIPS (PADS) AS SHOWN ON THE ROOF AND ABOVE ALL DOORS AND DECKS TO BE AN ENGINEERED SYSTEM PER ROOF TYPE AND SLOPE INSTALLED PER MANUFACTURES RECOMMENDATIONS 4. ALL DIMENSIONS / ELEVATIONS ARE FROM T.O. FINISH U.N.O. 5. WINDOW AND DOOR HEAD / SILL HEIGHTS ARE FROM T.O. FINISH. a. B.O. WINDOW HEADER DIMENSIONS ARE MEASURED TO THE WINDOW UNIT R.O. RE: THE WINDOW SCHEDULE AND DETAILS FOR ACTUAL PLACEMENT OF THE STRUCTURAL HEADER b. MOTORIZED SHADES TO BE PROVIDE THROUGHOUT HOUSE IN SHADE POCKET. c. PROVIDE MOTORIZED SHADE @ LIVING ROOM SOUTH WALL WINDOWS AND ALL BEDROOM WINDOWS AND LARGE BATHROOM WINDOWS. 6. ALL EXTERIOR EXPOSED STEEL HEADERS, BEAM, KNIFE PLATES,ETC, TO BE PAINTED TO MATCH THE DARK BRONZE WINDOW COLOR. 7. EXTERIOR HANDRAIL VERTICAL AND HORIZONTAL SUPPORTS TO BE PAINTED STEEL TO MATCH WINDOW COLOR. 8. ALL MECHANICAL VENT TO BE COPPER U.N.O. MAIN LEVEL FINISHED FLOOR 11' - 5 3/4" UPPER LEVEL FINISHED FLOOR 23' - 5 3/4" LOWER LEVEL FINISHED FLOOR 0' - 11 3/4" 10' - 2 1/2"1 5 10 6 17 5 18 10 12 14 19 12 8 21 8 22 23 3 14 6 9 4 17 21 9 10 8 19 12 24 16 3 13 5 3 9 17 24 12 16 CENTOR SCREEN AT OPENING TRACK TO BE PROVIDED AT HEADER AND SILL. ROLLER TO BE ATTACHED TO WEILAND PANEL FRAME. 15 15 15 4 A6.8 4 A6.8 5 A6.8 6 A6.8 6 A6.8 A6.9 1 1 A6.5 2 A6.5 3 A6.5 4" / 12"2 A6.8 4 A6.5 4 A6.5 6 A6.6 A6.7 5 1 A6.7 A6.6 2 A6.6 3 1 A6.8 6" / 12" 2 1/2" / 12" 6" / 1 2" 5 A6.1 2 A6.3 6 A6.9 A6.1 7 27 3 RISERS @ 7" 2 TREADS @ 12" 4 A8.1 5 A8.1 6 A8.1 Q 7 TYPE "M" LIGHT FIXTURES 29 110 20 J-BOX 1 TYPE "M" LIGHT FIXTURES STL. SPIRAL STAIRCASE PAINTED TO MATCH BRONZE WINDOW COLOR TYPE "Q" STEP LIGHT DOWN SPOUT 1 2 3 4 5 6 7 8 9 10 11 12 2' - 4" 3' - 6 1/2" 4' - 5 1/2" 14' - 11 1/2" 1' - 0 1/2" 16' - 0" 11' - 0" 2' - 0" 9' - 3" 14' - 3" 1' - 10" 80' - 8" Q Q MOTORIZED SHADE POCKETS INDICATED WITH DASHED LINE AND HATCH RE: RCP MOTORIZED SHADE POCKETS INDICATED WITH DASHED LINE AND HATCH RE: RCP 4' - 0" 2' - 6" 2' - 6" 1' - 0 3/4" T.O. STRUCTURE @ 39' - 0 3/8" T.O. STRUCTURE @ 39' - 1 5/8" 6" / 12" SEE SECTION 2/A5.7 FOR ELEVATION UNDER DECK 12' - 0"10' - 6" 2' - 2 1/2"SEE SECTION 2/A5.7 FOR ELEVATION UNDER DECK BUILDING HEIGHT LIMIT 33' ABOVE EXISTING GRADE @ ROOF RIDGE EXISTING GRADE DIRECTLY BELOW BUILDING HEIGHT *4A BUILDING HEIGHT @ 32' - 6 5/8" ABOVE EXISTING GRADEEXISTING GRADE @ 7' - 2" BUILDING HEIGHT LIMIT 33' ABOVE EXISTING GRADE @ ROOF RIDGE EXISTING GRADE DIRECTLY BELOW BUILDING HEIGHT *2A 33' - 0"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" 10/12/2015 11:41:51 AMA4.2 ELEVATIONS CWF HB REIMERS RESIDENCE10/12/2015 3090 BOOTH CREEK DR. VAIL, COTOV FINAL DRB SUBMITTAL 0' 2' 4' 8' 16' 1/4" = 1'-0" 1 SOUTH ELEVATION No. Revision Date Revision Description 2 Exterior South View 32' 33' DRB APPROVED 11/4/2015 12:00:00 AM DRB APPROVED 2/23/2016 12:00:00 AM MATERIALS 1. STANDING SEAM METAL ROOF - COPPER RE: SPEC 2. SYNTHETIC SHAKE ROOF RE: SPEC 3. 6X10 WOOD RAFTERS. RE: STRUCT 4. 8X10 RAFTERS RE: STRUCT 5. 2X10 FASCIA 6. 10X14 WOOD OUTLOOK BEAM RE: STRUCT. 7. 8X12 WOOD EAVE BEAM 8. COPPER SHINGLE SIDING RE: SPEC 9. DRY STACKED STONE VENEER RE: SPEC & FINISH SCHEDULE 10. RECLAIMED VERTICAL WOOD SHIP LAP SIDING W/ NO REVEAL BETWEEN BOARDS RE: SPEC & FINISH SCHEDULE 11. HORIZONTAL SHIP LAP SIDING W/ 1/4" REVEAL RE: SPEC & FINISH SCHEDULE 12. 3X3 WOOD TRIM 13. LIFT AND SLIDE DOOR SYSTEM 14. STEEL C-CHANNEL WINDOW HEADER. RE: STRUCT 15. PFSM CLAD PANEL SIDING PAINTED TO MATCH WINDOWS 16. RUBBLE STONE CAP W/ 10 PERCENT MIN. SLOPE AT TOP TO SHED WATER 17. STEEL BEAM. RE: STRUCT 18. 8X8 WOOD STRUT W/ KNIFE PLATE CONNECTIONS @ WALL AND LAG BOLTED TO STEEL BEAM 19. TYPICAL STEEL HANDRAIL PAINTED CUSTOM BLUE/BLACK COLOR 20. 5" ROUND PFSM GUTTER AND 3" DOWNSPOUT. PIPE UNDERGROUND TO DAYLIGHT OUTSIDE OF AREA OF EXCAVATION FOR FOUNDATION AND PROVIDE POWER FOR HEAT TAPE. 21. 10X10 WOOD DECK COLUMN OVER STEEL CAP AND 4X4 HSS COLUMN BASE 22. CUSTOM STEEL CHIMNEY CAP 23. 4" THICK STONE CHIMNEY CAP 24. WOOD BEAM 25. WOOD OUTLOOK BEAM 26. CURVED GLULAM BEAM RE: STRUCT 27. STEEL SPIRAL STAIRCASE 28. PROVIDE RECESS SHADE POCKET ABOVE WINDOW GENERAL NOTES: 1. EXTERIOR LIGHTING: SEE LIGHTING PLANS FOR ALL EXTERIOR LIGHTING AND LIGHTING SCHEDULE 2. SEE EXTERIOR MATERIAL AND COLOR INFORMATION SHEET FOR MORE INFORMATION ON COLORS. SEE OUTLINE SPEC AND ARCHITECTURAL FINISH SCHEDULE. 3. ALL SNOW CLIPS (PADS) AS SHOWN ON THE ROOF AND ABOVE ALL DOORS AND DECKS TO BE AN ENGINEERED SYSTEM PER ROOF TYPE AND SLOPE INSTALLED PER MANUFACTURES RECOMMENDATIONS 4. ALL DIMENSIONS / ELEVATIONS ARE FROM T.O. FINISH U.N.O. 5. WINDOW AND DOOR HEAD / SILL HEIGHTS ARE FROM T.O. FINISH. a. B.O. WINDOW HEADER DIMENSIONS ARE MEASURED TO THE WINDOW UNIT R.O. RE: THE WINDOW SCHEDULE AND DETAILS FOR ACTUAL PLACEMENT OF THE STRUCTURAL HEADER b. MOTORIZED SHADES TO BE PROVIDE IN SHADE POCKET @ ALL LARGE WINDOW OPENINGS THROUGHOUT THE HOUSE. RE: WINDOW SCHEDULE 6. ALL EXTERIOR EXPOSED STEEL HEADERS, BEAM, KNIFE PLATES, ETC, TO BE PAINTED TO MATCH THE DARK BRONZE WINDOW COLOR. 7. EXTERIOR HANDRAIL VERTICAL AND HORIZONTAL SUPPORTS TO BE PAINTED STEEL TO MATCH WINDOW COLOR. 8. ALL MECHANICAL VENT TO BE COPPER U.N.O. 9. SEE WINDOW SCHEDULE AND RCP FOR INDICATION OF WHICH WINDOWS HAVE A CONCEALED SHADE POCKET. MAIN LEVEL FINISHED FLOOR 11' - 11 1/4" UPPER LEVEL FINISHED FLOOR 23' - 11 1/4" LOWER LEVEL FINISHED FLOOR 1' - 6 1/4" 12' - 0" 10' - 5" 1 A5.7 1 A5.6 2 A5.7 22 23 2 2 1 5 10 12 18 16 8 8 10 1 8 12 7 18 14 21 10 6 6 3 17 3 3 19 17 24 9 17 15 15 1 A6.9 A6.9 5 2 A6.10 1 A6.10 A6.8 5 2 A6.5 1 A6.8 7 A6.10 2 1/2" / 12" 6" / 12" 1 A6.1 6 A6.7 2 A6.7 1 A5.8 5 A8.1 6 A8.1 3 A6.3 1 A8.1 2 A8.1 Q Q J-BOX DOWN SPOUT A B C D E F G J K L H I 1' - 3"1' - 0"1' - 4" 10" 12' - 3" 3' - 6" 1' - 7" 6' - 0" 2' - 0 7/8" 4' - 11 1/8" 3' - 0" 37' - 9" 4' - 0" 3' - 0" 1' - 6" MOTORIZED SHADE POCKETS INDICATED WITH DASHED LINE AND HATCH RE: RCP MOTORIZED SHADE POCKETS INDICATED WITH DASHED LINE AND HATCH RE: RCP Q 1 A5.10 AC UNIT T.O. STL. BEAM @ 22' - 1 1/4" T.O. STL. BEAM @ 22' - 1 1/4" MECH. INTAKE BOUDLER WALLS SHOWN DIAGRAMATICALLY. SEE LANDSCAPE PLAN FOR BOULDER WALL INFO. 14 28 28 28 28 4" BATHROOM EXHAUST VENTS. RE: MECH. 4" BATHROOM EXHAUST VENTS. RE: MECH. 24 SIM B.O. HEADER @ 9' - 0 3/8" B.O. HEADER @ 8' - 8 7/8" B.O. HEADER @ 10' - 5 7/8" B.O. HEADER @ 8' - 0 3/4" B.O. HEADER @ 8' - 0 3/4" W12X35 W12X30 W12X30 C10X15.3 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" 2/4/2016 1:51:08 PM 3090 BOOTH CREEK DR. VAIL, CO A4.3 ELEVATIONS CWF HB REIMERS RESIDENCE 02/04/2016 TOV DRB CHANGE TO APPROVED PLANS 0' 2' 4' 8' 16' 1/4" = 1'-0" 1 WEST ELEVATION 2 Exterior Southwest View No. Revision Date Revision Description 1 FEBRUARY 4, 2016 CHANGES TO APPROVED DRB * MAIN LEVEL PATIO ADDED A DROPPED AND CANTILEVERED DECK * EXHAUST VENTS WERE ADDED TO EXTERIOR WALLS. * ENTRY ROOF WAS CHANGED FROM A CURVE TO A PITCHED ROOF. * UPPER LEVEL DECK WAS EXTENDED TO GRID G AND SUPPORT COLUMN WAS REMOVED. DRB APPROVED 2/23/2016 12:00:00 AM MATERIALS 1. STANDING SEAM METAL ROOF - COPPER RE: SPEC 2. SYNTHETIC SHAKE ROOF RE: SPEC 3. 6X10 WOOD RAFTERS. RE: STRUCT 4. 8X10 RAFTERS RE: STRUCT 5. 2X10 FASCIA. 6. 10X14 WOOD OUTLOOK BEAM RE: STRUCT. 7. 8X12 WOOD EAVE BEAM 8. COPPER SHINGLE SIDING RE: SPEC 9. DRY STACKED STONE VENEER RE: SPEC & FINISH SCHEDULE 10. RECLAIMED VERTICAL WOOD SHIP LAP SIDING W/ NO REVEAL BETWEEN BOARDS RE: SPEC & FINISH SCHEDULE 11. HORIZONTAL SHIP LAP SIDING W/ 1/4" REVEAL RE: SPEC & FINISH SCHEDULE 12. 3X3 WOOD TRIM 13. LIFT AND SLIDE DOOR SYSTEM 14. STEEL C-CHANNEL WINDOW HEADER. RE: STRUCT 15. PFSM CLAD PANEL SIDING PAINTED TO MATCH WINDOWS 16. RUBBLE STONE CAP W/ 10 PERCENT MIN. SLOPE AT TOP TO SHED WATER 17. STEEL BEAM. RE: STRUCT 18. 8X8 WOOD STRUT W/ KNIFE PLATE CONNECTIONS @ WALL AND LAG BOLTED TO STEEL BEAM 19. TYPICAL STEEL HANDRAIL PAINTED CUSTOM BLUE/BLACK COLOR 20. 5" ROUND PFSM GUTTER AND 3" DOWNSPOUT. PIPE UNDERGROUND TO DAYLIGHT OUTSIDE OF AREA OF EXCAVATION FOR FOUNDATION AND PROVIDE POWER FOR HEAT TAPE. 21. 10X10 WOOD DECK COLUMN OVER STEEL CAP AND 4X4 HSS COLUMN BASE 22. CUSTOM STEEL CHIMNEY CAP 23. 4" THICK STONE CHIMNEY CAP 24. WOOD BEAM 25. WOOD OUTLOOK BEAM 26. CURVED GLULAM BEAM RE: STRUCT 27. STEEL SPIRAL STAIRCASE GENERAL NOTES: 1. EXTERIOR LIGHTING: SEE LIGHTING PLANS FOR ALL EXTERIOR LIGHTING AND LIGHTING SCHEDULE 2. SEE EXTERIOR MATERIAL AND COLOR INFORMATION SHEET FOR MORE INFORMATION ON COLORS. SEE OUTLINE SPEC AND ARCHITECTURAL FINISH SCHEDULE. 3. ALL SNOW CLIPS (PADS) AS SHOWN ON THE ROOF AND ABOVE ALL DOORS AND DECKS TO BE AN ENGINEERED SYSTEM PER ROOF TYPE AND SLOPE INSTALLED PER MANUFACTURES RECOMMENDATIONS 4. ALL DIMENSIONS / ELEVATIONS ARE FROM T.O. FINISH U.N.O. 5. WINDOW AND DOOR HEAD / SILL HEIGHTS ARE FROM T.O. FINISH. a. B.O. WINDOW HEADER DIMENSIONS ARE MEASURED TO THE WINDOW UNIT R.O. RE: THE WINDOW SCHEDULE AND DETAILS FOR ACTUAL PLACEMENT OF THE STRUCTURAL HEADER b. MOTORIZED SHADES TO BE PROVIDE THROUGHOUT HOUSE IN SHADE POCKET. c. PROVIDE MOTORIZED SHADE @ LIVING ROOM SOUTH WALL WINDOWS AND ALL BEDROOM WINDOWS AND LARGE BATHROOM WINDOWS. 6. ALL EXTERIOR EXPOSED STEEL HEADERS, BEAM, KNIFE PLATES,ETC, TO BE PAINTED TO MATCH THE DARK BRONZE WINDOW COLOR. 7. EXTERIOR HANDRAIL VERTICAL AND HORIZONTAL SUPPORTS TO BE PAINTED STEEL TO MATCH WINDOW COLOR. 8. ALL MECHANICAL VENT TO BE COPPER U.N.O. MAIN LEVEL FINISHED FLOOR 11' - 5 3/4" UPPER LEVEL FINISHED FLOOR 23' - 5 3/4" LOWER LEVEL FINISHED FLOOR 0' - 11 3/4" 12' - 0"10' - 6" 22 23 2 2 1 5 10 12 18 16 8 8 10 21 1 8 12 7 18 14 21 10 6 6 3 17 3 3 19 17 21 24 9 17 17 15 15 2 A6.8 A6.8 5 3 A6.9 1 A6.9 A6.7 5 5 A6.1 1 A6.7 8 A6.9 2 1/2" / 12"6" / 12"1 A6.1 6 A6.6 2 A6.6 5 A8.1 6 A8.1 4 A8.1 3 A8.1 1 A8.1 2 A8.1 Q Q J-BOX DOWN SPOUT A B C D E F G J K LH I 1' - 2"1' - 0"1' - 4" 10" 12' - 3" 3' - 6" 1' - 7" 6' - 0" 2' - 0 7/8" 4' - 11 1/8" 3' - 0" 37' - 8" 4' - 0" 3' - 0" 1' - 6" MOTORIZED SHADE POCKETS INDICATED WITH DASHED LINE AND HATCH RE: RCP MOTORIZED SHADE POCKETS INDICATED WITH DASHED LINE AND HATCH RE: RCP Q B.O. HEADER @ 8' - 0"AC UNIT 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" 10/12/2015 11:42:35 AMA4.3 ELEVATIONS CWF HB REIMERS RESIDENCE10/12/2015 3090 BOOTH CREEK DR. VAIL, COTOV FINAL DRB SUBMITTAL 0' 2' 4' 8' 16' No. Revision Date Revision Description 1/4" = 1'-0" 1 WEST ELEVATION 2 Exterior Southwest View DRB APPROVED 11/4/2015 12:00:00 AM DRB APPROVED 2/23/2016 12:00:00 AM MATERIALS 1. STANDING SEAM METAL ROOF - COPPER RE: SPEC 2. SYNTHETIC SHAKE ROOF RE: SPEC 3. 6X10 WOOD RAFTERS. RE: STRUCT 4. 8X10 RAFTERS RE: STRUCT 5. 2X10 FASCIA 6. 10X14 WOOD OUTLOOK BEAM RE: STRUCT. 7. 8X12 WOOD EAVE BEAM 8. COPPER SHINGLE SIDING RE: SPEC 9. DRY STACKED STONE VENEER RE: SPEC & FINISH SCHEDULE 10. RECLAIMED VERTICAL WOOD SHIP LAP SIDING W/ NO REVEAL BETWEEN BOARDS RE: SPEC & FINISH SCHEDULE 11. HORIZONTAL SHIP LAP SIDING W/ 1/4" REVEAL RE: SPEC & FINISH SCHEDULE 12. 3X3 WOOD TRIM 13. LIFT AND SLIDE DOOR SYSTEM 14. STEEL C-CHANNEL WINDOW HEADER. RE: STRUCT 15. PFSM CLAD PANEL SIDING PAINTED TO MATCH WINDOWS 16. RUBBLE STONE CAP W/ 10 PERCENT MIN. SLOPE AT TOP TO SHED WATER 17. STEEL BEAM. RE: STRUCT 18. 8X8 WOOD STRUT W/ KNIFE PLATE CONNECTIONS @ WALL AND LAG BOLTED TO STEEL BEAM 19. TYPICAL STEEL HANDRAIL PAINTED CUSTOM BLUE/BLACK COLOR 20. 5" ROUND PFSM GUTTER AND 3" DOWNSPOUT. PIPE UNDERGROUND TO DAYLIGHT OUTSIDE OF AREA OF EXCAVATION FOR FOUNDATION AND PROVIDE POWER FOR HEAT TAPE. 21. 10X10 WOOD DECK COLUMN OVER STEEL CAP AND 4X4 HSS COLUMN BASE 22. CUSTOM STEEL CHIMNEY CAP 23. 4" THICK STONE CHIMNEY CAP 24. WOOD BEAM 25. WOOD OUTLOOK BEAM 26. CURVED GLULAM BEAM RE: STRUCT 27. STEEL SPIRAL STAIRCASE 28. PROVIDE RECESS SHADE POCKET ABOVE WINDOW GENERAL NOTES: 1. EXTERIOR LIGHTING: SEE LIGHTING PLANS FOR ALL EXTERIOR LIGHTING AND LIGHTING SCHEDULE 2. SEE EXTERIOR MATERIAL AND COLOR INFORMATION SHEET FOR MORE INFORMATION ON COLORS. SEE OUTLINE SPEC AND ARCHITECTURAL FINISH SCHEDULE. 3. ALL SNOW CLIPS (PADS) AS SHOWN ON THE ROOF AND ABOVE ALL DOORS AND DECKS TO BE AN ENGINEERED SYSTEM PER ROOF TYPE AND SLOPE INSTALLED PER MANUFACTURES RECOMMENDATIONS 4. ALL DIMENSIONS / ELEVATIONS ARE FROM T.O. FINISH U.N.O. 5. WINDOW AND DOOR HEAD / SILL HEIGHTS ARE FROM T.O. FINISH. a. B.O. WINDOW HEADER DIMENSIONS ARE MEASURED TO THE WINDOW UNIT R.O. RE: THE WINDOW SCHEDULE AND DETAILS FOR ACTUAL PLACEMENT OF THE STRUCTURAL HEADER b. MOTORIZED SHADES TO BE PROVIDE IN SHADE POCKET @ ALL LARGE WINDOW OPENINGS THROUGHOUT THE HOUSE. RE: WINDOW SCHEDULE 6. ALL EXTERIOR EXPOSED STEEL HEADERS, BEAM, KNIFE PLATES, ETC, TO BE PAINTED TO MATCH THE DARK BRONZE WINDOW COLOR. 7. EXTERIOR HANDRAIL VERTICAL AND HORIZONTAL SUPPORTS TO BE PAINTED STEEL TO MATCH WINDOW COLOR. 8. ALL MECHANICAL VENT TO BE COPPER U.N.O. 9. SEE WINDOW SCHEDULE AND RCP FOR INDICATION OF WHICH WINDOWS HAVE A CONCEALED SHADE POCKET. MAIN LEVEL FINISHED FLOOR 11' - 11 1/4" UPPER LEVEL FINISHED FLOOR 23' - 11 1/4" LOWER LEVEL FINISHED FLOOR 1' - 6 1/4" 1 A5.7 1 A5.6 2 A5.7 22 23 1 2 9 8 12 5 11 12 5 10 21 14 5 6 10 2 6 3 9 19 8 5 16 9 3 3 18 17 12 17 24 1 A6.9 2 A6.10 1 A6.8 A6.7 3 A6.1 4 1 A5.8 4 A8.1 3 A8.1 Q Q Q 20 20 J-BOX 2 1/2" / 12" A B C D E F G J K L H I 3' - 0" 4' - 11 1/8" 2' - 0 7/8" 6' - 0" 1' - 7" 3' - 6" 12' - 3" 10" 1' - 4"1' - 0"1' - 3" 37' - 9" Q MOTORIZED SHADE POCKETS INDICATED WITH DASHED LINE AND HATCH RE: RCP 4' - 0" 6" / 12" 2 1/2" / 12" DOWN SPOUT B.O. HEADER @ 9' - 6 3/4" B.O. HEADER @ 7' - 2" B.O. HEADER @ 10' - 5 1/8" 1 A5.10 STEEL RAIL T.O. LOWER LEVEL PATIO @ 3' - 3 1/4" 32' - 8 3/4" 15 T.O. STRUCTURE @ 36' - 0" 12' - 0" 10' - 5" 28 28 4" BATHROOM EXHAUST VENT. RE: MECH. T.O. STL. BEAM @ 22' - 1 1/4" T.O. STL. BEAM @ 22' - 1 1/4" Q SIM W12X30 W12X30 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" 2/4/2016 1:51:33 PM 3090 BOOTH CREEK DR. VAIL, CO A4.4 ELEVATION CWF HB REIMERS RESIDENCE 02/04/2016 TOV DRB CHANGE TO APPROVED PLANS 0' 2' 4' 8' 16' 1/4" = 1'-0" 1 EAST ELEVATION 2 Exterior Southeast View No. Revision Date Revision Description 1 FEBRUARY 4, 2016 CHANGES TO APPROVED DRB * MAIN LEVEL PATIO ADDED A DROPPED AND CANTILEVERED DECK * EXHAUST VENTS WERE ADDED TO EXTERIOR WALLS. * FIREPLACE WALL WAS CANTED * UPPER LEVEL DECK WAS EXTENDED TO GRID G AND SUPPORT COLUMN WAS REMOVED. * ELECTRICAL CLOSET WAS MOVED FROM NORTH WALL OF GARAGE TO EAST WALL OF GARAGE. * WINDOW ON EAST WALL OF GARAGE WAS REMOVED. * UPPER LEVEL WINDOW WAS CHANGED FROM A HORIZONTAL ORIENTATION TO A VERTICAL ORIENTATION. DRB APPROVED 2/23/2016 12:00:00 AM MATERIALS 1. STANDING SEAM METAL ROOF - COPPER RE: SPEC 2. SYNTHETIC SHAKE ROOF RE: SPEC 3. 6X10 WOOD RAFTERS. RE: STRUCT 4. 8X10 RAFTERS RE: STRUCT 5. 2X10 FASCIA. 6. 10X14 WOOD OUTLOOK BEAM RE: STRUCT. 7. 8X12 WOOD EAVE BEAM 8. COPPER SHINGLE SIDING RE: SPEC 9. DRY STACKED STONE VENEER RE: SPEC & FINISH SCHEDULE 10. RECLAIMED VERTICAL WOOD SHIP LAP SIDING W/ NO REVEAL BETWEEN BOARDS RE: SPEC & FINISH SCHEDULE 11. HORIZONTAL SHIP LAP SIDING W/ 1/4" REVEAL RE: SPEC & FINISH SCHEDULE 12. 3X3 WOOD TRIM 13. LIFT AND SLIDE DOOR SYSTEM 14. STEEL C-CHANNEL WINDOW HEADER. RE: STRUCT 15. PFSM CLAD PANEL SIDING PAINTED TO MATCH WINDOWS 16. RUBBLE STONE CAP W/ 10 PERCENT MIN. SLOPE AT TOP TO SHED WATER 17. STEEL BEAM. RE: STRUCT 18. 8X8 WOOD STRUT W/ KNIFE PLATE CONNECTIONS @ WALL AND LAG BOLTED TO STEEL BEAM 19. TYPICAL STEEL HANDRAIL PAINTED CUSTOM BLUE/BLACK COLOR 20. 5" ROUND PFSM GUTTER AND 3" DOWNSPOUT. PIPE UNDERGROUND TO DAYLIGHT OUTSIDE OF AREA OF EXCAVATION FOR FOUNDATION AND PROVIDE POWER FOR HEAT TAPE. 21. 10X10 WOOD DECK COLUMN OVER STEEL CAP AND 4X4 HSS COLUMN BASE 22. CUSTOM STEEL CHIMNEY CAP 23. 4" THICK STONE CHIMNEY CAP 24. WOOD BEAM 25. WOOD OUTLOOK BEAM 26. CURVED GLULAM BEAM RE: STRUCT 27. STEEL SPIRAL STAIRCASE GENERAL NOTES: 1. EXTERIOR LIGHTING: SEE LIGHTING PLANS FOR ALL EXTERIOR LIGHTING AND LIGHTING SCHEDULE 2. SEE EXTERIOR MATERIAL AND COLOR INFORMATION SHEET FOR MORE INFORMATION ON COLORS. SEE OUTLINE SPEC AND ARCHITECTURAL FINISH SCHEDULE. 3. ALL SNOW CLIPS (PADS) AS SHOWN ON THE ROOF AND ABOVE ALL DOORS AND DECKS TO BE AN ENGINEERED SYSTEM PER ROOF TYPE AND SLOPE INSTALLED PER MANUFACTURES RECOMMENDATIONS 4. ALL DIMENSIONS / ELEVATIONS ARE FROM T.O. FINISH U.N.O. 5. WINDOW AND DOOR HEAD / SILL HEIGHTS ARE FROM T.O. FINISH. a. B.O. WINDOW HEADER DIMENSIONS ARE MEASURED TO THE WINDOW UNIT R.O. RE: THE WINDOW SCHEDULE AND DETAILS FOR ACTUAL PLACEMENT OF THE STRUCTURAL HEADER b. MOTORIZED SHADES TO BE PROVIDE THROUGHOUT HOUSE IN SHADE POCKET. c. PROVIDE MOTORIZED SHADE @ LIVING ROOM SOUTH WALL WINDOWS AND ALL BEDROOM WINDOWS AND LARGE BATHROOM WINDOWS. 6. ALL EXTERIOR EXPOSED STEEL HEADERS, BEAM, KNIFE PLATES,ETC, TO BE PAINTED TO MATCH THE DARK BRONZE WINDOW COLOR. 7. EXTERIOR HANDRAIL VERTICAL AND HORIZONTAL SUPPORTS TO BE PAINTED STEEL TO MATCH WINDOW COLOR. 8. ALL MECHANICAL VENT TO BE COPPER U.N.O. MAIN LEVEL FINISHED FLOOR 11' - 5 3/4" UPPER LEVEL FINISHED FLOOR 23' - 5 3/4" LOWER LEVEL FINISHED FLOOR 0' - 11 3/4" 22 23 1 2 9 8 12 5 11 12 5 10 21 14 5 6 10 2 6 3 9 19 8 5 16 9 3 3 18 17 12 17 24 2 A6.8 3 A6.9 1 A6.7 A6.6 3 A6.1 7 4 A8.1 3 A8.1 Q Q Q 20 20 J-BOX 2 1/2" / 12" A B C D E F GJ KL H I 3' - 0" 4' - 11 1/8" 2' - 0 7/8" 6' - 0" 1' - 7" 3' - 6" 12' - 3" 10" 1' - 4"1' - 0"1' - 2" 37' - 8" Q MOTORIZED SHADE POCKETS INDICATED WITH DASHED LINE AND HATCH RE: RCP 4' - 0" 6" / 12"2 1/2" / 12"DOWN SPOUT B.O. HEADER @ 10' - 0"B.O. HEADER @ 7' - 2"B.O. HEADER @ 10' - 8 1/2"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" 10/12/2015 11:43:24 AMA4.4 ELEVATION CWF HB REIMERS RESIDENCE10/12/2015 3090 BOOTH CREEK DR. VAIL, COTOV FINAL DRB SUBMITTAL 0' 2' 4' 8' 16' No. Revision Date Revision Description 1/4" = 1'-0" 1 EAST ELEVATION 2 Exterior Southeast View DRB APPROVED 11/4/2015 12:00:00 AM DRB APPROVED 2/23/2016 12:00:00 AM MATERIALS 1. STANDING SEAM METAL ROOF - COPPER RE: SPEC 2. SYNTHETIC SHAKE ROOF RE: SPEC 3. 6X10 WOOD RAFTERS. RE: STRUCT 4. 8X10 RAFTERS RE: STRUCT 5. 2X10 FASCIA 6. 10X14 WOOD OUTLOOK BEAM RE: STRUCT. 7. 8X12 WOOD EAVE BEAM 8. COPPER SHINGLE SIDING RE: SPEC 9. DRY STACKED STONE VENEER RE: SPEC & FINISH SCHEDULE 10. RECLAIMED VERTICAL WOOD SHIP LAP SIDING W/ NO REVEAL BETWEEN BOARDS RE: SPEC & FINISH SCHEDULE 11. HORIZONTAL SHIP LAP SIDING W/ 1/4" REVEAL RE: SPEC & FINISH SCHEDULE 12. 3X3 WOOD TRIM 13. LIFT AND SLIDE DOOR SYSTEM 14. STEEL C-CHANNEL WINDOW HEADER. RE: STRUCT 15. PFSM CLAD PANEL SIDING PAINTED TO MATCH WINDOWS 16. RUBBLE STONE CAP W/ 10 PERCENT MIN. SLOPE AT TOP TO SHED WATER 17. STEEL BEAM. RE: STRUCT 18. 8X8 WOOD STRUT W/ KNIFE PLATE CONNECTIONS @ WALL AND LAG BOLTED TO STEEL BEAM 19. TYPICAL STEEL HANDRAIL PAINTED CUSTOM BLUE/BLACK COLOR 20. 5" ROUND PFSM GUTTER AND 3" DOWNSPOUT. PIPE UNDERGROUND TO DAYLIGHT OUTSIDE OF AREA OF EXCAVATION FOR FOUNDATION AND PROVIDE POWER FOR HEAT TAPE. 21. 10X10 WOOD DECK COLUMN OVER STEEL CAP AND 4X4 HSS COLUMN BASE 22. CUSTOM STEEL CHIMNEY CAP 23. 4" THICK STONE CHIMNEY CAP 24. WOOD BEAM 25. WOOD OUTLOOK BEAM 26. CURVED GLULAM BEAM RE: STRUCT 27. STEEL SPIRAL STAIRCASE 28. PROVIDE RECESS SHADE POCKET ABOVE WINDOW GENERAL NOTES: 1. EXTERIOR LIGHTING: SEE LIGHTING PLANS FOR ALL EXTERIOR LIGHTING AND LIGHTING SCHEDULE 2. SEE EXTERIOR MATERIAL AND COLOR INFORMATION SHEET FOR MORE INFORMATION ON COLORS. SEE OUTLINE SPEC AND ARCHITECTURAL FINISH SCHEDULE. 3. ALL SNOW CLIPS (PADS) AS SHOWN ON THE ROOF AND ABOVE ALL DOORS AND DECKS TO BE AN ENGINEERED SYSTEM PER ROOF TYPE AND SLOPE INSTALLED PER MANUFACTURES RECOMMENDATIONS 4. ALL DIMENSIONS / ELEVATIONS ARE FROM T.O. FINISH U.N.O. 5. WINDOW AND DOOR HEAD / SILL HEIGHTS ARE FROM T.O. FINISH. a. B.O. WINDOW HEADER DIMENSIONS ARE MEASURED TO THE WINDOW UNIT R.O. RE: THE WINDOW SCHEDULE AND DETAILS FOR ACTUAL PLACEMENT OF THE STRUCTURAL HEADER b. MOTORIZED SHADES TO BE PROVIDE IN SHADE POCKET @ ALL LARGE WINDOW OPENINGS THROUGHOUT THE HOUSE. RE: WINDOW SCHEDULE 6. ALL EXTERIOR EXPOSED STEEL HEADERS, BEAM, KNIFE PLATES, ETC, TO BE PAINTED TO MATCH THE DARK BRONZE WINDOW COLOR. 7. EXTERIOR HANDRAIL VERTICAL AND HORIZONTAL SUPPORTS TO BE PAINTED STEEL TO MATCH WINDOW COLOR. 8. ALL MECHANICAL VENT TO BE COPPER U.N.O. 9. SEE WINDOW SCHEDULE AND RCP FOR INDICATION OF WHICH WINDOWS HAVE A CONCEALED SHADE POCKET. MAIN LEVEL FINISHED FLOOR 11' - 11 1/4" UPPER LEVEL FINISHED FLOOR 23' - 11 1/4" LOWER LEVEL FINISHED FLOOR 1' - 6 1/4" 2 A5.5 T.O. EXISTING GRADE @ 7' - 1" 2 5 8 10 11 9 6 18 12 1 7 18 18 14 3 17 3 2' - 0" 6 A6.9 A6.10 1 1 A6.10 2 A6.1 2 A6.3 6 A6.2 4 A8.1 11 A6.7 5 A6.7 2' - 6" 3 A5.5 Q 20 Q J-BOX 2 1/2" / 12" 6" / 12" 6" / 1 2" DOWN SPOUT GD GC GA GB 13' - 2" 8' - 6 1/2" 1' - 9 1/2" 23' - 6" MOTORIZED SHADE POCKETS INDICATED WITH DASHED LINE AND HATCH RE: RCP T.O. STRUCTURE @ 39' - 2 1/8" 32' - 1 1/8" BUILDING HEIGHT LIMIT 33' ABOVE EXISTING GRADE @ ROOF RIDGE EXISTING GRADE DIRECTLY BELOW BUILDING HEIGHT *6A E 15 RIFT CUT OAK DOOR SIMILAR TO INTERIOR 3/4" RECLAIMED WOOD TRIM 1/2" RECLAIMED WOOD 10 WINDOW 7 A8.1 28 4 A4.5 SIM SIM B.O. HEADER @ 11' - 0 3/8" B.O. HEADER @ 8' - 6 3/8" C10X15.3 T.O. C-CHANNEL @ 19' - 11 1/8" W12X35 MAIN LEVEL FINISHED FLOOR 11' - 11 1/4" UPPER LEVEL FINISHED FLOOR 23' - 11 1/4" 2 A5.5 5 8 10 9 6 16 11 12 2 5 14 17 3 18 3 12 7 A6.9 6 A6.9 A6.10 1 2 A6.2 5 A6.9 6 A6.7 A6.7 1 3 A5.5 Q 20 6 " / 1 2" 2 1/2" / 12" GD GC GA GB 13' - 2" 8' - 6 1/2" 1' - 9 1/2" 23' - 6" MOTORIZED SHADE POCKETS INDICATED WITH DASHED LINE AND HATCH RE: RCP 2' - 6" 2' - 6" 4' - 0" Q GAS METER PAINTED TO MATCH STONE VENEER T.O. STRUCTURE @ 39' - 2 1/8" BUILDING HEIGHT LIMIT 33' ABOVE EXISTING GRADE @ ROOF RIDGE EXISTING GRADE DIRECTLY BELOW BUILDING HEIGHT *5A T.O. EXISTING GRADE @ 7' - 10 1/4" 31' - 3 7/8" 10 VERTICAL RECLAIMED SIDING APPLIED TO MASONITE DOOR ELECTRIC METER AND DISCONNECT CLOSET 1 B.O. HEADER @ 8' - 0 3/4" 28 SEE 1/A4.5 FOR SIDE ELEVATION 4 A4.5 SEE 4/A4.5 FOR SIDE ELEVATION 12" WIDE x 12" TALL MECH EXHAUST . PROVIDE STONE LOUVER INFRONT OF ALUMINUM LOUVER RE: MECH 6 A6.8 B.O. HEADER @ 11' - 0 3/8" 6" / 12" C10X15.3 C10X15.3 T.O. C-CHANNEL @ 19' - 3 1/2" T.O. C-CHANNEL @ 19' - 3 1/2" W12X35 MAIN LEVEL FINISHED FLOOR 11' - 11 1/4" UPPER LEVEL FINISHED FLOOR 23' - 11 1/4" LOWER LEVEL FINISHED FLOOR 1' - 6 1/4" 1 A5.5 22 1 16 9 8 12 18 5 18 18 2 6 17 3 3 20 11 12 16 23 2 A6.10 1 A6.10 1 A6.7 2 A5.4 Q Q G1 G4G5 G2 17' - 4 1/2" 6' - 7 1/2" 5' - 5 1/2" 29' - 5 1/2" 3' - 0" G3 2 1/2" / 12" 6" / 12" 15 3 1/2" / 12" 3 28 4" BATHROOM EXHAUST VENTS. RE: MECH. 3 1/2" / 12" Q Q B.O. HEADER @ 8' - 6 3/8" 15 W12X35 MAIN LEVEL FINISHED FLOOR 11' - 11 1/4" UPPER LEVEL FINISHED FLOOR 23' - 11 1/4" LOWER LEVEL FINISHED FLOOR 1' - 6 1/4" 1 A5.5 2 A5.4 G1 G4 G5 G2 G3 T.O. MAT SLAB @ 2' - 1 1/4" 6" / 12" OBLIQUE SECTION SQUARE ELEVATION T.O. CONC. @ 3' - 3 1/4" 10 16 14 2 Q Q 3 1/2" / 12" DOWN SPOUT 9 WET STORAGE 004 T.O. TOPPING SLAB @ 2' - 3 5/8" C8X13.7 B.O. HEADER @ 5' - 6 3/4" C10X15.3 T.O. C-CHANNEL @ 18' - 3 1/4" 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" 2/4/2016 1:51:42 PM 3090 BOOTH CREEK DR. VAIL, CO A4.5 ELEVATIONS CWF HB REIMERS RESIDENCE 02/04/2016 TOV DRB CHANGE TO APPROVED PLANS 0' 2' 4' 8' 16' 1/4" = 1'-0" 2 WEST GARAGE ELEVATION 1/4" = 1'-0" 3 EAST GARAGE ELEVATION 1/4" = 1'-0" 1 NORTH GARAGE ELEVATION No. Revision Date Revision Description 1 FEBRUARY 4, 2016 CHANGES TO APPROVED DRB 1/4" = 1'-0" 4 SOUTH GARAGE ELEVATION * BUILDING WAS ELEVATED 5 1/2" TO MITIGATE HIGH GROUND WATER TABLE. * EXHAUST VENTS WERE ADDED TO EXTERIOR WALLS. * ELECTRICAL CLOSET WAS MOVED FROM NORTH WALL OF GARAGE TO EAST WALL OF GARAGE. * WINDOW ON EAST WALL OF GARAGE WAS REMOVED. * UPPER LEVEL WINDOW WAS CHANGED FROM A HORIZONTAL ORIENTATION TO A VERTICAL ORIENTATION. DRB APPROVED 2/23/2016 12:00:00 AM MATERIALS 1. STANDING SEAM METAL ROOF - COPPER RE: SPEC 2. SYNTHETIC SHAKE ROOF RE: SPEC 3. 6X10 WOOD RAFTERS. RE: STRUCT 4. 8X10 RAFTERS RE: STRUCT 5. 2X10 FASCIA. 6. 10X14 WOOD OUTLOOK BEAM RE: STRUCT. 7. 8X12 WOOD EAVE BEAM 8. COPPER SHINGLE SIDING RE: SPEC 9. DRY STACKED STONE VENEER RE: SPEC & FINISH SCHEDULE 10. RECLAIMED VERTICAL WOOD SHIP LAP SIDING W/ NO REVEAL BETWEEN BOARDS RE: SPEC & FINISH SCHEDULE 11. HORIZONTAL SHIP LAP SIDING W/ 1/4" REVEAL RE: SPEC & FINISH SCHEDULE 12. 3X3 WOOD TRIM 13. LIFT AND SLIDE DOOR SYSTEM 14. STEEL C-CHANNEL WINDOW HEADER. RE: STRUCT 15. PFSM CLAD PANEL SIDING PAINTED TO MATCH WINDOWS 16. RUBBLE STONE CAP W/ 10 PERCENT MIN. SLOPE AT TOP TO SHED WATER 17. STEEL BEAM. RE: STRUCT 18. 8X8 WOOD STRUT W/ KNIFE PLATE CONNECTIONS @ WALL AND LAG BOLTED TO STEEL BEAM 19. TYPICAL STEEL HANDRAIL PAINTED CUSTOM BLUE/BLACK COLOR 20. 5" ROUND PFSM GUTTER AND 3" DOWNSPOUT. PIPE UNDERGROUND TO DAYLIGHT OUTSIDE OF AREA OF EXCAVATION FOR FOUNDATION AND PROVIDE POWER FOR HEAT TAPE. 21. 10X10 WOOD DECK COLUMN OVER STEEL CAP AND 4X4 HSS COLUMN BASE 22. CUSTOM STEEL CHIMNEY CAP 23. 4" THICK STONE CHIMNEY CAP 24. WOOD BEAM 25. WOOD OUTLOOK BEAM 26. CURVED GLULAM BEAM RE: STRUCT 27. STEEL SPIRAL STAIRCASE GENERAL NOTES: 1. EXTERIOR LIGHTING: SEE LIGHTING PLANS FOR ALL EXTERIOR LIGHTING AND LIGHTING SCHEDULE 2. SEE EXTERIOR MATERIAL AND COLOR INFORMATION SHEET FOR MORE INFORMATION ON COLORS. SEE OUTLINE SPEC AND ARCHITECTURAL FINISH SCHEDULE. 3. ALL SNOW CLIPS (PADS) AS SHOWN ON THE ROOF AND ABOVE ALL DOORS AND DECKS TO BE AN ENGINEERED SYSTEM PER ROOF TYPE AND SLOPE INSTALLED PER MANUFACTURES RECOMMENDATIONS 4. ALL DIMENSIONS / ELEVATIONS ARE FROM T.O. FINISH U.N.O. 5. WINDOW AND DOOR HEAD / SILL HEIGHTS ARE FROM T.O. FINISH. a. B.O. WINDOW HEADER DIMENSIONS ARE MEASURED TO THE WINDOW UNIT R.O. RE: THE WINDOW SCHEDULE AND DETAILS FOR ACTUAL PLACEMENT OF THE STRUCTURAL HEADER b. MOTORIZED SHADES TO BE PROVIDE THROUGHOUT HOUSE IN SHADE POCKET. c. PROVIDE MOTORIZED SHADE @ LIVING ROOM SOUTH WALL WINDOWS AND ALL BEDROOM WINDOWS AND LARGE BATHROOM WINDOWS. 6. ALL EXTERIOR EXPOSED STEEL HEADERS, BEAM, KNIFE PLATES,ETC, TO BE PAINTED TO MATCH THE DARK BRONZE WINDOW COLOR. 7. EXTERIOR HANDRAIL VERTICAL AND HORIZONTAL SUPPORTS TO BE PAINTED STEEL TO MATCH WINDOW COLOR. 8. ALL MECHANICAL VENT TO BE COPPER U.N.O. MAIN LEVEL FINISHED FLOOR 11' - 5 3/4" UPPER LEVEL FINISHED FLOOR 23' - 5 3/4" LOWER LEVEL FINISHED FLOOR 0' - 11 3/4" EXISTING GRADE @ 7' - 1" 2 5 5 8 10 11 9 3 6 18 12 1 7 18 18 14 3 17 3 2' - 0"6 A6.8 A6.9 1 1 A6.9 2 A6.1 2 A6.3 6 A6.1 4 A6.5 11 A6.6 5 A6.6 2' - 0"Q 20 Q J-BOX 2 1/2" / 12" 6" / 12" 6" / 1 2" DOWN SPOUT GD GC GA GB 13' - 2" 8' - 6 1/2" 1' - 9 1/2" 23' - 6" MOTORIZED SHADE POCKETS INDICATED WITH DASHED LINE AND HATCH RE: RCP 38' - 8 5/8" 31' - 7 5/8"BUILDING HEIGHT LIMIT 33' ABOVE EXISTING GRADE @ ROOF RIDGE EXISTING GRADE DIRECTLY BELOW BUILDING HEIGHT *6A 33' - 0"E MAIN LEVEL FINISHED FLOOR 11' - 5 3/4" UPPER LEVEL FINISHED FLOOR 23' - 5 3/4" 5 8 10 9 6 16 11 12 2 5 14 17 3 18 3 12 4 A6.8 6 A6.8 A6.9 1 4 A6.1 5 A6.8 6 A6.6 A6.6 1 Q 20 6" / 1 2" 2 1/2" / 12" GD GC GA GB 13' - 2" 8' - 6 1/2" 1' - 9 1/2" 23' - 6" MOTORIZED SHADE POCKETS INDICATED WITH DASHED LINE AND HATCH RE: RCP 2' - 6" 2' - 6" 4' - 0" Q GAS METER PAINTED TO MATCH STONE VENEER T.O. STRUCTURE @ 38' - 8 5/8" BUILDING HEIGHT LIMIT 33' ABOVE EXISTING GRADE @ ROOF RIDGE EXISTING GRADE DIRECTLY BELOW BUILDING HEIGHT *5A EXISTING GRADE @ 7' - 10 1/4" 33' - 0"MAIN LEVEL FINISHED FLOOR 11' - 5 3/4" UPPER LEVEL FINISHED FLOOR 23' - 5 3/4" LOWER LEVEL FINISHED FLOOR 0' - 11 3/4" 22 1 16 14 9 8 12 18 5 18 18 2 6 17 3 3 20 11 12 16 23 10 ELECTRIC METER AND DISCONNECT CLOSET 3 A6.9 1 A6.9 2 A6.2 1 A6.6 Q Q G1 G4 G5 G2 17' - 4 1/2" 6' - 7 1/2"5' - 5 1/2" 29' - 5 1/2" 3' - 0" G3 2 1/2" / 12"3 1/2" / 12"6" / 12"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" 10/12/2015 11:43:44 AMA4.5 ELEVATIONS CWF HB REIMERS RESIDENCE10/12/2015 3090 BOOTH CREEK DR. VAIL, COTOV FINAL DRB SUBMITTAL 0' 2' 4' 8' 16' 1/4" = 1'-0" 1 WEST GARAGE ELEVATION 1/4" = 1'-0" 2 EAST GARAGE ELEVATION No. Revision Date Revision Description 1/4" = 1'-0" 3 NORTH GARAGE ELEVATION DRB APPROVED 11/4/2015 12:00:00 AM DRB APPROVED 2/23/2016 12:00:00 AM