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Home My WebLink AboutPRJ09-0693 B10-0202 � � • ' � n - � - REVISED CONSTRUCTION SETJUNE 3 2010 � � � ao � ^ _ °, _ � � a LOT A BLOCK 3 VAIL VILIAGE FILING 5 PRO ECT TEAM: � DRAWIN INDEX � W " � � � P R OJ E C T S U M M A R Y. G D E T A I L S. � � � � o Project Description: = a 416 VAI L VALLEY D RIVE ARCHITECT Condominium Unit Interior Remodels � K.H. WEBB ARCHITECTS P.C. ARCHITECTURAL � "'°"°"'""" o 7 I O W. LIONSHEAD CIR. UNIT A Code: A I OZ I/4"= 1'-0"SUITE 4 FLOOR &DOOR SCHED LE ^ U N IT #8 VAI CO 81657 •_ � • !'""""',��K �•�'w a � , � I NTE R NATI O NAL B U I LD I N G CO D E 2 0 0 3 A I I 0 �i4 I-0 SUITE 4 REFLEGTED CEI 3M Fire Barner CP 25W8 Caulk is a premium elastomenc latex caulk ��,,,�.,�,,.,,,r,,,� PH. I�0.477.2990 A '20 ��4s- ��-0��E 4�WER�J�1N __ _ designed toruse a��s a one-part fire,PmPk�oxaus gas an(waP r sealant ��,��x In addi4on,Me un ue mtumescent ro e of this matenal ex ands when ��p _ VA I L C 0 LO RA D 0 heated)mea�s that as cable or pipe insulatan is consumed by fire,CP F/�, 970 477 2965 �- � � � 25WB+Caulk eupands to mamtam the penetrahon seal BA7T INSULAl10N � ' ' Construction Type: A 400 I/2 - I-0 INTERIOR ELEVATIONS ' Fdl,Void or Cavdy Matenals'-Caulk or Sealant-Mm 3/4 m (19 mm) ��E�� heather@khwebb.COm � A 401 ��- ��-�"INTERIOR ELEVATIONS thidcneuofcaulkappliedvnthmtheannulus,flushmthtopsur(aceotfloor ��q� or sole plate Mm 5/8 m (16 mm)thickness of caulk applied within fhe �w��{ . `, A 402 ��- ��-�"INTERIOR ELEYATIONS annulus,flush Mnth bottom surface of ceding or top plate Mm 1/2 m (13 ry� CO NTACTS. � Y O mm)diam bead of caulk applied at the ducVfloor or sole plate mterface at � . KYLE H. W EBB / H EATH ER BARRI E A 403 �r��= i�-o"INTERIOR ELEVATIONS �� P P P�nfactlocahon on the top s�de of assembly and at the ducUceil�g or . , � Parcel #s. OC.C.V ancV Classification. �'�� PROPIET RY`atpomtcontadlocahononbottomsdeofassemb � J A 500 ��- ��-0��/�� Ste�O: 2��1102-58-011 A 50 I I/2"= I'-0"BLOCKING DETAILS TYPE R D IV. 2 �,e,+a►�<r�, TYPICAL MEiAL 8TUD PART1110N WALL � STRUCTU RAL EN G I N EER A 502 I/Z"= I�-O"CABINET ELEVATIONS �-� UL SYSTEM F-C-7017 UL_7 REFER TO CORE AND SHELL BLD�s.DETAIL8 Occu anc Se erations: ._ , ■ 1 HOUR FIRE O UL DESIGN NO.��s. �H�. � BOYLE ENGINEERING P Y P A 503 I/2 - I-0 CABINET ELEVATIONS 1 HR.NON BFARING WALL o. GENERAL NOTES: 1650 E. VAIL VALLEY DRIVE, CI 2 Hour (Garage/ Residence) MECHANICAL Z�ApEpA�y-��pww, • • I. DO NOT SCALE DRAWINGS. VAIL, COLORADO 8 I 657 2 Hour (Mech/ Residence) M �.� MECHANICALSPECS,LEGENDANDSEQUENCE �� 8" x s" x 16" CMU - 2 CORE `n 2. VERIFY ALL DIMENSIONS�CONDITIONS,AND UTILITY LOCATIONS PRIOR TO BEGINNING ANY PH. 970.476.2 I 7O "'� WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES N u m be r of Stori es: M �.� MECHANICAL SCHEDULES ra�.u•ou�oa sw�ua � v IN THE DOCUMENTS IMMEDIATELY. CONTACT: TIM BOYLE 4 Stories M I.2 MECHANICAL SCHEDULES&DETAILS �� 3. AREAS OF CONFLJCTS OR DISCREPANCIES MUST BE FULLY RESOLVED WITH WRITTEN APPROVAL GENERAL CONTRACTOR M I.3 MECHANICAL DETAILS � FROM THEARCHITECTS BEFORE CONSTRUCTION CONTINUES IN THESE PARTICULARAREAS. GE JOHNSON Fire Suppression System: M 2.I MECHANICAL 2ND FLOORSUITE#8 HVAC PLAM a �� • .� 4. PLAN DIMENSIONS ARE TO FACE OF STUD,CENTERLJNE OF STEEL,TIMBER�STUD COLUMNS,OR Fire.Sprinkled throughout- M 3.I 2ND FLOOR SUITE#8 MECHANICAL PIPING PLAN °��D�OF� WALLASSEMBLY 56 I 3 DTC PARKWAY, STUDIO 450 g y . 9 PER IBC ITEM 3-1 4 -� FACE OF CONCRETE UNLESS OTHERWISE NOTED. SECTION AND ELEVATION DIMENSIONS ARE TO Desi n b Base Bui Id i n architect E I.O ELEGTRICAL LEGEND�SPECS AND DETAILS TABLE 720 1(2) V TOP OF CONCRETE�TOP OF PLYWOOD,OR TOP OF WALL PLATES OR BEAMS UNLESS OTHERWISE GREENWOOD VILLAGE, CO SO I I I E I.I ELECTRICAL ONE LINE&PANEL SCHEDULES � �_ NOTED. PH. 7 I 9.473.53 I 2 ` E Z.I 2ND FLOORSUITE#8 POWERAND SYSTEMS PLAN TM�qpHp�no�„ W2 - CMU SHAFT WALL o 5. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INCLUDE BUT FX. 7I 9.473.5324 E 3.I 2ND FLOOR SUITE#I8 LIGHTING&POWER PLAN �_2 �aFl�� W-2 REFER TO CORE AND ARE NOT LIMITED TO CEILING AND WALL MOUNTED FIXTURES�TOILETS,TOILET ACCESSORIES, O Z HOUR FRE ` CABINETRY,COUNTERTOPS,SHELVES,CLOSET RODS AND FALSE BEAMS. CONTACT: TODD SEAWELL P I.O PLUMBING SPECS,LEGEND AND SCHEDULES&D AILS 6. REFER TO FLOOR PLANS FOR DOOR LOCATIONS. REFER TO DOOR SCHEDULE FOR DOOR TYPES. P 2.I 2ND FLOOR SUITE#8 WASTE&VENT PLAN r �/s°HAT CHANNEL ""� MECHANICAL ENGINEER SYM BO LS� P 3.I 2ND FLOOR SUITE#8 WATER&GAS PLAN S��X$��X�6��CMU-2 CORE � oF co�o 7. REFER TO FLOOR PLANS FOR WINDOW LOCATIONS. REFERTO WINDOW SCHEDULE FOR AEC ARCH. ENGINEERING • P r 1•N� 5�a°r�rPe��x��GYPSUM WALL BOARD �\'�, � Q.'�� R� WINDOW TYPES. �\ �,_ � O CONSULTANTS FIRE SUPPRESSION _� , y �CYLE H � 8. COORDINATE ALL ELECTRICAL AND MECHANICAL FIXl1JRES TO FIT WITHIN CEILJNG FLOOR AND A4 00 A41A FP I FIRE SPRINKLER PLAN �u��x � > > WALL SPACES. VERIFY WITH ARCHITECT WHEN DIVERTING FROM DRAWINGS. 4080 I US HWY 6 & 24 STE. Z I 4 I� �� W * WEBB '�' 9. IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY TNE CONTRAGTOR FOR AVO N� C0. ��6L� Sectlon GUt Reference Detall Aree Reference FA I F��/��"� �N 3-3R•MErAL 511A �I {, � CONSTRUCTION OF ANY ASPECT OF THE PROJECT,THEY SHALL IMMEDIATELY NOTIFY THE PH. 97O.74S.8 rJ2O A3'0 EL o� o I ��p� �� ,<�/� ARCHITECT. FAILURE TO GIVE 10 DAY NOTICE TO ARCHITEGT SHALL NOT CONSTITUTE A DELAY IN �, t�7O.74S.852 I � �- 5is°rrPe°x°GYPSUM WALL BOARD WALL ASSEMBLY � �� PER IBC ITEM 3-1 4 THE PROJEGT. Elevatlon Reference Elevetlon Symbol Q A� CONTACT: STAN HUMPHRIES � TABLE 720 1(2) 10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SAT1SF1fING ALL APPLJCABLE CODES � � � � � ` AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS. THIS PROJECT IS GOVERNED BYTHE A41�A � j ^�z � � T1fPICALRATEDCORRIDORDE1�eNOWALL W6 - CMU PARTITION WALL UNIFORM BUILDING CODE 2003 EDITION. COMPLIANCE IS MANDATORY. THE CONSTRUC110N BASE BUILDING ARCHITECT -- � - -� ��t � � l�� REFER7'OCORLANDSFELI.9LDODET/1�3 REFER TO CORE AND DOCUMENTS SHALL NOT PERMIT WORK THAT DOES NOT CONFORM TO ALL RELEVANT CODES FRITZLEN PIERCE ARCHITECTS oeta��artRe�erence LaryaMea Detall Reference � � pQ�Q,pFl��WPeOpa W� SHELL BLDG DETAILS � � INCLUDING IN UBC AND ALL LOCAL AND REGIONAL CODES. 2 HR RATED 1650 E. VAIL VALLEY DRIVE � �� 0 I I. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL FIELD COORDINATE AND OBTAIN FALLRI DG E C-I • � W o APPROVALS FROM THE ARCHITECT/ENGINEER BEFORE AM(CUTTING,NOTCHING,OR DRIWNG OF Revlslon Cloud aev�s�on symbo� W � � ANY CAST-IN-PLACE CONCRETE�STRUCTURAL FRAMING�OR ANY OTHER STRUCTURAL ELEMENTS VAI L, CO. 8 I 657 ��o c��u�s�x � p W H I C H M A Y A F F E C T T H E S T R U C T U R A L I N T E G R I T Y O F T H E C O N S T R U C T I O N. O � ��p � C c � � PH. 970.476-6342 , 2�►�s +zTM��c �.��M�sn,o � ° ,� � 12. THE GENERAL CONTRACTOR SHALL VERIFY ALL DCISTING GRADES AND SCALE OUT THE O �pE�'� FX 970.476 490 I � �'�� S °"'��""°" � z Q � BUILDING FOOTPRINT FOR OWNER AND ARCHITECT APPROVAL PRIOR TO BEGINNING ANY SITE ' • Grld Bubble Materlal Tay � Wo� CONTACT:JENNIFER MENCL � � � � ,��r�srw `�� o � ev 24'O.C.MN = � W 13. THE OWNER HAS BEEN ADVISED THAT DUE TO HARSH WINTER CONDITIONS,ROOF&DECK � • � � � :_ S U R F A C E S M U S T B E M A I N T A I N E D R E A S O N A B L E F R E E O F I C E&S N O W T O E N S U R E M I N I M A L P R O B L E M S F�� J p p R E S S�O N E N G I N E E R g� �� src 5s � � � WITH THESE SURFACES. � �j � _ � � BURGESS FIRE PROTECTION ENGINEERS Z � o 14. SUBSTITUTIONS pF"EQUAL"PRODUCTS WILL BE ACCEPTABLE WITH ARCHITECTS WRITTEN � �X (� V1 c ,� APPROVAL WESTMINSTER, CO �0036-I 068 DaBTING RATED 8w►FT WALLA�8SEMMBI.Y n��T�-�P��w� � PER UL DE81GN U419 W-10 REFER TO CORE AND sH�J'BLDO'DETAL3 � 15. IT IS THE INTENT AND MEANING OF THESE DOCUMEM"S THAT THE GENERAL CONTRACTOR 2 HR RATED O WALLA�EIBLY PEROA F�E�NIP 161Q AND EACH SUBCONTRACTOR PROVIDE ALL LABOR�MATERIALS TRANSPORTATION,SUPPIJES, �•303.426.0�2 s HR RA7Ep O ~ EQUIPMENT,ETG TO OBTAIN A COMPLETE JOB WITHIN THE RECOGNIZED STANDARDS OF THE CONTACT: PERRY MATTHEWS INDUSTRY. _ 16. ALL CONSTRUCTION IS TO FIT WITHIN THE BUILDING ENVELOPE AND/OR OUTSIDE SETBACKS OWN ER �� x � WITHOUT CREATING EASEMENTS. NOTIFY ARCHITECT IMMEDIATELY OF AMf DISCREPANCIES. �.TUees� _ �w.�ueESr�. ��mo GOLD PEAK PARTNERS LLC �,� �,�,,,� �►n�►�+ � 17. THE SOILS REPORT IS AVAILABLE FROM OWNER'S SOILS ENGINEER. PO BOX BOSS I �� 18. GENERAL CONTRACTOR SHALL VERIFY ALL SITE DEVELOPMENT WITH LANDSCAPE SAN MARINO, CA 91 I 18 """'�"` ""'�"` CONSTRUCTION DOCUMENTS. THE SITE PLAN IS FOR GRADING AND LANDSCAPE PLAN IS FOR IAYOUT; AMf DISCREPANCIES VERIFY WITH ARCHITEGT. . src ao-aa 19.ALL WALL LAYOUTS MUST BE VERIFIED WITH ARCHITECT PRIOR TO YOUT 20. NOTIFY ARCHITECT IN THE EVENT OF DISCREPANCIES BENVEEN UNIT AND CORE/SHELL COLUMNASSEMBLY TYPICAL D08T1N�i WOOD STUD WALL DRAWINGS . �� 1�L D6BU�NO.7c7a¢ W-15 REFER TO CORE AND SHELL BLD6.DETAILS O ��w►� WALL ASSEMBLY PER GA FlLE#WP 4135 , � 2 HR RATED saecaw�ua urtoeMawwsa �� PROJECT : DRAWN BY : HB NOTE TUBINGANDWIREMESH D A T E . x��qbp�� SHALL NOT CONTACT OR BE FAS7ENE0 TO THE PLYWOOD OR CONCRETE �n�� `��p SUB-FLOORS 41l�1l70A� 1d'w��1�1 �� REYISIONS : �,��..,�.R �.� �waa� w�oain�wr ,R�„�,�,,0R0 FINISHFLOOR PROGRESS SET 12.15.2009 .�.�.. TOPOFCONC TOY BUILDING PERMIT 12.23.2009 �.,�,....�� ,�„�,,,� a 0 REYISIONS T0� P� 04. 9.2 10 turwiww�rr�xsirwri Tw�rxaoowaaaa�Near�awwrmtrNaioNreeatNOOawoatrwu. TYPICAL METAL CONCRETE TOPPING W/INFLOOR HEAT • � oo�cnon-vrrwoo�a�w�.e�oo�osr�u � REFER TO CORE AND SHELL BL.DG.DETAILS �a��,s. TL- ��..o.,��«,m,�.��.W.�„� Y � COVER SHEET . , � s . � �o �n _ � • c„� °O nai V � Q � . !� INTERIOR DOOR SCHEDULE � � ° v9 � a � Q a MASTER ttOOM ROOM NAME HARDWARE� SQE SQE ROIJGH OPENING SWING THICIC MATLMATL THRESHOLD 'r*ALL TO BE SINGLE PANEL SHAI�R STYLE DOOR.S,UON. �' � � DR.NO. NO. NESS MAl'ERIAL PANEL MATERIALTiO BE: � � � . �; ,� W O 1 244 IUTCHEN Pi45.�e 3'-0' x 7'-6' 3'-21/2' x 7'-71/4' LH 1-3/4' ALDER NONE ._ � ° 2 247 POWDER �v� 2'-4' x 7'-6' 2'-61/2' x 7'-71/4' RH 1-3/4' q�pER NONE _` V G 3 249 OWNER ST+ORAGE pB 3'-0' x 7'-6" 3'-21/2' x 7'-71/4' RH 1-3/4' q�pER NONE ADD JAMB EXTENSION � _ 4 252 GUEST SUITE �stv� 2'-6' x 7'-6' 2'-81J2" x 7'-71/4' LH 1-3/4' ALpER NONE � o 5 252 GUEST SUITE PAS,�E 2'-4' x 7'-6' 2'-61/2' x 7'-71/4' LH 1-3/4' ALDER NONE DOOR W/JAMB SWITCH � ° � � • 6 250 GUEST BATH �w� 2'-4' x 7'-6' 2'-61/2' x 7'-71/4' RH 1-3/4' p�„pER NONE ADD JAMB EXTENSION 3 7 253 MA51'ER �vac�r 2'-6' x 7'-6• 2'-S iJ2' x 7'-71/4' LH 1-3/4' ALDER NONE _� ° ' 8 253 MASTER P��s.�Ge 2'-6■ x 7'-6■ 2'-81/2' x 7'-71/4' LH 1-3/4' p�,pER NONE DOOR W/JAMB SWITCH � 9 253 MASTER PAS.s�E 2'-0■ x 7'-6■ 2'-21/2' x 7'-71/4' RH 1-3/4' �e�pER NONE 10 253 MA.SI'ER �v�r 2'-4' x 7'-6' 2'-61/2' x 7'-71/4' RH 1-3/4" q�pER NONE � 11 255 MASTER B�ATH �v� 2'-2' x 7'-6' 2'-41/2' x 7'-71/4' LH 1-3/4' �e�.pER NONE � 6' - 83/4" � � SEE OORE AND SHELL DRAWINGS FOR ALL OORRIDOR AND I EXTERIOR DOORS. i ENTRY DOORS SHALL MAINTAIN MIN.32'CI.R.PER OORE I � AND SHELL DRAWINGS � � i I � i � SECOND FLOOR-SUITE #8 INT. DOOR SCHEDULE �6 =5' - 8 3/4� 1 MuD/ � � ' NTS , 'A""° i 0' - 11 3/4" W2 3 � I �C � I r � 20 MIN '�' Z��R �. . � i i . 1�-.�� 1�f I � '�`"�� CORE&SH 12'- � 1 �� \\\ BY mHERS 8� �,� � 1�_ 4�'�� — ..� � 2� 1�. ��,��. �i�� ,.�a i `�� — — — — �—� — � � e�, , � I Z�1 HE M� I � �L� �°'�. ° � - � � � � � �k WEBB � � � , .;�a` * � � '�' I �' 03�� - � • , � � � � ��, � - � � _ � ' F - �. , ' I , r I ,e�, 'ycS' _ �� POWDER� I M I � � i D 47 � M s `'�' aA /J �p � u -3 _ �► w-2 � /� I � I w-io a� • � : /, � I -� .S� � I N I � �a�. '� i I N t�o�e ; �1 . �- i� � � � � � 5 HE s � � 2� , DINING � V � OWNER ST�ORAG • p � 245 � Z i � •�'1 249 a � s � _ � .. u � N J UL-1 1► � �� ' � � � � �� I..L.1 I.i� L- KEYNOTES: ,� .;�� nP '� � s,RUC-��5 - - - J �' cv � O �.7 �� °�"°°` '. o � � � Ol PROVIDE BENCH, COAT HOOKS AND UPPER �' �. � � ti� z � ,� r� _ _ o �, � Z � � � CUBBIES SEE INT. ELEVATIONS •• `� '• ,� "" c °'Er 1'-� • � �- � • � � si . O �- OO "' O2 BUILT IN DRESSER WITH MIRROR — — — — — — — — � , � •� _ ��t = J e�~ � �� ~ ��• / \ 9 I ,� a • 1�. �/'� = Q � �. � � � ,�, � � V ` O3 FIXED SHELVES (5) � � �� • � i z, . ' � M � , , � � _ � � _ \ � Y� ROOM � I � Q � HEAT N GLO "EXCLAIM" MASONRY INSERT . � �� ,�' "`�'0°L5 � 2� � ,ry � v � W/ GAS LOG SET/ 42 � ,� � , — T , �uESr � '� "~ Z m � 1'-0" RAISED HEARTH SEE INT. ELEVATIONS �,� 3, W.�, ?�� , � �. #1 i L-2 = ,� ,.�� zsa � � . Q � BUILT-IN BUFFET @ 30" SEE INTERIOR "'-'° • `- - - - - - - - - - - - - i•wum�sue , � %p � -�,�' p ~ �' GC � ELEVATIONS �� R .�. �� jl; -- - - - - . � � '�� BaTMROOM ` —i — - - - - � - - - - - - - - - - - - - - LINE OF SOFFIT ABOVE SEE RCP FOR y �'` 255 �, ,,� �� , � � DETAILS ' . srn � \ s� '�' �\ �� "" ExrEa�oa cEac ' sir om��s � ACCESS PANEL COORDINATE W/ MECH. �� s� � . a3; \; � ° o '° P R 0 J E C T : - � � � .� .�. . I \ -• '�' ��e �� DRAWN BY : HB O9 FAN COIL LOCATION. PROVIDE ACUDOR FB-50-50 1-1/2 HR. ' \ D A T E : 04.21.2009 RATED ACCESS PANEL, COORDINATE W/ MECH FOR SIZE AND . LOCATI ON. �, B"o ooM ,� cor��s�aL �� i R E Y I S I 0 N S : 253 ��TM� , , 12.15.2009 \' � 0 TREYISIOINSIN�G �� 142.23.2009 �' . � S�:S�.��g GENERAL CONSTRUCTION NOTES: �� - �^ ***All LAYOUT MUST BE � 1. PROVIDE ACCOUSTICAL INSULATION E ' IN ALL WALL, CEILING AND FLOOR ��_ VERIFIED W/ ARCHITECT ' LOCATIONS �� PRIOR TO FRAMING � . 2. ALL GLASS DOORS INCLUDING �� SUITE#8 FLOOR PLAN � EXTERIOR AND SHOWER TO BE SQUARE FOOTAGE TOTAL• �� p�$ _ TEMPERED GLASS 1538 SQ.IFT . 3. ALL STEEL FRAMING 20 GAUGE � 2 SECOND FLOOR-SUITE #8 FLOOR PLAN 1/4' = 1'-0"