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HomeMy WebLinkAboutDRB070585 B07-0357 PlansEN ABV above LT AFF above finished floor LTL AP access panel LVR AC acoustical MH ADD addendum MFR ADJ adjacent MO ALT alternate MTL AL aluminum MAX ARCH architect (ural) MECH 13ASMT basement MC BRG bearing MMB BVL beveled MET BIT bituminous M BLK block MM BLKG blocking MIN BOT bottom MIR BLDG building MISC CPT -pat (ad) MULL CSMT casement MAT (c) coulking) covlk(ing) NR CLG ceiling NOM CT ceramic tile N CLR clear (once) NIC COL column NTS CONG concrete OPG CMU concrete masonry unit OFF CONST construction OPH CONT continuous OH CJT control joint (P) CPR copper PR CUST custom PK DTL detail PVMT DIM dimension PLA, DR door PL DWG droving PW DF drinking fountain FT E east PSF ELEC electric (al) PSI EL elevation (s) PL ELEV elevator QT EQ ogwl REF ta(FI exhaust REFR EXG existing REINF EXT exterior READ FOG face of concrots RES FOF face of finish REV FOM face of rrrasoinry RN FOS fou of studs R FIN finished) RtS FF finished floor elevation RD FE fire extinguisher RFG FDC fire department connection RM FHC fire hose connection . RO FEC fire extinguisher cabinet R/S FPL fireplace (S) FP firep� sprayed SHTG FLO flash SM FLR floor7ing) Sim FO floor drain SC FTG footing S FND foundation SPEC FBO furnished others SQ FUR furred (ing STD GA gaga, gauge ST GV galvanized STL GC general contract (or) SD GL glass, glazing STR GYP BD gypsum board TEL HDW hardware TV HDR header THR HTQ heating TW HVAC heating/ventilating/ TOSL air conditioning TOS HT height TOW HC hollow core TB HM hollow metal TR NOR horizontal T HWH hot water heater TYP INCL include (d), (ion) UNO ID inside diameter VB IBC installed by contractor VIF IB0 installed bv owner VERT INS insulate (A (ion) VCT INT interior WC JC janitor's closet W KIT kitchen WWF LAM laminate (d) W LAY lavatory W LH left hand WDW L length WO WD WPM Rawa I light t n c lower Earth Plywood manhole manufacture (or) masonry material opening Porous Fill / Drainage Finish Wood maximum mechanic (al) medicine cabinet membrane Stan Masonry Wood -Rough metal mater (s) millimeter (s) minimum Structural Concrete Blacking mirror mi mullion natural Concrete Masonry Unit Gypsum Board noise reduction nominal north not in contract Batt Insulation Marble not to scale opening opposite hand Rigid Insulation Granite overhead paint or stain ulllllJl� pair poking Acoustical Caning Tile Query Tile parYement plastic lorninate plats plywood Gram Tile / Pavers point niars foot poems p e' v inch property line Steel / Metal as noted nuunruunuuu °nwwurw Carpet worry ale reference refrigerator reinforce (d), (int) resilient GRAPHIC SYMBOLS revision (d), (ing) right hand Hear rod and shelf .� 1 roof drain �. roofing A3.01 A5,01 room rough opening rough sawn Section Cut Reference Detail Area Reference Grid Marker sealant (exterior) sheathing chest metal similar OI L ENTRY solid core A4.0) 100 - -- specification (s) Elevation Symbol Centerline s Elevation Reference stain steal 1 4:12 atom drain 1 structural A20 telephone television Large Area Detail Reference Slope threshold Detail Cut Reference tongus and groove top of slab top of steel to of wa towel bar ll A 12/31/2006 Bg transom Window Tog tread Revision Symbol typical unless noted otherwise Revision Cloud vapor barrier L1 verify in field 1 P vertical vinyl composition Pi CP1 P Door Tag water closet 2 A6.01 3 water proofing P welded wire fabric west Fixed Finishes Reference WOOD - CARPET width, wide window Interior Elev. Reference Material Change without ` 1V00d ua wpraaf membrane N OFFICE 124 Room Tag North Arrow ARCHITECT MORTER ARCHITECTS 2271 NORTH FRONTAGE ROAD NEST VAIL CO 81657 97 0- 476 -5105 q70- 476 -0710 FAX CONTACTS: PAVAN KRUEGER MIKE BRIDGES CONTRACTOR BOLES CUSTOM BUILDERS PO BOX 426 EDNARDS, CO 81632 q70 -q26 -3202 q70 -q26 -2078 FAX CONTACTS: BRAD FOSTER CHRIS HANOPHY ZONING: OCCUPANCY GROUP: CONSTRUCTION TYPE: STRUCTURAL ENGINES THE MJ MUELLER COMPANY INC. PO BOX 2747 VAIL CO 81658 q70 --476 -2627 q70 -476 -2637 FAX CONTACTS: MARK MUELLER CARL MUELLER OWNER AARON t JENIFER KENNEDY TWO- FAMILY RESIDENTIAL R -3 TYPE V N.R. 71 pOW1WG # DRAWING THE GENERAL EXISTING I P. i - t _' = GENERAL, NOTES 1, DO NOT SCALE DRAWINGS 2. DATUM ELEVATION 100' -0" EQUALS FINISH LEVEL OF MAIN LEVEL, 3. 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. 4. AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLVED WITH WRITTEN APPROVAL FROM THE ARCHITECT BEFORE CONSTRUCTION CONTINUES IN THOSE AREAS. 5. PLAN DIMENSIONS FOR NEW WALLS ARE TO FACE OF STUD OR FACE OF CONCRETE, SECTION AND ELEVATION DIMENSIONS ARE TO TOP OF CONCRETE WALL, BOTTOM OF FOOTING, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR BEAMS UNLESS OTHERWISE NOTED, EXISTING WALLS ARE DIMENSIONED TO FACE OF FINISH. 6. AREA OF WORK SHOWN ON THE PLANS REFERS TO THE ARCHITECTURAL, STRUCTURAL AND LANDSCAPE SCOPE ONLY. INTERIOR DESIGN SCOPE IS NOT INCLUDED IN THIS DRAWING SET. 7. ALL LANDSCAPE WORK SHALL BE PERFORMED BY A LANDSCAPE CONTRACTOR AND COORDINATED BY THE GENERAL CONTRACTOR. 8. ALL ELECTRICAL AND MECHANICAL WORK SHALL BE PERFORMED BY A DESIGN/BUILD CONTRACTOR AND COORDINATED BY THE GENERAL CONTRACTOR. 9. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INCLUDE BUT ARE NOT LIMITED TO CEILING AND WALL MOUNTED FIXTURES, TOILETS, TOILET ACCESSORIES, CABINETRY, COUNTERTOPS, SHELVES AND CLOSET RODS. 10. COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT WITHIN CEILING, FLOOR AND WALLS SPACES. VERIFY LOCATIONS WITH ARCHITECT OR INTERIOR DESIGNER, 11. ALL EXISTING FIRE RATED ASSEMBLIES AT PARTY WALL SHALL REMAIN DURING CONSTRUCTION. ANY BREACH OF FIRE RATED ASSEMBLY DURING CONSTRUCTION SHALL BE REPAIRED TO THE SATISFACTION OF THE LOCAL AUTHORITIES (TOWN OF VAIL). 12. 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. FAILURE TO GIVE AMPLE NOTICE SHALL RELIEVE ARCHITECT OF RESPONSIBILITY. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL APPLICABLE CODES AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS. THIS PROJECT IS GOVERNED BY THE INTERNATIONAL RESIDENTIAL CODE, 2003 EDITION. CODE COMPLIANCE IS MANDATORY. THE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK THAT DOES NOT CONFORM TO ALL RELEVANT CODES INCLUDING ALL LOCAL AND REGIONAL CODES. 14, THE CONTRACTOR SHALL FIELD COORDINATE AND OBTAIN APPROVAL FROM THE ARCHITECT OR ENGINEER BEFORE ANY CUTTING, NOTCHING OR DRILLING OF ANY CAST -IN -PLACE CONCRETE, STEEL FRAMING, WOOD FRAMED BEARING WALLS OR ANY OTHER STRUCTURAL ELEMENTS WHICH MAY AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING, 15. THE CONTRACTOR SHALL VERIFY ALL EXISTING GRADES PRIOR TO ANY SITE WORK, 16. IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE CONTRACTOR AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC. TO COMPLETE THE WORK WITHIN THE RECOGNIZED STANDARDS OF THE INDUSTRY. 17. PRODUCT INFORMATION SHEETS AND COLOR CHARTS FOR AL REQUIRED MATERIALS SHALL BE PROVIDED TO ARCHITECT OR INTERIOR DESIGNER PRIOR TO PURCHASE OF MATERIALS. ALL EXTERIOR COLOR ITEMS SHALL BE SUBMITTED AT ONE TIME TO ARCHITECT FOR SELECTION OF MATERIAL SAMPLES FOR FINAL VERIFICATION. THIS INCLUDES, BUT IS NOT LIMITED TO: STONE PAVERS, WINDOWS, DOORS, PAINT, ROOF SHAKES, GUTTERS, AND DOWNSPOUTS, WOOD FLOORING AND CARPET 18. CONTRACTOR SHALL PROVIDE PROOF OF WORKER'S COMPENSATION INSURANCE AND LIABILITY INSURANCE TO THE OWNER. 19. LIEN WAIVERS OF ALL SUBCONTRACTORS SHALL BE PROVIDED TO THE ARCHITECT AT PAYMENT PERIODS AND SUBSTANTIAL COMPLETION DATES ESTABLISHED BY ARCHITECT, 20. ALL TRASH GENERATED BY THE CONTRACTOR WILL BE PLACED IN A SECURE TRASH CONTAINER PROVIDED BY THE CONTRACTOR ON SITE AT THE END OF EACH DAY. 21. LOCATE AND CAP ALL SITE UTILITIES AS REQUIRED FOR NEW CONSTRUCTION. 22. COORDINATE WITH UTILITY COMPANIES PRIOR TO SHUTTING OFF AND CAPPING ALL UTILITIES. 23. ALL NEW WALLS SHALL ALIGN WITH EXISTING WALLS AND ENTIRE WALL SURFACE SHALL RECEIVE NEW FINISH TO MATCH. 24. SITE ACCESS SHALL COMPLY WITH DRB APPROVED CONSTRUCTION ACCESS PLAN, ANY VARIATIONS SHALL BE APPROVED BY TOV COMMUNITY DEVELOPMENT. SCOPE OF WORK DEMOLITION 1. REMOVE EXG WOOD DECK @ FRONT ENTRY. 2. REMOVE EXISTING WALLS AS NOTED PER EXISTING /DEMO PLANS. 3. REMOVE EXISTING CABINETS AND APPLIANCES AT ALL BATHS AND KITCHEN, RETAIN APPLIANCES FOR POSSIBLE USE. 4. REMOVE EXISTING WOOD AND STONE FLOORING AT MAIN LEVEL. 5. REMOVE EXISTING CARPET AND TILIE AT UPPER LEVEL, 6. REMOVE EXISTING PLUMBING FIXTURES EXCEPT AT SECONDARY BATHS WHERE TOILETS AND TUBS ARE TO REMAIN, RETAIN FIXTURES FOR POSSIBLE USE. 7. REMOVE EXISTING WOOD DECK AS SPECIFIED PER LANDSCAPE PLAN. 8. REMOVE EXISTING WINDOWS AS NOTED PER PLANS AND ELEVATIONS. RETAIN UPPER WINDOWS AT LIVING ROOM WEST WALL AND MASTER BATH WINDOWS FOR REINSTALLATION. SITE 1. PROVIDE NEW STEPS TO ENTRY AS PER LANDSCAPE PLAN. 2. PROVIDE BID FOR NEW ASPHALT SEAL TREATMENT. 3. PROVIDE NEW STONE TERRACE AT WEST SIDE OF THE HOUSE PER LANDSCAPE PLAN. 4. PROVIDE NEW PLANTING AS SHOWN ON DRAWINGS AND AS APPROVED BY TOV DRB. EXTERIOR WALLS AND FOUNDATIONS 1. PROVIDE NEW WOOD SIDING, AND TRIM AS REQUIRED TO PATCH AREAS NEEDING REPAIR AND WHERE ALTERED BY NEW WINDOWS. 2. PROVIDE NEW STUCCO WALL FINISH AS REQUIRED TO PATCH AREAS NEEDING REPAIR AND WHERE ALTERED BY NEW WINDOWS. 3. REPLACE CRAWLSPACE FOUNDATION INSULATION WHERE FALLING AWAY FROM WALL, 4. PROVIDE VAPOR BARRIER AT CRAWLSPACE. ROOFING AND WATERPROOFING 1. REVIEW ALL AREAS OF WATER DAMAGE TO THE EXTERIOR WALLS AND REPAIR AS NECESSARY. 2. REVIEW ALL AREAS OF DAMAGE TO THE EXISTING ROOF AND PROVIDE BID TO REPAIR AS NECESSARY. 3. PROVIDE NEW STEEL CANOPY AT ENTRY WITH COPPER ROOFING. 4. PROVIDE NEW FLASHING AND WATERPROOFING WHERE EXISTING IS IN NEED OF REPAIR, INSULATION & SEALANTS 1. PROVIDE AND INSTALL INSULATION IN NEW EXTERIOR WALLS AND CEILINGS WHERE DISRUPTED BY NEW CONSTRUCTION. INSTALL SOUND BATTS AT INTERIOR WALLS AND CEILINGS WHERE DISRUPTED BY NEW CONSTRUCTION. 2. ALL INSULATION IS TO INCLUDE A VAPOR BARRIER ON THE WARM SIDE OF INSULATION, FREE OF RIPS AND SEALED AGAINST AIR INFILTRATION. 3. ALL JOINTS AND GAPS AROUND DOOR FRAMES, WINDOW FRAMES, AND ELECTRICAL OUTLETS SHALL BE PACKED WITH FOAM INSULATION. 4. ALL INSULATION USED SHALL BE OF THICKNESS SUFFICIENT TO MEET R VALUES SPECIFIED AFTER INSULATION HAS SETTLED. DOORS, WINDOWS, TRIM & CARPENTRY 1. PROVIDE SOLID CORE FLUSH WOOD INTERIOR DOORS TO MATCH EXISTING. 2. ALL INTERIOR DOORS ARE TO BE PAINTED TO MATCH COLOR AT ADJACENT WALLS AS SPECIFIED BY ARCHITECT. REPLACE ALL EXISTING INTERIOR DOOR HANDLES, STRIKES AND HINGES, 3. PROVIDE ALUMINUM CLAD WOOD EXTERIOR WINDOWS BY JELD -WEN OR ARCHITECT APPROVED EQUAL. ALL OPERABLE WINDOW SASHES SHALL INCLUDE REMOVABLE INSECT SCREEN. EGRESS WINDOWS SHALL COMPLY WITH IRC R310 FOR SIZE AND OPERATION. 4. PROVIDE NEW CLAD WOOD ACCORDION DOOR AND SCREEN SYSTEM AT WEST WALL OF LIVING BY NANA OR ARCH. APPROVED EQUIVALENT. 5, PROVIDE NEW WOOD AND GLASS ENTRY DOOR AS SPECIFIED BY ARCHITECT, 6. INTERIOR BEAMS AND WOOD CEILINGS SHALL BE RE- STAINED WITH WEATHERED APPEARANCE, PAINTER TO PROVIDE SAMPLES TO ARCHITECT AND OWNER FOR APPROVAL. 6. ALL INTERIOR DOOR TRIM SHALL BE PAINTED. 7. ALL INTERIOR BASE TRIM SHALL BE PAINTED. 8. ALL INTERIOR WINDOW TRIM AND JAMB EXTENSIONS SHALL BE REMOVED AND REPLACED BY DRYWALL RETURNS WITH SQUARE CORNERS. 9. AL NEW HANDRAILS SHALL COMPLY WITH IRC R311.5.6 10. ALL NEW GUARDS SHALL COMPLY WITH IRC R312. 11. NEW WOOD STAIRS & FINISHES AS PER DRAWINGS SHALL COMPLY WITH IRC R311.5 12. PROVIDE NEW BASEBOARD HEATER COVERS AS SPECIFIED BY ARCHITECT. COVER SHALL NOT IMPEDE FLOW OF HEAT AS REQUIRED FOR HEATERS TO BE EFFECTIVE. GYPSUM BOARD AND PAINT 1. PROVIDE ALL MATERIAL, LABOR AND EQUIPMENT TO PERFORM COMPLETE JOB PER SPECIFICATIONS AND PER PLANS, INCLUDING: * GYPSUM BOARD, TAPE AND DRYWALL COMPOUND * METAL CORNER BEAD, SQUARE * ALL NAILS * SANDPAPER * LADDERS AND SCAFFOLDING. 2. ALL JOINTS SHALL BE TAPED WITH 3 SEPARATE COATS OF JOINT COMPOUND EACH SANDED SMOOTH. 3, ALL OUTSIDE CORNERS AND WINDOW JAMB RETURNS SHALL BE REINFORCED WITH SQUARE PROFILE. 4. ALL INSIDE CORNERS SHALL BE REINFORCED WITH JOINT TAPE, 5. WALL FINISH AND COLOR SHALL BE PER ARCHITECT /OWNER SPECIFICATIONS. 6. MOISTURE RESISTANT GYPSUM SHALL BE USED AT ALL WALL AREAS IN AND NEAR SHOWER AND TUB AREAS. CABINETRY, APPLIANCES, PLUMBING, FLOORING & TILE FINISHES 1. KITCHEN CABINETS, APPLIANCES, PLUMBING FIXTURES AND FITTINGS, TILE AND COUNTERTOPS SHALL BE REPLACED PER PLANS AND INTERIOR ELEVATIONS. 2. SECONDARY BATH CABINETS, PLUMBING FIXTURES AND FITTINGS, TILE AND COUNTERTOPS SHALL BE REPLACED AS NOTED PER PLANS AND INTERIOR ELEVATIONS. 3. PROVIDE NEW CABINETS AND CASEWORK AT DINING, LIVING FP, KIDS' SITTING AND KIDS` BEDROOMS. 3. ALL MAIN LEVEL FLOORING (EXCEPT AT GARAGE AND ADJACENT MECH. SPACES) AND STAIRS SHALL BE REPLACED WITH NEW WOOD FLOORING. 4. ALL UPPER LEVEL FLOORING SHALL BE REPLACED WITH NEW CARPET OR TILE PER PLANS AND FINISH SCHEDULE. ARCHITECT /OWNER SHALL PROVIDE SPECS. FOR NEW FLOORING FINISHES. 5. NEW MATERIALS AT FIREPLACE SURROUND SHALL BE SPECIFIED BY ARCHITECT AND SHALL BE OF NON - COMBUSTIBLE MATERIALS AS REQUIRED BY IRC TABLE R1003.1. 6. GENERAL CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL INTERIOR FINISHES, SPECIALTIES 1. PROVIDE NEW CONCRETE FIREPLACE HEARTH. 2. PROVIDE NEW MORTAR "SHMEAR" TREATMENT AT EXISTING STONE VENEER FIREPLACE CHIMNEY. 2. PROVIDE NEW STEEL FIREPLACE DOOR OF MATERIALS AS REQUIRED BY IRC TABLE R1003.1. WOOD BURNING FIREPLACE BOX AND FLUE ASSEMBLY SHALL NOT BE ALTERED PER TOWN OF VAIL REQUIREMENTS. 3. PROVIDE NEW STEEL AND WOOD STAIR RAILING AND GUARD RAIL AT HALL TO COMPLY WITH IRC R311.5. ELECTRICAL 1. ELECTRICAL SYSTEMS SHALL INSTALLED BY DESIGN -BUILD CONTRACTOR, 2. ALL WORK AND MATERIALS SHALL MEET OR EXCEED ALL REQUIREMENTS OF THE NATIONAL ELECTRIC CODE. 1JJ Cc 3. GROUND FAULT BREAKERS SHALL BE INSTALLED WHERE REQUIRED BY CODE AND AS NOTED CC CL ON PLANS, 4. ALL INTERIOR LIGHTS IN THE HABITABLE PORTION OF THE HOUSE, EXCLUDING CLOSET L 0 LL IGHTS, SHALL HAVE DIMMER SWITCHES. LL 4. REVIEW EXTERIOR GAS AND ELECTRIC OUTLET LOCATIONS IN FIELD. LU MECHANICAL 1. MECHANICAL SYSTEMS SHALL INSTALLED BY DESIGN -BUILD CONTRACTOR. 2. PROVIDE SUPPLEMENTAL IN -FLOOR RADIANT HEATAS REQUIRED TO PROVIDE ADEQUATE HEAT WHERE EXISTING BASEBOARD HEAT IS REMOVED, 3. PROVIDE HEAT LOSS CALCULATIONS AND LAYOUT TO THE OWNER FOR APPROVAL, PROVIDE RECOMMENDATIONS FOR AREAS THAT REQUIRE SUPPLEMENTAL HEAT. 4. PROVIDE NEW BATH EXHAUST IN ALL NEW BATHS. 5. PROVIDE DRYER VENTING AS PER MANUFACTURERS REQUIREMENTS. 19, 0 fl- o c ( r 0 CD w 2 2 o `- 2 i `p c o ZU ti = =oo Nrn >0)w V W 0 2 E L M U M 0 Q • 1 'e • • N A 0 0 ISSUED FOR: DATE: SCHEMATIC DESIGN 09. 50% DD SET 10.01.07 D RB S UBMITTAL 10.15.07 PERMIT SUBMITTAL 11. P R I C IN G SU 12.13.07 CONST. DOCUMENTS 12.20.07 SHEET SCALE: DRAWN BY.* CHECK BY' PROJECT A MO RWMTECTS P.C. ACCESS EASEMENT LINE TABLE LINE BEARING DISTANCE L19 N43*35'05"E 35.06' L2 S10*08'23"E 20.60' L3 S10*08'23"E 19.14' L22 N46'24'55"W 8.00' L5 S38*04'39"E 17.06' L6 S43*35'05"W 11.00' L8 S43*35'05"W 15.93' L9 N46*24'55"W 32.17' L10 N46'24'55"W 10.00' L12 S46 10.00' L13 S46*2455"E 6.13' L14 N18*33'54"E 10.49' L15 N10*08'23"W 1 2.11 L16 N10 34.77 L17 SOO 28.40' UTILITY EASEMENT UN[ TABLE L18 N46*24'55"W 15.25' L19 N43*35'05"E 35.06' L20 N46*24'55V 19.42' L21 N43*35'05"E 34.00' L22 N46'24'55"W 8.00' L23 N43 66.50' LOT 3 BIGHORN SUBDIVISION FIRST ADDITION i� 61'84 WITNESS CORNER 836'0 � \ " -------- N43^35'05"E 251^94' =^ ° ° ° ° ° �=� ° ° ���° ° ° ° ° °m � --° .---__ NOTES 1} DATE OF SURVEY 9/18/07 2) INDEPENDENT SEARCH FOR AMENDED PLATS, EASEMENTS OF RECORD PLATTED), THAN PLATTE� ENCUMBRANCES, RESTRICTIVE COVENANTS OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. NOTICE: J\ NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTON BASED UPON ANY DEFECT |N 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) BASIS OF ELEVATION: NATIONAL GEODE�C SURVEY BENCH MARK Y288 NAVD88 ELEVATION =8465.62 5\ BASIS OF PROPERTY LINE LOCATION: MONUMENTS FOUND ON LOT. G\ 1' CONTOUR INTERVAL. 7) APPROXIMATE LOCATION 100 YEAR FLOOD PLAIN INTERPOLATED FROM F.E.M.A. COUNTY, COUN� COLORADO INSURANCE STUDY NUMBER 08037VO00A REVISED PRELIMINARY AUGUST 28, 2005. D\ BUILDING SETBACK INFORMATION IS NOT PLATTED. PRIOR TO ANY DESIGN OR CONSTRUCTION IMPROVEMENTS ON THIS PROPERTY, TOWN �`�L SHOULD BE CONTACTED FOR CORRECT BUILDING SETBACK INFORMATION. Q\ POSTED ADDRESS: 3974 BIGHORN ROAD. �X DENOTES CONIFEROUS �B�� APPROXIMATE TRUNK DIAMETER DIAMETER h X.X DENOTES DECIDUOUS TREE WITH APPROXIMATE TRUNK DIAMETER TRUNK DIAMETER � LOT `� n� �� �� � �� �� M o SURVEYOR'S CERTIFICATE Michael l Poo 1, Michael J. Post, a Professional Land 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 Colorado P.L.S. 30116 20' DIA. BUSH I f- / . / / 8 FOUND PIN &c ALUW. CAP -�^ / / / �uz /q�1 rn&A ~^~ / \ ��� / / I ^ / ROCK INV. ��� CMP I .�� A EASEMENT UTILITY EASEMENT 04 SPRINKLER E WALL ° v*u/E \/ � --\ 10.00 / \ 140 ( � ~ � APPROX|W��E ° « CL STREAM { ~~'— �� ° — ^' '//// | C -- x» |�N H -'— � '///�\\�` —��--�— ^ �' / DITCH U � 50' STREAM - � EDGE WATER \ / / SE ' / NEW CONC. RACE AND r111' FIRE I-IT F DCAPE 0.5' ROCK FACING PARCEL A zo 0.2760 ACRES / x P ROX. LOCATION 2.0' 100 YEAR FLOOD PLAIN LINE FLOOR 1.5 CMP (NOTE 7) K 2 STORY STUCCO, ROCK. 4.0' WOOD 1/2 DUPLEX Co BUSH L11 EDGE LAWN BUSH LINE ROCK 00 00 0 SEWER ef EASEMENT CY) PROP CLEANOUT EXT. WALLS LOCATED LESS 7 cm NEW ENTRY P 3' FROM PARCEL A/5 PROPERTY STEPS RE: OT LINE TO BE OF ONE 14OUR F1 SEWER EASEMENT RESISTIVE CONSTRUCTION. RE: LANDSCAPE r-ri 305 AN 2/A2 SITE TO BE D 14.68 PER PLAT RECORDED n2NTE!DT0 UNIT B .00 18.9 0) BOOK 289, PAGE 372 — * 0 * 10 �81' walow 04'* * 7 0 ED Oct I EASEMENT TO 5E PRC tIDED TO ALLOW ASPHALT DRIVEWAY GAS LINE A UTILITY EASEMENT EASEMENT 00 2ND FLOOR DECK ° PARCEL .. ,.~E._ � �� CTI - ° ~° N � U4 ��T � ��!y���yl��KJ w | -- �^�/ �� BIGHORN ° ��U��M|81«�M0 C����T SUBDIVISION FIRST / AF��fT\��� N Lu-- � UTILITY ' EWB� N ADDITION ~ � �--- / b ~ � UTILITY EASEMENT N 'i�o -- --- --' -- -- -- ° L__. _— --- -- -- --- --- -- [ w 7 ' UTILITY 141�47 °°���,°°°���°°--�-°°���,°°°���°°���°°°���^°���°°=°�� - | °=���°~=����°���.°°���"°����°°���°°���"°~~�~� ° L °°���. ° °���. ° ° =��°a~_-������ ���`° . ������°° ��� S4�^�5`O5'\N �5O77 W.W °°°�����°����°° °° . FOUND PIN & ALUM. CAP LS 27 46.34' WITNESS CORNER / m"r *7 BUS LINE � \ � \ \ \ / ' \ ^ | | \ ) \ ) � | / � � | | / FOUND PIN & ALUM CAP Co AS / / / / / / 00 1 ! / In CD cu ISSUED FOR. DATE SCHEMATIC DESIGN 09.20.07 50% DD SET 10.01.07 DRB SUBMITTAL 10.15.07 PERMIT SUBMITTAL 11.20.07 PRICING SUBMITTAL 12.13.07 CONST. DOCUMENTS 12.20.07 SHEETSCALE. NIA DRAWNBY. INITIALS CHECKED BY. INITIALS PROJECTA 0714 @ COPYRIGHT 2007 SITE PLAN A1,01 I FA 4 i Rik I* FRONT ENTRY IMPROVEMENTS Nover 26, 200 DR B S:. ?AZ r2 FRONT STEPS KENNEDY1 FRONT ENTRY I sy RISER SET BACK 112" FROM CORNER V, 9 A aeov O!M 2 RISERS - 5 1 /6 to I TREAD - IS" TINTED CONCRETE 1 1—LINE OF PROPOSED CANOPY OVER FRONT ENTRY RADIUS APPROX. 3*4" REMOVE EX* G ASPHALT TO EXTEND PLANTING AREA REINFORCE SAWCUT EDGE WITH COBBLE OR EDGER. ADD I MULTI-STEMMED ASPEN (2ft• MAIN TRUNK) AND GROUND COVER$• ,;.Ierry _Doywcird Lanciscape Archsilfecturp- KENNEDY RESIDENCE REMODEL ►974 BIGHORN ROAD, VAIL, CO. CREEKSIDE TERRACE November 26, 2007 DRB Submittal UTILITY EASEMENT 7 .rte 5 SAL 2 LODGEPOLE I ASPEN (X) TO BE REMOVED wl .1 ___ SEX f WA, LL - STUICCO011H STONE CAP t e f * G ''' S OD TO 0 EDGE OFt6,E G WOOD DE • + EXISTING SPRUCE K VIJA 41Z) R P1 TIO rAWTA MeAt)L�7 w AW A VV 7 N , ?M A2 '? PO Box 3766 VAIL, Color6do USA 81658 970.949.0830 phone 970.470.2930 cell .970.949.0835 fax. sddo*rward@msn.com ^arcm I POT% WALL- MOUNTED FIXTURE V) E 0 0 fl- 0 0 E2 ILL 0 0 E � I* 0 0 N :3 W F_ FZZ 03 W 0 CL 0 w C 0 2 CL 0 0 Z < Z 0 > W w 2 <r > < 0 0 Ll. 0 W W Z W 0 M CO W W Z) Z � 0L Z 0 W c) �e z 4 - 0 F_ 0 ISSUED FOR: DATE, SCHEMATIC DESIGN 09.20.07 50% DD SET 10.01.07 ORB SUBMITTAL 10.15.07 PERMIT SUBMITTAL 11,20,07 PRICING SUBMITTAL 12,13.07 CONST. DOCUMENTS 12,20.07 SHEET SCALE: NIA DRAWN BY: INITIALS CHECKED BY: INITIALS PROJECT 0714 2007 @ COPYRIGHT MORTER ARCHTECTS P.C. LANDSCAPE PLAN Ll 1 , LOWER LEVEL 1A2.0 = I I rik A 4.01 x E 0 C13 q 0 f- ( u o ) 0 co 25 t 5 (6 c l-, 75(6 0 6 F- r-- E 'It ' @ C) C) N F3 co N c/) > E .2 0 E L I- 0 0 ca o cn co ID 2 0 U) Z Z 0 > W 0 0 z 0 W W z T WO pC.}U W W Z D CL W� V ~ 7 (D Z lt:i 0 0 ISSUED FOR. DATE: SCHEMATIC DESIGN 09,20.07 50% DD SET 10.01.07 DRB SUBMITTAL 10,15.07 PERMIT SUBMITTAL 11.20.07 PRICING SUBMITTAL 12.13.07 CONST. DOCUMENTS 12.20.07 SHEET SCALE. • NIA DRAWN BY.' INITIALS CHECKED BY. INITIALS PROJECT 0714 2007 @ COPYRIGHT MORTERARCHTE FLOOR PLANS A2.00 I v a rl A4.01 rl UPPER LEVEL � � 1 1/4" = V-0" PLATFORM BEDS W/ STORAGE * OPEN SPACE BELOW 11 E 1213/2007 N g Q� CKSPLASH ALL TH TUBI$HOWER WALUVAt4rTY WALL TH SHOWER FLOOR 9ELD WALL, SITTING BATH WALL )ECORAMVE WALL TH FLOOR - LOOR, SITTING BATH FLOOR TH NICHES x E 'v chi ca 0 f- u X. Fib .4 o 2 a 10 c� 2 Su iZ E2 tT 0 E C:) m 04 C r-- t-- 04 0 > (m b) E Lo 0 2- 0 �� U 0 a. 0 C) Z Z 0 > Lu 00 Z �e 0 W W Z W UJ 0 >- Lr- 0 (-) () W UJ Z O� CL Z 0 UJ rn 1 '1� z It 0 0 ISSUED FOR. DATE: SCHEMATIC DESIGN 09.20.07 50% DD SET 10.01.07 ORB SUBMITTAL 10.15 07 PERMITSUBMITTAL 11.20.07 PRICING SUBMITTAL 12.13.07 CONST. DOCUMENTS 12.20.07 SHEET SCALE, NIA DRAWN BY.• INITIALS CHECKED BY. INITIALS PROJECT 0714 @ COPYRIGHT 2007 MORTERARCHTE FLOOR PLAN A2.01 i EXISTING CHIMNEY NOT TO BE DISTURBED. PER FOOT SLOPE FOR (I AINAGE CANOPY OVER ENTRY BELOW W/ STANDING SEAM PRE-PATINAED COPPER ROOFING EXISTING HOOD SHAKE ROOF (NOT TO BE DISTURBED) x E 0 Lo a) x :t:! m 00 ' co co Ld 15 0 0 2 P u- o Lq q zc� c i F- I-- E =oo f'- 04 cu C 0) 0) E U, Lw . v 0 2- 0 U a 0 . u) 0 cn 42 2 a. 0 U) Z Z 0 > LU 0 > 0 0- Z �e LU Lij Z or- LLJ 0 >- Lr- F- 0 0 () LU LLj :D Z 0� W W 0 F- c W v z - 0 0 ISSUED FOR: DATE. SCHEMATIC DESIGN 09.20.07 50% DD SET 10,01.07 DRB SUBMITTAL 10.15.07 PERMIT SUBMITTAL 11.20.07 PRICING SUBMITTAL 12.13.07 CONST, DOCUMENTS 12.20.07 SHEET SCALE: NIA DRAWN B Y.• INITIALS CHECKED BY. INITIALS PROJECT 0714 @ COPYRIGHT 2007 MORTER ARCH ROOF PLAN A2.30 �o On NEW ACCORDION SYSTEM 0 UNIT A; 4 PANELS 0 V-2 1/2" X W-6" EACH *wulmz—Le +Plilll —l" NEW STAIN T SIDING f r -'�WEST ELEVATION 4 - �OO 1/811= 11-Oti EAST ELEVATION \A �-ol 1/8" =1' -a" o9n, LVEL W. -LEM ( ELEVATION 1,A �.001/8" = 1 1 rl NORTH ELEVATION DENOTES EGRESS V41NDONS "AIN TO MATCH WOOD 0 UNITS A 4 5 E ca 0 1�- to 0 x 00 ' m Lo W c> .0 a 2 P LL 0 u Q1: 6(0(0 0 I E , - vt @ r. 0 c:) C*4 rl- I co C U) > b) b) E U w 0 ca 0 EL 0 ca U) 0 U) .42 2 CL < 0 c/) F— Z Z 0 W > F- > 0 0 Z W W Z � w 0 � C.� U W UJ Z c� 00 Z 0 �— w (D U) z 0 0 ISSUED FOR: DATE: SCHEMATIC DESIGN 09,20.07 50% DD SET 10.01.07 DRB SUBMITTAL 10.15,07 PERMIT SUBMITTAL 11.20.07 PRICING SUBMITTAL 12,13.07 CONST, DOCUMENTS 12.20.07 SHEET SCALE. NIA DRAWN BY: INITIALS CHECKED BY: INITIALS PROJECT 0714 COPYRIGHT 2007 @ MORTERARCHTEC EXTERIOR ELEVATIONS A3,00 E co 0 fl- c u - ) 0 .0 00 1 1: 0 1) uj - a ' 's 2 T , Ll 0 tq E rr 04 0) a b) o C E , w 0 �--� . T 0 2- 0 cli 0 22 CL 0 Z Z 0 > W — - F- < • 0 > < • 0 • Z �e uj UJ Z UJ 000 W LLJ Z • • z 0 w (9 U) z 0 —i ISSUED FOR. DATE: SCHEMATIC DESIGN 09.20.07 50% DD SET 10.01.07 DR13 SUBMITTAL 10.15.07 PERMITSUBM17TAL 11.20.07 PRICING SUBMITTAL 12.13.07 CONST, DOCUMENTS 1220.07 SHEET SCALE: NIA DRAWN BY. • INITIALS CHECKED BY. • INITIALS PROJECT 0714 COPYR GHT 2007 I C @ MORTER ARCHTECTS P.C. r -' SECTION 2 � 0 1/4" = V-0" BUILDING SECTIONS K � � 0 1/4"= 11-00, F-,,Aikl:,Amc rl SECTION � � 1 1 /4 = 11-011 E 0 'c fl- u-) (o Q) Cpl x — 00 c-a U 0 to C, o -ow 2 - 666 0 E - CD c) c"I 5 cu r � fl- N u) > b, m E w 0 ca 0 EL 0 0 0 (n U) ■ 2 a. MMI� z 0 > � c� 0 IL 0 v W W Z W 0 C�►CJU W W Z c� Z 0 W (D U) Z - 0 0 0 ISSUED FOR. DATE. SCHEMATIC DESIGN 09.20.07 50% DD SET 10.01.07 ORB SUBMITTAL 10.15.07 PERMIT SUBMITTAL 11.20.07 PRICING SUBMITTAL 12.13.07 CONST, DOCUMENTS 12.20.07 SHEET SCALE: NIA DRAWN BY.• INITIALS CHECKED BY: INITIALS PROJECT 0714 2007 @ COPYRIGHT MORTER ARCHTECTS P.C. BUILDING SECTIONS A4,01 TYP. TILE/CARPET JOINT 15.01 :1"� 11-011 HEARTH SECTION �A5.01/1 1/2' = 1' -0" 1/2 = 1 -0" a 2X6 STUD BEYOND GYPSUM BOARD 2 " STEEL PLATE NITH 1-1/2 NOTCHES@ 16" O.C. TO FIT WER MUM96 ?S ST THROUGH GYPSUM FOR "CLEAN" STEEL SHELF LOOK NELDED CONNECTION 2X6 STUD BEYOND f2t 11tIMP11IMPOWNEL STUDSCAP FOR TILE GLASS TILE (CT6) OVER CEMENTITIOUS BOARD COUNTER VANITY DETAIL i 1 1/2" = l'-O" ri STEEL SHELF DETAIL � �-, 1 1 1/2" =1' -0" E 8 W t0 0 fl- (D 0) co 0 Lo o 0 ca 6 t ; u; I s, 6(6(6 0 I'- C:) a �I� r La . 0 �� V 0 0 2 0- 0 U) Z Z 0 > W - F- V < w > l< 0 C 0 Z v 0 W W Z c' UJ 0 000 W W Z O Z W 0 (D U) Z lzi 0 � 0 0 ISSUED FOR. DATE. SCHEMATIC DESIGN 09.20.07 50% DD SET 10.01.07 DRB SUBMITTAL 10.15.07 PERMIT SUBMITTAL 11.20.07 PRICING SUBMITTAL 12,13.07 CONST. DOCUMENTS 12.20.07 SHEET SCALE: NIA DRAWN BY. • INITIALS CHECKED BY. • INITIALS PROJECT 0714 @ I COPYRI 2007 C MORTER ARCHTECTS P.C. INTERIOR DETAILS A5,01 STONE VENEER PIN DRILLED INTO STONE PIN WELDED TO STEEL S44ELF ri STEEL SHELF DETAIL � �-, 1 1 1/2" =1' -0" E 8 W t0 0 fl- (D 0) co 0 Lo o 0 ca 6 t ; u; I s, 6(6(6 0 I'- C:) a �I� r La . 0 �� V 0 0 2 0- 0 U) Z Z 0 > W - F- V < w > l< 0 C 0 Z v 0 W W Z c' UJ 0 000 W W Z O Z W 0 (D U) Z lzi 0 � 0 0 ISSUED FOR. DATE. SCHEMATIC DESIGN 09.20.07 50% DD SET 10.01.07 DRB SUBMITTAL 10.15.07 PERMIT SUBMITTAL 11.20.07 PRICING SUBMITTAL 12,13.07 CONST. DOCUMENTS 12.20.07 SHEET SCALE: NIA DRAWN BY. • INITIALS CHECKED BY. • INITIALS PROJECT 0714 @ I COPYRI 2007 C MORTER ARCHTECTS P.C. INTERIOR DETAILS A5,01 RI F JOIN NEW STUCCO TO EXIST. STUCCO. F.F. ELEV. EXPANSION JOINT BETWEEN EXIST, SHEATHING 4 NEW RIGID. PROVIDE BACKER ROD It SEALANT. STUCCO (TRADITIONAL HARD COAT Wf ONE LAYER OF #30 BUILDING PAPER) OVER XPS RIGID INSULATION. BACKER ROD 4 SEALANT. O L T.O.C. a ° RE: LANDSCAPE • —a NEW CONC. PATIO RE: LANDSCAPE. $ MATCHED AREAS INDICATE EXIST. CONSTRUCTION. RI GYP. WALLBOARD RETURN, SILL It HEAD. EXIST. WINDOW TO BE REMOVED 4 REINSTALLED TO MATCH EXIST. FLASHING. T.O.B. RE: STRUCT. 2" STEEL BEAM RE: STRUCT. rx WD. TRIM TO MATCH EXIST. DRIP. -- SCREEN DOOR SYSTEM, FOLDING DOOR SYSTEM, 1 1 /2" _ 11 - O" GYP. WALLBOARD JAMB RETURN. SCREEN DOOR SYSTEM. FOLDING DOOR SYSTEM. WD. TRIM TO MATCH EXIST. STEEL COLUMN RE: STRUCT. STUCCO FINISH TO MATCH EXIST. * HATCHED AREAS INDICATE EXIST. CONSTRUCTION. 1 1/2" = 1' -0" 3 EXIST. FLOOR ASSEMBLY. SCREEN DOOR SYSTEM. 1 1/2 1 ' -0 PATINA AND CLEAR POWDER COATED STEEL PLATE BOLTED TO PLYWD SHEATHING STAINLESS STEEL EYE BOLT (JAKOB INOX 30837 -1600) STAINLESS LOOP CLAMP WITH THIMBLE (JAKOB INOX 20802 -1000) STEEL CABLE (JAKOB INOX 10830 -1000) STAINLESS STEEL CABLE (JAKOB INOX 10830 -1000) TURNBUCKLE WITH —\ CLEVIS SWAGED (JAKOB INOX 30870 -1000) STAINLESS ANGLE W1 ROUNDED TOP It q116" HOLE; BOLTED TO PLYWOOD SHEATHING ca q co a? c o ,h c W c U o 2 a " ) atoa C i = = Nco >o)rn E W o m Q 0 u m O U) M�wrM a a ` Q V 0 U) z >w 0 > 0 0 EL r0 W W Z O�w0 d UU W WO Z W 0 U) Z d 0 0 0 ISSUED FOR. DATE: SCHEMATIC DESIGN 0810.07 50% DD SET 90.09.07 ORB SUBMITTAL 90.15 07 PERMIT SUBMITTAL 91.20.07 PRICING SUBMITTAL 12.13.07 CONST. DOCUMENTS 12.20.07 SHEET SCALE: NIA DRAWN BY.- INITIALS CHECKED BY. INITIALS PROJECT A 0714 (nom COPYRIGHT 2047 MORTERARCHTECTS P.C. DOOR DETAILS A6,00 FOLDING DOOR SYSTEM. F.F. ELEV. 100 -0 FLASHING. r BACKER ROD It SEALANT a 411 © . NEW CONC. PATIO RE: WATCHED AREAS INDICATE ' EXIST. CONSTRUCTION. i f 1 1/2 1 ' -0 PATINA AND CLEAR POWDER COATED STEEL PLATE BOLTED TO PLYWD SHEATHING STAINLESS STEEL EYE BOLT (JAKOB INOX 30837 -1600) STAINLESS LOOP CLAMP WITH THIMBLE (JAKOB INOX 20802 -1000) STEEL CABLE (JAKOB INOX 10830 -1000) STAINLESS STEEL CABLE (JAKOB INOX 10830 -1000) TURNBUCKLE WITH —\ CLEVIS SWAGED (JAKOB INOX 30870 -1000) STAINLESS ANGLE W1 ROUNDED TOP It q116" HOLE; BOLTED TO PLYWOOD SHEATHING ca q co a? c o ,h c W c U o 2 a " ) atoa C i = = Nco >o)rn E W o m Q 0 u m O U) M�wrM a a ` Q V 0 U) z >w 0 > 0 0 EL r0 W W Z O�w0 d UU W WO Z W 0 U) Z d 0 0 0 ISSUED FOR. DATE: SCHEMATIC DESIGN 0810.07 50% DD SET 90.09.07 ORB SUBMITTAL 90.15 07 PERMIT SUBMITTAL 91.20.07 PRICING SUBMITTAL 12.13.07 CONST. DOCUMENTS 12.20.07 SHEET SCALE: NIA DRAWN BY.- INITIALS CHECKED BY. INITIALS PROJECT A 0714 (nom COPYRIGHT 2047 MORTERARCHTECTS P.C. DOOR DETAILS A6,00 KENNEDY RENOVATION TILE SCHEDULE 121312007 SCHED. H 09.20.07 STY G{�I.OI 7777,,,, , S IZE L_—A 777777 CTI CAPCO LE LPDPTIO GESSO 4!'X 16' KITCHEN BACKSPLASH CT2 CAPCO SG ATA17MSC TAN 17.76' POWDER WALL C73 HAKATA I ASHLAND RG003m CIRRUS BLUE V X 1" MASTER BATH TUB/SHOWER WALL/VANITY WALL CT4 JCAPCO JA SBA.M2 MATTE WHITE I II x I II MASTER BATH SHOWER FLOOR CT5 CAPCO LW PM136 LANKA MATTE WHITE V' X6" BATH I & 2 FIELD WALL, SITTING BATH WALL CT6 HAKATAII ASHLAND MG007 SMOKY QUARTZ 11" X 1" BATH I & 2 DECORATIVE WALL C17 CAPCO A LA30 LACCATE BIANCO MATTE IZ'X 12" MASTER BATH FLOOR CT5 CAPCO JA LA10 LACCATE BIANCO MATTE 6 X6 BATH 1 & 2 FLOOR, SITTING BATH FLOOR ICT9 JHAKATAI CLASSIC ILAVA V x V MASTER BATH NICHES OST HEARTH SUPPORT 1/4" = 1' -a" STEEL SHELVES W BLIND CONNECTION WIDE FLANGE STEEL BEAM MANTLE- FACE OF FLANGE TO BE FLUSH W/ FACE OF STONE WOOD CABINET NON-COMBUSTIBLE HEARTH W/ CONC. FINISH METAL LINED WOOD STORAGE r1_9'), KIDS' SITTING -NORTH A7 .00 1/4"= J.-o" r _� SKI STORAGE 14 � 0 1/4" = 1 " -0" CTI WD. CABS. BY CAB. MFG. DW- RE: APPL. SPEC, CTI WD. PANELS BY ND. PANELS BY CAB. MFG. CAB. MFG. 0 5 KITCHEWWEST _'), r!5_ KIT. ISLAND-WEST KIT. ISLAND-SOUTH r6 KIT. ISLAND-EAST r7 �-o V 1�iVoo 1/4"= -0" 1/4 =1' -Q" � I 1/4" = 1' -0" �-oo 1/4 = 1 1 -0 11 BY RS • A I ft 01 i Ai NOW 631111111111111 �I TrT T � ��Ti (2) 12" DEEP BOOKSHELVES BUILT IN BOOKSHELVES AT FACE A►Am 1.1j nil 3 DEEP TILED WAL NICHES CT C T VANITY LTS. RE: SCHED. 24 X 30" RECESSED BEVELED MIRROR MED. CAB, CT3- RE: TILE SCHED. )OD TUB SE PLATFORM CT5 BY RS r24 -'�MSTR. CLO.-EAST ��114"= —, CAB. 'RE-. SCHED. CAB. 5 CAB. MFG. -CT5 _---CT6 LT. LT. RE: NICHE— SCHED. H 09.20.07 T__ FIXED 7 T 10.15.07 IR. 5Y— '_14 TT _T 12,20.07 T 00 CT3 T L _T — T LJ LT. LT. RE: NICHE— SCHED. H 09.20.07 ILICONE 5 FIXED DRB SUBMITTAL 10.15.07 IR. 5Y— '_14 TT _T 12,20.07 T 00 CT3 - , T__T' ffl"! N _ _'L CT5 23 " SITTING BATH-EAST \��.�001/4"= 10-91 22 SIT TING BATH-WEST ��114"= J.-oll MED. CAB. RE: SCHED. WD. CAB. BY CAB. MFG. _CT5 CT(p A 1/4f'= J.-ow. BOA NICHE— SCHEMATIC DESIGN 09.20.07 ILICONE 5 FIXED DRB SUBMITTAL 10.15.07 GLASS PANEL----,I CT3 PRICING SUBMITTAL la CONST. DOCUMENTS 12,20.07 00 CT3 ffl"! N (:E)MSTR. BATH-WEST SOAP NICHE FRAMELESS GLASS SHOWER DOOR CT5 1 1 LOFT BED SOLID END PANEL LOW BED 1/4" = 1' -0" KITCHEN-SOUTH TRASH ACCOMMODATION CTI RE: APPL. SCHED. FULL HEIGHT PANTRY CABINETS BY CAB. MFG, BENCH SEATING PANELS BY CAB. 1 1/4 = 1 1 -W r1i**\ROOM 202-EAST � �_ 0 1/4" = 1' -0" RE: APPL, SPEC. GLASS DOOR CABS. INSERT FOR LARGER \--SPICE INSERT SILVERWARE/CUTLERY KITCHEN- EAST -0 11 LT. RE: SCHED. MIR. BY OWNERS CT2 E V) 8 ca T i t (D x 0) co c 0 . u ' ) 0 W 2 cO LL 0 co o 6 co (o 0 F-.-" Z 0 c-) E rl- fl- ca mb) E ui .0 — T a 0 0 U 76 0 2 CL • 0 • • • • ISSUED FOR. DATE, SCHEMATIC DESIGN 09.20.07 50% DD SET 10.01.07 DRB SUBMITTAL 10.15.07 PERMIT SUBMITTAL 11,20.07 PRICING SUBMITTAL 12.13.07 CONST. DOCUMENTS 12,20.07 SHEET SCALE. NIA DRAWN BY. • INITIALS CHECKED BY. INITIALS PROJECT 0714 MORTER ARCHTECTS P.C. iNTERioRaEVATIONS LIGHT FIXTURE SCHEDULE 1 AMP' XEL (6) 20w JC HALOGEN • • - F Ulll `71 Z.`� M144 ( e • • + ` [�i�i� ►1 :�.:ail:is �l�sl!> TIC. 1�; #.+[(.b°3 .: lI1PCe Y��I:C.'� LIGHT FIXTURE SCHEDULE ,KENNE • N INTERIOR FINISH SCHEDULE «« it 12/2012007 SOW PAR 20 MED 8 a , ,, ® ��I���� «- ����r� r +�'. • �I/�I� I�� •I i 1:'� ` i ! M � F I • A� IMII �"' ' �� Cat ` ... . • . ��� i = - • . •� j « 'tab e op moun MW 01 2 mail BIANCO MATIE • • + "« # MASTER BATH FLOOR a• 1 �q B I A NCO M r r ` �w -il I« r M• -�� 1 a • i i / ►i arw"s..ws®.�I EX7E . • • *. LIGHT FIXTURE SCHEDULE ,KENNE • N INTERIOR FINISH SCHEDULE «« it 12/2012007 -� ♦� a , ,, ® ��I���� «- ����r� r +�'. • �I/�I� I�� •I i 1:'� ` i ! 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SCHEDULES i A7.01 i - ------ --- -- ---- LIGHT FIXTURE SCHEDULE OEM= loom a - P — E a NT E X- 20w JC HALOGEN IN ROOM 0 " 150w TYPE J HALOGEN F (D 0) m x co 4a uj LTZ &N I I L ' o , 2 IT — U. 0 u7 6 co (o 0 o B-10 CA ND C MASTER" BEDROOM 0 C) co cu I-- I-- PENDANT N u) > mm E 40w 12 GO HALOGEN • CAI KITCHEN BAR OEM I Lem I- lzm-� ro MAL vla.;= TE MA R B - — EDROOM ui .141tin 50w PAR 20 MED fTOACKS, 6 HEADS 0 Fm� & 0 co 0 .0) co .D 2 t . . r . t t R w 1. 75w MINI CAN HALOGEN "s �� iffma .1.11 13 ml 0 U) Z Z LOWER LEVEL LIGHTING PLAN 1/4" = 1i-On x E 0 0 " u (D 0) m x co 4a uj L ' o , 2 IT — U. 0 u7 6 co (o 0 o E 04 0 C) co cu I-- I-- N u) > mm E ui 0 Fm� & 0 co 0 .0) co .D 2 a. 0 U) Z Z 0 > w > O 0 C Z Q W w Z w 0 ()() a zryW Z 5 F- W o (/) Ne z Ni 0 F- 0 ISSUED FOR. DATE. SCHEMATIC DESIGN 09,20.07 50% DD SET 10.01.07 DRB SUBMITTAL 10.15.07 PERMIT SUBMITTAL 11,20.07 PRICING SUBMITTAL 12,13.07 CONST. DOCUMENTS 12.20.07 SHEET SCALE. NIA DRAWN BY. INITIALS CHECKED BY. INITIALS PROJECT 0714 2007 @ COPYRIGHT MORTER ARCHTECTS P.C. LOWER LEVEL LTG PLAN E2,20 LIGHT FIXTURE SCHEDULE 114" = l'-O" 44�1; 2 2OW JC HALOGEN V) E DINING ROOM Ira] 0 1 U.) to 0) 150W TYPE J HALOGEN F a) co 'co - rummimm all am uj . 2 IT aJ LL 0 Lq q = O E N an MIT Elwini 111 ��Fellmq • me 40w B-10 CA ND C IMASTER BEDROOM �[PEN - D T millill ivin 0 u Mot 2IM10133113701. KITCHEN BAR 0 50W MRlro I� MOT 2148MJ§EM MASTER BEDROOM 50w PAR 20 IVIED JJMW MaNgq= TRACKS, 8 HEADS �II� m 0 U) Z Z 0 > W I II M--- 3 0 (2) 75w MINI CAN HALOGEN 0 CL W LLJ 0 r) W 0 EXTERIOR UNITS A & B 114" = l'-O" V) E co 0 1 U.) to 0) a) co 'co - uj . 2 IT aJ LL 0 Lq q = O E z o � rz t fl- 0 C) tl- r. C � M N U) > m m E 0 u 0 0 co cn co Ja-) 2 �II� 0 U) Z Z 0 > W 0 0 CL W LLJ 0 r) W 0 Z 0 w (D z ,= 0 C) 0 ISSUED FOR: DATE: SCHEMATIC DESIGN 09.20.07 50% DD SET 10.01.07 DRB SUBMITTAL 10.15.07 PERMIT SUBMITTAL 11.20.07 PRICING SUBMITTAL 12.13.07 CONST. DOCUMENTS 12.20.07 SHEET SCALE: NIA DRAWNBY: INITIALS CHECKED BY. INITIALS PROJECT 0714 COPYRI 2007 C @ MORTE ARCHTECTS P. UPPER FLOOR LTG PLAN E2,21 ACCESS EASEMENT LINE TABLE LINE BEARING DISTANCE L1 SOO'05 "W 45,00' L2 _ S10'08'23 "E 20.60' L3 S10'08'23 "E 19,14' L4 S18'33'54 "W 23.00' L5 S38'04'39 "E 17.06' L6 S43'35'05 "W 11.00' L7 N46'2455 "W 9.87' L8 S4335'05 "W 15,93' L9 N46'24'55 "W 32,17' L10 N46'24'55 "W 10.00' L11 N43'35'05 "E 29.48' L12 S46 "24'55 "E 10.00' L13 546'2455 "E 6.13' L14 N18'33'54 "E 10.49' L15 N10 "W 1 2.11' L16 N10'08'23 'W 34.77' L17 SOO'05'40 "W 28.40' UTILITY EASEMENT LINE TABLE L18 N46'24'55 "W 15,25'. L19 N43'35'05 "E 35.06' L20 N46 "W 19.42' L21 N43'35'05 "E 34,00' L22 N46'24'55 "W 8.00' L23 N43'35'05 "E 66.50' NOTES: 1) DATE OF SURVEY: 9/18/07 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR AMENDED PLATS, EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 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) BASIS OF ELEVATION: NATIONAL GEODETIC SURVEY BENCH MARK Y280 NAVD88 ELEVATION= 8465.62 5) BASIS OF PROPERTY LINE LOCATION: MONUMENTS FOUND ON LOT. 6) 1' CONTOUR INTERVAL. 7) APPROXIMATE LOCATION 100 YEAR FLOOD PLAIN INTERPOLATED FROM F.E.M.A. EAGLE COUNTY, COLORADO INSURANCE STUDY NUMBER 08037VO00A REVISED PRELIMINARY DATED AUGUST 28, 2005. 8) 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. 9) POSTED ADDRESS: 3974 BIGHORN ROAD. X.X DENOTES CONIFEROUS TREE WITH APPROXIMATE TRUNK DIAMETER X.X DENOTES DECIDUOUS TREE WITH APPROXIMATE TRUNK DIAMETER M L 3 BIGH SU BDIVISIO N ii • i"M Imm 837 d' 1W 2W 1.0 837 SURVEYOR'S CERTIFICATE I, Michael J. Post, 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. Michael J. Post Colorado P.L.S. 30116 Date: 8379.7 8378.9 �Iav� ";:;��' r ::., 8379• 20' DIA. BUSH 8380.0: N7 FOUND PIN &ALUM. CAP j a., ,.4,.•..,, Y / „F }�'Yr�s¢{ i�}':e 't•4 y.Frj LS #16844 83 ! s 61.04' WITNESS CORNER \ / I 4;' 25.00''x'.* 8376.0 ;'::: 7 ' 251.94' . • ♦ . • • • • ; ,l,, : • , 'ii s•�*!'"' < :' A < -^-- N 43' 35 fl y E ! ♦ . • • • Ma .. • • ; ., „ ' t` .x:wS 4, •t:: :'" ,s,.;; �i • • a•wa • • aaaa • ♦ ,' ''` , .fa;; * a i+ /':N • ♦ ww� 8376,7 "„-- -- _ 8377.3 • • a0r • • wm ■ • • aswi • • • r- oa / .:; ' n , ,.'::+� . i �;,••' EASEhAENl' ° � ; oe «(n }•.. ,rt y r. 8376.3 UTILITY EASEMENT / •� . ;>..:*si� ;r.: :^,l` :•x: .i.':*!.,. ' i..i q,y`y4, " SPRINKLER 4" h' ^S•' 0 . 1 R h.'4 +mi:ift it:.YtFS,i yi'.•y ,,(j';rn 1. , . --° � 83757 • VALVE (TYP -•-r � ` �"'� .1' ,x,.. ; __-- -- as BOU DER WALL � ♦ �_ 1 . 0 � � ' �' "x�'� x <� �. s y a; >y `s %. �i » -- ". $379 A tk' °'° r'a.; }.:. ,� APPROXIMATE 1 F •. • -'' `- -- 78 \�- 7!Y yi k "�'/ n v+ . � yt��: �•�;.YbZ { ✓ie�h:'l. � Z, �' ' ,'`l: ' + �,. 8378.5 8379.2 CL STREAM j /'" 1.7' ,// ;.: .i.: { •,. .., . / / �'"'� :•[.,. f; z:'• 4t��� '�"a,�'S:'�^��M1•;�',i!•y:•t 378.6 21.0' o r,tx :• ;'F iti'Y y41'.A. ,i % i e .` CENTERLINE' II 20.2' CHIMNEY 0H / :t.,*z4 • >:v`' ,.. , ,4; •:...:•s• ti ,:� ; : "s^.} 8378.6x / , .^ y ,,•Y;:t` `•t. r'ry 9„ dx Z - Jx',, F V• F,.,•,:a:P DITCH 50' STREAM '1't r< ,.,}:•:i':i.• ; s,,,.,.;;�:'4; +',a4;.;v..,,rx� 'na;,,, >?''' ♦ ' SETBACK / ( ENTRY EDGE WATER .r'r 8380.9 0.5 ROCK FACING � PARC .tyi'rr •w''r'i 3' tY.; ^, ;n' ' " w rwt `.i.(?1�a.. j /// r r 8376.9 -'� �, .1` ; :k . ° <.., ;.: F ,r:'_ : ii'; 1 i` , . S +'a, • 's, / ( °' t° W 0 2760 ACRES 48379 2''< k:' :�:," ,'J . i•c: i�r2rt`.'':•F e;t ..{' P7 %. 8383 ROCK INV. OUTI 3' CMP ; - , 8378.8 , •• N 8378,9 ,• , µ x :' h;j'',;`:r..x•c3 .4,,: �;,.; ,•:z ; n...,, ' • APP ----- ROX. LOCATION ~ o / � > » ?'`� + : " ';4 ; ,a.'• %a 't ' > ` P r 12.0' >, ' >••4 A ( � ; , r t . .} . '• 1.5 CMP 2ND FLOOR ` . 1 • �i'k i `' t$. t ' , .; i 100 YEAR FLOOD PLAIN LINE 8378.9 ( / ->�:: :c.^'r,'';,`' ,:. } �` n.;:; ; <' "�,`` " tJ, zn 1 rn �� "; : , ;'� 't . ` "; (NOTE 7) { ( °- DECK 2 STORY STUCCO ROCK COLT ;; >,; ;:•,•. t. "..`. / 8378,9:< ° , .`.,w,s w a^ ^::, 8376.2 4 ! �.. S :� a'+, i, n:, �tvv'i':: i�+y '�: Y:.i ",, o` % iit ,.„4,`,�, .4. 1x ," • 4.0' WOOD i / 2 DUPLEX � � :.!;�at i . t.' °• � °',� ; � ��';� ^• ��.,t',* - ♦ 20.0 GARAGE s }� * y ii , ti' ✓ti.r l', :Y,' :` ' ^+ I: j S se ' > „> . /^ • .x k EDGE LAWN /� 1A SLAB 8379.0 `�H� ~t; ° >;�''i #'�i� 4';:i ^:; ?,;:..�•`�'r K' t >:��;.,'.<' BUSH LINE 29.5' 6 j •'(' . °s"t..a 8379.4 ROCK 't.•ti ..... n.4 ; •':.t ".• .:F 3• ' i iiL''•'; Co • 3• >•�� .L "S."i• • }Y 4 • // SEWER , :v: ;•t::; A:' ax, r s /'� .�^� 07 NiRF# M};n �.'; �r•';,p §•i '^: f:t'.k: "oi iJ.y -. .�:i :.,w.. ..>., ,.n� ' .;.'.�,:.'.t ,, .r. i., ,:. 8378.8 ? .n ;'•: ./" U W � *;�': �.• , ,a'y„';•�:'� , `:: -i, b.,. `::;,:; .: 6i s.;',' ^X' -aw ; r,t.,, ., 3 „ r ` i CLEANO T °`a> `' 8377,9 x 4 •- .l.. ;r�' ": :�'t-t''4. ..Orr -':�'s t.;4, ;,:,;; ,,,t, s... r +.. 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"m`: �'' ^L ,$ :,,: . ? {.';, ✓ ( Q } , � , t ? {' " ti'',r;g`':r,r::x °.a �1�'t t•'r`_,. 8377.8 • SUBDIVISION FIRST p { > tt •'^t 4 1 " 'i ?y • :ii., i +v ,•y >..'. 'r t i;x,.: j. ti+ ADDITION UTILITY EASEMENT 8379.3 .:.r``'�';', tYx :�� .r'`�'ti.c :; a.:.,;,, '.".I'x:i `2:.5'x: 5:'�•t:. 'a' ✓:e::. c'ti`i v °: • `,•''r. >,.,,. n...o-r; .: `: 't2 "?';:�"-0o iii+;,,`•; UTILITY EASEMENT 00 8377.7 8377.7 ' . ' 7.5 UTILITY EASEMENT 14147 • • . ...� . . �� . • .ter . . • . a,...■ • • • aaa�! • 4 - • • MwMo ! • aw • • t�l•P • i !�® • • • . �� i • •� i • aaa� i • fit• ! • -=am i • it! • ♦ �� • Oar ! • aat�! • • �� • t.. • • .�� ! • wl-/ ! ! a�aa• • * �E • • at•� i ! aa•iar • ♦ +�� • • •ltr� � • r ®� • • 543'35'05 "W 256.77' FOUND PIN & ALUM. CAP LS #16827 46.34' WITNESS CORNER E FOUND PIN & ALUM CAP LS #16827 !11 ilEo I LO i I �I -W I I I 00 I 8385.7 i • i ri SITE • r0 0 tf 0 oa CO o • - c U a w o ° a) _0 T I,- 0WW0 z00t�or- E a) C', __ . .i.� co ° ° c E C > cA rnrn E o EL M ro 0 0 U) 4 0 CL MI� Q t O t � F Z > W :yQ� rt */� J CL Z Y WW, W Z L1a1 O >- (� f- 000 Z W W U) � O �""� Z i0 I..- C) O J ISSUED FOR: DATE: SCHEMATIC DESIGN 09.20.07 50% DD SET 10.01.07 DRB SUBMITTAL 10.15.07 PERMIT SUBMITTAL 11.20.07 PRICING SUBMITTAL 12. 13.07 CONST, DOCUMENTS 12.20.07 SHEET SCALE. NIA DRAWN BY. INITIALS CHECKED BY.' INITIALS PROJECT A 0714 jr \ COPYRIGHT 2007 + MORTER ARCHTECTS P.G. SITE PLAN AX1.01 ri EXISTING LOWER LEVEL 2.YO 1/4" = l'-O" 4A AX3.00) m E 0 7 0 m 0 1- Lo co (D V - m 00 ' m w W t 2 T r- (D u- u� O - e- 0 0 _Now 6 to (o Z E =oo 04 cu r- r- co Nco>mm E U, o m 0 2- 0 in .0 in 2 0 U) F- Z < Z 0 > W — °2 F- �e > 0 0 CL e --, z v L-i LLJ Z W W 0 0 U U W W D Z W W I Z 0 F- W (.9 U) Ile Z 0 0 ISSUED FOR. DATE.• SCHEMATIC DESIGN 09,20.07 50% DD SET 10.01.07 DRB SUBMITTAL 10.15.07 PERMIT SUBMITTAL 11,20.07 PRICING SUBMITTAL 12.13.07 CONST DOCUMENTS 12.20.07 SHEET SCALE. NIA DRAWN BY INITIALS CHECKED BY: INITIALS PROJECT 0714 COPYRIGHT 2007 @ MORTERARCHTECTSP.C. EXISTING FLOOR PLAN AX 2 r 0 0 | ' -1 Z3 :� ---` ---` ---' ---- ---- ---' ---' ---` ---- ---- ---` ---' ---- ---' ---` ---' ---' ---` Lo U, L CL 0 0 C M F- ISSUED FOR. DATE. SCHEMATICDESIGN 09,20.07 50% DD SET 10.01.07 DRB SUBMITTAL 10.15.07 PERMITSUBMITIAL 11.20.07 PRICING SUBMITTAL 1213.07 CONST, DOCUMENTS 1220.07 SHEETSCALE. NIA DRAWNBY. INITIALS CHECKED BY. INITIALS PROJECTA 0714 @ COPYRIGHT 2007 MORTERARCHTECTS EXISTING FLOOR PLAN AX2.01 ---` ---` ---' ---- ---- ---' ---' ---` ---- ---- ---` ---' ---- ---' ---` ---' ---' ---` r _"�WEST ELEVATION 4 "2,0y 1/8" = 1 -O lt K ELEVATION �' � .011811 = 11-01, I '1 11, ��l L V) E 0 ca 0 r__ 4) x :L- 0) co m 4 - 0 Lo C) 'a cj 2 2 , LI 0 Lo C:) 6(6(6 0 2� 0 E 9 @ f" C'4 :3 1­. iZ 10 04 U) b) m E 0 0 0 0 2 a. 0 U) F_ Z Z 0 > uj — - F- �e > < 0 0 CL Z �e LU Uj Z O� UJ 0 > P 0 () W UJ Z O� Z 0 F- LLJ (D U) z 'ci 0 �_ C) 0 ISSUED FOR. DATE: SCHEMATIC DESIGN 09,20.07 50% DD SET 10,01.07 DRB SUBMITTAL 10. 15W PERMITSUBMITTAL 11,20.07 PRICING SUBMITTAL 1213.07 CONST. DOCUMENTS 1220.07 SHEET SCALE. NIA DRAWNBY, INITIALS CHECKED BY. INITIALS PROJECTA 0714 2007 @ COPYRIGHT MORTER ARCHTECTS P.0 EXISTING EXTERIOR aEVATIONS AX3,00 r2"�SECTION ��IX'= 1 ri 1�tyo 1/4" = V-0" E 0 "c 1 r- Lo (D 0) 00 40 C-- a 'a C5 V- uj 49 0 Lo C, 2 2 r- w LI 0 q -t 6(0(,o 0 Z 0 E a) c 0 8 o E U, 0 CL 0 'a 0 (n cn 1. 2 n 0 U) Z Z 0 > uj F- > 0 CL Z �e uj UJ Z LLJ 0 C) uj UJ Z) Z O� c� Z 0 ui (D U) z - 0 C) 0 ISSUED FOR. DATE. SCHEMATIC DESIGN 09.20.07 50% DD SET 10.01.07 DRB SUBMITTAL 10.15.07 PERMIT SUBM17TAL 11.20.07 PRICING SUBM17TAL 12,13.07 CONST, DOCUMENTS 12.20.07 SHEET SCALE, NIA DRAWNBY, INITIALS CHECKED BY. INITIALS PROJECTA 0714 2007 @ COPYRIGHT MORTER ARCHTECTS P.C. EXISTING BUILDING SECTIONS AX4,00 UPPER LEVEL MAIN LEVEL K ,��!.jo 1/4' = 1 - AA L, Sa lE f C 10 N ri V) E 0 'c I- Lo 0 to x 0) co m ca 0 2 uj u 5 C' 8 oro(o 0 5 1 F*- E t t 10 T. N (D > b) a) E Q), c v . 000 0 0 & 0 ca C 0 2 CL 0 U) F - Z Z 0 > W — - F- > 0 0 CL Z ".e W W Z LIJ 0 COO W W Z ry z 5 w (D U) �e z lt;i 0 F- 0 ISSUED FOR: DATE. SCHEMATIC DESIGN 09.20.07 50% DO SET 10.01.07 DRB SUBMITTAL 10.15.07 PERMIT SUBMITTAL 11.20.07 PRICING SUBMITTAL 12.13.07 CONST DOCUMENTS 12.20.07 SHEET SCALE. NIA DRAWNBY. INITIALS CHECKED BY: INITIALS IA PROJECTA 07.4 COPYR GHT 2007 C' @ MORTE ARCHTECTS P.C. EXISTING BUILDING SECTIONS AX4,01 EXISTING LOWER LEVEL LIGHTING PLAN 114" = 1 eV 'NAX3.00) x E 0 "CO q rl- Lc) co c" f o 2 0 10 c W 'w 2 L� 0 t h O 0 oco(o Z E I- = =Q0 c%l ca F- f- N CD > o) b-) E r- ui 'C�o I 0 0 C" .Q - 2 0- < 0 U) Z Z 0 W W Z UJ 0 0 U U W UJ :D Z W W Z 0 �- W (D U) 1 �e z 4r O 0 ISSUED FOR. DATE.* SCHEMATIC DESIGN 09.20.07 50% OD SET 10,01.07 DRB SUBMITTAL 10.15.07 PERMIT SUBMITTAL 11.20.07 PRICING SUBMITTAL 12.13.07 CONST DOCUMENTS 12.20.07 SHEET SCALE: NIA DRAWN BY. • INITIALS CHECKED BY: INITIALS PROJECT A 0714 COPYRI 2007 C ' @ MORTE ARCHTECTS P.C. EXISTING LIGHTING PLAN EX2.20 Electrical Legerill 3 AX3.00 i 50 E 0 0 fl- Lo 0 C x o 10 Co 0 a - 2 100 u- 0 10 1:1, 0 1:-, ZU� E C 0) 0) E C 0 T 0 L 0 0 cc 0 a 0 ,(D 2 CL < 0 • U) F- Z Z > Lu F- Z) > 0)0 Z 'yO 0 LLJ LLJ Z LLJ 0 F- uj LLJ Z • • z 19:i 0 0 ISSUED FOR, DATE: SCHEMATIC DESIGN 09.20.07 50% DD SET 10.01.07 DRB SUBMITTAL 10.15.07 PERMIT SUBMITTAL 11.20.07 PRICING SUBMITTAL 12.13.07 CONST. DOCUMENTS 1220.07 SHEET SCALE: NIA DRAWN BY.• INITIALS CHECKED BY. INITIALS PROJECT 0714 @ COPYRIGHT2007 MORTER ARCH TECTS P.C. EXISTING LIGHTING PLAN � EXISTING UPPER LEVEL LIGHTING PLAN 114" = 1' -0° x EX2.21 rv ,7 1V I � n Z : F A "WON W 'Cif, STRUCTURAL: SPECRCATION 1) All lumber shall be Doug -Fir 02 84S or better, all wolmanized lumber shall be 8) All construction must comply with tho 2003 International Building Code as Ti -Fir #2 S4S or bettor (all lumber within 18" of finish grade must be m N 00 611111 Of r columns to be continuous bearing to foundation. Columns specified on plans art .o trimmer, provide one king stud for openings to 6' -0" and 2 king studs for Performance Guidelines" os prepared by the NATIONAL ASSOCIATION OF openings over 6'-0 ". All roof trusses are as engineered and manufactured others. HOME BUILDERS. Truss manufacturer to specify all connections, temporary or final bracing, etc. 9) Construct wall as follows - i - Exterior -2x6 @ 1Woe., except for 2x8 @16" oc at wall with now accordion i doors„ or better, pipe columns (noted on plans as pipe, in manual as HSS round) which - Inlorior�W c( t� 16" oc, unit" noted otherwise. shall conform to ASTM ASOO, Grade B (Fys42 kel) or better, tube steel columns 10) All beams, Joists, and rifler arc to bear upon walls or beams, or be hung with (noted an plans as TS, in manual as HSS rectangular or squart)which shall be i ASOO Grade B (Fy-46 ksi) or better, anchor bolts and bolts shall be A307 or 11) All structural members are shown in their Third positions properly braced and better. All structural steel is to be detailed, fabdcatcd, painted and erected In • 1 ♦ • • OF STANDARD PRACTICE, All welding to be performed by a certified welder for consultation as required. and conform to AISC and AWS STRUCTURAL WELDING CODE, 2000, all C � n Z : F A "WON W 'Cif, STRUCTURAL: SPECRCATION 1) All lumber shall be Doug -Fir 02 84S or better, all wolmanized lumber shall be 8) All construction must comply with tho 2003 International Building Code as Ti -Fir #2 S4S or bettor (all lumber within 18" of finish grade must be m adopted by the Town of Vail Building Department and the "General Conditions of wolmanized). provide solid blocking at 8' -O" on center in all diaphragms, All Cite Contract for Corrstruotion'" (AIA Document A201). All construction must be columns to be continuous bearing to foundation. Columns specified on plans art completed within the tolerances described In the "Residential Construction trimmer, provide one king stud for openings to 6' -0" and 2 king studs for Performance Guidelines" os prepared by the NATIONAL ASSOCIATION OF openings over 6'-0 ". All roof trusses are as engineered and manufactured others. HOME BUILDERS. Truss manufacturer to specify all connections, temporary or final bracing, etc. 9) Construct wall as follows - associated with the placement of the trusses. - Exterior -2x6 @ 1Woe., except for 2x8 @16" oc at wall with now accordion 2) Structural steel shall be ASTM A36 or better except Wide flanges shall be A992 doors„ or better, pipe columns (noted on plans as pipe, in manual as HSS round) which - Inlorior�W c( t� 16" oc, unit" noted otherwise. shall conform to ASTM ASOO, Grade B (Fys42 kel) or better, tube steel columns 10) All beams, Joists, and rifler arc to bear upon walls or beams, or be hung with (noted an plans as TS, in manual as HSS rectangular or squart)which shall be SIMPSON Strong -Tie hangers or approve equals. ASOO Grade B (Fy-46 ksi) or better, anchor bolts and bolts shall be A307 or 11) All structural members are shown in their Third positions properly braced and better. All structural steel is to be detailed, fabdcatcd, painted and erected In supported, during construction it may be necessary to temporarily shore portions accordance with RISC STEEL CONSTRUCTION MANUAL, 2005 and CODE of the structure while other portions are being constructed, Contact the engineer OF STANDARD PRACTICE, All welding to be performed by a certified welder for consultation as required. and conform to AISC and AWS STRUCTURAL WELDING CODE, 2000, all 12) General Contractor is responsible for all non- specified connections, contact electrodes to be EE -70XX . Grout beaenth all base plates and beam bearing engineer for details as required. The engineer is to approve all structural' plates shall be non - shrink epoxy with minimum 28 day compressive strength of substitutions. 5000 psi. All Trubolt Wedge Anchors to be installed according to manufacturer's 13) General Contractor is to coordinate all diaphragm penetrations (i.e„ chimneys, specifications and details, plumbing, sewers, etc.) through floors, walls, roofs and foundation walls with 3) Versolams (2.011) are as manufactured by BOISE CASCADE CORPORATION, appropriate sub- contractors, Genoral Contractor is responsible for the moans, we shop drawings and manufacturers standard details. All built -up V methods, techniques, sequences, procedures, workmanship, seasonal scheduling beams must be glued with PLA00 and nailed with 2 rows of 16d spikes @ 9" oe. and job -site safety associated with this project. The General Contractor Is to Versaharn deeper than 117/8" must be bolted togetherwith 2 rows of 518" verify all dimensions and elevations with the architectural drawings. Notify diameter bolts spaced @ 48" oc staggered. All alternates to be reviewed and engineer of all conflicts and omissions between various elements of the working approved by the engineer, drawings and the existing conditions prior to commencing with that portion of the 4) Sheath floors with s /+ " T and G plywood with minimum span rating of 40120 or projocL General Contractor is to inspect remodel projects and verify prior use and better and glut with PI.40O. Nail plywood with I Od @ 6 " oc to all joists, field proper disposal of existing materials (i.e., asbestos, etc.) as required by code, coottlinaic screw option. Cover decks with 2x6 Redwood with 2 screws per Identity of all existing hidden structural plans based upon plans by bearing point, 14) Ail materials exposed to exterior and or moisture conditions shall be treated for 5) Sheath roofs with 3/4" plywood with minimum span rating of 48/24 or better. these conditions (i.c,, chemical treatment, staining, painting, damprooling, Nail plywood with 16d @ 6" oc at panel tdges and 6" Oc at intermediate membranes, flashing, etc.) as required by code. All materials to be treated for fire membem resistance as required by code. 6) Sheath all exterior walls with YV plywood with minimum span rating of 2410 or better. Nail with 8d @ 6" oc to all studs. 7) Live toads used for design. -Rorif 80 psf snow (6:12); -Entry Roof -100 par (flat), doubled for impact. - Floor -SO psf residential. - beck -100 psf: - Wind -90 mph (3 second gust), Exposure B. - Earthquake -Zone C -IBC. i i F ra► rr i s a f z f~ AW0 2 4-i as TQP fwv4ow CP p4x1r.,7 rW nup ^ I - to? OF FWWOOIP V*GTA : A4 TOP or MIWOOD I ' ` II i OV ; r7i �Low- r-� a +, fog, wi i ?,me vex:NN. 1� Id. w/ L 5i45;x q�(,' x d-ll"141� ( �x 1sc�, Da4 2x$ P r*46T*Y, 2 -2x8 ar Vft *ro "Aw / V - E "RA-M IN UPPE' ? WlxwweAxr--p .. Cy LO M18. THP lff 2 INC •0 i 3 »zxto. Plew W*Vl L040Y o * it. x . 4 16 "ac. j 1 0 1 -. .00 � 11 �Tt-_ l� �s $kbxyz I + , 1 11 � L#. 1 11 PAR ��► T— o il View �Jwf:y 2X2xy4 4 0' e- T ( SOul? SWC*IWa lit1-t- 4 v __ w �X� v� P , !ct Sx9 Pft 17utN 1 cfkN 5xZf¢ !1 t W 'WNW u's A A? y4� t , 10 0 -1 yV 1 42 t 11; 44xY4 t �r F IAN DETAIL B` DE*vlu A .1 L - C • �fl 106 b 11 IV .. Cy LO • „ IN v— 2 INC •0 No i -. .00 JS 1) k 7 0 MM/ 0: vLAN'. ROOF FR a - T— DooaT% vle 1. 001 i Z. 10 , 140wo i . i J cit AJU 00 � Luo LLJ Z Fm uj 0- .� 1 it w i i• �r OD i f • S M • s . w • M �o CL JS 1) k 7 0 MM/ 0: vLAN'. ROOF FR a - T— DooaT% vle 1. 001 i Z. 10 , 140wo i . i J cit AJU 00 � Luo LLJ Z Fm uj 0- .� 1 it w i i• �r ACCESS EASEMENT LINE TABLE U11LITY EASEMENT LINE TABLE X.X DENOTES • . : # �;� III # , DIAMETER X.X DENOTES DECIDUOUS TREE WITH APPROXIMATE TRUNK DIAMETER • U11LITY EASEMENT LINE TABLE L OT 3 BIGHOR SUBDIVISI rr ADD ITION • �1 • rr I I X.X DENOTES • . : # �;� III # , DIAMETER X.X DENOTES DECIDUOUS TREE WITH APPROXIMATE TRUNK DIAMETER L OT 3 BIGHOR SUBDIVISI rr ADD ITION • �1 • rr I I 3377.6 - 8377.7 20' UTA. BUSH I j tt? I 1 x FOUND NU P! ALUM, CAS \h 8380. t7 a L S #16844 8376.8 61.04' WITNESS CORNER # 3 1 8378.0 /` 1 1 8383.2.884.3 N43',35'05 251.94' _.. . k . _ f 7 _.. 1..G .E � 11 1 � �2C�C 83767 8377 IC 8378 Tr`` 3' GMF? f UTILITY EASE ",�t�T � _..------ °--- "`"°`_- � �` t1.8 ! r'' ,� t ACCESS � ��`� ,,�' 8376.3 r f r EASEMENT 8378 7 SPRINKLER __ _ _ _ _ , 0.4 4, _ _ 8385 7 _ _ w _ l ' x VALVE TYP ..,.- ``_, .. ,.... m-- .. ..,_ .,..,... � .. _._ ..rr*n.. ,...a., ......... Y ..`,�......, ... �» -�.m. � �, .,... -- # w._ __.. �` 8 3§0 , l a, °" . I 1 1 10 00' BOULD WAL APPROXIMATE -.- _ :: 4 I t CL STREAM ¢ ^ + x n _ 8379,4 7 , r , `_ P I f 8378.6 c: >. 8379.2 _ ' �' 1 r f € Gi AS P HALT I IALT ROAD ' Fri M i �` � 4.v' a -,. � .^' t f 11 / ,✓� ^-. I r" E CNIh NEY OH / �, �l CENTERLINE- 83i8:6x SC STREAM 1 I DIT E WATER ENTRY j SETBACK i `3376,9 BECK S 9 E I f l {Ir i 0.3' ROCK < FAQ IN I ,r ° 83 l 'I '... Ad"` Rl.?i\. LO ' — «...,®.»...— ,. --..i 837 X8378.9 1 i 8:371~3.9 STORY STUCCO, ROCK, m l YEAR WOOD 1 j2 DUPLEX . t�12 r LC,'C[� PLAIN LINE � � ; f r ; � m � 2 F LOOR ;NOTE 7� r ~' P ' �� � L5 CMP s DECK 0 7` I 8,376 2 � ! 888.2 .378 r . �., B GARAGE 1 EG LAWN ECK I ti 's 1.0 PARCEL A SLAB � y c BUSH LI 'f 8379.0` 4 USIA I �f 0.2760 ACRES 8 79.4 _ LINE / r Q ROCS i x d w � f k SEWER ENTRY � 191 r X` A{ LESS ` ill � y I _ XX _.# 838U 4 -- 9 it 1 i 4 #— CLEANOUT 1, EASEMENT l 8..377 �.._. x � � �_ 8378,8 f t r m 8378A 8378.5 r t a SEWER EASEMENT 8,7 ; ' '� DE � mow - x� i � 837 1.0 I P PER p��y ,q �^ (� �y �y F`EF\ t'E..,;4 t I�EVV,..LM BOOK 289, AGE 372 4 r -' u / S43'38'Ga'W 284.38 Ci.81 ° 837&2 18; 94' 9 ! 14.68 t 1 Csl ✓ 1 d k 1 8378.7 x __ k 1 1 1 i 0 E t I � DECK �„ wF s f } j FLAGSTON 1 I r 20.0' WALK ASPHALT CSR €VEWAY r I � G AS ASEL 2N € 1 ` U F! OCR r I UTILITY EASEMENT OECD ( i P 4,1 k 8686.9 s I S 3`3 '05 "fit 256.77' E0?.iND FAIN & ALUM. CAP LS #16827 46.34' �VITNESS CORNER X.X DENOTES TREE WITH �,F'1 =� t"J?(IMAT RUI1K DIAMETER X.X DENOTES DECIDUOUS TREE WITH APPROXIMATE TRUNK DIAMETER 3377.6 - 8377.7 20' UTA. BUSH I j tt? I 1 x FOUND NU P! ALUM, CAS \h 8380. t7 a L S #16844 8376.8 61.04' WITNESS CORNER # 3 1 8378.0 /` 1 1 8383.2.884.3 N43',35'05 251.94' _.. . k . _ f 7 _.. 1..G .E � 11 1 � �2C�C 83767 8377 IC 8378 Tr`` 3' GMF? f UTILITY EASE ",�t�T � _..------ °--- "`"°`_- � �` t1.8 ! r'' ,� t ACCESS � ��`� ,,�' 8376.3 r f r EASEMENT 8378 7 SPRINKLER __ _ _ _ _ , 0.4 4, _ _ 8385 7 _ _ w _ l ' x VALVE TYP ..,.- ``_, .. ,.... m-- .. ..,_ .,..,... � .. _._ ..rr*n.. ,...a., ......... Y ..`,�......, ... �» -�.m. � �, .,... -- # w._ __.. �` 8 3§0 , l a, °" . I 1 1 10 00' BOULD WAL APPROXIMATE -.- _ :: 4 I t CL STREAM ¢ ^ + x n _ 8379,4 7 , r , `_ P I f 8378.6 c: >. 8379.2 _ ' �' 1 r f € Gi AS P HALT I IALT ROAD ' Fri M i �` � 4.v' a -,. � .^' t f 11 / ,✓� ^-. I r" E CNIh NEY OH / �, �l CENTERLINE- 83i8:6x SC STREAM 1 I DIT E WATER ENTRY j SETBACK i `3376,9 BECK S 9 E I f l {Ir i 0.3' ROCK < FAQ IN I ,r ° 83 l 'I '... Ad"` Rl.?i\. LO ' — «...,®.»...— ,. --..i 837 X8378.9 1 i 8:371~3.9 STORY STUCCO, ROCK, m l YEAR WOOD 1 j2 DUPLEX . t�12 r LC,'C[� PLAIN LINE � � ; f r ; � m � 2 F LOOR ;NOTE 7� r ~' P ' �� � L5 CMP s DECK 0 7` I 8,376 2 � ! 888.2 .378 r . �., B GARAGE 1 EG LAWN ECK I ti 's 1.0 PARCEL A SLAB � y c BUSH LI 'f 8379.0` 4 USIA I �f 0.2760 ACRES 8 79.4 _ LINE / r Q ROCS i x d w � f k SEWER ENTRY � 191 r X` A{ LESS ` ill � y I _ XX _.# 838U 4 -- 9 it 1 i 4 #— CLEANOUT 1, EASEMENT l 8..377 �.._. x � � �_ 8378,8 f t r m 8378A 8378.5 r t a SEWER EASEMENT 8,7 ; ' '� DE � mow - x� i � 837 1.0 I P PER p��y ,q �^ (� �y �y F`EF\ t'E..,;4 t I�EVV,..LM BOOK 289, AGE 372 4 r -' u / S43'38'Ga'W 284.38 Ci.81 ° 837&2 18; 94' 9 ! 14.68 t 1 Csl ✓ 1 d k 1 8378.7 x __ k 1 1 1 i 0 E t I � DECK �„ wF s f } j FLAGSTON 1 I r 20.0' WALK ASPHALT CSR €VEWAY r I � G AS ASEL 2N € 1 ` U F! OCR r I UTILITY EASEMENT OECD ( i P 4,1 k 8686.9 s I S 3`3 '05 "fit 256.77' E0?.iND FAIN & ALUM. CAP LS #16827 46.34' �VITNESS CORNER