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HomeMy WebLinkAboutDRB140045 Plans ApprovedMATERIAL SYMBOLS: EARTH PLYUJOOD O O PERVIOUS FILL FINISH WOOD rrrirrrirrii STONE MASONRY WOOD- ROUGH STRUCTURAL CONCRETE K55 I ISOARD CONCRETE MASONRY UNIT RIGID INSULATION BATT INSULATION STEEL/METAL AS NOTED niinliiiliiiiniiini CARPET 1 1 44.00 1 43.00 BUILDING SECTION REFERENCE ELEVATION REFERENCE 1 1 L 46.00 DETAIL REFERENCE DETAIL REFERENCE OIL T.O. PLYWD 1 100' -0" 46.00 HEIGHT REFERENCE SECTION REFERENCE ROOM NAME 0 D REVISION REFERENCE ROOM NAME GRID W11 GRID BUBBLE WALL TYPE REFERENCE 1 4 47.0 2 O 3 INTERIOR ELEVATION REFERENCE WINDOW TAG 101 STONE = a WOOD B DOOR TAG MATERIAL BREAK ABBREVIATIONS: ABV ABOVE FP FIREPROOFING, SPRAYED PL PLASTIC LAMINATE AC ACOUSTICAL FPHB FREEZE PROOF HOSE BIB PK PARKING ADD ADDENDUM FPL FIREPLACE PL PROPERTY LINE ADJ ADJACENT F T G FOOTING PR PAIR AFF ABOVE FINISHED FLOOR FUR FURRED (ING) PSF POUNDS PER SQUARE FOOT ALT ALTERNATE GA GAGE, GAUGE PSI POUNDS PER SQUARE INCH ALUM ALUMINUM GC GENERAL CONTRACT (OR) PT POINT AP ACCESS PANEL GL GLASS, GLAZING PVMT PAVEMENT ARCH ARCHITECT (URAL) GV GALVANIZED QT QUARRY TILE BASMT BASEMENT GYP BD GYPSUM BOARD R RISER BIT BITUMINUOUS HB HOSE BIB REF REFERENCE BLDG BUILDING HC HOLLOW CORE REFR REFRIGERATOR BLK BLOCK HDR HEADER REINF REINFORCE (D), (ING) BLKG BLOCKING IHDW HARDWARE READ REQUIRED 50 BOTTOM OF HM HOLLOW METAL RES RESILIENT BCT BOTTOM NOR HORIZONTAL REV REVISION (D), (ING) BRG BEARING HT HEIGHT REVS REVERSE BVL BEVELED HTG HEATING RD ROOF DRAIN C CAULK (ING) HVAC HEATING /VENTILATING /AC RFG ROOFING CJT CONTROL JOINT HWH HOT WATER HEATER RH RIGHT HAND CLG CEILING IBC INSTALLED BY CONTRACTOR RM ROOM CLR CLEAR IBC INSTALLED BY OWNER RO ROUGH OPENING CMU CONCRETE MASONRY UNIT ID INSIDE DIAMETER R45 ROD AND SHELF COL COLUMN INCL INCLUDE (D), (ING) R/S ROUGH SAWN CONC CONCRETE INS INSULATE (D), (ION) S SEALANT (EXTERIOR) CONST CONSTRUCTION INT INTERIOR SC SOLID CORE CONT CONTINUOUS JC JANITOR'S CLOSET SD STORM DRAIN CPR COPPER KIT KITCHEN SIHTG SHEATHING CPT CARPET (ED) L LENGTH SIM SIMILAR CSMT CASEMENT LAM LAMINATE (D) SM SHEET METAL CT CERAMIC TILE LAV LAVATORY SPEC SPECIFICATON (S) CUST CUSTOM LDT LIGHT AND DRAPERY TROUGH SQ SQUARE DF DRINKING FOUNTAIN LH LEFT HAND ST STAIN DIM DIMENSION LT LIGHT TROUGH STD STANDARD DR DOOR LTL LINTEL STL STEEL DT DRAPERY TROUGH LVR LOUVER STR STRUCTURAL DTL DETAIL M METER (S) T TREAD DWG DRAWING MAX MAXIMUM TB TOWEL BAR EL ELEVATION (S) MC MEDICINE CABINET TEL TELEPHONE ELEC ELECTRIC (AL) MECH MECHANIC (AL) THR THRESHOLD ELEV ELEVATOR MET METAL TO TOP OF EQ EQUAL MFR MANUFACTURE (ER) TR TRANSOM EXG EXISTING MH MANHOLE TS TOP OF SLAB EXH EXHAUST MIN MINIMUM TSL TOP OF STEEL EXT EXTERIOR MIR MIRROR TV TELEVISION FBO FURNISHED BY OTHERS MIS( MISCELLANEOUS TW TOP OF WALL FD FLOOR DRAIN MMB MEMBRANE TYP TYPICAL FDC FIRE DEPARTMENT CONNECTION MM MILLIMETER (S) T4G TONGUE AND GROOVE FE FIRE EXTINGUISHER MO MASONRY OPENING UNO UNLESS NOTED OTHERW15E FEC FIRE EXTINGUISHER CABINET MTL MATERIAL VB VAPOR BARRIER FF FINISHED FLOOR ELEVATION MULL MULLION VCT VINYL COMPOSITION FHC FIRE HOSE CONNECTION NAT NATURAL VERT VERTICAL FIN FINISH (ED) NIC NOT IN CONTRACT VIF VERIFY IN FIELD FLG FLASHING NOM NOMINAL W WIDTH, WIDE FLR FLOOR (ING) NR NOISE REDUCTION WC WATER CLOSET FND FOUNDATION NTS NOT TO SCALE WD WOOD FCC FACE OF CONCRETE OH OVERHEAD WDW WINDOW FOF FACE OF FINISH OPG OPENING Wo WITHOUT FOM FACE OF MASONRY OPH OPPOSITE HAND Wf= WATER PROOFING Foe FACE OF STUDS OPP OPPOSITE WWF WELDED WIRE FABRIC A M1 CH HAUS PARCEL #: 2 1 03-1 1 4 -0 1-02 1 SUBDIVISION: VAIL DAS SCHONE FILING 1 , BLOCK: A, LOT: 2B 2476 GARMISCH DRIVE VAIL, CO B 1 657 _2[thO t- 1Ma»y[cl "Z4E 1 i PROJECT DIRECTORY: ARCHITECT BLUELINE ARCHITECTS, P.C. 1444 MARKET STREET DENVER, CO a0202 303.893.0346 (W) 9 -103-16.2052 (C) CONTACT: KEN BRIDGES, AIA STRUCTURAL ENGINEER KRl" 1 CONSULTANTS, INC. PO BOX 45-12 VAIL, CO 81658 910.949.9391 (UD) CONTACT: TIM HENNUM, P.E. SOILS ENGINEER INTER - MOUNTAIN ENGINEERING, LTD. PO BOX C -100 AVON, CO 81620 cJ1O.949.50 -12 (W) CONTACT: JEFFREY SPANEL, PE GEOTECHNICAL ENGINEER CONTACT: - GENERAL NOTES: MARCH 3, 201 4 r%XAILI�o GARMISCH HAUS LLC PO BOX 105-1 MINTURN, CO 81645 970.4 -19.1800 SURVEYOR EAGLE VALLEY SURVEYING, INC. PO BOX 1230 EDWARDS, CO 81632 9 -10.949.1406 (UD) CONTACT: STAN HOGFELDT CONTRACTOR CONTACT: - 01 DO NOT SCALE DRAWINGS 02 VERIFY ALL DIMENSIONS, CONDITIONS AND UTILITY LOCATIONS ON THE JOB SITE PRIOR TO BEGINNING ANY WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. 03 AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLVED WITH WRITTEN APPROVAL FROM THE ARCHITECT BEFORE CONSTRUCTION CONTINUES IN THOSE AREAS. 04 IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY THE CONTRACTOR FOR CONSTRUCTION OF ANY ASPECTS OF THIS PROJECT, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT. 05 THE CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL APPLICABLE CODES AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS. THIS PROJECT IS GOVERNED BY THE 2012 INTERNATIONAL BUILDING CODE. CODE COMPLIANCE IS MANDATORY. THE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WCRK THAT DOES NOT CONFORM TO ALL RELEVANT CODES INCLUDING IBC AND ALL LOCAL AND REGIONAL CODES. 06 IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE CONTRACTOR AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC. TO OBTAIN A COMPLETE JOB WITHIN THE RECOGNIZED STANDARDS OF THE INDUSTRY. 07 ALL BUILDINGS TO FIT WITHIN PROPERTY LINES WITHOUT CROSSING EASEMENTS. NOTIFY ARCHITECT OF ANY DISCREPANCIES. OS SHOULD IT BE REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN 4 COORDINATION OF A MONITORED FIRE ALARM 4 FIRE SUPPRESSION SYSTEM PER SECTION 8313.2. PROJECT SUMMARY: THE PROJECT CONSISTS OF A FOUR - BEDROOM SINGLE FAMILY RESIDENCE W/ AN ATTACHED TWO -CAR GARAGE. LOT AREA: 0.267io ACRES (11,65(o.7 SF) BUILDING FOOTPRINT: 2328.5 S.F. LOT COVERAGE: 19.'B% (20% ALLOW,45LE) ALLOWABLE BUILDING HEIGHT: 33' PROPOSED BUILDING HEIGHT: 29' -4" BUILDING SQUARE FOOTAGE: LOUDER LEVEL: LIVABLE 16305 SF MECH. -101 SF UNFINISHED STORAGE -13.5 SF MAIN LEVEL: SITE PLAN LIVABLE 15 -i6.9 SF GARAGE 5 -12.0 SF ENTRY PATIO 185.6 SF DECK 2115 SF UPPER LEVEL: SITE COVERAGE PLAN LIVABLE 624.66 SF DECK 95.0 SF TOTAL (LIVABLE): 3832.1 SF TOTAL (BUILDING GSF): 5046.4 SF CODE: *STAIRS ARE COUNTED ON ONE o I L3 LESS LEVEL THAN THE NUMBER IRC 2012 OF FLOORS THEY SERVE. CONSTRUCTION TYPE: TYPE V -B OCCUPANCY CLASSIFICATION: JN=co m GROUP R -3 (SINGLE AND TWO- FAMILY RESIDENTIAL) RATED CONSTRUCTION: N/A co DATUM ELEVATION: ARCHITECTURAL 100' -0'' = 8026' (SURVEY) 09 PLAN DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE, U.N.O. SECTION AND ELEVATION DIMENSIONS ARE TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR BEAMS, U.N.O. 10 PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INCLUDE BUT ARE NOT LIMITED TO CEILING AND WALL MOUNTED FIXTURES, TOILETS, TOILET ACCESSORIES, GRAB BARS, CABINETRY, COUNTERTOPS, SHELVES AND CLOSET RODS. 11 0 DENOTES DOORS. REFER TO FLOOR PLANS FOR LOCATIONS. REFER TO DOOR SCHEDULE FOR DOOR TYPES, 12 0 DENOTES WINDOWS. REFER TO ELEVATIONS 4 FLOOR PLANS FOR LOCATIONS. REFER TO WINDOW SCHEDULE FOR WINDOW TYPES. 13 ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT WITHIN CEILING, FLOOR AND WALL SPACES. VERIFY LOCATIONS 4 COORDINATE DROPPED CEILINGS WITH ARCHITECT. 14 THE CONTRACTOR SHALL FIELD COORDINATE AND OBTAIN APPROVAL FROM THE ARCHITECT 4 ENGINEER BEFORE ANY CUTTING, NOTCHING OR DRILLING OF ANY CAST -IN -PLACE CONCRETE, STEEL FRAMING, OR ANY OTHER STRUCTURAL ELEMENTS UHICH MAY AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING. 15 THE CONTRACTOR SHALL VERIFY ALL EXISTING GRADES AND STAKE OUT THE BUILDING FOOTPRINT FOR OWNER AND ARCHITECT APPROVAL PRIOR TO BEGINNING ANY SITE WORK. 16 THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY SUBSTITUTIONS OR OMISSIONS TO THE WORK AS INDICATED IN THE CONTRACT DOCUMENTS IF WRITTEN APPROVAL BY THE ARCHITECT IS NOT RECEIVED PRIOR TO THE MODIFICATION(S). DRAWING INDEX: A1.0 COVER SHEET SURVEYOR TOPOGRAPHIC SURVEY ARCHITECTURAL A1.1 SITE PLAN 41.2 LANDSCAPE PLAN A1.3 SNOW STORAGE PLAN A1.4 EXTERIOR LIGHTING PLAN A1.5 BUILDING HEIGHT CALCULATIONS A1.6 SITE COVERAGE PLAN A1.7 GRFA CALCULATIONS A1.8 GRFA CALCULATIONS A2.1 LOWER LEVEL FLOOR PLAN A2.2 MAIN LEVEL FLOOR PLAN A2.3 UPPER LEVEL FLOOR PLAN A2.4 ROOF PLAN A3.0 EXTERIOR ELEVATIONS A3.1 EXTERIOR ELEVATIONS A3.2 EXTERIOR ELEVATIONS A3.3 EXTERIOR ELEVATIONS A3.4 EXTERIOR ELEVATIONS - PARTIAL A3.5 EXTERIOR ELEVATIONS - PARTIAL A3.6 EXTERIOR ELEVATIONS - PARTIAL Approved by the Design Review Board TOWN OF VAIL IL By Warren Campbell at 11 :37 am, Apr 03, 2014 r 7�� z uk . 7s�'sr7 g1� s °b dgp7�'' xG1 tiE y�53T % 748. 7 .�' " 3er ''• 1 • r i` ✓ % � k �r�_ 1 r �Y F,x,��,�Jasr.,' -aix2 ` , �w.�R��'. r `I '�, i 6 , 7 73YS , w 66 �jc,� /_2C0`Yt. +..- raJ�Jr i F1Q0 �N'/ 15 2491 253, 'e2 `711odo\�.''� & }� r;sr4 kWY ✓' F.1 ' JJ W4 ��:ab95) r LTG ?F r ?''6,4 212 i 11N �. Rs7G4i , ia' 2R1a•W}- VICINITY MAP N.T.S. U DATE: N 10.15.13 CONCEPTUAL DRB SET o PROGRESS SET 01.20.14 o 02.04.14 J �00 W 03.03.14 o z (� � o o V o I L3 � U L'%. Ln VNO� 0 W Q JN=co m , U IpN0 co � o I U J > �0 Q Ll 4 L,ONU f t U N�O N V � J cx L U i (6 �t LC) C C( o ° m M(.0 � M r` �` co M V Q 00 0 N 1..1 co 0.) U DATE: 100% SD SET 10.15.13 CONCEPTUAL DRB SET J PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 J 02.15.14 W 03.03.14 z in V o I L3 . O� L'%. Ln VNO� 0 Q JN=co m Q U IpN0 co N.T.S. � I N Z J > �0 Q Ll 4 L,ONU 0 N N�O N N J pONJ J m I.L � Q N 1..1 ISSUED FOR: DATE: 100% SD SET 10.15.13 CONCEPTUAL DRB SET 01.12.14 PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 MAIER SET 02.15.14 FINAL DRB SET 03.03.14 SHEET SCALE: N.T.S. DRAWN BY: CHECKED BY.- KB ©COPYRIGHT 2013 BLUELINE ARCHITECTS P.C. PROJECT #: 1306 SHEET TITLE: COVER SHEET A1.0 On 01 41199 HIGHWAY 6 & P.O. BOX 1230 EDWARDS, CO. 816 (970)949 -1406 GARMISCH DRIVE (50' R.O.W.) 30.0 1 30'6 28.8 P _ CONCRETE PAN .� 28.1 _ x- VE NOTES: 1) DATE OF SURVEY: 11/05/13 2) LAND TITLE GUARANTEE COMPANY POLICY NO. V50037196 -6, DATED 10/08/13 WAS RELIED UPON FOR ALL TITLE AND EASEMENT INFORMATION. 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 4) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS. 5) THIS SURVEY AND THE INFORMATION CONTAINED HEREON IS THE PROPERTY OF EAGLE VALLEY SURVEYING, INC. AND IS INTENDED FOR THE SOLE USE OF THE ORIGINAL CLIENT ONLY. ANY USE OF OR TRANSFER TO OTHERS IS PROHIBITED. 6) BASIS OF PROPERTY LINE LOCATION: MONUMENTS FOUND AT THE > POINT LOTS 27 & 28 AND THE WEST CORNER LOT 27. 7) BUILDING SETBACK INFORMATION IS NOT PLATTED. PRIOR TO ANY DESIGN OR CONSTRUCTION IMPROVEMENTS ON THIS PROPERTY, TOWN OF VAIL SHOULD BE CONTACTED FOR CORRECT BUILDING SETBACK INFORMATION. 8) BASIS OF ELEVATION: SEWER MANHOLE 860 INVERT ELEVATION = 8010.0' PER EAGLE RIVER WATER AND SANITATION DISTRICT AS— BUILTS. MANHOLE LOCATED IN GARMISH DRIVE NEAR NORTHWEST CORNER OF LOT 27. LEGEND TELECTRIC TRANSFORMER _OT 1 EM ELECTRIC METER CHONE FILING NO. 2 © TELEPHONE PEDESTAL SEDGE OF DECK \ \ \ x. x' x.x' TV CABLE TV PEDESTAL Q UTILITY PEDESTAL i SIGN DENOTES DECIDUOUS TREE WITH APPROXIMATE TRUNK DIAMETER DENOTES CONIFEROUS TREE WITH APPROXIMATE TRUNK DIAMETER x' DENOTES BUSH WITH APPROXIMATE DRIPLINE DIAMETER SURVEYOR'S CERTIFICATE FIE I, Stan Hogfeldt, a Professional Land Surveyor registered under the laws of the State of Colorado, do hereby certify that this topographic survey was made by me and under my supervision, and that the survey is accurate and correct to the best of my knowledge. FENCE Stan Hogfeldt Colorado P.L.S. 26598 Date: Approved by the LOT 22 Design Review Board �► By Warren Campbell at 11:37 am, Apr 03, 2014 3' 9 _DING SEMENT SEMENT TAINING EDED TO SLOPE ,EEN Approved by the Design Review Board TOWN OF VA j L } By Warren Campbell at 11 :37 am, Apr 03, 2014 SITE FLAN 1 11 = 10'-0'' AREA: SITE BUILDING FOOTPRINT LOT COVERAGE PATIO DRIVEWAY COURTYARD 11,656.7 sf 2328.1 sf 19.9% (20% ALLOWABLE) 435.58 sf 1056.6 sf 193.4 sf IN Z N N O _ N 00 L (6 C6 L O U W c a� H o 1 U L) U cx CD _N L 3 a) (6 't IN C Q O ON 13) O Ch V O CD M O .� C] J J W z InI . ts Q0 D ul Ln J U = W M Q U I .,pU]D N J Q p� Q � I z U QZ �o I*1 ONU u N u) ko � J OpN> N J m En PROJECT #: 1306 SHEET TITLE: SITE PLAN Al .1 ISSUED FOR: DATE.• 100% SD SET 10.15.13 CONCEPTUAL DRB SET 01.12.14 PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 MAZER SET 02.15.14 FINAL DRB SET 03.03.14 SHEET SCALE: 1 "= 10' DRAWN BY.• - CHECKED BY: KB ©COPYRIGHT 2013 BLUELINE ARCHITECTS P.C. 3' RC LOC,A' _DING SEMENT 5EMENT TAINING EDED TO SLOPE 1EEN Approved by the Design Review Board TON OF ff�� By Warren Campbell at 11 :38 am, Apr 03, 2014 GENERAL NOTES: I. ALL LANDSCAPING MUST CONFORM TO THE TOWN OF VAIL CODE SECTION 14 -3 -2 CONCERNING LANDSCAPING WITHIN OR ADJACENT TO ANY PUBLIC RIGHT OF WAY. 2. PER THE TOWN OF VAIL CODE SECTION 12- 68 -10, AT LEAST 60% OF EACH SITE MUST BE LANDSCAPED. 3. PER THE TOWN OF VAIL DEFINITION OF 'LANDSCAPING', THE ENTRY PATIO WAS CONSIDERED TO BE LANDSCAPING FOR THESE CALCULATIONS BECAUSE IT IS LESS THAN 20% OF THE OVERALL LANDSCAPED AREA. 4. SITE AREA, AS INDICATED ON THE SITE SURVEY, IS 11,656."1 S.F. LOT AREA ( S.F.) DRIVEWAY AREA (5.F.) BUILDING FOOTPRINT ( S.F.) LANDSCAPE AREA (5.F.) PERCENTAGE (io ) il,(o5(0.� 6 PICEA PUN6ENS 82�2.m X1.0 COURTYARD (S.F.) REAR PATIO (S.F.) PERCENTAGE OF LANDSCAPE AREA ( %) 1 . 5 fro FLAINT LEOEIND SYMBOL 07Y BOTANICAL NAME COMMON NAME SIZE n. 6 PICEA PUN6ENS COLORADO SPRUCE 8' HT. 6 PICEA PUN6ENS COLORADO SPRUCE 10' HT. (> q PSEUDOTSUGA MENZIESII ROCKY MTN. DOUGLAS FIR 12' HT. 6 POPULUS TREMULOIDES ASPEN 2" Caliper 6 POPULUS TREMULOIDE5 ASPEN 3" Caliper ,O k, 13 PICEA 'MONTGOMERY' MONTGOMERY SPRUCE 10 gallon Oq MINUS MU60 MU60 PINE 10 gallon q MI5CANTHU5 S. '6RACILLIMU6 MAIDEN 6RA55 5 gallon n5 KB 5YRIN6A VULGARIS COMMON LILAC 5 gallon 12 CORNUS STOLONIFERA RED TWIG DOGWOOD 5 gallon REVE6ETATE ALL DISTURBED AREAS WITH NATIVE AND WILDFLOWER SEED MIX. WATER THOROUGHLY AT THE TIME OF PLANTING. DO NOT FERTILIZE AT THE TIME OF PLANTING. PRUNE OUT DEAD OR DAMAGED BRANCHES PRIOR TO PLANTING. 129 WIRE - DOUBLE STRAND - TWISTED. WRAP TRUNK WITH 11/2" NYLON STRAP WITH REINFORCED 6ROMET. 5' STEEL 'T' STAKE ROOTBALL TO BE PLANTED AT OR SLIGHTLY ABOVE FINISH GRADE. WATER RING 80% TOPSOIL, 20% COMPOST BACKF I LL. COMPLETELY REMOVE BURLAP, WIRE $ ROPE FROM ROOTBALL. SHOULD THE ROOTBALL BE UNSTABLE REMOVE BURLAP AND WIRE ONLY AS POSSIBLE WITHOUT COMPROMISING INTEGRITY OF THE ROOTBALL. COMPACTED 5U5GRADE. 2 X WIDTH OF ROOT BALL DEC, I DUOUS TREE PLANT I N& NOT TO SCALE WATER THOROUGHLY AT THE TIME OF PLANTING. DO NOT FERTILIZE AT THE TIME OF PLANTING. PRUNE OUT DEAD OR DAMAGED BRANCHES PRIOR TO PLANTING. 129 WIRE - DOUBLE STRAND - TWISTED. WRAP TRUNK WITH II/2" NYLON STRAP WITH REINFORCED 6ROMET. 5' STEEL 'T' STAKE ROOTBALL TO BE PLANTED AT OR SLIGHTLY ABOVE FINISH GRADE. WATER RING 80% TOPSOIL, 20% COMPOST BACKF I LL. COMPLETELY REMOVE BURLAP, WIRE B ROPE FROM ROOTBALL. SHOULD THE ROOTBALL BE UNSTABLE REMOVE BURLAP AND WIRE ONLY AS POSSIBLE WITHOUT COMPROMISING INTEGRITY OF THE ROOTBALL. COMPACTED 5UBGRADE. 2X WIDTH OF ROOT BALL EVE C:,F,EEN TREE FLAN 7N5 N5 NOT TO SCALE PLANTING NOTES I. THE PLANT LIST 15 PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR SHALL VERIFY ALL PLANT COUNTS AND IF A DISCREPANCY EXISTS THE PLAN SHALL GOVERN. 2. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR BECOMING AWARE OF ALL UNDERGROUND UTILITIES, PIPES, AND STRUCTURES. THE LANDSCAPE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR CONTACTIN6 ALL UTILITY COMPANIES FOR FIELD LOCATION OF ALL UNDERGROUND UTILITY LINES PRIOR TO ANY EXCAVATION. LANDSCAPE CONTRACTOR SHALL BE EXTREMELY CAREFUL WHEN PLACING PLANTS NEAR UTILITIES. 3. LANDSCAPE CONTRACTOR TO RECEIVE 51TE GRADED TO +/ -0.33 FOOT OF FINISHED GRADE. 4. FINAL LOCATION AND STAKING OF ALL PLANT MATERIALS SHALL BE AT THE DIRECTION OF THE ARCHITECT /OWNER. LANDSCAPE CONTRACTOR SHALL NOT PROCEED WITH PLANTING OPERATIONS UNTIL STAKING 15 FULLY APPROVED. 5. PLANTING BACK FILL MIX IS TO CONSIST OF 80% NATIVE TOPSOIL, AND 20% COMPOST. 6. ALL DECIDUOUS TREES ARE TO BE STAKED WITH 5' STEEL 'T' STAKES AND GUYED WITH #12 GALVANIZED WIRE AND 1 -1/2" WIDE, GREEN, NYLON TREE STRAPS. ALL EVERGREEN TREE ARE TO BE STAKED WITH THREE 5' STEEL 'T' STAKES AND GUYED WITH #12 GALVANIZED WIRE AND 1 -1/2" WIDE, GREEN, NYLON TREE STRAPS. '7. A FINE FESCUE 8 KENTUCKY BLEND 15 TO BE USED WITHIN THE BOUNDARIES OF THE STONE 51TE WALL ON THE WE5T 51DE OF THE HOUSE PER THE LANDSCAPE PLAN. 8. PREPARATION OF NATIVE GRASS AREAS WILL INCLUDE THE FOLLOWING: - LOOSEN SOIL TO A MINIMUM OF 2" DEPTH. REMOVE STONES OVER 2" IN DIAMETER AND STICKS, ROOTS, RUBBISH, AND EXTRANEOUS MATTER. - DISTRIBUTE 2" OF TOPSOIL TO BE CULTIVATED INTO NATIVE SOIL. - GRADE AREAS TO A SMOOTH, FREE DRAINING EVEN SURFACE WITH A LOOSE, MODERATELY COARSE TEXTURE. REMOVE RIDGES AND FILL DEPRESSIONS AS REQUIRED TO DRAIN. q. ALL DISTURBED AREAS TO BE REVE6ETATED WITH NATIVE GRASS SEED MIX SOWN WITH THE FOLLOWING MIX AT A RATE OF 42 lbs. PER ACRE: 15% CREEPIN6 RED FESCUE 5% SHEEP FESCUE 25% ARIZONA FESCUE 30% CANADA BLUEGRASS 10% IDAHO FESCUE 15% SLENDER WHEATGRASS Wildflower seed /forbs mix shall be added to the native grass mix at the following rates per acre: Wild Flax I Ib/ acre Rosy Pussytoes I Ib/ acre Colorado Blue Columbine I Ib/ acre Scotch Bell Flower .25 Ib/ acre Sulphur Indian Paintbrush .5 Ib/ acre Aspen Sunflower 2 Ib/ acre Scarlet 61110 I Ib/ acre Silvery Lupine 2 lb /acre Chiming Bells .25 lb /acre Rocky -Mtn. Penstemon I lb /acre Showy 6oldeneye .5 Ib /acre Wild Buckwheat .5 lb /acre 10. ONE APPLICATION OF A DI- AMONIUM PHOSPHATE FERTILIZER, 18 -46 -0 AT THE RATE OF 8 lbs. PER 1000 s.f., SHALL BE BROADCAST PRIOR TO SEEDING. 11. MULCH ALL SOWN AREAS WITH 2 " -3" OF WEED FREE STRAW. TACKIFY STRAW MULCH AREAS WITH AN APPROVED ORGANIC TACKIFIER AT THE RATE OF 120 lbs. PER ACRE. 12. ALL SEEDED AREAS WITH A SLOPE OF 2:1 OR GREATER SHALL BE CONTROLLED WITH EROSION CONTROL NETTING. 13. AFTER SEEDING, RAKE OR DRAG SURFACE OF SOIL LIGHTLY TO REINCORPORATE SEED INTO TOP I /8" OF SOIL. 14. LAWN IRRIGATION SYSTEM TO BE DETERMINED. 15. ALL NATIVE 6RA55 SEED AREAS WILL BE IRRIGATED FOR THE FIRST YEAR A TEMPORARY ABOVE GROUND SPRAY SYSTEM. TEMPORARY EROSION CONTROL I. THE CONTRACTOR SHALL PROVIDE EROSION CONTROL IN CONFORMANCE WITH BEST MANAGEMENT PRACTICES. 2. A "6EOFA5" SILT FENCE IS TO BE ERECTED AT LIMITS OF DISTURBANCE DOWNHILL OF CONSTRUCTION AND IN PATHS OF DRAINAGE PRIOR TO EXCAVATION AND KEPT IN PLACE UNTIL FINISH GRADE IS ACHIEVED. 3. AT THE BASE OF TOPSOIL OR FILLSOIL STOCKPILED ON SITE , A "GEOFAB" SILT FENCE OR STRAW BALE SATURATION BERM SHALL BE ERECTED TO CONTROL SILT AND SEDIMENT. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING THE RELEASE OF 5EDIMENT- LADEN WATER (MUD) FROM THE SITE AND SHALL BE REQUIRED TO INSTALL ADDITIONAL CONTROL FACILITIES AT THE DIRECTION OF THE LANDSCAPE ARCHITECT OR APPROPRIATE TOWN OF VAIL OFFICIALS, IF PROBLEMS OCCUR. DRY - STACKED FIELDSTONE RETAINING 6 " -12" PIA. EXISTING GRADE FINISH GRADE AT-\ ROOTBALL SAUCER III- I III III -111- I II I II I I NOT TO SCALE L';NE)SC -,F E FLAN, 1 N O (f� _ N 5 CD W 0 CU m a o � U ai c a� 1 U / U LJ � 0 I' CO N N N CO o O N N � � co o 0 o r- L3 J J W Z In `Q ❑ Y Q'/ Ln :3 vLn�t0 ❑ r Q JUI00 m U ®Ul❑ I co J D N _ Q ❑ Q Q I . rry ❑ Ll L*1 ❑ U N�tO .. In L \ �C` J r / V \Q N J m U1 PROJECT #: 1306 SHEET TITLE: LANDSCAPE PLAN A1.2 ISSUED FOR: DATE: 100% SD SET 10.15.13 CONCEPTUAL DRB SET 01.12.14 PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 MAZER SET 02.15.14 FINAL DRB SET 03.03.14 SHEET SCALE.' 1"= 10' DRAWN BY: - CHECKED BY.- KB C COPYRIGHT 2013 BLUELINE ARCHITECTS P.C. SCONCE AT BAL 3' R LO�� EXTEFZCfR LIGNTING LIGHTING LEGEND GENERAL NOTES: I. ALL OUTDOOR LIGHTING MUST CONFORI -t TO THE TOWN OF VAIL CODE SECTION 14 -10 -7. 2. ALL OUTDOOR LIGHTING SHALL COMPLY WITH THE TOWN OF VAIL'S ADOPTED ENERGY CONSERVATION CODE. 46 1 3fl6363 HOOD Cuter aluminum dwk-eky ftbidiy sconce, s aJ Aetsnt Pandrng Dimensions Height QTY. DESCRIPTION MANUF. MODEL COMMENT —�— 2 RECESSED CEILING LIGHT BEGA 61140 MH - 311W PAR -20 MH BULB Max Hanging Weight housing. Internal perforated stainless steal baffle for glare control. 3 Ibe OR Inoond"oent Lampinp Electrical: Larnpholder: H.I.D. pulse rated 4KV.. Ballast: electronic, Market: madlurn unKveresl voltage 120V through 277V Thrcugh Wlring, MaxImurn Bulb A -1 b, 80 � watt max SIM. 7511C. TWo' " knockouts provided for 1A" conduit. —0-1 11 EXTERIOR WALL SCONCE HUBBARDTON VNIGC - IOOW MAX. "DARK SKY" COMPLIANT, FORGE GENERAL NOTES: I. ALL OUTDOOR LIGHTING MUST CONFORI -t TO THE TOWN OF VAIL CODE SECTION 14 -10 -7. 2. ALL OUTDOOR LIGHTING SHALL COMPLY WITH THE TOWN OF VAIL'S ADOPTED ENERGY CONSERVATION CODE. 46 1 3fl6363 HOOD Cuter aluminum dwk-eky ftbidiy sconce, s aJ Aetsnt Pandrng Dimensions Height 8.811 Vvidth 7.9° projection 94" eackplate 5.0" X 6,0" Mounting Haight 33" AIDA Compliant? No Max Hanging Weight housing. Internal perforated stainless steal baffle for glare control. 3 Ibe Continuous high temperature gasket for weather tight operation. Inoond"oent Lampinp Electrical: Larnpholder: H.I.D. pulse rated 4KV.. Ballast: electronic, Market: madlurn unKveresl voltage 120V through 277V Thrcugh Wlring, MaxImurn Bulb A -1 b, 80 � watt max of four (4) No 12 AVVG conductors (plus ground) suitable for UL Llrrtln,g Outdoor wet Updated 1 13 EXTE�10� 3CONCE GUT SHEET N.T.S. Recessed coiling luminaires { faceplate STA ALE a STEEL TAINING EDED TO SLOPE EEN V Approved by the Design Review Board TOWN OF VA I ID By Warren Campbell at 11:38 am, Apr 03, 2014 fl f +t Lamp Luman A 8 C In M 040MH 1 399 PAR -20 MH 20W 42/4 7 15 W2MH Type: BEGA Product: Project. Voltage: Colo. Options: Modified: r4rr EXTE�ICFR FRECE55EE) CAN CUT 5HEET T.S_ � N V O _ N 00 -°a L (6 0 O � U W c 0 U L� f 1 U _N L D(6 IN C Q o CZ) a� rn O� r 0 c) M O .� J J W z Q❑ Ln L3 U, JIn_� m Q U I �oW❑ N J Q I z .. ❑❑ U QZ �o I*10 U U N U) ko � J ❑ ❑ N > N J m In PROJECT #: 1306 SHEET TITLE: EXTERIOR LIGHTING PLAN Al .3 ISSUED FOR: DATE.• 100% Housing-, Constructed of extruded and dle cast aluminum. SD SET Rough -In housing constructed of galvanized steel with through CONCEPTUAL DRB SET vOring box and support yoke. Rough -in kit included. _D ING Enclosure: ,411 stainless steel faceplate Clear V, -5" thick tempered UTILITYAPPROVAL SET glass; FaoWlate Is secured by #Dear (4) fiat scckat head, stainless SEMENT steel, osptive sor" threaded into stainlless steel Inserts In the FINAL DRB SET housing. Internal perforated stainless steal baffle for glare control. .OWER Continuous high temperature gasket for weather tight operation. Electrical: Larnpholder: H.I.D. pulse rated 4KV.. Ballast: electronic, unKveresl voltage 120V through 277V Thrcugh Wlring, MaxImurn of four (4) No 12 AVVG conductors (plus ground) suitable for 7511C. TWo' " knockouts provided for 1A" conduit. SEMENT Finish: #4 brushed, stainless steel. U.L. listed, suitable for wet locations. Protection class: I 135, TAINING EDED TO SLOPE EEN V Approved by the Design Review Board TOWN OF VA I ID By Warren Campbell at 11:38 am, Apr 03, 2014 fl f +t Lamp Luman A 8 C In M 040MH 1 399 PAR -20 MH 20W 42/4 7 15 W2MH Type: BEGA Product: Project. Voltage: Colo. Options: Modified: r4rr EXTE�ICFR FRECE55EE) CAN CUT 5HEET T.S_ � N V O _ N 00 -°a L (6 0 O � U W c 0 U L� f 1 U _N L D(6 IN C Q o CZ) a� rn O� r 0 c) M O .� J J W z Q❑ Ln L3 U, JIn_� m Q U I �oW❑ N J Q I z .. ❑❑ U QZ �o I*10 U U N U) ko � J ❑ ❑ N > N J m In PROJECT #: 1306 SHEET TITLE: EXTERIOR LIGHTING PLAN Al .3 ISSUED FOR: DATE.• 100% SD SET 10.15.13 CONCEPTUAL DRB SET 01.12.14 PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 MAZER SET 02.15.14 FINAL DRB SET 03.03.14 SHEET SCALE: 1 "= 10' DRAWN BY.• - CHECKED BY: KB ©COPYRIGHT 2013 BLUELINE ARCHITECTS P.C. SCONCE AT BAL 3' R LO� i _DING SEMENT .OUJER SEMENT ;TAINING EDED TO SLOPE !EEN SNOW STORAGE CALCULATIONS: I. PER TOWN OF VAIL CODE SECTION 14 -3 -2 ALL REQUIRED PARKING AND ACCESS AREAS SHALL BE DESIGNED TO ACCOMMODATE ON SITE SNOW STORAGE: FOR UNHEATED DRIVES, THE SNOW STORAGE AREA MUST BE AT LEAST 30% OF THE PAVED SURFACE AREA. INDICATES THE PAVED AREA INDICATES THE SNOW STORAGE AREAS PAVED AREA (Sr—.) SNOW STORAGE AREA (5.F.) PERCENTAGE M 105ro. CONCEPTUAL DRB SET 8 Approved by the Design Review Board TOWN OF VAIL i By Warren Campbell at 11:38 am, Apr 03, 2014 .......... 1 Z N O V_ N 00 L (6 0 O 0 W c a� H 0 1 U L) U cx CD _N L 3 a) (6 't IN C Q O ON M O M V O C) M O .� L3 J J W z Q0 D ul Ln J E _ W M Q U I .,QrnD Q� Q � I z C] QZ �o I*10 u u N u) ko � J 0QN> N J m In PROJECT #: 1306 SHEET TITLE: SNOW STORAGE PLAN A1.4 ISSUED FOR: DATE.• 100% SD SET 10.15.13 CONCEPTUAL DRB SET 01.12.14 PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 MAZER SET 02.15.14 FINAL DRB SET 03.03.14 SHEET SCALE: 1 "= 10' DRAWN BY.• - CHECKED BY: KB ©COPYRIGHT 2013 BLUELINE ARCHITECTS P.C. Heights ,d by staff I upon the cation led by the :ant on this HEIGHT CALCULATIONS: 1. PER TOWN OF VAIL. CODE SECTION 12 -68 -1 THE HEIGHT OF A FLAT OR MANSARD ROOF SHALL NOT EXCEED 30' -0" AND 33' -0" FOR A SLOPING ROOF. 2. FOR THESE CALCULATIONS, THE MEASUREMENT WAS TAKEN FROM EXISTING OR FINISH GRADE, WHICHEVER WAS MORE RESTRICTIVE. AT THE INTERIOR OF THE BUILDING FOOTPRINT, THE MEASUREMENT WAS TAKEN FROM EXISTING GRADE. 3. REFER TO SHEET A2AO FOR ROOF PLAN INFORMATION. 4. CRITICAL POINTS ON THE ROOF HAVE BEEN LABELED ON THE DRAWING W/ THEIR RESPECTIVE GRADE ELEVATIONS CALLED OUT IN THE TABLE BELOW: MARK ROOF ELEVATION (DATUM 100' = 8026') GRADE ELEVATION (EXISTING/FINISH) HEIGHT DIFFERENCE A 116' -4" 8013'/8014.1 29' - 4" B 106'- 2 " 8014.578015.0' 19' - 9" C 100'- 2 " 8021.1578021.50' 121-211 D 1001-111, 8022.25'/8021.15' 131-211 E 111' -0" 8021157- 15' -3" F 1051-111, 80201578023.5' 141-211 G 1151-51, 8020.2578025.15' 211-31' H 120' -9" 8022'/8025.25' 24' -9" 1 1131-01, 802 4.15'/8026' 141-311 1 113' -0" 8023'/- 16' -0" K 120' -9" 80111257- 21' -6" L 115' -5" 8016.1511- 24' -8" M 101' -9" 8016.257- 11' -6" N 111'-2" 8015.51/- 211-011 O 111' -2" 8011'/8013.5' 26' -2" P 116' -4" 8011.25'/- 25' -1" *• NOTE: ALL GRADE ELEVATIONS GIVEN IN USGS AND BUILDING ELEVATIONS ARE GIVEN WITH RESPECT TO THE ARCHITECTURAL DATUM OF 100' -0" = 8026' USGS. HEIBHT CIN Approved by the Design Review Board TOWN ► By Warren Campbell at 11 :38 am, Apr 03, 2014 N O �o �00 o cz m o � U L1J m CM F- � 0 s �4-f i L U a� (0 t L c Q CO N O O Mr- �Z` CO M V 00 0 M M L3 J J W z 4 En VI�Ln U U, QONIco mQv U]0 co 0 I Z..L70 v Qz •0 ts0Nu Lo N N J H Q ❑N> m N PROJECT #: 1306 SHEET TITLE: BUILDING HEIGHT CALCULATION 5 A1. ISSUED FOR: DATE: 100% SD SET 10.15.13 CONCEPTUAL DRB SET 01.12.14 PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 MAZER SET 02.15.14 FINAL DRB SET 03.03.14 SHEET SCALE: 114 "= 1' -0" DRAWN BY: KB CHECKED BY: KB ©COPYRIGHT 2013 BLUELINE ARCHITECTS P.C. Staff verifil of site cov f <. z ZZ i SITE COVERAGE CALCULATIONS: 1. PER TOWN OF VAIL CODE SECTIONS 12 -2 -2 AND 12 -68 -9 THE BUILDING SITE COVERAGE MUST NOT EXCEED 20% OF THE LOT AREA. 2. FOR THESE CALCULATIONS, ANY ROOF OR DECK OVERHANG WHICH EXTENDS BEYOND THE FACE OF THE BUILDING BY MORE THAN 4' -0" WAS INCLUDED IN THE AREA COVERED BY THE BUILDING. (DECKS EXTENDING: OVER LOWER SPACES WERE NOT INCLUDED) INDICATES LOWER LEVEL BUILDING AREA INDICATES MAIN LEVEL BUILDING AREA INDICATES MAIN LEVEL ROOF AREA (BEYOND 4' -0 ") DINDICATES THE OUTER LIMITS OF THE LOWER, MAIN < UPPER LEVELS 3. SITE AREA, AS INDICATED ON THE SITE SURVEY, IS 11,656.'1 SF. COMPONENT AREA l S.FJ OUTER LIMIT 2328.8 9.9 TOTAL BUILDING AREA 2328.8 LOT AREA (S.F.) BUILDING AREA (S.F.) SITE COVERAGE (%) 116 8r . 9.9 SITE CCVEFRAG�E FLAN 0 Approved by the Design Review Board TOWN OF VA j L By Warren Campbell at 11:38 am, Apr 03, 2014 1 Z N CID O N 00 O m 0 (} O � U L W �- m a� F o U ! 1 U O LJ i (6 D CL v i ,I- L0 C Q O N O O O 2 rnti-0 CD V cMOO Or-- _ M M L3 J J W z Qo In �LI� Ln U En Q0 i =co mQV .,p U]0 I co N-��Q � Ip > Q ❑ z .. L7 U 4 '0 1."0 L] N N t0 .. ul J [� Ln 130 mN> LPL N ISSUED FOR DATE. 100% SD SET 10.15.13 CONCEPTUAL DRB SET 01.12.14 PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 MAIER SET 02.15.14 FINAL DRB SET 03.03.14 SHEET SCALE: 1"= 10' DRAWN BY: KB CHECKED BY. KB 2013 ©COPYRIGHT BLUELINE ARCHITECTS P.C. PROJECT #: 1306 SHEET TITLE: SITE COVERAGE PLAN A1.6 I I I t'-IAN LEVEL FL00FR f=LAN s i UFFElam LEVEL F underground, 1.11 sf SOUTH ELEVATION #2 s o 2/A1.5 RE: A2/A1.5 wall 1 2Coro.'K under round: 203.18 sf NC(RTN ELEVATION #2 s o wall .4: 348.18 underground: 12E�. &3 sF wa I I G : underground: 111EST ELEVATION #2 s o wa 113: -4003a underground O sf EAST ELEVATION 'I 1/811 = 11 -011 wall I,- 51 (o.ro unbereround: 21.5 sF WEST ELEVATION. SOUTH ELEVAT�ON #1 wall 5 237.Oro underground: 23 -1.0(o sf E45T ELEVA70N #2 1/811 = 1 1 -0 11 wall 2e 2813.16 underground: 28 '3.1& i I NOfRTH ELEVATION A PROPOSED AREA DATE: ALLOWABLE AREA 10.15.13 CONCEPTUAL DRB SET O O *1 LO LOT SIZE: 111656.7 sf (.2676 ACRES) 5OUTH ELEVATION J _ co TOTAL WALL AREA = 48038 5F Y -0 WALL AREA BELOW GRADE = O SF PER ZONING (SECTION 12- 15 -2): SOUTH ELEVATION *2 r u � O O TOTAL WALL AREA = 64.6 SF (1,65 - 5.36 sf WALL AREA BELOW GRADE = 7.11 5F - EAST ELEVATION *1 W See sheet A1.7 for correct TOTAL WALL AREA = 348.18 SF GRFA calcualtion WALL AREA BELOW GRADE = 125163 SF U EAST ELEVATION *2 114" = 1' -0" DRAWN BY.- TOTAL WALL AREA = 237.06 5F NN N WALL AREA BELOW GRADE = 237.06 5F U NORTH ELEVATION *1 OON1 Jm TOTAL WALL AREA = 289.16 5F LPL WALL AREA BELOW GRADE = 289.16 5F U NORTH ELEVATION *2 LJ O 2 TOTAL WALL AREA = 266.92 5F L 0 i WALL AREA BELOW GRADE = 203.18 5F ` WEST ELEVATION *1 CO N � TOTAL WALL AREA = 51616 SF WALL AREA BELOW GRADE = 27.5 5F M O O N O WEST ELEVATION *2 M TOTAL WALL AREA = 69.6 5F 0, V ( WALL AREA BELOW GRADE = 69.6 5F O p TOTAL WALL AREA = 2270.93 5F 1- TOTAL WALL AREA BELOW GRADE = 959.26 5F M 0-) C PERCENTAGE BELOW GRADE = 42.2% LOWER LEVEL AREA REDUCTION = 746.2 5F (.422) _ (17683 SF) TOTAL ALLOAABLE = 4215.36 sf TOTAL 6)RFA (SEE SHEET A1.7) _3225.7 sF NOTE: SQUARE FOOTAGE CALCULATED USING METHODS OUTLINED IN TITLE 12, CHAPTER 15, VAIL TOWN CODE LEGEND: ELEVATION AREA ELEVATION AREA D BELOW GRADE Approved by the Design Review Board TOWN >�i By Warren Campbell at 11:38 am, Apr 03, 2014 U DATE: N 10.15.13 CONCEPTUAL DRB SET O O PROGRESS SET LO N 02.04.14 J _ co W 03.03.14 Y -0 ul Y=EN i M r u � O O V �N=00 N � U N I mQ pN0 W r I Z c U QZ L�ONU 114" = 1' -0" DRAWN BY.- 0 Ln NN N j 1 U OON1 Jm LPL ► 1 U LJ O 2 L 0 i 1..1 ` CO N � Q M O O N O M 0, V ( 0 O p 1- M 0-) C U DATE: 100% SD SET 10.15.13 CONCEPTUAL DRB SET J PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 J 02.15.14 W 03.03.14 ul Y=EN z o Q V �N=00 N 0 N I mQ pN0 U I Z >�0 U QZ L�ONU 114" = 1' -0" DRAWN BY.- 0 Ln NN N j d, J OON1 Jm LPL � N Q 1..1 ISSUED FOR DATE: 100% SD SET 10.15.13 CONCEPTUAL DRB SET 01.12.14 PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 MAIER SET 02.15.14 FINAL DRB SET 03.03.14 SHEET SCALE: 114" = 1' -0" DRAWN BY.- KB CHECKED BY.- KB C COPYRIGHT 2013 BLUELINE ARCHITECTS P.C. PROJECT #: 1306 SHEET TITLE: GRFA CALCULATIONS (ELEVATIONS) Al .8 I I I I I 2X FURRED WALLS W/ ' INSULATION I I I I UI PROVIDE ACCESS PANEL INTO UNFINISHED SPACE I I I I I 1 1 DASHED L INES OF + I GARAGE ABOVE I I iL GARAGE ABOVE BOUT DER — RETAINING WALL RE: SITE LAN VENT MECHANICAL ROOM THROUGH EXTERIOR WALL LINE OF CONC. FOUNDATION WALL BELOW RE: SECTIONS I A3.3 X COLUMN FROM ABOVE RE: STRUCTURAL STEP CONC. FOUNDATION RE: STRUCTURAL 1 A4_z LINE OF CONC. FOUNDATION WALL BELOW RE: SECTIONS DECK ABOVE RE: ELEVATIONS e ATN *12 lm9 I A32 1 A4.1 PAT I O OL T.O. STONE 88' - 9" I 44.E LOUJEfR LEVEL F =LAN AREA: TOTAL 1768.3 sf HEATED LOWER LEVEL 1630.5 sf MECH. 70.7 sf UNFINISHED 73.5 sf iglzk 1/411 i 11_0II 0 Approved by the Design Review Board TOWN OF VAI i By Warren Campbell at 11:38 am, Apr 03, 2014 N O O N _ &5 cco:) O Y cu � O O c W U ca �T L c Q O N O cli C.6 9�1 C) M V M f) .O 0 J J W Z Q0 In Ln L3 Ln 0 QJLI00 M Q U IN0 Do N J Q ❑ I Q Q ❑ . rry Q Z rry ❑ C` ❑ 41, U NIn tO .. J rs Q ❑ ®N N ISSUED FOR: DATE: 100% SD SET 10.15.13 CONCEPTUAL DRB SET 01.1214 PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 MAIER SET 02.15.14 FINAL DRB SET 03.03.14 SHEET SCALE: 114 "= V - -0" DRAWN BY.- CHECKED BY.- KB 2013 ©COPYRIGHT BLUELINE ARCHITECTS P.C. PROJECT A' 1306 SHEET TITLE: LOWER LEVEL FLOOR PLAN A2.1 C C A3.D I I CJ — — L wiD �I MASTER II CLOS. II r I � 0 3 32 II 15' -oil MASTER II MAS ER USE BOULDERS WHERE WOOD SGREEN ON 5ATH = BEDROOM NEEDED AROUND OUTSIDE OF LASS a� 2Oi AUTOGOURT PULLOUT RE. ELEVATIONS I 20 RE: SITE PLAN - - T.O. PLC W o FREE- TUBNDINCs 204 `� CLOS. °4 Imm' -m" =1 a02(o' USGS A _� 202 2 3Ill 12' -12' LOW BOULDER — RETAINING WALL L - � W.C. . 202 2' - (o" Y -2" . I 2 5-10 I 2 A AUTOCOURT 5' -I�2' 2l" I' 811 (_32 I I' -9z" - - 3-511; D s SPARK' LINEAR -- DECK ABOVE T G O RE. E PI VATI= 9 5URNER HEARTH RE: ELEVATIONS LANDSCAPE DASHED LINES OF BOULDER WALLS W LA D PLA� T 3' 2" BEAMS ABOVE DINING GREAT ROOM Hi 3 I (L 2- 2T -1" L NDSCA E 9 -9T " O. - STONE - - 213 PLANTED 9 z 28 A 2 I — -� LINE OF BEAM T.O. CONC. 41 21- II AaovE Lj 99.3 — — — POWD. - LINE o 0 ABOVE a;ENTRI f BEAM - 10' -C��� � -C" 1 = LA 210 L - -J - -- - - - - -� - - - - - -- T i -- _�I– I�" = 3'-51'1 A3.5 25' -1" 2 2 2 13 - (5" 2' -7" 3' -I l' -5" 2 - - - - - -- OPEN v OL T.O. PI YWD W _ - - - - - -- RAILING DN 'r 100'-0'' = 60211 USGS t1 `V GARAGE I -'" COVERED O - - - - - - �' 43.5 WATERPROOF p MUD DECK FRIG. I = 1 8001" M 1 Eii I � L 212 I 's MICR DRAWER - - - - - - KITCHEN 4' -92 2 -8" 2 4 -32 UP W 209 �, I 1 T.O. CONC. CONC. 212 ' OL J niv T_ I A4.2 DRIP THROUGH WOOD DECK RE: ELEVATION i I A3.2 1 A4.1 r I 6X6 WOOD TIMBER SCREEN WALL ABOVE RE: ELEVATIONS I I A4jo I 99' - (o" O I en 1 m 2 - - (� o�I PANTRY I OVEN I 3 l� n n -0" T -6" I I 2 II' C' �2, (oX(o WOOD TIMBER A3.o I BAND OF HORIZONTAL SCREEN WALL RE: ELEVATIONS WINDOWS ABOVE _ _COUNTERTOP LM LM IIIIM LM RE: ELEVATIONS I I I I I I I I I A3.3 RE: ELEVATIONS PROVIDE GAS STUB FOR GRILL 1"'14IN LEVEL FL=00f;R FLAN � I 1 AREA: MAIN LEVEL 1576.9 sf GARAGE 572.0 sf ENTRY PATIO 185.6 sf KITCHEN DECK 179.1 sf 1/`i'11 i 11_011 Approved by the Design Review Board T f IL By Warren Campbell at 11 :39 am, Apr 03, 2014 rr N O O N _ &5 cco:) O Y cu O pi F4 U L!J m c m U N ' ` V O L ca �T L c Q O c:) m CD 9 w M v M fD .O L3 J J W z Q0 In �Ln L3 Ln 0 Q JuI00 m ®U U10 I 00��0 N _ Q I Q Q ❑ Z .. L9 L3Q z 0 L'sONU NIn tO .. — In �J ❑ ®N J m UJ ISSUED FOR: DATE: 100% SD SET 10.15.13 CONCEPTUAL DRB SET 01.1214 PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 MAIER SET 02.15.14 FINAL DRB SET 03.03.14 SHEET SCALE: 114 " = Y -0" DRAWN BY.• CHECKED BY.- KB 2013 ©COPYRIGHT BLUELINE ARCHITECTS P.C. PROJECT #: 1306 SHEET TITLE: MAIN LEVEL FLOOR PLAN A2.2 i Aim 1 i i i i i i i i i i i i i i L_ A4.2 A3.2 I .r� Aa � J ) AREA: A3.3 UPPER LEVEL 624.66 sf DECK 95.0 sf LM LM LM LM ri--� UFFE� LEVEL FL00f;R FLAN ,42 .3 1/4 11 i ,1-0 11 Approved b the pp Y Design Review Board TOWN OF VAI I By Warren Campbell at 11 :39 am, Apr 03, 2014 N O O N _ &5 cco:) O Y cu O pi F4 U LLJ m c m U L 3 C6 tT C_ O N O c') a) �1 W M V O f) 'O M 0 .0 C] J J W z a❑ InEN Ln L3 Ln 0 QJLI00 M a U Ul 0 IDo N J a o�a� I ❑ z ■. L9 Ll a Z rry ❑ C` ❑ 1.1, U NIn tO .. J rs In ❑ ®N N ISSUED FOR: DATE: 100% SD SET 10.15.13 CONCEPTUAL DRB SET 01.1214 PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 MAIER SET 02.15.14 FINAL DRB SET 03.03.14 SHEET SCALE: 114 "= Y - -0" DRAWN BY.- CHECKED BY.- KB 2013 ©COPYRIGHT BLUELINE ARCHITECTS P.C. PROJECT A' 1306 SHEET TITLE: UPPER LEVEL FLOOR PLAN A2.3 I I COMPOSITE SLATE ROOFING, TYP. I NUUr i Ica, i T M. WANE I A4.2 DECK RAILING BELOW A3.2 I A4.1 ",I �, A4.P� r 1/4 11 = 1 1-0 11 Approved by the Design Review Board TOWN OF VA I L " By Warren Campbell at 11:39 am, Apr 03, 2014 U DATE: N O 10.15.13 CONCEPTUAL DRB SET O PROGRESS SET 01.20.14 c 00 02.04.14 L i Y '0 W 03.03.14 (6 L In U o LLJ Ln :3 UN0�O 0 M 1 U Ip Do 114" = 1'-0" Ul � N I ' ` V � Q L 3 cu N QZ �oNn 0 Q O N O -�` � cq M V N Q > O CD .0 M O .0 U DATE: 100% SD SET 10.15.13 CONCEPTUAL DRB SET J PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 J 02.15.14 W 03.03.14 z In o Ln :3 UN0�O 0 M Q U Ip Do 114" = 1'-0" Ul � 0 I N Z J >L90 Q Ll QZ �oNn 0 N NN�p J � m N Q > LPL ] Q N 1..1 ISSUED FOR: DATE: 100% SD SET 10.15.13 CONCEPTUAL DRB SET 01.1214 PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 MAIER SET 02.15.14 FINAL DRB SET 03.03.14 SHEET SCALE. 114" = 1'-0" DRAWN BY.- CHECKED BY.- KB ©COPYRIGHT 2013 BLUELINE ARCHITECTS P.C. PROJECT A- 1306 SHEET TITLE: ROOF PLAN A2.4 if �f MW STAINED RS CEDAR FASCIA 3X4 WOOD TOP RAIL STAINED RS SPRUCE TIMBER 2X4 WOOD TOP RAIL SCREEN WALL 6X6 WOOD POST SPRUCE BEAMS /RAFTERS EXPOSED 2X2 WOOD PICKETS AT 51i2 " O.C. 2X4 WOOD BOTTOM RAIL 2X WOOD DECKING TYP. EXTERIOR RAILING RE: 2/A3.0 STUCCO WALL: WHITE TO MATCH 6X10 WOOD JOISTS AT I' -6" O.C. 6X12 WOOD BEAM 6X10 WOOD BRAGKET 3 EXTERICR MATERIALS IMAGE 2 DECK DETA N.T.S. 1/2" = 1' - 0" J 4?,' -32 I I � F T — — — — r — — — — — — — — — — I I I I I I I I I --- I-- - - - - -- T I I 020' USGS EXTERIOR WALL RE: PLAN OIL T.O. LONG. 89' -0" NORTH ELEVATION 1/4" = 1' - 0" Approved by the Design Review Board TOWN OF VA! L By Warren Campbell at 11:39 am, Apr 03, 2014 Z N V O N �00 -°a L (6 cu O � U W H a� 0 U L. f 1 U I N cx ca � ( c Q o °•a� rn a) -2 CD cn 0 CD M O .� L3 J W z InI . ts Q0 Ln L3 ul J E _ W M Q U I .,pU]D p� Q � I z QZ Ll �o I., ONU N— tO .. J OpN> J m En PROJECT #: 1306 SHEET TITLE: EXTERIOR ELEVATIONS A3.0 ISSUED FOR: DATE.• 100% SD SET 10.15.13 CONCEPTUAL DRB SET 01.12.14 PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 MAZER SET 02.15.14 FINAL DRB SET 03.03.14 SHEET SCALE: 11 4" = 1' -0" DRAWN BY.• - CHECKED BY: KB ©COPYRIGHT 2013 BLUELINE ARCHITECTS P.C. E A-3 6X6 WOOD POST 6X10 RECLAIMED WOOD BEAMS -a 1' -4" O.C. 6X12 RECLAIMED WOOD BEAM 6XIO RECLAIMED WOOD BRACKET PLASTER FINISH i i i t-I GRADE DECK 4 D HORIZONTAL D WOOD TYP. ;D VERTICAL OIL T.O. PLATE 112' -S-1/$" T.O. PLYWD 101BI -,a" EXISTING GRADE OL T.O. PLYWD 100' -0" = a026' USGS OL T.O. GONG. 89' -O" 1 E'45T ELEVATION Approved by the X3.1 1/4" = 1' - 0" Design Review Board TOWN OF VAIL A By Warren Campbell at 11:39 am, Apr 03, 2014 Z N N O _ N 00 L (6 C6 L O � U W c a� H 0 U L.I f 1 U _N L 3 a) (6 't if C Q O ON 13) O� Ch V O CD M O .� L3 J J W z InI . ts Q0 D ul Ln J E _ W M Q U I .,pU]D p� Q � I z C] QZ �o I*10 u u N u) � J OpN> J m In PROJECT A- 1306 SHEET TITLE: EXTERIOR ELEVATIONS A3. 1 ISSUED FOR: DATE.• 100% M x I v I I IvLx /r I IV I O SD SET 1 10.15.13 CONCEPTUAL DRB SET 0 01.12.14 PROGRESS SET 0 01.20.14 UTILITYAPPROVAL SET 0 02.04.14 MAZER SET 0 02.15.14 FINAL DRB SET 0 03.03.14 SHEET SCALE: A AS NOTED DRAWN BY.• - - CHECKED BY: K KB © COPYRIGHT 2013 BLUELINE ARCHITECTS P.C. O O 00 NIM 31-7 12 11 48' -321 11' -7'1 2' -3° 1, 1121 91 -711 1SGS 15GS ('I 50UTH E L E VAT I ®N Approved by the ,43.2 1/4" = V- m" Design Review Board TOWN OF VAI L By Warren Campbell at 11 :39 am, Apr 03, 2014 N O O L c 00 i Y 17 Cc (6 L U W F o 1 U t 3 cu N CY' 0 C N CY5 O 00M� O f' C M 0') . C] J J W z a❑ In N :3 L3 Ln 0 QJLI00 M a U IN0 NQ O�Q� I z ..L70 aZNO U L� 0 U NIn tO rs J In ❑ ®N J m N PROJECT A' 1306 SHEET TITLE: EXTERIOR ELEVATIONS A3.2 ISSUED FOR: DATE: 100% SD SET 10.15.13 CONCEPTUAL DRB SET 01.12.14 PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 MAIER SET 02.15.14 FINAL DRB SET 03.03.14 SHEET SCALE: 114" = 1' -0" DRAWN BY.- - CHECKED BY.- KB ©COPYRIGHT 2013 BLUELINE ARCHITECTS P.C. 2&' -0" 3'_g2ii 51-13111 (,_au ��n�ii �is�ii 101_011 771-211 Approved by the Design Review Board TO f By Warren Campbell at 11:39 am, Apr 03, 2014 UJE5T ELEVATION X3.3 1/411 =11 -011 Z N N O _ N 00 L (6 C6 L O U W c a� H 0 U L.I f 1 U _N L .1 a) (6 't if C Q O co ON C M P- O Ch V O C) M O .� C] J J W z InI . ts Q0 D ul Ln J U = W M Q U I .,pU]D p� Q � I z U QZ 0 I�ONU u N u) � J OpN> J m U PROJECT #: 1306 SHEET TITLE: EXTERIOR ELEVATIONS A3.3 ISSUED FOR: DATE.• 100% SD SET 10.15.13 CONCEPTUAL DRB SET 01.12.14 PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 MAZER SET 02.15.14 FINAL DRB SET 03.03.14 SHEET SCALE: 11 4" = 1' -0" DRAWN BY.• - CHECKED BY: KB ©COPYRIGHT 2013 BLUELINE ARCHITECTS P.C. 6 RI HOLD WOOI OF E 6 RI HOLD WOOL OF E D .4 4 ( D5 ) ( ) (0 1 51 -9111 31-,5111 UJE5T ELEVATION = M5TR. 5ATH ,43.E 1/4" = 1' - m" OMPOSITE SLATE ROOFING, rP. X WOOD BEAMS At 2' -0" O.C., rP. < BUILT -UP WOOD FASCIA, rP. b RECLAIMED HORIZONTAL DOD SIDING ABOVE WINDOWS -IGN TOP OF WINDOW W/ OTTOM OF BEAM DRIZONTAL MUNTIN BARS TO -IGN W/ DINING ROOM 4 gTRY WINDOWS NDOWS BEHIND 6X6 WOOD MBER SCREEN WALL 'IMBERS NOT SHOWN) OL T.O. PLYWD 100' -0" = 8026' USGS ANDSCAPE -ANTER sJT;;PY Pnr%?(-W 3 WEST ELEVATION - MSTP. 5ATH ,43 1/4" = V - m" 6X WOO[ RE: STRU 6X6 WOOD TIME FRONT OF WINDOI GAPS BETWEE ALIGN HORIZONTAL BARS W/ WIND OTHER SIDE OF 2 E>45T ELEVATION = ENTRY - ,43. 1/4" = 1' - m" O O O 00 -8" I I I I T.O. PLATE OMPOSITE SLATE ROOFING, rP. X WOOD BEAMS AT 2' -0" O.G., TOP OF WINDOW W/ BOTTOM OF BEAM ENALIGN L� DASHED LINE OF BOTTOM - -- - - -- - -- -- - - -- - -- - - - -- - - - -- OF BEAM BEYOND -� < BUILT -UP WOOD FASCIA, RE: SECTIONS T.O. PLYWD 109' -0" 1X6 RECLAIMED HORIZONTAL :6 RECLAIMED HORIZONTAL 4" = 1' -0" WOOD SIDING, TYP. DOD SIDING ABOVE WINDOWS CHECKED BY: KB ©COPYRIGHT 2013 BLUELINE ARCHITECTS P.C. � CUSTOM GLASS DOOR W/ 46 TIMBER SCREEN WALL IN - HORIZONTAL WOOD BEAMS TO 2ONT OF WINDOWS 6X6 WOOD TIMBERS IN i MATCH TIMBER SCREEN -- VERIFTY THAT IT DOESN'T HIT FRONT OF WINDOWS W/ 4" ROOF OVERHANG GAPS BETWEEN EACH 6X6 TIMBER SCREEN WALL IN FRONT OF WINDOWS OL T.O. PLYWD OIL T.O. PLYWD 100' -0" = 8026' USGS T 100' -0" = 8026' U5G5 PE L ANTER BANTER LANDSCAPE PLANTER RE: SITE PLAN TRY PORCH LANDSCAPE BOULDERS I I I I I STONE PATIO RE: SITE PLAN UJE5T ELEVATION = M5TR. 5ATH ,43.E 1/4" = 1' - m" OMPOSITE SLATE ROOFING, rP. X WOOD BEAMS At 2' -0" O.C., rP. < BUILT -UP WOOD FASCIA, rP. b RECLAIMED HORIZONTAL DOD SIDING ABOVE WINDOWS -IGN TOP OF WINDOW W/ OTTOM OF BEAM DRIZONTAL MUNTIN BARS TO -IGN W/ DINING ROOM 4 gTRY WINDOWS NDOWS BEHIND 6X6 WOOD MBER SCREEN WALL 'IMBERS NOT SHOWN) OL T.O. PLYWD 100' -0" = 8026' USGS ANDSCAPE -ANTER sJT;;PY Pnr%?(-W 3 WEST ELEVATION - MSTP. 5ATH ,43 1/4" = V - m" 6X WOO[ RE: STRU 6X6 WOOD TIME FRONT OF WINDOI GAPS BETWEE ALIGN HORIZONTAL BARS W/ WIND OTHER SIDE OF 2 E>45T ELEVATION = ENTRY - ,43. 1/4" = 1' - m" O O O 00 OP OF WINDOW W/ T OF BEAM ME) :LAIMED HORIZONTAL >IDING, TYP. GLASS DOOR W/ NTAL WOOD BEAMS TO TIMBER SCREEN (NOT -- VERIFY THAT IT r HIT ROOF OVERHANG 3 BEHIND 6X6 TIMBER ,GREEN (TIMBER I NOT SHOWN) rwz) '= 8026' USGS ,APE PLANTER PLAN :APE BOULDERS � I vlv� r'ATIO RE: SITE PLAN Approved by the ���V � EELEVATION - ENTR-' Design Review Board ,45T TOWN OF VAIL By Warren Campbell at 11:39 am, Apr 03, 2014 ,43.E 1/4" = I' - m" � N V O _ N 00 L (6 C6 L [} o � U w H a� 0 U U cx D z � CD C14 rn C cq c? c:) c) J J W Z In Q❑ D uLn l J E _ W M Q U I .,pU]D p�Q� I z C] QZ ❑ I� 0 L] N u ul � J ❑pN> J m In PROJECT #.- 1306 SHEET TITLE: EXTERIOR ELEVATIONS (PARTIAL) A3.4 ISSUED FOR: DATE.• 100% SD SET 10.15.13 CONCEPTUAL DRB SET 01.12.14 PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 MAZER SET 02.15.14 FINAL DRB SET 03.03.14 SHEET SCALE: 11 -8" 5 2 3 2 OP OF WINDOW W/ T OF BEAM ME) :LAIMED HORIZONTAL >IDING, TYP. GLASS DOOR W/ NTAL WOOD BEAMS TO TIMBER SCREEN (NOT -- VERIFY THAT IT r HIT ROOF OVERHANG 3 BEHIND 6X6 TIMBER ,GREEN (TIMBER I NOT SHOWN) rwz) '= 8026' USGS ,APE PLANTER PLAN :APE BOULDERS � I vlv� r'ATIO RE: SITE PLAN Approved by the ���V � EELEVATION - ENTR-' Design Review Board ,45T TOWN OF VAIL By Warren Campbell at 11:39 am, Apr 03, 2014 ,43.E 1/4" = I' - m" � N V O _ N 00 L (6 C6 L [} o � U w H a� 0 U U cx D z � CD C14 rn C cq c? c:) c) J J W Z In Q❑ D uLn l J E _ W M Q U I .,pU]D p�Q� I z C] QZ ❑ I� 0 L] N u ul � J ❑pN> J m In PROJECT #.- 1306 SHEET TITLE: EXTERIOR ELEVATIONS (PARTIAL) A3.4 ISSUED FOR: DATE.• 100% SD SET 10.15.13 CONCEPTUAL DRB SET 01.12.14 PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 MAZER SET 02.15.14 FINAL DRB SET 03.03.14 SHEET SCALE: 11 4" = 1' -0" DRAWN BY.• - CHECKED BY: KB ©COPYRIGHT 2013 BLUELINE ARCHITECTS P.C. cot, BUILT -Uf WO 1X6 RE( 1X6 RE( EXISTIr FINI: 3 5OUTH ELEVATION - GARAGE 3.� 1/4" = 1' - 0" T.O. PLATE &X WOOD B RE: STRUCTU 6X6 WOOD TIMBER SCR RE: ELEVATI 1X6 RECLAI11 HORIZONTAL WOOD SIL WATERPROOF DECK O LIVING SP RE: PL 1X6 RECLAIMED HORIZONTAL WOOD SIDING 6X6 WOOD TIMBER SCREEN RE: ELEVATIONS 3' -0" TALL TIMBER WOOD RAILING, TYfm. T.O. PL's' 100' -0" = 8026' USGS WATERPROOF DECK OVER LIVING SPACE RE: PLANS 2 WE5T ELEVATION - LIVING ,43.E 1/4" = r - Oil A) (5) (C) (ED &' -6 111-102 3' -9111 Approved by the Design Review Board TOWN OF VA! L By Warren Campbell at 11:40 am, Apr 03, 2014 RECLAIMED WOOD TRIM 4 T.O. PL` WD 100' -0" = 0026' USGS 1 5OUTH ELEVATION - KITCHEN ,43.5 1/4" = 1'- 0" Z N N O _ N 00 L (6 C6 L O U W c a� H 0 U U cx ca � C c Q o °° a) rn C.6 2 ocq r- CD M O .� J J W Z InI . ts Q0 D ul Ln J E _ W M Q U I .,pU]D pjQ� I z ..r�0 C] QZ 0 I� 0 L] ul N�tO .. J I - >'Q OpN> J m In PROJECT #: 1306 SHEET TITLE: EXTERIOR ELEVATIONS (PARTIAL) A3.5 ISSUED FOR: DATE.• 100% SD SET 10.15.13 CONCEPTUAL DRB SET 01.12.14 PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 MAZER SET 02.15.14 FINAL DRB SET 03.03.14 SHEET SCALE: 11 4" = 1' -0" DRAWN BY.• - CHECKED BY: KB ©COPYRIGHT 2013 BLUELINE ARCHITECTS P.C. J) (H) (G)(F 1 :LAIMED 'P. ATE JJOOD TRIM HORIZONTAL P. 2EEN WALL IN .JS 4 ENTRY YWD " = 8026' USGS 2 NORTH ELEVATION - DINING 9' -�" 12 2' -3" II' -�" 3'_�2 11' -102 &' -`_11 N 02.04.14 J -3" 2' II' l" l2" -ICl 1 3 ' 2 :LAIMED 'P. ATE JJOOD TRIM HORIZONTAL P. 2EEN WALL IN .JS 4 ENTRY YWD " = 8026' USGS 2 NORTH ELEVATION - DINING U I I I I I I 10.15.13 CONCEPTUAL DRB SET � O PROGRESS SET V) N 02.04.14 J -3" 2' II' l" l2" -ICl 1 3 ' 2 03.03.14 In Y L (6 �� L) C6 L O V 6X WOOD BEAM 1� U It N I m RE: STRUCTURAL W I CHIMNEY W/ 12 � Q 0 c PLASTER FINISH T.O. BE AM a� 0 H 0 N > kD � � U � m BUILT -UP 2X RECLAIMED > LPL \ WOOD FASCIA, TYP. Q _N L 1..1 cx .4 a) (6 co if C Q T.O. PLATE cq r T.O. PLATE o CD 1X4 RECLAIMED WOOD TRIM 101' -(o" ❑ 0 0 1X6 RECLAIMED HORIZONTAL ❑ WOOD SIDING, TYP. 1X6 RECLAIMED HORIZONTAL TOP OF WINDOWS t0 WOOD SIDING, TYP. ❑ ALIGN W/ BOTTOM OF � � � BEAM At ENTRY 6X6 TIMBER SCREEN WALL IN FRONT OF WINDOWS E] 1X4 RECLAIMED WOOD TRIM ❑ 6X6 TIMBER SCREEN WALL IN 1X6 RECLAIMED HORIZONTAL ❑ FRONT OF WINDOWS 4 ENTRY WOOD SIDING, TYP. ❑ DOOR T O PLYWD 100'-0" = 802(0' USGS PLASTER FINISH H RIZONtAL MUNtIN BARS TO A IGN W/ WINDOWS IN ENTRY 4 EXISTING/FINISH M STER BATH GRADE PLASTER FINISH WINDOWS D TIMBER SCREEN WALL (NOT HOWN) LANDSCAPE PLASTER FINISH BOULDER WALL Approved by the STONE PORCH Design Review Board TOWN OF VAI L By Warren Campbell at 11:40 am, Apr 03, 2014 EXISTING/FINISH GRADE NORTH ELEVATION - DINING 1/4" = I' - m" U DATE: � N 10.15.13 CONCEPTUAL DRB SET � O PROGRESS SET V) N 02.04.14 J _ 00 W 03.03.14 In Y L (6 �� L) C6 L O V N 0 E 1� U It N I m Q pN0 W I N Z J > � Q 0 c aZ �oNn 114" = 1'-0" a� 0 H 0 N > kD � � U � m N > LPL � N U Q _N L 1..1 cx .4 a) (6 co if C Q co O ON � cq r o CD U DATE: 100% SD SET 10.15.13 CONCEPTUAL DRB SET J PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 J 02.15.14 W 03.03.14 In Y z �� Q V N 0 E 0 V00 N I m Q pN0 I N Z J > � Q 0 V aZ �oNn 114" = 1'-0" DRAWN BY.- 0 ul F N > kD � � J Q � m N > LPL � N Q 1..1 ISSUED FOR: DATE: 100% SD SET 10.15.13 CONCEPTUAL DRB SET 01.1214 PROGRESS SET 01.20.14 UTILITYAPPROVAL SET 02.04.14 MAIER SET 02.15.14 FINAL DRB SET 03.03.14 SHEET SCALE: 114" = 1'-0" DRAWN BY.- CHECKED BY: KB ©COPYRIGHT 2013 BLUELINE ARCHITECTS P.C. PROJECT #: 1306 SHEET TITLE: EXTERIOR ELEVATIONS (PARTIAL) I�t�: