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HomeMy WebLinkAboutDRB140198 plans approvedPROJECT DATA INDEX TO DRAUJIN ,5 Segerberg Mayhew OWNER ARCHITECT STRUCTURAL ENGINEER MECHANICAL ENGINEER GENERAL CONTRACTOR COVER SHEET GODS 11�ORM,d►TION: �'1.O &Associates Architects STEVEN READ SEGERBERG MAT'HEW MONROE 4 NEWELL ENGINEERS, INC. FADER ENGINEERING CUSTOM REFINEMENTS - SURVET' P.C.- A.I.A. 2012 I.R -C. 2025 4TH ST. 4 ASSOCIATES ARCHITECTS 1400 GLENARM PL. PO BOX _180 PO BOX 4112 Occupancy Group: Resibertial group R -3 BERKELEY, CA 94-110 101 EAGLE ROAD - BUILDING 6 SUITE 101 AVON, COLORADO 81(o20 EDWARD&, COLORADO &1(o32 ARCHIT CTU L AVON, COLORADO 81ro20 DENVER, COLORADO 80202 TEL (910) 84E­ lelO TEL (9-10) 316-19ro1 EMAIL: TEL (9-10) 4-fro-4433 TEL (303) 623 -4921 FAX (9 -10) 845 -1522 CONTACT: BRAD HASLET /RON CON&TIEN 42.0 SITE 4 GRADING PLAN, SITE COVERAGE PLAN 4 GROSS RESIDENTIAL FLOOR ,AMA IC�W AA SREADaREADINVESTMENTS.COM FAX C303� X023- �o�oO2 CONTACT: DREW RADER L�4NDSC�4PE COVER,4C�E PL,4N CONTACT: KURT SEC- cERBERC� /SARAN EMAIL: HASLET'BRaT'AHOO.COM EMAIL: DREW &KI�VAIL.NET NOTE: ALL F CALCULATIONS ARE TO OUTSIDE FACE OF STRUCTURAL FRAMING PLYWD. OR CONCRETE WALL. EMAIL: KSEGERBERGe&MARCH&.COM CONTACT: CRAIG GARROLL CON&TIENOVAIL-NET 43.0 5EDROOM/F,4MIL'1' LEVEL ARCHITECTURE, EMAIL: CCARROLLaMONROE -NEWEL L.COM SMIKKELSEN1aSMARCHS.COM EXISTING, DEMO. AND NEW FLOOR PLANS, DOOR PLANNING, INTERIORS ADDITION = 505 s.F. 2 AND WINDOW SCHEDULES A31 LOFT LEVEL XISTING, D MO, AND NEW FLOOR ioi Eagle Road- Building6 FLOOR PLANS, BEDROOM #2 4 #3 EXISTING, Avon, Co 81620 Tel.: 970.476.4433 DEMO - AND NEW FLOOR PLANS Fax: 970.476.4608 A4.0 ROOF PLAN, SNOW FENCE DETAIL AND LIVING info@smarchs.com LEVEL EXISTING, DEMO AND NEW FLOOR PLANS- www.smarchs.com ,45.0 NEW ADDITION BUILDING ELEVATIONS AND SECTIONS 46.0 ENLARGED NEW DECK /STAIR PLAN, DETAILS 4-1.0 REFLECTED CEILING PLANS AND SCHEMATIC �I C IN I MAP ELECTRICAL PLANS 6F_1 SQUARE FOOTAGE CALCULATION DRB140198 W Received STRUCTURAL TOWN OF VAI I L By Carolyn Godfrey at 11 :15 am, Jun 05, 2014 53.0 BEDROOM LEVEL FRAMING PLAN 4 Design Review SECTION DETAILS Staff Approval 126 FOREST ROAD 53.1 BEDROOM LEVEL LOW ROOF, TOWN OF VAIL" By Joe Batcheller at 4:40 pm, Jun 19, 2014 SECTION DE ATLAS FRAMING PLAN � 54.0 ROOF FRAMING PLAN 4 Q O VAIL, ROOF DETAILS Q W O � O W O ,455R V I AT I ONe GENERAL NOTE 5 CMENERAL NOTES: O ABv ABOVE B.OR BOTTOM OF FOOTING DPR DP DAMPER DAMPROOFING FAB FABRICATE GL.B. GLASS BLOCK LAV LAVATORY N.T.S. NOT TO SCALE QTY. QUANTITY SPQR SPEAKER U.B.G. UNIFORM BUILDING CODE SUMMARY OF THE WORK: WORK TO BE PERFORMED CONSISTS OF FURNISHING ALL LABOR, MATERIALS, EQUIPMENT, DEVICES AND SUPERVISION REQUIRED TO COMPLETE THE GENERAL, AFF. ABOVE FINISHED FLOOR B.O.S. BOTTOM OF STEEL OR BOTTOM D.L. DEAD LOAD F.B. FACE BRICK GLU -LAM GLUE- LAMINATED TIMBER L.H. LEFT HAND NO. NUMBER Q.T. QUARRY TILE SPEC SPECIFICATION (S) Ul I.C. UNIFORM MECHANICAL CODE MECHANICAL, AND ELECTRICAL WORK FOR REMODELING THE EXISTING RESIDENCE AS SHOWN A.S.0 ABOVE SUSPENDED OF SLAB F.O. FACE OF G.B. GRAB BAR LAR LEFT HAND REVERSE SPG.PT SPRING POINT U.P.C. UNIFORM PLUMBING CODE CEILING ACC ACCESS B.O.W. B.T.U. BOTTOM OF WALL BRITISH THERMAL UNIT DEG DEM DEGREE DEMOLISH, DEMOLITION F.O.C. F.O.F. FACE OF CONCRETE FACE OF FINISH GR GF.R.C. GRADE, GRADING GLASS FIBER REINFORCED L LW LENGTH LIGHTWEIGHT OBS OBSCURE RBT RABBET, REBATE SQ SQUARE SR SQUARE FOOT (FEET) U.ON. UNLESS OTHERWISE NOTED URN URINAL ON THE DRAWINGS AND NOTED HEREIN. ^, ` �1 A.P. ACCESS PANEL AC ACOUSTICAL BRZ BLDG BRONZE BUILDING DMT D DEMOUNTABLE DEPTH, DEEP F.O.M. F.O.S. FACE OF MASONRY FACE OF STUDS GVL CONCRETE GRAVEL LWG LMST LIGHTWEIGHT CONCRETE O.G. ON CENTER (S) LIMESTONE OPG OPENING RAE) RADIUS ST.S STACKED STUDS S.S. STAINLESS STEEL WORK NOT IT THIS CONTRACT (N.I.C.): COORDINATE WITH THE OWNER ANY AND ALL ITEMS OR r� AC.T. ACOUSTICAL TILE B.U.R. BUILT UP ROOFING DR-5. DESIGN REVIEW BOARD FAS FASTEN, FASTENER GRID GROUND LF. LINEAL FEET OJST. OPEN -WEB JOIST RR RAILROAD TIE (TIMBER) STD STANDARD V.B. VAPOR BARRIER WORK NOT IN THE CONTRACT, WORK To BE PERFORMED BY OTHERS OR BY OWNER AND ITEMS ACR. ACRYLIC PLASTIC DTL DETAIL . F.N.D. FEMININE NAPKIN DISPENSER GT GROUT LNTL LINTEL PP OPPOSITE RWC RAINWATER CONDUCTOR RCPT RECEPTACLE STA STATION VAR VARNISH WHICH WILL BE FURNISHED OR INSTALLED SEPARATE FROM THE CONTRACT. ADD ADDENDUM DIAL DIAGONAL FN.R FEMININE NAPKIN RECEPTACLE GA GUAGE L.L. LIVE LOAD OP.H. OPPOSITE HAND ROWD REDWOOD STL STEEL VNR VENEER ADN ADDITIONAL ADH ADHESIVE GAB CABINET DIAM DIM DIAMETER DIMENSION FN FGL FENCE FIBERGLASS GYP GYPSUM LVR LOUVER OD. OUTSIDE DIAMETER OF.S.W. OUTSIDE FACE STUD WALL RE: REFERENCE, REFER TO: ST STONE &TOR STORAGE V.T.R VENT THROUGH ROOF CV) VERIFY CODES, PERMITS, FEES, TAXES: PERFORM ALL WORK TO CONFORM WITH ALL APPLICABLE ADJ ADJACENT CAD CADMIUM DW DISHWASHER F.V. FIELD VERIFY HBD HARDBOARD O/O OUT TO OUT RFL REFLECT (ED), (IVE), (OR) REF REFRIGERATOR SD, STORM DRAIN V.I.F. VERIFY IN FIELD CODES, ORDINANCES, COVENANTS AND LOCAL INTERPRETATIONS THERETO. CONTRACTOR ADJT ADJUSTABLE CANT CANTILEVER DIS DIV DISPOSAL DIVISION FIN FF. FINISH (ED) FINISHED FLOOR HDW HARDWARE MH MANHOLE OA OVERALL REG REGISTER STIR STRUCTURAL VERT VERTICAL SHALL OBTAIN AND PAY FOR ALL NECESSARY FEES, PERMITS AND TAXES. AGG AGGREGATE A/C CPT CARPET (ED) DR DOOR F.A. FIRE ALARM HWD HARDWOOD MFR MANUFACTURE (ER) OH OVERHANG, OVERHEAD REINF REINFORCE (p), (ING) SUSP SUSPENDED V.S.J. VERTICAL SLIP JOINT AIR CONDITIONING ALM ALARM CSMT G.I.P. CASEMENT CAST -IN -PLACE DBL DOUBLE F,BRK. FIRE BRICK HD HEAP MRB M.T. MARBLE MARBLE TILE R.C.P. REINFORCED CONCRETE PIPE SYM SYMMETRY (IGAL) SYN SYNTHETIC VEST VESTIBULE YIN VINYL QUALITY ASSURANCE: USE AN ADEQUATE NUMBER OF SKILLED WORKMEN WHO ARE ALT ALTERNATE G.I. CAST IRON DA DOUBLEACTING F.E. FIRE EXTINGUISHER HDR HTR HEADER HEATER MAS MASONRY (R) REMOVE REQ REQUIRED SYS SYSTEM VL.B. VINYL BASE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY GRAFTS AND WHO ARE AL ALUMINUM G.B. CATCH BASIN D.H. DT.A. DOUBLE HUNG DOVETAIL ANCHOR F.E.C. F.H.G. FIRE EXTINGUISHER CABINET FIRE HOSE CABINET HTG HEATING M.O. MASONRY OPENING (P) PAINT (ED) PR PAIR RESIL RESILIENT V.C.T. VINYL COMPOSITION TILE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR A.G.I. AMERICAN CONCRETE INSTITUTE (C) CDR CAULK (ING) CEDAR DN DOWN FPL FIREPLACE H.v.A.C. HEATING/vENTILATING / AIR MAIL MAX MATERIAL (S) MAXIMUM PNL PANEL RET RETURN VF. VINYL FABRIC Y.T. VINYL TILE PROPER PERFORMANCE OF THE WORK, AIA AMERICAN INSTITUTE OF GLG CEILING DS DRN DOWNSPOUT DRAIN F.Y.C. FIRE VALVE CABINET ND. CONDITIONING HEAVY DUTY MECH MECHANICAL P.B. PB PANIC BAR RID. PAPER TOWEL DISPENSER R.A. RETURN AIR REV REVERSE, REVISION TKBD TACKBOARD TEL TELEPHONE Y.W.G. VINYL WALL COVERING ARCHITECTS A.I.S.C. AMERICAN INSTITUTE OF GEM C CEMENT CENTIMETER (S) DR.BD DRAINAGE BOARD FP F.RT. FIREPROOF FIRE - RESISTANT TREATED HT HEIGHT M.G. MED MEDICINE CABINET MEDIUM P.T.R. PAPER TOWEL RECEPTOR R.H. RIGHT HAND Tv TELEVISION VJ, v -JOINT (ED) MANUFACTURER'S SPECIFICATIONS AND INDUSTRY STANDARD: PRODUCT HANDLING AND STEEL CONSTRUCTION G.M.T. CERAMIC MOSAIC TILE D.T. DRAIN TILE F.RI. FIRE - RETARDANT H.G. HOLLOW CORE MBR MEMBER PAR PARALLEL R.O.W. RIGHT OF WAY TEMP TEMPERED, TEMPERATURE PROTECTION AND INSTALLATION OF ALL MATERIALS, MANUFACTURED ITEMS AND EQUIPMENT To AN.S.I. AMERICAN NATIONAL STANDARDS G.T. CERAMIC TILE DWR DRAWER FIX FIXTURE H.M. HOLLOW METAL MB MEMBRANE P.BD. PARTICLE BOARD R RISER RD, ROOF DRAIN T.G. TERRA COTTA BE IN STRICT ACCORDANCE WITH MANUFACTURER'S OR INDUSTRY AGENCY'S LATEST INSTITUTE CHAM CHAMFER DWG DRAWING FLG FLASHING H(OR) H.B. HORIZONTAL HOSE BIB MTL METAL PTN PARTITION RF.H, ROOF HATCH TZ TERRAZZO WSCT WAINSCOT RECOMMENDATIONS AND SPECIFICATIONS. AS.TM. AMERICAN SOCIETY FOR TESTING GHR CHROMIUM (PLATED) D.F. D.W. DRINKING FOUNTAIN DUMB WAITER FLX FLEXIBLE H.W.H. HOT WATER HEATER MTFR VMT PAVEMENT NT METAL FURRING P P vE E PED PEDESTAL RFCs ROOFING THK THICK (NESS) THR THRESHOLD W.H. WALL HUNG AND MATERIALS A.D.A. AMERICANS WITH DISABILITIES CIR CIR( CIRCLE CIRCUMFERENCE FLR FL.CO, FLOOR CINGJ FLOOR CLEANOUT M.RD M METAL ROOF DECKING METER (S) PEND PENDANT RMI ROOM T.P. TOILET PAPER HOLDER WPR WALLPAPER W.T.W. WALL TO WALL SITE REVIEW: PRIOR TO SUBMITTAL TO BID, CONTRACTOR SHALL VISIT THE SITE, AND ACT GL. GLEAN OUT FD. FLOOR DRAIN MEZ MEZZANINE PERF PERFORATE (D) RO. ROUGH OPENING 7.PTN. TOILET PARTITION W.G. WATER CLOSET TOGETHER WITH THE OWNER, THOROUGHLY INVESTIGATE EXISTING CONDITIONS, SPECIAL q,W.G. AMERICAN WIRE GUAGE CLR CLEAR (ANCE) F/L FLOOR LINE INGL INCLUDE (D), (ING) MM MILLIMETER (S) PER PERIMETER R.S. ROUGH SAWN TOL TOLERANCE WP WATERPROOFING REQUIREMENTS AND PROCEDURES TO BE FOLLOWED. FIELD VERIFY LIMITS OF CONSTRUCTION. ANG ANCHOR, ANCHORAGE GLOB CLOSET F.PL. FLOOR PLATE INFO INFORMATION MWK MILLWORK PH PHASE R. B. RUBBER BASE T4G TONGUE AND GROOVE W.R. WATER REPELLENT A.5. ANCHOR BOLT CLS C.W. CLOSURE COLD WATER FLUOR FJ7. FLUORESCENT FLUSH JOINT I.D. I.B.C. INSIDE N DE INSTALLED BY CONTRACTOR MIN MIR PL PLASTER MINIMUM S AST MIRROR PLAS PLASTIC R.T. R RUBBER TILE TAB TOP AND BOTTOM T.O.B. TOP OF BEAM WS WEIGHT OP WT WEIGHT ENVIRONMENT AND PROPERTY: PERFORM ALL WORK THROUGHOUT THE PROJECT NECESSARY ANOD ANODIZED APPD APPROVED COL COLUMN EA. EACH FTG FOOTING I.B.O. INSTALLED BY OTHERS MIS( MISCELLANEOUS PLAM. PLASTIC LAMINATE T.O.G. TOP OF CONCRETE W.W.F. WELDED WIRE FABRIC TO LIMIT POLLUTION AND To PROTECT THE EXISTING SURROUNDING ENVIRONMENT. PROTECT APP APPROXIMATE COMB COMBINATION EF. EACH FACE FRG FORGED INSUL INT INSULATE CD), (ION) INTERIOR MOD MODULAR PL PLATE SFGL SAFETY GLASS T.O.D. TOP OF DRAIN WH.B. WHEEL BUMPER ALL EXISTING SURFACES AND ELEMENTS NOT DESIGNATED FOR REMOVAL. PROVIDE ARCH ARCHITECT (URAL) COMPT COMP COMPARTMENT (COMPOSITE) COMPRESS E.W. EACH WAY FDN FR FOUNDATION FRAME (ID), CING) INTM INTERMEDIATE MILD MOLDING P.G. PLATE GLASS P/L PLATE LINE &DST SANDSTONE SCN SCREEN T.OF TOP OF FOOTING T.O.M. TOP OF MASONRY W WIDTH, WIDE WDO WINDOW NECESSARY TEMPORARY COVERING, SAFETY GUARDS AND BARRIERS AS REQUIRED. CONTROL AD AREA DRAIN AUT AUTOMATIC GOMPR ( COMPRESS (ED), (ION), (IBLE) ELEC E.P. ELECTRIC (AL) ELECTRICAL PANELBOARD FRPR FREEZE PROOF INV INVERT (ED) MT MTD MOUNT CING) MOUNTED PLY PLYWOOD (S) SEALANT T.O.PL. TOP OF PLATE W.G. WIRED GLASS SITE ACCESS. REMOVE DEBRIS AND WASTE MATERIAL AS THE WORK PROGRESSES. MAINTAIN AVG AVERAGE GONG CONCRETE E.W.C. ELECTRIC WATER COOLER FA. FRESH AIR MOV MOVABLE PKT POCKET STG SEATING T.O.PLY. TOP OF PLYWOOD W/ WITH THE PREMISES IN A NEAT, SAFE AND CLEAN CONDITION. CM. U. CONCRETE MASONRY UNIT EL ELEVATION F.I.O. FURNISHED AND INSTALLED MUL MULLION PT POINT SECT SECTION T.O.R. TOP OF RIDGE W/O WITHOUT BSMT BASEMENT GONN GONST CONNECTION CONSTRUCTION ELEv ELEVATOR F.B.O. BY OTHERS FURNISHED BY OTHERS J.G. JT JANITOR'S CLOSET JOINT N.E.G. NATIONAL ELECTRIC CODE P` .C. POLYVINYL CHLORIDE P.E. PORCELAIN ENAMEL SHTG SHEATHING SHT SHEET T.O.S. TOP OF SLAB 7.O.STL, TOP OF STEEL WD WOOD EXISTING UTILITIES AND CONDITIONS: LOCATE AND PROTECT ALL EXISTING UTILITIES PRIOR TO BM BEAM BRG BEARING G.S.I. CONSTRUCTION EMER ENCL EMERGENCY ENCLOSE (URE) FUR FURRED (ING) JF. JOINT FILLER NF.P.A. NATIONAL FIRE PROTECTION ASSOCIATION POS POSITIVE, POSITION S.M.R. SHEET MEMBRANE ROOFING T.o.W. TOP OF WALL W$. WOOD BASE W.PT. WORKING POINT BEGINNING WORK. MAINTAIN EXISTING STRUCTURE IN A SAFE AND WEATHER -TIGHT CONDITION. BEL BELOW SPECIFICATIONS INSTITUTE EQ EQUAL FUT FUTURE NAT NATURAL P.T.G. POST TENSIONED CONCRETE SM.A.CNA. SHEET METAL 4 AIR T.L.D. TOTAL LOAD W.I. WROUGHT IRON BET BETWEEN CON7 CONTINUOUS OR CONTINUE EQUIP EQUIPMENT KP KIGKPLATE CN) NEW LB POUND P.C.F. POUNDS PER CUBIC FOOT CONDITIONING CONTRACTORS NATIONAL ASSOCIATION T.B. TOWEL BAR T.L. TRACK LIGHTING FIELD ENGINEERING: PRIOR TO CONSTRUCTION, FIELD VERIFY ALL DIMENSIONS AND BvL BEVELED BIT BITUMINOUS CONTR CJ. CONTRACT (OR) CONTROL JOINT EST EXC ESTIMATE EXCAVATE KIT KITCHEN N.R. N.R.C. NOISE REDUCTION NOISE REDUCTION PLF, POUNDS PER LINEAL FOOT S.Y. SHEET VINYL FLOOR COVERING TR TRANSOM < ANGLE ELEVATIONS. ESTABLISH AND MAINTAIN BENCHMARKS AND OTHER MARKERS TO SET LINES AND BLK BLOCK CPR COPPER EXH EXHAUST G.P.M. GALLONS PER MINUTE KO KNOCKOUT COEFFICIENT P.SR POUNDS PER SQUARE FOOT SIM SIMILAR T TREAD LEVELS FOR THE WORK NEEDED TO PROPERLY LOCATE ALL ELEMENTS OF THE PROJECT. BLKG BLOCKING COR CORRUGATED (E) EXISTING GALV GALVANIZED NOM NOMINAL P.S.I. POUNDS PER SQUARE INCH S.H. SINGLE HUNG TYP TYPICAL CENTER LINE CALCULATE AND MEASURE REQUIRED DIMENSIONS. BD BOARD CTR COUNTER E.B. EXPANSION BOLT G.I. GALVANIZED IRON N.G. NON - CORROSIVE PC.C. PRECAST CONCRETE SKY SKYLIGHT [ CHANNEL B.S. BOTH SIDES B.W. BOTH WAYS CS CRS COUNTERSINK COURSE (S) EXP EJ. EXPANSION EXPANSION JOINT G.S.S. GSKT GALVANIZED STEEL SHEET GASKET (ED) LBL LAB LABEL LABORATORY NM.T. (NP,) NON - METALLIC PREFAB PREFABRICATE (D) NO PAINT PFN PREFINISHED SL SLEEVE SJ. SLIP JOINT UC UNDERCUT 1 PROPERTY LINE ESTABLISH AND VERIFY ALL OPENINGS IN FOUNDATION AND INSERTS FOR MECHANICAL, BOT BOTTOM CRC. CROSS GRAIN EXT EXTERIOR GEN GENERAL LAD LADDER N.A. NOT APPLICABLE, (AVAILABLE) PS.C. PRESTRESSED CONCRETE S.B. SOLID BLOCKING UG UNDERGROUND ROUND / DIAMETER ELECTRICAL, VENTS, ACCESS AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS AND L.B. LAG BOLT SQUARE B4O,B, BOTTOM OF BEAM CF. CUBIC FOOT E.IF.S. EXTERIOR INSULATION AND G.C. GENERAL CONTRACT (OR) N.I. NOT INCLUDED PROP PROPERTY S.G. SOLID GORE UL. UNDERWRITERS LABORATORIES SUBCONTRACTORS. B.O.C. BOTTOM OF CONCRETE C.Y. CUBIC YARD FINISH SYSTEM GL GLASS, GLAZING LAM LAMINATE (D) N.I.C. NOT IN CONTRACT PL. PROPERTY LINE SP SOUNDPROOF UNF UNFINISHED X° DEGREE Revisions: n NUMBER TEMPORARY FACILITIES: THE OWNER WILL FURNISH TEMPORARY POWER AND WATER FOR [:)f;,::)5 SU5M I TTAL CONSTRUCTION PURPOSES. CONTRACTOR MUST EXAMINE EXISTING ELECTRICAL CONDITIONS AND VERIFY THAT HIS USE OF POWER WILL IN NO WAY DAMAGE THE EXISTING SYSTEM. A TOILET 1/27/14 WILL BE DESIGNATED BY THE OWNER FOR THE USE OF WORKMEN. FINAL CE) 5LT TEMPORARY ENCLOSURES: PROVIDE TEMPORARY DUST AND DEBRIS ENCLOSURES To SEAL 3/7/14 THE WORK AREA FROM THE REMAINDER OF THE EXISTING FACILITY. PROVIDE TEMPORARY ENCLOSURES OF PLYWOOD AND PLASTIC MEMBRANE AS WORK PROGRESS TO SECURE AND 2 ��� E��4�INITTL PROTECT THE SURFACES To REMAIN, SUCH AS JAMBS AND SOFFITS OF OPENING AND FINISHED FLOOR SURFACES. TEMPORARY SUPPORTS AND SHORING: PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING 5 I T PL=AN 5�MBOL=5 ARCS I T CTURAL � MBO � t-14 T RI /` L 5 0 L 5 OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD NEW AND EXISTING �-F SR STRUCTURAL ELEMENTS IN PLACE. DESIGN A SYSTEM WHICH WILL SAFELY AND ADEQUATELY PREVENT COLLAPSE OF ADJACENT MATERIALS AND WHICH WILL PERMIT CONSTRUCTION OF THE PLAN 4 SECTION WORK TO THE ARRANGEMENT SHOWN ON THE DRAWINGS. EXISTING FEATURE PROPOSED EXISTING FEATURE PROPOSED DEMOLITION: WHERE EXISTING CONSTRUCTION IS TO BE REMOVED, SUCH REMOVAL SHALL BE BUILDING SECTION 2 2 BUILDING SECTION NAME, EARTI -1 PLYUJOOD DONE CAREFULLY, AND ANY DAMAGE To ADJACENT SURFACES -To- REMAIN SHALL BE PATCHED -�� 100 NUMBER ROOM - -;� LIVING= ROOM NAME AND REPAIRED TO MATCH EXISTING. MAKE SUCH EXPLORATIONS AND PROBES AS ARE _ CONTOUR SPOT ELEVATION CPL AN) 418 A18 AND NUMBER F2 BI w2 1=3 I NECESSARY TO ASCERTAIN ANY REQUIRED PROTECTIVE MEASURES BEFORE PROCEEDING WITH - - PROPERTY LINE - - I-- IYDRANT ___, UJITI -I FINISI -TES. 'r - R OCiG FINISI -4 UJOO D DEMOLITION. VERIFY EXISTING STRUCTURAL CONDITIONS PRIOR TO DEMOLITION. REMOVE ALL SHEET NUMBER FLOOR NON - SALVAGEABLE ITEMS FROM THE SITE. SCHEDULING OF DEMOLITION AND NEW WORK SHALL C CENTER LINE - �— VALVE —DC� BASE WALLS POROUS FILL ROUCsI -I UJOOD/ BE COORDINATED BY THE CONTRACTOR WITH THE OWNER. EXISTING GYPSUM BOARD TO BE TESTED FOR ASBESTOS, PER THE TOWN OF VAIL REQUIREMENTS, PRIOR TO DEMOLITION AND /OR - - - -- EASEMENT /SETE3ACIG RICsI -IT OF UJAY - - - -- -�- UTILITY POLE -� BUILDING SECTION CEILING o� CONTINUOUS REMOVAL (ABATEMENT) OF ANY GYPSUM BOARD. ❑ q� (CEILING HT. (ELEVATION) TRANSFORMER IF USED) FENCE - TOP SOIL ROUCz4 -I UJOOD/ SALVAGE: EXCEPT FOR EXISTING CONSTRUCTION TO BE DEMOLISHED, AT NO TIME SHALL LIGs1 -IT DISCONTINUOUS CONTRACTOR ASSUME SALVAGE WITHOUT WRITTEN PERMISSION FROM THE OWNER. Drawing Title: sT STORM DRAIN sT COVER SHEET ^ SIGN _� WALL TYPE IO ASPI -4,4LT PAVING/ SAND, PLASTER CLEANING: DURING PROGRESS OF THE WORK, DO NOT ALLOW ACCUMULATION OF SCRAP, WASTE 35 SANITARY SEWER S6 OO MONUMENT 9 a M"R ROADBED MAT'L MATERIAL AND OTHER ITEMS NOT REQUIRED FOR CONSTRUCTION. AT COMPLETION OF THE W WATERLINE W O❑ METER PIT WALL SECTION A� STONE VENEER GATT INSULATION WORK, REMOVE ALL SURPLUS AND WASTE MATERIAL, DIRT, STAINS, SMUDGES AND MAKE MINOR REPAIRS AND TOUCH -UP AS MAY BE NECESSARY TO MAKE THE PROJECT READY FOR OCCUPANCY. E ELECTRIC LINE E O MANI -TOLE AREA of CUT DOOR MARIG GAS LINE G CATG1 -4 BASIN CAST RE PLACE CONCRETE RIGID INSULATION FINISHES: ALL FINISHES, FIXTURES, HARDWARE AND EQUIPMENT TO BE SELECTED BY THE OWNER AND INSTALLED BY THE CONTRACTOR. IT IS THE OWNERS' AND INTERIOR DESIGNER'S T TELEPI -TONE LINE T GLEAN OUT DETAIL NUMBER RESPONSIBILITY TO SPECIFY AND COORDINATE ALL INTERIOR FINISHES WITH THE CONTRACTOR. GTV CABLE TELEVISION —GTV- OUTFALL /I-4EADWALL 6 a2� SHEET NUMBER WINDOW MARIG O PRECAST CONCRETE NEW STUD ELECTRICAL/MECHANICAL: THE CONTRACTOR SHALL FURNISH ALL NECESSARY MECHANICAL, --- DRAINAGE LINE ° °° ® SENCI- IMARIG DETAIL BLOWUP PLUMBING AND ELECTRICAL SERVICES WHICH SHALL BE 'DESIGN- BUILD' TO BE REVIEWED FOR COORDINATION BY SEGERBERG MAYHEW ARCHITECTS AND APPROVED BY THE OWNER. LIMIT OF WORiG PLAN "A" - BORING LOCATION REVISION Q CONCRETE BLOCIG PLUMBING FIXTURES SHALL BE SELECTED BY THE OWNER AND SHALL BE PROVIDED AND EXISTING TO REMAIN INSTALLED BY THE CONTRACTOR. ADD A FIRE SPRINKLER SYSTEM PER THE TOWN OF VAIL MATCI -I LINE iC EXISTINCz TREE INDICATION REQUIREMENTS AND ADHERE TO APPLICABLE CODES. Date' �� ° 1� ° 1� IL PLAN "B" TREE TO i8E DESCRIPTION OF ELEVATION STEEL (LC. SCALE - - - - REMOVE EXISTING CHANGES TO WORK: ANY CHANGES TO THESE DRAWINGS ARE THE RESPONSIBILITY OF THE BE REMOVED ELEVATION TOP OF PLYWOOD OWNER AND SEGERBERG MAYHEW ARCHITECTS SHALL NOT BE HELD ACCOUNTABLE FOR ITEMS, DO TRIANGULATION POINT DETAIL GUT Al2 MARiG Imp' -m „� ELEVATION GYPSUM BOARD GL-G. SCALES CONDITIONS, ETC, EFFECTED BY THE CHANGE. Project No: X5007,00 0 10 20 40 DRAWING NUMBER GRAPI -41C SCALE • ADDITIONAL NOTES: Drawn by: eM ELEVATIONS DR,4UJINCz TITLE: 2g TITLE ELEVATION I. ALL DIMENSIONS ARE TO 5E FACE OF STUD UNLESS NOTED OTIHERW15E. • A� 1L , ” 2. DO NOT SCALE DRAWINGS. SCALE WooDSIDING WooD 3. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS THAT Checked by: <5 SIMILAR DETAIL THEY ARE AS SHOWN ON THE DRAWINGS, AND IN RELATION TO EXISTING NUMBER CONDITIONS. DETAIL NUMBER STONE 4, ALL MATERIALS, CONSTRUCTION, SYSTEMS AND WORK TO COMPLY WITH THE NORTI -4 ARROW RELATED 4 3 O \ �\ GLASS Sheet: DETAIL CUT Al2 Al2 ; SHEET NUMBER 2012 INTERNATIONAL RESIDENTIAL CODE, 2012 INTERNATIONAL MECHANICAL NoRTl 4 BELOW OR ABOVE T CONCRETE, CODE, 2011 NATIONAL ELECTRICAL CODE, 2012 PLUMBING CODE, AND ALL NUMBERRSHEET STUCCO OTHER CODES, ORDINANCES, COVENANTS, INTERPRETATIONS, AND LATEST EDITIONS. 5. REPAIR OR REPLACE ANY EXISTING MATERIALS OR CONDITIONS DAMAGES 5Y NEW CONSTRUCTION. DUE TO THE UNCERTAINTY OF THE EXISTING STRUCTURAL CONDITIONS, FIELD EXAMINATION AND COORDINATION 15 REQUIRED PRIOR TO CONSTRUCTION. Al • 1 2013 SMA Design Review Staff Approval By Joe BatcheHer at 4:40 pm, Jun 19, 2014 TOWNS OF VAIL GAS LINE \ _ — ELEC. LINE PHONE LINE _ FOREST - _ SEWER. MANHOLE — OO IN V. ELEV.= $238.9^ — \ —� RIM ELEV.= 8245.0 1.0 CMP ELEC TRANS 131TE COVEFRAGE CALCULAT�ON-1. LOT 4L,4 = 15,72c3 S.F. (.3 (o11 AGES) 20 o MAX. _ 3,1.45 S.F. (G 0/--0 1,08 S.F. /1,258 S.F.) EXISTING SITE COVEAE = 2;04& S.F. EXISTING F IMA � 1,231 S.F. EXISTING = 815 S.F, NEW AIDpITIONS SITE C0VE1RA E _ &.4 S.F. (LIVING LEVEL) e0 S.F. (5D M_ LEVEL) 2&& S.F. (LOFT LEVEL) .42 0 S.F. F= 0F=05E[) NELU F IMA i- SITE C-OVEFRAGE TOTAL � 1,231 +420 11(o51 S.F. NEW SITE EXISTING ' ;- COVERAGE SECONDARY AREA: 90 SF, SITE COVERAGE AREA: 815 SF. EXISTING W ROCK WALL LOT s N SITE COVERAGE 2 AREA: 1231 SR —�LOT ° AD LOT 3 ADDRESS: 126 EST ROAD 3 0 C _ T }N. SEWS MANHOLE � Vl O 11T7Ll TY EASEMENT lb j 82 ROCK OUTCROP 8 NEW SITE LOT 7 \ COVERAGE NO 01) rH DIM 7'_6„ AREA: 266 SF. N PLAT NEW SITE GAS LINE _ COVERAGE ° — � � ELEC. LINE AREA: 6I S.F. LOT 4 A PHONE LINE 2 _ � FOR � - - _ �_ 1.0 CMP ELEC TRANS EST I SEWER MANHOLE ELEV.-8238.9 RIM ELEV.= 8245.0 I A 11 1 -1 11 r \/A TI llnl LO' LOT 7 SITE COVA ALAN SCALE: 1" � 20' -011 / GAS LINE � _ ELEC. LINE PHONE LINE _ "EST =_ MP ELEC TRANS \ \ 0 SEWER MANHOLE ®INV. ELE V.f8238.9 F.-J" L AI ID SCAF CCl/ AC-i FLAN SCALE: 1" = 20' -011 LOT LOT 7 57E FLAN SCALE: 1" = 10' =011 0 2.5 " 10' 1.25' 5' ij,4 \\_7 2014 SMA Segerberg Mayhew & Associates Architects P.C.- A.I.A. ARCHITECTURE, PLANNING, INTERIORS 101 Eagle Road - Building 6 Avon, CO 81620 Tel: 970.476.4433 Fax: 970.476.4608 info @smarchs.com www.smarchs.com W Q O W W o0 Q w� W Q W Revisions: 5U5MITTAL 1/21/1-4 FINAL CE) SET 3/1/14 Q ED F,5 fRF,5U5MITT,4L &/3/1.4 Drawing Title: SITE PLAN, SITE COVERAGE CALCULATION AND LANDSCAPE COVERAGE CALCULATION Date: 12/11/13 Project No: 35001,00 Drawn by: SM Checked by: --:< S Sheet: A2400 0 ' rowN of va Design Review Staff Approval By Joe Batcheller at 4 :40 pm, Jun 19, 2014 WINDOW SCE -4EDUL MARK UNIT VENT R.O. DIMENSIONS (U1 X N) REMARKS ,4 - V/V (2) 3' -0" X 5' -6" ARCH TOP, EGRESS B F 5' -6" X -1' -0" PICTURE - BAY v 1' -(o" X 1' -0" BAY p 2660 VN"o 2' -(0" X &l -O" E F/F (2) T -O" X 3' -0" O F O V 3' -O" X 4' -6" G V/V (2) 3' -0" X 4' -l0" U nnI_i WINDOW &CI4EDULE NOTE: I. ALL UNIT NUMBERS ARE FOR JELD -UJEN MANUFACTURER. U FACTOR: .30 (PER MANUFACTURER SPECIFICATIONS) 2, REFER TO DOOR SGHEDULE FOR FRENCH DOORS. 3. ALL UJINDOUJ HEADS SET e ro' -8" 4FF U.O.N. 4, PROVIDE TEMPERED GLASS UJHERE REQUIRED BY CODE. 5 DIRECTION OF OPERATION SHOUJN ON ELEVATIONS. EXISTING 5EIDFROOM LEVEL FLOOFR FLAN 5GALE- 1/4" - 1' =0" 7 REMOVE ALL KITCHEN COUNTERS, CABINETS AND APPLIANCES I L H�_Ji L--- - - -11= DEMO DESIGNATED WALL FOR POCKET DOOR II DEMO \ EXISTING DOOR = =4 RELOCATE WATER LINE AND VALVE AT FLOOR DEMO DESIGNATED WALLS AND FIXTURES EXISTING DOORS TO BE REPLACED WITH NEW DOORS- DEMO DESIGNATED I / rr I II WALLS AND DOORS / — rr � II I I DESIGNATED / STAIRS AND aS 0 � ED�10 5E�COM LEVEL FLOOFR FLAN 5C4LE- 1/4" = 1' -Oil DOOF &CHEDULE NOTE: I. ALL EXTERIOR DOORS TO BE WEATHERSTRIPPED. 2. ALL EXTERIOR DOORS TO BE 24" THICK 3. ALL INTERIOR DOORS TO BE 14" THICK 4. ALL DOORS TO BE STAINED AND SEALED, PER OWNER'S APPROVAL, UON. TOP & BOTTOM ALSO. 5- ALL DOORS TO BE CENTERED IN OPENING OR ON 6" + JAMB RETURNS. (ALLOW FOR WOOD CASING.) lo. PROVIDE DOOR STOPS AT ALL DOORS PER OWNER'S APPROVAL �- ALL GLAZING IN DOOR AND SIDELIGHTS TO BE TEMPERED S. ALL DOORS TO BE CASED BOTH SIDES 9. PROVIDE DOOR k DOOR HARDWARE SHOP DRAWINGS FOR OWNER'S APPROVAL PL,4N LEGEND FRENGI-I (ENTRY) TYPE ",4" EXISTING CONSTRUCTION TO REMAIN — — EXISTING CONSTRUCTION TO BE REMOVED NEW CONSTRUCTION ( INTERIOR) (INTERIOR-FAIR) TYPE "B" TYPE "C" NB LEVEL FLOOD ALAN SCALE. 1/4" - 1' -0" i i=L AN NOiRT1 4 o s © 2013 SMA Segerberg Mayhew & Associates Architects P.C.- A.I.A. ARCHITECTURE, PLANNING, INTERIORS 101 Eagle Road - Building 6 Avon, CO 81620 Tel: 970.476.4433 Fax: 970.476.4608 info @smarchs.com www.smarchs.com O O O V1 WO U F'B'I N r� Revisions: 1DR5 51JE3MITTAL 1/21/14 FINAL GE) SET 3 / /14 0 MASTEIR 5ATH REV15ION 3/1 (5/14 Q DR6 RE51JBMITT4L & / /14 Drawing Title: BEDROOM /FAMILY LEVEL EXISTING, DEMO AND NEW FLOOR PLAN Date: 12/11/13 Project No: 3001.00 Drawn by: 5M1 Checked by: 1G Sheet: A3*0 Design Review Staff Approval By Joe Batcheller at 4:41 pm, Jun 19, 2014 TOWN OF VAR 5 1' -II 1/2 �n 0 �r �n m �r m m 31-1111 EXISTING 5E:) I DN t71 LL fi im,mmm mmu -3 1' -1 1/2" 5ATH #3 Flo 1551 �g G3 101, ■ I■ I■\ ,M■■ON ■11■ - - M■■ ■►.■■■\i IN NFROMMIM \� A ,zoom • co --- � � �,-B ) � � "', 4' -4" --3' -10 1/4" 5' -I" 2'41/2` GLOSET E4 B1 UJ12 G2 BEDROOM #2 1 BEDROOM *3 F41 51 1 W12 I G2 I F-41 51 1 W12 G2 T.O.STONE 114' -m" 15AI METERS v v 7 00�1 #2 5 E) ,00�1 #3 FLOOD ALAN 5GALE- 1/4" - 1' -0" «EDROOM LEVEL) z%,I -/ II EXISTING LOFT LE-V L FLOOD �L4N 5CALE- 1/4'' = 1' -O" H II II II I I I �l I II I II I II I II I II I II I II I II I II I l� I I I E) 0 Z) 00�1 #2 " F� ID F�00M 3 FL CO ALAN 5GALE- 1/4" - 1' -0'' (5EDfP,00M LEVEL) — T - - - - -- — 1F-T -1—F-T [DEr-10 LOFT LEVEL FLOG FLAN eCALE: 1/4" - 1' =0" PL,4N LEGEND EXISTING CONSTRUCTION TO REMAIN C — — EXISTING CONSTRUCTION TO 5E REMOVED NEW CONSTRUCTION NEW 5 E) OOH 2 4 �:) 00�1 #3 FLOOD FLAN 5GALE: 1/4" - 1' -O" CE3ED OOM LEVEL) NJJ LOP7 LEVEL FLOOfR ALAN &CALE: 1/4" = 11-0l' FLAN 1 NCFT14 o 1' 21 4' 81 © 2013 SMA Segerberg Mayhew & Associates Architects P.C.- A.I.A. ARCHITECTURE, PLANNING. INTERIORS 101 Eagle Road - Building 6 Avon, CO 81620 Tel: 970.476.4433 Fax: 970.476.4608 info @smarchs.com www.smarchs.com W Q O W � aQ W o� U 0 W o0 Q w� W Q W Revisions: 1DR5 5UBMITT ,4L 1/2 /14 FIN ,4L CC) 5ET 3/1/4 Q M,45TER 5.4TN REV1510N 3/1x/14 Q [DR5 RESU5MITT4L 6/3/14 Drawing Title: LOFT LEVEL EXISTING, DEMO AND NEW FLOOR PLAN & BEDROOM #2 & #3 EXISTING, DEMO. AND NEW FLOOR PLAN Date: 12/13/13 Project No: 3E,007,00 Drawn by: 5M Checked by: <5 Sheet: A3.1 Design Review Staff Approval ��� By Joe Batcheller at 4:41 pm, Jun 19, 2014 2T -9" VA mm II L� PLANTER 15' -m 1/2" CRAWLSPACE VENT V -9" V -9 1/4" SEE SHEET ALI FOR ALL DIMENSIONS OF DECKS AND PATIOS. D.W. 0 0 I - F5 KITCHEN 2 I4A� LL IJ B4 C _I P3 1 5' -11/4" 2' -I0" 4' -6 1/2" GRAUJLSPAGE Fx VENT UNDER FLOOR SYSTEM T -1 1/4" r- "` m 5' -13/4" POWDEF 51/2" 31/2" 2" F(o B51 N 4' -8" ' 452 ❑ STUDY - 51/2" F4 w12 B1 G2 \ 0. '.>I To VING LEVEL FL000 FLAN NOO< #,O , SCALE: 1/4 11 _ 11 -011 IDE�10, LIVING LEVEL FLOOIR FLAN — &GALE: 1/4" = 1' -0" TABLE Oa,' -m" 0 0 DIA EXIST. KITCHEN I CUSHIONS IJ I NEW l 5RE,4KF,4ST NOOK UJOOD � Fx FOLDINCx L, DOORS EXIST. STUD1' 0 NEW LIVING LEVEL FL ::��5f;REA<F:Ae7 NOO< ,44.0 SCALE: 1/4" = 11 -011 m LINE OF NEW ROOF i ABOVE ®r-11 LINE OF EXIST. CONC. LUALL BELOW .sa I 00f;R FLAN — N NOTE: SCREW THRU SLEEVES INTO PIPE EA. SIDE OF PL- 1 1/2" 2 3/4" SAW CUT ROOFING AND SEAL CONT. 3/8" PL CONT. AT 5' -O" O.G. MAX., WELD TO BASE PL. EXPANDED METAL MESH W/ CONT. GAP -3 TOP 8 ENDS, WELD TO PIPE (P) d" I nNje- SI 1 =K\/;=S I IKI M SNOUJ FENCE E�A f L SCALE: 1 1/2" = l' =0" 3/8" X 9" X 12" PL. RUN ICE 4 WATER SHIELD COMPLETELY OVER TO SEAL 3/8" X 9" X 9" PL. OVER SOLID BLOCKING (4) 1/2" � BOLTS (HEADS UP) W/ NUTS AND LOCK111,46HERS W FRO OF FLAN 0 FLAN N0fil4 © 2013 SMA Segerberg Mayhew LINE OF NEW T - SNUGGERY ABOVE 8.81 ft 1 32—_ Tel: 970.476.4433 Fax: 970.476.4608 (FURRING) I _ LINE OF EXIST. GONG. WALL BELOW - 1 W I I TABLE Oa,' -m" 0 0 DIA EXIST. KITCHEN I CUSHIONS IJ I NEW l 5RE,4KF,4ST NOOK UJOOD � Fx FOLDINCx L, DOORS EXIST. STUD1' 0 NEW LIVING LEVEL FL ::��5f;REA<F:Ae7 NOO< ,44.0 SCALE: 1/4" = 11 -011 m LINE OF NEW ROOF i ABOVE ®r-11 LINE OF EXIST. CONC. LUALL BELOW .sa I 00f;R FLAN — N NOTE: SCREW THRU SLEEVES INTO PIPE EA. SIDE OF PL- 1 1/2" 2 3/4" SAW CUT ROOFING AND SEAL CONT. 3/8" PL CONT. AT 5' -O" O.G. MAX., WELD TO BASE PL. EXPANDED METAL MESH W/ CONT. GAP -3 TOP 8 ENDS, WELD TO PIPE (P) d" I nNje- SI 1 =K\/;=S I IKI M SNOUJ FENCE E�A f L SCALE: 1 1/2" = l' =0" 3/8" X 9" X 12" PL. RUN ICE 4 WATER SHIELD COMPLETELY OVER TO SEAL 3/8" X 9" X 9" PL. OVER SOLID BLOCKING (4) 1/2" � BOLTS (HEADS UP) W/ NUTS AND LOCK111,46HERS W FRO OF FLAN 0 FLAN N0fil4 © 2013 SMA Segerberg Mayhew & Associates Architects P.C.- A.I.A. ARCHITECTURE, PLANNING, INTERIORS 101 Eagle Road - Building 6 Avon, CO 81620 Tel: 970.476.4433 Fax: 970.476.4608 info @smarchs.com www.smarchs.com W QO W O �O WO W U O w� N Revisions: D5 SU5MITT/4L 1/21/14 FIN,4L CD SET 3/1/14 Q [)R5 RESU5MITT;4L &/3/14 Drawing Title: ROOF PLAN Date: 12/11/13 Project No: 3500.00 Drawn by: SM Checked by: i5 Sheet: A4.0 Design Review Staff Approval TOWN OF By Joe Batcheller at 4:41 pm, Jun 19, 2014 LOFT LEVEL T.O.G1'PGRETE 134' -O" LIVING LEVEL T.O.GYPGRETE 124' -m" BEDROOM LEVEL T.O.GI'PGRETE 114' -m" LSP,4GE NEW 51DCCM LEVEL 5JILDING SECTION SCALE: 1/4'' - 1'=0 NEW LOFT LEVEL UJ 5T L ,�' TI0 )CALE: 1/4" - 1' -0" ( a �NEUJ LOFT LEVEL 5UIL1>NG 5ECTION NUJ [�COM LEVEL NOTE ELEVATION SCALE, 1/4" - 11_0 5C,4LE. 1/4" = 1' -01" NEW LOFT LEVEL SOJT� ELEVA ON 45.E SCALE: 1/4" = 11-011 NEW GUTTER AND DOWNSPOUT, TO MATCH EXISTING METAL RAIL, TO MATCH EXISTING NEW COPPER ROOF AT BAY WINDOW NEW BAY WINDOW ENE NEER ON WALL 1STING INC. WALL NEW LOFT LEVEL 5 LIDING e CTION eGALE: 1/4" = l' -0" lit II Elm III a U11 11 iwml1� =I 01MINIMIN OPEN BELO T.O. T 126' -0" T8G SOFFIT BOARD T.O. STRUCT. PLY. Ai--, SYNTHETIC SNAKE ROOFING TO MATCH APPEARANCE OF EXISTING ROOFING R -49 BLOWN -IN INSULATION SETEE WITH DRAWERS BELOW 2x6 FRAMING WITH R -21 BLOWN -IN INSULATION T.O. GYPCRETE 134' -0" BASE TRIM BOARD R -49 BLOWN -IN INSULATION EXISTING WALL BEYOND EXISTING WALL T O. WALL a 0" ALL OIL EXISTING 2-11 ' -(o " 123' -11" Y JJ LOFT LEVEL 5J ILA INS SECT ION SCALE. 1/4" - l' -�" NLU LOFT LEVEL EAST LV /4TION SCALE. 1/4" - 1' =0I 41) PLAN NORTH © 2013 SMA Segerberg Mayhew & Associates Architects P.C.- A.I.A. ARCHITECTURE, PLANNING, INTERIORS 101 Eagle Road - Building 6 Avon, CO 81620 Tel: 970.476.4433 Fax: 970.476.4608 info @smarchs.com www.smarchs.com W Q O W � aQ W o0 Q w W Q W Revisions: DR5 5UE3MITT,4L 1/21/14 FIN ,4L CD SET 3/1/14 DRE3 RE5U5MITT ,4L �)/3/I4 Drawing Title: NEW ADDITION BUILDING ELEVATIONS AND SECTIONS Date: 12/17/15 Project No: 35007.00 Drawn by: SM Checked by: =< 5 Sheet: A5.0 Design Review Staff Approval By Joe Batcheller 4 Jun 19, 2014 Segerberg Mayhew TOWN OF VAIL at :41 pm, &Associates Architects P.C.- A.I.A. ARCHITECTURE, PLANNING, INTERIORS 101 Eagle Road - Building 6 Avon, CO 81620 Tel: 970.476.4433 Fax: 970.476.4608 info @smarchs.com www.smarchs.com J ENTRY BED M O 4 O -' FD. NI/ 6' / -411 01 Ile V FIELD Y O XIST Cs S7 L 8 -� ' LI all - NE A VE r F I / DN= N W DE �� / T.O. STONE 115' -0" N 19 1 1 - r e E TAL GU RD / / GAS METERS / TO REMAIN r--� IL, T m E / / / THRU -WALL - SCUPPER 0 WaL i e L G� 8 N +111'-6" METAL HAND v RAIL, PAINTED 511 -' a (FIELD RIFY TO ALIGN WITH EXISTING STAIR WALL) LINE OF STONE CAP � z I' -2" I' -m" I' -(0" LINE OF STONE WALL 6' I_ II l l (E (STING) 31-411 LINE OF GONG. WALL n, 31.6 il 31 -011 -I (EXISTING) T.O. STONE +109' -(0" 1�9' - /o (FIEL VERIFY) (VERIF'1 TO MATCH EXISTING STAIR WALL T.O. STONE SLOPES -' CON(= IGURATION) (lm O X rn �- 1.6 (P /70 = Oz EXISTING HANDRAIL ( X16TIN) ALIGN NEW Z -{ TO PORTION OF STAIR M /-0 —+ REMAIN WALL WITH EXISTING STAIR WALL Revisions: O O A 3 DRE3 5UE3MITTAL 1/27/14 E i FINAL C-D 5ET 3//14 r 0 DRI5 RE5UBMITTAL o 6/3/14 > X �N GS m CIP _J � z U-1 lx 12 12 TRASH p SYNTHETIC SNAKE ROOFING TO MATCH NEW STANDING SEAM COPPER ROOF ON 4 ENCLOSURE (BELOW) Q APPEARANCE OF W.P. MEMBRANE ON z Drawing Title: EXISTING ROOFING. STRUCTURAL FRAMING ENLARGED NEW DECK F —1 w /STAIR PLAN, DETAILS GUTTER AND DOWNSPOUT TO f ❑ MATCH EXISTING > TOP PLATE NEW GUTTER, PROFILE TOP PLATE TO MATCH EXISTING / RE: ELEVATIONS 2xE: 6 CONT. BLOCKING R ELEVATIONS SHAPED 2x10 ROUGH L SAWN WOOD FASCIA, 6' ! 2x8 ROUGH SAWN I TO MATCH EXISTING — R -49 BLOWN -IN WOOD FASCIA 2X8 GONT. 5LOCKING INSULATION T4G WOOD CEILING 2x10 CONT. BLOCKING / 2x8 ROUGH SAWN WOOD FASCIA Date: 12/1/1 2x12 ROUGH SAWN WOOD CEILING BEAMS Ix TRIM, TO WOOD FASCIA, TO MATCH EXISTING p MATCH EXISTING 2,_O„ Project No: 5007.00 2X10 GONT. SLOGKINCx 1x6 T4G V- GROOVE WOOD SIDING, TO MATCH EXISTING Drawn by: sM STONE VENEER, TO [ / Checked by: Ix TRIM, TO MATCH EXISTING MATCH EXISTING 1x6 T4G V- GROOVE WOOD SIDING, TO Sheet: MATCH EXISTING 21-011 5.0 Ix2 TRIM, TO RE: ELEVATIONS MATCH EXISTING 4 ROOF PLAN FLAN NOF;T i f DETAIL- E) TA f ('_i_ NL ,4 :D NEW E)C;< / \5T,4 I FLAB A690 ��J_o SCALE: 1 1/21' _- 11-011 ��J_o SCALE: 1 1/21' = I'-01I �t J-0 5CALE, 1/21' = 1'-011 0 1' 2' .4' 01 ©2013 SMA REFLECTED CEILING PLAN NOTES 1, NOTIFY ARCHITECT IF CONFLICTS OCCURS BETWEEN ARCHITECTS RCP AND MECHANICAL, ELECTRICAL, PLUMBING, OR FIRE SPRINKLER DRAWINGS. 2. ALL OPENING HEIGHTS AND CEILING HEIGHTS NOT SHOWN SHALL BE REVIEWED WITH THE ARCHITECT PRIOR TO FRAMING CEILINGS. CEILING HEIGHTS ARE NOT TO BE ADJUSTED WITHOUT THE APPROVAL OF THE ARCHITECT. 3. ALL OPENING HEIGHTS AND CEILING HEIGHTS INDICATED ARE APPORXIMATED FROM T.O. STRUCTURAL PLYWOOD OR T.O. SLAB TO FINISH CEILING. 4. ALL CEILINGS ARE GYP. BD. U.O.N. 5. > INDICATES CEILING SLOPE ro. SEE STRUCTURAL DRAWINGS FOR ALL FRAMING -1. REFER TO SCHEMATIC ELECTRICAL PLANS FOR ALL SURFACE MOUNTED FIXTURES OT rowN of VAIL Design Review Staff Approval By Joe Batcheller at 4:41 pm, Jun 19, 2014 Cx_ ENERAL ELECTRICAL NOTES: 1. THESE DRAWINGS ARE SCHEMATIC AND SHOW INTENT ONLY. ALL ELECTRICAL SYSTEMS TO BE DESIGN /BUILD. CONTRACTOR REQUIRED TO PROVIDE ANY ADDITIONAL DRAWINGS AND INFORMATION REQUIRED BY STATE AND LOCAL OFFICIALS. 2. CONTRACTOR TO COORDINATE AND INSTALL A BUILDING SECURITY SYSTEM (VERIFY SYSTEM NEEDS WITH OWNER). 3. COORDINATE SOUND /SPEAKER SYSTEM AND ALL AUDIO -VIDEO - COMPUTER SYSTEMS AS REQUIRED WITH OWNER. PROVIDE MIN. GAT -5 WIRING TO MULTI -MEDIA LOCATIONS. 4, CONTRACTOR TO PROVIDE AND INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUT, PER ALL APPLICABLE CODES. PROVIDE EXHAUST FANS CONNECTED TO GAS DETECTORS WHEREVER PROPANE FUELED BOILERS AND HEATERS ARE LOCATED. 5. CONTRACTOR TO COORDINATE AND PROVIDE POWER FOR ALL MECHANICAL SYSTEMS, ELECTRICAL DEVICES, APPLIANCES, ETC. ro. THE CONTRACTOR IS RESPONSIBLE FOR ALL APPIANCE OUTLETS, DISPOSALS ADN POWER FOR SYSTEMS NOT SHOWN ON THESE PLANS. -1. INTERIOR DESIGNER IS TO SUPPLY APPLIANCE PACKAGE FOR ELECTRICAL REQUIREMENTS. 5. AUDIO /VIDEO CONTRACTOR IS TO SUPPLY ALL POWER REQUIREMENTS FOR ALL A/V EQUIPMENT. CONTRACTOR IS RESPONSIBLE FOR MEETING ALL APPLIACABLE CODES AND GFI REQUIREMENTS. 9. REFER TO LANDSCAPE DRAWINGS FOR SITE LIGHTING AND POWER REQUIREMENTS IN ADDITION TO WHAT IS SHOWN ON THESE LAYOUTS. 10. ALL CONVENIENCE OUTLETS MOUNTED AT 15" AFF TO (ti U.O.N. 11, COORDINATE WITH ARCHITECT AND OWNER FOR ALL DEVICE LOCATIONS. 12. PROVIDE SLOPED CEILING TRIM RINGS ADEQUATE TO SET FIXTURES LEVEL AT SLOPED CEILINGS. 13. RECESSED CAN LIGHTS IN SLOPING CEILINGS TO BE SEALED IC CAN FIXTURES UL APPROVED FOR TENTING WITH TIGHT INSULATION ABOVE. 14. ALL LIGHTS AT SHOWERS AND TUBS TO HAVE GASKETED OPAL LENS. 15. GANG SWITCHES TOGETHER WHENEVER POSSIBLE AND LOCATE AS DIRECTED BY OWNER. SCHEDULE WALK - THROUGH WITH OWNER PRIOR TO ROUGH -IN. I(o, IN ADDITION TO WALL OUTLETS SHOWN, PROVIDE GFI PROTECTION PER CODE THROUGHOUT BUILDING. 1 -1. CONTRACTOR TO COORDINATE THERMOSTAT LOCATIONS (PER MECHANICAL DESIGN /BUILDER'S RECOMMENDATIONS) WITH OWNER. IS. COORDINATE SWITCH IN DOOR JAMBS TO ACTIVATE WITH DOOR LEAF WHERE INDICATED. 19. CONTRACTOR TO COORDINATE RECEPTACLES, POWER, AND REQUIRED CONTROL CIRCUITRY FOR ALL HEAT TAPE ON ROOF, IN GUTTERS AND DOWNSPOUTS, AND THROUGH UNDERGROUND DRAINAGE TO DAY LIGHT AND OTHER DESIGN /BUILD MECH., ELEC., PLUMBING SYSTEMS. 20. BEDROOM CIRCUITS TO BE PROTECTED WITH ARC -FAULT INTERRUPT. 21. ALL ABOVE COUNTER RECEPTACLES TO BE GFI. 22. PROVIDE POWER AND CONTROLS FOR ELEVATOR PER MANUFACTURER'S REQUIREMENTS. 23. EXHAUST FAN LOCATIONS ARE SHOWN SYMBOLICALLY ON THE PLANS. VERIFY EXHAUST FAN LOCATIONS WITH MECHANICAL CONTRACTOR. 24. COORDINATE WITH OWNER FOR POWER AND LIGHTING REQUIREMENTS OF POSSIBLE FUTURE DEVICES AND SYSTEMS. PROVIDE SPARE CAPACITY FOR FUTURE WORK. 25. CENTER LINE OF TYPICAL SWITCH AND WALL BOX DIMMER SWITCHES TO BE AT 48" A.F.F. CENTERLINE OF TYPICAL CONTROL SYSTEM KEYPADS TO BE AT 54" A.F.F. (EXCEPT AT BEDROOM HEADBOARD LOCATIONS, ABOVE COUNTERS AND ANY OTHER NON - TYPICAL KEYPAD LOCATIONS - VERIFY WITH INTERIOR DESIGNER AND OWNER). 26, DIMMING LIGHTING CONTROL SYSTEM, SUCH AS LUTRON 1HOMEWORIK6 IS TO BE COORDINATED WITH OWNER, ARCHITECT, AND INTERIOR DESIGNER. 2 -1. CONTRACTOR TO PROVIDE POWER TO ALL WINDOWS FOR MOTORIZED SHADES. ACTUAL INSTALLATION OF SHADE MOTOR ONLY ON WINDOWS INDICATED. NEW 5F[DROOM LEVEL ELEC7FRICAL FLAN SCALE, 114" = 1' =0" ELECTRICAL LEGEND SYMBOL DESCRIPTION 9 DUPLEX CONVENIENCE OUTLET 94 QUADRUPLEX CONVENIENCE OUTLET mm YYi cc DUPLEX CONVENIENCE OUTLET - GROUND FAULT INTERUPT �1 ®� DUPLEX CONVENIENCE OUTLET - MOUNTED ABOVE COUNTER ❑O FLOOR MTD. DUPLEX CONVENIENCE OUTLET FLOOR MTD. HALF - SWITCHED CONVENIENCE OUTLET HALF - SWITCHED CONVENIENCE OUTLET SPECIAL POWER OUTLET $ SWITCH $3 34AY SWITCH $o DIMMER SWITCH $J SWITCH IN DOOR JAMB Q RECESSED DOWN LIGHT FIXTURE O WALL WASHING RECESSED LIGHT FIXTURE O MINI RECESSED DOWN LIGHT, LOW VOLTAGE (LV) 0 CEILING MTD. LIGHT FIXTURE -} WALL MTD. LIGHT FIXTURE U EXTERIOR WALL MOUNTED LIGHT FIXTURE O 4r\ SURFACE MOUNTED 'WEDGE' UP LIGHT FIXTURE C - - -- 7 LOW VOLTAGE STRIP LIGHT O WET LOCATION RECESSED "SHOWER" LIGHT FIXTURE ­0— UNDER - CABINET LIGHT RECESSED STEP LIGHT CEILING FAN W/ LIGHT TELEPHONE OUTLET a TV TELEVISION OUTLET d p DATA OUTLET Revisions: EXHAUST FAN Q JUNCTION BOX P} HANGING PENDANT OR CHANDELIER QSp SMOKE DETECTOR Oro CARBON MONOXIDE DETECTOR NEW BEDROOM LEVEL fREFLECfiE�D CE L ING FLAN 5GALE. 1/4" = 1' -Oil NEW LOFT LEVEL fREFLECTEE) f f NC=:� f= A SCALE, 1/4'' _ 1'-011 2 ANEW LOFT LEVEL SC:k4 �1 T f C ELECT SAL FL,4N SGALE. 1/4'' _ ]'-Oil FLAN NofRT+ 4 © 2013 SMA Segerberg Mayhew & Associates Architects P.C.- A.I.A. ARCHITECTURE, PLANNING, INTERIORS 101 Eagle Road - Building 6 Avon, CO 81620 Tel: 970.476.4433 Fax: 970.476.4608 info @smarchs.com www.smarchs.com F� O W O O V1 WO �■■� U O 4r\ N W W Revisions: DR5 5U5MITTAL 1/21/14 FINAL CD SET 3/1/14 0 MASTER SATH REV1510N 3/1x/14 Q DR5 RE5U5MITTAL &/3/14 Drawing Title: LOFT LEVEL AND BEDROOM LEVEL REFLECTED CEILING PLAN AND SCHEMATIC ELECTRICAL PLAN Date: 1_2/11/1 Project No: 35001.00 Drawn by: SM Checked by: iS Sheet: A74oO