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HomeMy WebLinkAboutB08-0311 PLANS V . . VAIL VILLAGE INN ( TOWER CONDOMINIUM ) PHASE III pA43* S *tfq � I A � ON SEVILLA EXPANSION DESDIGN REVIEW r AND STAFF APPROVAL 100E ST MEADOW DRIVE U N ITS 104 105 W . ? 3, as V i COLORADO 81 b S7 �����.l A CoMNORAL NOTIS GINS ''ILL NOMS CONT INUW R- ABV ABOVE LB POUND 01. DO NOT SCALE DRAWINGS. 26 NOTIFY ARCHITECT IMMEDIATELY IF SAFETY OF EX15TINO STRUCTURE APPEARS TO BE kkkkkkkk SHEATHING ENDANGERED TAKE PRECAUTIONS TO PROPERLY SUPPORT THE STRUCTURE JOROE AND ELVIRA SEVILLA ARCHITECT S EARTH AFF ABOVE FINISHED FLOOR LT LIGHT 02 VERIFY ALL DIMENSIONS,CONDITION5 AND UTILITY LOCATIONS ON THE JOB 51TE 0 0 4 8 E BEAVER CREEK BLVD (PLYW0001055) AFC, ABOVE FIN15HED GRADE LTL LINTEL AA� II�� J� RIVERA de GUPIA 110 CASA 54 AP ACCESS PANEL PRIOR N BEGINNING ANY WORK OR ORDERING ANY MATERIALS NOTIFY ARCHITECT OF P I RM mmTMCT I ON ANZ 14LAR1`� LVR LOUVER LOMAS de GHAPULTEPEG ANY CONFLICTS OR DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY GRAVEL / DRAINAGE WOOD-FINISH ACT ACOUSTICAL CEILING TILE MH MANHOLE �/�+ I ' GP 1100 ADJ ADJACENT MFR MANUFACTURER 03 AREAS OF CONFLICTS OR DI5CREPANCIE5 MUST BE FULLY RE50LVED WITH � T 1sfimm RMOU I RNMUNIS= MEXICO DF SUITE 207 ALT ALTERNATE MO MA50NRY OPENING • MATL MATERIAL WRITTEN APPROVAL FROM THE ARCHITECT BEFORE CONSTRUCTION CONTINUES IN THOSE BOX O 0 • CONCRETE WOOD-ROUGH AL ALUMINUM PHONE 0110.416 0412 APPROX APPROXIMATELY MAX MAXIMUM AREAS I A SMOKE DETECTOR 15 REQUIRED ON THE CEILING OR WALL AT A POINT CENTRALLY ADA AMERICAN 015ABILITY ACT MEGH MECHANICAL LOCATED IN THE CORRIDOR OR AREA GIVING ACCE55TO EACH SLEEPING AREA EMAIL elvlromoran @9mall com STUCCO /EIFS or MG MEDICINE CABINET 04 PLAN DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE UNLESS NOTED ACj�"'� I TACT: AVON , C 0 81620 GYPSUM WALL BOARD WOOD-BLOCKING A/C AIR CONDITIONING MMB MEMBRANE OTHERWISE SECTION AND ELEVATION DIMENSIONS ARE TO TOP OF CONCRETE, TOP OF 2 A SMOKE DETECTOR 15 REQUIRED ON THE CEILING OR WALL IN EACH SLEEPING AREA ARCH ARCHITECTURAL MTL METAL PLYWOOD,OR TOP OF WALL PLATES OR BEAMS UNLE55 NOTED OTHERWISE ® ® ROOF SHINGLES 55MT BASEMENT M METER 3 SMOKE DETECTORS ARE REQUIRED TO BE WIRED TO THE BUILDIN65 POWER SOURCE VICTOR MARK DONALP50N ARCHITECTS BATT INSULATION (SHAKE /ASPHALT) BIRO BEARING MW MICROWAVE 05 PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS LOCATIONS AND SHALL BE EQUIPPED WITH A BATTERY BACKUP A-L SMOKE DETECTORS SHALL BE MARK DONAL050N, PRINCIPAL 9 7 0 . 9 4 9 . 6 2 0 0 BFG BELOW FINISHED GRADE MM MILLIMETER INCLUDE BUT ARE NOT LIMITED TO CEILING AND WALL-MOUNTED FIXTURES, TOILETS, INTERCONNECTED ROOF TILES BEAM BEAM MPH MILE5 PER HOUR TOILET ACCESSORIES,CABINETRY, COUNTERTOPS, SHELVES, CLOSET RODS, FAUX 0048 EAST BEAVER GREEK BLVD, SUITE 201 R160 INSULATION ® MIN MINIMUM BVL BEVELED (CERAMIC /SLATE) MIR MIRROR BEAMS,AND LIGHT FIXTURES 4 SMOKE DETECTORS SHALL SOUND AN ALARM AUDIHLE IN ALL SLEEPING AREAS OF THE P.O. BOX 5300, AVON, COLORADO 81620 vmda@vmda. com BIT BITUMINOUS STONE VENEER BLK BLOCK MI50 MISCELLANEOUS DWELLING IN WHICH THEY ARE LOCATED PHONE. 110 q41 5200 / FAX 1401401 5205 Ob COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT WITHIN CEILING FAX 9 4 9 . 6 2 0 6 MASONRY (DRY STACK) BLKG BLOCKING MU MOISTURE RESISTANT E-MAIL morkdeVmda com BD BOARD MULL MULLION PLENUM, FLOOR AND/OR WALL SPACES AS SHOWN ELECTRICAL AND MECHANICAL TO 5 ALL ELECTRICAL WORK SHALL CONFORM TO ALL REQUIREMENTS AND CODES HAVING STONE VENEER BO BOTTOM OF NAT NATURAL BE DESIGN BUILD PROVIDE ELECTRICAL, PLUMBING AND MECHANICAL ISOMETRICS AT JURISDICTION OVER THE WORK I I ' I A STEEL /METAL NR NOISE REDUCTION THE TIME OF BUILDING PERMIT SUBMITTAL ALL WASTE /501E LINES TO BE CAST IRON �T�'UCTI��'�L �NC�IN���= (GROUTED) BOT BOTTOM NOM NOMINAL b ALL FIRE RELATED ENGINEERING (AS NOTED HEREIN)SHALL BE SUBMITTED AT THE TIME BLDG BUILDING N NORTH 01 VERIFY ELECTRICAL ROUGH-IN LOCATIONS FOR LIGHT AND ELECTRICAL FIXTURES OF BUILDING PERMIT APPLICATION AND SHALL BE PREPARED AND STAMPED BY A QF C 0( METAL DECKING ® OPT CARPET NIC NOT IN CONTRACT IMMEDIATELY NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES WITH THE LICENCE ENGINEER MONROE 4 NEWELL ENGINEERS INC, �, 0 HEAVY TIMBER 05MT CASEMENT NT5 NOT TO SCALE '9 INFORMATION PROVIDED HEREIN OR AFTER DETERMINING EXISTING FIELD CONDITIONS A PETER MONROE P.E. Q` � GIP CAST IN PLACE OG. ON CENTER GFENERAL CO VICT' O GLG CEILING OPG OPENING /� }� 10 BENCHMARK ROAD, SUITE 204 METAL STUDS or ® ENGINEERED WOOD OS VERIFY PLUMBING ROUGH-IN LOCATIONS FOR ALL APPLIANCES AND FIXTURESLCfi IC�4L/ ' CPT�CL GTR CENTER OFF OPPOSITE IVI OT CERAMIC TILE OPH OPPOSITE HAND P O 80X 1517 AVON COLORADO 81620 0515 ORIENTED STRAND BOARD Oq IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE 15 NEEDED BY THE PHONE 0110 01401 1168 / PAX 0110 01401.4054 DO S ` GLR CLEARANCE �- // GLAZING/MIRROR OD OUTSIDE DIAMETER GENERAL CONTRACTOR FOR CONSTRUCTION OF ANY ASPECTS OF TH15 PROJECT, NOT COL COLUMN OH OVERHEAD HE/5HE SHALL IMMEDIATELY NOTIFY THE ARCHITECT FAILURE TO GIVE AMPLE NOTICE E-MAIL: anon®monroe-newel) corn V GONG CONCRETE: I PROVIDE OUTLETS AT NO GREATER DISTANCE THAN b'-O" APART (E36012 I) GMU CONCRETE MASONRY UNIT OA OVERALL SHALL RELIEVE THE ARCHITECT OF RESPONSIBILITY FOR DELAYS TO THE PROJECT 2 PROVIDE MINIMUM OF (I) ON OUTLET IN BATHROOM.,c WITHIN 36 OF THE OUTSIDE EDGE �\ G CONDUIT p� PAIR 10 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL OF LAVATORY BA51N A I A ^ +� SFD ARC' DRAWING 1� �i./L� GON5T CONSTRUCTION 3 ELECTRICAL CONTRACTOR TO SUPPLY LI05ENCED /STAMPED ELECTRICAL LOAD Gi ,�NORAL CONTRACTOR; PKNG PARKING APPLICABLE CODES AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS CODE CALCULATIONS AND THE TIME OF BUILDING PERMIT APPLICATION OJT CONTINUOUS PVMT PAVEMENT COMPLIANCE 15 MANDATORY THE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT OJT CONTROL JOINT FED PEDESTAL WORK THAT DOES NOT CONFORM TO RELEVANT 6012E5 GOVERNING TH15 PROJECT 4 ALL ELECTRICAL WORK SHALL CONFORM TO ALL REQUIREMENTS AND CODES HAVING RIK HEID, OWNER CPR COPPER PLAM PLASTIC LAMINATE JURISDICTION OVER THE WORK HEID CUSTOM BUILDERS GUST CUSTOM PL PLATE X II THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL FIELD COORDINATE AND SUITE 6-005 _ A( SECTION OUT SYMBOL DEPT DEPARTMENT PLUM PLUMBING OBTAIN APPROVAL FROM THE ARCHITECT/ ENGINEER BEFORE ANY GUTTING,NOTCHING III A v �Q� D DEPTH PW PLYWOOD OR DRILLING OF ANY CAST-IN-PLACE GONGRETE,STEEL FRAMING,OR ANY OTHER LUALL T T PES-_ 0275 MAIN STREET DTL DETAIL PT PRESSURE TREATED EDWARD5, COLORADO 81632 W DIM DIMENSION P5F POUNDS PER SQUARE FOOT STRUCTURAL ELEMENTS WHICH MAY AFFECT THE STRUCTURAL INTEGRITY OF THE DW DISH WASHER P51 POUNDS PER SQUARE INCH BUILDING PHONE. 0110 3010 2614 (CELL) loo,-011 OR DOOR PG PRE-CAST I ALL NEW INTERIOR WALL5 TO BE 3 518" METAL STUDS ® 16" OG UNLESS OTHERWISE E-MAIL. rlk @heidcu5tombuilder5 Gom Q L0 ELEVATION REFERENCE DWG DRAWING PROP PROPERTY 12 ALL ELECTRICAL WORK IN THIS PROJECT 15 TO BE COMPLETED IN A WORKMANLIKE NOTED = Q DF DRINKING FOUNTAIN QT QUARRY TILE FASHION AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT VERSION OF a Irl- RCPT RECEPTACLE THE NATIONAL ELECTRICAL CODE [NEC] ADOPTED BY THE GOVERNING MUNICIPALITY 2 NEW EXTERIOR WALL5 TO BE 5Y2" METAL STUDS AT 16" OG W/ R-Iq PAPER BACKED �--� E EAST RE REFER TO BATT INSULATION AND 5/5" TYPE "X" OYF5UM 2 ELEG ELECTRICAL REF REFERENCE A A BUILDING 13 ALL PLUMBING AND VENTILATION WORK IN THIS PROJECT IS TO BE COMPLETED AS INT��'N�T I ON�IL ELEV ELEVATIONS REFR REFRIGERATOR I A I 0 ADOPTED BY THE GOVERNING MUNICIPALITY IN C WORKMANLIKE FASHION AND IN GONORAL LIGHT AND ANTILATIOIL ` X EL ELEVATOR REINF REINFORCING � Q ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT VERSION OF THE COMM REVIEW: 2OO' I O � � O 3 XX.X 1 ELEVATION SYMBOLS EMER EMERGENCY READ REQUIRED z � X EQ EQUAL RE5 RESILIENT INTERNATIONAL PLUMBING CODE [IPG], INTERNATIONAL MECHANICAL CODE [IMG] AND CC EQUIV EQUIVALENT REV REVISION NATIONAL FIRE PROTECTION ACT [NFPA] NOTrm-S= EXISTING 50 FT = 20201 NEW 50 F T ADDED = 183 50 FT G vi. CO 4 EXH EXHAUST RH RIGHT HAND TOTAL 50 FT = 0 0 EXG EXISTING R RISER 14 505TITUTION5 OF "EQUAL" OR "EQUIVALENT" PRODUCTS WILL BE ACCEPTABLE ONLY I ALL GUEST AND HABITABLE ROOMS SHALL BE PROVIDED WITH NATURAL LIGHT OUP. R-2 z in 4< �— O EXP EXPANSION R45 ROD AND SHELF WITH OWNER'5 AND ARCHITECT'S WRITTEN APPROVAL THE GENERAL CONTRACTOR THROUGH EXTERIOR GLAZED OPENINGS NO LE55 THANONE-TENTH OF THE FLOOR AREA CONSTRUCTION TYPE 2 (NON RATED) mr EXT EXTERIOR RD ROOF DRAIN SHALL SUPPLY SUBMITTALS DETAILING THE PRODUCTS SPECIFICATIONS, FEATURES, WITH A MINIMUM OF 10 SQUARE FEET OF FLOORS FIRST FLOOR OF 5 STORY MILDI ^1 X REVISION SYMBOL FOG FACE OF CONCRETE RM ROOM ETC... =14 (PER 2003 IBC 0 Z C FOP FACE OF FIN15H 2 ALL GUEST AND HABITABLE ROOMS SHALL BE PROVIDED WITH NATURAL VENTILATION TABLE 100412) U FOM FACE OF MASONRY R0 ROUGH OPENING 15 IT 15 THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE CONTRACTOR AND BY MEANS OF OPERABLE EXTERIOR OPENINGS WITH AU AREA OF NO LE55 THAN 1/20 OF R/5 ROUGH SAWN FULLY SPRINKLED PER NFPA 13. NO � FOS FACE OF STUDS EACH SUBCONTRACTOR PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, SUPPLIES, THE FLOOR AREA WITH A MINIMUM OF 5 SQUARE FEET�R PROVIDED WITH A MECHANICAL 55 SANITARY SEWER EQUIPMENT, ETC, TO OBTAIN A COMPLETE JOB WITHIN THE RECOGNIZED STANDARDS OF VENTILATING SYSTEM PER IBC REQUIREMENTS (COMMON AREAS ARE SPRINKLED) W 0 FIN FL FINISH FLOOR ELEVATION (g) SEALANT � � Q O X FE FIRE EXTINGUISHER SHT SHEET THE INDUSTRY FDG FIRE DEPARTMENT CONNECTION 5HTG SHEATHING 3 ALL BATHROOMS, WATER OL05ET GOMPARTMENT5 AND SIMILAR ROOMS TO BE 2 EXITS SHALL BE REQUIRED THE EXIT DOORS OR EXIT ACCESS 0 0 XX FHG FIRE H05E CONNECTION 5M SHEET METAL Ib. COORDINATE ALL CABINETRY CONFIGURATIONS WITH OWNER PRIOR TO ROUGH-IN PROVIDED WITH NATURAL VENTILATION THROUGH EXTERIOR OPENIN05 OF NO LE55 THAN DOORWAYS SHALL BE PLACED A DISTANCE APART EQUAL TO NOT LE55 FEG FIRE EXTINGUISHER CABINET SIM SIMILAR COORDINATE ALL TRIM PROFILES AND CONFIGURATIONS WITH OWNER. COORDINATE 1/20 OF THE FLOOR AREA WITH A MINIMUM OF 1-1/2 50JARE FEET OR PROVIDED WITH A THAN ONE-HALF OF THE LENGTH OF THE MAXIMUM DIAGONAL DIMENSION ~ 0 _I DETAIL OR PLAN ENLARGEMENT FPL FIREPLACE 5PM SINGLE PLY MEMBRANE ALL INTERIOR FINISHES MATCH ALL EXISTING WHERE APPROPRIATE,OR REFER TO MECHANICAL VENTILATING SYSTEM PER IBC REQUIREM_NTS OF THE BUILDING (REFER TO 2003 IBC SECTION 1014 21) z �Mai Q Q FP FIREPROOFING SG SOLID GORE FINISH SCHEDULES bo FLG FLASHING 5 SOUTH 4 LAUNDRY ROOM " VENTILATION AND LIGHT 5WITGH" THRE5HOLD5 AT DOORWAYS SHALL NOT EXCEED 15 INCH IN HEIGHT FOR � Z w > FLR FLOOR SPEC SPECIFICATIONS 11 THE GENERAL CONTRACTOR AND ALL TRADES SHALL REFER TO ALL SLIDING DOORS SERVING DWELLING UNITS OR 05 INCH FOR OTHER — CC FO FLOOR DRAIN 50 FT SQUARE FEET ARCHITECTURAL DRAWINGS AND NOTATIONS ATTACHED TO THESE PLANS IN ORDER TO DOORS RAISED THRESHOLDS AND FLOOR LEVEL CHANGES GREATER W ' G 0 FTC, FOOTING 55TL STAINLE55 STEEL FULLY DETERMINE THE SPECIFICATIONS FOR ALL MATERIALS USED ON TH15 PROJECT IF 5TD STANDARD A ' I � THAN O 25 INCH AT DOORWAYS SHALL BE BEVELED WITH A SLOPE NOT FND FOUNDATION ST SELF-TAPPING THERE ARE ANY OF THE OR OMISSION R IN THE PLANS OR NOTATIONS IT 15 THE VRAW INCA INDEX GREATER THAN ONE UNIT VERTICAL IN TWO UNITS HORIZONTAL (50% &" W Q WINDOW REFERENCE FBO FURNISHED BY OTHERS 5% STEEL RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CONTACT THE ARCHITECT AND/OR 5LOPE) (RE 2003 IBC SECTION 1006 16) EXCEPTION THE THRESHOLD J C) FUR FURRING THE OWNER TO RESOLVE THE ISSUE HEIGHT SHALL BE LIMITED TO l 3/4 INCHES WHERE THE OCCUPANCY 15 J 5D STORM DRAIN/SMOKE TI I TITLE SHEET O co GA GAGE,GAUGE DETECTOR GALV GALVANIZED STIR STRINGER I6 INSULATION SHALL BE EITHER PAPER FACED FIBERGLASS BATTENS WHICH EQUAL DPI EXISTING FLOOR AND DEMOLITION PLAN GROUP R-2 OR R-3 AS APPLICABLE IN SECTION 1012, THE DOOR 15 AN > 3�x'� WINDOW/ DOOR SIZE (FT "� GD GARBAGE DISPOSAL 5TRUC STRUCTURAL THE R-VALUE STATED OR A COMBINATION OF FIBERGLASS BATTENS AND RIGID FOAM Al I NEW FLOOR PLAN EXTERIOR DOOR THAT 15 NOT A COMPONENT OF THE REQUIRED MEANS GC GENERAL CONTRACTOR SW SWITCH WHICH 15 EQUAL TO THE SAME R-VALUE DO NOT CREATE INTERMEDIATE DEW POINTS A21 PARTIAL EXISTING ELEVATIONS OF EGRESS AND THE DOORWAY 15 NOT ON AN ACCESSIBLE ROUTE (RE _I CLAM GLULAM LAMINATED BEAM SYM SYMMETRICAL EXTERIOR WALLS = R-Iq / INTERIOR WALLS = R-13 / INTERIOR CEILING = R-36 A22 PARTIAL NEW ELEVATIONS AND DETAILS 2003 IBC SECTION 10061'1) Q GL CLASS, GLAZING TEL TELEPHONE (UNFAGED) Al I SCHEDULES > QDOOR REFERENCE GB GRAB BAR TV TELEV15ION THE MAXIMUM DIAGONAL DIMENSION FOR THE SUBJECT PROPERTY 15 THK THICKNESS 510 FOUNDATION, SECTION, AND GENERAL NOIE5 qb'-10 3/4"" (1/2 = 46'-5 !Yb'7 Inoo GNP GROUND Iq WINDOWS SHALL BE DOUBLE PANE LOW E AS RATED BY THE MANUFACTURER. ALL THR THRESHOLD FP-01 FIRE PROTECTION / FIRE ALARM THE MAXIMUM EXIT ACGE55 TRAVEL DISTANCE 15 200' PER 2003 IBC HGR HANGER GWB GYPSUM WALL BOARD T15D TO BE DETERMINED EXTERIOR DOORS SHALL BE INSULATED AND/OR WITH INSULATED GLASS EQUAL TO THE TONGUE AND GROOVE WINDOWS. WEATHER STRIPPING AND FLASHING AT WINDOWS AND DOORS SHALL BE TABLE 10151 XX WALL TYPE REFERENCE T$G TOP TONGUE SLAB HOW HARDWARE T05 TIGHT TO THE WEATHER AND MADE 50 A5 NOT TO ALLOW LEAKAGE AT ANY JOINTS HDR HEADER T5L TOP OF STEEL EXTERIOR BALCONIES, STAIRWAYS AND RAMPS SHALL BE LOCATED AT ©COPYRIGHT HTG HEATING TpW TOP OF WALL 20 ALL WINDOWS, DOORS, ROOF JOINTS AND OTHER AREAS SUBJECT TO M015TURE LEAST 10 FEET FROM ADJACENT LOT LINES AND FROM OTHER BUILDINGS Victor Mark HVAG HEATINGNENTILATING/ AIR T15 TOWEL BAR INTRUSION SHALL BE PROPERLY FLASHED AND COUNTER-FLASHED WITH A ON THE SAME LOT UNLE55 THE ADJACENT BUILDING EXTERIOR WALL5 Donaldson AI CONDITIONING TR TRAN50M NON-CORROSIVE FLASHING WHICH MEETS IBC STANDARDS AND SHALL NOT LEAK OR AND OPENINGS ARE PROTECTED IN ACCORDANCE WITH 2003 IBC Architects fr TREAD DETERIORATE FROM WEATHER SECTION 104 BASED ON FIRE SEPARATION 015TANCE (RE 2003 IBC All Rights HT HEIGHT T Reserved 12 HG HOLLOW GORE TS TUBE STEEL SEGTIONI023 3) 6 or 6 12 ROOF PITCH SYMBOL HM HOLLOW METAL TYP TYPICAL 21 THE CONTRACTOR SHALL FURNISH TO THE OWNER, ALL WRITTEN 4 GRAPHIC H 6=, THE EXIT DISCHARGE SHALL PROVIDE A DIRECT AND UNOBSTRUCTED i HORIZ HORIZONTAL UG UNDERGROUND MATERIALS WHICH MAY COME WITH ANY/ALL EQUIPMENT, APPLIANCES, HARDWARE AND ACCESS TO A PUBLIC WAY (RE 2003 IBC SECTION 1023.6) INGL INCLUDED UL UNDERWRITERS SYSTEMS INCLUDING WARRANTIES, INSTRUCTION MANUALS, AND THE INSTALLERS 4 LABORATORI ES?UNLE55 ID INSIDE DIAMETER MANUFACTURERS NAME AND ADDRESS ALL EQUIPMENT, SYSTEMS, FIXTURES AND A 2 HOUR FIRE SEPARATION 15 REQUIRED BETWEEN THE SUBJECT IMG INSTALLED BY CONTRACTOR UNO NOTED OTHERWISE APPLIANCES INSTALLED SHALL HAVE A MINIMUM OF A ONE (1) YEAR WARRANTY THE RESIDENCE AND THE PARKING GARAGE THERE 15 NO REQUIRED IBO INSTALLED BY OWNER VB VAPOR BARRIER CONTRACTOR FURTHER WARRANTS AGAIN5T FAILURE OF ALL VARIOUS SYSTEMS SEPARATION BETWEEN THE SUBJECT RESIDENCE AND OTHER R-2 I/4° INS INSULATED VIF VERIFY IN FIELD TYP>--- WELD SYMBOL INS INTERIOR V- VERSALAM INSTALLED,CONSTRUCTED OR CAUSED TO BE INSTALLED FOR THE PERIOD OF ONE (1) CLA55IFICATION5 WITHIN THE BUILDING (RE 2003 IBC' SECTION TABLE VERT VERTICAL YEAR AFTER DATE OF FULL OWNER ACCEPTANCE. SEE ATTACHED PROJECT MANUAL 302.3 2) t 09102108 JT JOINT VCT VINYL WMP051TION TILE AND GON5TRUGTION 5PEGIFICATION5, IF APPLICABLE, FOR MORE DETAILS J5T J015T V VOLT5 GOVERNING (,ODES 2003 IBC, 2003 IF(,, 2003 IMG, 2003 IPG JG JANITOR'S CLOSET W/D WASHER/ DRYER 22 ALL CLOSETS TO HAVE ROD AND SHELF PER OWNER UNLESS OTHERWISE NOTED 00 i 0010 KIT KITCHEN WG WATER CLOSET REVIEW: /J�/J� ' DRAINAGE FLOW DESIGNATION LAM LAMINATE W-1 WATER HEATER 23 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL REGULATIONS, ZONING 2Y/Y/3 I �" LVL LAMINATED VENEER LUMBER WWF WELDED WIRE FABRIC, CODES, AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION LAV LAVATORY W WIDTH/WATTS/WEST ZONING DISTRICT SPECIAL DEVELOPMENT DISTRICT # 6 LH LEFT HAND wF WIDE FLANGE 24 CONTRACTOR TO VERIFY W/OWNER ALL FLOOR SUBSTRATE ELEVATIONS FOR ^^ ��++ r TITLE SHEET OELEVATION KEYNOTE L LENGTH /STEEL ANGLE N W WITH LEVEL FINISHED FLOOR RELATIONSHIPS PRIOR TO CONSTRUCTION '� 'OJCfi ✓ �7C I Pfi I ON= NO WITHOUT WOOD 25 PROVIDE NECESSARY TEMPORARY SHORING AND BRACING TO SUPPORT AND INCREASE LIVING AREA IN THE UNIT BY CONVERTING EXISTING COVERED TERRACE yip y� WATERPROOF / PROTECT PORTIONS OF THE EXISTING BUILDING DURING DEMOLITION OPERATIONS AREA TO LIVING AREA VIA 250 ORDINANCE PLUS NEW FIRE PROTECTION SYSTEM WEATHERPROOF LEAVE SUCH 5HORIN5 IN PLACE UNTIL PERMANENT SUPPORTS ADEQUACY E BEEN INSTAL ED IN5TALALED , A BE 50LELY RESPONSIBLE FOR DESIGN, SHORING AND BRACING AND ITS ABILITY TO CARRY LOAD OF WHICH INTENDED �n nnV SEP 0 3 2008 TOWN OF VAII V O . , . D • ON E E I F r° I I I I I I SECTIONS OF EXISTING GUARD RAIL TO BE REMOVED PLANNING INTERIORS EXISTING II SINCE 1977 A.TH ROD 10 III II EXISTING COVERED I ARCHITECTS �I TERRACE BEARD M I EXISTING I MODIFIED IIII 12I I I I 0 0 4 8 E BEAVER CREEK BLVD 1O5 o BEDROOM LIVING ROOM II lox I SUITE 207 STING �I I BATH R091-r T I I IT III BOX 5 3 0 0 III log �I IIII �l I IIII AVON , CO 81620 ,----,-_ --_— - — — — — 9 7 0 . 9 4 9 . 6 2 0 0 I I �= I vmda @vmda, com VERIFY STEEL COLUMN CONGEALED IN FAX 9 4 9 . 5 2 0 5 EXISTNG WALL AT TIME OF DEMOLITION /��♦ \\\ // // DINING ROOM AND REPORT FIND TO ARCHITECT / ♦ \ � / 120 EXISTING OPEN `�\ \♦ ♦ / / I I TERRACE O . OZ O �4 ♦♦ \ ♦♦ / / PROTECT EXI TING COLUMN WRAP 122 ♦ INTEGRITY DU ING DEMOLITION AND NEW EXISTING \\ \\ \♦ GONSTRUGTIO (TY. CO VICT R EXISTINO BEDROOM WIG � \\ ♦ � IVI DO 104 I 1A, \\ EXISTING / r I �< \♦ ♦ KITCHEN do, V \\ Fp AEG EXISTING BAH EXISTINFq \ \ ROOM o KITGHEN \ \ I REMOVE EXISTING ---- ---- 102 I III \ ♦ // �� BUILT-IN5 \\\VI B DROOM J� � , lAll�'/ TYKES OF CONSTRUCTION EXISTING (� 6n �A EXISTING I 1 \;\ \\ BEDROOM f I (� CJ� ENTRY TABLE 601 m 101 I L —————— \ , I I FIRE-RESISTANCE RATING REOUIR MENTS F BUILDING ELEMENTS_EMENTS(hours)_ L-° °—° TYPE I Tl(PE II TYPE Ill TYPE{V V' r TYPE V _ �� I� ———— M DI PI ED BATH BUILDING ELEMENT A B Ad' B Ad B HT Ad g —J ROOM Structural frame$ 1 � _ o Includin columns,girders,trusses 3b 2b 1 0 1 0 HT 1 0 — — — — — — — — — ——— — — — / I' I BeFaiing walls 3 2 t 1 0 Interior 36 26 11 0 1 I 0 1/HT 1 0 —_ Nonbearing walls and partitions I J EXISTING Exterior See Table 602 HALL ito,rbearmg walls and partitions InteirorR 0 0 0 0 0 0 See Section 602 4 6 Floor constnicdon Includmo su orting beams and Worsts 2 2 /' t 0 1 0 HT 1 0 �L MON EL TOR ——— — Roof construction Including supporting beams and joists I t/'-C I` 1° 0 I° 0 HT IC 0 EXIS-ING EXISTING BATH For SI 1 foot=304 8 mm L-- — W I G ROOM Da The structural frame shall be considered to be the columns and the girders,beams,trusse,,and spandrels hating direct connections to the columns and bracmg I I� I I-1 members designed to carry gravity loads The members of floor or roof panels which ha,,e no connection to the columns shall be considered secondary members and not a part of the structural frame (b)and supports Fue-resistance ratings of structural frame and bearing walls are pernutted to be reduced by I hour tivhae supporlmg a root only o c I Except in Factory-Industrial(F-1),Hazardous(H),Mercantile(M)and Moderate-HaTard Storage(S-1)oc,.upanetes,fire protection of structural members PROTECT EXISTING SHAFT WALL M shailnotberequrred,mcludmgprotecnonofrootfiammganddecl.m�whereevery partoftheroof construction is20 feet or more abo wanv floor tmmedtateIN CONSTRUCTION TO MAINTAIN INTEGRITY COMMON EXIT CORRIDOR PER 2003 IBC 0 GENERAL DEMOLITION NOTES- _j CA) o 01 CONTRACTOR SHALL CONTROL DUST AND DEBRIS GENERATED DURING > DEMOLITION AND SHALL P15POBE OF THE SAME IN A LEGAL AND TIMELY —� FASHION Q 02 CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING > ' CONDITIONS TO ENSURE THAT NEW ITEMS WILL FIT IN THE MANNER INDICATED BY THESE DRAWINGS NOTIFY ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES ARE ,. „�►, FOUND 03 PROVIDE CLEAR, SAFE, AND PROTECTED ROUTES FOR DEBRIS REMOVAL TO ©COPYRIGHT POINT OF DISPOSAL Victor Mark NALL TYPE LEGEND- Donaldson 04 COORDINATE MANAGEMENT OF FIRE ALARM SYSTEM, DETECTION, ETC, W/ Architects FIRE DEPARTMENT IN ADVANCE All Rights I 0 XISTING,GONSTRUGTION TO REMAIN Reserved 05 PROVIDE INTERIM /TEMPORARY GUARDRAILS, EXIT STAIRS, ROUTES, ETC, NEW CONSTRUCTION-FULL HEIGHT WALL PER IBC. E__] EXISTING CONSTRUCTION TO BE REMOVED Ob REMOVE MECHANICAL, ELECTRICAL AND PLUMBING AS REQUIRED UNLE55 NOTED OTHERWISE NOTE. CONTRACTOR SHALL MATCH EXISTING WALL CONSTRUCTION TYPE AS REQUIRED, FOR STRICT 01 REMOVE AND STORE ALL FIXTURES, FURNISHINGS AND EQUIPMENT PER ADHER=NGE TO CODE COMPLIANCE OWNERS DIRECTION 09/02108 OS SALVAGE ALL DOORS TO BE RELOCATED AS PER OWNERS DIRECTION p • EXISTIN5 FLOOR ANA DEMOLITION PLAN 01 GAP ALL GA5 AND WATER LINES AS REQUIRED / � � 0810 I SALE: I / 411 � 11 _ OII 10 PHOTOGRAPH THE EXISTING CONDITIONS OF THE HOME PROTECT ALL AREAS WHERE NO WORK 15 TO BE COMPLETED RETURN AREAS OF NO WORK TO THEIR EXISTING FLOOR PRE-CONSTRUCTION CONDITION AT THE TIME OF COMPLETION OF THE PROJECT AND DEMOLITION II PROTECT ALL SURFACES FROM GONSTRUGTION DAMAGE AND DEBRIS PLAN 12. NOTIFY ARCHITECT AND ENGINEER OF ANY P15CREFANCIES OR STRUCTURAL CONCERNS PRIOR TO DEMOLITION OF SAID STRUCTURE DP1 VI TOR DONALDSON OL 2ND FL UNIT ABOVE FIN FL 115'-O" EXISTING WOOD SIDING TO REMAIN ARCHITECT EXISTING STUCCO FINISH TO REMAIN PLANNING INTERIORS EXISTING METAL HAND RAIL TO BE ( I I , UPGRADED TO COMPLY W/ 2003 I BG REGUIREMENT5 SUBMIT SHOP DRAWINGS PRIOR TO INSTALLATION —� / I ARCHITECTS !-- -- --_; I - ---- ,\\T� EXISTING COVERED TERRACE /f 0 0 4 8 E BEAVER CREEK BLVD OIL FIN FL ELEV --- - SUITE 2 O f 105'-0" BOX 5300 EXISTING O H GARAGE DOOR TO REMAIN AVON , CO 81620 970 . 949 . 5200 APPROXIMATE LINE OF EXISTING STONE v m d a@ v m d a. c o m AND GRADE FAX 949 . 5205 et-\FIN GARAGE LEVEL P2 0z CSR V1 ,� K FARTIAL EXISTINO EAST ELEVATION O ( _ 1 oil AP, EXISTING COVERED TERRACE ,d-\2ND FL UNIT ABOVE FIN FL 115'-O" EXISTING WOOD SIDING TO REMAIN EXISTING STU-,GO FINISH TO REMAIN W 7� 777 F Q EXISTING METAL HAND RAIL TO BE � / %/ , _ � O UPGRADED TO COMPLY W/ 2003 IBC // a 0 REGUIREMENT5 SUBMIT SHOP DRAWING5 PRIOR TO INSTALLATION O 77-9- 1111 FIN FL ELEV -- - — • G �®A o OctEXISTING DOORS z F- O Ouzo APPROXIMATE LINE OF EXISTING STONE / \ w � 0L O WALL AND EARTH BERM TO REMAIN �� w In O oC< 3: C.) w / ~ ..1bJ OlL FIN GARAGE LEVEL P2 \, z w C W C aLu W o J 0 J PARTIAL EXISTIN6 NORTH ELEVATION WALE: 1 / 4" = 1' - 0" (Z)COPYRIGHT Victor Mark f Donaldson Architects All Rights Reserved 1 09/02/08 1 : 1 0810 PARTIAL EXISTING ELEVATIONS 1 A2. 1 V O . , . DONA LDSON EXISTING WOOD 51DIN6 TO REMAIN EXI5TIN6 FIN FLOOR ELEV 115'-O" ARCHITEC EXI5TIN6 WINDOW TO REMAIN PLANNING EXI5TI%5=60 FIN15H TO REMAIN INTERIORS EX15TINO SLIDING 6LASS DOORS TO REMAIN - ----- ---- --, EXISTING METAL HAND RAIL TO BE O UPGRADED TO COMPLY W/2003 IBC REQUIREMENTS SUBMIT SHOP DRAWINGS PRIOR TO INSTALLATION /` ARCHITECT S 42" HIGH TO WALKING SURFACE PER I I —— 1 � — � __ _� CREEK BLVD 2003 IBC,SECTION 1012 / —� I — 0 0 4 8 E BEAVER _ _ _ NEW STAIR GON5TRCTION SHO IN BACKGROUND U WN EXISTING FIN FLOOR ELEV 105,-0" F SUITE 207 FRAME IN OPENING W 3 %s"METAL — BOX 5 3 0 0 STUDS AT 16' O.0 MATCH ALL EXTERIOR AND INTERIOR MATERIALS AND COLORS AVON , C O 81620 (3)NEW WINDOWS AND BILL TREATMENTS EXISTING WINDOW TO REMAIN TO MATCH EX15TINO FRAME AND COLOR EXISTING COMMON GARAGE DOOR TO REMAIN — 910 . 949 , 5200 MATCH EXISTING STUCCO FIN15H AND u m d a@ v m d a. c o m COLOR PROVIDE FLUSH WALL TRANSITION — FAX 9 4 9 . 5 2 0 5 $FIN GARAGE LEVEL P2 95-O APPROXIMATE LINE OF EXI5TIN5;,STONE KALL AND LANDSCAPE AREA TO REMAIN � �; !0 ` UIC R r o T M K .r FARTIAL NEN EAST ELEVATION � f` DON N OI 50ALE: 1 / 411 1 oil � . � V �D ARC W FRAME IN OPENING BELOW EXISTING HEADER W/5 1/2" METAL STUDS AT 16" Q Lf) O G MATCH ALL EXTERIOR AND INTERIOR MATERIAL5 AND COLORS CL AK EX15TINO FIN FLOOR ELEV R O 115'-O" EXI5TIN(5 WOOD SIDING TO REMAIN Z CIO) EXISTING 5TUCG0 FIN15H TO REMAIN O CD EXISTING SLIDING GLASS DOORS TO — -- - ---- - — ----� x O r REMAIN O OO EXISTING CONCRETE SLAB AND PAN EXISTING METAL HAND RAIL TO BE �j /� // ft UPGRADED TO COMPLY W/2003 IBC Z 0 EXISTING STEEL BEAM REQUIREMENTS SUBMIT SHOP DRAWIN55 > F 0 Z D PRIOR TO INSTALLATION NEW 3 1/2"METAL 5TUD5 AT 16" O.G. W/ R- 19 PAPER 3" NEW 5LIDIN6 GLA55 DOORS MATCH BACKED BATT INSULATION TO MATCH EXISTING INTERIOR DOOR THRESHOLD SHALL COMPLY W PROVIDE 7 b" CONTINUOUS GALV METAL FLASHING MATERIALS AND COLORS OF EXISTING 10� 0 FINISHES TO MATCH EXISTING %4" EXTERIOR 2003 IBC SECTION 10081 6 SET IN CONTINUOUS MASTIC 5LIDING GLA55 DOORS 00000 W J PLYWOOD 5HEATHING W/ "TYVEK"BUILDING WRAP 0 AND STUCCO FIN15H AND COLOR TO MATCH EXISTING NEW &" WIDE CONCRETE CURB at-\EXISTING FIN FLOOR ELEV W/(I) #5 BAR CONTINUOUS 105'-0" f 0 V NEW 2x6 WOLMANIZED WOOD JOISTS AT Ib OG ON EXIS NO NEW 2xb WOLMANIZED WOOD J015T5 AT I6" OC ON E STING EXISTING STUGGO FINISH TO REMAIN WATERPROOFING MEMBRANE W/ FULL DEPTH WATERPROOFING MEMBRANE W/ FULL DEPTH EXISTING DOORS TO REMAIN z J Q Q RIGID FOAM INSULATION TYP IN EACH RIGID FOAM INSULATION TYP IN EACH — W > FLOOR CAVITY Al%4" EXTERIOR GRADE PLYWOOD FLOOR CAVITY. W/ %" EXTERIOR GRADE PLYWOOD NEW LIVING NEW CONCRETE STAIRS AND FOUNDATION CC SHEATHING AND 2 %4" LIGHT WE16HT CONCRETE SPACE SHEATHING AND 2 3/4" LIGHT WEIGHT CONCRETE WALLS RE. STRUCTURAL �— G TOPPING MATCH EXISTING FLOOR ELEVATION TOPPING MATCH EXISTING FLOOR ELEVATION / W NEW FLOOR JOIST HANGER (TYP) 120 / ;� r— � � � RE. STRUCTURAL 1 PRIVATE PROPERTY NO TRESPASSING XI TIN T O B 105'-0" TOP OF NEW SLAB J CQ TO MATCH EXI5TING SLAB TYP ° a O -O MATCH EXISTING FL-0-0R-)- LOG o a j �- APPROXIMATE LINE OF EX15TINC STONE _ ob XI TIN TO PAVERS 4 ° � ,�^� = �--�=-,� - ° � X _ o � _ � WALL AND LANDSCAPE AREA TO I TIN T O PAVERS ' REMAIN (TYP) 104'-,t3" a ° n ° Q 104'-5" a dik FIN GARAGE LEVEL P2 E REMOVE AS REQUIRED AND > EXISTING CONCRETE BEAM REINSTALL EXISTING CONCRETE EXISTING CONCRETE SLAB AND PAN PAVERS 5ET IN SAND AS REQUIRED EXISTING STEEL BEAM ° SLOPE TOWARDS EXISTING DECK -- ----- — DRAIN PER 2003 IBC SECTION NOTE. ' 1008.1.6 EXISTING CONCRETE SLAB AND PAN PROTECT EX15TINO TREES AND ROOTS @COPYRIGHT 4 EXISTING STEEL BEAM WHILE EXCAVATION AND BACKFILLING Victor Mark Donaldson PARTIAL NEN NORTH ELEVATION Architects All Rights 14) GARAGE BELOW � Reserved v SCALE: 1 / 4" = 1' - 0" SECTION SECTION 11 09/02/08 � SCAM 3 / 4" a 1' - D" � SCALE: 3 / 4" = 1' - oil 0810 PARTIAL NEW ELEVATIONS AND DETAILS A2.2 V O . , . D • ON FIN HEAD HEIGHT III � 5T 5T 5T —� 5TT I b� W I I 0 W P I 1 D D ® ® R H E D L I Lm E WINDOW FRAME REMARKS TEMPERED TEMPERED O QTY. LOCATION 1 GLASS ----- - _ GLASS ELEV MAT'L TYPE WIDTH HEIGHT MAT'L FIN I-EAD HT FIRST FLOOR FIN FL ELEV _ = INDICATES EXISTING WINDOWS AND 5LIDIN0 GLASS DOORS TO REMAIN O'-O" 3'-0" 3'-O" 3'-D" A 3 NEW LIVING SPACE 121 A WC, AN 3'-O" 6'-0" WG 5T V-10" MATERIALS AND FIN15HE5 TO MATCH EXISTING WINDOW5 (SLIDING GLA55 DOORS) I NEW LIVING SPACE 121 B ALUM 5L q'-O" b'-b" ALUM FACT V-10" MATERIALS AND FINISHES TO MATCH EXISTING SLIDING GLASS DOORS PLANNING O INTERIORS O WINDOW MATERIAL WINDOW TYPE GENERAL NOTES SINCE 1977 NOTE 5T = STATIONARY GLASS / FIXED UNIT MATCH EXISTING AN AWNING - ALL DIMENSIONS ARE FROM FACE OF FRAME TO FACE OF FRAME 51- SLIDING GLASS DOORS - THE DIMEN51ON INDICATED FOR THE HEAD MOUNTING HEIGHT 15 TO THE TOP OF WINDOW FRAME CONTRACTOR TO VERIFY ALL ROUGH OPENINGS & HEAD HT5 W/ MFR PRIOR TO INSTALLATION ALL WINDOW AND WINDOW/DOOR UNITS TO MATCH EXISTING. ARCH I T E C T S III I III I - WINDOWS SHALL BE DOUBLE PANE 'LOW E' AS RATED BY THE MANUFACTURER. WEATHER STRIPPING AND k� � I�k � ® !� I�} ® � � � FLASHING AT WINDOWS SHALL BE TIGHT TO THE WEATHER AND MADE 50 AS NOT TO ALLOW LEAKAGE OR 0048 E BEAKER CREEK BLVD MOISTURE INTRU51ON AT ANY JOINTS - WINDOW5 NOT SHOWN ON TH15 SCHEDULE ARE EXISTING AND ARE TO REMAIN SUITE 2 01 I EVERY SLEEPING ROOM SHALL BE PROVIDED WITH AT LEAST ONE - REFER TO WINDOW ELEVATIONS THIS SHEET FOR WINDOW OPERATIONS OPERABLE ESCAPE WINDOW MEETING THE REQUIREMENTS LISTED BOX 5300 A SHALL HAVE MINIMUM NET CLEAR OPENING OF 51 SQUARE FEET B MINIMUM OPERABLE HEIGHT SHALL BE 24". G MINIMUM OPERABLE WIDTH SHALL BE 20" ® ® U L S AVON , C 0 81620 D THE SILL MUST BE NO MORE THAN 44" ABOVE THE FLOOR 2. SAFETY GLAZING--ALL WINDOWS AND GLASS SHALL COMPLY TO 203 IBC, SAFETY GLAZING 15 REQUIRED AT QTY LOCATION DOOR FRAME HARDWARE REMARKS 910 9 4 9 6 2 0 0 A FIXED AND 5LIDING PANELS OF 5LIDING DOOR A55EMBLIE5 FIRST FLOOR FROM TO WIDTH HEIGHT THICK MAT'L FIN TYPE GLAZING ELEV TYPE FIN HEAD HT GROUP B AT ALL SHOWER AND TUB DOORS G ALL 5LA55 IN TUBS AND 5HOWER5 LE55 THAN 60" ABOVE THE STANDING SURFACE vmda@vmda. com OF THE TUB = INDICATES EXISTING DOOR TO REMAIN D 6LAZIN5 ADJACENT TO A DOOR WHERE THE 6LAZIN6 I5 WITHIW 24" OF EITHER EDGE FAX 9 4 9 , 6 2 0 6 OF THE DOOR AND 15 LE55 THAN 60" ABOVE THE FLOOR 106 2 MODIFIED BEDROOM 106 CLOSET PR 6' 3-0" -b" 1 3/4" WD 5T BI-PASS - I WD 5T b'-10" - MATCH EXISTING CLOSET DOORS STYLE AND COLOR E GLASS WITHIN 16" OF THE FLOOR I. ALL INTERIOR WOOD ON WINDOW5 TO MATCH EXISTING 110 2 MOD LIVING RM NEW SITTING AREA PR 2'-0" b'-b" 1-3/4" 5C 5T POCK - 4 WD 5T 6'-10" - MATCH EXISTING DOORS STYLE AND COLOR 2 CONTRACTOR TO VERIFY ROUGH OPENINGS FOR WINDOW SIZES 113 1 MODIFIED BEDROOM 115 LIVING ROM 112 3'-0" 6'-b" 1-3/4" 5C ST 5W - 3 WD 5T b'-10" #3 MATCH EXISTING DOOR STYLE AND COLOR 114 1 EXISTING HALL 116 NEW POWDER ROOM 2'-b" 6'-b" 1 3/4" Sr, ST SW - 2 WD ST b'-b" #1 MATCH EXISTING DOOR STYLE AND COLOR OZ 0 b'-0" 3'-O" 2'-6" 4'-O" " TYPE " 1YP " TYP " TYP Vic A o DOOR MATERIAL DOOR TYPE DOOR FIN15H GENERAL NOTES D© ON - 5G 50LID GORE WOOD 5W 5WINGING DOOR 5T STAIN - CONFIRM KEYING CONFIGURATION WITH OWNER PRIOR TO INSTALLATION Y- (MATCH EXISTIN(5) 5L SLIDING (MATCH EXISTING) - ALL DOORS ARE TO BE INSTALLED SHALL MEET AN51 $ ADA REQUIREMENTS 8 V POCK POCKET DOORS - MATCH EXISTING BUILDING 3TANDARD5 IF APPLICABLE Zvi - MOUNTR ALL OOR ACCE55 HARDWARE PERT MFR'S RECOMMENDED EIGHTSR TO INSTALLATION SFD ARG\N� tmALL DOORS NOT 5HOWN IN TH15 50HEDULE ARE EXISTING AND ARE TO REMAIN = O (PAIR 5I-PA55 O O q (PAIR POCKET ® ® W 4 R E G R 0 U R 5 DOOR5) O DOORS) GROUP I DESIGNATION SIZE NOTES HINGE MATCH EXISTING 4y2"X 4Yz' I. ALL LOCKSET5 TO MATCH EXISTING w PASSAGE SET MATCH EXISTING 2 HINGES /PULL / PUSH PLATES TO MATCH EXISTING CI) FINISH MATCH EXISTING 3 VERIFY ALL HARDWARE WITH DOOR HARDWARE SIZE Lfl GROUP 2 DESIGNATION REPRESENTATIVE =4Y2..X 4yZ' 4. PROVIDE I Y�' PAIR HINGES PER DOOR 0 HINGE MATCH EXI5TIN6 a Z T- LOGKeET MATCH EXISTING FIN15H MATCH EXI5TIN6 o GROUP 3 DESIGNATION 51ZE Z MATCH EXISTING Q HINGE 4Y�'X 4Y2" PRIVACY SET MATCH EXISTING z FINISH MATCH EXISTING Q 0 o MCC co (10 z F- 0 O91mZo wWC� O � 0 0 Q � 0 � MimioJ z > Lu 0 Lu Lij J 4 C) J 0 > J_ Q > ©COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved 1 09102108 1 : 0810 SCHEDULES AT 1 V � . ON 3 S1.0 'T SEVILLA EXPANSION ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED EXACT BEARING REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE UGUST 6,2008 ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY 1 CONCRETE POURED AGAINST EARTH 3" CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL TORS OF FOOTINGS 2 CONCRETE POURED IN FORMS(EXPOSED TO WEATHER OR EARTH) 2" GENERAL NOTES SHALL BE A MINIMUM OF 48"BELOW EXTERIOR GRADE D REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH C ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATJRAL SOIL OR SECTIONS 7 5, 7 6 AND 7 7 OF ACI 318, LATEST EDITION LIVE LOADS USED IN DESIGN PROPERLY COMPACTED BACKFILL,APPROVED BY THE SOILS EN31NEER BACKFILL SHALL BE COMPACTED TO 95%(MINIMUM)MODIFIED PROCTOR CENSITY PER ASTM E NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR D1557 UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT IF SOFT SPOTS ARE AUTHORIZED BY THE STRUCTURAL ENGINEER LAP SPLICES,WHERE PERMITTED,SHALL A WIND ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL(RE SOIL BE A MINIMUM OF 48 BAR DIAMETERS FOR#6 BARS AND SMALLER AND SHALL BE A 3 SECOND GUST 90 MPH REPORT FOR DESCRIPTION OF BEARING SOIL) MINIMUM OF 80 BAR DIAMETERS FOR#7 AND#8 REINFORCEMENT UNLESS NOTED FASTEST MILE 75 MPH WISE MAKE ALL BARS CONTINUOUS AROUND CORNERS EXPOSURE B D CONTRACTOR SHALL BACKFILL EQUALLY ON EACH SIDE OF FOUNDATION WALLS IN 12 ARCHITECTURE INCH MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED IN THE SDILS REPORT REFER F PLACE TWO#5(PER 8"THICKNESS)WITH 2'-0"PROJECTION AROUND ALL OPENINGS IN PLANNING B SNOW TO SOILS REPORT FOR BACKFILL MATERIAL CONCRETE WALLS, SLABS,AND BEAMS ALSO PROVIDE TWO#5 X 4'-0"DIAGONALLY AT FLAT ROOF SNOW LOAD Pf 100 PSF EACH CORNER Y^2 INTERIORS SNOW EXPOSURE FACTOR C. 10 E CONTRACTOR TO PROVIDE,AT HIS EXPENSE, FIELD DENSITY TESTS ON COMPACTED THERMAL FACTOR Ct 10 FILL UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE S1.0 • GENERAL I C LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE F NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY D CODE USED IN DESIGN 2003 IBC BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE A ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS ARCHITECTS G FOR SOIL DRAINAGE REQUIREMENTS REFER TO SOILS REPORT AND CIVIL DRAWINGS B VERIFY ALL OPENINGS THROUGH FLOORS AND WALLS WITH MECHANICAL AND _ TESTING. INSPECTIONS AND OBSERVATIONS SLAB ON GRADE REQUIREDACON ECT O S ARE CONTRACOTOR'S COMPLETE RESPONSI ILITYAND I I EXISTING TREES TO REMAIN 0 0 4 8 E BEAVER CREEK BLVD , A THE PREPARATION OF THE SUBGRADE FOR THE SLAB ON GRADE SHALL BE IN STRICT C SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL CONCRETE I SUITE 207 A THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS ACCORDANCE WITH THE PROJECT SOILS REPORT REFERENCEDABOVE THE REINFORCING,STRUCTURAL STEEL, LAMINATED WOOD FRAMING MEMBERS,WOOD EXISTING STONE WALL SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRADE PREPARATION JOISTS, LOG FRAMING MEMBERS,STEEL OPEN WEB JOISTS AND METAL DECK THE ' BOX 5 3 0 0 REQUIREMENTS TO THE GEOTECHNICAL ENGINEER MANUFACTURING OR FABRICATION OF ANY ITEMS PRIOR TO WRITTEN REVIEW OF SHOP 1 SOIL PREPARATION CONCRETE DRAWINGS WILL BE ENTIRELY AT THE RISK OF THE CONTRACTOR a EARTHWORK EXCAVATION, PLACEMENT AND COMPACTION OF FILL D WATERPROOFING,VAPOR BARRIERS,WATERSTOP, ETC,SHALL BE AS SHOWN ON THE AVON , CO 81620 I I'-�" AND IN-PLACE DRY DENSITY OF THE COMPACTED FILL FOR A ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE 1/II PORTLAND CEMENT, ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS CONFORMANCE WITH THE APPROVED REPORT STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS — I 7 E ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR 9 I 0 . 9 4 9 . 5 2 0 0 2 CONCRETE CONSTRUCTION CONCRETE ITEM F'C MIX TYPE MAX W/C RAT %AIR REQ WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE a PERIODIC INSPECTION OF REINFORCING STEEL AND PLACEMENT FOOTINGS 3000 psi STD --- --- F ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND 1 — vmda@vmda. com b PERIODIC VERIFICATION OF USE OF REQUIRED DESIGN MIX FOUNDATION WALLS 3000 psi STD --- --- ARCHITECTURAL DRAWINGS C CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND G CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS IF CONDITIONS ��- FAX 9 4 9 . 5 2 0 5 AIR CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE B IF CONCRETE SUPPLIER PROPOSES USE OF FLYASH HE SHALL PROVIDE OWNER WITH ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER CONCRETE LETTER INDICATING COST REDUCTION AT TIME OF BID THE MOCULUS OF ELASTICITY d CONTINUOUS INSPECTION OF CONCRETE PLACEMENT OF ALL CONCRETE SHALL EXCEED WC1 5 33 4F'C (OR 57,000 4F'C NORMAL WEIGHT H PRE-MANUFACTURED HANDRAILS,AND GUARDRAILS NOTED ON PLAN SHALL HAVE ALL FOR PROPER APPLICATION TECHNIQUES CONCRETE) ENGINEERING, DESIGN AND DETAILING PROVIDED BY STAIR DESIGNER AND SHALL BE e PERIODIC INSPECTION FOR MAINTENANCE OF SPECIFIED CURING SUBMITTED FOR ARCHITECTS REVIEW BEARING THE SEAL OF A PROFESSIONAL ENGINEER ( - TEMPERATURE AND TECHNIQUES C ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE REGISTERED IN THE STATE OF COLORADO STAIRS SHALL BE DESIGNED TO SUPPORT A LIy� WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE USE LOAD OF 100 PSF SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS ANC Ti FOUNDATIONS STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE ALL EXPOSED EDGES OF CRITERIA CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER °5 ' A THE ALLOWABLE SOIL BEARING PRESSURE ASSUMED IN DESIGN IS 2000 PSF THE CONTRACTOR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT THE REINFORCEMENT C r FOUNDATION EXCAVATION SOILS ENGINEER SHALL VERIFY IN WRITING THE ACTUAL NE� STAIRS / FOOTINO SOILS CAPACITY IS EQUAL TO OR GREATER THAN ASSUMED A ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM A615,GRADE 60 5GALE: 1 / 411 _ 11 _ OII ��:,,�141r�9"'•�-e"5�N�y �f r� AL HAD RAIL NEW CONCRETE WALL 9/4" CHAMFER ( MATCH EXISTING TERRACE CURB) Lij8" WALL WIDTH TO MATCH EXISTING 1_0 (2) # 5 BARS CONTINUOUS Q (2) # 5 BARS CONTINUOUS ° o o NEW METAL HAND RIAL PER 2003 IBC SECTION IOOq LO O #4 BAR AT EACH NOSING ° BROOM FIN15H AT ALL NEW CONCRETE SURFACES O 0 — Z #4 x 3'-O"� AT I'-O" 0 I o Q GONTINUOU5Y2' x 4" ASPHALT IMPREGNATED z 1 9T MATERIAL ° #5 BARS AT 12" 0 G HORIZONTAL AND �' O LO #4 BARS AT 12" O,G,VERTICAL 0 Z r 00 #4 BAR W/ 1'-0"" LEG AT 12" 0 G z U) O # 5 BARS AT I'-6" O G — ° d 0 � z # 5 BARS AT 12" O G VERTICAL ° � o V III=1 11=1 11=1 11=1 11=1 i- _ _ - -III=II I-II I=III-III=III=III- o ? h� -III-III-III-III=111-III=111 _ , W LLJ 0 -I 11-I 11-II I-I 11=1 11=1 11-I 11-I 11=1 1=1 11=1 11=1 I I-IIEl I El 11=1 I=III=I 1 ° O Y n R — #5 BAR W/ 6" LEG AT 12" 0 G o t 1=1 1=T=1 1=1 1=III-1 -I 1=1 I- ° �1�-111=i<1�= t l i l 1�1"��I i 1= � - i=III=111=III-III=111-111=111-I 1=III=111 _I-111=111__ I_I=111=III—I 1=1 1=111=1 TI-111=lli-Ili-111=Ili=III=III-III-III-III-_ ° OWENR SHALL MAINTIAN NEW EXIT STAIRES TO BE FREE III= = = = = = =111=11 F 0 Oct V 0 1=III=III-III-III=III-III-III=III-III-III-III-I o ITi-III-III-111-111-111-111-111-1i1-1 i I-III-I i 1-III- 1=1 11=1 11=1 11=- 11=1 11=1 11=1 I I-1 11=1 �� 0 EXISTING GRADE I=TI=ITi=111-Ill-III-II I-III-III-111-III=III-111=1I=_ OF ICE AND SNOW PER 2003 IBC FOR GONTINOUS _ = __ — = 1= I_ = _ # 5 BARS DOWEL AND EPDXY MIN 6 INTO EXI5TING =III=III=III=III=III=III=III-III-III-III-III-III-III=III-i, o �� Q J X GRADE -III=III=III=III=III=III=III=III=III=III=III=fII=III=III-Ii_ o UNINTERRUPPED EXIT TRAVEL CONCRETE WALL AT 12 O G - _ _ -III-111=111=1I1=111=111=111=111=III-III-III=111=111=III-III_ -7 III=III-III=i -i- I---III III=III=III-III-III-III-III-III-III-III-III-111-_ #5 AT I'-O Z 11=III=Ill-III= I_ 111= _T1- I-111-111=111=111=111=111=11 EII =111=I 11=111- I- ° z o T_I-Ili-Ili- li=Ili=ITi=Ili=IT-1-I1 1=111=1I�=11 1=11 1=i 1== -!-Ill=111=11i=11i=1t _ #4 AT I-O # 5 BARS AT I'-b" 0 G HORIZONTAL W 111=I I II-I 1=11 I-I 11=111-I 11=1 I I-I 11=1 I I-III-III-II �1=�=11�-III-I 11=1 I I__ =1 I I I 1=1 11=1 11=1 11=1 11=1 11=1 1 1=111=1 I El 1 1=111=111=I-III-III-1111=1I-111=1 11=I I-- L 1=1 II I W (ITI ( II1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111I11111111=11II�1 ° ° p # 5 BARS AT 12" 0G VERTICAL 1=1 11=1 11=1 f 1=1 11=I I I1=1 I I=1 11=t 11=III-III-III-III-I 11=1I I-I 11=1 11=1 11=1 11=ITI=1 I I-I I�=1 11- 1 I-III-I 1=1I 1=1I 1=1I 1=1 1=1 1=1 1=1 L-I 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=ITI=I I I=1 11=1 1 0 O 0 W _ � 1=1 11=1 11=1 11=I I I1=I I I1=I I I1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=I I I1=1 11=1 11=1 11=1 11=1 11=1 11=1I 1=1I 1=1 11=�� � - I 1=1 1=1 1=1 1=1 1=1 1=1I-I 1=1 1=1 1=1 1=1 1=1I 1=1 1=1 1=1 1=1 1=1 1=1 I-I 1=1 1=1 1=1 1=1 1=I - co 1=111=111=III-111=111-111=111=111=11 ell I-III-III-111=111-111=111=III=III=111=III=111=III-III=Ill-Ilr �� 3/4" CHAMFER (MATCH EXI5TING TERRACE CURB) O =III-III-III-III=III-III-III-III=III-III-III-III=III-III=III-III=III-III-III=III=III-III-III-III-III-III-_ o V J �t 1=III=III=11 f-III-III=111=I I I=111=111=111-I I-I I I-III=111=111=I I I=111=111=111=1I l=l iTi=TI I=TIi=lI i-Ti- = = 11=111=111=111=111==III - O 111=111=ITi=111=III=III=I I-I I-II1 I i=III=III=111=111 Ili=111=111=III=1IBI=If11 i I 1 q) NEW MEATL HAND RAIL PER 2003 IBC SECTION Q — 1=1 11=1 11=1 I-III-III-I 1=f I-I -I I-111=1I 1=1 11--11-I 11=1 I El 11=1I 1=1 11=1 11=1 11=1I 1=1 11=1 I I-I 11=11 El I I-I I-I I ) CONTINUOUS KEY WAY ITi-III-III-III-111=111-111-111-111=111=III-III-III-III-ITI=III=111=III=111=111=III=111-111=111=111;111=111-111=11-_ ° o IOOq > =1 I1=111=�=-ill-III-I I1=1I I-III-III-III-I I1=1I I-III-I 1=1I I-III-III-III-I I1=111=111=111=1I=1I-I I-III-III-III-III- \ �qb I-III-I_I=1 1=1 1=1 1=1 1=I I=11 1=I I=1I 1=1I 1=1I F1 1=1I 1-1I 1=1I 1=1I 1=1I 1=1I 1=111=1I 1=1I 1=1I 1=1I 1=111=1I 1=1I 1=11=1I1=i- T.O.F. 1I 111=111=1I I=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=1I=111=tI1=111=111=111=111=1 _ ° \ J � Q .� _ -III-III-III=III=III=III=III=III=III=III=III=III=III=III=III=III=111=III=II=III=1IL--III- ° 1-I1=T1-1IEiI1=1IElIi=1Ii=111=1I1=Ili=111=111=111=Ili=lit=111=III=111=Ili=Ili=111=1II \ EXI5TIN6 STONE WALL BEYOND Q � fi -III-III-III-III-III-III-III-III-�I I-III-III-1 I I-III-III-III-III-t 11-III-I I-III-I 11=1 I I-III-1� �� =111=11i=ITI=Ill=111-Ili-IiI-III=111=Ill-111_111=Ill=1iI=111-Ili=III-lli-III=ITI=11i=11i=Ili=t _ ° ° II \ # 5 BARS DOWEL x I'-O" AND EPDXY MIN 6" INTO 0 o 1=1 I-III-I 1=I L-III-III-I_I=1_I-I 11-III-III-III-III-III-III-III=1 -I I-III-III-I 1=1 I-III-I _ l-i =1 -I 1=1I 1=1I 1=1 I-III-I I-1_I 1 7I 1=1 -I_I I-III-III=1I 1=1 1=1 -1 I-I 1=1 1=I 1=1 -III=1 I I-_ TYP 4 " ob I=111=111=I 1=111=I 1=III=ITI=11i-I I1=III=I -I I-Ili-lli=l I=lll=l I1=i=111-Ill=l 1=11i=11i=11t=11i- ° #4 x 2'-O"\— 1'-4" AT 1'-0" 0 G EXISTING CONCRETE WALL AT 12 Or I'll 1=I „1' 1=111=III=1 1=1 I-III-III=1 1-III-III-III-III-I 1=1 L=1 11=I I-I 1=1 I-III-III-III-III-III-III-III-III-III-I o III=11 1-I I=1 1=1 1=i 1=1 1=1 1= 1=1 =1 1=111=1 1=1 1=1 1=1 1=1 1=1 1=11=1 1=1 1=1 1=1 1=1 -­1=111=1 -1 1=1 -1 1=ITI=1 1=i 1=1 1=1 1=1 1=1 1=1 1=1 I-1_I-1I-1 1=1 1=1 1=1 -1 -1 1=1 1=1 1=I 1=1 1=1 T F = „ III=III-111=111=III 3-O I-O -111-III=11=111=111-1i o EXISTING BRICK PAVERS CREATE FLUSH EDGE -' 2'-0” I I=111=11-III-I 11-IIf-I 1_ _ II=III-III-III=III=III-III- o WHERE DISTURBED =1I —I (=1' EXISTING 12" WIDE CONCRETE WALL I I1=I I II-III-I I1=I I II-I I1=I I II_II I I=� ° -ITi=11i=11i=111=111=Ili=111=11i= @COPYRIGHT -11 _ Ti=111-Ti=ITI=1T1-Ill-ITI=ITI-III-I - =1 =1' ITI-111-Ili=111=III-111=111=111-T1-111-_ ° GONTINUOU5Y2" x 4" ASPHALT IMPREGNATED Victor Mark 11i=Ili=Ili-Ti-IT_I-Ti-Ti-lit=Ti=111-Ti-_ I =III—I Donaldson ITI_ITI_il1_II1=111_111=1i1=111=ili=ITI=III_ EXPANSION MATERIAL j=_I CONTINUOUS KEY WAY Architects 'I I I=1 I I=1 11=1 11=III-III-I 11=1 I I-III-I 11=1 I I-1 11=1� -ITi=11=ITi=Ili=1_TI=IT_I=Ili-Ill=Ili=Ti=11i=ITI=11 =111-111=— — I1 All Rights ITI=111--1 i 1=Ti-I 11-Ti-Ti=111-Ti-111-III-Ili=1 i I-111-_ Ii-11i-iT 1- Reserved T.O.F. III-III-III-III=III-III=III-III=III-III-III=III-III-III- III-III # 5 BARS CONTINUOS I -1 1=T1 -=t 1=1 1=1 1=1 1-1 11=1 1= 1=1'1=1 1-�(=jf-1 1 1 IF r EXISTING FOUNDATION AND FOUNDATION WALL BEYOND z FOR EXISTING STONE WALL I Y -11 - =III� ill O O 8'-0" 7'-2" o (3) # 5 BARS CONTINUOUS — o CL 1 09102108 1 � � 0 0 - Il it 1 1, -- =11- m o 1 : 1 0810 (� =111 = -�r ITI= I_ = =� #5 AT I'-0" x m =1 -1 =1 =1 - 21-011 ALT LEC75 511 FOUNDATION PLAN SECTION AND GENERAL NOTES FOUNDATION BALL AND STAIR SEGTICN- SEGTICN- 50ALE: 1 II _ 1 it 50ALE: 5/4" = 1'-0" 1 S 1 . 0 I/2 - I -O .1 SPRINKLER LEGEND SYMBOL MANUFACTURE MODEL TYPE FINISH ORIFICE THREAD K FACTOR TEMP ESCUTCHEON QQ Per Specs Per Specs Pendent Chrome 1/2" 1/2" 5.6 155' Chr 2-Pc ® Per Specs Per Specs Pendent TBD 7/16" 1/2" 4.2 160' Recess Z 0 0 Per Specs Per Specs Upright Bronze 1/2" 1/2" 5.6 200' None a ® Per Specs Per Specs Horiz SW White 7/16" 1/2" 4.2 160' Recess ® Per Specs Per Specs Dry HSW Chrome 1/2" 1" 5.6 200' Chr Std W W 0 Q Per Specs Per Specs Horiz SW Bronze 1/2" 1/2n 5.6 1 286' None Z 0 NOTE: SPRINKLER MANUFACTURER AND MODEL SHALL BE CHOSEN BY THE SPRINKLER CONTRACTOR, Fn COORDINATE SPRINKLER AND ESCUTSCEON FINISH WITH ARCHITECT AND INTERIORS. > w FIRE PROTECTION NOTES: 1. CONTRACTOR SHALL INSTALL FIRE PROTECTION SYSTEM TO EX PROJECT/ 5 / U / E / E. 11/ / I / V i REOPROTECTION SYSTEM AREA.OIN COMMON BUILD NCG AREASISTING 2. SPRINKLER LOCATIONS AND PIPING ARE SCHEMATIC ONLY AND ARE INTENDED TO REPRESENT THE DESIGN INTENT. FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR SPRINKLER, 'L SYSTEM DESIGN AND INSTALLATION. o 3. SPRINKLER SYSTEM SHALL BE DESIGNED PER NFPA 13. I I 4. COORDINATE ALL PIPE RUNS WITH STRUCTURAL DRAWINGS, REFLECTED CEILING PLANS AND INTERIORS. 0 - - LEGEND: 00 Cn i I I i SYMBOL DEVICE DESCRIPTION I 1 �EXISTING — — FACP O rn ATH ROOM ® I Fire Alarm Control Panel of of 10 I NEW LIVING I ANN rn r- Cq O1 SPACE LCD Annunciator MODIFIED 12Cj I c 0 EXISTING BEDROOM I I I BPS Booster Power Su I 1 0 � BEDROOM MODIFIED Supply ® 105 IFIED B T 108 LIVING ROOM I I 1 �- R00 � 109 I Manual Pull Station O SB 7 ? (D Cn O1 I I SB I I O Photoelectric Smoke Detector OPhotoelectric Smoke Detector i SB with Sounder Base OSB ® A RT D Duct Detector w/Test Switch I � � Horn/Strobe, wail mount L� c ® MODIFIED DINING ROCM ® 119 EXISTING OPEN Strobe (candela specified) TERRACE ao O ® NEW 121 FIRE ALARM NOTES: o EXISTING ITTING AR 7A 1 Q ® EXISTING ? SB ® WIC 1. FIRE ALARM SYSTEM SHALL BE DESIGNED IN ACCORDANCE � 110 BEDROOM WITH NFPA 72. O O 103 104 ® I I @ 2. FIRE ALARM CONTRACTOR SHALL COORDINATE ALL DEVICES T--- U LOCATIONS WITH OTHER TRADES AND CONTRACT DRAWINGS. O O 3. EXISTING FIRE ALARM PANEL IS A NOTIFIER BRAND. ALL m U NEW EQUIPMENT AND WIRING SHALL BE COMPATIBLE WITH O of O EXISTING SYSTEM. o- L- ® o 4. CONTRACTOR SHALL VERIFY BATTERY CALCULATIONS AND VOLTAGE DROP CALCULATIONS ARE COMPLIANT WITH NEW — — — — — — — @ — — — — — — = DEVICES INCLUDED. / EXISTING BAT ROOM o NEW 5. ENSURE ALL SMOKE DETECTORS ARE A MINIMUM OF 3' 102 < KITCHEN ® ® FROM DIFFUSERS. ® 111 MODIFIED 6. ALL NEW DEVICES MUST BE COMPATIBLE WITH EXISTING FIRE 0 BEDROOM ALARM CONTROL PANEL, TO REMAIN. EXISTING EXISTING I I 115 BEDROOM Z O ENTRY 118 ? _ O 101 PO D RE ROOM SB ® W 0 �n 114 1 MODIFIED BATH V O ROOM Q Q � I 113 '4 ° � �� - - - - - - - - - - - ' - � SB FLAG NOTES: o LLi NEW O BATHROOM IS UNDER 55 SQUARE FEET. 'S ENTRY N 'N ® EXISTING SPRINKLER COVERAGE NOT REQUIRED. \� ® 100 LAUNDRY ROOM ® I HALL O ® ® / Uj 11? 116 SB O z W r � Q 0 :Z --j EXISTING EXISTING BATH G Q I I WIC ® ® ROOM W 1 W O Q 119 117 ry W ry ry W j L_L- 0 L OO � � z W Cn z Uj o 0 0 UNIT FLOORPLAN SCALE 1/4"=1'-0" U) Q W cn W 1� cW 0 W G � Z � LJ_I W U E W O � W 0 IC,� Ova. e%ja.sFQ , SHEET DESCRIPTION UNIT FLOOR PLAN •W M. :O DATE/ISSUE 8/26/08 COORD �3 1261 , SHEET# t FP-01 ` t V • R MARK PROVIDE FLUSH TRANSITION • ON FROM EXISTING TERRACE TO NEW V E E I X42 2 STAIR LANDING NEW WALL TO MATCH ALL 1 I NEW 32"x 42" HIGH WIDE GATE TO MATCH METAL EXISTING MATERIALS (NP) CONFORMANCE A2 I A2.2 CONTRACTOR TO VERIFY CEILING I EW ER ENGY CONCRETE A TE EORE555TAIR5 HEIGHTS AND FIN15HE5 TO MATCH EXISTING LIVING ROOM AT THIS AREA OWNERS TO PROVIDE MAINTAIN AND TO KEEP THEM I I I I (3) NEW WINDOWS - MATCH UNOBSTRUCTED TO PROVIDE ACCESS TO PUBLIC EXISTING FRAME AND COLOR I 3'-8' WAY AND SHALL COMPLY W/ 2003 IBC SECTIONS op 1022 AND 1023 SHADED AREAS INDICATES AREA OF EW 16 R ON AT 13" AND ADDITIONS (TYP) 15 TR AT 11" EACH W/ I" NOSING (VERIFY) O O OA NEW CONCRETE WALL RE ELEVATIONS AND ARC ITE — — — — — — _ — — — — STRUCTURAL PRMIN66 PLANNING EXISTING INTERIORS ATH ROD m3 SINCE 1977 10 - A2 2 i NEW LIVING r r r APPROXIMATE LOCATION OF EXISTING TREE TO ► SPACE r .. r r r REMAIN A R C H I T E C T S BEDROOM M EXI5rIN6 FIREPLACE I I I 12( B r r r r r f r EXISTING TO REMAIN O r I _ EXISTING LANDSCAPED AREA 0 0 4 8 E BEAVER CREEK BLVD BEDROOM MODIFIED EXIT TRAVEL PATH � � i 108 LI\/ING ROOM TD rXTERIOR OF BUILDING, �` 105 IFIE RIO � IOq � +■ r. r. r. �+ r.+w" ""' �EXISTING CONCRETE PAVERS AT ONEW SLIDING OLA55 DOOR TO BE SUITE 207 7 .�- REMOVED AS REQUIRED PAVER A2 2 RELOCATED EXISTING DOORS �`�' 1 SAND TO BE ADDED TO COMPLY BOX�/ O O AS RESPONSIBLE INSTALL NEW I WITH 2003 IBC SECTION 10016 /' / D X TO MATCH WHERE NEEDED NOTE ALL EW INTERIOR AND I FOR MAX .15" THRESHOLD I 2 XT ATERIALS AND I EXISTING PAVERS TO BE 1._2.. ,6,2,1 �% AVON , CO 816 2 0 15 5 AR TO MATCH REINSTALLED o , O EXI INC. VERI W/OWNER NEWM ALSTU 6" 0 C - / % 910 . 949 , 5200 / p W/%" T GWB A STONE NEW WALL TO MATCH ALL 0 gyp° VENEER N/ CHED HEAD ,,ND EXISTING MATERIALS (TYP) I �/ / %� EXI5TIN5 BRICK PAVER WALK WAY u m d a u m d a. c o m FAX 949 . 5205 DINING ROOM 96, / 120 EXISTING OPEN 2APPROXIMATE D EXISTING STEEL COLUMN TO/pREMAIN CONTRACTOR TO WRAP TERRACE LOCATION OF EXI5TIN6 STONE O FIREeRATIKGIX" GWB TO MAINTAIN 122 , RETAINING WALL BELOW � �� 4 O��T ; O EXISTING '�i F 4l APPROXIMATE LOCATION OF EXISTING TREE TO 00 VICE R C , EX15TING WIC \'O o „10 O REMAIN. �,, BEDROOM 103 o o EX15TING TUB DRAIN FLOOR 104 O PENETRATIONS TO BE FILLED FLOOR PENETRATIONS FOR THE 5HOWER WASTE LINE D N IV b` WITH CONCRETE, FULL DEPTH OF I TO BE SEALED W/ FIRE CAULK TO MAINTAIN THE i' `� f"• FLOOR SECTION AND FIRE O EXISTING FLOOR / CEILING ASSEMBLY FIRE RATING C �0 ,9�/ ��S" CAULKED IF FURTHER NEEDED TO RE SYSTEM NO F-A-1046 CAST IRON WASTE LINES \�{/ Q ,y MAINTAIN EXISTING FLOOR / ARE REQUIRED �D A'�G�' �O Cpl CEILING A55EMBLY FIRE RATINGS 5Y5TEM NO. F-A-1046 (TYP) - F-XI571NO OATH I FLOOR PENETRATIONS FOR THE EXI5TIN6 WA5HER ROO o a _ WASTE LINE TO BE SEALED W/ FIRE CAULK TO 02 MAINTAIN THE EXI5TIN6 FLOOR /CEILING A55EMBLY MODIFIED W FIRE RATING RE. SYSTEM NO F-A-1046 CAST IRO SEPARATE CONDOMINIUM UNIT THIS AREA WASTE LINES ARE REQUIRED O BEDROOM EXISTING NOT IN CONTRACT co O EXISTING I ;k IIS I BEDROOM t ENTR , O Y SEPARATE CONDOMINIUM UNIT THIS AREA C 118 Z r NOT IN CONTRACT I 101 ° PO EVA R M I'-8" 4" t, 0 CURRENT EXIT REQUIREMENTS � O (D 114 M DI ROOM FI D BATH I DISTANCE BETWEEN EXIT DOOR MUST BE j — OEQUAL TO OR OR GREATER THAN 1/2 Z a 113 I THE DISTANCE OF THE GREATEST z CO) "t t".. — — — — — — — — _ — ° — 113 DIAGONAL LENGTH DIAGONAL LENGTH O L0 = 16-10 3/4". DISTANCE BETWEEN y DOORS MUST BE AT LEAST 48'-5 315" 0 r NOTE, NEW O DISTANCE BETWEEN EXIT DOOR = 51'-8" 0 co QO THI5 MEETS AND EXCEEDS 2003 IBC I PROVIDE EXHAUST VENTILATION FOR EW DRYER �- ENTR N W 112 EXISTING Z �_ O PER 2003 MECHANICAL CODE EXTERIOR M of GOED REQUIREMENT5 ,d LAUND Y ROOM HALL 0 t Z O PENETRATION W/ VENT GAP TO MATCH EXISTING I IO � �) I I � I 2 PROPOSED EXIT 0150HARC SHALL 0 BUILDING COLOR kf 112 116 O PROVIDE A DIRECT AND UNOBSTRUCTED U 2 ALL NEW FLOOR / GEILIN6 A55EMBLY '°'�' PENETRATIONS AT POWDER ROOM 114 AND LAUNDRY AGGESS TO A PUBLIC WAY W LLJ 0/ 0 ROOM 112 SHALL BE FIRE CAULKED TO MAINTAIN ON EL E TOR 0 0 EXISTING FIRE RATIN65 RE SYSTEM NO F-A-1046 (TYP) " EX5T I G EXISROOM ATH 0 3 1 V a �-- 0 1 11, z 0 EXIT TRAVEL RELOCATED EXISTING mimms PATH CLOSET DOOR AT NEW o Z W TO BUILDING POWDER ROOM M EXIT CORRIDOR NEW BASE AND UPPER D W NEW 5Y METAL STUDS AT I6" O.G. W/ %" TYPE "X" CABINETRY �L� 2 200 0 1" W GYPSUM BOARD BOTH SIDES (I HR FIRE RATED WALL) UL # U408 W/ EXISTING RELOCATED ENTRY � COMMON EXIT CORRIDOR OO DOOR VERIFY THRESHOLD, FRAME ETC, CONFORMS (PATCH ALL CEILINGS AND WALLS TO MATCH J � � TO 2003 IBC REQUIREMENTS NEW STACKED EXISTING AS REQUIRED FOR THIS WORK) TOWN OF VAIL > WA5HER / DRYER NEW FRAMED WALL SECTION MATCH EXISTING UNIT W/VENT H 4 G SUPPLY J MATERIALS AND COLORS (TYP) (UL#U405) DRAIN AND VENTILATION PER MECHANICAL FIREPLACE AND EXHAUST FAN NOTES 2003 IBC PER 2003 IBC SECTION -7I6 b I Q FLOOR PENETRATIONS FOR THE WASHER WASTE LINE THROUGH PENETRATICN5 IN OCCUPANCIES OTHER THAN GROUP5 1-2 AND 1-3 A DUCT AND AIR TRANSFER OPENING SYSTEM T®WIl of V81I > TO BE SEALED W/ FIRE CAULK TO MAINTAIN THE CONSTRUCTED OF AP°ROVED MATERIALS IN ACCORDANCE WITH THE 2003 "INTERNATIONAL MECHANICAL CODE" THAT ��� �,'d � EXI5TING FLOOR / GEILIN6 ASSEMBLY FIRE RATING PENETRATES A FIRE RESISTANCE - RATED FLOOR / CEILING A55EM5LY THAT CONNECTS NOT MORE THAN TWO STORIES 0 RE SYSTEM NO. F-A-1046 CAST IRON WASTE LINES 15 PERMITTED WITHOU" SHAFT ENCLOSURE PROTECTION PROVIDED A FIRE DAMPER 15 INSTALLED AT THE FLOOR LINE ARE REQUIRED ALSO REFER TO PLAT# NOTE FOR BATH ROOM EXHAUST FANS WALL TYPE LEGEND• ©cv cto Haar k NEW 3/4" EXTERIOR GRADE PLYWOOD SHEATHING NOTE MAINTAIN EXISTING I HR FIRE PROTECTION AT Donaldson AI WALL, BETWEEN THE COMMON CORRIDORS AVD Architects I� W/ "TYVEX" BUILDING WRAP 0 EXISTING CONSTRUCTION TO REMAIN All Rights • LIVING AREAS (TYP) Reserved G NEW 5 I/2" META STUDS AT I NEW CONSTRUCTION-FULL HEIGHT WALL _ 6" O G (TYP) NEW 3 5/8" METAL STUDS AT I b" O G (TYP) NEW STUCCO FIN15H TO MATCH EXISTIN __ � R-11 UNFACED BATT INSULATION, R-Iq UNFAGED BATT INSULATION (TYP) r -I EXISTING GON5TRUGTION TO BE REMOVED , NEW 5/8" TYPE "X" GYPSUM BOARD TO MATCH NEW 5 Y"" METAL STUDS AT 16" Or, (TYP) EXISTING UL # U408 L J NOTE CONTRACTOR SHALL MATCH EXISTING WALL i�^ �,/C��,�I �� a / ���/���� %��/ (���� ��/ v� ;1 �I1 � ; /� ! ADHERENCE TO CODE COMPLIANCE FOR STRICT INTERIOR FIN15HE5 TO 09102108 MATCH EXISTING (TYP) 5/8" TYPE "X" GYPSUM BOARD BOTH 51DF-5 (TYP) FIBER TAPE EMBEDDED IN COMPOUND AT FIBER TAPE EMBEDDED IN COMPOUND AT FIBER TAPE EMBEDDED IN GOMP�UND AT NEA 081 O ALL JOINTS AND EXP05ED SCREW HEADS ALL JOINTS AND EXPOSED SCREW HEADS ALL JOINTS AND EXP05ED 50REN HEADS FLOOR FLAN SCALE- 1 / 4" = I' - O" � 7"rFICAL NEE T NEE NEW I HOUR NEW FLOOR INTERIOR WA T --(FE EXTERIOR WA T FIRE RATED NALL (UL # U40a) PLAN SCALE- 1" = I' - O" SCALE: I" = I' - O" SCALE: I" = I' - O" � A1 . 1