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HomeMy WebLinkAboutDRB140020 Plans ApprovedFF,OJECT IDATA INDEX TO D >4UJING,5 Segerberg Mayhew OUJNER ARCHITECT STRUCTURAL ENGINEER MECHANICAL ENGINEER GENERAL CONTRACTOR COVER SHEET X1.0 &Associates Architects RADER ENGINEERING - SURVE,I' STEVEN READ SEGERBERG MA`I'HEW P.C.- A.I.A. 2025 4TH ST. 4 ASSOCIATES ARCHITECTS PO BOX _180 BERKELEY, CA 94-110 101 EAGLE ROAD - BUILDING 6 AVON, COLORADO 81(o20 ARCHITECTURAL AVON, COLORADO 81ro20 TEL (910) 845- -f910 EMAIL: TEL (9-10) 47ro -4433 FAX (9 -10) 845 -I522 42.0 SITE 4 GR,41DING PL,4N, SITE C0VEiR,4GE PL,4N 4 BREAD ,aREADINVESTMENTS.COM CONTACT: DREW RADER L,4NDSC,4PE C0VER,4GE PL,4N CONTACT: KURT SEGERBERG /SARAN EMAIL: DREW5<'aVAIL.NET 43.0 BEDiROOM/F,4MIL�' LEVEL EMAIL: KSEGERBERG�SMARCHS.COM ARCHITECTURE, SMIKKELSENeSMARCHS.COM EXISTING, DEMO. AND NEW FLOOR PL,4NS, DOOR PLANNING, INTERIORS ,4Np UJINpOI.0 SCI- 4EpULES LOFT LEVEL EXISTING, DEMO. NEW FLOOR ,431 ,4ND 101 Eagle Road - Building 6 FLOOR PL,4N6, BEDROOM *2 4 #3 EXISTING, Avon, Co 81620 DEMO. ,4ND NEW FLOOR PL,4N5 Tel: 970.476.4433 Fax: 970.476.4608 ,44.0 ROOF PL,4N info (o,smarchs.com www.smarchs.com ,45.0 NEW 4ppITION BUILDING ELEV,4TIONS 4NID SECTIONS ,4 &.0 REFLECTED CEILING i=L,4NS ,4ND 5CHEM,4T1C, ELECTRIC,4L i=L,4NS SF -1 SQU,4RE FOOT,4GE C,4LCUL,4T 1 ON READ REMIDDEL W 126 FOREST ROAD W VAIL ' COLOPADO Design Review Staff Approval O I--I TOWN � By Joe Batcheller at 4 :24 pm, Feb 19, 2014 T 1 O O V W C) ,455 V I AT I ONe GENE AL NOTE 5 0 IS ENER�4L NOTES: ABv ABOVE B.OF. 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.N. 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 L.H.R. LEFT HAND REVERSE SPG.PT SPRING POINT U.P.C. UNIFORM PLUMBING CODE ACC CEILING 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 SF. SQUARE FOOT (FEET) U.ON. UNLESS OTHERWISE NOTED URN URINAL ON THE DRAWINGS AND NOTED HEREIN. ^, ` �1 A.P. AC ACCESS PANEL ACOUSTICAL BRZ BLDG BRONZE BUILDING DMT D DEMOUNTABLE DEPTH, DEEP F.O.M. F.O.S. FACE OF MASONRY FACE OF STUDS CONCRETE LWG LMST LIGHTWEIGHT CONCRETE LIMESTONE O.G. ON CENTER (S) 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 D.RB. DESIGN REVIEW BOARD FAS FASTEN, FASTENER GVL GRID GRAVEL 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 OFF 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 ADH ADDITIONAL 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 STOR 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 DISPOSAL FIN FINISH (ED) 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 CPT CARPET (ED) DIV DIVISION FF. FINISHED FLOOR HWD HARDWOOD MFR MANUFACTURE (ER) OH OVERHANG, OVERHEAD RC.P. REINFORCE CINGJ SUSP SUSPENDED V.SJ. VERTICAL SLIP JOINT A/C ALM AIR CONDITIONING ALARM CSMT G.I.P. CASEMENT CAST -IN -PLACE DR DBL DOOR DOUBLE F.A. F,BRK, FIRE ALARM FIRE BRICK HD HEAP MRB M.T. MARBLE MARBLE TILE C RC.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. DOUBLE HUNG F.E.C. FIRE EXTINGUISHER 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 (C) CAULK (ING) DT.A. DN DOVETAIL ANCHOR DOWN F.H.G. FPL FIRE HOSE CABINET FIREPLACE H.v.A.C. HEATING/vENTILATING / AIR MAIL MATERIAL (S) PNL PANEL RET RETURN VF. VINYL FABRIC PROPER PERFORMANCE OF THE WORK, AIA INSTITUTE AMERICAN INSTITUTE OF CDR GLG CEDAR CEILING DS DOWNSPOUT F.Y.C. FIRE VALVE CABINET HD. CONDITIONING HEAVY DUTY MAX MECH MAXIMUM MECHANICAL PB. PANIC BAR R.A. RETURN AIR REV REVERSE, REVISION TKBD TACKBOARD Y.T. VINYL TILE Y.W.G. VINYL WALL COVERING ARCHITECTS GEM CEMENT DRN DRAIN FP FIREPROOF HT HEIGHT M.G. MEDICINE CABINET RID. PAPER TOWEL DISPENSER R.H. RIGHT HAND TEL TELEPHONE VJ, v -JOINT (ED) MANUFACTURER'S SPECIFICATIONS AND INDUSTRY STANDARD: PRODUCT HANDLING AND A.I.S.C. AMERICAN INSTITUTE OF STEEL CONSTRUCTION C G.M.T. CENTIMETER (S) CERAMIC MOSAIC TILE DR.BD D.T. DRAINAGE BOARD DRAIN TILE F.RT. F.R.I. FIRE - RESISTANT TREATED FIRE - RETARDANT H.G. HOLLOW CORE MED MBR MEDIUM MEMBER P.T.R. PAPER TOWEL RECEPTOR PAR PARALLEL R.O.W. RIGHT OF WAY Tv TELEVISION 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 T.G. TERRA COTTA BE IN STRICT ACCORDANCE WITH MANUFACTURER'S OR INDUSTRY AGENCY'S LATEST INSTITUTE CHAM CHAMFER DWG DRAWING FLG FLASHING WOR.) HORIZONTAL MTL METAL PTN PARTITION RD. ROOF DRAIN IF.H. ROOF HATCH TZ TERRAZZO WSCT WAINSCOT RECOMMENDATIONS AND SPECIFICATIONS. AS.TM. AMERICAN SOCIETY FOR TESTING GHR CHROMIUM (PLATED) DF. DRINKING FOUNTAIN FLX FLEXIBLE H.B. H.W.H. HOSE BIB HOT WATER HEATER MTFR METAL FURRING VMT PAVEMENT NT P P vE E RFCs ROOFING THK THICK (NESS) W.H. WALL HUNG A A.D.A. AND MATERIALS AMERICANS WITH DISABILITIES CIR CIR( CIRCLE CIRCUMFERENCE D.W. DUMB WAITER FLR FL.CO. FLOOR CINGJ FLOOR CLEANOUT M.RD M METAL ROOF DECKING METER (S) PED PEDESTAL PEND PENDANT R'1 ROOM THR THRESHOLD 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) R.O. 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 TtG 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 MINIMUM S AST PL PLASTER PLAS PLASTIC R.T. R RUBBER TILE TtB 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 APPD ANODIZED APPROVED COL COLUMN EA. EACH FTG FOOTING I.B.O. INSTALLED BY OTHERS MIR MIS( MIRROR 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 INSULATE (D), (ION) 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 COMPARTMENT E.W. EACH WAY FDN FOUNDATION INT INTM INTERIOR INTERMEDIATE MILD MOLDING PCz. PLATE GLASS P/L PLATE LINE SDST SANDSTONE T.OF TOP OF FOOTING W WIDTH, WIDE NECESSARY TEMPORARY COVERING, SAFETY GUARDS AND BARRIERS AS REQUIRED. CONTROL AD AUT AREA DRAIN AUTOMATIC COMP COMPRESS ( (COMPOSITE) GOMPR COMPRESS (ED), (ION), (IBLE) ELEC E.P. ELECTRIC (AL) ELECTRICAL PANELBOARD FR FRPR FREE (ID), CING) FREEZE PROOF INV INVERT (ED) MT MTD MOUNT CING) MOUNTED PLY PLYWOOD SCN SCREEN CS) SEALANT T.O.M. TOP OF MASONRY T.O.PL. TOP OF PLATE WDO WINDOW 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. C.M.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 BRG BEAM 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 < AIR T.L.D. TOTAL LOAD W.I. WROUGHT IRON BET BETWEEN CON7 CONTINUOUS OR CONTINUE EQUIP EQUIPMENT KP KIGKPLATE CN) NEW LB POUND F.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 BIT BEVELED BITUMINOUS CONTR CONTRACT (OR) CJ. 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 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.SF. POUNDS PER SQUARE FOOT SIM SIMILAR T TREAD < ANGLE 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. B.W. BOTH SIDES 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 NO PAINT PREFAB PREFABRICATE (D) PFN PREFINISHED SL SLEEVE SJ. SLIP JOINT UC UNDERCUT j 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 BOB, 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 E)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. TEMPORARY ENCLOSURES: PROVIDE TEMPORARY DUST AND DEBRIS ENCLOSURES To SEAL THE WORK AREA FROM THE REMAINDER OF THE EXISTING FACILITY. PROVIDE TEMPORARY ENCLOSURES OF PLYWOOD AND PLASTIC MEMBRANE AS WORK PROGRESS TO SECURE AND 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 f L 5�MBOL= 5 AFC I T CTU AL= � MBO � t-1,4 T I /` L 5 5 0 L 5 OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD NEW AND EXISTING ,4N �-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 E 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 -�� �� NUMBER ROOM - - LIVING= ROOM NAME AND REPAIRED TO MATCH EXISTING. MAKE SUCH EXPLORATIONS AND PROBES AS ARE _ CONTOUR SPOT ELEVATION CPL AN) A18 A18 AND NUMBER __ F2 BI w2 c3 NECESSARY TO ASCERTAIN ANY REQUIRED PROTECTIVE MEASURES BEFORE PROCEEDING WITH — — PROPERTY LINE - - I-- IYDRANT Q UJITI -I FINISI -IES. ___, '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 BE COORDINATED BY THE CONTRACTOR WITH THE OWNER. EXISTING GYPSUM BOARD TO BE WALLS CEILING o� POROUS FILL ROUGI -I UJOOD/ CONTINUOUS TESTED FOR ASBESTOS, PER THE TOWN OF VAIL REQUIREMENTS, PRIOR TO DEMOLITION AND /OR - - - -- EASEMENT /SETBACIG - - - -- -e UTILITY POLE -e BUILDINCs SECTION REMOVAL (ABATEMENT) OF ANY GYPSUM BOARD. RICsI -4T OF UJAY ❑ TRANSFORMER (ELEVATION) q� (CEILING HT. IF USED) FENCE - TOP SOIL ROUCz4 -4 UJOOD/ SALVAGE: EXCEPT FOR EXISTING CONSTRUCTION TO BE DEMOLISHED, AT NO TIME SHALL Drawing Title: LIC -s"T DISCONTINUOUS CONTRACTOR ASSUME SALVAGE WITHOUT WRITTEN PERMISSION FROM THE OWNER. ST STORM DRAIN ST COVER SHEET ^ SIC=N _� WALL TYPE 10 ASPI -4,4LT PAVING/ SAND, PLASTER CLEANING: DURING PROGRESS OF THE WORK, DO NOT ALLOW ACCUMULATION OF SCRAP, WASTE 35 SANITARY SEWER SS OO MONUMENT S 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 -40LE 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 -40NE 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 ° °° ® BENCI- 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 -4 LINE iC INDICATION REQUIREMENTS AND ADHERE TO APPLICABLE CODES. Date' �� ° 1� ° 1� IL EXISTING TREE DESCRIPTION OF ELEVATION STEEL CLCs. SCALE EXISTING PLAN "B" TREE TO BE REMOVED i8E - - - - REMOVE CHANGES TO WORK: ANY CHANGES TO THESE DRAWINGS ARE THE RESPONSIBILITY OF THE ELEVATION TOP OF PLYWOOD OL OWNER AND SEGERBERG MAYHEW ARCHITECTS SHALL NOT BE HELD ACCOUNTABLE FOR ITEMS, DO TR1,4NCsULATION 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 25 TITLE ELEVATION I. ALL DIMENSIONS ARE TO 5E FACE OF STUD UNLESS NOTED OTIHERWISE. • A� 1L,4U�I�� , ” 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 ❑ \ \ GLASS Sheet; DETAIL CUT �4 � Al2 Al2 ; SHEET NUMBER UNIFORM BUILDING CODE, MECHANICAL CODE, UNIFORM N.E.C., AND ALL OTHER NoRT+- -4 BELOW OR ABOVE 1' CONCRETE, CODES, ORDINANCES, COVENANTS, LOCAL E>. INTERPRETATIONS, AND LATEST NUMBER SHEET STUCCO 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 IS REQUIRED PRIOR TO CONSTRUCTION. Al • 1 2013 SMA LOT LOT 7 41199 HIGHWAY 6 & 24. EAGLE —VAIL P.O. BOX 1230 EDWARDS. CO. 81632 NOTICE- According to Colorado law you must commence any legal action based uppon any defect In this survey within three years after you first dYscover such defect. In no event. may any action based upon any defect In this survey be commenced more than ten years from the date of the certification shown hereon. 'K OUTCROP :.�Yl SCALE: I" — 10' DATE OF SURVEY: 6 \1794 9 INDICATES CONIFEROUS TREE & TRUNK DIAMETER 0.0 INDICATES DECIDUOUS TREE do TRUNK DIAMETER NOTE- UTILITY LOCATIONS SUPPLIED BY RESPECTIVE UTILITY COMPANIES Design Review Staff Approval Se erber Mayhew g g Y TOWN � A By Joe Batcheller at 4:24 pm, Feb 19, 2014 & Associates Architects P.C.- A.I.A. ARCHITECTURE, —— '3 1 T C O V A G C C A T ON a PLANNING, INTERIORS GAS LINE 101 Eagle Road - Building 6 Avon, CO 81620 — ELEC. LINE � RHONE LINE _ ELEC TRANS LOT 4 4 - 1 5.F. i UJINrDOIJ SCE4EDULE MARK UNIT VENT PO- DIMENSIONS (WXH) REMARKS A - V/V (2) 3' -O" X 5' -G" ARCH TOP B F 5' -6" X -1' -0" PICTURE - BAY C GLASS V 1' -6" X -1' -0" BAY D 2&&0 V 2' -ro" X (o' -m" WOOD UJINE)OUJ `3CHEDLI LE NOTE, 1, ALL UNIT NUMBERS ARE WEATHERSHIELD STANDARD WINDOW NUMBERS. 2. REFER TO DOOR SCHEDULE FOR FRENCH DOORS. 3. ALL WINDOW HEADS SET a 6' -S" AFF U.O.N. 4. PROVIDE TEMPERED GLASS WHERE REQUIRED BY CODE. 5. PROVIDE EGRESS HARDWARE WHERE REQUIRED BY CODE. (o. DIRECTION OF OPERATION SHOWN ON ELEVATIONS. n2l_i EX�5TNG 5 FDF00�1 LEVEL FLOOD FLAB &CALL: 1/4 _ 1'-0` ID00� 5CHEDUL.E MARK TYPE LOCATION SIZE (W X H) MATERIAL DOOR FRAME HARDWARE NOTES Bedroom Level lmm 1 A ENTRY 3'- O "XT -6" GLASS WOOD ENTRY lml C BEDROOM (2) WOOD WOOD PRIVACY lm2 C BEDROOM - CLOSET MATCH EXIST. REPLAGE EXIST, DOOR WITH NEW lm3 C BEDROOM - CLOSET MATCH EXIST. REPLACE EXIST. DOOR WITH NEW F04-1 B BATH MATCH EXIST. REPLAGE EXIST. DOOR WITH NEW lm5 BATH - SHOWER 2' -(o" GLASS PER MFR. GLASS SHOWER DOOR 4 SIDE PANEL O(1 1 B BATH - UJ C 2' - 4 "xT - (o " WOOD WOOD PRIVACY F0-11 B FAMILY 3' -(01IXT -roll WOOD WOOD POCKET 1m8 C BEDROOM #2 - GREEN ROOM (2) 2' -4 'x1' -ro1' WOOD WOOD SLIDING lm9 B BEDROOM 113 - PINK ROOM 2' -4 "x -1' -roll WOOD WOOD POCKET 0 C BATH #3 (2) 2'- O "x -l' -�o" WOOD WOOD SLIDING Loft Level 2m0 MASTER BATH EXISTING DOOR TO REMAIN O-1 C MASTER BATH - CLOSET (2) 2'- 0 "x -l' -ro" WOOD WOOD TOP CATCH WITH DUMMY 2O2 B MASTER BATH - DRESSING 2'- 4 "xT -(o" WOOD WOOD PASSAGE 2m3 B SNUGGERY 3'- O "x7' -ro" WOOD WOOD POCKET 2m4 A SNUGGERY 2'- ro "x -1' -6" GLASS WOOD ENTRY F— I REMOVE ALL KITCHEN I I COUNTERS, CABINETS AND APPLIANCES Ir �I I � J III L-- - - - -1— DEMO EX15TING DOOR = I�DEMO DESIGNATED WALL FOR POCKET DOOR II RELOCATE WATER LINE AND VALVE AT FLOOR DEMO DESIGNATED WALLS AND FIXTURES EXISTING DOORS TO 5E REPLACED WITH NEW DOORS- DEMO DESIGNATED l� / i I WALLS AND DOORS / i II I II I I I I DESIGNATED STAIRS AND ED �10 5 ED 00�1 LEVEL FLOOD ALAN_ SCALE: 1/4" = l' -O DOOfR &CI4EDL�L_E NOTEe: FRENCH I. ALL EXTERIOR DOORS TO 5E WEATHERSTRIPPED. 2, ALL EXTERIOR DOORS TO 5E 24" THICK 3. ALL INTERIOR DOORS TO BE 14" THICK 4. ALL DOORS TO 5E STAINED AND SEALED, PER OWNER'S APPROVAL, UON. TOP 4 50TTOM ALSO. 5• ALL DOORS TO 5E CENTERED IN OPENING OR ON 6" + JAMB RETURNS. (ALLOW FOR WOOD CASING.) (o. PROVIDE DOOR STOPS AT ALL DOORS PER OWNER'S APPROVAL �- ALL GLAZING IN DOOR AND SIDELIGHTS TO 5E TEMPERED 8, ALL DOORS TO 5E CASED 50TH SIDES 9. PROVIDE DOOR d DOOR HARDWARE SHOP DRAWINGS FOR (ENTRY) OWNER'S APPROVAL TYPE "All (INTERIOR) (INTERIOR -PAIR) TYPE 11811 TYPE "C" Design Review kr' Staff Approval ��ilt � By Joe Batcheller at 4:25 pm, Feb 19, 2014 TOWN OF PLAN LEC3ENE) EXISTING CONSTRUCTION TO REMAIN — — EXISTING CONSTRUCTION TO BE REMOVED ® NEW CONSTRUCTION NEW F5ETDF0Ct-1/F=AQ Lr LEVEL FL OOF FLAN SCALE: 1/4" = l' -O' 400 PLAN NOf2tN Qovgmiiw ©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 � QQ z �o w x Q w x Revisions: DFR5 5UF3 11TTAL 1/21/14 Drawing Title: BEDROOM /FAMILY LEVEL EXISTING, DEMO AND NEW FLOOR PLAN Date: 1_2/17/13 Project No: 35007.00 Drawn by: 7TM<l Checked by: Sheet: A3 • PLAN LEGEND Design Review EXISTING CONSTRUCTION TO REMAIN Se ber hew g g Mayhew y Staff Approval [ _ _ ] EXISTING CONSTRUCTION TO 5E REMOVED & Associates Architects TOWN OF VAIL By Joe Batcheller at 4:25 pm, Feb 19, 2014 NEW CONSTRUCTION P.C.- A.I.A. ARCHITECTURE, PLANNING, INTERIORS 101 Eagle Road - Building 6 i U o - _ _ Avon, CO 81620 ;1T111= I Tel: 970.476.4433 I' -I I/2" 5ATH #3 I I I I Fax: 970.476.4608 O UP m Flo 55 , C3 DN 5' -0" UP DN I I info @smarchs.com eo LL W-1 15A� www.smarchs.com e 1'- 11 1/2 1,41 jN _3 0 = N _ 01 I DEMO m 7 1_01 - 3 -Im DESIGNATED 10 01 VANITY AND — - T/7 FIXTURE n I -- 154 � - LLI u 1054 0 DEMO. WALL AND POCKET 47 NEW DBL. _ 552 -' .„ DOOR �� VANITY (K 7 REMOVE EXIST. i / I II I II NEW SLIDING -- CLOSET CLOSET cA - R e S DOORS —I _ I II I DOORS CD 6' -11 3/4" 4' -4" 5 1/2" m ' -10 1/4" 5' -1" 2' -4 1/2" II /� II tL \ II REMOVE DOOR I II I II �`� 108 NEW SLIDING CLOSET DOORS TWIN NEW POCKET REUSE EXIST. DOOR NEW AM5" FOR POCKET , - CLOSET I EXTENSIONS DOOR 1=4 B1 UJ12 C2 REMOVE EXISTING DEMO DESIGNATED co CLOSET DOORS WALL AND DOOR I QUEEN - BEDROOM #2 BEDROOM METERS BEDROOM #2 F4 51 UJ12 C2 # BEDROOM 3 E4 51 W12 C2 METERS � BEDR OOM #2 (GREEN ROOM) BEDROOM BEDR #3 (PINK ROOM) (GREEN ROOM) REE R ❑ TWIN �� #3 — (PINK ROOM) LE �1 H T.O.STONE � Q O \b, cn P2 F P1 O l O � (',__�EXIeTING 00 0 OOO #2 5EIDIROOM #3 OL OOH �=L A0 , 0 00 5 [D COO #2 4 0 0 FR000 #3 FLOOfR FL ,40 ('-4')NEUJ 5EIDFROOM #2 4 5E [D OOO #3 FL OOH L ,40 N �.1 SCALE: 1/411 � 1 -O (5ED OOM LEVEL) X3.1 SCALE: 1/4 � 1 -O (5EE)F,00M LEVEL) X3.1 SCALE: 1/411 � I -O (5ED OOM LEVEL) �T1 2' 6 /2 2'- 3/1/2 -3Y" I, -6„ _4) 43' -6" e (01-011 I'_(Oil 61-011 — — _ _ EXISTING FOUNDATION WALL (01-011 51/2" — - - - -- 0 2' -0.. -2. 8.. 21.211 10 T —�T 1 — �T� DEMO EXISTING 1 1 1 DECK STAIR AND I I 1 1 1 II I I I II - °' F2 0_47I ` D SETEE LINE - RAIL ING I I I OF O ITF _ II BEAM A50VE LINE OF SPA SPA II SPA OPEN TO — — — — — — — — ROOF Revisions: II II 5ELOW I OVERHANG 1 1 II II DR5 5U5MITT;4L 1/21/14 I� SNUCCxE Rl ` DEMO I I II EXISTING �L 1 - -- - -- ______= DECK AND -] III RAILINGS II TERRACE II (BELOW) 1 m T.V. TERRACE (BEL W) M � T.O.STONE r II DEMO DESIGNATED II I WALLS AND DOORS POCKET DOOR 133' -11" I MASTER BEDROOM 18A� „ 3'- 5 I/2 M,45TER C SET I I I II II a 5UILT -IN WET BAR ALIGN F-4 51 W12 C� 1=4 51 UJ 3 C2 MASTER _ _ �— \ r r � BEDROOM — — — — — — — — — — — — — — TT_ \ TERR,4CE BEDROOM I I _ `n ATTIC I� - - - - -� - — — — I— — — - — — — — — — — — (BELOUJ) ALIGN — L — �— ° F_ — — — — M. SHOWER 1- M ASTER ,4TH 5 6� F6 55 C� DE D GN D N LL D oR DRESSING m CLOSET DRESSIN ID1 CLOSET Drawing Title: 4' -II.. , - �� r10 CLOSET 0 EXISTING DEMO AND NEW 4' 511 r DE NA D I II I _ 202 FLOOR PLAN & N I IT AN I - I BEDROOM #2 & #3 EXISTING, DEMO. AND NEW ;, F9 - d _ � I EW ELEV! 353 I � x � I e W,4TER CLOSET � � � � II � x � � II I I � I � � � � I 1 x v ITY � FLOOR PLAN 4 I I Flo B5 , C3 T.0.r3Yf=CFETE - - �v � r 47 0 m — � I x L SITTING I � SITTIN Cx - A _ 134' -0 � " � I I - 0 T.O.GYPCRETE m I Date: 12/17/13 129' -0" DN 61 � I LOFT F41 51 DN Project No: 35007.00 1 IEGN,4NIG,4L FLUE - 1=4 E 0 Drawn by: sM O E4 Checked by: Sheet: 2' -6" T.O.FRAM ING 51-311 .. ., �EX1571NG L OFT LEVEL 0L 00 FLAN 2 00 LOFT LEVEL FLOOD FLAN Z0 LOFT LEVEL FL 00 FLAN X3.1 5 C,4LE: 1 /�" = 1' =0" A3.1 SC,�LE: 1 /�" = 1' =�" X3.1 &CALE. 1 /41' = 1' —Oil FLAN 1 NCfRT�4 • o 1' 21 41 81 © 2013 SMA Design Review Staff Approval Segerberg Mayhew �, By Joe Batcheller at 4:29 pm, Feb 19, 2014 & 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 S'I'NTHETIC SHAKE ROOFING TO MATCH APPEARANCE OF 2' -0" EXISTING ROOFING LOUDER BAY 2' -m" WINDOW NEW GUTTER AND - ROOF � DOWNSPOUT NEW SNOW FENCE T.O. PLATE L NEW CUTTER AND SPA BELOW DOWNSPOUT NEW SNOW FENCE Q O 2 7:12 4 5.0 O O F I0' -6" MODIFIED W O 0 404. i:Q_1 SNOW FENCE DEMO EXISTING SNOW FENCE r O X to I r4 VF_ l^ PO II i'J - - - - -- - - - - -- EXISTING EXISTING o 1:12 1:12 z Xr p �p ul G� OVERFRAMED X N CRICKET RIDGE ¢O PK. {-IT. 152' -8" 1J U z X r' SPRG. PT. 5.sa w MECHANICAL +12' -ro 1/2'' FLUE O Ll u II I I N � tv l II II ti - — - LD = M II II II II II Revisions: II N II [)fR5 &IJ5M I TT,AL NEW COPPER DIN ROOF NEW CUTTER AND DOWNSPOUT O Drawing Title: ROOF PLAN Date: 12/11/13 Project No: 35001.00 Drawn by: 5M Checked by: <5 Sheet: ('_,')NEUJ OOr— FLAIL 4.� SGALE. 1/4" = ]'-01" FLAN NOfZ 4 © 2013 SMA Design Review Staff Approval By Joe Batcheller 4:30 Feb 19, 2014 Segerberg Mayhew at TOWN OF VAIL pm, &Associates Architects P.C.- A.I.A. ARCHITECTURE, — PLANNING, INTERIORS 101 Eagle Road - Building 6 Avon, CO 81620 Tel: 970.476.4433 LOFT Fax: 970.476.4608 info @smarchs.com www.smarchs.com LOFT LEVEL T.O.Cx1'PCRETE 134' -m" L_ Ll &TUD'Y NE W N =W u TE �D COPPER NEW T\ ROOF O r, O SOT COPPER ROOF _\12 LIVING LEVEL 4 ❑ T.O.Cx1'PGRETE Jk T.O. PLATE 124' -O" -IRA � T.O. STRUCT. PLY. OIL 12 2'-9 " NEW � T C:) U [ 12 149'- 5 -3/8" WALL M UNITED FI ❑� / \ [� SYNTHETIC SNAKE ROOFING MATCH NEW DECK ENTRY FAMILY ; \ [� [[�� F� -UR NEW DOOR O [� \ WOOD N APPEARANCE IN EXISTING ROOFING EXISTING STAIRS TO REMAIN NEW DECK AND STAIRS ADDITION / ❑ ❑ - �J a Do O ' L DD Q c BEAMS SNUGGERY T.O. PLATE O Mal] ; SAND STONE ° CAPS r T.O. STONE T.O. x" ° BEDROOM LEVEL -CRETE � D O o � a �]0� D SLOPE SLOPE F-- T.O.GYf 114'- m" ❑ ❑ J Dun I Jk T.O. STONE 13 - 60NE 113' - 0" I I NEW DECK ❑ a o Jk T.O. STONE - a - AND STAIR ���� [ NEW STONE - e SETEE WITH / DRAWERS BELOW P+I IMP 111' - (o 1 CR,4UJLSP,4CE - - QDo Z VENEER TO MATCH EXT. \ 6, / D� BLOWN -IN Q� O THRU -WALL SCUPPER IL INSULATION �T NEW STONE SAND STONE T.O. GYPCRETE ICI l ^ VENEER TO MATCH ° QD ❑ CAPS - � N EXT. o J Do - J T.O. WALL EXISTING WALL O �. T.O. WALL OIL - - -- T.O. WALL l O E - - - -� II 128' -m" T.O. � WALL OIL I- EX15TING 21'.9 - - -- — — — — — — - L II - - — — — — — -- T.o.coNC. OIL TERRACE 12 i 0 T.O. STONE OIL 123' -11 " �T1 �NEUJ 5 I) OOH LEVEL U L ING SECTION 5 ❑ UJ 5 D OOH LEVEL NC T�4 ELEVATION ('.4')NEUJ LOF7 LEVEL JILL I❑ SECTION �.O SCALE. 1/4" = 1'- l' AS. &GALE: 1/4" = 1' -011 &CALE: 1/4" = 1' -O" 4 4 Revisions: 3.0 5.0 DRE3 5UE3MITTAL 1/21/14 BUILDING ADDITION BUILDING ADDITION op NEW SNOW SYNTHETIC SHAKE NEW GUTTER AND FENCE ROOFING TO MATCH DOWNSPOUT APPEARANCE OF EXISTING ROOFING SYNTHETIC SHAKE 5x12 12 SYNTHETIC SHAKE ROOFING TO MATCH OUTRIGGER, ROOFING 70 MATCH APPEARANCE OF TYP, APPEARANCE OF EXISTING ROOFING EXISTING ROOFING - NEW COPPER ROOF i i � � NEW SNOW FENCE AT BAY WINDOW / \ / \ NEW GUTTER AND NEW GUTTER AND DOWNSPOUT DOWNSPOUT T 000 Drawing Title: \ LOFT NEW BAY / \ WAILL MOUNTED LIGHT FIxTURE NEW ADDITION LEVEL / WINDOW O BUILDING ELEVATIONS 0 NEW BAY NEW PATIO AND SECTIONS SIDING TO = \ WINDOW SIDING TO = \ / DOOR MATCH _ \ MATCH - EXISTING EXISTING II II T.O. GYPCRETE 77 dd kH�� Date: 12/1/13 ---------------- --- -- 134' -0" 1 r - -- - -- - - = - -- - - �J �- _ EXISTING L - Project No: 35007.00 GONG. WALL L - L- LIVING EXISTING I I LEVEL CONC. WALL I Drawn b y- sM L —�� Checked by: - -J I Sheet: 3 � LOFT LEVEL LJ 57 ELEVATION- 2 � / � �// 1 NEW LCFT LEVEL ,45T L VATIO ��ALE: 1 /�" = 1' =s�" AS. ��ALE: 1 /�" = 1' -" A�.� SCALE: 1/4" = 1' =O" FLAN NOfRfi�4 � © 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 FIN16H CEILING. 4. ALL CEILINGS ARE GYP. BD. U.O.N. 5. > INDICATES CEILING SLOPE (o. SEE STRUCTURAL DRAWINGS FOR ALL FRAMING 7. REFER TO SCHEMATIC ELECTRICAL PLANS FOR ALL SURFACE MOUNTED FIXTURES GENERAL ELECTRICAL NOTES: 1. THESE DRAWINGS ARE SCHEMATIC AND &HOW 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 A& REQUIRED WITH OWNER. PROVIDE MIN. CAT -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. /o. 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. S. 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 � 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 GA&KETED OPAL LENS. 15. GANG SWITCHES TOGETHER WHENEVER POSSIBLE AND LOCATE AS DIRECTED BY OWNER. SCHEDULE WALK - THROUGH WITH OWNER PRIOR TO ROUGH -IN. 16. IN ADDITION TO WALL OUTLETS SHOWN, PROVIDE GFI PROTECTION PER CODE THROUGHOUT BUILDING. 11. CONTRACTOR TO COORDINATE THERMOSTAT LOCATIONS (PER MECHANICAL DESIGN /BUILDER'S RECOMMENDATIONS) WITH OWNER. 18. 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). 2ro. DIMMING LIGHTING CONTROL SYSTEM, SUCH A& LUTRON HOMEWORK& 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. NE�J 5ED��00�1 LEVEL ('4 -�5Ck�E�14T�C ELECTFZCAL f=L,4N 5CALE 1/4'' ]'=O` ELECTRICAL LEGEND SYMBOL DESCRIPTION 9 DUPLEX CONVENIENCE OUTLET R4 QUADRUPLEX CONVENIENCE OUTLET mm YYi DUPLEX CONVENIENCE OUTLET - GROUND FAULT INTERUPT (fl)AC 7C DUPLEX CONVENIENCE OUTLET - MOUNTED ABOVE COUNTER ❑® FLOOR MTD. DUPLEX CONVENIENCE OUTLET FLOOR MTD. HALF - &WITCHED CONVENIENCE OUTLET HALF- 5WITCHED CONVENIENCE OUTLET 9 SPECIAL POWER OUTLET $ SWITCH $3 3 -WAY SWITCH $r,> DIMMER SWITCH $J SWITCH IN DOOR JAMB Q RECESSED DOWN LIGHT FIXTURE WALL WASHING RECESSED LIGHT FIXTURE O MINI RECESSED DOWN LIGHT, LOW VOLTAGE (LV) } CEILING MTD. LIGHT FIXTURE {i} WALL MTD. LIGHT FIXTURE EXTERIOR WALL MOUNTED LIGHT FIXTURE SURFACE MOUNTED 'WEDGE' UP LIGHT FIXTURE C - - -- ] LOW VOLTAGE STRIP LIGHT O WET LOCATION RECESSED "SHOWER" LIGHT FIXTURE -0- UNDER - CABINET LIGHT �- RECESSED STEP LIGHT CEILING FAN W/ LIGHT /_ TELEPHONE OUTLET Q TV TELEV15ION OUTLET Q p DATA OUTLET EXHAUST FAN Q JUNCTION BOX P-($� HANGING PENDANT OR CHANDELIER Qsp SMOKE DETECTOR QCO CARBON MONOXIDE DETECTOR NEW 5EDFOOM LEVEL F�EFLECfiED CE L INS FLAN SCALE: 1/4" = 1' =O" rowN of u NEW LOF7 LEVEL fREFLEC;7E:D CEILING SCALE: 1/41' _ 1' =0ii NEW LOFT LEVEL 5C�t"-IA7 f C ELEC7fRfCAL 7LAN SCALE- 1/4" = 1' =011 W LJ 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 W Q O W � QQ z �o Q U w x Q w x Revisions: DR5 5U5MITT,4L 1/21/14 Drawing Title: LOFT LEVEL AND BEDROOM LEVEL REFLECTED CEILING PLAN AND SCHEMATIC ELECTRICAL PLAN Date: 12/17/15 Project No: 5007.00 Drawn by: sM Checked by: =< 5 Sheet: A690 50,�A F007AGE CAL CAL A 0� GRFA MAX. ALLOUJASLE - &594 5F, (o0140 � 395(o 5R (PRIMARY) LIVING LEVEL: LOFT LEVEL: PRIMARY 155 5F, SECONDARY 330 5F, EHU TOTAL � 500 5F. PRIMARY UNIT = 30 (o9 5F, - 600 5.F. (Garage Gredit) PRIMARY TOTAL - 29 (o9 5F, 901 5F, UNDER ALLOWABLE SECONDARY TOTAL � 211(o 5F. - &00 5.F. (Garage Credit) SECONDARY TOTAL � 151ro 5F. PRIMARY' (EPU) + SEGONDAR�' TOTAL -- 4435 5F, 01 LCW LEVEL WALL EXFOSU C4LCUL4TfCN 0 T 1-1 1.00 ( �L�VNC=3 LEVEL e,F, Design Review Staff Approval TOWN , By Joe Batcheller at 4:31 pm, Feb 19, 2014 ( 2 L=EVEL= 5-r-- _ AAA E LEVEL �15oFo �0�0�0 ❑ ❑ ❑ ❑ ❑ ❑00 ❑a 0 .45 .15 0 .46 1.00 39 0 0 0 0 0 0 0 0 0 0 0 3.45/10= .19 ©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 a W Q O W � QQ W °x z �o W o0 Q w � � J W Q W Revisions: DRE3 5UBMITTAL 1/21/14 Drawing Title: SQUARE FOOTAGE CALCULATIONS Date: c3 -2 & - fil Project No: 34005= Drawn by: 5�4 Checked by: Sheet: S F � 1