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HomeMy WebLinkAboutDRB130189 Plans ApprovedPrivate Residence 424 Forest Road Vail, Colorado 81657 DRB130189 CR1 .10VED BY THE TOWN OF VAIL DESIGN REVIEW BOARD DATE: PLANNER: 0 RECEIVED Date:06 /10/2013 TOWN OF CAI " By: D. RHOADES Indoor Pool Renovation - DRB Submittal Revised 06.10.13 z 0 i 0 Y i I •. PM 29 a Z W aC o. A a, VAg, Inc. Archkecb & Pl. aome. vain, co n�n� 19,.7034 US i�w.i Y.4. N18l GIM ■c..:a4co Dox ws.sr w.cwe 5*0 O v � G� O y � U �aa � v Iterkkm: Al Al I—D- "A" 05.38.13: &b wbmkW "B "06.I0.13:DRB ILM d Sb- TUk: Project Cover Sheet Pm>�k. 1302.00 Sbw N. A0.0 ABBREVIATION5 SYMBOLS LEGEND GENERAL NOTES INDEX OF DRAWINGS A AMPERE LAv LAVATORY U ryw Is— It— DRAWING TITLE I. DO NOT SCALE DRAWINGS. GENERAL: ARCLITE TURALT AB AFF ANCHOR BOLT AE30VE LB(S) LP POUNDS LOW POINT 1. NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES A00 COVER SHEET AFF FINISH ABOVE FINISHED FLOOR LT LIGHT OR CONFLICTS IN THE DOCUMENTS PRIOR TO A01 INDEX AND GENERAL NOTES A23 LEVEL 2 FLOOR PLAN ALT ALTERNATE LVR LOUVER "t -� DEMOLITION, CON OR ALTERATION OF A1.3 LEVEL 3 FLOOR PLAN ALUM ALUM ALUMINUM _ i EXISTING OR NEW STRUCTURES. A3.1 NORTH ELEVATION ARCH ARGHITECT(URAL) MATL MATERIAL ' ENLARGED DETAIL BUBBLE A33 SOUTH ELEVATION APPROX APPROXIMATE MAX MAXIMUM A -00 3. DIMENSIONS ARE FROM FACE OF STUD TO FACE OF A33 WEST ELEVATION ASP ABOVE STRUCTURAL FLOOR NEC H MECHANICAL STUD, CENTERLINE OF STRUCTURAL COLUMN, AND /OR A4.1 BUILDING SECTION ATTEN ATTENUATION MED MFR MEDIUM MANUFACTURE(R) 0 BUILDING SECTION TAG FACE OF CONCRETE FOUNDATION WALLS, UNLESS NOTED OTHERWISE. BD BOARD MP MANHOLE BKG BACKGROUND MIN MINIMUM 4. ALL ANGLES ON PLANS ARE SO OR 45 DEGREE5, BLK BLOCK MISC MISCELLANEOUS 0 UNLE55 NOTED OTHERWISE. BLDG BUILDING MTG MOUNTED ELEVATION DRAWING TAG A.mc� BLKG BLOCKING MTL METAL 5. COORDINATE ALL MECHANICAL AND ELECTRICAL BM BEAM EQUIPMENT TO FIT WITHIN CEILING AND WALL PROJECT DIRECTORY 5 BOTTOM N NORTH T/O PLYWD CAVITIES /SPACES. REFER TO THE JOIST MANUAL B/O BRG BOTTOM OF BEARING N/d NIC NOT APPLICABLE NOT IN CONTRACT EL FLOOR ELEVATION TAG TR FOR MAXIMUM TRUSSED JOIST PENETRATION SIZES. REVIEW POSSIBLE CONFLICTS WITH ARCHITECT OR BRKR BREAKER NO NUMBER GENERAL CONTRACTOR PRIOR TO INSTALLATION FOR OWNER: PaiI c Trust BTU BRITISH THERMAL UNIT NOM NOMINAL )( GRID TAG DETERMINATION OF PROPER COURSE OF ACTION. FO BOX 1881 BUTH BTU PER HOUR NT5 NOT TO SCALE ALL Naples, FL 34100-05 STUN BUR BETWEEN BUILT UP ROOFING OC ON CENTER(S) 6, PROVIDE NECESSARY BLOCKING IN STUD CAVITIES IN WALLS AND CEILINGS. LOCATICN5 Contact: Ray Berry OD OUTSIDE DIAMETER N.W INCLUDE. BUT ARE NOT LIMITED TO, TOILET AND BATH C CONDUIT OH OVERHANG NORTH ARROW ACCESSORIES, WALL AND CEILING MOUNTED C/C CFM CENTER TO CENTER CUBIC FEET PER MINUTE OPP OSF OPPOSITE OUTSIDE FACE ELECTRICAL EQUIPMENT, WINDOW TREATMENTS, MANTELS, CLOSET RODS, CABINETRY, COUNTERTOPS GENERAL Transwest Construction CHNL CHANNEL OSB ORIENTED STRAND BOARD AND FALSE BEAMS. CONTRACTOR: PO BOX 8812 CJ CONTROL JOINT OZ OUNCE(5) RM LO Avon, Avon, 81620 CO O 51443 CKT CL CIRCUIT CENTER LINE P POLE LOWER ILO ROOM NUMBER TAG 1. ALL STEEL LOCATED BELOW GRADE TO BE COATED WITH BITUMINOUS DAMPPROOFING. 316 CLG CEILING PL PLATE 001 DOOR TYPE TAG FX (9"107 926.2142 CL05 CLOSET PERP PERPENDICULAR H. UNLESS OTHERWISE DIMENSIONED: CENTER DOOR AND COnta Ct: Mike SCriVers CO CLEANOUT PL TWO PLTUgOD WINDOW OPENINGS, PLUMBING FIXTURES, ELECTRICAL COL COLUMN PLUMB PLUMBING A WINDOW TYPE TAG DEVICES, HVAC DEVICES, ETC., D IRECTLY BETWEEN CON G CONT CONCRETE CONTINUOUS, CONTINUE PNT IL PAINTED PROPERTY LINE - INTERSECTING WALLS. MAINTAIN A MINIMUM OF 6" FROM INTERSECTING WALLS TO WINDOW AND /OR DOOR /aRCFiITECT: VA Inc AfGI'11LEGL5 d Planners g CORR CORRUGATED PREFAB PREFABRICATED Wl WALL TYPE TAG OPENINGS. NOTIFY ARCHITECT OF ANY PO BOX 1134 GNP CORRUGATED METAL PIPE PRO PROJECTION DISCREPANCIES. Vail CO 81658 GNU CPT CONCRETE MASONRY UNIT CARPET PRV PSF PRESSURE RELIEF VALVE POUNDS PER 5OUARE FOOT 9, COORDINATE WITH GEOTECNNICdL, CIVIL, STRUCTURAL, (910) 949.1034 CT CERAMIC TILE PSI POUNDS PER SQUARE INCH MECHANICAL, AND ELECTRICAL DRAWINGS FOR ComaCt: TON Ba5hFOrd CU CUBIC PVC POLYVINYL CHLORIDE REVISION CLOUD SPECIFICATIONS, ENGINEERING, SPACING, ETC. CW COLD WATER PW POTABLE WATER ARCHITECTURAL DRAWING DIMENSIONS GOVERN. X DR055 QT QUARRY TILE 10. REFER TO THE A5'S FOR FOR ALL CONSTRUCTION D D L W DEE H DOM E671C ESTIC HOT WATER QTY OUdNTITY A, REVISION TAG ASSEMBLY INFORMATION. CODE ANALYSIS DIAL DIAGONAL R R15ER 11. THESE DRAWINGS REPRESENT BUILDING CORE AND PARCEL NO.: 2101 - 011 -14 -004 DIAN DIAMETER RCP REFLECTED CEILING PLAN DIAPH DIAPHRAGM RD ROOF DRAIN �� BREAK LINE SHELL CONSTRUCTION INFORMATION. ANY FINISHES OR FIXTURES SHOWN ARE FOR GRAPHIC LOCATION DTL DETAIL RE REFERENCE X,12 — ROOF SLOPE TAG PURPOSES ONLY. DLU3 DRAWING REF REFRIGERATOR E EAST REINF RE O REINPORCE(D),(INS) REQUIRED STAIR DIRECTION LEADER Q. SURVEYOR TO VERIFY PROPOSED STRUCTURES SHALL NOT IMPEDE OVER ANY EASEMENTS, SETBACKS, EA EACH REV REVISION WOME51TE OR BUILDING ENVELOPE BOUNDARIES. ELEC ELECTRICAL RM ROOM ELEV ELEVATIONS /ELEVATOR RO R OPENING ASSEMBLY I SYSTEM DIAGRAM KEY 13. MECHANICAL ROOM, ATTIC, AND CRAWL SPACE EMBED EMBEDMENT RS ROIXaH SAWN VENTILATION IS THE RESPONSIBILITY OF THE EM EMERGENCY MECHANICAL CONTRACTOR AND TO BE PER ALL EQ EQUAL 5 50 T R APPLICABLE CODES. EQUIP EW C EQUIPMENT ELECTRIC WATER COOLER 5C SC14 SOLID CORE SCHEDULE WALL ASSEMBLY 14. FOUNDATION DESIGN 15 BASED UPON A "MONTH DAY, EXG EXISTING 50 STORM DRAIN TEAR" SOILS REPORT PREPARED BT "COMPANY EXP EXPANSION SECT SECTION ROOF ASSEMBLY NAME" (RE. STRUCTURAL GENERAL NOTES), CURRENT EXT EXTERIOR 5' SQUARE FEET G SOILS CONDITIONS MUST BE SPECIFICALLY STUDIED FD FLOOR DRAIN 5NTG 5 SHEATHING SHEET F +EXTERIOR FINISH SYSTEM W ❑ AT ACTUAL FINAL BUILDING LOCATION. FDN FOUNDATION SIM SIMILAR F 15. MAINTAIN ALL RATED A55EMBLIE5 AT EXTERIOR FF FINISH FLOOR SPEC SPECIFICATIONS) FL FF FL • FLOOR ASSEMBLY WALLS, FLOORS AND ROOFS IN BUILDING, ONLY FG FH FIBERGLA55 FIRE HYDRANT SQ STD SQUARE STANDARD FF • FLOOR FINISH SYSTEM APPLICABLE ON REMODELS. FIN FL FINISH FLOOR 5i IFF 5 STIFFENER STEEL CEILING FINISH SYSTEM FL G FLANGE STMP STAMPED FLUOR FLUORESCENT STN STONE REFER TO AS SERIES DLI FOR FT FEET ET OR STORAGE DESCRIPTIONS OF SYSTEMS AND FTG FOOTING ST CT STRUCTURE(AL) ASSEMBLIES SUSP SUSPENDED G GAS GA GAUGE TC TEMPERATURE CONTROL GAL GALLON THK THIGK(NE55J GALV GALVANIZED T THROUGH MATERIALS LEGEND GI GALVANIZED IRON TFF FF TOP OF FINISH FLOOR GL GLA55 T/O TOP OF GR GRADE. GRAD IN G TOB TOP OF BEAM GIRD GROUND TOG TOP OF CONCRETE Gue GYP GYPSUM WALL BOARD GYPSUM TOW TR TOP OF WALL TREAD — — — —_ EARTH WOOD (FINISHED) SOUND BOARD TRANS TRANSVERSE FIB HC HDO H05E BIBB HOLLOW CORE HIGH DENSITY OVERLAY TS TSF T55 TUBE STEEL TOP OF STRUCTURAL FLOOR TOP OF STRUCTURAL SLAB FILL PLYWOOD GLASS 14DPE HIGH DENSITY POLYETHYLENE TYP TYPICAL HT HK HEIGHT HOOK(5) UG UNDERGROUND I LASTER/GWB/ CORRUGATED HORZ HORIZONTAL UL UNDERWRITER'S LAB CONCRETE STUCCO METAL HP HIGH POINT UNO UNLESS NOTED OTHERWISE I-IF'lliR HR NORSE POWER HOUR V VOLT 14W NOT WATER VB VAPOR BARRIER GRAVEL ACOUSTIC TILE SHINGLES HWC HOT WATER CIRCULATION VB VINYL BASE HDW NtV HARDWARE HEATING 1 VENTILATION VERT VEST VERTICAL VESTIBULE CERAMIC /QUARRY SPANISH VIF VERIFY IN FIELD ASPHALT TILE TILE IN INCHES IN GL INFO INCLUDE INFORMATION W W/ WESTAUATERAWDEAUIDTH WITH BUILT -IN ' INSUL INSULATION /INSULATING W/O WITHOUT CONCRETE BLOCK - MARBLE CABINETRY INT INTERIOR WD WOOD WC WATER CLOSET JC JANITOR CLOSET We WATE RPROOF(ING) BRICK i STONE NEW WOOD JT JOINT UUF WELDED WIRE FABRIC STUD WALL KV KILOVOLT C O F Y R I G N T KVA KILOVOLT AMPERE STEEL _ ALUMINUM ', GRANITE METAL STUD WALL BATT INSULATION EXISTING DATUM CONSTRUCTION The drewirgs, speciflcalions end other documenls prepared by U- Architect (Veil Architecture group, Inc.) for the Project are natruments of the Architect's ser ' for use solely with respect to this Project and, unless otherwise provided in writing, the Architec4 >M II be deemed tire sole and exclusive aulbr of these documents and atoll retain, without Ilmitation, all common law, statutory and other reserved rights, including the cOpgrleht hereof. No person, whether having come rightly Into THE ATM F N F t PROJECT AT THE MAIN WOOD IRON H) RIGID INSULATION DEMOLITION ____________________ CONSTRUCTION I hereof or otherwise, shall em I these documents on en then t for addltions to this Project nor for the com tlon of this Project b pr xpreaa wr pon appropriate pens u Less with the lore Ittan conseniof the Architect and u y o e roof ate com aUon to the Architect In an amount and klird sa lisfectory t Jthe Architect. ARCHITECTURAL REFERENCE ELEVATION . EL •100' -0" The Architect expressly claims all proprietary rlehts In the materiel which Is Issued in conridence for design and / or construction purposes or this Project as noted. WHICH CORRELATES TO U.5G.5. ELEVATION . EL •XXXXX' These ma1-11 may not be copied, modified, nor employed In any way without specific prior w11— consent and permission or the Architect. SURVEY ENGINEERING INFORMATION PREPARED THROUGH THE OWNER WOOD SHAKES VIA 'NAME OF COMPANY ", dated "MONTH DAY, TEAR ") VAg, Inc. Architects t PI.— All rights reserved. C D0 MI i h C Y i W O C a z W VAg, Inc. ArcWteeb & P6onert rr OnsM IYa1 yr m ntlalTS. 4& pvYa.rprJbm� Itl ■I.ari VieeMGare4lM ca..ra,co am �CS.re.Yr.: aH ■We: lion crr.e Seal •O � rl Pe zil O tea'� I�1 L i.l � FTV a oN QRevbloa� 0 Iw.e !lute: "A "05.2 &13:drb Iwb.I Sled 7IIk: Index and General Notes hejad N. 1302.00 Sher Nee A0.1 LvEL 3 FLOOR PLAN E® BY THE OF VAIL VIEW BOARD D"'A- lCi " � TE' 10Z PLANNER-313 0 7' 4' 8' SCALE: ' -0" u O mom Y N O v i lem em O •• oC a z r W d. VAg, Inc. �..�, yr m nNUn1 (97.)919.7171 Itl ■dwrN V 91� n�i 9�Y G1N I1.�i. CO n01 Tsw.f� 97.376i91i C fr+s.r: NrCWSr 0 Elk O G� O �I U a SN � I�eD.ex "A ".3.M73:.b 9.bndW "B" 06.18.11: DBB PMW Shea TN. Level 3 Floor Plan ft.jtnx 1302.00 Sbr MN A2.3 SOUTH ELEVATION 1/4" = V APPROVED BY T -'Ez TOWN OF � /AIL DESIGN REVIEW BOAhi .,) DATE: (o - 11— 13 0 7' 4' 8' SCALE: '4 • 1' -0" C O 9 i spin H O w L O C •• ad a z W 0■ e e s~ O a� o PC 0 � °o b � as .p.4 �+ o a ON _ b—D� 'A"O52L13.drb mbmktal IWO[I0.I3ARR R.,ind sb�l>dw South Elevation lnJat Rx 1302.00 eWtNi A3.2 VAg, Inc. AMditab & PL—m M O.alrtl'If1 Vi OU ntYl%!1 mm 9".M4 Itl tl.�i VipY.L.4eGM t4w�Y� CO .Of Tv...faltlls YN3RLStl Q�I.br: • YI�C�isk C O 9 i spin H O w L O C •• ad a z W 0■ e e s~ O a� o PC 0 � °o b � as .p.4 �+ o a ON _ b—D� 'A"O52L13.drb mbmktal IWO[I0.I3ARR R.,ind sb�l>dw South Elevation lnJat Rx 1302.00 eWtNi A3.2 EAST ELEVATION (RAILING REMOVED) EAST ELEVATION EAST ELEvATION REPLACE EXISTING SKYLIGHT REPLACE EXISTING STONE VENEER WITH NEW COPPER 51DING NEW STONE GAP, HATCH EXISTING REPLACE EXISTING WINDOW, BY G.C. NOTE: TREAT ALL COPPER TO ACCELERATE PATINA PROCESS REPLACE EXISTING ®ATE. —S /. \ �• I� SKYLIGHT REPLACE EXISTING PLANNER. Q WOOD GUARDRAIL WITH NEW METAL GUARDRAIL REPLACE EXISTING 1�.q(ayO APPRO ED 6! / T1 j.� V E ROOF WITH NEW SHINGLE COPPER ROOF TOWN OF VAIL REPLACE EXISTING DESIGN NEWCOPER 5IDING REVIEW BOARD NOTE: TREAT ALL ®ATE. —S /. \ �• I� COPPER TO ACCELERATE PITINA PROCESS PLANNER. Q SCALE 1._0" Vag, Inc.. Architects & Phmxn r.w oe: sN nw w w acwnl (970) 919.7031 I.S.i.nb V.YyIM B+Y GIN Ll.ub� w DCD i�u.w C�4.p4 970d76.C9p CT1L� • NYefalse c O Y i H O v bm lon on c t• Ii Q Z W n O �00 G� O UO Ir _O O ^I 7 rol > PLO x py o �e mil �i • I. -Dtl.: "X ^l3.2&13:Arb submittal ^B "06.10.13:DBB Reri d Sh Thic East Elevation PnJMN.: 1302.00 Sbm N.: A3.4 BUILDING SECTION 114" = F VV THE AIL lLt w , VAg, Inc. A+ckieecb & Pl...en yr co n�eain� �nu..w v.a.wa ar.o-iw rw�a,m nm m-Tm. sw O w i 4- H O w i O C •• Q Z O a� o C o> � oa w �� >."id.m: 0 6/10!13 r o W � 06 L V — 19 — 1 3 .F-.. : ^A ^06.1*.13:DR �lk,0.d ^H ^06.10.13 :DRB 11evi�M S6M 7111e Building Section PnJa xr. 1302.00 sb uN.: 0 2' 4' 8' A4.1 KALE: 'i. = V -0" NOF'RZTH ELEVATION M� :'AIR/REPLACE )NE VENEER AS ;VD,, MATCH EXISTING ) TRIPLE GLAZED :>OUJ TO COMPLY WITH -DING/ENERGY CODE STONE COLUMNS 4 11 BYTIFIE TOWN OF VAIL MESIGN REVIEW BOARD ri H 4W qft �Irl lq� 00. VAg, Inc. Architects & Planners Post Office Box 1734 Vail CO 81659.1734 (970) 949.7034 email: gener*J*vxWchitects.com 105 Edwards Village Blvd. Suite G-104 Edwards, CO $1632 Tranowtst Contraction: 970.376.6543 Civil Enj&eer. I �MIIIIIIII M Revisions: 6/10/13 a JzL Issue Dates: "A"05.28.13:drb submittal 1'B1106.10.13:DRB Revised Sheet Title: I'VoJect No: 1302.00 Sheet No: A3.1 4 Ask ra wr Revisions: 6/10/13 a JzL Issue Dates: "A"05.28.13:drb submittal 1'B1106.10.13:DRB Revised Sheet Title: I'VoJect No: 1302.00 Sheet No: A3.1 West Elevation 1 /4" = 1' a OM H ar asst a] 1111- z wr i a► VAg, Inc. Architects & Planners Post Office Box 1734 Vail CO 81658.1734 (970) 949.7034 email: general@i Ysgarchitects.com 105 Edwards Village Blvd. Suite G -104 Edwards, CO 81632 Transwta Construction: 970.376.6543 Civil Engineer. Mist Consultant: M issue Dates: "A "O5.28.13:drb submittal 'B "O6.1O.13:DRB Revised Sheet Title: Elevation Project No: 1302.00 Sheet No: It�t 4M • • 41 � AM a .. • • urls 4� issue Dates: "A "O5.28.13:drb submittal 'B "O6.1O.13:DRB Revised Sheet Title: Elevation Project No: 1302.00 Sheet No: It�t