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Home My WebLink AboutB07-0275 PLANS SOLARIS SMOKE CONTROL.pdf � � � � � � � � r � i � B ILDING AUTOMATION AND FIRE ALARM SYSTEM U C � M B I N ED SMOKE CONTROL SYSTEM SU BM ITTAL PREPARED BY : JOH NSON CONTROLS I NC . , 10289 WEST CENTENNIAL RD . � LITTLETON COLORADO 80127 , BUILDING AUTOMATION SYSTEM : DRAWING INDEX : FIRE ALARM SYSTEM : DRAWING INDEX : 8P62-4003 Project Cover Sheet _ 9PF1 -0001 Project Cover Sheet 0000- 1 . 00 Drawing Index SC-00 Smoke Control Panel Layout 0000-2 . 00 Legend/Abbreviations/Notes SC-01 Stair 1 Pressurization SC-� 2 Stair 2 Pressurization 2000- 1 . 00 BAS Smoke Control 4neline SC-03 Stair 3 Pressurization 2000 - 1 . 01 NAE -2 Bacnet MSTP Riser SC-04 Stair 4 Pressurization 2002-2 . 00 NAE -2 Control Panel SC-05 Stair 5 Pressurization SC-06 Stair 6 Pressurization 3000� 1 . 00 Garage Level 4verall Smoke Control Plan SC-07 Elevator 4 Pressurization 3000 -2 . 00 Level 1 Overall Smoke Control Plan SC-08 Elevator 5 Pressurization 3000-3 . 00 Level 2 Overall Smoke Control Plan SC-09 NOT USED � 000-4 . 00 Level 3 Overall Smoke Control Plan SC- 10 Smoke Control System Card 3004-5 . 00 Level 4 Overall Smoke Control Plan Wiring Details and Schedules 3000-6 . 00 Level 5 Overall Smoke Control Plan SC- 11 Voice Command Center Panel 3000-7 . 00 Level 6 Overall Smoke Control Plan Detail - 3000-8 . 00 Level 7 Overall Smoke Control Plan SC- 12 Field Device Installation Details 3000-9 . 00 Level 8 Overall Smoke Control Plan SC- 13 Smoke Control Sequence of Operation Matrix � 1 of 4 3000 - 10 . 00 Level 9 Overall Smoke Control Plan SC- 14 Smoke Control Sequence of Operation Matrix 9002- 1 . 00 Elevator Pressunzation 2 of 4 9002-2 . 00 Elevator Pressurization EPF -4 Control Panel ( CP-802 ) S �- 15 Smoke Control Sequence of Operation Matrix 9002-2 . 01 Elevator Pressunzation EPF -4 Point Schedule 3 of 4 9002-3 . 00 Elevator Pressurization EPF -5 Control Panel (CP-802 ) SC- 16 Smoke Control Sequence of Operation Matrix 9002-3 . 01 Elevator Pressurization EPF-5 Point Schedule 4 of 4 9002-4 . 00 Elevator Shaft Temperature Monitor Panel (CP-303 ) 9002-4 . 01 Elevator Shaft Temperature Monitor Panel Point Schedule �E�IEl�� y 9003- 1 . 00 Stairwell 1 & 2 Pressurization SEP 11 2009-� 9003-2 . 00 Stairwell 1 Pressurization Control Panel (CP-402 ) ��`� �p°�� 9003 -2 . 01 Stairwell 1 Pressurization Point Schedule 9003-3 . 00 Stairwell 2 Pres� urization Control Panel (CP-702 ) 9003 -3 . 01 Stairwell 2 Pres� urization Point Schedule A � � � �avE Sub)ect :o Inspect�on and Com€�� ance to at! 9004- 1 . 00 Stairwell 3 & 4 Pressurization aelevant ,4dopted BuiPdirig and �'luncipal Codes Cha e �� I��,S M BS r ve; 1 D�te � L T 90 � 4-2 . 00 Stairwell 3 Pressurization Control Panel (CP-804 ) Code c 9044-2 . 01 Stairwell 3 Pressurization Point Schedule SALEbuslt Colorado �.EcJ►�E'e..�Jtt.�p + 14'PtP t�'J' F�o� 9004-3 . 0 � Stairwell 4 Pressurization Control Panel (CP-805 ) S�►ou� ��L �,� � s 9004-3 . 01 Stairwell 4 Pressurization Point Schedule P 0 RE�� t�,� �z..T a� c�vu�� c�c.�► c�. o�°�KO�•.s�� n��y , . . 0`�.•';�Q'�� ME`�'9R` 9005- 1 . 00 Stairwell 5 & 6 Pressurization U ' a� p ' � � ; 2554, ; . 9005-2 00 Stairwell 5 Pressur' ization Control Panel (CP-703 ) �o ' •. � �� _ ' s••••. ..... .•• �. 9005-2 . 01 Stairwell 5 Pressurization Point Schedule S�ONA1. . 9005- 3 . 04 Stairwell 6 Pressurization Control Panel (CP-601 ) 9 � 05-3 . 01 Stairwell 6 Pressurization Point Schedule � _ _ . - - - - - ____ � - Creating a better climate for business . ' � Environmental Control System � Facility Management System • � Air and Water System Balancing PROJECT : Solaris . � Fire Management System � � BAS Smoke Control System CONTRACT . 8P62 - Oa03 � � Security System � Lighting Services � Instrumentation System Installation � Building Operations IVlanagement � Energy Conservation Control � Training Programs � Performance Contracting � Planned Service Agreements . i IN CONSIDERATION OF THE RECEIPT OF THIS DOCUMENT, THE RECIPIENT AGREES NOT TO REPRODUCE, COPY, USE OR TRANSMIT THIS DOCUMEMT AND/OR THE INFORMATION THEREIN CONTAINED, IN WHOLE OR IN PART, OR TO SUFFER SUCH ACTION BY OTHERS, FOR ANY PURPOSE, EXCEPT WITH THE ADVANCE WRITTEN PERMISSION OF JOHNSON CONTROLS, INC . AND FURTHER AGREES TO SURRENDER SAME TO JOHNSON CONTROLS, INC . UPON DEMAND . COPYRIGHT JOHNSON CONTROLS , INC . 2009 ' Pro � ect SO � AR S 141 EAST MEADOW DR � E RE�lIEwEa � �� VA � , CO � ORADO 81657 SEP 11 20U9 � SAFEBu"s�t Colorada Architect Engineer DAVIS PARTNERSHIP ARCHITECTS 0225 MAIN STREET, UNIT C101 EDWARDS , COLORADO 81632 Ph ( 970 ) 926 - 8960 Contractor CONTRACTOR DESIGN MECHANICAL INC E LIGHT 168 CTC BOULEVARD 361 INVERNESS DRIVE SOUTH LOUISVILLE , CO 80027 ENGLEWOOD , CO 80112 Ph 303- 449 - 2092 Ph 303- 952- 1120 SMOKE CONTROL FIRE DEPT SUBMITTAL 07/15/09 SMOKE CONTROL SUBMITTAL 5 - 26- 09 REVISION ECN DATE Johnson Contro s , nc . O O KREG' � ±; , 10289 West Centennia Rd . P ��.......�� S i f Q� :•G D �y•.�F i%y �,!�i . Ov.' Q\ �f'';AQ � , �• �� %� � :a� �'9: � � � � � ,,;;�� itt eton , Co . 80127 � .. 5541 � _ , po � . : � �� PH : 303 - 973 - 5930 � ss%o ' FAX : 303 - 979 - 6847 SALES ENGR PROJECT MGR APPL ENGR DATE CONTRACT NUMBER AD RC EB 12 29 08 8P62 - 0003 . . DRAWING INDEX : 0000 - 1 . 00 Drawing I ndex 0000 -2 . 00 Legend/Abbreviations/ Notes 2000 - 1 . 00 BAS Smoke Control Oneline 2000 - 1 . 01 NAE -2 Bacnet MSTP Riser 2002 -2 . 00 NAE -2 Control Panel 3000 - 1 . 00 Garage Level Overall Smoke Control Plan 3000 -2 . 00 Level 1 Overall Smoke Control Plan 3000 - 3 . 00 Level 2 Overall Smoke Control Plan 3000 -4 . 00 Level 3 Overall Smoke Control Plan 3000 - 5 . 00 Level 4 Overall Smoke Control Plan 3000 -6 . 00 Level 5 Overall Smoke Control Plan 3000 - 7 . 00 Level 6 Overall Smoke Control Plan 3000 - 8 . 00 Level 7 Overall Smoke Control Plan 3000 - 9 . 00 Level 8 Overall Smoke Control Plan 3000 - 10 . 00 Level 9 Overall Smoke Control Plan - 9002 - 1 . 00 Elevator Pressurization 9002 -2 . 00 Elevator Pressurization EPF -4 Control Panel ( CP -802 ) - 9002 -2 . 01 Elevator Pressurization EPF -4 Point Schedule , 9002 -3 . 00 Elevator Pressurization EPF -5 Control Panel ( CP -802 ) 9002 - 3 . 01 Elevator Pressurization EPF -5 Point Sche � ule . 9002 -4 . 00 Elevator Shaft Temperature Monitor Pane ( CP-303 ) 9002 -4 . 01 Elevator Shaft Temperature Monitor Panel Point Schedule 9003 - 1 . 00 Stairwell 1 & 2 Pressurization 9003 -2 . 00 Stairwell 1 Pressurization Control Panel ( CP -402 ) , 9003 -2 . 01 Stairwell 1 Pressurization Point Schedule ' 9003 - 3 . 00 Stairwell 2 Pressurization Control Panel ( CP - 702 ) 9003 -3 . 01 Stairwell 2 Pressurization Point Schedule 9004 - 1 . 00 Stairwell 3 & 4 Pressurization 9004 -2 . 00 Stairwell 3 Pressurization Control Panel ( CP -804 ) 9004 -2 . 01 Stairwell 3 Pressurization Point Schedule 9004 -3 . 00 Stairwell 4 Pressurization Control Panel ( CP -805 ) 9004 -3 . 01 Stairwell 4 Pressurization Point Schedule 9005 - 1 . 00 Stairwell 5 & 6 Pressurization 9005 -2 . 00 Stairwell 5 Pressurization Control Panel ( CP -703 ) 9005 -2 . 01 Stairwell 5 Pressurization Point Schedule 9005 - 3 . 00 Stairwell 6 Pressurization Control Panel ( CP -601 ) - 9005 -3 . 01 Stairwell 7 Pressurization Point Schedule , G�EVIEVUEt� � � SEP 11 �� A�E��a9� Co�or��r REVISION Drawing Title : INFORMATION �p REG/S NUMBER Drawing Index �Q�P,.GK'p"'�•..��t`9 REVISED PER THOMPSON IFESAFETY R IEW COMMENTS 07/29/09 EB �\ � \ � REFERENCE DRAWING NO REVISION - LOCATION ECN DATE BY ,:�Q �(�; �O DATE ; 554� ` SALES ENGINEER PROJECT MANAGER APPLICATION ENGINEER DRAWN APPROVED � J TIME A DECRESCENZO R CUNNINGHAM E BOGATAJ BY DATE BY DATE - ; � Project Title • EB 12/29/08 �`�5��2('J �.�� BRANCH INFORMATION SOLARIS � ' CONTRACT NUMBER } , s � $ � . NA1- � Scale j�� JOHNSON CONTROLS , INC - NoNE 141 EAST MEADOW DRIVE /i . ;;, 10289 WEST CENTENNIAL RD 8P62-0003 VAIL, COLORADO 81657 .�� ,�:,% LITfLEfON co so , �� PHONE (303) 973 -5930 DRAWING NUMBER FILE NAME �� FAX (303) 979 - 6847 000 � � � . 00 __-_-__ _,�. _.._ � - ._� _ � _- � -- - - - --- - - - - -- -- - - - - _ - , � , L EG E N D FIELD WIRE SCHEDULE ABBREVIATIONS I/OWIRE COLOR � S Main Air Supply Tube Pneumatic Tube AlYellow A Alarm GA Gage pR�/ Pressure Reducmg Valve 20 at 20 PSIG OO indicating Tube Number AOTan AC Air Conditioning GAL Gallon PRV Power Roof Ventilator DlOran @ Wire Symbol indicating g AD Air Dryer GD Guard PSI Pounds per Square Inch p_N Dual Air Supply Tube at 2�� 8 number of wires and DOViolet ADJ Ad�ust GL Globe PSIG PSI Gage 1s-2o 15/20 PSIG size (E G 2 #18 wires) Day= 15, N �9nt=zo MS/TP BusBlu Jacket AFF Above Finished Floor GLR Glycol Retum R Relay Wire Symbol indicating W/B � U/B � k/�/ht AHU Air Handling Urnt GLS Glycol Supply RA Return Air g High Pressure Air Cable Destination (DA-T), gp Supply Tube at 80 PSIG g Cable number (3), 24vacOrange & Brown ALM Alarm GPM Gallons per Minute RAD Radiation Number of wires and size ALT Alternate GND Ground RC Recool (E G 2 #18 wires) AMP Ampere H Humidity REV Reverse Acting Wirlene or Electrical ASP Aspiratmg H/C Heating Cod RF Return Fan Connected Lines or Electncal Wire Terminal NOTES : AUTH Authonty HC Humidity RH Reheat, Relative Humidity � Wires � with Appropnate Number 1 . Elevator PressurizationAnd Stairwell Pressurization Control Panels To Be Located In 2- Hour Rated Rooms Per Control Drawings . auro Automatic HD Hot Deck RM Room I Crossing Lines or 2 . NAE -2 To Be Located In 2- Hour Rated Room Per Control Drawing . AUX Auxilliary HUM Humidity, Humidifier RPM Revolutions per Minute � _ Wires, Not Connected Item Located on Panel � Face 3 . All BMS Smoke Control Wiring To Be Installed In Conduit . Av� Average / Averaging HL HighLimit s status 4 . All BMS Equipment Reative To Smoke Control System To Be Marked With Label " BMS Smoke Control " . BLDG Bwlding HOA Hand-Off-Auto SA Supply Air � In-Line Restrictor Drawing Revision � Symbolwith 5 . This Submittal Package Is Inclusive Of The BMS Smoke Control System Only. BLR Boder HP High Pressure, Heat Pump SCFM Standard Cubic Feet per Minute � Appropnate Number BTU Bntish Thermal Urnt HTG Heating SCR Sdicon Controlled Rectifier C Command / Control, Celsius HTR Heater SET Setpoint CC Cooling Cod HWP Hot Water Pump SF Supply Fan N o Opposed Blade H C Heating or Cooling Cod Damper CAP Capolary HWR Hot Water Retum SP Static Pressure CB Circwt Breaker HWS Hot Water Supply SPEC Specification Parallel Blade " o Damper Ductwork or Piping with CD Cold Deck HX Heat Exchanger SS Stainless Steel Flow Direction Shown CFM Cubic Feet per Minute Hz Hertz STD Standard � Filter CHLR Chiller I Input STM Steam CHP Chilled Water Pump I D. Inside Diameter SUM Summer Air Flow Measuring \ Gage CHW Chilled Water IGV Inlet Guide Vane SW Switch Station _ CHWR ChilledWaterReturn ��W� InchesofWaterColumn SYS System STAIRWELL PRESSURE TRANSDUCER MOUNTING DETAIL CHWS Chilled Water Supply JB Junction Box T Temperature � Humidifier ( C� r' Pump �.1 �J , CIRC Circulating JCI Johnson Controls, Inc TC Temperature Controller CKT Circuit !(V'J Kdowatt TDR Time Delay Relay Fan CL Close KO Knockout TE Temperature Element CLG Coolmg LB Pound UH Unit Heater COM Common LL Low Limit UL Underwriters Laboratones Legend COMPR Compressor LPS Low Pressure Steam UN Union Strap-on Bulb Type A Electrical Box, Galvaeized Or Paint Grade Steel , 22 Gage Min CON Contactor LT Low Temperature UNOCC Unoccupied Device Temperature Sensing B , Pressure Transducer COND Condenser MA Mixed Air UV Unit Ventilator Element C Flame/Smoke Rated 'oly D Flame/Smoke Rated Poly With Sufficient Length To Allow Cover Removal CONV Convector, Converter mA Milliamp V Volt E . Space Pressure Sensor CT Cooling Tower MAN Manual VA Volt Amperes Bulb Type Temperature Combination Bulb Type F Brass Bulkhead (Barb Fitting To Compression Fitting) CUH Cabinet Urnt Heater MAU Make-up Air Unit VAC Volts Alternating Current Sensing Element Temperature Sensing G Hard Drawn Copper Line Cv Flow Coefficient MAX Maximum VAV Variable Air Volume Located under Shield in Element and Humidity H . Sleeve Through Concrete Wall Outside air Sensor (Duct Mount) CWP Condenser Water Pump MBH 1000BTU per Hour VDC Volts Direct Current V CWR Condenser Water Return MCC Motor Control Center VEL Velocity CWS Condenser Water Supply M .C. Mecharncal Contractor VSD Variable Speed Dnve Humidity Sensing D/N Day / Night MECH Mechanical VOL Volume Element Located under Bulb Type Temperature Shield in Outside air Sensing Element DA Discharge Air MFR Manufacturer VP Velocity Pressure DB Dry Bulb MIN Minimum w/ With ��F DP Differential Pressure MSTP Master/Slave Token Passing WC Warmer / Cooler Bulb Type Temperature DHW Domestic Hot Water MT Mass Temperature wlo Without Sensing Element Pressure Sensing O DIR Direct Actmg MZ Multi-Zone WB Wet Bulb Located inside Device A Separable Socket/Well DPR Damper NC Normally Closed WG Water Gage DWG Drawmg NEG Negative WIN Winter � DX Direct Expansion NO Normally Open XFR Transformer E Enable, Enthalpy NPT National Pipe Thread ZN Zone Paddle Type Flow Duct Detector - EA Exhaust Air O Output %OPN Percent Open Switch (Smoke, CO, CO2) E.C. Electncal Contractor O D. Outside Diameter %CLS Percent Closed ' EDH Electnc Duct Heater OA Outside Air %CMD Percent Command EF ExhaustFan OCC Occupied Vapor Tension EN Enclosure OL Overload Temperature Sensing 2-Way Valve with O ENG Engineer OP Open Element (Hi Limit) Actuator O O � B EP Electro-Pneumatic OSHA Occupational Safety & Health Act C � O Eva orator OWS Operator Workstation �RR�� R O EVAP p N c CE�� NG � F Fahrenheit, Flow p Pdot, Pump Vapor Tension Temperature Sensing 3-Way Valve with F�B Face & Bypass PDC Push Down to Close Element (Low Limit) Actuator � � FCU Fan Cod Unit PDO Push Down to Open �� o OO �� FF Flame Fad PE Pressure Electnc c N c '� P` CJ FLG Flange PH Preheat , Current Sensing Switch N o � FLTR Fdter PL Pdot Light or Combination Current Sensing switch & FPM Feet per Minute PNEU Pneumatic Command Relay FTG Fitting PS Pressure Sensor F.W. E. Furrnshed With Eqwpment PPM Parts per Mdlion PROP Proportional NOTES : 1 . All Control Air Tubing Required To Be Tested At Three Times The Operating Pressure For Not Less Than 30 Minutes Without Any Noticeabe Loss In Gauge Pressure Prior To Final Connection To Devices . 2 . All Control Air Tubing To Be Supported To Prevent Damage To Tubing . �E�� 3 . Final Location Of Corridor Space Pressure Sensing Plate To Be Coordinated With Owner & Smoke Control Engineer. sEP i i zUa9 ��FE��t Co�or�dc� REVISION Drawing Title . �PpO REG�s INFORMATION 0 ''�� K D ��' . TF NUMBER D ra w � n g Ab b rev � a t i o n s / N ot e s REVISED PER THOMPSON IFESAFEIY R IEW COMMENTS OS/ 10/09 EB . � � 9 v �:P� M� .. � REVISED PER THOMPSON IFESAFETY R IEW COMMENTS 07/29/09 EB 0 . � � . U raQ' ca: o : � � DATE REFERENCE DRAWING NO REVISION — LOCATION ECN DATE BY „0 . 54 . �10 � � �� SALES ENGINEER PROJECT MANAGER APPLICATION ENGINEER DRAWN APPROVED •.� � TiME Project Title � A DECRESCENZO R CUNNINGHAM E BOGATAJ Eg DATE 12/29/O$ BY DATE S� ' • � S/ A� SOLARIS � 5 • ;. BRANCH INFORMATION CONTRACT NUMBER � ; .. •� Scale NONE /�/� , j� 10289oWESON�TRO ESNNIAL RD 8P62 '0��3 R 141 EAST MEADOW DRIVE � �• LITTLETON, co 8o , z� VAIL, COLORADO 81657 ��`� � �� ' � - ��.. � PHONE 303) 973-5930 DRAWING NUMBER FILE NAME �� FAX (303) 979- 6847 0000 '/� ■ 00 6 �- r _ _ — _ � BILL OF MATERIALS � Designation Q�r Part Number Description Field Devices _ FRSW-1 1 ISOBAR12ULTR SURGE PROTECTOR, RACKMOUNT 1 NU-RJ45SW1 -OU 24 PORT ETHERNET SWITCH Hq91W�YVEM OVT91�EM0. Hq9iW�YVEM OUi51�EPIH MNPEfl OMIPER WMPEA OMIPEfi FNPFM H'�Y�N M�HI MMHI SPF-3 SPF-4 O � o,,,,,oEUq � EPF-4 � EPF-5 MMPFIt Olfl&�EPIq O O O OMIPER _ LEVEL 9 LEVEL 9 LEVEL 9 — — — _ _ _ _ _ _ _ LEVEL 9 CP-802 CP-804 CP-803 CP-805 OURIOERIP � LEVEL 8 = �M� _ _ _ _ _ LEVEL 8 LEVEL 8 LEVEL 8 � pqMpEplp SC SC SC SC — — — _ _ — _ _ _ LEVELB _ _ � _ _ _ _ _ _ LEVELB o��R SPF-2 SPF-5 � CP-702 CP-703 sc sc LEVEL 7 LEVEL 7 - - - - _ _ _ LEVEL 7 _ LEVEL 7 LEVEL 7 O - - - - - - - - - - - - - _ _ - - - - - - - - - LEVEL 7 . SPF-6 ` C P-601 sc LEVEL6 — LEVEL6 LEVEL6 — -- — — — — — — _ _ LEVEL 6 _ LEVEL 6 LEVEL 6 — — — — — — — — — _ _ _ _ _ _ _ _ _ LEVEL 6 LEVELS LEVEL5 LEVEL5 — _ — — — — _ _ _ LEVELS _ LEVEL5 _ LEVEL5 — — — — — — — — — — — — — — — — — — — — LEVEL 5 OIIf91�E�IR onn�rm \ CP"�f�2 LEVEL 4 SPF-1 O LEVEL 4 LEVEL 4 SC — — _ _ — — — — _ _ _ LEVEL4 LEVEL4 LEVEL4 — — — — — — — — — — — — — — — — — — — — LEVEL 4 _ �' CP-303 LEVEL 3 LEVEL 3 LEVEL 3 — — _ _ — — — _ _ — _ _ LEVEL3 LEVEL3 LEVEL3 4 — — — — — — — — — — — — — _ _ — — — — — — — — — LEVEL 3 � COM TRUNK2 COM TRUNK 1 NAE-2 FRSW-1 SC SC w LEVEL2 — _ _ _ — — _ LEVEL2 _ _ _ _ LEVEL2 LEVEL2 _ LEVEL2 _ LEVEL2 m — — — — — — — — — — — — — — — — — — — — — — — — �—LEVEL Z — — U Q m W % \ Z � W F=- W � W LEVEL 1 _ _ _ _ _ _ _ _ LEVEL 1 _ _ _ LEVEL 1 LEVEL 1 _ LEVEL 1 _ _ _ _ _ _ LEVEL 1 � LEVEL 1 — — __ — _ — — — _ — — — — — b9 _ _ — _ U ADS-1 OWS . GARAGELEVEL GARAGELEVEL GARAGELEVEL GARAGELEVEL — — — — — — — — _ _ _ GARAGELEVEL — — — _ _ _ _ _ _ _ _ _ _ GARAGE LEVEL — — — — — — — I — — �— — — — — — — — J SC = SMOKE CONTROL STAIR 6 STAIR 2 STAIR 1 STAIR 3 ELEVATOR 4 ELEVATOR 5 STAIR 4 STAIR 5 NOTES : 1 . BMS Smoke Control System Will Monitor The Elevator Shaft Temperature. 2. BMS Smoke Control System Will Control Stairwell Pressurization Fan VFD To Maintain Differential Pressure Setpoint Once The Fire Alarm System Has Activated The Stairwell Pressurization Fan . 3. The OWS And ADS Do Not Perform Any Smoke Control Functions. • � TAIR3 AIR4 ❑ �r � FIRE COMMAND � ELEVATOR4 CENTER EL VATORS � STAIR 5 STAIR 2 LEVEL 3 � 0 ' ❑ STAIR 6 0 �iEl�IEl�/ED �Y SEP 11 2009 � � NORTH STAIR 1 �A�E��Ot �'��o�da REVISION Drawing Title . INFORMATION o RE BAS Smoke Control Oneline O�QpGK D ��.T�9 NUMBER REVISED PER THOMPSON IFESAFETY R IEW COMMENTS 07/29/09 EB . • V ;� �'� Q DATE REFERENCE DRAWING NO REVISION — LOCATION ECN DATE BY � � � a 25541 9 � SALES ENGINEER PROJECT MANAGER APPLICATION ENGINEER DRAWN APPROVED TIME A DECRESCENZO R CUNNINGHAM E BOGATAJ BY DATE BY DATE Project Title : EB 12/29/08 _ � O�S •�� ••••' � �� SOLARIS � y � , BRANCH INFORMATION CONTRACT NUMBER S/O A� �� Scale �ii , �i� " ;/� JOHNSON CONTROLS, INC �000 - , o0 141 EAST MEADOW DRIVE i�� , :; 10289 WEST CENTENNIAL RD 8P62 -0003 VAIL, COLORADO 81657 ,�� 'f LITfLETON , co 8o , z� ;. . �'�� " PHONE 303 9 FILE NAME �� FAX (303) 979 76847 30 Z000 1 . 00 - Bacnet Bus Notes : 1 . NA=-2 To Be Located In Telecom Room 224 . � Bacnet Bus Communication 2 . NAE -2 To Be Placed On Emergency Power Circuit . 3 . NAE IP Address ( Field Verify) 4 . Bacnet Devices Are to Be Connected In The Order Shown . Trk 1 _ �J . FC Bus wire to be 3c/22 awg , stranded , twisted , shielded . 6 . SABus wire to be 4c/22 awg , stranded , shielded , finristed pair for terminals or Trk 2 Bacnet Eacnet Bacnet 6c/24 awg , stranded , shielded , 3 twisted pair for modular jacks . Device Device Device 7 . SABus Addressing Table Is Provided For Addressing Information Only . Multiple SA Devices On An FEC Controller Are To Be Connected In The Order Shown . � 120 VAC EOL To Be Set At Both Ends Of SA Bus . POWER To Ethernet Backbone NAE-2 Bacnet Eacnet Bacnet Dewce Device Device Bacnet MS/TP Bus 1 Communication Layout Bacnet MS/TP Bus 2 Communication Layout NAE# A d ess Equipment ID Level NAE# A d ess Equipment ID Level 2 4 Control Panel CP-402 (Stair 1 ) 4 See SA Bus 2 4 Control Panel CP-703 (Stair 5) 7 — See SA Bus 2 5 Control Panel CP-601 (Stair 6) 6 — See SA Bus 2 5 Control Panel CP-805 (Stair 4) 8 — See SA BuS 2 g Control Panel CP-702 (Stair 2) 7 — See SA Bus 2 6 Control Panel CP-803 (Elev E5) 8 See SA BuS 2 7 Control Panel CP-804 (Stair 3) 8 — See SABus EOL 2 RPTR-1 (CP-303) 3 EOL 2 8 Control Panel CP-802 (Elev E4) 8 EOL 2 7 Control Panel CP-303 (FCC Rm 328) 3 s Trunk 1 SA Bus Addressing (See Note 7) Trunk 2 SA Bus Addressing (See Note 7) , FC Bus SA Bus Equipment ID Level FC Bus SA Bus Equipment ID Level Controller Address Address Controller Address Address 4 4 CP-402 (IOM-4710) 4 4 4 CP-703 (IOM-4710) 4 5 4 CP-601 ( IOM-4710) 6 5 4 CP-805 (IOM-4710) 6 6 4 CP-702 ( IOM-4710) 7 6 4 CP-803 ( IOM-4710) 7 7 4 CP-804 (IOM- 1710) 8 , ff3EVIE�lED �� SEP 1. 1 ��09 ��E��9� Ca�o�do REVISION Drawing Title : INFORMATION Pp0 EG/ T NUMBER NAE - 2 Bacnet MSTP Riser Q' •'�� '• s F REVISED PER THOMPSON IFESAFETY R IEW COMMENTS 07/29/09 EB p��,�Q��GK D MF�t9t� . � ; p DATE REFERENCE DRAWING NO REVISION — LOCATION ECN DATE BY Q' . ' a T� p ; SALES ENGINEER PROJECT MANAGER APPLICATION ENGINEER DRAWN APPROVED � � ' � TIME Pro� ect Title• A DECRESCENZO R CUNNINGHAM E BOGATAJ EB DATE 12/29/08 BY DATE • . BRANCH INFORMATION � ��i�/ � Scale SOLARIS ��h �� • JOHNSON CONTROLS, INC CONTRACT NUMBER ��' 141 EAST MEADOW DRIVE %i . � i; 10289 WEST CENTENNIAL RD 8P62-0003 NONE VAIL COLORADO 81657 �� LITfLETON, CO 80127 ,,,, ,.. FI�E NAME � % � PHONE (303) 973 -5930 DRAWING NUMBER �� FAX (303) 979 - 6847 ZOOO ° � . 0 � __ _ _ _ _ — — ��,G- _ _ ...... , ., . __ _ � , - -- -- _ . BILL OF MATERIALS Designation � Part Number Description s NAE SMOKE CONTROL PANEL Panel Devices : ENCLOSURE 1 PAN -ENC2024WDP 20X24X9 . 25 ENC+ DOOR+ PANEL NAE 1 MS-NAE5510-OU NETWORK AUTOMATION ENGINE 20 . 00 NE- 1 1 BK-NETWORK HUB/SWITCH MOUNTING BRACKET 1 FS105NA 5 PORT SWITCH 1 PNET1GB APC ETHERNET SURGE PROTECTOR PS- 1 1 PAN-PWRSP-U PANEL POWER SUPPLY 96VA SG-1 1 ISOBAR8ULTRA SURGE PROTECTOR � � � 0 � PS- 1 = Z � ❑ ❑ ❑ ❑ � SG - 1 � SF ER ❑ ❑ � � � /1 W � 1 - 1 /2 " WIRE DUCT ( LOW VOLTAGE ) NOTES : O 1 . Panel To Be UUKL Listed . > ° � Field Connections 0 0 N � � OO U � � NAE � • N � � � : � N E- 1 � � � � � NE-1 � 1 - 1 /2 " WIRE DUCT (LOW VOLTAGE ) � o J HNSON CONT � �S , �El�IEI�VEC� � � SEP 11 Z��g �A�E�t�a�� C�dAr��n REVISION Drawing Title. INFORMATION 0o RE�� NUMBER NAE - 2 Control Panel O�p.•�GK D�� ST� REVISED PER THOMPSON IFESAFETY R IEW COMMENTS 07/29/09 EB ��Q� F�.'• 9� DATE REFERENCE DRAWING NO REVISION — LOCATION ECN DATE BY V a� �9; � SALES ENGINEER PROJECT MANAGER APPLICATION ENGINEER DRAWN APPROVED � �� ' A DECRESCENZO R CUNNINGHAM E BOGATAJ BY DATE gY DATE , .o � • TIME Project Title . EB 12/29/08 � / ��/ BRANCH INFORMATION ��' . Z�J[�� \ SOLARIS �� ` CONTRACT NUMBER � ..... Scale / /� JOHNSON CONTROLS, INC ss NA� � 141 EAST MEADOW DRIVE %� i% 10289 WEST CENTENNIAL RD 8P62-0003 , . NONE �� j . , � �,, y LITTLETON , CO 80127 VAIL, COLORADO 81657 � PHONE (303) 973-5930 DRAWING NUMBER FILE NAME �� FAX (303) 979 -6847 /'� oo� °Z . oO L - - _ _ ___ _ _ � � 1 � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - � DOMESTIC � BMS WATER PUMP TELEC�M I z MAINTAIN NCE 05 ROOM SPAC � FUEL OIL PUMP � �� 00 � _ � STORAGE GENERATOR � I I 02 02 I I � — ° I � I CAN/ AT � BAS- OWS & ADS MECH�A�ICAL 1 I 00 � PARKING BAY 5 � 02 ° STORAGE o MECHANICAL MAIN TELEC�OM I , 04 02 I 00 I I � � I CORRIDOR I � � G041 ELEC � � I — — — 01 � TELE OM � 1 , I SERV�CE I — STAIRS , 00 i i o STAIRS TRASH RM i � S4 s I � � �e _ G 11 � I I S3 STORAGE — ' E EC B O 0 i i I � � �� g /'rr EM ELEC I TELECO R I � � � � ( II p� 03 ELEV ELEV E4 TRASH RM E5 / � O� 01 MECH ROOM I TELECpM MAINT / � ° ELEV VEST ELEV VEST � 00 01 / 0 � 0 0 � STAIR #4 STATIC PRESS I / � STAIR #3 STATIC PRESS TRANSMITTER (STR4-DPG � � � TRANSMITTER (STR3-DPG s wace I / � ° 03 � � � � � � 1 � � - � m ; �TA � I i- - -S2 - E3 � � STORAGE � i A � / I 04 � � STAIRS � 1 � m � q ` 1 I a s5 � � � -- ------ � � 0 i 1 1 O 1 ° . STAIR #5 STATIC PRESS � TRANSMITTER (STR5-DPG sroo GE / � � i 1 ` � STAIR #2 STATIC PRESS � �' ^ PARKING BAY3 � � 1 TRANSMITTER (STR2-DPG 02 � � � I � � � / 1 � / ELEV MECH � / 01 /EL�EV VESTIBULE ELEVATOR � 101 1 01 � 1 CLOSET / � 01 � D 1 ' ELEV MACHINE V / � 01 � � / � � MAIN ELEC RM / 1 03 / ✓ � 1 — o — � — — — — — PARKING BAY 2 / 1 = _ � — — - � 02 � / 1 - - - - - - — � � / C ' ' / � � � i o � , � 1 � � ELEC / 1 00 o STORAGE STORAGE � = 1 � 00 R 03 G051 / � 1 � I � STAIR — , � S1 0 � � � PAVER STORAGE de ICE RINK MECH 2 03 ' G03 � ELEV q PAVER STORAGE 03 ( � i � � G03 1 E1 i ELEV _ _ _ _ / 1 � E2 / � � 1 � � — TEL�ECOM � i � � � � - ' � � � � � , � STAIR #1 STATIC PRESS � 1 / TRANSMITTER (STR1 -DPG PARKING BAY 1 � � I � 02 / � � 1 / ' � � a � � � � 1 � 1 � � � � , / IKE STORAGE � G001 � � / I �E �'rl � � EI � �V � i f - � � _ — — — sEP 11 zoag o _ _ — — WATER ENTRY RM _ — — — �� Q�O�� — — — 04 � REVISION Drawing Title : INFORMATION 0 REG� NUMBER GARAGE LEVE � OVERALL � GARAGE LEVEL OVERALL SMOKE CONTROL PLAN OQ.P�..••p•.�s�'� SMOKE CONTRO � P �AN REVISED PER THOMPSON LFESAFEfY RE IEW COMMENTS 07/29/09 EB 0�� Q�GK M�:�� '9t� DATE REFERENCE DRAWING NO REVISION - LOCATION ECN DATE BY : ��. a NORTH V �a� 2 1 � SALES ENGINEER PROJECT MANAGER APPLICATION ENGINEER DRAWN APPROVED ' A DECRESCENZO R CUNNINGHAM E BOGATAJ eY DATE BY DATE � Pro� ect Title : EB 12/29/08 � .p . TIME �� . BRANCH INFORMATION CONTRACT NUMBER x �s•••oni � � S��e '141 EAST MEADOW DRIVE ji �%; JOHNSON GONTROLS, � N� gp62 0003 S'/ �G � �� 10289 WEST CENTENNIAL RD • NONE 7/� � � �,� � LITTLETON CO 80127 VAIL COLORADO 81657 �� - PHONE (303) 973- 5930 DRAWING NUMBER FILE NAME � �� FAX (303) 979 -6847 3000 - � . 00 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — , � — — �� — - - �T — I -- � I i I I ��.��. I I VL�E PY �� I I I I � I I � _ _ �N � I O � O I COFFI000. 6P�CE I uP uxoeeuauetE n�nwxoe�ra 149 1p I � I I Ii STAIR ° STAIR a ' I i S3 S4 � � i � � i � � � �� x � � - - �� f , , 0 0 � � o o I O � � O � ew � � Mp I / SAMBdII ELEVVE6f I / e�v�ar L+�J �ze tra lTUMOE � � � �, � u � i I / STAIR #3 STATIC PRESS STAIR #4 STATIC PRESS ° � i ° TRANSMITTER (STR3-DP1 ) TRANSMITTER (STR4-DP1 ) a ' „��„ °' � �u�bxae�ve � i UP ia s�aew � p O �- - - I r - - I .�o _ _ ,,, � � - - � � � _ _ oauioon O — — euv �� 1 � TAIR o = _ . e - - w � � �o. - � ■ ■ ■ �m TAI � � s 1 � m.�w. I� � I I 5 � IT7 � — � '�F }M4TI'IT� II I � �* II I IIIIIIIII 1 � � n � � II�I I I I I I I I I I I � � li I � I � m � � ru�ae / � 1 � � II I � �,� m � � � � R��R STAIR #5 STATIC PRESS � I � � �I � TRANSMITTER (STR5-DP1 ) � � � � � � � � � � � _ I � R O�IL � � � / 1 ..� ,o�� STAIR #2 STATIC PRESS � w� � ^�;� � m i ° TRANSMITTER (STR2-DP1 ) �r� — — � r�� rr�fifi / i � � w�.�� 1 x� � 1111 IIIIIIIIII � � ' d6�� l� ��1 �..�a o � � � � � � � O� o • o / 1 iu� ' � m m � o � 2 � / o i i � � � � / � � 1 .TM�. � R� S I / ' � � / 1 � �� r�„�.�.. m � 1 STAI R S6 / � � o � � _ _ � V ° STAIR #� STATIC PRESS / � = = t TRANS�IITTER (STR6-DP1 ) � - - � � _ - � __ � 0 m i 1 � - - _ _ _ e �F = = � e / � � � � 1 �f / 1 0 o / 1 i siure xixa i � 1 � / - 1 ❑ = ux��w e�rwnaow � X16E11 I 5 G ROOM � ' � �� / f m / 1 � STAIR % � m S1 / 1 � PYMOflYl11 � / 1 ELEV / E1 I ELEV / I E� - _ _ / , _ _ _-_ -_ - � � _ _ _ _ _ _ / . � _ _ _ _ _ _ � r - - - - - - ' � r - - - - - - r _- - - - -_ — � _.� � _�_ � / � STAIR #1 STATIC PRESS � � � / � � � / 1 � � , TRANSMITTER (STR1 -DP1 ) � � � � � ' � 0 � / 1 / I � � 1 � / � , / � � , � � ° � ¢ _ � � � �E1lIEUVE[� � � � � ' — � — SEP 11 2U09 _ _ — _ -- _ --- �— — — — — _ _ _ _ _ �AFE�t�� C000rado REVISION Drqwing Title . INFORMATION 0 REG� N�MBER FIRST LEVE � OVERALL � FIRST LEVEL OVERALL SMOKE CONTROL PLAN OQ�P��Kp'�.;sT�9 SMOKE CONTRO � P �AN REVISED PER THOMPSON LFESAFETY R IEW COMMENTS 07/29/09 EB U��Q� F�-�: t�Q DATE REFERENCE DRAWING NO REVISION - LOCATION ECN DATE BY NORTH � a Z �J4� � � SALES ENGINEER PROJECT MANAGER APPLICATION ENGINEER DRAWN APPROVED .p � ' IME A DECRESCENZO R CUNNINGHAM E BOGATAJ BY DA7E gY DATE - � �tu Project Title : E6 12/29/08 �'•. ZO� SOLARIS , � � . BRANCH INFORMATION CONTRACT NUMBER �� ' JOHNSON CONTROLS, INC � ssio �A� � Sc��e 141 EAST MEADOW DRIVE i'i ��" 10289 WEST CENTENNIAL RD 8P62-0003 NONE � � �� _ � % % ` LITTLETON , CO 80127 � ,,l!' � VAIL COLORADO 81657 . PHONE (303) 973-5930 DRAWING NUMBER FILE NAME � �� FAX (303) 979 - 6847 3000 �� . 00 � — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � I . I � I I I I I FINElPFIXI(lEl • I V/�LVEPM I • I 15 I I I I I i � � II i i � i i , � i I I i II PAIO��Y� i I I � � i � I � � I I � � I i � �I i � i i I I i - - - - - - - - - - - - - - - - - - - - I I S S3�R � ° ❑ S S41R � I I I i � I I � � *"."m". ��a � � ( I � � � M.� � O El�, o o `:'"'u` �' I I I � �` �� / � � V�SO � � � � ` '� ern�eavwe I I / DFFKEI � PAVF2i190Y eM� ELECO I I I YE ulYlE MOE COF LOMNO0. / I LON� O � a • �B O O O / i I �\ � � � o 0 0 o e e 24A � � � IbEmnxo Q e I I I I / I � � zmz � � I STAIR #3 STATIC PRESS '�` � o � ,�, 1 0 ,�Sa m ° _ °�, �„�R � �o o e � STAIR #4 �TATIC PRESS TELECOM � � I I � � E� TRANSMITTER (STR3-DP2) � � TRANSMITfER (STR4-DP2) 224 I I NETWORK CONTROLLER I I / � o 0 0 0 0 0 0 0 0 o V � � � � � / I I � lu � ol e o •Ex NAE-2 I I o 0 0 "� I I I I I I I I I o I I � � a�..� � � I m, � � iauxueh.u. � � �� I I I �� ' p � o 0 0 �p,� I I I � � I orv� mir.n � � � L _ _ _ J o cdwmoa I / I z�a � � I I I �� 1 0 0 o I j` o ' 1 �l I I I I � � ��° \ � � � 1 I I II y , fPE81DE'IAYXOE I � \ ~ I 1 EE� Il � " — I I / I I °�� t.� e�n \ — � • ' I I ° � arw ro ic.¢ a ma ma � �: inv� I &uHaai£Be � � _ _ J � � � STAIR i i i ( � S5 � � �� I ^mB� � / ' — = = _ = = = — = = — � I s � _ - - � �, �L ❑❑ 0 � � // STAIR � I I I q� 1 ,J� lT1111f � R[TNL PAlMOE1W�� Ll m1II �rtP�6 �I BMIBFATXO 1CB � \ 1 � � • R�L \ / � � � p� � � � I � � � // I \ — — — — — — — / 1 �° � o ❑ � �° _ = 0 o STAIR #5 STATIC PRESS i 1 s STAIR #2 STATI� PRESS � � TRANSMITTER (STR5-DP2) E�E � TRANSMITTER STR2-DP2) � ' � R�L e � o 1 � 0 / o IIIIIIIIIIII / IIXR HEf11L / o u a o ro 0 l Q � 1 e a , o / o° \ � 0 � � � � / 1 � � � � \ / � I p O a \ / 1 m R� / o � �O I�II,I5r !� � O � � p� 1 III d IyJ p \ � ❑ � \/ 1 T � � , io 1 W STAIR S6 / / / O � O � I1 � �r�� o / � � ° � 1 � � � � o ❑� ❑� ❑ � � / �1 \\ \ / / ' HF!/�L / p \ / STAIR #6 STATIC PRESS � � � TRANSMITTER (STR6-DP2) / / _ , � / / / ' ' ' o q� � ; , ' / / . � , � ,�� , 1 � � � - � � � � , � � _ �� , � m , I I/ STA1 � 1 .,�",��"= S1 � 1 � 1 / � � 1 RlTl11l � � � � STAIR #1 STATIC PRESS � ' TRANSMITTER (STR1 -DP2) � � � / 1 � 1 � � 1 / o / � / t � / � � � / 1 � ❑� � � / ' _ _ � " RE�iE�ilE� � Y � _ � _ _ - - - _ _ _ - - " SEP 11 �009 � — — — — — — — — _ — — — — — — �A�E��I� C�lorad� REVISION Drawing Title . INFORMATION � REG� NUMBER SECOND LEVEL OVERA � L „ p�O ��,��.. S�.� S M 0 K E C 0 N TR 0 L P �AN REVISED PER THOMPSON L FESAFEfY R IEW COMMENTS 07/29/09 EB � SECOND LEVEL OVERALL SMOKE CONTROL PLAN ��Q�GK D MF�� 9t�Q DATE REFERENCE DRAWING NO REVISION — LOCATION ECN DATE BY V �p,� �� L SALES ENGINEER PROJECT MANAGER APPLICATION ENGINEER DRAWN APPROVED - NORTH � � � �W TIME Pro� ect Title A DECRESCENZO R CUNNINGHAM E BOGATAJ EB DATE 12/29/OS BY DA7E �/� BRANCH INFORMATION '� � SOLARIS % % � • " CONTRACT NUMBER F� `� � �� Scale %� � JOHNSON CONTROLS, INC ••�� •• . � � 10289 WEST CENTENNIAL RD - s ONAL NONE 141 EAST MEADOW DRIVE %' ., ; �% LITTLETON, �0 80 , 2� $ P62 0003 VAIL, COLORADO 81657 �� -�� ry PHONE (303) 973-5930 DRAWING NUMBER FILE NAME �� '� � FAX (303) 979 -6847 3000 °� . 00 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ' — — — — — — — — — — — . — — 0 � � 0 I — — — — � . � � — — — — — — — — — — IW[ WMPPN I I �'1 I _ � I � I I I � / � �� • I I � � � i . � � . ❑ o — ❑ � �' � � I I I I � � � m� � °� i � , I I I � � 0 ° � o O I I YMR � O I OFFICE 0 E �� 0 yTM � 9x 'C�nl � 1 ° � I I � I � � � I I I I �q➢� O]2� ��'��7�I O � I x � veaneu� � u 1 I — — _ — _ �' � � 1 �oMavooc _ .�e .'�y „M I �� uxisvro�r �" 0 FRNEB9 33] � � I � � � �o� � � � f!�g I — — � � N IIM RIREf d tll[M � 'tl^� ��ovl , �Y O id � CpIFENENCE � � � O • ( ppp� POOY I I ' �� I _ °' "� � � � ��oql�g� I I II I I I I I I I won.ae � � FIRECOMMAND I I I I II I II I I on�c � I i iiiii � iiii STAIR � CENTER STAIR iiiiiiiiii i '°�' � o � � i S3 328 S4 Rfin� i � i iiii iiii i � .��.� "�' ,.. � �, i iiii � � iiii i � 'o` �„ � ° � — 4� e 1 L — bB9� I � � � nee�rtv� � � ovoie � O � � O � � I . �U lElf FLEY f'�TI YK'IfMiO 3� ELEV � �osy�� 0 YX CdINI�OR � HM1 CJ LJ � ELEC / Lj � � ELt�] �nuoew�r � � � em�¢ v� � s �. �ae � / xe `� \ � � . ❑ m � _ � _ � � ��, - � / _ Y Y 931 — I I � YFDT � 0� I I Cq10.1Dq1 I II C 0. I I I �.Q�Q � I XALLW.b ]A ]31 MoLE011PAEM ELEVEW! 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F SMOKE CONTRO � P �AN � THIRD LEVEL OVERALL SMOKE CONTROL PLAN �Ov;�` M��;9�� DATE REFERENCE DRAWING NO REVISION - LOCATION ECN DATE BY � a � p � SALES ENGINEER PROJECT MANAGER APPLICATION ENGINEER DRAWN APPROVED • '� : � IME A DECRESCENZO R CUNNINGHAM E BOGATAJ BY DATE gY DATE NORTH 90 Pro� ect Title • EB � 2/2s/os F � SOI�I'1RIS BRANCH INFORMATION : Scale /. � �. JOHNSON CONTROLS , INC CONTRACT NUMBER s � A� 141 EAST MEADOW DRIVE i� �; 10289 WEST CENTENNIAL RD 8P62 -0003 NONE VAIL COLORADO 81657 ��'� � �`� � ; ' ''o'�J LITfLETON CO 80127 � =. 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REVISION - LOCATION ECN DATE BY V ;aQ �9 ' v SALES ENGINEER PROJECT MANAGER APPLICATION ENGINEER DRAWN APPROVED ,� � � � TIME A DECRESCENZO R CUNNINGHAM E BOGATAJ BY DATE BY DATE � Project Title � EB 12/29/08 •• � Q • SOLARIS , BRANCH INFORMATION CONTRACT NUMBER = F •• .� ..'K" � Scale ;ij ' f JaHNSON CONTROLS, INC p� SS�O A�- N O N E 141 EAST MEADOW DRIVE ��% � ; 10289 WEST CENTENNIAL RD $ P62'OVO3 VAIL, COLORADO 81657 .�� ''� L I T f L E T O N , c o a o � z� '�°" PHONE (303) 973- 5930 DRAWING NUMBER FILE NAME �� FAX (303) 979 - 6847 3000 -8 . 00 -- - - -- - - - - ------ ., � - - — — — — — — — — — — — — — — � — — — — — — — — — — — — — � I . � � � I _ I „`�, � o � ❑ � � � • � I I _ � _ � r . �,._ , ..... � � I I = _ a � � � o � / � � � � o � � o �� I � � � Z ❑ 2 � _ ❑ � I — o �I � e _ o � o °' rrrn iZ � � � I � � = o o = � LI1L� 1 I I I I °" o o � u� I I � `�� y/�-�� II II I = �y I � �!^ �fl IR I�I ��I 0 � �� y o � V-C/ � � &� �` — �—T— , � — �, � � f � � :, o � , � � � � � 8 �' � _ o � � � � � ° - � ` I I � , � � � ❑ t I � STAIR �� I � S S3 � o I - �t r - O � O S4 , � � o � i i � - - - - - - - - - - � `r � � aa� � � ❑ ..5e� � � � siev ` eer ELECT o o � a. � � �� o � � � `p' � _ � X 821 � �' � � � � � � �� \ I � coxxmox � � � cawmox �a� / COIiNIOdI � � II � II � � � ❑ � � II / O O _ —e�ev vemeu�t coaa�oox �° tEV vesrmutr — � � � � � J Q � � � � I 'uxrtL � � / � � � o � � � ❑ � � ❑ O 0 „�„„ . °� °� � � � � . o � / o � -. w,..., � �i, n I � � � (�7 � o �r� � � i � L'-�'� f� � � � ,j>. .�..e. - � '� ° I e — � � o �o� �.R �o� - )�L v v ° � _ wme�rnnn . ~ � ' � , '� � � I o O ❑ � ° o — ❑ ' uxrt 1 � _ I • M • M�py�pt\ � � e�eu _ a d � ' 1 ' � ° � � ° � ° / � / ° � �� • �� a °�� • � � o � — � � — �fl� — — — ao 0o a � �- � ❑ � — o � � � °�° ❑ ❑ ° ° I I � � o 0 i ° , � � . � ° � � 1 I � � I �e � � i o 0 i o o I I � STAIR #3 STATIC PRESS STAIR #4 STATIC PRESS � � � 1 - J � STAIR #2 SPF2 FAN CONTROL PANELS TRANSMITTER (STR3-DP8) TRANSMITTER (STR4-DP8) CONTROL PAPlELS _ � � 1 STATUS CP-802 & CP-804 CP-803 & CP-�5 � 1 / i � !� , � � � , 1 0 o I I • 1 0 0 — — — — , — � / Q � � � � � � / � � � � 1 / I' 'I / / � / 1 / / � / • � / 1 / / / � � � / 1 / / 1 � � / � � 1 � / � [❑ � � � / � 1 , / � � � � � , 1 , / � i , � , 1 , i � , , , � ' � ' � RE�I ��il�� , _ , _ — _ � ' " SEP 11 �00� � _ _ --- — — — — — �AFE�uFI� ��I�r�c�� - - - - - - - - - - -- - - - - - - REVISION Drawing Title : INFORMATION NUMBER EIGHTH � EVEL OVERA � � �� REG�sT S M 0 K E C 0 NTR 0 L P �AN REVISED PER THOMP50N L FESAFETY RE IEW COMMENTS 07/29 /09 EB � EIGHTH LEVEL OVERALL SMOKE CONTROL PLAN O��Q�GK � M�c�.�� DATE REFERENCE DRAWING NO REVISION — LOCATION ECN DATE BY U JaQ � ' SALES ENGINEER PROJECT MANAGER APPLICATION ENGINEER DRAWN APPROVED - NORTH ; 25 � � IME A DECRESCENZO R CUNNINGHAM E BOGATAJ EB DATE 1 �/29/Og BY DATE � Project Title � r � y. BRANCH INFORMATION CONTRACT NUMBER � ��.,; ,.� Scale SOLARIS ,1�� JOHNSON CONTROLS, INC ONA1- � NONE 141 EAST MEADOW DRIVE i� :; LOT89 �WESC�CEN$E�N��L RD 8P62 -0003 VAIL, COLORADO 81657 �� 'y''�� PHONE (303) 973-5930 DRAWING NUMBER FILE NAME �� FAX (303) 979- 6847 3000 -9 . 00 � _____ _____� � __ _ __ _ __ _ _ �. _--- -- - -- _ _ - -- - - � � — — — — — — — — — — — — — — — — — — — — � — — — — — — — — — — � — - - - - - - I . I � ° I II x�s imaz I � �P � i o ��R I �� I — I I o , � — — — � � — — � I — � � � � � � • � � � � I ❑ � N1 0 iRi I � p p � � � � � � � ° � _ _ J � _ _ J I � � I O N„ m, ,OP 5 � I I o o C I I S S3fR � � ❑ S S4IR I I � � � � � � � I � � xx_ o o � � � I� / � � � �� I / / / � � G I ❑ I ' i UNIT 801 UPPER LEVEL � � � I � � � � � � . � � � � � � � � � � . 1 � i o ° u i I �, i o � � 1 � � � � � � � � / � � � / 1 STAIR #3 SPF3 FAN STATUS STAIR #4 SPF4 FAN STATUS � EPF4 FAN STATUS EPF5 FAN STATUS � � � 1 � ' / 1 / � 1 � 1 � 1 1 � 1 / / 1 � I / 1 / 1 / 1 / 1 - i i I � 1 � . � 1 / , 1 � i 1 � 1 / � � ❑ � 1 i � 1 � � 1 � � � 1 � 1 / � / 1 � I � � � 1 � / � 1 � � 1 � 1 � / � � � 1 � � , � � / �E�� , � � � - - ' SEP 11 �009 1 — — — �AFE�B�ii� �p�Arad� � _ _ _ _ — L�- - - - - - - - - - - - - - - - - - REVISION Drawing Title : INFORMATION NUMBER N I NTH LEVE � OVERA � L � NINTH LEVEL OVERALL SMOKE CONTROL PLAN �Q�PQO• � E��S'T SMOKE CONTROL P �AN REVISED PER THOMP50N LFESAFEfY RE IEW COMMENTS 07/29/09 EB Ov;'�Q'�GK D MF�:�9� DATE REFERENCE DRAWING NO REVISION — LOCATION ECN DATE BY � NORTH U ' a� 25541 � ' O SALES ENGINEER PROJECT MANAGER APPLICATION ENGINEER DRAWN APPROVED -p � � E A DECRESCENZO R CUNNINGHAM E BOGATAJ BY DATE gY DATE � S1 � Project Title • EB 12/29/08 � ' A j , BRANCH INFORMATION CONTRACT NUMBER s �S •�� • � Scale SOL/iRIS ��jj ' � JOHNSON CONTROLS , INC s� I� i� 10289 WEST CENTENNIAL RD 8P62 �0003 A� NONE 141 EAST MEADOW DRIVE / ;: , LITTLETON , co 8o , z� , . VAIL, COLORADO 81657 � � � �� ''� '� %� ' PHONE (303) 973 - 5930 DRAWING NUMBER FILE NAME �� FAX (303) 979 - 6847 3000 ° 1 0 ■ 00 � _ _ _ . �.. -- - — — - - - - _ _ , � BILL OF MATERIALS � ELEVATOR PRESSURIZATION ELEVATOR PRESSURIZATION Designation Q�t i Part Number Description � TYPICAL OF ELEV-E4 TYPICAL OF ELEV-E5 Field Devices : ELEV*-T 5 TE-631GM - 1 4 " 1000 OHM NI DUCT TEMP ELEV-VNT ELEV-VNT EPF*-S 2 AFS-222 AIR FLOW SWITCH , 0 . 05- 12"WC 3 (By Div16) g (By Div16) 4 FTG18A-600R REMOTE MTD PROBE TUBE KIT CP-802 4 EPF4-S CP-803 4 EPFS-S EPF4-DPR H L EPF5-DPR H L Panel Devices : (By Div16) EPF-4 N o (By Div16) EPF-5 N o MOV- 12SMK- MOVKIT- MSTPKIT, MOV TRANSIENT OA 4A NO NO VFD VFD � CP-802 480/3f7� o CP-803 480/30 � ELEV4-T � ELEVS-T 1 CP-802 1 CP-803 Level 8 Level 8 � Level 7 Level 7 Level 6 Level 6 Notes : 1 . Reference Following Grid Coordinates For Elevator Shaft locations . Level5 Level5 Elevator ShaftCoordinates E 1 W-4 E2 W-6 Level4 Level4 E3 K-$ E4 E- 12 Level 3 Level 3 E5 E- 18 . 2 . Control Panels CP-802 , CP-803 , CP-303 To Be Placed On Emergency Power. . Level 2 Level 2 Level 1 Level 1 Garage Garage Level Level ELEVATOR SHAFT MONTORING TYPICAL OF 3 ( ELEV-E1 , -E2, -E3) ELEV-VNT (By Div16) ELEV-VNT (By Div16) " o ELEV-VNT � ELEV1 -T (By Div16) Sequence of Operations : 1 CP-303 " ° General : All set points referred to in the following sequences can be adjusted at the operator work station (OWS ) No ELEV3-T or at the local digital controller ( DDC) . If communication is lost to the DDC , default set points in the DDC are used Level4 for stand alone control . 3 CP-303 Level 3 E�EV2-' Level3 Elevator Shaft Monitoring ( ELEV-E1 , - E2 , -E3) : The DDC shall monitor the elevator shaft temperature . The - 2 CP-303 DDC shall display the elevator shaft temperature at the remote panel located in the fire command room 328 ( Level ' Level2 Level 2 Level2 3 ) . If the elevator shaft temperature increases above the alarm set point, an alarm shall be sent to the OWS . The elevator shaft vent damper shall be controlled by the fire alarm system . Level 1 Level 1 Level 1 Elevator Shaft Control ( ELEV- E4) : The fire alarm system will start and stop the elevator pressurization fan ( EPF-4 ) . The outside air intake damper and the shaft vent damper shall be controlled by the fire alarm system . Garage Garage Garage When the pressurization fan is commanded on and the outside air intake damper is proven open , the fan shall be Level Level Level allowed to run . The DDC shall monitor the fan status . The DDC shall monitor the elevator shaft temperature . The DDC shall display the elevator shaft temperature at the remote panel located in the fire command room 328 ( Level 3 ) . If the elevator shaft temperature increases above the alarm set point , an alarm shall be sent to the OWS . The elevator shaft vent damper shall be controlled by the fire alarm system . Elevator Shaft Control ( ELEV-E5) : The fire alarm system will start and stop the elevator pressurization fan ( EPF- 5) . The outside air intake damper and the shaft vent damper shall be controlled by the fire alarm system . When the pressurization fan is commanded on and the outside air intake damper is proven open , the fan shall be allowed to run . The DDC shall monitor the fan status . . The DDC shall monitor the elevator shaft temperature . The DDC shall display the elevator shaft temperature at the remote panel located in the fire command room 328 ( Level 3 ) . If the elevator shaft temperat��s�� above the alarm set point , an alarm shall be sent to the OWS . The elevator shaft vent damper sha e con ro ed by the fire alarm system . SEP 11 �009 . � REVISION Drawing Title . INFORMATION N�MBER Elevator Pressurization �.P'p� R �G�SJ. REVISED PER THOMPSON IFESAFEfY R IEW COMMENTS 07/29/09 EB �,.... ... ., QO•;�P�GK � MF�:�9� DATE REFERENCE DRAWING NO REVISION — LOCATION ECN DATE BY Gl t�; 0 • SALES ENGINEER PROJECT MANAGER APPLICATION ENGINEER DRAWN APPROVED � ; 541 ' TIME A DECRESCENZO R CUNNINGHAM E BOGATAJ BY DATE BY DATE • � Pro� ect Title . EB 12/29/08 ,� ;� '�lv � ; BRANCH INFORMATION CONTRACT NUMBER F_� , ,p � SOLARIS �;: �.: y � Scale /�� y .. JOHN50N CONTROLS , INC �� rv L 141 EAST MEADOW DRIVE /�� i; LOT8� NESC�CEN8E�N27 L RD 8P62-0003 NONE �� VAIL COLORADO 81657 '�' �� PHONE (303) 973 -5930 DRAWING NUMBER FILE NAME � �� FAX (303) 979 -6847 9002 ° e� . 00 1 . . - - - - r --- - _ _ __ - -- - --- - - - - - - - _ �_ BILL OF MATERIALS � � Designation � Part Number Description s 20 . 00 Panel Devices : DDC- 1 1 MS- FEU2610-OU CTRL 17 PT,W/ BASE , UL ENCLOSURE 1 PAN - ENC2024WDP 20X24X9 . 25 ENC+ DOOR+ PANEL MOV-2 2 SMOKE-MOVKIT-0 KIT , MOV TRANSIENT PS-1 1 PAN -PWRSP-U PANEL POWER SUPPLY 96VA n n R-1 1 RIBM24C 4" TRACK-MOUNT 15A SPDT 24VAC/DC J ` J ` R-2 1 RIBM2401 DDPDT , 10A, HC=24 VAC/DC ,W/LED OO O TB-24AC 1 TB-6MM-ENDCAP TERMINAL BLOCK CAP , 6MM , � � 0 � O 6 TB-6MM-SINGLE TERMINAL BLOCK, 6MM , SING Ps - i = Z �, TB-24AC , �, � D I N �""�`n �" � � � mm � � Rail � � � 1 - 1 /2" WIRE DUCT � R- 1 U °o � o0000000000000000a000000000000o R_2 NOTES : 0 N w 1 . Panel To Be UUKL Listed . � DDC - 1 � � 0 � N � Y � QU � Z �� oaaoo�oa00000000000000aooa0000 � � � . . �0 1 - 1 /2 " WIRE DUCT �o J HNSON CONTI� �S . . �E�IE�/EC� �3�' SEp 11 ZUU� REVISION Drawing Title • . INFORMATION NUMBER levator Pressurization EPF — Q,PO� RE�/s REVISED PER THOMPSON IFESAFETY R IEW COMMENTS 07/29/09 EB o .;.•• ••• ••• .,,. � Control Panel ( CP - 802 ) v � �GK D ,y� �� F REFERENCE DRAWING NO REVISION — LOCATION ECN DATE BY O �,tQ` C��,; 9 DATE � � � � ' � SALES ENGINEER PROJECT MANAGER APPLICATION ENGINEER DRAWN APPR OVED ' 2 41 � • '� � TIME A DECRESCENZO R CUNNINGHAM E BOGATAJ BY DATE BY DATE . Pro� ect Title : EB 12/29/08 : , BRANCH INFORMATION �' SOLARIS ' � CONTRACT NUMBER , : � s • . ' Scale j/j j � • JOHNSON CONTROLS, INC � rvA E 141 EAST MEADOW DRIVE /� i% 10289 WEST CENTENNIAL RD 8P62-0003 NONE VAIL, COLORADO 81657 �� '%.�' � LITTLETON, CO 80127 • ;. � PHONE (303) 973 -5930 DRAWING NUMBER FILE NAME �� FAX (303) 979 - 6847 9002 �2 , 00 Electrician/Fitter Point Information Controller Inforr� ation Panel Information Intermediate De.ice Field Device . Cable Ref System Controller Trunk Trunk irunk Reference Cable Wiring Wiring Point Type Name � bje �t Name Expanded ID Details Type Nbr Addr. Destination Termination Out Panel Panel Location Drawing Number /Tubing Termination In _ Device Termination Out Location /Tubing Termination In 1]evice Location Shaaie Comment z Tag Bay/Terminal ELEV-E4 FEC 26xx CP-802 Elec Room 821 M2 42 p Power to Controller ELEV-E4 FEC 26xx MS/TP 1 8 CP-802 Elec Room 821 M2 42 BacNet FC Bus UI IN-1 ELEV-E4 ELEV4-T Elevator Shaft E4 Temperature FEC 26xx MS/TP 1 8 UI IN-1 IN1 , ICOM1 CP-802 Elec Room 821 M2 42 1 2/ 18 2-Wire TE F131 UI IN-2 ELEV-E4 FEC 26xx MS/TP 1 8 UI IN-2 CP-802 Elec Room 821 M2 42 2 UI IN-3 ELEV-E4 EPF4D-O EPF-4 Iso Damper Open FEC 26xx MS/TP 1 8 UI IN-3 IN3 , ICOM3 CP-802 Elec Room 821 M2 42 3 2/ 18 NO , COM RIBM2401 D 24VAC/COM 2/ 18 See wiring detail Dry Contact F301 UI IN-4 ELEV-E4 EPF4D-C EPF-4 Iso Damper Closed FEC 26xx MS/TP 1 8 UI IN-4 IN4, ICOM4 CP-802 Elec Room 821 M2 42 4 2/ 18 See wiring detail Dry Contact F301 UI IN-5 ELEV-E4 FEC 26xx MS/TP 1 8 UI IN-5 CP-802 Elec Room 821 M2 42 5 UI IN-6 ELEV-E4 FEC 26xx MS/TP 1 8 UI IN-6 CP-802 Elec Room 821 M2 42 6 BI IN-7 ELEV-E4 EPF4-S EPF-4 Fan Status FEC 26xx MS/TP 1 8 BI IN-7 IN7 , ICOM7 CP-802 Elec Room 821 M2 42 7 2/ 18 NO , COM RIBM2401D 24VAC/COM 2/ 18 See wiring detail AFS -222 (NO) BI IN-8 ELEV-E4 FEC 26xx MS/TP 1 8 BI IN-8 CP-802 Elec Room 821 M2 42 8 BO OUT 1 ELEV-E4 FEC 26xx MS/TP 1 8 BO OUT-1 CP-802 Elec Room 821 M2 42 9 BO OUT-2 ELEV-E4 FEC 26xx MS/TP 1 8 BO OUT-2 CP-802 Elec Room 821 M2 42 10 BO OUT-3 ELEV-E4 FEC 26xx MS/TP 1 8 BO OUT-3 CP-802 Elec Room 821 M2 42 11 CO OUT-4 ELEV-E4 FEC 26xx MS/TP 1 8 CO OUT-4 CP-802 Elec Room 821 M2 42 12 CO OUT 5 ELEV-E4 FEC 26xx MS/TP 1 8 CO OUT 5 CP-802 Elec Room 821 M2 42 13 CO OUT 6 ELEV-E4 FEC 26xx MS/TP 1 8 CO OUT 6 CP-802 Elec Room 821 M2 42 14 CO OUT 7 ELEV-E4 FEC 26xx MS/TP 1 8 CO OUT-7 CP-802 Elec Room 821 M2 42 15 AO OUT 8 ELEV-E4 FEC 26xx MS/TP 1 8 AO OUT 8 CP-802 Elec Room 821 M2 42 16 AO OUT-9 ELEV-E4 FEC 26xx MS/TP 1 8 AO OUT-9 CP-802 Elec Room 821 M2 42 17 DETAIL F131 TEMPERATURE SENSOR INPUT DETAIL F301 BINARY INPUT (DRY CONTACT) MSTP BUS MOV- 'I WIRING DETAIL � ��"�` � �"� �� FEC/IOM FIELD DEVICE �/� � Yellow � �� tv# FEC/IOM � � �� Black ICOM# �/ Black ICOM# , S�Y � RTD Orange IN# /. Temperature Element MOV-2 DRY CONTACT � �' (N O or N C as reqwred) MOV-2 � ��"� � � � � �� I� � � � � �� °'� i Earth Ground = �� ,� � � Earth Ground � � //�///aiiiiiiiii�i iiiiiiiiai/,�///ii�iiiiiiiiiiiaii/ ��/%/'l//,/ !�//////�% Control Panel CP-802 Locate In Elec Room 821 �� A�� % �I�t� �r�r`�. �.�� r�� r,r� �vf��4 �x,r� ��tk�s��.: � TB-24AC , n�t tc� �'��f�' /i s . � :.��., / 93 H N �x,�r�t� �� e�r�'i� ;:'� j 93 PS-1 �i�/��'///�,/////�//�//��ir�„�/ ///////�/� 93 24VAC H N G � . . . i�•:•:;;::•iiiiiiii///%//////%/�i:•:;:; . , 120 Vac From � � G :: ,.: .: . :: _ � ;. � ,,, 91 COM .� .;: �/ ��s°.��f N — Panel Field Venfy , . 91 H — Ckt Fielc Venfy �.�,�� -��--��.�� ,°%�. 91 " ��t�� a';c��) < �"; � EPF4-S €,��:� � �� 'E��•�t�l� � ��-�r� t�� >�.r'��, �tha��d �i�> 24VAC 93 �� 3�.��4� u�i�� 4� �� °��`a��1�'3�+��' �sr�� , Com 91 R-1 �� + " �'s��t��-«'�'� ��1��s �i'`,� ��2 �"e��ts ��r��°a�. FEC R-1 -1 OtN7 7 INCOM7 MOV-2 EPF4D-O Earth Ground (By Others) � 24VAC 93 Com 91 R�2 . + - FEC R-2-1 OIN3 3 INCOM3 MOV-2 Earth Ground = �� SEP 11 �� A�� nr�� REVISION Drawing Title : INFORMATION NUMBER levator Pressurization EPF — 0 RE REVISED PER THOMPSON IFESAFETY R IEW COMMENTS 07/29/09 EB o�,PO .,,., ,, G�s�. Point Schedule v � :'��,K D ,y••,. (�` REFERENCE DRAWING NO REVISION — LOCATION ECN DATE BY U �.�P Cc�� 9C DATE • • SALES ENGINEER PROJECT MANAGER APPLICATION ENGINEER DRAWN APPROVED a � 2 41 : A DECRESCENZO R CUNNINGHAM E BOGATAJ BY DATE BY DATE ' p ; Pro� ect Title : EB 12/29/08 � BRANCH INFORMATION � F � � � �� Scale SOLARIS l�� . JOHNSON CONTROLS, INC CONTRACT NUMBER N � � NONE 141 EAST MEADOW DRIVE ,�/,.�! i; 10289 WEST CENTENNIAL RD 8P62 -0003 A � � � �,�� LITTLETON CO 80127 VAIL, COLORADO 81657 � `� %•:'' � PHONE (303) 973 -5930 DRAWING NUMBER FILE NAME �� FAX (303) 979 - 6847 � 00 /� °2 . 01 L . , BILL OF MATERIALS Designation � Part Number Description j Panel Devices . 20 . 0� DDC-1 1 MS- FEU2610-OU CTRL 17 PT,W/ BASE , UL ENCLOSURE 1 PAN -ENC2024WDP 20X24X9 . 25 ENC+ DOOR+ PANEL MOV-2 2 SMOKE-MOVKIT-0 KIT , MOV TRANSIENT PS-1 1 PAN -PWRSP-U PANEL POWER SUPPLY 96VA n n R-1 1 RIBM24C 4" TRACK-MOUNT 15A SPDT 24VAC/DC l ` J ` R-2 1 RIBM2401 DDPDT , 10A, HC=24 VAC/DC ,W/LED TB-24AC 1 TB-6MM-ENDCAP TERMINAL BLOCK CAP , 6MM , � � � 0 � � 6 TB-6MM-SINGLE TERMINAL BLOCK, 6MM , SING - Ps - i = Z �, TB-24AC D � �. �, DIN ,, ,, � mm „ � � � � , � , � Rail � � � 1 - 1 /2" WRE DUCT � R- 1 U °o � oa0000000000000000000000000000o R_2 NOTES : 0 N w 1 . Panel To Be UUKL Listed . � OO � DDC - 1 � � N Q Y � U � Z � � o0000000000000000aa0000aooa0000 � � � � � . v �0 1 - 1 /2" WIRE DUCT �o ' J HNSON CONTI� �S . ��lI ��UEC� � `� SEP 11 20(�9 �Q��u�l� ��c�r�� REVISION Drawing Title . INFORMATION NUMBER levator Pressurization EPF — wA�O REG�S, C o n t ro I P a n e I ( C P — 8 0 3 ) REVISED PER THOMPSON IFESAFETY R IEW COMMENTS 07/29/09 EB �<`' •• '"�" ' REFERENCE DRAWING NO REVISION - LOCATION ECN DATE BY Q �•`GyC D ,y'•.� C�,9 DATE . Ov;��Q �•� �Q SALES ENGINEER PROJECT MANAGER APPLICATION ENGINEER DRAWN APPROVED ' � � A DECRESCENZO R CUNNINGHAM E BOGATAJ BY DATE BY DATE . , • ' a 25541 ' TI EB 12 29 08 _ • Project Title • / / � ; , y : BRANCH INFORMATION , . CONTRACT NUMBER • � Scale ��I "/'%i JOHNSON CONTROLS , INC ��SS+� N�� NONE 141 EAST MEADOW DRIVE �� ; %; 10289 WEST CENTENNIAL RD 8P62�0003 VAIL, COLORADO 81657 �� .� . �.,. � LITTLEfON co so � �� ; PHONE (303) 973-5930 DRAWING NUMBER FILE NAME �� FAX (303) 979 -6847 900 � �� ■ 00 Electrician/Fitter Point Information Controller Inforrnation Panel Information Intermediate Device Field Device . Cable Ref System Controller Trunk Trunk Trunk Reference Cable Wiring Wiring Point Type Name � �� ect Name Expanded ID Details T e Nbr Addr. Destination Termination Out Panel Panel Location Drawin Number /Tubin Termination In Device Termination Out Location /Tubing Termination In fle �rice Location Detail Comment , Tag yp Bay/Terminal g g Sha e ELEV-E5 FEC 26xx CP-803 Elec Room 824 M2 44 p Power to Controller ELEV-E5 FEC 26xx MS/TP 2 6 CP-803 Elec Room 824 M2 44 BacNet FC Bus UI IN-1 ELEV-E5 ELEV5-T Elevator Shaft E5 Temperature FEC 26xx MS/TP 2 6 UI IN-1 IN1 , ICOM1 CP -803 Elec Room 824 M2 44 1 2/ 18 2-Wire TE F131 UI IN-2 ELEV-E5 FEC 26xx MS/TP 2 6 UI IN-2 CP-803 Elec Room 824 M2 44 2 UI IN-3 ELEV-E5 EPF5D-O EPF-5 Iso Damper Open FEC 26xx MS/TP 2 6 UI IN-3 IN3 , ICOM3 CP-803 Elec Room 824 M2 44 3 2/ 18 NO , COM RIBM2401 D 24VAC/COM 2/ 18 See wiring detail Dry Contact F301 UI IN-4 ELEV-E5 EPF5D-C EPF-5 Iso Damper Closed FEC 26xx MS/TP 2 6 UI IN-4 IN4 , ICOM4 CP-803 Elec Room 824 M2 44 4 2/ 18 See wiring detail Dry Contact F301 UI IN-5 ELEV-E5 FEC 26xx MS/TP 2 6 UI IN-5 CP-803 Elec Room 824 M2 44 5 UI IN-6 ELEV-E5 FEC 26xx MS/TP 2 6 UI IN-6 CP-803 Elec Room 824 M2 44 6 BI IN-7 ELEV-E5 EPF5-S EPF-5 Fan Status FEC 26xx MS/TP 2 6 BI IN-7 IN7, ICOM7 CP -803 Elec Room 824 M2 44 7 2/ 18 NO , COM RIBM2401 D 24VAC/COM 2/ 18 See wiring detail AFS-222 (NO) BI IN-8 ELEV-E5 FEC 26xx MS/TP 2 6 BI IN-8 CP -803 Elec Room 824 M2 44 8 BO OUT 1 ELEV-E5 FEC 26xx MS/TP 2 6 BO OUT-1 CP-803 Elec Room 824 M2 44 9 BO OUT 2 ELEV-E5 FEC 26xx MS/TP 2 6 BO OUT-2 CP-803 Elec Room 824 M2 44 10 BO OUT-3 ELEV-E5 FEC 26xx MS/TP 2 6 BO OUT-3 CP-803 Elec Room 824 M2 44 11 CO OUT-4 ELEV-E5 FEC 26xx MS/TP 2 6 CO OUT-4 CP-803 Elec Room 824 M2 44 12 CO OUT-5 ELEV-E5 FEC 26xx MS/TP 2 6 CO OUT 5 CP-803 Elec Room 824 M2 44 13 CO OUT-6 ELEV-E5 FEC 26xx MS/TP 2 6 CO OUT-6 CP-803 Elec Room 824 M2 44 14 CO OUT-7 ELEV-E5 FEC 26xx MS/TP 2 6 CO OUT-7 CP-803 Elec Room 824 M2 44 15 AO OUT-8 ELEV-E5 FEC 26xx MS/TP 2 6 AO OUT-8 CP-803 Elec Room 824 M2 44 16 AO OUT-9 ELEV-E5 FEC 26xx MS/TP 2 6 AO OUT-9 CP-803 Elec Room 824 M2 44 17 DETAIL F131 TEMPER.ATURE SENSOR INPUT DETAIL F301 BINARY INPUT (DRY CONTACT) MSTP BUS MOV- 1 WIRING DETAIL � �� FEC/IOM FIELD DEVICE Yellow / �� .;� irv# FEC/IOM � % �� ;- Black /�/ � "� Black ICOM# :. ,�f _ ICOM# , RTD Orange IN# /� Temperature Element MOV-2 DRY CONTACT � � (N O or N C as reqwred) MOV-2 � �� [� � � � � �� i Earth Ground — � Earth Ground �� 1 �� iiiiii//aaiiiiiii iiaiiiiaiiiiiiiiiiiiaiiaiiai�i �rai�io,,'..,,�� Control Panel CP-803 %%��'', Locate In Elec Room 824 �� _�� 4� �� ;/, _ �'s�� 'CC�s ��t��tir�, ��e� �r�, �r;� �a€H�� ar� ��k��. �i TB 24AC 93 r��c� t� �'��-��ar��s:�", <,�� i H N . �. ��c,��t� �� .��?a�:' . � ! 93 - PS-1 ��i:':i��iiiiiiariaa�r.�ar��, % /�. j •:;% /�////�/// 93 24VAC H N G i�.;:.;<;';iiiiiiii///%////////ii::•:;'::. 91 COM G _ 120 Vac From � � ;;" . / `�;��.., N — Panel Fidd Venfy .. . . � � �'�� '°�' 91 H — Ckt FieldVenfy ..� �,�d� ��_�� ,��.��, ��::. 91 � �� 'J;��r� ''�i .: �., EPF5-S €��:� � �� '��•�a�l� � ��r� �� .rf��f �r�s��d �wi�; 24VAC 93 " ��€ ��.��4� s�i�� 4� ��s� ��'ait�1��P�� t�fr. 3�� , Com 91 R-1 .. � + _ ;'.;>.<.., ��a3�� t� �•��.� ��r��d , FEC R-1 -1 _ O � N� 7 INCOM7 MOV-2 EPF5D-O Earth Ground (By Others) . 24VAC 93 Com 91 R-2 . + - FEC R-2-1 OIN3 3 INCOM3 MOV-2 Earth Ground = �� SLp 11 Zd09 �A��t�� Q��r��i� REVISION Drawing Title . INFORMATION NUMBER levator Pressurization EPF — P o i n t S c h e d u I e REVISED PER THOMPSON IFESAFETY R IEW COMMENTS 07/29/09 EB P�� RE��S REFERENCE DRAWING NO REVISION — LOCATION ECN DATE BY O�� K D �� .�T DATE . � Ov�•'�Q�G MCC``��m SALES ENGINEER PROJECT MANAGER APPLICATION ENGINEER DRAWN APPROVED U : Q � : A DECRESCENZO R CUNNINGHAM E BOGATAJ BY DATE gY DATE • � a �5 � . TIME Pro� ect Title : EB 12/29/08 � ` • SOLARIS ; , , BRANCH INFORMATION CONTRACT NUMBER . % � � .�� Scale �%j/� �� JOHNSON CONTROLS, INC . F y�� , NONE 141 EAST MEADOW DRIVE �/ � { 10289 WEST CENTENNIAL RD 8P62 0003 ss� rvA� �`' VAIL, COLORADO 81657 :�� .. ' LITTLETON, co ao , z� ' ... - PHONE (303) 973-5930 DRAWING NUMBER FILE NAME �� FAX (303) 979- 6847 � oO� �Q . o � J . BILL OF MATERIALS Designation � Part Number Description ' ` Panel Devices : DC- 1 1 PS24-30W UNIVERSAL 24VDC POWER SUPPLY 30 WATT DDC-1 1 MS- FEU2610-0 CTRL 6U1 . 2B1 . 3B0 . 2A0 ,4C0 ENCLOSURE 1 PAN - ENC2024WDP 20X24X9 . 25 ENC+ DOOR+ PANEL n n LCD- 1 Thru LCD-5 5 VPI-4-R LCD DISPLAY, 3 1 /2 DIGITS , RED J � J � PS- 1 , PS-2 2 PAN -PWRSP PANEL POWER SUPPLY 96VA OO O RPTR-3 1 NU- RPT101 -0 REPEATER/ ISOLATER, N2 BUS � 0 � O TB-24DC 1 TB-6MM-ENDCAP TERMINAL BLOCK CAP , 6MM , TB-24DC _ _ � 10 TB-6MM-SINGLE TERMINAL BLOCK, 6MM , SING , . . . , . , . , . DC - 1 Ps• � � � LCD- 1 LCD-2 � �� TAG - 1 TAG -2 1 - 1 /2 " WIRE DUCT LCD-3 LCD-4 � � o U � � � o0000000000a000000000a000000000 = Z �, � S_�� TAG -3 TAG-4 w � � E 2 xx � o � �� O � F C 6 �1 N LCD-5 24 00 � � o0000000000000000000000000a0000 r TAG -5 RPTR-3 . , �0 1 - 1 /2 " WI RE DUCT o� J HNSON CONTI� �S TAG LABEL � Elevator Shaft E1 Temperature 2 Elevator Shaft E2 Temperature 3 Elevator Shaft E3 � Temperature 4 Elevator Shaft E4 Temperature 5 Elevator Shaft E5 Temperature . ��I��/ED �Y SEP 11 1009 �A��sait ��6a�ado REVISION Drawing Title : INFORMATION Elevator Shaft Temperature �PQQ. RE��s� NUMBER REVISED PER THOMPSON IFESAFETY R IEW COMMENTS 07/29/09 EB o ,•• K o .. F Monitor Panel ( CP - 303 ) Ov;'�Q� MF1-';�t� DATE REFERENCE DRAWING NO REVISION — LOCATION ECN DATE BY U :a� 5 1 � ' v SALES ENGINEER PROJECT MANAGER APPLICATION ENGINEER DRAWN APPROVED . � � TIME Pro� ect Title: A DECRESCENZO R CUNNINGHAM E BOGATAJ EB onrE 12/29/08 BY DATE ,n •� n� BRANCH INfORMATION , tC `Y � SOLARIS ' ' � � CONTRACT NUMBER ss • A� �' SC01e 141 EAST MEADOW DRIVE j�%� i JOHNSON CONTROLS , � Nc � �� 10289 WEST CENTENNIAL RD 8P62�� o03 NONE -'//• • , % ' LITTLETON , CO 80127 VAIL, COLORADO 81657 '�� - PHONE (303) 973-5930 DRAWING NUMBER FILE NAME �� FAX (303) 979- 6847 9002 � /, ■ oo c� Electrician/Fitter Point Information Controller Information Panel Information Intermediate De ��ice Field Device • Cable Ref System Controller Trunk Trunk -runk Reference Cable Wiring Wiring Point Type Object Name Expanded ID Destination Termination Out Panel Panel Location Termination In Device Termination Out Location Termination In De �ice Location Detail Comment Name Details Type Nbr addr. Drawing Number /Tubing /Tubing Shape z Tag Bay/Terminal ELEV-TEMP FEC 26xx CP-303 Fire Cmd Room 328 MZ 22 Power to ontro er ELEV-TEMP FEC 26xx MS/TP 2 7 CP-303 Fire Cmd Room 328 M2 22 BacNet FC Bus UI IN-1 ELEV-TEMP ELEV1 -T Elevator Shaft E1 Temperature FEC 26xx MS/TP 2 7 UI IN-1 IN1 , ICOM1 CP-303 Fire Cmd Room 328 M2 22 1 2/ 14 2-Wire TE F131 UI IN-2 ELEV-TEMP ELEV2-T Elevator Shaft E2 Temperature FEC 26xx MS/TP 2 7 UI IN-2 IN2 , ICOM2 CP-303 Fire Cmd Room 328 M2 22 2 2/ 14 2-Wire TE F131 UI IN-3 ELEV-TEMP ELEV3-T Elevator Shaft E3 Temperature FEC 26xx MS/TP 2 7 UI IN-3 IN3 , ICOM3 CP-303 Fire Cmd Room 328 M2 22 3 2/ 14 2-Wire TE F131 UI IN-4 ELEV-TEMP FEC 26xx MS/TP 2 7 UI IN-4 CP-303 Fire Cmd Room 328 M2 22 4 � UI IN-5 ELEV-TEMP FEC 26xx MS/TP 2 7 UI IN-5 CP-303 Fire Cmd Room 328 M2 22 5 UI IN-6 ELEV-TEMP FEC 26xx MS/TP 2 7 UI IN-6 CP-303 Fire Cmd Room 328 M2 22 6 BI IN-7 ELEV-TEMP FEC 26xx MS/TP 2 7 BI IN-7 CP-303 Fire Cmd Room 328 M2 22 7 ' BI IN-8 ELEV-TEMP FEC 26xx MS/TP 2 7 BI IN-8 CP-303 Fire Cmd Room 328 M2 22 8 BO OUT-1 ELEV-TEMP FEC 26xx MS/TP 2 7 BO OUT-1 CP-303 Fire Cmd Room 328 M2 22 9 BO OUT-2 ELEV-TEMP FEC 26xx MS/TP 2 7 BO OUT-2 CP-303 Fire Cmd Room 328 M2 22 10 BO OUT-3 ELEV-TEMP FEC 26xx MS/TP 2 7 BO OUT 3 CP-303 Fire Cmd Room 328 MZ 22 11 CO OUT-4 ELEV-TEMP ELEV1T O Elevator Shaft E1 Temp Display FEC 26xx MS/TP 2 7 CO OUT-4 OUT4, OCOM4 CP-303 Fire Cmd Room 328 M2 22 12 2/ 18 See wiring detail Output (Voltage) CO OUT-5 ELEV-TEMP ELEV2T O Elevator Shaft E2 Temp Display FEC 26xx MS/TP 2 7 CO OUT 5 OUT5, OCOM5 CP-303 Fire Cmd Room 328 M2 22 13 2/ 18 See wiring detail Output (Voltage) CO OUT-6 ELEV-TEMP ELEV3T O Elevator Shaft E3 Temp Display FEC 26xx MS/TP 2 7 CO OUT 6 OUT6, OCOM6 CP-303 Fire Cmd Room 328 M2 22 14 2/ 18 See wiring detail Output (Voltage) CO OUT-7 ELEV-TEMP ELEV4T O Ele�rator Shaft E4 Temp Display FEC 26xx MS/TP 2 7 CO OUT-7 OUT7, OCOM7 CP-303 Fire Cmd Room 328 M2 22 15 2/ 18 See wiring detail Output (Voltage) AO OUT-8 ELEV-TEMP ELEV5T O Elevator Shaft E5 Temp Display FEC 26xx MS/TP 2 7 AO OUT 8 OUT8, OCOM8 CP-303 Fire Cmd Room 328 M2 22 16 2/ 18 See wiring detail Output (Voltage) AO OUT 9 ELEV-TEMP FEC 26xx MS/TP 2 7 AO OUT 9 CP-303 Fire Cmd Room 328 M2 22 17 DETAIL F131 TEMPERATURE SENSOR INPUT Control Panel CP-303 Locate In Fire Command Room 328 24VDC FEC/IOM + - H N 120 Vac From Yellow � N# PS-1 Panel Field Verify DC-1 H N G Ckt Field Venfy Black ICOM# L N G — i N — . TemperaRure Element MOV-2 H . _ Earth Ground RPTR-3 H N G PS-2 N H N G H FEC OUT4 + LCD-1 ELEV1T-O SIG OCOM4 - TB-24DC PWR + + BL + Mounted On Panel Face FEC OUT5 + LCD-2 ELEV2T-O SIG OCOM5 - TB-24DC PWR + + BL + 0 Mounted On Panel Face FEC , OUT6 + LCD-3 ELEV3T-O SIG OCOM6 - TB-24DC PWR + + BL + Mounted On Panel Face FEC OUT7 + LCD� ELEV4T-O SIG OCOM7 - TB-24DC PWR + + BL + � Mounted On Panel Face �`e ��l�� +� FEC SEP 1 � �� OUT8 + LCD-5 ELEV5T-O SIG �A��0� �� OCOM8 - � TB-24DC PWR REVISION Drawing Title . INFORMATION - + + NUMBER Elevator Shaft Temperature �P��•REG�ST REVISED PER THOMPSON IFESAFETY R IEW COMMENTS 07/29/09 EB - o ;••GKD •. F Po � nt Schedule + B� �pv�� MF��9t� DATE REFERENCE DRAWING NO REVISION — LOCATION ECN DATE BY . . 1 9 SALES ENGINEER PROJECT MANAGER APPLICATION ENGINEER DRAWN APPROVED • Mounted On Panel Face �v � � TIME A DECRESCENZO R CUNNINGHAM E BOGATAJ BY DATE eY DATE , Pro� ect Title : EB 12/29/08 �� BRANCH INFORMATION � •••� ••O C?�� Scale SOLARIS ��j � ;� JOHNSON CONTROLS , INC CONTRACT NUMBER ��NA1- �' 141 EAST MEADOW DRIVE //�� ' 10289 WEST CENTENNIAL RD 8P62-0003 NONE /// . r''' LITTLETON, CO 80127 VAIL, COLORADO 81657 �� • 'F��" � PHONE (303) 973 -5930 DRAWING NUMBER FILE NAME �� FAX (303) 979 - 6847 � n02 ° A . 01 �� 61' � -- __ - - - -_. __ . I , BILL OF MATERIALS � STAIRWELL PRESSURIZATION STAIRWELL PRESSURIZATION Designation Q�t r Part Number Description . STAIR 1 STAIR 2 Field Devices : � DC-* 2 B- 12 ENCLOSURE , 12x12 � 2 DCP- 1 . 5-W 1 . 5 AMP POWER SUPPLY CP-402 � SPF1 -S cP-7o2 � SPF2-S SPF*-S 2 AFS -222 AIR FLOW SWITCH , 0 . 05- 12 "WC , z 2 4 FTG18A-600R REMOTE MTD PROBE TUBE KIT SPF1 -DPR H L SPFZ-DPR H L STR*- DP�` 14 DPT2641 -001B-A PRESS SENS , DP , - 1 - 1 "WC , MA , 0 . 25 % (By Div16) SPF-1 (By Div16) SPF-2 28 RPS STAINLESS STEEL ROOM OA OA N o N o Panel Devices : vFO 16 cP-�o2 vF� 16 MOV- 1 2 SMK- MOVKIT- MSTP KIT , MOV TRANSIENT � CP-402 DC-1 480/3f1� o CP-702 DC-2 480/3Q! CP-702 0 � � H STR2-DP8 Level8 22 CP-702 L Level 4 STR1 -DP4 N otes : cP-�o2 � s H STR2-DP7 2 � cPao2 Level7 1 . Locate Control Panel CP-402 In Electrical Room 423 . � � 2 . Locate Control Panel CP-702 In Electrical Room 722 . Level 3 STR1 -DP3 CP-402 6 H STR2-DP6 Level6 3 . Mount Differential Pressure Transducers in Metal Enclosure . zo cP-7o2 4 . Control Panels To Be Placed On Emergency Power. Level2 � � 5 . Reference Following Grid Coordinates For Stairwell locations . CP-402 5 STR1 -DP2 H STR2-DP5 Level5 � s cPao2 StairwellCoordinates Level 1 � S � W-7 STR1 -DP1 � H SZ M -7 CP-402 4 STR2-DP4 Level4 18 CP-702 Garage L � Level CP-402 3 STR1 -DPG H STR2-DP3 6 CP-702 Level3 , H STR2-DPZ Level2 5 CP-702 � H STRZ-DP1 Level1 4 CP-702 H STR2-DPG Garage 3 CP-702 Level . Sequence of Operations : General : All set points referred to in the following sequences can be adjusted at the operator work station (OWS ) or at the local digital controller (DDC ) . If communication is lost to the DDC , default set points in the DDC are used for stand alone control . Stair Pressure Control : The fire alarm system will start and stop the stairwell pressurization fan . The outside air intake damper shall be controlled by the fire alarm system . When the pressurization fan is commanded on and the outside air intake damper is proven open , the fan shall be allowed to run . The DDC shall monitor the fan status . Once fan status is proven , the DDC shall control the pressurization fan VFD speed to maintain the differential pressure set point (0 . 15" wc) via the average of the stairwell differential pressure sensors . If the average stairwell differential pressure decreases below setpoint (0 . 15 wc) for 30 seconds , the DDC shall modulate the VFD s eed to maintain setpoint . 11 �� SEP � 1 2U�� REVISION Drawmg Title • e R� � � �� INFORMATION Q`P�0 REG/ N� MBER Staiwell 1 8c 2 Pressurizat � on ''��''•• S�. REVISED PER THOMPSON IFESAFETY R IEW COMMENTS 07/29/09 EB O ;QGK D �. t�`9 V t� ` M �•� �Q DATE REFERENCE DRAWING NO REVISION - LOCATION ECN DATE BY ; a 5 � � � SALES ENGINEER PROJECT MANAGER APPLICATION ENGINEER DRAWN APPROVED � ' � A DECRESCENZO R CUNNINGHAM E BOGATAJ BY DATE BY DATE . � • TIME Pro� ect Title: EB 12/29/08 ��• y ., , BRANCH INFORMATION CONTRACT NUMBER • •• SOLARIS ;;; ,. a Scale �� JOHN50N CONTROLS, INC 141 EAST MEADOW DRIVE � �.; 10289 WEST CENTENNIAL RD 8P62-0003 NONE � '� � � �°°� � y ' LITTLETON , CO 80127 VAIL, COLORADO 81657 � ��e 'r'% �� PHONE (303) 973 -5930 DRAWING NUMBER FILE NAME �� FAX (303) 979 - 6847 9003 � 1 . 00 BILL OF MATERIALS a �T . 00 Designation � Part Number Description � Panel Devices . DDC- 1 1 MS- FEU2610-OU CTRL 17 PT,W/ BASE , UL ENCLOSURE 1 PAN - ENC2436WDP 24X36X9 , PERF-SUB ,W/ DOOR, NEMA 1 , UL 50 � � IOM - 1 1 MS- IOU4710-OU 10 MOD 17PT, UL MOV-2 2 SMOKE-MOVKIT-0 KIT, MOV TRANSIENT PS- 1 , PS-2 2 PAN -PWRSP-U PANEL POWER SUPPLY 96VA � � 0 � � � � � 0 � � � R- 1 1 RIBM24C 4" TRACK-MOUNT 15A SPDT 24VAC/DC _ _ � _ _ � R-2 , R-3 2 RIBM2401 DDPDT , 10A, HC=24 VAC/DC,W/LED PS_2 ,� � � � TB-24AC PS - 1 � � TB-24AC 1 TB-6MM-ENDCAP TERMINAL BLOCK CAP , 6MM , DIN 6� 6 TB-6MM-SINGLE TERMINAL BLOCK, 6MM , SING w � � mmm � � � R II � � � TB-24DC 1 TB-6MM-ENDCAP TERMINAL BLOCK CAP , 6MM , 16 TB-6MM-SINGLE TERMINAL BLOCK, 6MM , SING 1 - 1 /2 " WIRE DUCT TB-24DC . : � ' U o000000000000000000000000000000 0000000000000000000000000000000 + _ . Q : � DDC - 1 � � IOM - 1 � � � �— � N o000000000000000000000000000000 0000000000000000000000000000000 � NOTES : � 0 0 0 1 . Panel To Be UUKL Listed . o .M � 1 - 1 /2 " WIRE DUCT CV � . � � � . � R- 1 R-2 R-3 � Y Z V � � � � � 1 - 1 /2 " WI RE DUCT �o 0 o J HNSON CONTI� �S . ��vo �� SEP 11 �0�� A��u�� Q�or��c REVISION Drawing Title . INFORMATION NUMBER Stairwell 1 Pressurization w A�Q. REG�ST C O 11 t r0 I P a n e I ( C P — 4 0 2 ) REVISED PER THOMPSON IFESAFETY R IEW COMMENTS 07/29/09 EB ��<�' . :�Q.�GK � '�F`�.F9� DATE REFERENCE DRAWING NO REVISION — LOCATION ECN DATE BY V : Q p•� Q SALES ENGINEER PROJECT MANAGER APPLICATION ENGINEER DRAWN APPROVED � � 2 25 1 � Pro� ect Title• A DECRESCENZO R CUNNINGHAM E BOGATAJ EB DATE 12/29/08 BY DATE . , BRANCH INFORMATION • SOLARIS , s ; i CONTRACT NUMBER , � �� S�a�e 141 EAST MEADOW DRIVE %�� i; 10289 �WEST CENTENNIIAL RD . rvA� NONE .�j� , , 8P62 0003 �� i , ' ,; ,, LITTLETON CO 80127 VAIL, COLORADO 81657 - PHONE (303) 973-5930 DRAWING NUMBER FILE NAME �� FAX (303) 979- 6847 g 0 0 3 °� ■ 0 0 Electrician/Fitter Point Information Controller Information Panel Information Intermediate Device Field Device . Cable Ref System Controller Trunk Trunk Trunk Reference Cable Wiring Wiring Pomt Type Name Q �� Ct �� Expanded ID Details Type Nbr ?►ddr. Destination Termination Out Panel Panel Location Drawing Number /Tubing Termination In Device Termination Out Location �Tubing Termination In De �ice Location Shaaie Comment Ta g Bay/Te rm i na I p ' STAIR-1 FEC 26xx CP-402 Elec Room 423 M2 26 Power to ontro er STAIR-1 FEC 26xx MS/TP 1 4 CP-402 Elec Room 423 M2 26 BacNet FC Bus UI IN-1 STAIR-1 SPF1D-O SPF-1 Iso Damper Open FEC 26xx MS/TP 1 4 UI IN-1 IN1 , ICOM1 CP-402 Elec Room 423 M2 26 1 2/ 18 NO , COM RIBM2401D 24VAC/COM 2/ 18 See wiring detail Dry Contact F301 UI IN-2 STAIR-1 SPF1D-C SPF-1 Iso Damper Closed FEC 26xx MS/TP 1 4 UI IN-2 IN2 , ICOM2 CP-402 Elec Room 423 M2 26 2 2/ 18 See wiring detail Dry Contact F301 UI IN-3 STAIR-1 STR1 -DPG Stair 1 Diff Press Garden Le�el FEC 26xx MS/TP 1 4 UI IN-3 IN3, ICOM3 CP-402 Elec Room 423 M2 26 3 2/ 14 See wiring detail Current Input (Loop Pwr) F104 UI IN-4 STAIR-1 STR1 -DP1 Stair 1 Diff Press Le�el 1 FEC 26xx MS/TP 1 4 UI IN-4 IN4 , ICOM4 CP-402 Elec Room 423 M2 26 4 2/ 14 See wiring detail Current Input (Loop Pwr) F104 UI IN-5 STAIR-1 STR1 -DP2 Stair 1 Diff Press Le�el 2 FEC 26xx MS/TP 1 4 UI IN-5 IN5 , ICOM5 CP-402 Elec Room 423 M2 26 5 2/ 14 See wiring detail Current Input (Loop Pwr) F104 UI IN-6 STAIR-1 STR1 -DP3 Stair 1 Diff Press Le�el 3 FEC 26xx MS/TP 1 4 UI IN-6 IN6 , ICOM6 CP-402 Elec Room 423 M2 26 6 2/ 14 See wiring detail Current Input (Loop Pwr) F104 BI IN-7 STAIR-1 SPF1 -S SPF-1 Fan Status FEC 26xx MS/TP 1 4 BI IN-7 IN7, ICOM7 CP -402 Elec Room 423 M2 26 7 2/ 18 NO , COM RIBM2401 D 24VAC/COM 2/ 18 See wiring detail AFS-222 (NO) BI IN-8 STAIR-1 FEC 26xx MS/TP 1 4 BI IN-8 CP-402 Elec Room 423 M2 26 8 BO OUT-1 STAIR-1 FEC 26xx MS/TP 1 4 BO OUT-1 CP-402 Elec Room 423 M2 26 9 BO OUT-2 STAIR-1 FEC 26xx MS/TP 1 4 BO OUT-2 CP-402 Elec Room 423 M2 26 10 BO OUT 3 STAIR-1 FEC 26xx MS/TP 1 4 BO OUT 3 CP-402 Elec Room 423 M2 26 11 CO OUT-4 STAIR-1 FEC 26xx MS/TP 1 4 CO OUT-4 CP-402 Elec Room 423 M2 26 12 CO OUT 5 STAIR-1 FEC 26xx MS/TP 1 4 CO OUT-5 CP-402 Elec Room 423 M2 26 13 CO OUT 6 STAIR-1 FEC 26xx MS/TP 1 4 CO OUT-6 CP-402 Elec Room 423 M2 26 14 CO OUT-7 STAIR-1 FEC 26xx MS/TP 1 4 CO OUT 7 CP-402 Elec Room 423 M2 26 15 AO OUT-8 STAIR-1 SFP1 -O SPF-1 Fan VFD Output FEC 26xx MS/TP 1 4 AO OUT 8 OUT8 , OCOM8 CP-402 Elec Room 423 M2 26 16 2/ 18 See wiring detail VFD Speed (Voltage) F201 AO OUT-9 STAIR-1 FEC 26xx MS/TP 1 4 AO OUT-9 CP-402 Elec Room 423 M2 26 17 STAIR-1 IOM 4710 CP-402 Elec Room 423 M2 26 Power to Controller STAIR-1 IOM 4710 SA Bus 1 4 CP-402 Elec Room 423 M2 26 BacNet SA Bus UI IN-1 STAIR-1 STR1 -DP4 Stair 1 Diff Press Le�el 4 IOM 4710 SA Bus 1 4 UI IN-1 IN1 , ICOM1 CP-402 Elec Room 423 M2 26 18 2/ 14 See wiring detail Current Input (Loop Pwr) F104 UI IN-2 STAIR-1 IOM 4710 SA Bus 1 4 UI IN-2 CP -402 Elec Room 423 M2 26 19 UI IN-3 STAIR-1 IOM 4710 SA Bus 1 4 UI IN-3 CP-402 Elec Room 423 M2 26 20 UI IN-4 STAIR-1 IOM 4710 SA Bus 1 4 UI IN-4 CP-402 Elec Room 423 M2 26 21 UI IN-5 STAIR-1 IOM 4710 SA Bus 1 4 UI IN-5 CP-402 Elec Room 423 M2 26 22 UI IN-6 STAIR-1 IOM 4710 SA Bus 1 4 UI IN-6 CP-402 Elec Room 423 M2 26 23 BI IN-7 STAIR-1 IOM 4710 SA Bus 1 4 BI IN-7 CP-402 Elec Room 423 M2 26 24 BI IN-8 STAIR-1 IOM 4710 SA Bus 1 4 BI IN-8 CP-402 Elec Room 423 M2 26 25 BO OUT 1 STAIR-1 IOM 4710 SA Bus 1 4 BO OUT-1 CP-402 Elec Room 423 M2 26 26 BO OU"f-2 STAIR-1 IOM 4710 SA Bus 1 4 BO OUT-2 CP-402 Elec Room 423 M2 26 27 BO OUT-3 STAIR-1 IOM 4710 SA Bus 1 4 BO OUT-3 CP-402 Elec Room 423 M2 26 28 CO OUT-4 STAIR-1 IOM 4710 SA Bus 1 4 CO OUT-4 CP-402 Elec Room 423 M2 26 29 ' CO OUT 5 STAIR-1 IOM 4710 SA Bus 1 4 CO OUT 5 CP-402 Elec Room 423 M2 26 30 CO OUT 6 STAIR-1 IOM 4710 SA Bus 1 4 CO OUT 6 CP-402 Elec Room 423 M2 26 31 • CO OUT 7 STAIR-1 IOM 4710 SA Bus 1 4 CO OUT-7 CP-402 Elec Room 423 M2 26 32 AO OUT-8 STAIR-1 IOM 4710 SA Bus 1 4 AO OUT-8 CP-402 Elec Room 423 M2 26 33 AO OUT-9 STAIR-1 IOM 4710 SA Bus 1 4 AO OUT 9 CP-402 Elec Room 423 M2 26 34 DETAIL F104 CURRENT INPUT - QETAIL F201 ANALOG OUTPUT (VOLTAGE) DETAIL F301 BINARY INPUT (DRY CONTACT) EXTERNAL SOURCE (in Loop) MSTP BUS MOV- 1 WIRING DETAIL FIELD DEVICE FEC/IOM FIELD ^� _ IN# DEVICE FIELD DEVICE �� FEC/IOM FEC/IOM + ICOM# + OUT# ICOM# � �% � � OCOM# � r�s �� TB-24DC MOV-2 I N# i SUPPLY = MOV-2 DRY CONTACT MOV-2 i Earth Ground - (N O or N C as required) `°�" % + — , ��,�� _ Earth Ground Earth Ground �� , `- � iiiiiiiiari0a0a a�iai�r'iiiiia�i'iiaiii�aiiaia/ ////.///�O�l,/i.,i Control Panel CP-402 Locate In Elec Room 423 //�i/,'/i TB-24AC � �� 91 H N �� x 'T��z� �� tr M��3�� t� � 91 PS-1 ��a� ��; s�� '��r�y �e�c� �1�� s�s�w� ��f��, � i� � 91 24VAC H N G �� '�'j��/�'� - � 93 COM G _ 120 Vac From ��sa�� [� �� ti��s�'� ��f j . � Panel Field Veri /��- � ��"'��'�"""�. � � r � //////�/� • 93 H - Ckt Field Venfy i . ... �� , // 93 '�i�.:�:!:::iriiir��I�'///i/��,..�.; . H N ... . � . / � � ��; ,..„ DC-1 PS-2 ��:#��-�t��7!'�f��"-��'�' � F�;V �� 'dt;r��r�� H 24VAC H N G � 24VAC G COM I�� #� '�,e� -�s�€��.E� �� €.� , s��t� S�a��, ��s�l ��r. �ai�� .�x �h� ��d��`� �d�'-�� `� ��•3�ra��.. 24VDC "�� + + - ,/f ��{ 'F _ + iry��' Yy%{5 ��'YJL <f ^9�E 'HS %'1� �aE' YAW.'1 {SY ��y�d'i��"Y+i � � T � � � + _ SPF1 -S 24VAC 91 + ' R-1 Com 93 + - TB-24DC + _ STAIRWELL FAN SPF-1 VFD WIRING DETAIL FEC R-1 -1 IN� SAFTIES REMOTE A�RM 0-10 VDC Run Status � / ' �j § START/STOP INPUT �EPJI � 'U �JE� � � 0 SEP 11 ZDOg INCOM7 OO OO O O O O MOV-2 10 16 10 13 2 3 SPF1D-O '��1�'I� �O�Ore�I�� Earth Grourd (By Others) 24VAC 91 Com 93 R-2 16 REVISION Drawing Title : INFORMATION + _ NUMBER Stairwell 1 Pressurization �p REG�S P o i n t S c h e d u I e REVISED PER THOMPSON IFESAFETY R IEW COMMENTS 07/29/09 EB FEC R-2-1 O��GK D,j�••.�t�`9 DATE REFERENCE DRAWING NO REVISION - LOCATION ECN DATE BY OI N3 �pv�Q ��': a ,� S A L E S E N G I N E E R P R O J E C T M A N A G E R A P P L I C A T I O N E N G I N E E R DRAWN APPROVED INCOM3 : 2 41 A � TIME A DECRESCENZO R CUNNINGHAM E BOGATAJ BY DATE BY DATE � MOV-2 -fl P r o� e c t T i t l e • E B 1 2/2 9/O 8 � y � . BRANCH INFORMATION CONTRACT NUMBER Earth Ground — ' SOLARIS � � _ • � Sca le j%% � '' J O H N S O N C O N T R O L S, I N C • •• 141 EAST MEADOW DRIVE %� ;; 10289 WEST CENTENNIAL RD 8P62-0003 L NONE VAIL, COLORADO 81657 �� •" � P 0 E � (3 3) 9 8015 30 DRAWING NUMBER FILE NAME �"�� FAX �303� 979 - 6847 g003 �� 0 1 Sx� BILL OF MATERIALS • 24 . 00 Designation � Part Number Description = Panel Devices : DDC- 1 1 MS- FEU2610-OU CTRL 17 PT,W/ BASE , UL ENCLOSURE 1 PAN -ENC2436WDP 24X36X9 , PERF-SUB ,W/ DOOR, NEMA 1 , UL 50 � � IOM - 1 1 MS- IOU4710-OU 10 MOD 17PT, UL MOV-2 2 SMOKE-MOVKIT-0 KIT , MOV TRANSIENT PS- 1 , PS-2 2 PAN -PWRSP-U PANEL POWER SUPPLY 96VA � � 0 � � � � � 0 � � R- 1 1 RIBM24C 4" TRACK-MOUNT 15A SPDT 24VAC/DC _ _ � _ _ � R-2 , R-3 2 RIBM2401 DDPDT , 10A, HC=24 VAC/DC ,W/LED PS-2 �, � � TB-24AC PS- 1 �, 8 TB-24AC 1 TB-6MM- ENDCAP TERMINAL BLOCK CAP , 6MM , � DIN � � � m � „ � 6 TB-6MM-SINGLE TERMINAL BLOCK, 6MM , SING � � � Rail � � � TB-24DC 1 TB-6MM-ENDCAP TERMINAL BLOCK CAP, 6MM , 16 TB-6MM-SINGLE TERMINAL BLOCK, 6MM , SING 1 - 1 /2 " WIRE DUCT TB-24DC . : � * U o000000000000000000000000000000 0000000000000000000000000000000 + _ . Q + � � DDC - 1 � � IOM - 1 � � - � F— .� N o000000000000000000000000000000 0000000000000000000000000000000 � , NOTES : � 0 0 0 1 . Panel To Be UUKL Listed . o .M � - 1 - 1 /2 " WIRE DUCT CV � . � � � R- 1 . R-2 R-3 , � Y Z V � � � � � 1 - 1 /2 " WIRE DUCT �o - 0 o J HNSON CONTI� �S . ��o�� SEP 11 �00 ��u@�t �a�Ar� � REVISION Drawing Title : INFORMATION N�MBER Stairwell 2 Pressurization �P��•RD G�s�'� C O n t I" O I P a n e I ( C P — 7 0 2 ) REVISED PER THOMPSON IFESAFETY R IEW COMMENTS 07/29/09 EB O��Q�GK M�:�: 9� DATE REFERENCE DRAWING NO REVISION - LOCATION ECN DATE BY v :aQ. tn: a • SALES ENGINEER PROJECT MANAGER APPLICATION ENGINEER DRAWN APPROVED : assar IME A DECRESCENZO R CUNNINGHAM E BOGATAJ BY DATE BY DATE , -6 � Project Title : EB 12/29/08 ` _ � � BRANCH INFORMATION CONTRACT NUMBER � '� � , ' Scale SOLARIS �/.j i � JOHNSON CONTROLS, INC ' ONAI- �� NONE 141 EAST MEADOW DRIVE /� . ;!; 10289 WEST CENTENNIAL RD 8P62-0003 � � � � �� ,,, , LITTLETON , CO 80127 VAIL, COLORADO 81657 �� PHONE (303) 973 -5930 DRAWING NUMBER FI�E NAME �� FAX (303) 979 - 6847 9003 -3 . 00 Electrician/Fitter Point Information Controller Information Panel Information Intermediate Device Field Device . Cable Ref System Controller Trunk Trunk Trunk Reference Cable Wiring Wiring Point Type Name �� ct Name Expanded ID Details Type Nbr Addr. Destination Termination Out Panel Panel Location Drawing Number /Tubing Termination In Device Termination Out Location /Tubing Termination In Device Location Detail Comment Ta g Bay/Te rm i na I i ape STAIR-2 FEC 26xx CP-702 Elec Room 722 M2 38 Power to ontro er STAIR-2 FEC 26xx MS/TP 1 7 CP-702 Elec Room 722 M2 38 BacNet FC Bus UI IN-1 STAIR-2 SPF2D-O SPF-2 Iso Damper Open FEC 26xx MS/TP 1 7 UI IN-1 IN1 , ICOM1 CP-702 Elec Room 722 M2 38 1 2/ 18 NO , COM RIBM2401D 24VAC/COM 2/ 18 See wiring detail Dry Contact F301 UI IN-2 STAIR-2 SPF2D-C SPF-2 Iso Damper Closed FEC 26xx MS/TP 1 7 UI IN-2 IN2 , ICOM2 CP-702 Elec Room 722 M2 38 2 2/ 18 See wiring detail Dry Contact F301 UI IN-3 STAIR-2 STR2-DPG Stair 2 Diff Press Garden Level FEC 26xx MS/TP 1 7 UI IN-3 IN3 , ICOM3 CP -702 Elec Room 722 M2 38 3 2/ 14 See wiring detail Current Input (Loop Pwr) F104 UI IN-4 STAIR-2 STR2-DP1 Stair 2 Diff Press Lev�el 1 FEC 26xx MS/TP 1 7 UI IN-4 IN4, ICOM4 CP -702 Elec Room 722 M2 38 4 2/ 14 See wiring detail Current Input (Loop Pwr) F104 UI IN-5 STAIR-2 STR2-DP2 Stair 2 Diff Press Lev�el 2 FEC 26xx MS/TP 1 7 UI IN-5 IN5, ICOM5 CP-702 Elec Room 722 M2 38 5 2/ 14 See wiring detail Current Input (Loop Pwr) F104 UI IN-6 STAIR-2 STR2-DP3 Stair 2 Diff Press Lev�l 3 FEC 26xx MS/TP 1 7 UI IN-6 IN6 , ICOM6 CP-702 Elec Room 722 M2 38 6 2/ 14 See wiring detail Current Input (Loop Pwr) F104 BI IN-7 STAIR-2 SPF2-S SPF-2 Fan Status FEC 26xx MS/TP 1 7 BI IN-7 IN7 , ICOM7 CP-702 Elec Room 722 M2 38 7 2/ 18 NO , COM RIBM2401D 24VAC/COM 2/ 18 See wiring detail AFS -222 (NO) BI IN-8 STAIR-2 FEC 26xx MS/TP 1 7 BI IN-8 CP-702 Elec Room 722 M2 38 8 BO OUT-1 STAIR-2 FEC 26xx MS/TP 1 7 BO OUT 1 CP-702 Elec Room 722 M2 38 9 BO OUT-2 STAIR-2 FEC 26xx MS/TP 1 7 BO OUT 2 CP-702 Elec Room 722 M2 38 10 BO OUT-3 STAIR-2 FEC 26xx MS/TP 1 7 BO OUT-3 CP-702 Elec Room 722 M2 38 11 CO OUT-4 STAIR-2 FEC 26xx MS/TP 1 7 CO OUT-4 CP-702 Elec Room 722 M2 38 12 CO OUT 5 STAIR-2 FEC 26xx MS/TP 1 7 CO OUT 5 CP-702 Elec Room 722 M2 38 13 CO OUT 6 STAIR-2 FEC 26xx MS/TP 1 7 CO OUT 6 CP -702 Elec Room 722 M2 38 14 CO OUT 7 STAIR-2 FEC 26xx MS/TP 1 7 CO OUT 7 CP-702 Elec Room 722 M2 38 15 AO OUT-8 STAIR-2 SFP2-O SPF-2 Fan VFD Output FEC 26xx MS/TP 1 7 AO OUT-8 OUT8, OCOM8 CP-702 Elec Room 722 M2 38 16 2/ 18 See wiring detail VFD Speed (Voltage) F201 AO OUT 9 STAIR-2 FEC 26xx MS/TP 1 7 AO OUT 9 CP -702 Elec Room 722 M2 38 17 STAIR-2 IOM 4710 CP-702 Elec Room 722 M2 38 Power to ontro er STAIR-2 IOM 4710 SA Bus 1 4 CP-702 Elec Room 722 M2 38 BacNet SA Bus UI IN-1 STAIR-2 STR2-DP4 Stair 2 Diff Press Level 4 IOM 4710 SA Bus 1 4 UI IN-1 IN1 , ICOM1 CP-702 Elec Room 722 M2 38 18 2/ 14 See wiring detail Current Input (Loop Pwr) F104 UI IN-2 STAIR-2 STR2-DP5 Stair 2 Diff Press Le�l 5 IOM 4710 SA Bus 1 4 UI IN-2 IN2 , ICOM2 CP-702 Elec Room 722 M2 38 19 2/ 14 See wiring detail Current Input (Loop Pwr) F104 UI IN-3 STAIR-2 STR2-DP6 Stair 2 Diff Press Le�+el 6 IOM 4710 SA Bus 1 4 UI IN-3 IN3 , ICOM3 CP-702 Elec Room 722 M2 38 20 2/ 14 See wiring detail Current Input (Loop Pwr) F104 UI IN-4 STAIR-2 STR2-DP7 Stair 2 Diff Press Lev�el 7 IOM 4710 SA Bus 1 4 UI IN-4 IN4 , ICOM4 CP-702 Elec Room 722 M2 38 21 2/ 14 See wiring detail Current Input (Loop Pwr) F104 UI IN-5 STAIR-2 STR2-DP8 Stair 2 Diff Press Lev�el 8 IOM 4710 SA Bus 1 4 UI IN-5 IN5 , ICOM5 CP-702 Elec Room 722 M2 38 22 2/ 14 See wiring detail Current Input (Loop Pwr) F104 UI IN-6 STAIR-2 IOM 4710 SA Bus 1 4 UI IN-6 CP-702 Elec Room 722 M2 38 23 BI IN-7 STAIR-2 IOM 4710 SA Bus 1 4 BI IN-7 CP-702 Elec Room 722 M2 38 24 BI IN-8 STAIR-2 IOM 4710 SA Bus 1 4 BI IN-8 CP-702 Elec Room 722 M2 38 25 � BO OUT-1 STAIR-2 IOM 4710 SA Bus 1 4 BO OUT-1 CP-702 Elec Room 722 M2 38 26 BO OUT 2 STAIR-2 IOM 4710 SA Bus 1 4 BO OUT-2 CP-702 Elec Room 722 M2 38 27 BO OUT 3 STAIR-Z IOM 4710 SA Bus 1 4 BO OUT-3 CP-702 Elec Room 722 M2 38 28 CO OUT-4 STAIR-2 IOM 4710 SA Bus 1 4 CO OUT-4 CP-702 Elec Room 722 M2 38 29 CO OUT-5 STAIR-2 IOM 4710 SA Bus 1 4 CO OUT-5 CP -702 Elec Room 722 M2 38 30 CO OUT-6 STAIR-2 IOM 4710 SA Bus 1 4 CO OUT-6 CP-702 Elec Room 722 M2 38 31 ' CO OUT-7 STAIR-2 IOM 4710 SA Bus 1 4 CO OUT-7 CP-702 Elec Room 722 M2 38 32 AO OUT-8 STAIR-2 IOM 4710 SA Bus 1 4 AO OUT-8 CP-702 Elec Room 722 M2 38 33 AO OUT-9 STAIR-2 IOM 4710 SA Bus 1 4 AO OUT-9 CP-702 Elec Room 722 M2 38 34 DETAIL F104 CURRENT INPUT — DETAIL F201 ANALOG OUTPUT (VOLTAGE) DETAIL F301 BINARY INPUT (DRY CONTACT) EXTERNAL SOURCE (in Loop) • MSTP BUS MOV- 1 WIRING DETAIL FIELD DEVICE FEC/IOM FIELD � _ IN# DEVICE FIELD DEVICE �� FEC/IOM FEC/IOM + ICOM# + OUT# ICOM# � � '� �� -' �z; ,...� TB-24DC MOV-2 " OCOM# � � .�� IN# � SUPPLY — MOV-2 DRY CONTACT � + Earth Ground - (N O or N C as required) MOV-2 �� - i Earth Ground �� .�� ` i - Earth Ground �� ,� ,�� ' ,�, ia°aaaaiiaai iaiiiiiiiiiiiaiririiii�iaiiaiii% ++ i///�a�p,��i� Control Panel CP-702 Locate In Elec Room 722 ��//,,/// TB-24AC ��i 91 H N �a� �� 1�1.�� Y�� •,��, /�� 91 PS-1 (�� i��a�t��;��,' ;�, �i . 91 24VAC H N G r�3C'€ �t� � �s��zar� • , i 93 COM G _ 120 Vac From �:�s��# I�� nYt��4�; .� .: . � N - Panel Field Verify firi�'.::rira�rli��//,iiii�i.�,� � %•;'�.V/ii//i%//////./��i:. :::.. • 93 � H – Ckt Field Venfy i �� /////////// . 93 � �' � ��; H N :: t.�:. .,, % �� %'r �� „ DC-1 PS-2 ��-��!�.��'-��'� '4�s �+�'�i3�� 'et;�'rY�d� ,.. ,. H 24VAC H N G � 24VAC 1 G COM �� #� °�`�:e�vs��E� �� €�'�. '�'�t� y�s��, ra��# &��r �I3� �� h� ��3�� •�di��'�{ �i� -�� '�� <�a��.. 24VDC ' + + - + �' � "' '7/�$RI:� {YH.4l'A "L) �'9� Y>' �'4� ��!!� �A��> • y""6��5Y+4 • N! N � � T � T � + _ SPF2-S 24VAC 91 + ' R-1 Com 93 + - TB-24DC + _ STAIRWELL FAN SPF -2 VFD WIRING DETAIL FEC R-1 -1 IN7 SAFTIES REMOTE ALARM 0-10 VDC Run Status O START/STOP IN PUT INCOM7 �� MOV-2 10 16 10 13 O O 2 3 O O SEP 11 ZOG9 SPF2D-O Earth Grourd (By Others) — ��E�u�o� �o��r�� 24VAC 91 Com 93 R-2 16 REVISION Drawing Title. INFORMATION + - � p�00 REG/ NUMBER Stairwell 2 Pressurization 0�,••'�� K D ��'•sT(� P o � n t S c h e d u I e REVISED PER THOMPSON IFESAFETY R IEW COMMENTS 07/29/09 EB FEC R-2-1 ��P�G MF�:�9� REFERENCE DRAWING NO REVISION — LOCATION ECN DATE BY U � Q, � � p DATE O � N3 � �5 �, � SALES ENGINEER PROJECT MANAGER APPLICATION ENGINEER DRAWN APPROVED 1 INCOM3 � • • TIME A DECRESCENZO R CUNNINGHAM E BOGATAJ BY DATE BY DATE � MOV-2 : Project Title • EB 12/29/08 � •• � �+ �+ . y BRANCH INFORMATION CONTRACT NUMBER , Earth Ground — � � Scale `� O ��I `� jj� '� JOHNSON CONTROLS, INC - Na� 141 EAST MEADOW DRIVE �� ;� 10289 WEST CENTENNIAL RD 8P62-0003 NONE � � � �� % i '% �ITTLETON, CO 80127 VAIL, COLORADO 81657 � �' � PHONE (303) 973 -5930 DRAWING NUMBER ; , r. FILE NAME �� FAX �303� 979 - 6847 g003 °� � 0 � BILL OF MATERIALS + Designation � Part Number Description STAIRWELL PRESSURIZATION STAIRWELL PRESSURIZATION Field Devices : j STAIR 3 STAIR 4 DC* 2 B- 12 ENCLOSURE , 12x12 2 DCP- 1 . 5-W 1 . 5 AMP POWER SUPPLY SPF*-S 2 AFS -222 AIR FLOW SWITCH , 0 . 05- 12 "WC CP-804 � SPF3-S CP-805 � SPF4-S 4 FTG18A-600R REMOTE MTD PROBE TUBE KIT SPF3-DPR H � SPF4-DPR H L STR*- DP* 18 DPT2641 -001B-A PRESS SENS , DP , - 1 - 1 "WC , MA, 0 . 25 % (By Div16) SPF-3 (By Div16) gPF_2 36 RPS STAINLESS STEEL ROOM OA �A Panel Devices : " ° " ° MOV- 1 2 SMK- MOVKIT- MSTP KIT , MOV TRANSIENT VFD 16 VFD 16 � CP-804 > 480/30 CP-805 � CP-804 DC-3 480/30 � CP-805 DC-4 H �TR3-DP8 22 CP-804 Level8 H STR4-DP8 22 CP-805 Level8 Notes : �TR3-DP7 Level7 H STR4-DP7 Level7 1 . Locate Control Panel CP-804 In Electrical Room 821 . � 2 � CP-804 � 2 � CP-805 2 . Locate Control Panel CP-805 In Electrical Room 824 . 3 . Mount Differential Pressure Transducers in Metal Enclosure . " ;TR3-DP6 Level6 H STR4-DP6 Level 6 4 . Control Panels To Be Placed On Emer enc Power. 20 CP-804 20 CP-805 g y � � 5 . Reference Following Grid Coordinates For Stairwell locations . H �TR3-DP5 Level5 H STR4-DP5 Level5 StairwellCoordinates 19 CP-804 19 CP-805 S3 �- � 2 � H � H S4 D- 18 STR3-DP4 18 CP-804 Level4 STR4-DP4 18 CP-805 Level4 H STR3-DP3 Level3 H STR4-DP3 Level3 6 CP-804 6 CP-805 • H STR3-DP2 Level2 H STR4-DP2 Level2 5 CP-804 5 CP-805 , . H STR3-DP1 Level1 STR4-DP1 Level1 4 CP-804 4 CP-805 H :TR3-DPG Garage Garage 3 CP-804 Level STR4-DPG 3 CP-805 Level . Sequence of Operations : General : All set points referred to in the following sequences can be adjusted at the operator work station (OWS ) or at the local digital controller (DDC ) . If communication is lost to the DDC , default set points in the DDC are used for stand alone control . Stair Pressure Control : The fire alarm system will start and stop the stairwell pressurization fan . The outside air intake damper shall be controlled by the fire alarm system . When the pressurization fan is commanded on and the outside air intake damper is proven open , the fan shall be allowed to run . The DDC shall monitor the fan status . Once fan status is proven , the DDC shall control the pressurization fan VFD speed to maintain the differential pressure set point (0 . 15" wc) via the average of the stairwell differential pressure sensors . If the avera e stairwell differential pressure decreases below setpoint (0 . 15" wc) for 30 seconds , the DDC shall modulate the ��0 �� to maintain setpoint . SEP 1 I 2009 REVISION Drawing Title : . INFORMATION Q.P�� RE��S�. Staiwell 3 8c 4 Pressurization vO• ;'� � K D �jy (C�9 NUMBER G �'• REVISED PER THOMPSON IFESAFETY R IEW COMMENTS 07/29/09 EB CO �Q'P F�`:• t� � ' DATE REFERENCE DRAWING NO REVISION — LOCATION ECN DATE BY 'fl � a 25 � � • SALES ENGINEER PROJECT MANAGER APPLICATION ENGINEER DRAWN APPROVED . ' TIME A DECRESCENZO R CUNNINGHAM E BOGATAJ BY DATE BY DATE - Project Title ; EB 12/29/08 ' • „'Z � BRANCH INFORMATION CONTRACT NUMBER j INAI- � Scale SOLARIS �y� ,� ' JOHNSON CONTROLS , INC NONE 141 EAST MEADOW DRIVE �� , %; 10289 WEST CENTENNIAL RD 8P62'0003 VAIL, COLORADO 81657 �� /� --�`� PHONE � (303) 9 8015930 DRAWING NUMBER FILE NAME �� FAX (3D3) 979 - 6847 9004 � � � oo BILL OF MATERIALS ' 24 . 00 Designation � Part Number Description ` Panel Devices . DDC- 1 1 MS- FEU2610-OU CTRL 17 PT ,W/ BASE , UL ENCLOSURE 1 PAN-ENC2436WDP 24X36X9 , PERF-SUB ,W/ DOOR, NEMA 1 , UL 50 � � IOM -1 1 MS-IOU4710-OU 10 MOD 17PT, UL MOV-2 2 SMOKE-MOVKIT-0 KIT , MOV TRANSIENT PS- 1 , PS-2 2 PAN -PWRSP-U PANEL POWER SUPPLY 96VA � � 0 � � � � � 0 � � � R- 1 1 RIBM24C 4" TRACK-MOUNT 15A SPDT 24VAC/DC _ _ � _ _ � R-2 , R-3 2 RIBM2401 DDPDT, 10A, HC=24 VAC/DC ,W/LED PS_2 „�� TB -24AC PS- 'I , � TB-24AC 1 TB-6MM-ENDCAP TERMINAL BLOCK CAP , 6MM , DIN � w � � � m 6 TB-6MM-SINGLE TERMINAL BLOCK, 6MM , SING � � � � � Rail � � � TB-24DC 1 TB-6MM-ENDCAP TERMINAL BLOCK CAP , 6MM , 16 TB-6MM-SINGLE TERMINAL BLOCK, 6MM , SING 1 - 1 /2 " WIRE DUCT TB-24DC . : � ' U o000000000000000000000000000000 0000000000000000000000000000000 + _ . Q + : � DDC - 1 � � IOM - 1 � � � �— � N o000000000000000000000000000000 0000000000000000000000000000000 � NOTES : � 0 0 0 1 . Panel To Be UUKL Listed . 0 0 M � - 1 - 1 /2 " WIRE DUCT CV . � � � . � R- 1 R-2 R-3 � Y Z V � � �t I-" � 1 - 1 /2 " WIRE DU �T �o 0 o J HNSON CONTI� �S . ��o �� . SEP 11 �0 � �A�E��9� ��I�r �� REVI510N Drawing Title. INFORMATION PO� EG/s NUMBER Stairwell 3 Pressurization O� .......... T Q�GKD ,�j�� F�� COntrOl Panel ( CP - 804 ) REVISED PER THOMPSON IFESAFETY R IEW COMMENTS 07/29/09 EB V ; Q �.p; � DATE REFERENCE DRAWING NO REVISION - LOCATION ECN DATE BY S 41 S SALES ENGINEER PROJECT MANAGER APPLICAl10N ENGINEER DRAWN APPROVED • � � TIME Pro� ect Title A DECRESCENZO R CUNNINGHAM E BOGATAJ EB DATE 12/29/Og BY DATE ,Q,�' � • \� SOLARIS , BRANCH INFORMATION s b17 'f �', ; � C NTRACT NUMBER S SC01e NONE 141 EAST MEADOW DRIVE �� ;% LITT$E ONESC CEN80EN�I�L RD . �� 8P62 0003 VAIL, COLORADO 81657 � f� �" PHONE (303) 973 5930 DRAWING NUMBER FILE NAME �� FAX (303) 979- 6847 900 /� ��y ■ 00 �t L Electrician/Fitter Point Information Controller Information Panel Information intermediate Device Field Device . Cable Ref System Controller Trunk Trunk Trunk Reference Cable Wiring Wiring Point Type Name Q�'1 � ct Name F�cpanded ID Details Type Nbr 4ddr. Destination Termination Out Panel Panel Location Drawing Number /Tubing Termination In Device Termination Out Location �Tubing Termination In Device Location Detail Comment a Tag Bay/Terminal STAIR-3 FEC 26xx CP -804 Elec Room 821 M2 42 hape Power to Controller STAIR-3 FEC 26xx MS/TP 1 8 CP-804 Elec Room 821 M2 42 BacNet FC Bus UI IN-1 STAIR-3 SPF3D-O SPF-3 Iso Damper Open FEC 26xx MS/TP 1 8 UI IN-1 IN1 , ICOM1 CP-804 Elec Room 821 M2 42 1 2/ 18 NO , COM RIBM2401D 24VAC/COM 2/ 18 See wiring detail Dry Contact F301 UI IN-2 STAIR-3 SPF3D-C SPF-3 Iso Damper Closed FEC 26xx MS/TP 1 8 UI IN-2 IN2 , ICOM2 CP-804 Elec Room 821 M2 42 2 2/ 18 See wiring detail Dry Contact F301 UI IN-3 STAIR-3 STR3-DPG Stair 3 Diff Press Garden Le�el FEC 26xx MS/TP 1 8 UI IN-3 IN3 , ICOM3 CP-804 Elec Room 821 M2 42 3 2/ 14 See wiring detail Current Input (Loop Pwr) F104 UI IN-4 STAIR-3 STR3-DP1 Stair 3 Diff Press Le�el 1 FEC 26xx MS/TP 1 8 UI IN-4 IN4 , ICOM4 CP-804 Elec Room 821 M2 42 4 2/ 14 See wiring detail Current Input (Loop Pwr) F104 UI IN-5 STAIR-3 STR3-DP2 Stair 3 Diff Press Lev�el 2 FEC 26xx MS/TP 1 8 UI IN-5 IN5 , ICOM5 CP-804 Elec Room 821 M2 42 5 2/ 14 See wiring detail Current Input (Loop Pwr) F104 UI IN-6 STAIR-3 STR3-DP3 Stair 3 Diff Press Lev�el 3 FEC 26xx MS/TP 1 8 UI IN-6 IN6, ICOM6 CP-804 Elec Room 821 M2 42 6 2/ 14 See wiring detail Current Input (Loop Pwr) F104 BI IN-7 STAIR-3 SPF3-S SPF-3 Fan Status FEC 26xx MS/TP 1 8 BI IN-7 IN7, ICOM7 CP -804 Elec Room 821 M2 42 7 2/ 18 NO , COM RIBM2401D 24VAC/COM 2/ 18 See wiring detail AFS -222 (NO) BI IN-8 STAIR-3 FEC 26xx MS/TP 1 8 BI IN-8 CP-804 Elec Room 821 M2 42 8 BO OUT 1 STAIR-3 FEC 26xx MS/TP 1 8 BO OUT 1 CP-804 Elec Room 821 M2 42 9 BO OUT-2 STAIR-3 FEC 26xx MS/TP 1 8 BO OUT 2 CP-804 Elec Room 821 M2 42 10 BO OUT-3 STAIR-3 FEC 26xx MS/TP 1 8 BO OUT 3 CP-804 Elec Room 821 M2 42 11 CO OUT-4 STAIR-3 FEC 26xx MS/TP 1 8 CO OUT-4 CP-804 Elec Room 821 M2 42 12 CO OUT 5 STAIR-3 FEC 26xx MS/TP 1 8 CO OUT-5 CP-804 Elec Room 821 M2 42 13 CO OUT-6 STAIR-3 FEC 26xx MS/TP 1 8 CO OUT-6 CP -804 Elec Room 821 M2 42 14 CO OUT-7 STAIR-3 FEC 26xx MS/lP 1 8 CO OUT-7 CP-804 Elec Room 821 M2 42 15 AO OUT-8 STAIR-3 SFP3-O SPF-3 Fan VFD Output FEC 26xx MS/TP 1 8 AO OUT 8 OUT8, OCOM8 CP-804 Elec Room 821 M2 42 16 2/ 18 See wiring detail VFD Speed (Voltage) F201 AO OUT 9 STAIR-3 FEC 26xx MS/TP 1 8 AO OUT 9 CP-804 Elec Room 821 M2 42 17 STAIR-3 IOM 4710 CP -804 Elec Room 821 M2 42 Power to Controller STAIR-3 IOM 4710 SA Bus 1 4 CP-804 Elec Room 821 M2 42 BacNet SA Bus UI IN-1 STAIR-3 STR3-DP4 Stair 3 Dif� Press Le�+el 4 IOM 4710 SA Bus 1 4 UI IN-1 IN1 , ICOM1 CP-804 Elec Room 821 M2 42 18 2/ 14 See wiring detail Current Input (Loop Pwr) F104 UI IN-2 STAIR-3 STR3-DP5 Stair 3 Diff Press Level 5 IOM 4710 SA Bus 1 4 UI IN-2 IN2 , ICOM2 CP-804 Elec Room 821 M2 42 19 2/ 14 See wiring detail Current Input (Loop Pwr) F104 UI IN-3 STAIR-3 STR3-DP6 Stair 3 Diff Press Lev�el 6 IOM 4710 SA Bus 1 4 UI IN-3 IN3 , ICOM3 CP-804 Elec Room 821 M2 42 20 2/ 14 See wir� ng detail Current Input (Loop Pwr) F104 UI IN-4 STAIR-3 STR3-DP7 Stair 3 Diff Press Lev�el 7 IOM 4710 SA Bus 1 4 UI IN-4 IN4, ICOM4 CP-804 Elec Room 821 MZ 42 21 2/ 14 See wiring detail Current Input (Loop Pwr) F104 UI IN-5 STAIR-3 STR3-DP8 Stair 3 Diff Press Lev�el 8 IOM 4710 SA Bus 1 4 UI IN-5 IN5 , ICOM5 CP -804 Elec Room 821 M2 42 22 2/ 14 See wiring detail Current Input (Loop Pwr) F104 UI IN-6 STAIR-3 IOM 4710 SA Bus 1 4 UI IN-6 CP-804 Elec Room 821 M2 42 23 BI IN-7 STAIR-3 IOM 4710 SA Bus 1 4 BI IN-7 CP-804 Elec Room 821 M2 42 24 BI IN-8 STAIR-3 IOM 4710 SA Bus 1 4 BI IN-8 CP-804 Elec Room 821 M2 42 25 BO OUT-1 STAIR-3 IOM 4710 SA Bus 1 4 BO OUT 1 CP-804 Elec Room 821 M2 42 26 BO OUT-2 STAIR-3 IOM 4710 SA Bus 1 4 BO OUT 2 CP-804 Elec Room 821 M2 42 27 BO OUT 3 STAIR-3 IOM 4710 SA Bus 1 4 BO OUT-3 CP-804 Elec Room 821 M2 42 28 CO OUT-4 STAIR-3 IOM 4710 SA Bus 1 4 CO OUT-4 CP-804 Elec Room 821 M2 42 29 � CO OUT 5 STAIR-3 IOM 4710 SA Bus 1 4 CO OUT-5 CP-804 Elec Room 821 M2 42 30 CO OUT 6 STAIR-3 IOM 4710 SA Bus 1 4 CO OUT 6 CP-804 Elec Room 821 M2 42 31 ` CO OUT-7 STAIR-3 IOM 4710 SA Bus 1 4 CO OUT 7 CP-804 Elec Room 821 M2 42 32 AO OUT-8 STAIR-3 IOM 4710 SA Bus 1 4 AO OUT-8 CP-804 Elec Room 821 M2 42 33 AO OUT-9 STAIR-3 IOM 4710 SA Bus 1 4 AO OUT-9 CP-804 Elec Room 821 M2 42 34 DETAIL F104 cURRENT INPUT - DETAIL F201 ANALOG OUTPUT (VOLTAGE) DETAIL F301 BINARY INPUT (DRY CONTACT) EXTERNAL SOURCE (in Loop) MSTP BUS MOV- 1 WIRING DETAIL FIELD DEVICE FEC/IOM FIELD �� ,� � �,,,�� _ IN# DEVICE FIELD DEVICE FEC/IOM FEC/IOM ,; , �'` ��s �.� .f. ICOM# ICOM# � �` � �-� TB-24DC MOV-2 " OCOM# � t�. IN# POWER � SUPPLY — MOV-2 DRY CONTACT % + Earth Ground (N O or N C as required) MOV-2 � - i _ �� Earth Ground �r�� .�� ' Earth Ground �� ,� �� ; �; iaaaaiiaiiaiir aiaiiiaaiiaiiaia��aaiiiiii/ Control Panel CP-804 �f/////��'��'',,,� Locate In Elec Room 821 TB-24AC //�`�,� 91 H N ��a� �� t�t�� sr�� . ��,; �%�� k�a�z'��r� �: i 91 PS-1 �f . H N G � �i---, f��, � 91 24VAC rt�7C� �c� "�"1s��aar��:;,�., j.�> � 93 COM G _ 120 Vac From �� t� .��. nPt�Sr��i. ::.:; . % Panel Field Veri iai. iaia�ia��!�!��%��o � � N � / �. � � �////%//// ` 93 H — Ckt Field Ven i c% 93 � i;: ::i<: F��%��////�/�.Di��.::. H N � � � � ��-s s DC-1 PS-2 ��1��-�d��!��-��°� , ::, ��€� '�';�'st'�t� � ' H 24VAC H N G � 24VAC COM � � �� t� �",e� y�� a�i��, y��t� �a��, ��s�i t��z�z�� 1�� t��- �d��'��'-�� `�xa��. 24VDC + ��' + � f.>;-- y�� h�� .+� �� •��l� ��.. + - „ . + - + - + - + _ SPF3-S 24VAC 91 + Com 93 R-1 + - TB-24DC + _ STAIRWELL FAN SPF -3 VFD WIRING DETAIL FEC R-1 -1 IN7 SAFTIES REMOTE A�RM 0-10 VDC Run Status O START/STOP INPUT ��`�'I ��E � �ot° INCOM7 OO OO O O O O MOV-2 SPF3D-O 10 16 10 13 2 3 SEP 11 Z009 24VAC g � = Earth Growd (By Others) ��U�� dAC�� Com 93 R-2 16 REVISION Drawing Title • INFORMATION + _ NUMBER Stairwell 3 Pressurization �p RE�� P o � n t S c h e d u I e REVISED PER THOMPSON IFESAFETY R IEW COMMENTS 07/29/09 EB FEC R-2-1 QP.•••"p'•.`sT� REFERENCE DRAWING NO REVISION - LOCATION ECN DATE BY IN3 O�. �GK tij • . .Q DATE O �O ��Q ��•� �Q SALES ENGINEER PROJECT MANAGER APPLICATION ENGINEER DRAWN APPROVED � INCOM3 ;a � ' A DECRESCENZO R CUNNINGHAM E BOGATAJ BY DATE BY DATE MOV-2 � � 554 Pro� ect Title : EB 12/29/08 SOLARIS BRANCH INFORMATION r � � CONTRACT NUMBER = Earth Ground — . - /j �� . Scale �%j '` JOHNSON CONTROLS, INC — F r +� 10289 WEST CENTENNIAL RD 8P62'0003 C� NONE 141 EAST MEADOW DRIVE /� � � A� VAIL, COLORADO 81657 :�� ,,,�- LITfLETON , co $0 , 2� '��• PHONE (303) 973 -5930 DRAWING NUMBER FILE NAME �� FAX (303) 979 - 6847 g004 �� ■ O � BILL OF MATERIALS ' 24 . 00 Designation � Part Number Description = Panel Devices : DDC- 1 1 MS- FEU2610-OU CTRL 17 PT,W/ BASE , UL ENCLOSURE 1 PAN-ENC2436WDP 24X36X9 , PERF-SUB ,W/ DOOR, NEMA 1 , UL 50 n � IOM -1 1 MS- IOU4710-OU 10 MOD 17PT, UL U MOV-2 2 SMOKE-MOVKIT-0 KIT , MOV TRANSIENT PS- 1 , PS-2 2 PAN -PWRSP-U PANEL POWER SUPPLY 96VA � � 0 � � � � � 0 � � R-1 1 RIBM24C 4" TRACK-MOUNT 15A SPDT 24VAC/DC _ _ � = Z � R-2 , R-3 2 RIBM2401 DDPDT, 10A, HC=24 VAC/DC ,W/LED PS-2 ,�;�� TB-24AC PS- 1 , � TB-24AC 1 TB-6MM-ENDCAP TERMINAL BLOCK CAP , 6MM , � � DIN � � � mem � � 6 TB-6MM-SINGLE TERMINAL BLOCK, 6MM , SING � � � Rail � � � TB-24DC 1 TB-6MM- ENDCAP TERMINAL BLOCK CAP , 6MM , 16 TB-6MM-SINGLE TERMINAL BLOCK, 6MM , SING 1 - 1 /2 " WIRE DUCT TB-24DC F ♦ 1 ` * U o000000000000000000000000000000 0000000000000000000000000000000 + _ . Q . : � DDC- 1 � � IOM - 1 � � � �— � N o000000a0000000000000000000000a o000000000000000000000000000000 • � NOTES : � � o ❑ 0 1 . Panel To Be UUKL Listed . o �M � 1 - 1 /2 " WIRE DUCT CV � . � i � R- 1 . R-2 R-3 � Y Z V � � � d- F-- , � 1 - 1 /2 " WIRE DUCT �o 0 o J HNSON CONTI� LS . . �� , SEP 11 �� A�E��alt �r�@nr�d�-� REVISION Drawing Title INFORMATION - NUMBER Stairwell 4 Pressurization �p REG�S ` C o n t ro I P a n e I ( C P — 8 0 5 ) REVISED PER THOMPSON IFESAFETY R IEW COMMENTS 07/29 /09 EB PP .,,......,, O �:��,K � ib��•.��Q � DATE REFERENCE DRAWING NO REVISION — LOCATION ECN DATE BY Ov:�Q ��0 � SALES ENGINEER PROJECT MANAGER APPLICATION ENGINEER DRAWN APPROVED U J Q � 9 : A DECRESCENZO R CUNNINGHAM E BOGATAJ BY DATE gY DATE � ; �5 4'�� TiME Pro� ect Title : EB 12/29/08 'fl SOLARIS BRANCH INFORMATION 's ' � CONTRACT NUMBER .� Scale �%�� '� JOHNSON CONTROLS , INC i �s � f NONE 141 EAST MEADOW DRIVE %�� ; 10289 WEST CENTENNIAL RD 8P62�0003 �� VAIL, COLORADO 81657 �� .,' LITTLETON , co so � �� PHONE (303) 973 -5930 DRAWING NUMBER FILE NAME �� FAX (303) 979 -6847 g004 •d ■ o0 Electrician/Fitter Point Information Controller Information Panel Information Intermediate Device Field Device . Cable Ref System Controller Trunk Trunk frunk Reference Cable Wiring Wiring Point Type Name ��1ect N� me F�cpanded ID Details Type Nbr Addr. Destination Termination Out Panel Panel Location Drawing Number /Tubing Termination In Device Termination Out Location /Tubing Termination In device Location Detail Comment , Tag Bay/Terminal STAIR-4 FEC 26xx CP-805 Elec Room 824 M2 44 Shape Power to Controller STAIR-4 FEC 26xx MS/TP 2 5 CP -805 Elec Room 824 M2 44 BacNet us UI IN-1 STAIR-4 SPF4D-O SPF-4 Iso Damper Open FEC 26xx MS/TP 2 5 UI IN-1 IN1 , ICOM1 CP-805 Elec Room 824 M2 44 1 2/ 18 NO , COM RIBM2401D 24VAC/COM 2/ 18 See wiring detail Dry Contact F301 UI IN-2 STAIR-4 SPF4D-C SPF-4 Iso Damper Closed FEC 26xx MS/TP 2 5 UI IN-2 IN2 , ICOM2 CP-805 Elec Room 824 M2 44 2 2/ 18 See wiring detail Dry Contact F301 UI IN-3 STAIR-4 STR4-DPG Stair 4 Diff Press Garden Lev�el FEC 26xx MS/TP 2 5 UI IN-3 IN3 , ICOM3 CP-805 Elec Room 824 M2 44 3 2/ 14 See winng detail Current Input (Loop Pwr) F104 UI IN-4 STAIR-4 STR4-DP1 Stair 4 Diff Press Lev�el 1 FEC 26xx MS/TP 2 5 UI IN-4 IN4, ICOM4 CP-805 Elec Room 824 M2 44 4 2/ 14 See wiring detail Current Input (Loop Pwr) F104 UI IN-5 STAIR-4 STR4-DP2 Stair 4 Diff Press Level 2 FEC 26xx MS/TP 2 5 UI IN-5 IN5 , ICOM5 CP-805 Elec Room 824 M2 44 5 2/ 14 See wiring detail Current Input (Loop Pwr) F104 UI IN-6 STAIR-4 STR4-DP3 Stair 4 Diff Press Level 3 FEC 26xx MS/TP 2 5 UI IN-6 IN6 , ICOM6 CP-805 Elec Room 824 M2 44 6 2/ 14 See wiring detail Current Input (Loop Pwr) F104 BI IN-7 STAIR-4 SPF4-S SPF-4 Fan Status FEC 26xx MS/TP 2 5 BI IN-7 IN7 , ICOM7 CP-805 Elec Room 824 M2 44 7 2/ 18 NO , COM RIBM2401D 24VAC/COM 2/ 18 See wiring detail AFS -222 (NO) , BI IN-8 STAIR-4 FEC 26xx MS/TP 2 5 BI IN-8 CP-805 Elec Room 824 M2 44 8 BO OUT 1 STAIR-4 FEC 26xx MS/TP 2 5 BO OUT-1 CP-805 Elec Room 824 M2 44 9 BO OUT-2 STAIR-4 FEC 26xx MS/TP 2 5 BO OUT 2 CP -805 Elec Room 824 M2 44 10 BO OUT-3 STAIR-4 FEC 26xx MS/TP 2 5 BO OUT-3 CP-805 Elec Room 824 M2 44 11 CO OUT-4 STAIR-4 FEC 26xx MS/TP 2 5 CO OUT-4 CP-805 Elec Room 824 M2 44 12 CO OUT 5 STAIR-4 FEC 26xx MS/TP 2 5 CO OUT-5 CP-805 Elec Room 824 M2 44 13 CO OUT 6 STAIR-4 FEC 26xx MS/TP 2 5 CO OUT-6 CP-805 Elec Room 824 M2 44 14 CO OUT-7 STAIR-4 FEC 26xx MS/TP 2 5 CO OUT-7 CP-805 Elec Room 824 M2 44 15 AO OUT 8 STAIR-4 SFP4-O SPF-4 Fan VFD Output FEC 26xx MS/TP ' 2 5 AO OUT 8 OUT8, OCOM8 CP-805 Elec Room 824 M2 44 16 2/ 18 See wiring detail VFD Speed (Voltage) F201 AO OUT-9 STAIR-4 FEC 26xx MS/TP 2 5 AO OUT 9 CP-805 Elec Room 824 M2 44 17 STAIR-4 IOM 4710 CP-805 Elec Room 824 M2 44 Power to ontro er STAIR-4 IOM 4710 SA Bus 2 4 CP-805 Elec Room 824 M2 44 BacNet SA Bus UI IN-1 STAIR-4 STR4-DP4 Stair 4 Diff Press Lev�el 4 IOM 4710 SA Bus 2 4 UI IN-1 IN1 , ICOM1 CP-805 Elec Room 824 M2 44 18 2/ 14 See wiring detail Current Input (Loop Pwr) F104 UI IN-2 STAIR-4 STR4-DP5 Stair 4 Diff Press Lev�el 5 IOM 4710 SA Bus 2 4 UI IN-2 IN2 , ICOM2 CP-805 Elec Room 824 M2 44 19 2/ 14 See wiring detail Current Input (Loop Pwr) F104 UI IN-3 STAIR-4 STR4-DP6 Stair 4 Diff Press Lev�el 6 IOM 4710 SA Bus 2 4 UI IN-3 IN3 , ICOM3 CP-805 Elec Room 824 M2 44 20 2/ 14 See wiring detail Current Input (Loop Pwr) F104 UI IN-4 STAIR-4 STR4-DP7 Stair 4 Diff Press Lev�el 7 IOM 4710 SA Bus 2 4 UI IN-4 IN4 , ICOM4 CP-805 Elec Room 824 M2 44 21 2/ 14 See wiring detail Current Input (Loop Pwr) F104 UI IN-5 STAIR-4 STR4-DP8 Stair 4 Diff Press Lev�el 8 IOM 4710 SA Bus 2 4 UI IN-5 IN5, ICOM5 CP -805 Elec Room 824 M2 44 22 2/ 14 See wiring detail Current Input (Loop Pwr) F104 UI IN-6 STAIR-4 IOM 4710 SA Bus 2 4 UI IN-6 CP-805 Elec Room 824 M2 44 23 BI IN-7 STAIR-4 IOM 4710 SA Bus 2 4 BI IN-7 CP-805 Elec Room 824 M2 44 24 BI IN-8 STAIR-4 IOM 4710 SA Bus 2 4 BI IN-8 CP-805 Elec Room 824 M2 44 25 BO OUT 1 STAIR-4 IOM 4710 SA Bus 2 4 BO OUT 1 CP-805 Elec Room 824 M2 44 26 BO OUT-2 STAIR-4 IOM 4710 SA Bus 2 4 BO OUT-2 CP-805 Elec Room 824 M2 44 27 BO OUT 3 STAIR-4 IOM 4710 SA Bus 2 4 BO OUT-3 CP-805 Elec Room 824 M2 44 28 CO OUT-4 STAIR-4 IOM 4710 SA Bus 2 4 CO OUT-4 CP-805 Elec Room 824 M2 44 29 � CO OUT-5 STAIR-4 IOM 4710 SA Bus 2 4 CO OUT 5 CP-805 Elec Room 824 M2 44 30 CO OUT-6 STAIR-4 IOM 4710 SA Bus 2 4 CO OUT 6 CP-805 Elec Room 824 M2 44 31 ' CO OUT 7 STAIR-4 IOM 4710 SA Bus 2 4 CO OUT-7 CP-805 Elec Room 824 M2 44 32 AO OUT 8 STAIR-4 IOM 4710 SA Bus 2 4 AO OUT-8 CP-805 Elec Room 824 M2 44 33 AO OUT 9 STAIR-4 IOM 4710 SA Bus 2 4 AO OUT-9 CP-805 Elec Room 824 MZ 44 34 DETAIL F104 CURRENT INPUT - DETAIL F201 ANALOG OUTPUT (VOLTAGE) DETAIL F301 BINARY INPUT (DRY CONTACT) EXTERNAL SOURCE (in Loop) MSTP BUS MOV- 1 WIRING DETAIL FIELD DEVICE FEC/IOM FIELD �� .� � �.,� � � _ IN# DEVICE FIELD DEVICE FEC/IOM FEC/IOM , . .E. ICOM# + OUT# ICOM# � ��/ �./ ��( F+Jj �l � S�2{ w'3 TB-24DC MOV-2 � OCOM# / � a:�: IN# � SUPPLY = MOV-2 DRY CONTACT � + Earth Ground - (N O or N C as required) MOV-2 �� ,. � i Earth Ground �� .�� - Earth Ground � > � � �� , iaaiiiiiiiiiiai!i aiaaaiaaiaiiaiiaiiaiaia�� i//%irii�,,l��, Control Panel CP-805 Locate In Elec Room 824 '////'�°'%. TB-24AC 91 H N �n1 yL' S��j�, t r� �} �,y�) {. ��[ {� y�¢ y��,�., �� A�}. "✓T4��y 3!�a ;i��'�'M1t�"L' ��.� {.{'f�'W� y3a!� ,ci% in'f��G�S� : � 91 PS-1 �� 'f��a��a�;< /i • 91 24VAC H N G 93 COM G _ 120 Vac From ��[� ��. tti#c��€.��'� l�°��f j Panel Field Veri /i�� i�i/�ii�aia.i�i��,�.,, ,r � N - �y / ��' , � : ' 93 H - Ckt Field Venfy i ..% . %�/I%/�/ 93 � i/.,•. . ... i�.. "�;•%/////%%/%%/ H N � � / � ��L DC-1 PS-2 �� E� �-�1��'-��°� ,i'"��, � �i�?+ '�''"��z�€� . s H 24VAC H N G � 24VAC G COM t�� ";r�v�� +� �� %�� f�. S�k.it� �€�a��, ��1 ��ar�� xtz� ,.� �f�� A�'�3�� '�-#�� ra��,, 24VDC " �� + + - + - ��„ .i ":Y�S9RI�N;�W� �C3 �`v� �S%'Ya ��i"HAW.�, {Sl 'f{iA �NY�"i°^ T � � � � � + _ SPF4-S � 24VAC 91 + Com 93 R-1 + - TB-24DC + _ STAIRWELL FAN SPF -4 VFD WIRING DETAIL FEC R-1 -1 IN7 SAFTIES REMOTE ALARM 0-10 VDC Run Status O START/STOP IN PUT tl � � Cel � �lV ��.J � I INCOM7 OO OO O O O � MOV-2 10 16 10 13 2 3 SPF4D-O SEP 11 ��09 Earth Grouod (By Others) �� i�� 24VAC 91 ��Q�� Com 93 R-2 16 REVISION Drawing Title • INFORMATION + . PPpO REG,ST NUMBER Stairwell 4 Pressurization O ; KD •, C<` POlrlt Schedule REVISED PER THOMPSON IFESAFETY R IEW COMMENTS 07/29/09 EB FEC R-2-1 v ; �G M� . 9 U .QQ �m' p DATE REFERENCE DRAWING NO REVISION — LOCATION ECN DATE BY O1 IN3 � a 25541 � � � SALES ENGINEER PROJECT MANAGER APPLICATION ENGINEER DRAWN APPROVED 'fl ' A DECRESCENZO R CUNNINGHAM E BOGATAJ BY DATE BY DA7E � INCOM3 MOV-2 p "" E Pro� ect Title• EB 12/2s/o8 .� . . ;, , BRANCH INFORMATION �S • SOLARIS % � CONTRACT NUMBER s `� S�a1e NONE 141 EAST MEADOW DRIVE j% � , JOHNSON CONTROLS, � Nc � Earth Ground — L — �� ? 10289 WEST CENTENNIAL RD 8P62'0003 VAIL, COLORADO 81657 �� . �r� LITTLETON co 8o , z� ' .... '� PHONE (303) 973-5930 DRAWING NUMBER FILE NAME �� s� �� FAX �303� 979 -6847 g004 �� 0 1 _ _ ----- - - -- — - -- -° --- -- -- - __.__ _ _ _ __ - - — -- -__ _.__ � _ , � . BILL OF MATERIALS Designation Q�t i Part Number Description i Field Devices : DC* 2 B- 12 ENCLOSURE , 12x12 2 DCP- 1 . 5-W 1 . 5 AMP POWER SUPPLY STAIRWELL PRESSURIZATION STAIRWELL PRESSURIZATION SPF*-S 2 AFS -222 AIR FLOW SWITCH , 0 . 05- 12"WC STAIR 5 STAIR 6 4 FTG18A-600R REMOTE MTD PROBE TUBE KIT STR*- DP* 14 DPT2641 -001B-A PRESS SENS , DP , - 1 - 1 "WC , MA, 0 . 25 % 28 RPS STAINLESS STEEL ROOM CP-703 2 SPF5-S CP-601 2 SPF6-S SPF5-DPR H L SPF6-DPR H L Panel Devices : (By Div16) SPF-1 (By Div16) SPF-6 MOV- 1 2 SMK- MOVKIT- MSTP KIT , MOV TRANSIENT OA OA NO N � VFD 16 VFD 16 � CP-703 { CP-601 o CP-703 DC-5 480/3ID > 480/3f7� � � CP-601 DC-6 Notes : 1 . Locate Control Panel CP-703 In Electrical Room 727 . H STR6-DP6 2o CP-601 Level6 2 . Locate Control Panel CP-601 In Electrical Room 623 . � � 3 . Mount Differential Pressure Transducers in Metal Enclosure . Level 7 STR5-DP4 CP-703 2 � _ " STR6-DP5 Level5 4 . Control Panels To Be Placed On Emergency Power. 19 CP-601 5 . Reference Following Grid Coordinates For Stairwell locations . L �Level 6 STR5-DP3 StairwellCoordinates CP-703 20 H STR6-DP4 18 CP-601 Level4 Srj M -23 � S6 T-4 Level5 CP-703 19 STR5-DP2 H STR6-DP3 6 CP-601 Level3 L Level4 CP-703 18 STR5-DP4 H STR6-DP2 5 CP-601 Level2 � L Level3 CP-703 6 STR5-DP3 H STR6-DP1 4 CP-601 Level1 , L Level 2 STR5-DP2 CP-703 5 L Level1 CP-703 4 STR5-DP1 Garage � Level CP-703 3 STRS-DPG . Sequence of Operations : General : All set points referred to in the following sequences can be adjusted at the operator work station (OWS ) or at the local digital controller ( DDC) . If communication is lost to the DDC , default set points in the DDC are used for stand alone control . Stair Pressure Control : The fire alarm system will start and stop the stairwell pressurization fan . The outside air intake damper shall be controlled by the fire alarm system . When the pressurization fan is commanded on and the outside air intake damper is proven open , the fan shall be allowed to run . The DDC shall monitor the fan status . Once fan status is proven , the DDC shall control the pressurization fan VFD speed to maintain the differential pressure set point (0 . 15 " wc) via the average of the stairwell differential pressure sensors . If the average stairwell differential pressure decreases below setpoint (0 . 15" wc) for 30 seconds , the DDC shall modulate the ��6�� y to maintain setpoint. SEP 11 200� REVISION Drawing Trfle : ` INFORMATION 0o RE�� NUMBER Staiwell 5 8c 6 Pressurization O��GK D,yS�t�9 REVISED PER THOMPSON IFESAFETY R IEW COMMENTS 07/29/09 EB O ; �Q F<-�: tn DATE REFERENCE DRAWING NO REVISION — LOCATION ECN DATE BY U : Q' t� : � : a 9 ' SALES ENGINEER PROJECT MANAGER APPLICATION ENGINEER DRAWN APPROVED 2 • � ' • TIME A DECRESCENZO R CUNNINGHAM E BOGATAJ BY DATE gY DATE � � Project Title EB 12/29/08 tC � �• SOLARIS , , - BRANCH INFORMATION CONTRACT NUMBER i " A`� Scale 141 EAST MEADOW DRIVE �� , �� 10289 �WEST CENTENNIAL RD • NONE , , 8P62 0003 VAIL, COLORADO 81657 .�� :' LITTLETON , co 80 , �� • �, ' PHONE (303) 973 -5930 DRAWING NUMBER FILE NAME �� FAX �303� 979 -6847 g005 � � ■ oo , __ _ _� _ __. __ "-- - - - - _ _-_- �_ ____._ � BILL OF MATERIALS • 24 . 00 Designation � Part Number Description = Panel Devices : ' DDC- 1 1 MS- FEU2610-OU CTRL 17 PT,W/ BASE , UL ENCLOSURE 1 PAN -ENC2436WDP 24X36X9 , PERF-SUB ,W/ DOOR, NEMA 1 , UL 50 f� � IOM -1 1 MS-IOU4710-OU 10 MOD 17PT, UL �J MOV-2 2 SMOKE-MOVKIT-0 KIT , MOV TRANSIENT PS- 1 , PS-2 2 PAN -PWRSP-U PANEL POWER SUPPLY 96VA � � 0 � � � � � 0 � � � R- 1 1 RIBM24C 4" TRACK-MOUNT 15A SPDT 24VAC/DC _ _ � _ _ � R-2 , R-3 2 RIBM2401 DDPDT , 10A, HC=24 VAC/DC ,W/LED TB -24AC TB-24AC 1 TB-6MM-ENDCAP TERMINAL BLOCK CAP , 6MM , PS-Z ,�^�, � � PS- 1 ,µ�, � 6 TB-6MM-SINGLE TERMINAL BLOCK, 6MM , SWG DIN � � � m � , � � � � Rail � � � TB-24DC 1 TB-6MM-ENDCAP TERMINAL BLOCK CAP , 6MM , 16 TB-6MM-SINGLE TERMINAL BLOCK, 6MM , SING 1 - 1 /2 " WIRE DUCT TB-24DC . : � ' U o000000000000000000000000000000 0000000000000000000000000000000 + _ , . Q ♦ : � DDC - 1 � � IOM - 1 � � � �— � N o00000000000000000000000000000a o000000000000000000000000000000 U � NOTES : 0 0 0 � 1 . Panel To Be UUKL Listed . o OM � - 1 - 1 /2 " WIRE DU �T CV � . � � � R- 1 , R-2 R-3 � Y Z V � � � � . � 1 - 1 /2 " WIRE DUCT �o 0 o J HNSON CONTI� �S � � , �� v�� SE� 11 2009 ��I� ��r�� REVISION Drawing Title : INFORMATION ,, p. p REG NUMBER Stairwell 5 Pressurization `<`' �''��''/.ST�t` C 0 n t f" O I P a n e I ( C P — 7 0 3 ) REVISED PER THOMPSON IFESAFETY R IEW COMMENTS 07/29/09 EB KD . O��Q�G M�.f.� �� DATE REFERENCE DRAWING NO REVISION - LOCATION ECN DATE BY U � 25 � � • SALES ENGINEER PROJECT MANAGER APPLICATION ENGINEER DRAWN APPROVED � �O � TIME A DECRESCENZO R CUNNINGHAM E BOGATAJ BY DATE BY DATE Project Title : EB 12/29/08 . S . , BRANCH INFORMATION �` . SOLARIS �� CONTRACT NUMBER � Scale !�f �. JOHNSON CONTROLS , INC NA 141 EAST MEADOW DRIVE i� ; ; 10289 WEST CENTENNIAL RD 8P62-0003 NONE �� : ��,% LITTLETON CO 80127 VAIL, COLORADO 81657 - PHONE (303) 973 -5930 DRAWING NUMBER - FILE NAME �� FAX (303) 979 - 6847 9005 -2 . 00 Electrician/Fitter Point Information Controller Infornation Panel Information Intermediate Device Field Device � Cable Ref System Controller Trunk Trunk Trunk Reference Cable Wiring Wiring Point Type Name �� ct Name Expanded ID Details Type Nbr 4ddr. Destination Termination Out Panel Panel Location Drawing Number /Tubing Termination In Device Termination Out Location /Tubing Termination In Device Location Shaaie Comment , Ta g Bay/Te rm i na l p STAIR-5 FEC 26xx CP-703 Elec Room 727 M2 40 Power to Contro er STAIR-5 FEC 26xx MS/TP 2 4 CP -703 Elec Room 727 M2 40 BacNet FC Bus UI IN-1 STAIR-5 SPF5D-O SPF-5 Iso Damper Open FEC 26xx MS/TP 2 4 UI IN-1 IN1 , ICOM1 CP-703 Elec Room 727 M2 40 1 2/ 18 NO , COM RIBM2401D 24VAC/COM 2/ 18 See wiring detail Dry Contact F301 UI IN-2 STAIR-5 SPF5D-C SPF-5 Iso Damper Closed FEC 26xx MS/TP 2 4 UI IN-2 IN2 , ICOM2 CP-703 Elec Room 727 M2 40 2 2/ 18 See wiring detail Dry Contact F301 UI IN-3 STAIR-5 STR5-DPG Stair 5 Diff Press Garden Lev�el FEC 26xx MS/TP 2 4 UI IN-3 IN3, ICOM3 CP-703 Elec Room 727 M2 40 3 2/ 14 See wiring detail Current Input (Loop Pwr) F104 UI IN-4 STAIR-5 STR5-DP1 Stair 5 Diff Press Level 1 FEC 26xx MS/TP 2 4 UI IN-4 IN4 , ICOM4 CP-703 Elec Room 727 M2 40 4 2/ 14 See wiring detail Current Input (Loop Pwr) F104 UI IN-5 STAIR-5 STR5-DP2 Stair 5 Diff Press Lev�el 2 FEC 26xx MS/TP 2 4 UI IN-5 IN5 , ICOM5 CP-703 Elec Room 727 M2 40 5 2/ 14 See wiring detail Current Input (Loop Pwr) F104 UI IN-6 STAIR-5 STR5-DP3 Stair 5 Diff Press Lev�l 3 FEC 26xx MS/TP 2 4 UI IN-6 IN6 , ICOM6 CP-703 Elec Room 727 M2 40 6 2/ 14 See wiring detail Current Input (Loop Pwr) F104 BI IN-7 STAIR-5 SPF5-S SPF-5 Fan Status FEC 26xx MS/TP 2 4 BI IN-7 IN7, ICOM7 CP-703 Elec Room 727 M2 40 7 2/ 18 NO, COM RIBM2401D 24VAC/COM 2/18 See wiring detail AFS-222 (NO) BI IN-8 STAIR-5 FEC 26xx MS/TP 2 4 BI IN-8 CP-703 Elec Room 727 M2 40 8 BO OUT 1 STAIR-5 FEC 26xx MS/TP 2 4 BO OUT-1 CP-703 Elec Room 727 M2 40 9 BO OUT-2 STAIR-5 FEC 26xx MS/TP 2 4 BO OUT-2 CP-703 Elec Room 727 M2 40 10 BO OUT-3 STAIR-5 FEC 26xx MS/TP 2 4 BO �UT-3 CP-703 Elec Room 727 M2 40 11 CO OUT-4 STAIR-5 FEC 26xx MS/TP 2 4 CO OUT-4 CP-703 Elec Room 727 M2 40 12 CO OUT-5 STAIR-5 FEC 26xx MS/TP 2 4 CO OUT-5 CP-703 Elec Room 727 M2 40 13 CO OUT-6 STAIR-5 FEC 26xx MS/TP 2 4 CO OUT 6 CP-703 Elec Room 727 M2 40 14 CO OUT 7 STAIR-5 FEC 26xx MS/TP 2 4 CO OUT 7 CP-703 Elec Room 727 M2 40 15 AO OUT 8 STAIR-5 SFP5-O SPF-5 Fan VFD Output FEC 26xx MS/TP 2 4 AO OUT 8 OUT8, OCOM8 CP-703 Elec Room 727 M2 40 16 2/ 18 See wiring detail VFD Speed (Voltage) F201 AO OUT-9 STAIR-5 FEC 26xx MS/TP 2 4 AO OUT-9 CP-703 Elec Room 727 M2 40 17 STAIR-5 IOM 4710 CP-703 Elec Room 727 M2 40 Power to Controller STAIR-5 IOM 4710 SA Bus 2 4 CP-703 Elec Room 727 M2 40 BacNet SA Bus UI IN-1 STAIR-5 STR5-DP4 Stair 5 Diff Press Lev�el 4 IOM 4710 SA Bus 2 4 UI IN-1 IN1 , ICOM1 CP-703 Elec Room 727 M2 40 18 2/ 14 See wiring detail Current Input (Loop Pwr) F104 UI IN-2 STAIR-5 STR5-DP5 Stair 5 Diff Press Lev�el 5 IOM 4710 SA Bus 2 4 UI IN-2 IN2 , ICOM2 CP-703 Elec Room 727 M2 40 19 2/ 14 See wiring detail Current Input (Loop Pwr) F104 UI IN-3 STAIR-5 STRS-DP6 Stair 5 Diff Press Lev�el 6 IOM 4710 SA Bus 2 4 UI IN-3 IN3 , ICOM3 CP-703 Elec Room 727 M2 40 20 2/ 14 See wiring detail Current Input (Loop Pwr) F104 UI IN-4 STAIR-5 STR5-DP7 Stair 5 Diff Press Lev�el 7 IOM 4710 SA Bus 2 4 UI IN-4 IN4 , ICOM4 CP-703 Elec Room 727 M2 40 21 2/ 14 See wiring detail Current Input (Loop Pwr) F104 UI IN-5 STAIR-5 IOM 4710 SA Bus 2 4 UI IN-5 CP-703 Elec Room 727 M2 40 22 UI IN-6 STAIR-5 IOM 4710 SA Bus 2 4 UI IN-6 CP -703 Elec Room 727 M2 40 23 BI IN-7 STAIR-5 IOM 4710 SA Bus 2 4 BI IN-7 CP-703 Elec Room 727 M2 40 24 BI IN-8 STAIR-5 IOM 4710 SA Bus 2 4 BI IN-8 CP-703 Elec Room 727 M2 40 25 BO OUT-1 STAIR-5 IOM 4710 SA Bus 2 4 BO OUT 1 CP-703 Elec Room 727 M2 40 26 BO OUT 2 STAIR-5 IOM 4710 SA Bus 2 4 BO OUT 2 CP-703 Elec Room 727 M2 40 27 BO OUT-3 STAIR-5 IOM 4710 SA Bus 2 4 BO OUT-3 CP-703 Elec Room 727 M2 40 28 CO OUT-4 STAIR-5 IOM 4710 SA Bus 2 4 CO OUT-4 CP -703 Elec Room 727 M2 40 29 � CO OUT-5 STAIR-5 IOM 4710 SA Bus 2 4 CO OUT-5 CP-703 Elec Room 727 M2 40 30 CO OUT-6 STAIR-5 IOM 4710 SA Bus 2 4 CO OUT-6 CP-703 Elec Room 727 M2 40 31 � CO OUT-7 STAIR-5 IOM 4710 SA Bus 2 4 CO OUT 7 CP-703 Elec Room 727 M2 40 32 AO OUT 8 STAIR-5 IOM 4710 SA Bus 2 4 AO OUT-8 CP-703 Elec Room 727 M2 40 33 AO OUT 9 STAIR-5 IOM 4710 SA Bus 2 4 AO OUT-9 CP -703 Elec Room 727 M2 40 34 DETAIL F104 ctJ�NT INPUT - DETAIL F201 ANALOG OUTPUT (VOLTAGE) DETAIL F301 BINARY INPUT (DRY CONTACT) EXTERNAL SOURCE (in Loop) MSTP BUS MOV- 1 WIRING DETAIL FIELD DEVICE FEC/IOM FIELD _ IN# DEVICE FIELD DEVICE �� FEC/IOM FEC/IOM ICOM# + OUT# � + ICOM# � %� � � A TB-24DC MOV-2 " OCOM# ' a�# � I N# " "� i POWER ' � SUPPLY — MOV-2 DRY CONTACT i (N O or N C as required) MOV-2 � � � + Earth Ground _ � �� Earth Ground �� .�� i - Earth Ground • � � � �� l� ia°aaaaa�iai iaiiaiirairiraiiiaiiiiii�iaii% � � �, i��a�o��,i,,f� Control Panel CP-703 Locate In Elec Room 727 /��i'/'J TB-24AC % 91 H N �?��.�a � T��a=�� M�z.��x� �� i ��a� ��r�,, s�++�� Y��r�k ��P� t�l�� s�� . % � 91 24VAC PS-�H N G F�� '��'��#��.�,.,,> f%`'; //j r��'� �� 3a� �� ;.� < ,�; i 93 COM G _ 120 Vac From ��3E� �� tti��+r€�:" .`:�� Panel Field Veri �i�� aia�i'ii�'��"!!'%�o, � , � N - � '�� i r///////// � i�;:;✓':'�a��//////1�/�/./'•.';�"'. 93 H - Ckt Field Venfy � ! 93 /// �� ; H N .. . . � . � .,. PS-2 DC-1 �P��3€� �-��r��€��'-��'� ��,, ��€�i 'fil`z�a'��} ,. H 24VAC H N G : � 24VAC G COM . .{ �� $�� °�;r�v�€�� a6�, f��%E�� as��r �� 4��r �z�� I�� t��:-�d��'� �#�'-��'�� z��r��.. 24VDC + "�� + - + - ��,,. ; ; . .. �� "��'d� ��'��.�¢a�� + - + - + - + _ SPF5-S 24VAC 91 + ' R-1 Com 93 + - TB-24DC + _ STAIRWELL FAN SPF -5 VFD WIRING DETAIL FEC R-1 -1 1N7 SAFTIES REMOTE ALARM 0-10 VDC Run Status O START/STOP INPUT � Q � j� � �y �� C7 � � VV �� Q � INCOM7 10 16 10 13 O O 2 3 O O SEP 11 �p�g MOV-2 SPF5D-O _ Earth Grou�d (By Others) 24VAC 91 ��u�l� �c��nr�ti�t Com 93 R�2 16 REVISION Drawing Title : INFORMATION + _ N� MBER Stairwell 5 Pressurization P�O . REG�ST REVISED PER THOMPSON IFESAFETY R IEW COMMENTS 07/29/09 EB Point Schedule FEC R-2-1 �OQ;Q�GK � MF�.�'A� DATE REFERENCE DRAWING NO REVISION - LOCATION ECN DATE BY O IN3 �O ;a c�': � INCOM3 . E SALES ENGINEER PROJECT MANAGER APPLICAl10N ENGINEER DRAWN APPROVED ; 5 � A DECRESCENZO R CUNNINGHAM E BOGATAJ BY DATE BY DATE MOV-2 -a � Pro� ect Title • EB 12/29/08 9 BRANCH INFORMATION ., SOLARIS ��. ;, CONTRACT NUMBER = Earth Ground _ �S'S� „ .� sc��e 141 EAST MEADOW DRIVE %/y �i; 10289 �WES� CEN�TL NNIAL RD . 1, NONE /�/ i % LITTLETON, CO 80127 8P62 0003 VAIL, COLORADO 81657 �� ry'` PHONE (303) 973 -5930 DRAWING NUMBER FILE NAME �� FAX (303) 979- 6847 900e �2 ■ o � d - -- - - � - - - � � ___ - - . „ � _ __ _ BILL OF MATERIALS • 24 . 00 . . • � Designation � Part Number Descript � on - Panel Devices . DDC- 1 1 MS- FEU2610-OU CTRL 17 PT,W/ BASE , UL ENCLOSURE 1 PAN-ENC2436WDP 24X36X9 , PERF-SUB ,W/ DOOR, NEMA 1 , UL 50 f� � IOM- 1 1 MS-IOU4710-OU 10 MOD 17PT, UL U MOV-2 2 SMOKE-MOVKIT-0 KIT, MOV TRANSIENT PS- 1 , PS-2 2 PAN-PWRSP-U PANEL POWER SUPPLY 96VA � � � 0 � � � � 0 � � � R- 1 1 RIBM24C 4" TRACK-MOUNT 15A SPDT 24VAC/DC = Z � _ = o R-2 , R-3 2 RIBM2401 DDPDT , 10A, HC=24 VAC/DC ,WlLED PS_2 �,�, � � TB-24AC PS- 1 „�n � TB-24AC 1 TB-6MM-ENDCAP TERMINAL BLOCK CAP , 6MM , �� DIN 6 TB-6MM-SINGLE TERMINAL BLOCK, 6MM , SING � � � m � � � � � R II � � � , TB-24DC 1 TB-6MM-ENDCAP TERMINAL BLOCK CAP , 6MM , 16 TB-6MM-SINGLE TERMINAL BLOCK, 6MM , SING 1 - 1 /2 " WIRE DUCT TB-24DC . : � * U o000000000000000000000000000000 0000000000000000000000000000000 + _ . Q + : � DDC - 1 � � IOM - 1 � � � � � N o000000000000000000000000000000 0000000000000000000000000000000 c� � NOTES : 0 0 0 � 1 . Panel To Be UUKL Listed . , o . M � � - 1 - 1 /2 " WIRE DUCT N � . � � ' � R- 1 . R-2 R-3 aY ZV � � � � � 1 - 1 /2 " WIRE DUCT � 0 o J HNSON CONTI� �S �� sEp � � �oo� ��t ��ar�� REVISION Drawing Title: INFORMATION � p.0o RE�� NUMBER Stairwell 6 Pressurization Or••��,K D �•sT(�9 C o n t ro I P a n e I ( C P — 6 01 ) REVISED PER THOMPSON IFESAFETY R IEW COMMENTS 07/29 /09 EB V t P ��cc�'; �O DATE REFERENCE DRAWING NO REVISION — LOCATION ECN DATE BY . ' 25 1 SALES ENGINEER PROJECT MANAGER APPLICATION ENGINEER DRAWN APPROVED � • TIME Pro� ect Title : A DECRESCENZO R CUNNINGHAM E BOGATAJ EB DATE 12/29/08 gY DATE ��S •� ' • •� SOLARIS , �� , BRANCH INfORMATION CONTRACT NUMBER A� Scale �j� � JOHNSON CONTROLS, INC s NONE 141 EAST MEADOW DRIVE � . � ! { LITTLET NESC�CEN80EN��L RD 8P62 -0003 VAIL, COLORADO 81657 �� '� � PHONE (303) 973 -5930 DRAWING NUMBER FILE NAME �� FAX �303� 979 - 6847 9005 �� 00 -- — _ � � Electrician/Fitter Point Information Controller Information Panel Information Intermediate Device Field Device � _ Cable Ref System Controller Trunk Trunk runk Reference Cable Wiring Wiring Point Type Name ��j � Ct Name Expanded ID Details Type Nbr addr. Destination Termination Out Panel Panel Location Drawing Number /Tubing Termination In Device Termination Out Location /Tubing Termination In Device Location Shaaie Comment Tag Bay/Te rm i na l � STAIR-6 FEC 26xx CP-601 Elec Room 623 M2 34 Power to ontro er STAIR-6 FEC 26xx MS/TP 1 5 CP-601 Elec Room 623 M2 34 BacNet FC Bus UI IN-1 STAIR-6 SPF6D-O SPF-6 Iso Damper Open FEC 26xx MS/TP 1 5 UI IN-1 IN1 , ICOM1 CP-601 Elec Room 623 M2 34 1 2/ 18 NO , COM RIBM2401D 24VAC/COM 2/ 18 See wiring detail Dry Contact F301 UI IN-2 STAIR-6 SPF6D-C SPF-6 Iso Damper Closed FEC 26xx MS/TP 1 5 UI IN-2 IN2, ICOM2 CP-601 Elec Room 623 M2 34 2 2/ 18 See wiring detail Dry Contact F301 UI IN-3 STAIR-6 STR6-DPG Stair 6 Diff Press Garden Lev�el FEC 26xx MS/TP 1 5 UI IN-3 IN3 , ICOM3 CP-601 Elec Room 623 M2 34 3 2/ 14 See wiring detail Current Input (Loop Pwr) F104 UI IN-4 STAIR-6 STR6-DP1 Stair 6 Diff Press Lev�el 1 FEC 26xx MS/TP 1 5 UI IN-4 IN4 , ICOM4 CP -601 Elec Room 623 M2 34 4 2/ 14 See wiring detail Current Input (Loop Pwr) F104 UI IN-5 STAIR-6 STR6-DP2 Stair 6 Diff Press Lev�el 2 FEC 26xx MS/TP 1 5 UI IN-5 IN5 , ICOM5 CP-601 Elec Room 623 M2 34 5 2/ 14 See wiring detail Current Input (Loop Pwr) F104 UI IN-6 STAIR-6 STR6-DP3 Stair 6 Diff Press Lev�el 3 FEC 26xx MS/TP 1 5 UI IN-6 IN6, ICOM6 CP-601 Elec Room 623 M2 34 6 2/ 14 See wiring detail Current Input (Loop Pwr) F104 BI IN-7 STAIR-6 SPF6-S SPF-6 Fan Status FEC 26xx MS/TP 1 5 BI IN-7 IN7, ICOM7 CP-601 Elec Room 623 M2 34 7 2/ 18 NO , COM RIBM2401D 24VAC/COM 2/ 18 See wiring detail AFS-222 (NO) BI IN-8 STAIR-6 FEC 26xx MS/TP 1 5 BI IN-8 CP-601 Elec Room 623 M2 34 8 BO OUT 1 STAIR-6 FEC 26xx MS/TP 1 5 BO OUT 1 CP-601 Elec Room 623 M2 34 9 BO OUT 2 STAIR-6 FEC 26xx MS/TP 1 5 BO OUT-2 CP-601 Elec Room 623 M2 34 10 BO OUT 3 STAIR-6 FEC 26xx MS/TP 1 5 BO OUT 3 CP-601 Elec Room 623 M2 34 11 CO OUT-4 STAIR-6 FEC 26xx MS/TP 1 5 CO OUT-4 CP-601 Elec Room 623 M2 34 12 CO OUT 5 STAIR-6 FEC 26xx MS/TP 1 5 CO OUT 5 CP-601 Elec Room 623 M2 34 13 CO OUT 6 STAIR-6 FEC 26xx MS/TP 1 5 CO OUT-6 CP-601 Elec Room 623 M2 34 14 CO OUT 7 STAIR-6 FEC 26xx MS/TP 1 5 CO OUT 7 CP-601 Elec Room 623 M2 34 15 AO OUT 8 STAIR-6 SFP6-O SPF-6 Fan VFD Output FEC 26xx MS/TP 1 5 AO OUT-8 OUT8, OCOM8 CP -601 Elec Room 623 M2 34 16 2/ 18 See wiring detail VFD Speed (Voltage) F201 AO OUT 9 STAIR-6 FEC 26xx MS/TP 1 5 AO OUT-9 CP-601 Elec Room 623 M2 34 17 STAIR-6 IOM 4710 CP-601 Elec Room 623 M2 34 Power to Controller STAIR-6 IOM 4710 SA Bus 1 4 CP-601 Elec Room 623 M2 34 BacNet SA Bus UI IN-1 STAIR-6 STR6-DP4 Stair 6 Diff Press Level 4 IOM 4710 SA Bus 1 4 UI IN-1 IN1 , ICOM1 CP-601 Elec Room 623 M2 34 18 2/ 14 See wiring detail Current Input (Loop Pwr) F104 UI IN-2 STAIR-6 STR6-DP5 Stair 6 Diff Press Level 5 IOM 4710 SA Bus 1 4 UI IN-2 IN2 , ICOM2 CP-601 Elec Room 623 M2 34 19 2/ 14 See wiring detail Current Input (Loop Pwr) F104 UI IN-3 STAIR-6 STR6-DP6 Stair 6 Diff Press Lev�el 6 IOM 4710 SA Bus 1 4 UI IN-3 IN3 , ICOM3 CP-601 Elec Room 623 M2 34 20 2/ 14 See wiring detail Current Input (Loop Pwr) F104 UI IN-4 STAIR-6 IOM 4710 SA Bus 1 4 UI IN-4 CP-601 Elec Room 623 M2 34 21 UI IN-5 STAIR-6 IOM 4710 SA Bus 1 4 UI IN-5 CP-601 Elec Room 623 M2 34 22 UI IN-6 STAIR-6 IOM 4710 SA Bus 1 4 UI IN-6 CP-601 Elec Room 623 M2 34 23 � BI IN-7 STAIR-6 IOM 4710 SA Bus 1 4 BI IN-7 CP-601 Elec Room 623 M2 34 24 BI IN-8 STAIR-6 IOM 4710 SA Bus 1 4 BI IN-8 CP-601 Elec Room 623 M2 34 25 BO OUT-1 STAIR-6 IOM 4710 SA Bus 1 4 BO OUT-1 CP-601 Elec Room 623 M2 34 26 BO OUT-2 STAIR-6 IOM 4710 SA Bus 1 4 BO OUT 2 CP-601 Elec Room 623 M2 34 27 BO OUT 3 STAIR-6 IOM 4710 SA Bus 1 4 BO OUT-3 CP-601 Elec Room 623 M2 34 28 ' CO OUT-4 STAIR-6 IOM 4710 SA Bus 1 4 CO OUT-4 CP -601 Elec Room 623 M2 34 29 ' CO OUT 5 STAIR-6 IOM 4710 SA Bus 1 4 CO OUT-5 CP-601 Elec Room 623 M2 34 30 CO OUT-6 STAIR-6 IOM 4710 SA Bus 1 4 CO OUT-6 CP-601 Elec Room 623 M2 34 31 = CO OUT 7 STAIR-6 IOM 4710 SA Bus 1 4 CO OUT 7 CP-601 Elec Room 623 M2 34 32 AO OUT 8 STAIR-6 IOM 4710 SA Bus 1 4 AO OUT-8 CP-601 Elec Room 623 M2 34 33 AO OUT 9 STAIR-6 IOM 4710 SA Bus 1 4 AO OUT-9 CP-601 Elec Room 623 M2 34 34 DETAIL F104 CURRENT INPUT - � ETAIL F201 ANALOG OUTPUT (VOLTAGE) DETAIL F301 BINARY INPUT (DRY CONTACT) EXTERNAL SOURCE (in Loop) MSTP BUS MOV- 1 WIRING DETAIL FIELD � DEVICE FEC/IOM FIELD � t _ IN# DEVICE FIELD DEVICE �� FEC/IOM FEC/IOM .�. ICOM# + icoM# � 'l � �-� �,;''; rr< ....f / TB-24DC MOV-2 " OCOM# . � a;� I N# POWER � SUPPLY — MOV-2 DRY CONTACT �, (N O or N C as required) MOV-2 .,� � + Earth Ground � _ �� ;. Earth Ground �� .�� " Earth Ground > � � �� i�iaiiiaiaiiriai�oiaiaiariaariaaria��arii/ � � %///��//1i�,�J'/// Control Panel CP-601 Locate In Elec Room 623 r,,',J��i TB-24AC �� 91 H N #��+�� a �'��Yr�9�� t� ��z��a ��t� � 91 PS-1 �s�� '�'��'�F� ��r��5 s��s�� F�+�r�y �e�f3 �#�1�� '�� ;��.. 'i . 91 24VAC H N G �� q��,��v�•; '�- i 93 COM G _ 120 Vac From �:x,��[� .��. �tt��rr.�:'' ::::�y . � N — Panel Field Verify /��..��r/�i��di�iii��i.�,, � , 93 ' j ::�. //%//////� . / , , v.v. H — Ckt Fiel en �i,;::!::::iaiiri�iai///,iiri�,.. :::::; . 93 �� / `:�,�+, . H N . . ;;%� � DC-1 PS-2 �F��3#��'��'-��'� .�-, ��i�� 'd';�s�� , H 24VAC H N G � 24VAC ' COM G �� #� °�,e� vs�t��.� �� k� �� r�, fat��t� ��a��. ��1 f�� a;�� .� �1�� '��'..�d#�'�°�� 'i'�'-��'�'� ��'xx��,. 24VDC + + - + - l!;;,�,. � ' "�f�R )�Hf�9 %(.� �y�E TYSY.� ��lC� bA(;l.�F �� '1S��i'/G�3'+i T � � � � � + _ SPF6-S 24VAC 91 + ' R-1 Com 93 + - TB-24DC + _ STAIRWELL FAN SPF -6 VFD WIRING DETAIL FEC R-1 -1 IN7 SAFTIES REMOTE ALARM 0-10 VDC Run Status O START/STOP INPUT INCOM7 �� MOV-2 SPF6D-O 10 16 10 13 O O 2 3 O O SE� � � 200� Earth Grourd (By Others) 24VAC 91 ��I� �olar�� Com 93 R-2 16 REVISION Drawing Title INFORMATION NUMBER Stairwell 6 Pressur � zation + ' PQp. REG�sT REVISED PER THOMPSON IFESAFETY R IEW COMMENTS 07/29/09 EB Point Schedule FEC R-2-1 �e:'�GK � MF':�'9 DATE REFERENCE DRAWING NO REVISION — LOCATION ECN DATE BY O IN3 U�,a�Q �"cc�'; �O � . SALES ENGINEER PROJECT MANAGER APPLICATION ENGINEER DRAWN APPROVED INCOM3 S 25541 TIM A DECRESCENZO R CUNNINGHAM E BOGATAJ BY DATE BY DATE � MOV-2 � • Project Title • EB 12/29/08 � Earth Ground — S � �% y ,�/ BRANCH INFORMATION CONTRACT NUMBER F •. • SOLARIS >; , � S��e 141 EA S T M E A D O W D R I V E �' r 10289 �WES�NCE�ENNIAL RD . 8P62 0003 �. N O N E � � � �� r % LITTLETON , CO 80127 VAIL, COLORADO 81657 � � '�-> '' PHONE (303) 973 -5930 DRAWING NUMBER FILE NAME �� FAX (303) 979 -6847 g005 �tJ . o 1 _ - __ _ _ � _ _ _ ___ _ ,-- -____ _ _ _ _ - ---- __ _. ___ � , - ' DRAWING INDEX • TITLE PAGE SC-00 SMOKE CONTROL PANEL LAYOUT SC-01 STAIR 1 PRESSURIZATION � SC-02 STAIR 2 PRESSURIZATION SC-03 STAIR 3 PRESSURIZATION SC-04 STAIR 4 PRESSURIZATION SC-05 STAIR 5 PRESSURIZATION SC-06 STAIR 6 PRESSURIZATION SC-07 ELEVATOR 4 PRESSURIZATION SC-08 ELEVATOR 5 PRESSURIZATION � SC-Q9 NOT USED SC- 10 SMOKE CONTROL SYSTEM CARD WIRING DETAILS AND SCHEDULES SC- 11 VOICE COMMAND CENTER PANEL DETAIL SC- 12 FIELD DEVICE INSTALLATION AND WIRING DETAILS SC- 13 SMOKE CONTROL SEQUENCE OF OPERATION MATRIX 1 of 4 � SC- 14 SMOKE CONTROL SEQUENCE OF � OPERATION MATRIX 2 of 4 • SC- 15 SMOKE CONTROL SEQUENCE OF OPERATION MATRIX 3 of 4 SC- 16 SMOKE CONTROL SEQUENCE OF OPERATION MATRIX 4 of 4 GENERAL �IOTES . 1 Installation shall conforrn to all requirements of applic� ble electrical codes 2 Wiring methods and materials shall conform with all cpplicable sections of NEC Article 760 3 120VAC 60 Hz input power for fire alarm controls shall be a dedicated , locking and properly labeled "fire . alarm " breaker Pro � ect 4 All wiring , including shields , must be dry and free of shorts and grounds � 5 The installat � on contractor is to ma � nta � n "as built " drawings so accurate documentation can be ma � nta � ned SO � AR S 6 120VAC or any other w � r� ng � s not perm � tted in same conduit with low voltage fire alarm w � ring 141 E A S T M E A D OW D R � E 7 Do not apply power except in the presence of a factcry —trained representative vA � , C 0 � 0 R A D 0 816 57 8 The battery backup calculation sheet shown for each lire alarm panel and remote power supply show the supervisory and alarm current requirements J 9 See smoke control rational analysis for detailed descri�tion of srnoke control operation and associated . calculations Architect Engineer DAVIS PARTNERSHIP ARCHITECTS Schirmer Engineering Corporation SCOPE OF WORK . 0225 MAIN STREET, UNIT C101 1000 Milwaukee Ave 5th Floor EDWARDS, COLORADO 81632 Glenview , IL 60025 A JOHN50N CONTROLS SMOKE CONTROL SYSTEM IS BEING INSTALLED IN Ph ( 970) 926 - 8960 Ph ( 847) 953- 7700 CONJUNCTION WITH THE JOHNSON CONTRO _S FIRE ALARM SYSTEM IS BEING INSTALLED AT THE NEW SOLARIS PROJECT LOCATED IN VAIL , COLORADO Contractor User ` INITIATING DEVICES ARE BEING MONITORED BY THE FIRE ALARM SYSTEM NETWORK , E LIGHT ELECTRIC UPON ACTIVATION O � A DEVICE LISTED AS AN INPUT IN THE SMOKE CONTROL 361 INVERNESS DRIVE SOUTH , SUITE B SEQUENCE MATRIX , THE ASSOCIATED OUTPUTS O � THE MATRIX WILL POSITION TO ENGLEWOOD , COLORADO 80112 THE APPROPRIATE STATE Ph 303 - 766 - 0085 THE FIREMAN ' S SMOKE CONTROL PANEL , L � CATED IN THE FIRE COMMAND CENTER CONTINUOUSLY DISPLAYS THE CURRENT STaTE OF EACH PIECE OF EQUIPMENT WITH COLORED LED ' S FOR EACH STATE INVOLVED IN SMOKE CONTROL AS FOLLOWS GREEN FoR oN oR OPEN SMOKE CONTROL FIRE DEPT SUBMITTAL 07 /15/09 RED FoR o � F oR CLOSED SMOKE CONTROL SUBMITTAL 5 - 26 - 09 WHITO FOR N ORMAL REVISION ECN DATE EACH PIECE O � EQUIPMENT CAN BE OVERP. IDDEN BY 3 POSITION SWITCHES . WITH Joh n son COI1 � rO S I1 C THE SWITCH IN THE "AUTO " THE FIRE ALAP, M SYSTEM OPERATES THE SMOKE � DEVICE SYMBOLS CONTROL SYSTEM BY MANUALLY POSITIONI �IG THE SWITCH TO THE " ON " ( " OPEN " ) r INPUT DEVICES OUTPUTDEVICES MISC ADDRESSABLEMODULES MISC POSITION THE PANEL OVERRIDES THE EQUPMENT ON OR OPEN BY MANUALLY �� 10289 West Centennia Rd . DIGITAL PHOTOELECTRIC THERMAL FLOW � TAMPER � gpEAKER � JUNCTION MM MONITOR � M DUAL MONITOR DA AMPLIFIER P O S ITI O N I N G TH E S W ITC H TO TH E " O � F " ( " C LO S E D " ) P OS ITI O N , TH E PAN E ��/ � � O W/STANDARD BASE O DETECTOR g DETECTOR DETECTaR � BOX MODULE MODULE DVC �OMMANDOICE OVERRIDES THE EQUIPMENT OF � , OR CLOS = D �Q�pO RFG/s � °' �� I � � lOI1 C . �o �� o ........, . ,, � �. f e o 8 01 �� p R/F FIRE ALARM V��:�P�GK � '�F��9m `'' ,� � PHOTOELECTRIC DUCT PHOTOELEC PRESSURE VALVE W/TAMPER � � SPEAKER CONTROL RELAY FAP PANEL • O S W/SOUNDER BASE � SMOKE DETECTOR � DETECTOR � DETECTOR �� / STROBE CM MODULE RM MODULE REMOTE � � � � PH : 303 - 973 - 5930 SE� 11 �� . Q� . LCD ANNUNCIATOR : 4 m • REMOTE POWER � : � C �� THERMAL fOR THERMAL WITH � � RPS SUPPLY � • • I A X : 3 0 3 — 9 7 9 — 6 8 4 O FORTOMOKE CIONTROL � STATI�N PULL O SMOKE CONTROL O SOUNDER BASE �Q\ STROBE MAP MApPHIC ANNUN � s P—SC R/F—SC R/F—SB FIRE CONTROL s AL �� O SOUNDER BASE FCP � CONTROLMOKE SALES ENGR PROJECT MGR APPL ENGR DATE CONTRACT NUMBE is� R/F-SB/SCAND SMOKE CONTROL CS KB PM 05 02 09 9PF1 - 0001 a 36 so �ARis 141 EAST MEADOW DRIVE VAIL, COLORADO FIRE FIGHTERS SMOKE CONTROL STAIRWELL 3 ELEVATOR4 ELEVATOR5 STAIRWELL 4 HOI STWAY HOI STWAY P RESSIhtIZATI ON 6W5 EPF� EPFL BPF�1 OQ`�.41TO-0FF Ory.�µ�TO-0FF Ory\-�N1T�O-0FF Of}�(��111-0�-0FF �v6� svs 'v SvS �.] 1 Sv� !`�l 1 I �� / �J OUTBIDEARPM.P92 PREBSIIRQATIONFIN HUBfWAY�EMT HOISfWAY�£XT �,pgt PRE8811R¢ATONFIN OIIT8I�EARLIV.WHt p��Qt PRE6BUR¢AT�IIFIN OIIT8IDEARDM�RH2 d�TBI0EA6tG4.RER PREBBURQATp% Flfl �/�/ \/�/ ��/ �/�/ \/�/ \ / �'/� ' \ / ♦ \ / \�/ �(�/ � / \�/ \(� � \ / \/�/ \j�/ � / \ / \/�� \ / \(�/ \ \ / \ / � / \ / \/�/ \^/ � 25`J 2q_,� 2ap 2v�� 3uJ 3O 3eU 3Q 3� 3�O 3n.J 3�r,r,J CIO <y/ Iy� 45Q <ay av 4oQ 5� Syy 53Q SqJ 5� 5]Q s�Y 5� 61O 6cJ 6iJ I STAIRWELL 6 STAIIZWELL 2 / � � � ` • � � � ` � � � • � � i ` c�ine� �oow� tnm� c�inaa �on� tnu�� orr 'aaw� �rnu�r� c�,m� %aa� twd emam �ox� fnm� �orr� I ocw rnu�t c�waL ox rnu�r orr aoa fnu�r c�inac� ox rw�� arr oaw fnu�r \(,',�/ \/,�/ �/�/ \/�/ (, �, / \/�/ \(�/ \(,�, / \/�� \ / 9;J 3'�'I 3G_l 10..J qq.�J 4�'/ 52�'J 50_/ 6LL'1 6O srFa erfa �� ,�� ,� ,y� ,(�,�„Z �y� ,��. ��, ,(o� PRESSURIZATION o�macv o�TaacF $WI $W2 O�-RLli-0FF /f_� OUTSIOEA6tW�.PEit PRESSIIFQATqNFON OUTBIDEARQMP@t PRESSIIItPJTqNFIN � �� t`-t�� ' ��t�'� �'`�"'� SV `J � i � i � i � i � i � i � i � i � i � � � i SPF-3 SPF� � O �rJ 30 � O 60 �O 90 «O ��O �30 ,�� t EPF� t EPF-5 „�.�„ � O %�� rnu�? E�ca� �ox� fnu�? %m %PVi �Fnu�.� E� �a�� fnu�� om` auT o\nrtvx.pvt PRESSIINOITq\ FNI \ / \ / \ / \ / � O � \ / \ / � a� e� i� �� LEVEL9 _ _ LEVEL9 _ _ LEVEL9 _ LEVEL9 es0 eQ s� s� ��` �� — — — — — 'oow \nu� fiosa aM \nu r� orr 6/0.J\ �/iJ IlOM11Y�C NORWL STAIFtVVELL 1 i LEVELB _ _ _ _�•�•N � O ar�-.wmacv _ _ LEVELB LEVELB _ LEVELB — — _ _ _ LEVELB _ _ r�.+•n _ LEVELB ]W� i � SPF-2 O SPF-5 I OIITBIDE/JtOJM9t PRE6BURQATIOXFPN / �'�/ \ / ��/ \ / �(�/ ��/ �� I�L/ l� 1ti„J 21Q 2y,• 2s„� � LEVEL7 o�w� fnu�� f� �ox� fnu�$ �om� / — _ _ _ — \ / _ _ LEVEL7 _ LEVEL7 LEVEL7 — — _ _ LEVEL7 _ _ _ _ LEVEL7 /� zJj z� `J rTorauic xo� SPF-6 % ' \ � ��e - - — — ��e _ � �e��e _ i��e _ ��a ` — — — — — ��e LEVELE — — � — — � — i i . � , . � LEVEL6 _ _ � _ _ LEVELS _ \ � LEVEL3 _ LEVELS _ LEVEL6 _ _ _ LEVEL3 _ _ _ LEVELs a """" � / \ � / � ` LEVEL4 _ _ _ _ ` SPF-1 � LEVEL4 _ � LEVEL4 _ LEVEL4 _ LEVEU _ _ _ LEVEL4 _ _ _ _ LEVEL4 _ _ — / — _ — � / � / / \� / ` . LEVEL3 _ _ _ \ LEVEL3 _ \ LEVEL3 _ LEVELJ _ _ LEVEL3 _ _ LEVEL3 _ _ _ LEVEL3 — _ — � / — — _ _ � _ � � LEVEL2 _ _ _ _ — LEVEL2 _ / LEVEL2 _ LEVEL2 _ LEVEL2 / _ _ _ LEVEL2 _ _ _ LEVEL2 \ / / \ � 24 � �LEVELI _ _ _ _ LEVELI _ LEVELI _ LEVEL7 _ LEVELI / — _ _ LEVELI _ _ _ _ LEVELI � � � GARAGELEVEL � GARAGELEVEL _ GARAGELEVEL _ GARAGELEVEI GARAGELEVEL GARAGELEVEL I STAIR 8 STAIR 2 STAIR 1 STAIR 3 ELEVATOR 4 ELEVATOR 6 STAIR 4 STAIR S I � �� / �� TACt � APt4 � �� L1L FIRE C�M1A1Atm � � � � � ELEVATOR4 CENTER E ATORe � a auut e — � aTnoe� / LEVEL 3 � / � /�: SYMBOL LEGEPQ7 aTnui e pFAN �� SUPPLYPJRFLOW w NORM4L � � FAN OWDAA�EROPEN G FAN OFFIDAMPERCLOSED � C) DEVICE FALAS NORTH ,�F,�FI DAMPER aTnm i � AM1LNqATOft LAI1� 7EST � �� G./ � SEP 1 �p�g ��a�� a��P�� REVISIOPJ Drawing Title INFORMATION REVISED PER THOMPSON IFESAFETY R IEW rOMMENIS 07 / 15/0° FDM NuMeER PANE � LAYOUT SHOP DRAWINGS 05 /3G/09 PDM �,P°,.°••RE��.'.�St� ' SMOKE CnNTR �JL SYSTEM O��Q�GK � MF�� oaTE REFERENCE DRAWING NO REVISION — LOCATION ECN DAT� 6Y V � 9' � SALES E�dGINEER PROJECT MANAGER APFLICATION ENCI�IEER DRAWN APPROV� C� 5 � : TiME Chad 5choenbecl< Kenn ?th Ball Patnck Meye � p� M GArt 05 02 09 Bv CarE ; Pro� ect Title. / / : SOLARIS � , BRANCH INFORMATION � C� NTR4r,T NUMSER • T �J . Scale %� JnHPJSON COPJTFOLS, INC i� " � 14�1 EAST MEADOW DRIVE � �% � oz �9 UiESr �-E��TENNia� Ro - � � A N �r�E VAIL COLORADO 81657 ,,,�� I�� '�'�''' uTT�ETON , c�� so � ?� ✓ — � �� PH �PJE (303 ) 973- 5930 DP,AWIPdG NUMEER FILE NAME �� Ay �J �` � J� � r� 47 SV -oo _ _ ____ ___ -- - - - - -- - -- ---- - - --- °-- ---- i 2 _- - __� STAIRWELL 'I PRESSURIZATI � N SPF - 'I STAIR FAN SPF - 'I VFD WIRING DETAIL REMOTE 0-10 SAFETIES START/STOP ALARM VDC Run Status tiON-0N N09 L01 M132 INPUT NON-0F N09 L01 M133 '—� �^ DM � � a ��s <; � a ' �3 � � � � �� SPF - 1 SPF - 1 H ON � HOFF� R-1 R-2 R-3 MON-0P N09 L01 M136 MON-CL N09 L01 M137 R-1 R-2 R-3 CMD-0P N09L01M134 CM DM SPF- � -OA - C + - C + - C + CMD�CL N09L01M135 CM OUTSIDE H � r-� � �-�,_ AIR SPF- 1 ��o� /� U �0 - II �TO� •pi9 oA ENABLE T9 T,� T2 T9 - AFTER r3 Te ' DAMPER ra T� N O OPENS � Y� G' M CMD-0N N09 L01 M130 I� �� I N09 L01 M125 � VFD �� o o ,� CM CMD-0F N09 L01 M131 480/3!� �' ✓ G' M N09 L01 M125 '� �� O U �� OM300C.1 � `� TOP o419 TO T10 T2 T9 T3 T@ � T4 T7 T5 T6 • � CMD-0F N09 L01 M131 �� Q O ��0 . � �' ��U' � M300C,1 u� � TCP � TO Tld T2 T9 T3 TB Level4 T� T' TS T6 (� Z � CMD-0N N09 L01 M130 I�� /�,Z�,�� J Level 3 STAIR FAN SPF - 1 STATUS STAIR 4UTSIDE AIR DAMPER ACTUAT � R Level 2 �'] c S P F � 1 � � S r r - � � O/"� OPEN MON-OP N09 L01 M136 1 QN � ACTUAT4R � CLOSED � Level 1 C MON-ON N09 L01 M132 M 1 MON-CL N09 L01 M137 - N L � ' Garage Level ( 120VAC ) N ( 120VAC) H R-2 R-3 � SPF - 1 0 �� R-2 R-3 ' oFF � _ � + _ � + . OFF C '� MON�3F N09 L01 M133 �� U O 0� /� �d � M300C.1 G� + T�� u T4P 4�� TBP I 41 T9 T� z Tg T2 T9 , 3 TB T3 T8 q r7 T& T7 5 T6 TS TE `7 2 � CMD-CL N09 L01 M135 �� I� ��O O � ��'c�, i0'�� i 0�� 0 �—�o o�—� � � aC�7eP T11 M300C.1 � I TI 78p , T11 I 41 T9 2 T9 3 49 3 T8 � n 5 T6 ° n Z 5 T5 � a �� 2 rl CMD-0P N09 L01 M134 ��0 D ,� �Q�� ,��' , ��I �� `� I� St�' � I ZOIi� ��a�bG� ��or�� REVI510N Drawing Title INFORMATION REVISED PER THOMPSON IFESAFEfI' RE IEW COMMENTS 07/ I 5/09 F' DM p��pKRp��ST� N�MBER S M OR E C ON TR 0 L RSYSTE M sHOP oRaw� NCS 05/� 6/09 � r�M �v��Q� M�f.�.�Q �ATE REFERENCE DRAWING NO REVISION — LOCATION tCN DATE BY U ' �� 255 4 p � SALES ENGINEER PROJECT MANAGER APPLICATION ENGWEER DRAWN AFPFOVED ,Q � Chad Schoenbeck Kenneth Ball Po+ nc 'r MeyFr P� M DATE Q5/02/09 e �' CAT� i � Pro� ect Title : � ` » SO1./1RIS /� : BRANCH INFORMATION rqNTRArT NUMBER • � IGHN50N CGNTROLS , ING .�. ' Scale / . �`s (�A N� NE 141 EAST MEADOW DRIVE � �i io?ee wESr cENTENNIAL RD 9PF1 -0001 VAIL, COLORADO 81fi57 „�� ' �in��oN , co ao , 2� . ,,�<. PHONE (30�1 973 - 5930 DRAWING NUMBER PILE NaME '� FAX (303) 979 - 6847 � /'� �0 � �/ a I STAIRWELL 2 PRESSURIZATI4N (SPF -2 ) STAIR FAN SPF -2 VFD WIRING DETAIL o-, o I S/1FETIES �M�� ALARM VDC Run Status MON-0N N15 L01 M132 STARTlSTOP INPUT MON-0F N15 L01 M133 DM 10 16 10 13 OO O2 O OO SPF -2 SPF-2 H ON L HOFF� R-1 R 2 R-3 MON-0P N15 L01 M136 �� MON-CL N15 L01 M137 R-� R-Z R-3 CMD-dP N15L01M134 CM DM SPF-2-OA _ � + - C + - C + CMD-CL N15L01M135 OUTSIDE H L CM SPF-2 <h<��;��-�' G�� AIR II `'� ` �J M300C.1 /q�q� •T99 � II OA ENABLE 2 T9 � AFTER 3 rg DAMPER � T� N O OPENS 2 Ys VFD `�' 'V' CMD-0N N15L01 M130 lf�� ,�_j, �� N15L01 M125 � - �,—, � L,�� CM CMD-0F N15 L01 M131 480/3f� � CM N15 L01 M125 '� ��1 n �—�\ l�fi� t- � � \l� � Level 7 � M300CJ ✓i�lj.pa� • TII 0 4 2 T9 3 T9 4 T7 T6 ' Level 6 `� Z � CMD-0F N15 L01 M131 ��Q� o�� . Level 5 ��"U �� M300CJ G�4� � TOo T9 3 T8 Level4 � T� T6 x �� CMD-ON N15 L01 M130 ��0 O,Z'� Level 3 STAIR FAN SPF -2 STATUS STAIR OUTSIDE AIR DAMPER AC1' UA`T ; Level 2 EVEN = ON S PF -� �N o S PF -� � 0� OPEN MON-0P N15 L01 M136 � ON � ACTUAT� R � CLOSED � Level 1 C MON-0N N15 L01 M132 M 1 — —� 1 ' MON-CL N15 L01 M137 � � N L � (120VAC ) N Garage Level (12dVAC ) H R-2 R-3 i , � , S P F-2 Q FF � O ODD = OFF C C ! C _ + _ + � OFF C '� �- � MON-OF N15 L01 M133 �i�7 `�� (i 1--� —�� - � �- O 0�� C1 � Q � ,�� M300C.1 �. � � � �' � 4�P •T99 �Tg� Tlf �� qy I T9 � 4T T9 2 T9 43 T8 3 T8 I 44 T7 4 T7 'PS T6 5 T6 I —J � Z a CMD�L N15 L01 M135 �� , � , �� 7 � L � �� j, U O�� C�:��Q �: - � , � � � U� � �� U� O 0,�� ° � u �TBP (T� ° � M300CJ -u �4�P oT„ O TI T19 T2 43 49 42 T9 43 4& T4 U7 V3 T8 44 T7 T5 45 �� a O� � Z rs a CMD-0P N15 L01 M134 �J � O�� I ��D � SE�' � � 2009 ��FQ�� ¢� � REVISION Drawing Trfle INFORMATION REVISED PER 7HOMPSON IFESAFETY R IEW COMMENTS � 07/ 15/09 FDM QP�p� RE�'�s� N�MeER STAI R 2 P R ESS U RIZATI ON sHOP oRaw� NCS o5�� /oa F �M o:.Q��K o ,y��tiF9� SMOKE CONTRO � SYSTEM U :Q � ; � DATE REFERENCE DRAWING NO REVISION - L� CATION ECN DATE BY � 4 25 1 p � SALES ENGINEER FRDJECT MANAGER APPLICATION ENGWEER DRAWN APPROVED : ; 'p � IME Chad Schoenbeck kenneth Ball Patnc � Meyer P�IM DATE 05/a2/09 BY DATE Project Title � • � • SOLARIS �� J - BRANCH INFORMATION CONTRACT i� UMEER Scale /� JOHNSON CONTROLS INC 141 EAST MEADOW DRIVE � �; , oz�� NEST �E��TENN �A� Po 9PF1 -000 � NONE VAIL, COLORADO 81657 ,�� I� '% ��ETGN , �G �0 , 2' � FILE NAME �i�!� PHONE ( 30.5) 97,5- 5950 DRAWING NUM9ER �� FAX (303 ) 979 - 6847 C � 02 � � . � STAIRWELL 3 PRESSURIZATI � N SPF -3 STAIR FAN SPF - 3 VFD WIRING DETAIL � REMOTE 0-10 SAFETIES STARTPTiDP A�'�'RM VDC Run Status MON-0N N15 L01 M140 INPUT MON-0F N15 L01 M141 �` DM 10 16 � 10 13 � O O 2O 3O OO � SPF -3 SPF -3 H UN � HOFF� R-1 R� R-3 MON-0P N15 L01 M144 ` � MON-CL N15 L01 M145 R-� R-� R-3 CMD-0P N15 L01 M142 CM DM SPF - 3-4A _ � + - C + - C + CMD�L N15L01M143 CM � UTSIDE H L J�_� ��'\� SPF -3 �� AIR �j M300C.1 e�T� • Tit OA ENABLE � T� 2 T9 AFTER 3 re � DAMPER � n N O OPENS 3 P6 , VFD `�' 'V' CMD-0N N15L01M138 � 2 ,�^� N15 L01 M126 i G' M CMD-0F N15L01 M139 Level 8 � ` ��a ��(� 480/3� � G' M N15 L01 M126 ��U� O DU Level 7 M300CJ ,��T� � 799 f T1 2 T9 � 3 TS � m n 5 T5 " Level 6 �� Z � G CMD-0F N15 L01 M139 ��;�� . Level5 �� c;�� M300C.1 �-�aT�a �Ttt I T9 T9 3 T� Level4 � n s Ts 2 ��.�, `'� CMD-0N N15 L01 M138 ��O 0��,�1 Level 3 STAIR FAN SPF -3 STATUS STAIR � UTSIDE AIR DAMPER ACTUAl' O Level 2 EVEN = ON MdN-0P N15 L01 M144 S P F -3 � o S P F 13 - OA OPEN 1 4N � ACTUATOR � CLOSED � Level 1 C MON-ON N15 L01 N140 M 1 � MON-0P N15 L01 M145— I I I N L I i ( 120VAC) N � Garage Level ( 12QVAC) H R-2 R-3 � " I ��, S PF -3 0 R-2 R-3 ' aFF ODD = OFF C C � _ + _ + . � OFF C `� I MON-0F N15 L01M141 �1�� ' � �� , � �� M300CJ � � �� T(IP • Tif �pS3P Tfi 9 � � 2 T9 TiT T° 3 T8 43 T3 � 4 T7 44 T7 5 T6 � Ts 2 2 �� a CMD-CL N15 L01 M143 ��^ v �� i (�1 ' � �`�`�, =yL_�l � ��,–�� V_, �r '—Il i ) � � `8 � ��,C; CJ,�--,,��>> (/_�� c�� s � a �� O /� , , ,�lJ - u �T6P 4� �J M300CJ �T� • Tt9 � TI T10 T3 T9 I p Z Ta� Y3 q8 T4 T7 3 TS T5 T8 � T� n � 5 T6 I� �� a I� Z �1 CMD-0P N15 L01 M142 Q,c� v-�c� ��ro � �' � `� ��I��iE� �' S��' 11 �00 � � �A�E�ui�� tc� f�� REVISIGN Drawing Trfle -- INFORMATION REVISE� PER THOMP50N IFESAFETY R IEW COMMENTS 07/ 15/09 FDM Pp0 REG�s N��MBER STAI R 3 P R ES S U R I ZATI O N sHOP oRaw� N�s o5� �� oQ F� �M �, ,, .... .... r o::•�GK D ,y.., �9 SMOKE CONTROL SYSTEM O • �Q �f-: tn Da7E REFERENCE DRAWING NO REVISION - LOCATION ECN DATE BY J � U : a� 5541 9 � O SALES ENGINEER PROJECT MANA, ER APPLICATION ENGWEER DRAWN AFPF�'Ud�D 'fl : � TiME Chad Scho? nbeck I<enneth Eall Patrick MeyPr �'� �FTE Bv CaTE � . Pro� ecf Title PDM 05/02/09 � � w , � CONTRACT NUM6Ef� � ��.• SOL/"�RIS � BRANCH IN MATION s Srr� lP � . JOH �lSON CONTROLS INC NONE �� LITTLETON SCG ENSE�N��L RD . 141 EAST MEADOW DRIVE �� ' �� 9PF1 0001 VAIL, C� LORADO 81657 � � �� PHUNE (303 ) 973 - 5930 DRAWING NUMBER FILE NaME �� FAY (�6� ) 979- 6847 � � �� -- - - - - - �.�.__ _�._. �-- - --__ __ __ _�._ . � - - - - � � _ �_ _ _ ___ _ . . __�.. . . . . _ �_ i STAIRWELL 4 PRESSURIZATION �SPF -4) STAIR FAN SPF -4 VFD WIRING aETAIL REMOTE 0-10 SAFETIES START/STOP ALARM VDC Run Stetus MON-0N N16 L01 M132 INPUT MON-0F N16 L01 M133 i DM 1Q 16 �, 1Q 13 � �' O2 O3 OO SPF -4 SPF-4 H QN � HCFF� R-1 R-2 R-3 MON-0P N16 L01 M136 � MON-CL N16 L01 M137 R-1 R-2 R-3 CMD-0P N16L01M134 CjM DM SPF -4-�/""� - � C + - C + - C + CMD-CL N16L01 M135 CM OUTSIDE H � � � O �� AIR SPF-4 b� � �� M300C.1 oj�q�� TII u OA ENABLE � p 42 T9 AFTER q3 Te DAMPER 4a n N O OPENS � Y6 2 `' M CMD-0N N16 L01 M130 O �� N16 L01 M125 vFO �;� ��:.�� CM CMD-0F N16 L01 M131 Level 8 480/3� G' M N16 L01 M125 ��..0 �`n�1 , Level 7 M300� �p�� • T„ � 49 4 p2 T9 43 TB 44 T7 1f5 T6 ' Level 6 p / Z �, CMD-OF N16 L01 M131 �� '�j . Level 5 �.� �' `�� ...�,�`�J � M300CJ �a4�P • T19 49 4d T9 43 T8 Level4 p& T� 45 T6 2 CMD-0N N16 L01 M130 ��. �0 'v�'i1 � I � Level 3 � STAIR FAN SPF -4 STATUS STAIR � UTSIDE AIR DAMPER ACTUAT � � MON-0P N16 L01 M136 Level 2 SPF-4 0 o SPF-4 - DA o�N � _ ___ _ _� � ON � ACTUAT4R � i CLOSED � _ ___ � C MON-0N N16 L01 M132 M I � Level 1 � 1 i � MON-CL N16 L01 M137 � � � N L � ( 120VAC ) N Garage Level �� ZavAC > H R-2 R-3 � S P F-4 0 R-2 R-3 ' OFF � � - � � � _ + _ + ; . , i OFF C MON-0F Ni 6 L01 M133 �� L% �� -�) � � � 0 a I� ^I� r �C� M300CJ �T� •Tfl � u 79P T� 9 Tf T9 T9�7 � 2 T9 T2 V2 i� I 3 T8 T� p+ '� 4 T7 T4 1fD —� 5 T6 TS 49 z � �� J CMD-CL N16 L01 M135 �� , �� Cti�'Q 0�,� �(��`�� ,�,�-�'r J) h � � �_ � � I ��,� �� '�l O o�� I /� � � � �J��L/ u TC�P T� `—' M300CJ �� T1 T10 T�� •Tfl T2 4�3 1 T1 2 T9 Y3 48 T4 1f9 3 T8 • � n T5 4� 5 T6 �� Lr,\ � �_� a (� Z I 1 CMD-0P Ni6 L01 M134 �� "�� O �' v � ��'I ��/�C) � Y SEP 1. 1 200 � ��l�9�� pP� � � EVISIGN Drawing litle INFURMATION REVISED PER THOMPSON IFESAFETY R IEW COMMEPJTS �7/ I 5/0�{ FDM pp RE ��s� NuMeER STAIR 4 PRESSURIZATION sHOP oRawiN �s �s/� �/o�� ' F � M _ PP ••• • •"• •••. � SMOKE CONTROL SYSTEM — U�.'��Q�C'K D MF%��tn DnrE REFERENCE DRAWING NO REVISION - LOCATION ECN DATE 8Y ' ��1%� SALES ENGINEER PROJECT MANA,ER AFPLICATIcIN EN�WEER DRAWN _ AFFROV�D _ • 554 � ' TIME Chad Schoenbeck Venneth Ball Putn� l� May� � � r DATE � r 6A�E Project Title P[�M o5/n�/og • � � BRANCH INFORMATI9N � Ct] NTRACi NUMEER ' � S �I SOLARIS �� ,'�' JOHP150N C0� lTPOLS, INC ' n • � �,f 10?2� WEST CENTENNIAL PD 9PF1 'OVO � s ONA � NONE 141 EAST MEADOW DRIVE �� ;� �,n�ET�,N , «, so , �,_ _ _ — � VAIL, COLORADO 81657 � ,�� PHUPJE (303) 973- 59 .�0 DRAwINr, NUMBER FILE PJAME �� FAX � 30J ) 97J - 6847 � � O� . r 1 STAIRWELL 5 PRESSURIZATI4N �SPF -5 � STAIR FAN SPF - 5 VFD WIRING DETAIL REMOTE 0-10 SAFETIES START/STOP ALARM VDC Run Status MON-0N N16 L01 M140 INPUT MON-0F N16 L01 M141 DM 10 16 10 13 � O � 03 OO � � SPF -5 SPF-5 � H ON L HOFFL R-1 R-2 R-3 MON-0P N16 L01 M144 � ` MON-CL N16 L01 M145 R-1 R-2 R-3 p C C C CMD-0P Ni6L01M142 CM DM SPF - 5��/`1 _ + - + - + CMD�L Ni6L01 M143 G' M OUTSIDE H L r� � � AIR SPF-5 ��-30� ^ �-�l�d �TOP � OA ENABLE To T,o T3 T4 AFTER T3 Te DAMPER T4 T� N O OPENS T5 a TB CM CMD-0N Ni6 L01 M138 I� ,�� ,�.�� N16 L01 M126 VFD �� o O �� + M CMD-0F N16 L01 M139 480/3� �/ � CM N16 L01 M126 � � o �� OM300CJ ,G�j a o roP � T9 TIO T2 T9 T3 TB T� T7 TS T6 ` z CMD-0F N16 L01 M139 h��0 D-��a ' Level 7 � ,� ��;z,o o �J� M300CJ G,�J u roP pn Level6 T9 T�o T2 T9 T3 T8 T4 T7 T6 T6 n � �J CI CMD-ON N16 L01 M138 Level5 �� Le"e14 STAIR FAtV SPF -5 STATUS STAIR DUTSIDE AIR DAMPER �►CTU �T � R S � �� _ �� MON-0P N16L01M144 1 Level 3 pN � ACTUATOR � CLOSED � ' C MON-0N Ni 6 L01 M140 1 I M � , Level 2 MON-CL N16 L01 M145 � � N L ( 120VAC ) N (120VAC ) H R-2 R-3 � Leve � 1 SPF-5 � ��' �� ' � � � R-2 R� � oFF � � � + � � . , � Garage Level oFF � � � `� i � � MoN-oF N� s �o� nn� a� ��i� �.n��'� << �� ,��,� `> � ; , � , ; I � �� ` � , �� I� �Cl ,. � M300C.1 �I`�Tti� •TII � � Tr,p TII 0 T9 T9U ° � T� T2 T9 2 TQ -- _- T3 TE 3 T8 - - I ra n a n , -- J I —J � 7g 5 T6 , � � � CMD-CL N16 L01 M143 � � �� , � � � , �, ) �C��O Gjt—'C,rf ��v n��:7 � -� • �r�� U �� , � � � � a � �7aP Tu � M300C,1 G�J •Ttt � � TOP l'0 lU0 T9 T2 T3 3 T8 T3 TB 4 T7 T4 T7 5 Tfi ^ z � Pa T5 � i� D Z a CMD-0P N16 L01 M142 ��`'�� O O�� SEi' 1 1 7009 �� ol�r�[� � REVISION Drawing Title — —� — INFORMATION REVISED PER THOMP50N IFESAFETI' R IEW C�MMENTS �� %/ I �/C9 I FDM �P�O REG/�a�, NUM6ER STAI R � P R ES S U R I ZATI O N SHOP DRAWINGS � 5%? ��09 FC' M . :;'""o"''� F SMO �< E CONTROL SYSTEM �Oe GK M •p9f�� ATE REFERENCE DPAWING NO REVISION - LOCATION ECN DATE BY � 2 ' / � SALES ENGINEER PROJECT MANAGER APPLICATION ENGINEER DRPWN APFRnVED _ .fl � � IME Chad Schoenbeck Kenneth Ball Patncb Meyei �Y DATE Ef GATE ProJeCf Tlfle � PDM 05/0 �/09 � �: BRANCH INFCRMATI4N �� F • . 5 _ale SOLARIS �� JOHf1�ON COPIT�OLS, INC CCNTRACE � I� MRER y i � 41 EAST MEADOW DRIVE �� 4%i � a'a � N�EST � E��TENN �AL Ro 9PF1 -0001 NONE VAIL, COLQRADO 81657 � ��/�`J PHO �E � (3a.� ) 97 0 �5950 DRAWING NUMEER FILE NAME �� FAX (Ja3 ) 979 - 6847 C /"► ac �7V ° J a STAIRWELL 6 PRESSURIZATIC� N SPF -6 STAIR FAN SPF - 6 VFD WIRING DETAIL REMOIE 0-7� SAFETIES START6TOP ALARM VDC Run Stahis MON-0N N13 L01 M132 INPUT MON-0F N13 L01 M133 /� DM 1Q x 16 1Q 13 � � O2 30 O � SPF -6 SPF-6 H � N � HOFF� R-1 R2 R-3 MON-0P N13 L01 M136 �� MON-CL N13 L01 M137 R-1 2 - CMD-0P N13 L01 M134 �j' M DM SPF - 6-OA �+ " C + " C + CMD-CL N13L01 M135 CM OUTSIDE H �->�� AIR SPF-6 J ' � � M300C,1 cq�q�� •T19 � 0 OA ENABLE � q1 4 � 42 TJ AFTER q3 Te DAMPER p� T� N O OPENS � Y6 2 n G' M CMD-0N N13 L01 M130 �J N13 L01 M125 VFD �� o �,�� .� G' M CMD-0F N13L01 M131 480/3?� CM N13 L01 M125 �� o �0 � Level 6 M30�J �p�� •T19 ° 49 4 42 T9 43 T9 44 T7 45 T6 a Level 5 Z CMD-0F N13 L01 M131 ��o o,�� . -� , Level4 �Cf�' n �`�� M300CJ �4ISP •Tf9 � � 4� T9 43 T8 Level3 4� T� 45 T6 Z CMD-0N N13 L01 M130 ��,� �0��1 Level 2 STAIR FAN SPF -6 STATUS STAIR OUTSIDE AIR DAMPER ACTUAT � Level1 � SPF -6 oN \ o S P F �� - O/�l OPEN MON-0P N13 L01 M136 1 ' ON � � ACTUATOR � CLOSED � i Garage level � � MON-0N N13L01 N132 M 1 MON-CL N13 L01 M137 N L ( 120VAC ) N (12QVAC) H R-2 R-3 S PF -6 0 � I R-2 R-3 • OFF � _ � + _ � + j OFF C �� MON-0F N13 LO' M133 fj�� J�� 1 t I �� M300CJ /� � � �� T9P V`� � �� II T9P •� T1 T10 TI T90 I I T2 TS T2 T9 J T3 T8 T3 T3 I � —� T4 T7 T4 77 T5 T6 TS T5 2 � �� CMD-CL N13 L01 M135 �� , �I ��' ��' ) � ' O D � r t�, �, � C ��, �'J 'G ��l � 7 � , a-, ��=� ��1 (/�, r'til ''� /� I�`�� o ��I u T� T� M300CJ (�J t T1 Tln o TBP •4ri � T� ,�� T1 T10 T2 T9 Y3 48 T3 T8 T 4 4"L T4 T7 T5 46 � T5 T6 � \`r ��u�� ' a CMD-0P N13 L01 M134 i��G � —�� 1��s� �� .� � ��a��/�� SEP 11 200g REVISIrN Drawing Title �� INFORMATION REVISED PER 1HOMP50N IFESAFETY R IEW COMMENTS 07/ 15/09 PDM N,� MeER STAI R 6 P R ES S U R I ZATI O N sHOP oRawiNCS � o�/� h/o9 F ��M QP�,.°.•�EG�sr� SMOKE CONTROL SYSTEM O�;�Q�GK � MFj, 9� GaTE REFERENCE DRAWING N � REVISIQN — LOCATION ECN DA1E BY V JQ �p; SALES ENGINEER PROJECT MANAGER APPLICATION ENCINEER DRAWN APFR��VED : t � T � Chad Schoenbeck Kenneth Ball Patnck Meyer P� M DATE 05/02/09 ei DATE Project Title . • SOLARIS BP,ANCH INFORMATION CONTRACT NUMB�R • • . $r�l? %� JOHNSON CONTROLS INC ' ' 141 EAST MEADOW DRIVE ''�'� �' � o�� WEST � ENTENN �A� Po 9PF1 -A�a1 f �C. NONE ��'�i LITTLETON , CO 80127 + ' FILE NAME VAIL, COLORADO 81657 �� ii��/� PAy fdE (30J ) 973- 59� 0 DRAWING NJMBER �� (.503 ) 979 - 6847 S /'► °o !/ V � ___� _ __ _ __ _ _ -- -�._,� _ � � - , _ _ _ _ a I ELEVATOR 4 PRESSURIZATION ELEVATOR FAN EPF -4 VFD WIRING DETAIL ELEVATOR VENT DAMPER AG1' UAT REMOTE 0�1� MON-0P N15 L01 M152 SAFETIES START/STOP A�'�'RM VDC RunStatus ELEV . VENT OPEN DM MON-0F N15 L01 M149 INPUT MON-0P N15 L01 M152 1 MON-CL N15 L01 M153 � a 16 � � a 13 O C� O O � O ACT UATO R 1 CLOSED EPF -4 EPF -4 CMD-0P N15 L01 M150 CM DM � H ON � FOFF� CMD-CL N15 L01 M151 n ELEV . VNT R-� R-2 f2-3 M 1 � MON-0P N15 L01 M156 � 'V ' DAM PER � I MON�L N15 L01 M153 MON-CL N15 L01 M157 R-'I R-2 R-3 N L � CMD-0P N15 L01 M154 CM DM i _ _ _ ELEV . OA ` c c c ( 120VAC ) N � I CM OUTSIDE H � / rr �� + + + ( 12QVAC) H R_2 R� CMD-CL N15 L01 M155 � E PF-4 N � �� Q�� J A I R �' M300CJ �T� 'T� , a R-2 R-3 i OA ENABLE TZ p`9 C C AFTER T3 q$ _ + _ + DAMPER ra �c N O OPENS Y� pf CM CMD-0N N15 L01 M146 I� 2 � � - VFD ` N15 L01 M128 t�� _��. �-) l��' O �J�--�� t"� �s`;1 i� CM CMD-0F N15 L01 M147 \ / � � M300C.1 �qa� ,T99 a �� U�v�� T+I �� 480/3� �� ' 41 T'� � G' M N15 L01 M128 9 4 — a Tg 42 T9 i � f��/ , l�^� 3 Y6 43 4� � i ` � �-�% �-��J 4 T7 44 T7 I � M300C.1 GI\T�' •T00 � Z T6 I u 'Ps Tb" rt rio �� CMD-CL N15 L01 M151 �� I rz �� _��O � �� -�� .��'1 i3 4& — � T4 VD TS 'PB . �� Z � CMD-0F N15 L01 M147 � Level8 ��o �� ' o �� a �� M300C.1 �a4�P • rtt �� u 'g �" � T9 .��Q ��1 3 T8 Level7 � T� � r�n3ooC.i G�,Tr� .T� � �� z T6 � CMD-OP N15 L01 M150 T1 T1CJ T2 49 ``�/ Q 0�� T3 48 T4 4D TS 'PS Level 6 l� � 2 � CMD-0N N15 L01 M146 ��O �0�� Level 5 ELEVAT � R FAN EPF -4 STATUS ELEVAT � R � UTSIDE AIR DAMPER ACTUAT Level4 EPF-4 0 o ELEV . OA OPEN 1 MON-OP N15L01M156 ON � ACTUATOR � CLOSED � � C MON-0N N15 L01 M148 M Level 3 � MON-CL N15 L01 M157 � � N L ( 120VAC) N Level 2 (12QVAC ) H R-2 R� E PF -4 0 R-2 R-3 ' � oFF � _ � + °-�+ ` Level 1 OFF C � -- ------, MON-0F N15 L01 M149 ��'�� I M300C.1 ,G�j �� 'n4�p TII u T9P Garage Level '� T,° � �" � ' T2 T9 p2 T9 I T3 TS p3 78 � T� T7 p�4 T7 I � TS T6 � z T£ a � a CMD-CL N15 L01 M155 � \ r� � ��r-'� �� `�'�j� ��l��1 ,� � � �-> � �s�l i OC1 `-� a ��-`,O, O,�U� � �q�� TI1 � M300CJ u�"J 49 T90 o T8P e4'� T9 TIO 42 T9 T2 TB i 43 Y� 44 T7 T3 T8 Td T7 45 T6 T5 Te On�/ x ,�� f� ` �1 CMD-0P N15 L01 M154 l��J O v � �� , � �� SE� 1 � 20�� Q� e �r��w � FEVISIuN Drawing Trfle INFORMATION REVISED PER THOMPSON IFESAFETY R VIEW COMMEPdT� 07� I 5�0�+ PDU op RE�� o N� MBER ELEVATOP 4 PRESSURIZATION sHOP oRawiN� s —__ 05/� �/0� F� a� Q. .. . .... `�T oP :•GKpM•.. F9 SM01 < E COf�JTROL SYSTEM _ Uv�� F�� (t�Q �ArE REFERENCE DRAWING NO REVI � I �N — LOCATION ECN DATF EY . � : SALES ENGINEER PROJECT MANA,ER APPLICATI��N EN+� IMEER C�RAJVN AFI� ��VED t �554t� / ; -- ---� � . Chad Schoanbecl. Nern� eth Ball Patii �l� Meyci �Y D�TE �7 DPT� � ; riM Pro� ect Title PC�M 05/0?/09 _ � � SOLARIS . � RANCH iNFORMaTiou �� CONT(.AL'T NUMHEf. u . � Scal� /� JUH �d50N CC�f1TROL5 INC ivor� E 141 EAST MEADOW DRIVE �� ErcNESr �cE��raN�r�7� Fc, 9PF1 -000 'I r . V A I L, C�L O R A D O 8 1 6 5 7 � „<� P HO N E c 3 o.� ) e �.�— �9 .�0 o �a w N �, r� �� E� . FILE NAME � �� FA7 i ?U5 ) 97' 1 — E�i47 � � � "J - —1 - -- � ---� - - - - — -_ -_ _ _ - „ . J ELEVAT � R 5 PRESSURIZATION ELEVATOR FAIV EPF - 5 VFD WIRING DETAIL ELEVATC� R VENT DAMPER ACTU �►T � R REMO'TE 0-10 MON-0P N16 L01 M152 SAFETIES START/STOP ALARM VDC RunStatus ELEV . VENT OPEN DM MON-0N N16L01 M148 '� a 16 � a '� 3 � � O O O O ACTUATOR MON-�F N16 L01 M149 1 MON-0P N16 L01 M152 �_ MON-CL N16 L01 M153 1 CLOSED EPF5 EPF5 CMD-0P N16L01M150 CM DM ELEV . VNT R-� R-z R-3 M 1 MON-0P N16 L01 M156 H ON � HOFF� CMD-CL N16 L01 M151 G' M � \ � DAM PER I^ MON-CL N16 L01 M153 MON-CL N16 L01 M157 R-1 R-2 R� N CMD-0P N16 L01 M154 CM DM ELEV . OA � _ � + _ � + _ � + ( 120VAC ) N ' ' � � CMD-CL N16L01M155 G' M OUTSIDE H � ( � � (120VAC) H ' � EPF -4 N o �' �� o �j R-2 R-3 I AIR � � M300CJ � � T„ a T� R-2 R-3 OA ENABLE Z T9 C C I ' AFTER ., T� _ + _ + � DAMPER � n N O OPENS 6 T6 -� � �M CMD-ON Ni 6 L01 M146 `i ' �1 N16 L01 M127 r r � I VFD �,,—c� o�� -�.o, � �C� f�:�.o, ��[� I G' M CMD-0F N16 L01 M147 / � ,^\ 480/3� � M300CJ � Tf� TOP 4� � T�P T11 I CM N16 L01 M127 '�' TZ Ty r_ rs %�L/O �^\�� T3 T8 T3 TB � J r �( / i A,�9J�� T4 T7 T6 T6 � � �J M300C.1 �j�JT� • Tfl T6 = TB o n n CMD-CL N16 L01 M151 n l z rs I�� /��) I�� '1—��j 3 T� � 4 T7 6 T8 . � _ � � CMD-OF N16 L01 M147 ��'O D,�� O �� Level 8 �- s � M300C.1 0�'�u � II TOP •� TI TIO � � T2 T4 �� n o\ ('�`\ L/ � T3 TE Level7 T� T O nn30oC,1 G�TC+� . r�� a � T5 � Tg � CMD-0P N16 L01 M150 I T9 � O � l\� `��(,%1 3 T8 ES T7 5 Tf, Level 6 �� 2 � CMD-0N N16 L01 M146 �,o c�� Level 5 ELEVAT � R FAN EPF -5 STATUS ELEVAT � R 4UTSIDE AIR DAMPER ACTUAT � ' , Level 4 E P F �� EVEN = �N E L EV . O/�l OPEN MON-0P N16 L01 M156 � � . ON � ACTUATOR � , CLOSED � ' C MON-ON N16 L01 M148 M Level 3 � MON-CL N16 L01 M157 N L � ! � � � ( 12QVAC) N � I Level 2 �� Zavac � H � R-2 R-3 E PF -5 �� 0 R-2 R-3 � Q FF � ODD = OFF C C � C - + - + ; : I Level 1 � OFF MON-0F N16 L01 M149 � o o�� o C� �� M300C.1 G� �TU � OJ� - u _raP Tu l L� Garage Level T�P � � � � T2 T9 T2 T9 T3 T@ T3 TB T4 T7 T4 T7 I TS T6 T5 T6 � p Z � CMD-CL N16 L01 M155 � a a �j� O C��j ��J `�� -�- -� � o� o O a � � �� /� � u TOP 4� M300CJ G,r� TI TIO u Tq� oTll , TO T96 T2 T9 T2 T9 T3 T6 T3 Te T4 T7 T4 T7 T6 TB �� _ � D � ' Ts � CMD-0P N16 L01 M154 QJ O O �� Q O �?�� @�1��EC� � �` SE�' 11 �009 �A�� s�r�d� REVISION Drawing litle � INFORMATION REVISED PER THOMPSON IFESAFETY R IEW G �MMEfJTS 07/ 15/09 FDM N�M6ER ELEVATOR 5 PRESSURIZATION sHOP � RawiNCS os/� �/os FnM o,.°..REG�ST SMOKE CONTRO � SYSTEM O"�. '�GK � 'yF��'�� DATE REFERENCE DRAWING NO REV1510N - LOCATIQN ECN DATE BY . 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S AND ', OO��Q�GK �'��0 DATE SCHEDULES REFERENCE DRAWING NO REVISION — LOCATION ECN DATE BY U I•Q '33 ' SALES ENGWEER PROJECT MANAGER APPLICATION ENGINEER DRAWN APFRGVED ' 2 � � : , Chad Schoenbeck Kenneth Ball Patnck Meyer PDM �ATE 05/02/09 BY DAT� , • Pro� ect Title . 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REVISED PER THOMPSON IFESAFETY R IEW COMMENTS 07 / 15/09 F' DP,� NUM6ER ' �,1 .1�.�- f,;�f.J � � m�'� ��', � t`;� � �t�.� � Q,P'��KRp��;STh9 � EQ U E N C E 0 F 0 P E RAT I 0 N sHOP � RawiNCS 05 /? 6/09 PoM ' �;� � � � '�� Ov�;�Q.� F�.� � Da7E REFERENCE DRAWING NO REVISION — LOCATION ECN DATE BY MATRIX 4 of 4 U :• � � SALES ENGINEER PROJECT MANAGER APPUCATION ENrINEER DRAWN APP��>VED 55 � �Y� � � � �i� �-�� •.��' ��-�;� �.�'',�� y . ' Chad 5choenbeck Kenneth Eall Patnc'r MFy� r P �M DaTE 05/02/U9 �Y DATE �� C�- �'i.. ' �� r� d �L� �� t� � : W Pro� e �t T � tie (V BRANCH INFOftMATION � � �.� CONTRACT 'VLIM � ER � �`� �D.E s��? NONE 141 EAST M ADOW DRIVE � �; »H �� SoN �o��TR��s, �N � S� ' ' � /, 10209 WEST rENTENNIAL RD � �" "*�_ NA VAIL, COLORADO 81657 ,��1 � �� n�ET° N r° 80 , �' .� �� PHUNE ( 3C13 } 973 - 5930 DRAW9NC NUMBER FILE NAME �� FAX (� 03 ) 979 - 6847 � ^ � Q v - V � � - - - — -- - — - t ,, .s . , �,,,,,�»�»—^-....""„--•. G E N E RAL N OT ES «, s�� q.�� .� 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO `° NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT 2 IF DISCREPANCIES OCCUR BETWEEN DRAUVINGS OR BETWEEN THE DRAWINGSAND SPECIFICATIONS, NOTIFY THE ARCHITECT FOR RESOLUTION 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD PARTITIONS ARE TO FACE OF STUD, U N O i 4 FINISH DIMENSIONSARE TO THE FACE OF FINISH AND NOTES ' FIN" OR °CLR" � 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � � ' �^ ELECTRICAL PANELS , & WASHER BOXES TO ALLOW � � � �� L� RECESSION INTO WALL PROVIDE CONTINUOUS FIRE RATING 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6" FROM FINISH FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , � UNO � 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO I SEE FIRE RATINGS, SOUND RATING , & DETAILS ASSOCIATED 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 DOORS � 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 PER LIFE SAFETY DWGS EDWARDS, COLORADO 81632 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO STRUCTURAL DRAWINGS 970 926 8960 F 970 926 8961 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS DETAILED ON SHEET A13 01 U N O . 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE A 3 HOUR ASSEMBLY 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES I 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES I o � 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND 'I 1 2 3 4 5 6 7 8 9 10 Z 11 12 13 14 15 16 17 18 19 20 Z 21 22 23 24 25 26 27 28 COMPACTS NOT TO BE LESS THAN 8� X , 6' ALL DRIVE AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' J J MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED PARKING 5' - 5" = 8' - 10 7/8" 5' - 5 1 /8" � �� = 17 ANGLED PARKING TO BE 60° U N O 10' - 3" 26' - 8 1 /8" 11 ' - 7 3/8" 6' - 0" 10' - 4" 21 ' - 4 3/4" 19' - 1 1 /8" � 27' - 5 1 /8" 18' - 3 1 /8" 24' - 4 1 /4" 23' - 11 1 /2" 18' - 11 1 /8" 13' - 7 7/8" 13' - 6 1 /8" 5 - 6 7�$ � 21 ' - 10" 19' - 1 " 19' - 1 7/8" 23' - 10" 16' - 8 1 /8" 19' - 0 1 /2" 15' - 3 1 /8" 7' - 4" 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING PENETRATIONS, WALL PENETRATIONS, AND WALL � 413' - 0" JOINING AND SEALING DETAILS U N O Y � � 19 ALL RETANGULAR CONCRETE COLUMN WRAPS SHALL HAVE 3!4" CHAMFERED CORNERS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A A � ' � AD 80'-9Ap 80'-9 1 /2" � � � � , C PT � � � � MPT � s CMP� � CMPT � � � � - � � � , � � � � I ° A[� 80' - 9 1 /2'� 1936 MONTAUK HIGHWAY 98 97 96 95 94 3 _ 2 91 90 � 89 88 87 , ' � BRIDGEHAMPTON , NY 11932 � I � � 631 537 3555 F 631 537 0558 � ° AD 80' - 9 1 /2" I 210 Edwards Village Blvd , Swte D-207 , PO Box 878 i , — Je � �q9i— _f.� ° P iJ�� fP— —$r .. �5e° [y° _ ,�ya�_ � — — _ _ — _ — I — I _ — — — �. Edwards, CO 81632 85' - 6 1 /2" � � 9 d CS .:1 � - -� — ' -An� _ � n�� — rt � — ' — I � �tAU tsu -y � �1 � I ' g y i o yz� 4 i � i I CV � � ISSUE/REVISION DATE NO I I ' „ N _ � AD 85'-3" � � � � I I � � OWNER REVIEW 16APR08 � `� TYPICAL PARKING DIM FOR ROW � I I I I I I I I I I I C CONSTRUCTION DOCUMENTS 8AUG08 " -I UP 5% � - - N — — — — — — — — — — — — — — — — — — 0 85' - 6 1 /2" , „ ,� , , „ I _ TOWN OF VAIL UPDATE 5FEB09 � I � m � � m � � m � RAMP DOWN I I N �` - Q" 1 12 SLOPE � ° AD 80'-9 1 2" � REVISIONS I � � � � ° AD 80' - 9 1 /2" � � � J - I I I I I I � I I I I I � DESCRIPTION DATE NO I � _ I nr i�r � � DN� � UP ACCESSIBLE LIFT I I � CMPT CMP CMPT � CMPT i i i i i i � i i i _ i i i i i i i i FOR BETWEEN _ c L � 1 ' � � — � ��' � FLOOR LEVELS � ° AD 8 ' - 9 1 /2 ' D RFI 538 5SEP08 1 I o 08 107 106 105ct� 104 103 102 01 10 99 � UP � � 'UP �� ° AD 80' - 9 1 /2" � _ T O V UPDATES O4NOV08 2 � � ; o I � � � � ( � � AD 80'-9 1 /2" UP '� '�"" "" "" � ( o � � T O V UPDATE 05FEB09 3 o ' �� I D � � � � � c� O fi o o � � o o � , � � � � � o � 'f; ° � �:-6 / ❑ AD 83'-3„ o PT MPT M T MPT MP MPT MPT MPT - o - - - - f ' ; ,,. C 1 2 P3 P5 P � � P7 P8 P9 P 0 �'� � / P12 P13 P1 P15 P16 P17 P18 19 P20 `� ,�' r 1 I 'n , ` '�'` o `� I , t , '�' / �, � — ' f — —� —f/)J / i I � — — — — ,' �� I � � � o1�0 / � ,,. ; ,� � �: � �, � � �� _ G I Q F j �Sy � �9/ y �'� �+ // \ Jiy' b ��f �f � �� '' / �� ff 1 1 � Q f `� D � � �� 4 ��A � � 6 O / '.' J, / I� �`' � � Y �' � , �`y �,., , , f` f`' ' ' � � D 85'-3" �"° e � � i > o0 � � � � — — — — " ., — — — — � — — �� y — — — — — — — — — , � � O . v% � � � / � / a, TYPICAL PARKING DIM FOR ROW � ' ;•'` I � I I �> PRIVATE PARKIPi'G SPACES N � I AD 8�'-3" I I � I I I I TYPICAL PARKING DIM FOR ROW � � ` � � � RE . A2 . 03 RE . A2 . 04 . , RE . 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P A PROJECT # 06232 . 00 , � , �� GENERAL NOTES E� � 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO � NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT 2 IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR BETWEEN THE DRAWINGSAND SPECIFICATIONS, NOTIFY �i ', THE ARCHITECT FOR RESOLUTION 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD PARTITIONSARE TO FACE OF STUD, U N O ' 4 FINISH DIMENSIONS ARE TO THE FACE OF FINISH AND NOTES ` FIN" OR "CLR' 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � � q � J� �� w � � �� ELECTRICAL PANELS , & WASHER BOXES TO ALLOW � +�"''� ! 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STORAGE � i � � I 00 r� O M 210 Edwards Village Bivd , Suite D-207 , PO Box 878 I G 0 � � � � I war s, 81632 9i0 920 41 a i — _ — AC� MPAC C3IvIP " �: — — — — — — � — D I G 3 10 104 1 3 102 101 100 ISSUE/REVISION DATE NO � � O 1 8 107 106 ° . P17 � � � OWNER REVIEW 16APR08 � � � � � I STORAGE I M P15 o CONSTRUCTION DOCUMENTS 8AUG08 o I PROTECTIVE � 03 24' - 3 3/4" CONC COLUM 6' - 4 7/32" 87' - 1 21 /32" gg� 2 � /2�� 89' - 1 31 /32" � TOWN OF VAIL UPDATE 5FEB09 P15 � 7 � @ �6" ABOVE F ' _ _ _ � � c REVISIONS 85' - 6 1 /2" � M � O " � � � � l� C DESCRIPTION DATE NO � CO � � ° P17 . ELEC '. 2 r� 85' - 6 1 /2" p17 PROTECTIVE �.,� / � M � CONC COLUMN 2�� RF1538 5SEP08 1 N � � o � � � �'oo @ 3'-6" ABOVE F F � � � c / _ P15 � _ _ _ _ _ _ , _ � ASI 10-A D LOCATION 19SEP08 2 °' � o i� 85' - 8 1 /2" v' ASI 22- DETAIL WALL ADDITION 060CT08 3 / ^ G 3 I � p � ' - 0" �oo ADA � � T O V UPDATES O4NOV08 4 , � � _ � � � � o ♦ 1 2 P3 P P5 P ' � N � � P17 1 ' - 6 1 /4" �°r° � � G _ � _ _ TELECOM P17 � _ _ ' � ` BOLL RD TYP _ _ _ _ _ _ _ � °' � 03 M � ° 1 ' - 3 /8" 3' - 41 /2" 7' - 1134" 3' - 514" � I c� � RO �, � ' � o DIRECTIONAL / Q - DELINEATORS � � ``� — � C� � � 85'-3„ " " H 2 � 4�° P� 109 r- SENSO LOOP � � � — — � — — — — — — — — 2 � / GATE � � s' - 7 3/4�� I 8, _ 6„ � , _ � „ � - - ' p _ � ao � � o 4 2 ° BARRIE GATE � 4 2 � � AD 85'-3" � � � P15 ° I 85' - 6 1 /2" I I � STAIR N N _ J � N P15 , � 110 — P15 S28 � " 15' - 0" � 11 ' - 7 3/8" 11 ' - 5" 6' - 0" 4' - 7" 13' - 3 1 /4" BOLLARD TYP 42 � • , CO � ' M 85\ 6 1 /2" �, � A 85'-4" � � ° � � , P15 � P� � " � - BOL ARD TYP , � - 8' - 10 1 /2" � � - 111 P15 P15 ' � M � � i•� J CV - I - M- - - - - - - - - - - CO �+ � O � � • • 1 _ � - � � � I � M (V � 00 �' � � M - - - - - -- - - r' � r , 12' - 0' 3' - 2 1 /4" �� 11 ' - 2 3/8" 6' - 6 3/4�� ; - - - - - ; . E LEV °' I K v 3 � RO i P15 i • • E3 ' • � P48 P47 P46 - � 41 P15 ,� 5' - � 1 /2" � (12/A1303)� i i � M � 1 _ _ - _ - P15 • P15 ^ � P15 � �� P4 P16C 85' - 61 /2" r - - - - �yi _ - -85' 61 /2" ' � � � 1 � _ � � � � P15 � - - - - uaii - � : o LIJ �/ � `� 85' - 61 /2�� ° _ � � � - - - - w� i - - � • . . • . . > � L.L � �``� L - - - - " ' - %` � �\ W , �� - - � F - - - - / ;_ _ "�� _ . _ _ � - O r � �i � � / I 1f1� �'° Z � � � - M O � : r - - - - �hi o �, 85' - 61 /2" o � 4 1 � 13' - 4 1 /8" . � G 45 �r �D r � � N I _ , o TORAGE N r - - - - u"'i� P15 `� 00 � � M � 1 ' - 8' � P 4 � - - - - �ui � `;' � P4 � � � ° AD 85'-4" ( 12/A13 0 ) _ � 5 3/04 ( 12/A13 03) - - - - ��j � ` , A5 03 �O — — — — — — �° � O O M _ �-�. - � � � - - - - - M - 13' - 4 1 /8" P16 � P16C STAIR � - - - � o0 � � � BOLLARD TYP � S2 � , P49 P50 P51 P52 P53 I o � Q � � N � P 4 P1 6C P 1 5 S 2- 00 � � ( 12JA13 03) � � �/ �/ � � nI � o �p�o P15 � �� `- 112 � I..L L L � ' 1` — M � � — — — — • - • 85' - 71 /2'9 — — — — — — — IV J � O � . M � I B LLARD TYP _ G —� � r T N . _ 8„ � 6� _ 4�� P15 � �— O O o � � � � � U � `Y' � �.I D 85'-3" 6 0 o � � P� 113 P15 ° � � �' � � � � SENSOR LOOP � � � P RKING BAY � /� � W � P — — — — — — 85' - 61 /2" � � � °, — — — — — M �2 — — — � vJ AD 5'-3" o � �n � GATE I II `� N ' ' AD 85�-s�� ° � � � , � �'`F �' I I I I � � M c0 � 2� - 91 / ` ' � I :� `� I L _ JL _ J 6' - 3 7/8�� ,J � - 114 85' - 6 1 /2" � O 4 0 BARRIER GATE � � � � ^ 1 � V J , ao r (FF = 85' 6 1 /2") 85' - 3 1 /2" , : 6 g/2"1 3/4" ( � o � 85' - 6 1 /2" ' 3�4�� 115 ELEVATOR I ' � 10' - 101 /4" 6' - 0" 101 N Q E EV VESTIBULE Ro 6 2 = — — _ — — — — — — — — � 3� _ 5�, � Q 101 . 1 �1 /A13 03) � � P22 .,� o � c.i N "' ] P7 BAR �IER GATE P104 P103 P 02 P101 P100 P99 P98 ' RE 1 /A9 . 01 G 101 , P7 � p25 0° - - � - � P16 ( 11 /A13 03) � � ' � CLOSET � � p P22 85' - 6 1 /2" 85' - 1 /2" d' "' '� O � �" P4 �, � _ � � o � _ — — — — — For Reference Only 1 � � . `° � � r, � P17 O I � P15 85' - 6 1 / " \ i� P7 N P7 P22 P2 P7 I _ � I , , _ � I - � - - - R ��li�l�/ED BY � - - - o - - - � , 5' - 3/4" `° 3' - 4 3/4" 1 ' - 1 1 /4" _ °' SEP 11 1009 1 R RO I SENSOR LOOP 85' - 6 1 /2" � io 2/ 8 7/8" 3 5/8" P15 �3��iC��:"�� CQg�� — �— — S S � P189 DIRECTIONAL C MPACT COM ACT COMPACT COMPACT COMPACT \ COMPACT COMPACT _ ELEV. � DELINEATORS 105 P106 P107 P108 P109 P110 P111 � , I ME HANICAL `� � \ GARAGE LEVEL ' 4' - 058" P188 101 . N i , 2� - 4�� _ 2' � 13/8�� \ � ENLARGED PLAN -AREA � 10" FROM FLOOR � .µ LANDING TO TOP � t!'2 I OF SUMP PUMP PIT � Zlo t P187 P15 PARKING BAY 2 \ V Q PLOTTED 8/19/2009 5 30 57 PM � T — 1, — — �� 5 I — — — — � 02 Q w � CHK'D BY Maggie Fitzgerald, AIA MATC H LI N E C � �O COPYRIGHT 2006 8Y DAVIS PARTNERSHIP P C , ARCHITECTS � � � � � � �. � � � � � � � � �� \ RE . 'I /A2 . O2 0 \ \ N SHEET NUMBER _ � � � O 1 � � � � � 2 � \ � � � � - GARAGE LEVEL - AREA 2 � 40 4 ° � . � 1 � /8�� _ � �-�� 2 3 4 5 6 7 C7 9 10 (ALL PLANS THIS PAGE) D P A PROJECT # 06232 00 FINAL CD ISSUE - 8 AUG 08 r � GENERAL N � TE � � 9 ` 11 12 13 14 15 16 17 18 19 20 8' - 10 7/8" 18' - 3 1 /8" 24' - 4 1 /4" 23' - 11 1 /2" 24' - 4 1 /4" 13' - 7 7/8" 13' - 6 1 /8" 5' - 6 7/8" 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO � NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT �� 5' - 11 5/8�� 11 7/8�� 21 ' - 0 1 /2" 28� - 0" 28' - 0�� 27' - 11 " 28' - � " 2 IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR ; BETWEEN THE DRAWINGSAND SPECIFICATIONS, NOTIFY THE ARCHITECT FOR RESOLUTION _ _ _ _ �_ _ _ _ � _ _ _ _ _ � _ _ _ _ _ � _ _ _ _ � _ _ _ _� _ _ _ _ �_ _ I _ _ 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD PARTITIONS ARE TO FACE OF STUD, U N O I 4 FINISH DIMENSIONS ARE TO THE FACE OF FINISH AND NOTES ` FIN" OR "CLR' 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � � �^ ` } - , - � A ELECTRICAL PANELS , & WASHER BOXES TO ALLOW � � �'1,�. � � t� �� RECESSION INTO WALL PROVIDE CONTINUOUS FIRE I I I I I I I I I � I RATING � 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6' FROM FINISH I FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , UNO 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO � 15 � SEE FIRE RATINGS, SOUND RATING , & DETAILS , ASSOCIATED $7 I I I I I I I I . ao 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 15 STORAGE � DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 ( I 15 04 15 I 15 I 9 DO RSANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 15 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 6' - 10 3/8" 14' - 10 1 /8" 21 ' - 7" 6' - 4 1 /4" ^' PER LIFE SAFETY DWGS 0225 MAIN STREET UNIT C101 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO EDWARDS, COLORADO 81632 I � I P3 � � � � I I ; STRUCTURAL DRAWINGS 970 926 8960 F 970 926 8961 � _ �_ _ _ � _ _ � 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND — — — � — — LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS 90' - 2 27/32" � - - DETAILED ON SHEET A13 01 U N O � �. MECHANICAL 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO � � I MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL I � c� P2 � O2 I COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE UP 5° P15 I 80' - 10" � � � 14' - 1 " I � `� PZ � P2 '� � � � N A 3 HOUR ASSEMBLY 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES 1 1 /2" DIA PIPE RAIL EACH SIDE � 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES STORAGE - P3 80� - 10�� , OF RAMP ON BRACKETS MOUNTED N 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND � AD 80�-10�� 3 - 2 � �2 TO WALL AT 36" ABOVE FINISH �o COMPACTS NOT TO BE LESS THAN 8' x 16' ALL DRIVE - 00 - N FLOOR WITH 1 '-0" EXTENSIONI � AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' �2 � �_ .- � , „ � °��° � ' - 6 7�8" 17' - 4 1 /4" � 4' - 6 3/8" � � AD 80'- 10" � o MINIMUM TYPICAL AT ENDS PAINT MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED � I 80 - 10 I I � I I r� � �n I � � ( PARKING co - N P3 � oo _ � 3, _ 4,. 4' - 6 3/8„ cfl P2 0o co ` — � — — 17 ANGLED PARKING TO BE 60° U N O M , „ N M � R O 10 3/4" `r P2 M 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING � P2 -ELEC PENETRATIONS, WALL PENETRATIONS, AND WALL � — — — — — — — — 1 - 2 5/8 � — — � — op , _ „ � _ �� C JOINING AND SEALING DETAILS U N O Y 1 ' - 1 1 /4" 3' - 2 3/4" 3� _ 4•� c� P3 � N , P3 „ 0 14 0 82 0 01 6' - 9 5/8" 3� _ 4�� 14' - 6 3/4" � 3' - 4�� 8" 12' - 1 1 /8" g� _ 4�� 2' - 0 3/4" R O � 0 4 - 5 3/4 C� RO o RO RO o P3 � _ � 5' - 51 /4" � - 82' - p" P3 � N P3 � m � 21 10 ALI N MIN , TYP � RAMP DOWN � G � ; � I � 'v� v ' �* ' P3 1 ' - 0" � 1 12 SLOPE 5 18 N LEG E N D � � � � � � F P23 , „ , , � s CORRIDOR � � � p G040J o0 12' - 7 3/4' 80' - 10" 19' - 2 3/ ' 7' - 7 1 /4" 7' - 7 5/8" 8' - 0" `� - P2 o BOLLARD 1936 MONTAUK HIGHWAY + � • - - - • � • - - - P15 - - • 12 - 8 � � P3 0 � � ' � P20 ' P20 27' - 2" P15 0 � ALIGN ALIGN 041 r, � �.,� � � � P2 BRID E AMPT N , NY 11932 � P3 - � - • � - � � � � � � � � � � � � � � 631 537 3555 F 631 537 0558 ' • o� o � o o� � o� � o� °� ' � •- -' • _ ACCESSIBLE LIFT _ 210 Edwards Vdlage Blvd Suite D-207 PO Box 878 r = � - r T � o `r o 0 0 0 0 0 � i- r r r T � � � FOR BETWEEN � ' TRASHRM TRASHR p� 5 � � � � � � � � � � , � UP � P15 � �`' � � � � � ' STAIRS P15 ' c7 ° � c.7 �7 C7 C7 C� � . 16 DN Edwards, CO 81632 I � i i i i i i i i i i FI (1(1R I FVFI C PZ D ' � �^ � i i i � � � 1G � � 10 ' � � � 9i092� 41 � 1 UN _ _ 01 1 _ . _ _ - - 5' - 3 3/4" — O 1 — b I AIKS i i i i i i i� i i _ � 3' - 4" 3' - 4" 3' - 4" 3' - 4" 3' - 4" 3' - 4" 3' - 4" 3' - 4" 3' - 4" ' i i i i i i i i i i CMPT • i i i � i � i i S3 g5' - 3 1 /2" . � � 10' - 7 3/4" - '' ' S4 ��='_�� P15 i " � ISSUE/REVISION DATE NO 00 � L 11 _ J -1_ - � i �TT '-T -1 RO RO RO RO RO RO RO RO RO � �- - 99 : i i i i i i 5 1 /2" , ., , ' „ , _ „ , „ , _ ,� , _ ,� , _ „ . ,. I � i : 84' - 8 1 /2" 3=-�_��i i � - - • EL , i i i i i i i UP P15 • � 1 - 2 1 - 2 � � _ 2�� 1 2 1 - 2 1 2 1 2 1 2 2 _ 2 3/4 � Q, � 7' - 10 1 /2" � UP i i i i i � P15 i P2 � � - • i i i i i i i � ' t� ❑ , � ' � � i i i i i i i o� OWNER REVIEW 16APR08 ' . i i i i i i � i � � y I � STORAGE 1 � C° ' � � � � � - ' CONSTRUCTION DOCUMENTS 8AUG08 _ . � rs�_ _ •L • M � p •- 1 A520 - � o a, ❑ • - - ' - ' � � � M o - ~ cn_ " � P15 04 � � • D • � • � ' ' - G � � � � ° I TOWN OF VAIL UPDATE 5FEB09 I = � � . ° ° , • � • P15 � o ao A5 19 I ' o P15 � — , � P15 ELEV� N - � N ELEV - • N � , _ „ l� � � , • — P15 — - - � a' 1 � - � ' o — "' io C . � � o - , " E4 2, _ 5„ 4, _ �„ � � _ �,� , . -� . . : � � . . . . . '_ . .' - � 0 6 1 /4" � E5 � RE � .✓ � i � - � � - � .� � _ e �� . � = • o _ C VISIONS 85 - 6 5/32 � R � P17 P� � � 85' - 0 5/32" 84 9 27/32 � P15 4, _ �� o DESCRIPTION DATE NO ° P15 19' - 2" � _ , ' P17 17 � P15 84' - 6 3/4„ o P15 � } P15 � 7 ` � � � �c, + P17 R O • • 84' - 4 25/32" � RFI 538 5SEP08 1 1 _ _ c STAIR . , � 84' - 8 /16" ,/ �,/ � �, 84' - 4 13/16" � �- ASI 10-A D LOCATION 19SEP08 2 �' � ELEV VEST P4 �,/� � ADA ° ALIGN - 19 _ 2 - I ASI 22- DETAIL WALL ADDITION 060CT08 3 P13 RF1646 240CT08 4 v • � QD P16C ALIGN P7 pg P9 P10 r��i �� P13 �� yA13 03) p4 � r; T O V UPDATES O4NOV08 5 c� , P16C ( 12/A13 03) 0 85� _�3 1 2� � /` $5' - 1 31 /32" _ � 84' - 8 1 /2" � P16C � � , � � `, � � , � � � RF1606 25NOV08 6 of P4 � � _ _ _ _ _ o — _ — R O _ _ � _ — G T O V UPDATE 05FEB09 7 � � ( 12/A1303) P4 P16 � � N � ( 12/A13 03) 85' - 3 1 /2" � 84' - 7 1 /2" P16 ( 12/A13 03) / TOV 119 17JUN09 9 � � ' � 9 85�- 5 3/16" � - - - • � • I 6' - 6 7/8"� ,/� 11 ' - 1 1 /4" 18'� 8 3/4"� 1 ' - 11 1 /4'� i i I 84' - 6 1 /8" p4 P16C � 3' - 11 5/8" 4 1 /4" _18' - 9 1 /4"_ _ 20' - 8 1 /2" — — — — — — — — — — (12/A13 03 — — — 4 (FF = 85' - 3 1 /2") 85' - 3 11 /32'� ELEV VEST (FF = 84' - 7 1 /2") 84' - 8 1 /2" I � A5 04 I I I STAIR I I I � � � I I � ( � 85' - 6 1 /2" ° � S28 � A5 04 �- , bo N I I I � � I I I I UP 0 . 8% � , _ , � � , I I I I � I I I �;, - - - - - - - - -i-- - - � . � - - - - - - - - - - - - � �` P45 P44 � P43 P42 � P41 P40 P39 � P38 37 P36 P35 � P34 � P33 32 P31 3' r °r° K U \ CV I 84' - 4 13/16" � � P15 `�' J 85' - 5 3/16" 85' - 4 9/32" 85' - 2 17/32" 85' - 0 5/32" 84' - 11 7/32" 84' - 8" 84' - 7 15/32" \ 84' - 6 1 8" 84' - 4 9/32" o 84' - 9 27/32" � � ^ I I I I I I > � � c� . . . � . _ .. . , � . � . . . .. . . - _ -. . _ : - . � — I.,O . , . - . � - . , • . - - . . , . . � . : . , ,. _ . . . _ � , w � 85' - 5 5/32" 85' - 4 5/16" 85' - 2 17/32" 85' - 0 5/32" '� 84' - 9 27/32" 84' - 8„ 84' - 7 15/32" 84' - 6 1 /8" a 84' - 4 9/32" � � � �� M Z , � 84' - 4 13/16" °,' � � � _ I I — I — — I � — I — — I — — I — —� � � - - - - - M _ � Q O I P53 P54 P55 P56 P57 P58 P59 P60 P61 P62 P63 P64 P65 P66 P67 °��° � 8 I � � O � � o' � � � � I I I I I I I I � Q �/ �/ — — — — — — — — — — — — — � — — — — — — — N � W O W N � J �.. � O O O I � � � � � � � � � � I- U � ° (n cn � � Q � � - - - - - - - - - - - - - - - - - - P W - (� ° ss' - 6 1 /2�� PARKING BAY 3 I I I I I o � Q — `� I 02 I � � � � � � � UP 0. (3"/0 � � J , � I I I I I I I I I � I °° � � _ � ( � �� I I I I I I I I I — — — — — — — — — — — — — — — — — Q 0 P98 P97 P96 P95 P94 P93 P92 P91 P90 P89 P88 P87 P86 P85 P84 P83 � � I I I I I I I I � � � I � P15 � For Re#erence nly 85' - 5 5/32" 85' - 2 17/32" 85' - 0 5/32" 84' - 9 27/32" 84' - 8" 84' - 7 15/32" 84' - 6 1 /8" 84' - 4 13/16" , ,. , , , , 84 - 4 9/32 �' - - - - ° R . _ . . . . _ . . , . . . . _ . . . . . . , . . � . . . 85' - 6 1 /2" 85' - 6 15/32" , „ � _ �� 85' - 6 15/32" 85' - 6 15/32" 85' - 6 15/32" g5' - 6 15/32" 85' - 6 1 /2" I 85 - 6 15/32 85 6 1 /2 � � ( � �'��ED B1� � ' � � _ _ _ � _ _ _ � _ ► _ � � _ `° SEP 1 ]. 2009 COMPACT OMPACT COMPACT COMPACT MPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMP T COMPACT S �A�� Co�Ar�� P112 P113 P114 P115 P116 P117 P118 P119 P120 P121 P121 P123 P124 P125 P126 P12 P128 I I � � � � � _ GARAGE LEVEL � i � Z � � W � ENLARGED PLAN -AREA � = Q = N #3 V ( � I I PARKING BAY 2 I I I I I U I a 02 I � � � � PLOTTED 8/19/2009 5 31 19 PM - - - - - - - - - - � - - - - - - - T MATCH LINE CHK'D BY Maggie Fitzgerald, AIA � � � � � � - � - - � �O COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS RE 1 /A2 06 1` O N SHEET NUMBER f GARAGE LEVEL - AREA # 3 � - � 1 /8" = 1 '-0" ■ (ALL PLANS THIS PAGE) FINAL CD ISSUE - 8 AUG 08 D P A PROJECT # 06232 00 ` i ' 2 GEiVERAL N � TES i "�$i, �sss ` 21 22 23 40 2 25 40 26 27 28 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO r I NOTAPPEAR ON THE DRAWINGS, NOTIFYARCHITECT 19' - 1 " 19' - 1 7/8" 23' - 10" 16' - 8 1 /8" 19' - 0 1 /2" 15' - 3 1 /8" 7' - 4" 2 IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR BETWEENTHEDRAWWGSANDSPECIFICATIONS, NOTIFY THE ARCHITECT FOR RESOLUTION 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD — — — — — — — — — — — — — — — — — — — — — — � — — — — — — � PARTITIONS ARE TO FACE OF STUD, U N O ' 7 - 7 5/8 27 - 10 23 - 7 1 /4 26 - 5 3/4 15 - 10 19 - 0 4 FINISH DIMENSIONS ARE TO THE FACE OF FINISH AND ' 4 O NOTES ` FIN' OR "CLR" I A _ 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � � �. � �� 7 � �•+ �� I� . . _ ELECTRICAL PANELS , & WASHER BOXES TO ALLOW f �w�+ _a\o , , . � . _ �`," �.,� . � RECESSION INTO WALL PROVIDE CONTINUOUS FIRE u;�,r � � � RATING � �ji E BMS : � ❑ AD 80'-9 1 /2" � AD 80' 9 1 /2" 15 N 3' - 5 3/8 ° 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6" FROM FINISH � �I' � O5 N FUEL OIL PUM ' I � FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , � 7 1 /4" I - 01 I �� AD 8 ' - 9 1 /2" � U N o I rn 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO 4' - 7 3/8" 7' - 10 3/8" 4' - 2 3/8' ' SEE FIRE RATINGS, SOUND RATING , & DETAILS 15 15 �' � ASSOCIATED 3' - 0" ' 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 P2 � � P17 DOM STIC � � DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 � ao WATE PUMP _ 9 DOORSANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 15 � � 5 � � P� 5 R OM � 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 ' � � AD 80' - 9 1 /2" � � , „ � M � PER LIFE SRFETY DWGS EDWARDS, COLORADO 81632 �,.� g _ g C� � O � c� 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO GENERATOR � � 016 ' STRUCTURAL DRAW INGS 970 926 8960 F 970 926 8961 Z'� `� 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND I B � � ��p _ — LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS � � D 80'-9 1 /2" ALIG 6' - 9 5/8" 8" 6' - 4 3/4" °�° `1' DETAILED ON SHEET A13 01 U N O v � I � 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO � e � ALIGN _ R � � MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL I � I °O COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE � 1 ' - 3 /8" � _ - A 3 HOUR ASSEMBLY P� � CV N 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES � � `- 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES � � I N I � 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND � 027 _ � io COMPACTS NOT TO BE LESS THAN 8' x 16' ALL DRIVE � � � � � � AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' c+� p MINIMUM FOR ONE WAY TRAFFIC FOR 60° RNGLED ' P17 �' � PFlRKING � � � 17 ANGLED PARKING TO BE 60° U N O i o MECHANICA 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING � < 4 0 PENETRATIONS, WALL PENETRATIONS, AND WALL � - JOINING AND SEALING DETAILS U N O I N N �, � � _ 19 ALL RETANGULAR CONCRETE COLUMN WRAPS SHALL HAVE � � (�9 � o , _ 9 3�4„_ � N 3/4" CHAMFERED CORNERS I `�' P17 � _ ' P15 � 15' - 10 1 /4" 10 5/8" 3' - 4 /4" � ' Zo � ' � �� N � 40 LEGEND ' R _ � 4 0 - 7 1 4" 028 - N I 00 � - � `r 1936 MONTAUK HIGHWAY � � M � � cfl O �1 d' � � I o BOLLARD BRIDGEHAMPTON , NY 11932 � ' � � 631 537 3555 F 631 537 0558 _ � N MECHANICAL P2 P2 M 80' - 10" 02 _ � � I � I 210 Edwards Vdlage Blvd , Suite D-207 , PO Box 878 ' � °,° c.i 7' - 6 1 /2" 8' - 5 5/8" Edwards, CO 81632 D :� P, � M � N o ' _ yiu yz� 4 � 5 � CV 11 ' - 9 1 /4" 3' - 4 3/4" 10' - 5 1 /8" � � 9 N , O _ � (� I o� 1 ' - 11 5/8" M 19' - 8 1 /8" ' - 6 1 /2" 8' - 4 3/� � qD 80' - 1 /2" A5 18 r � ISSUE/REVISION DATE NO 11 1 /4" ' � • - -R O � • � F� � EM ELEC R O p2 `O A5 30 , I OWNER REVIEW 16APR08 , a' � � ❑ � P15 83' - 9 1 /2" � � � � P15 ° CONSTRUCTION DOCUMENTS 8AUG08 I 84 - 0 5/16 � �� N - � „ � � TOWN OF VAIL UPDATE 5FEB09 83 - 10 7/16 I • � • � • • � . 4 - 6 • � • � - - • • � � E G017 G023B N _ � . _ �• ` • = , . , - REVISIONS / 84' - 1 5/32" 83' _ g � /g�� _ � AD ' / � N 84 - 1 1 /4" I o DESCRIPTION DATE NO � � 83' - 6 5/8" i � � i.i � AD 83'-3" � I � � ��` � ' / / / �, �,^ c� � � � � �n I RF1538 5SEP08 1 F ' ' " � — ASI 10-A D LOCATION 19SEP08 2 COMP T COMPACT COMP CT COMPACT / COMPAC COM ACT COMPACT C MPACT CO ACT • � N • I T O V UPDATES O4NOV08 3 � / P12 P13 P1 P15 P16 P1 P18 P19 P20 � P15 I °��° MECH ROOM P15 I � � TOV RESPONSE 09JUL09 4 co ,. ,� 0 2 � . , � `- � � 83' 8 5/16" � ' 5 � � , _ � �� ' 3, � � „ ,�"� � � � • N G � — 1 • d. � • 4 0 ' - 4 1 /8" 13' - 8" � 5 3/8" 12' - 8" I I � � � ) R O �n P15 AD/GD NEEDED IN TH S LOCATION 20 6'op r� • . • OLLARD TYP = � • - • • • � • � � 2 2 • � -°�° ' ` O 40 - M v o TUBE STEEL oo ' � � 0 4 0 o I CAR IMPACT PROTECTION - � ' `'' � I N STAIR RE STRUCTURAL � � , S28 � I N � „ P21 � 4' - 2 25/32" . 84 - 4 1 /2 � G D 83'-6 3/4" - � - -a\o 83' - 8 1 /8" - 00 8 ' - 2 6" ( ao � I _ �, �, N 3 � � � TORAGE � I M a 2 � P22 03 84' - 4 5/ 16" � c� � J - — . oo `L � � BOLLARD TYP 83' - 8 9/32" P17 � � — — — — — — COMPACT — � — — — — — — _ — , - „ �` 00 P30 P29 P28 83' - 10 7/16" 83' - 8 1 /8" �BOLLARD � 84 - 4 9/32 '! ,, � T P27 ��/'"� �n ' _ f\ 23' - 10" 1 ' - 0"' �� 23' - 10 3/8" 2' - 10" 21 ' - 8 1 /4" � � J P15 r'- P15 `� � P23 � _ 71� AD 83'-11 " M . 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W � � ' � Z � o PARKING BAY 2 ��`` `° �- J , V Q � � 02 � �O�o 17 / / � PLOTfED 8/19/2009 5 31 28 PM T �_ � � �-�— � Q W � I � CHK'D BY Maggie Fitzgerald , AIA / � � MATCH LINE � �O COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � �-� � �� RE 1 /A2 06 � N SHEET NUMBER y / 1 2 / 40 40 - GARAGE LEV l�- 'AREA #4 . (ALL PLANS THIS PAGE) 1 /8" = 1 '-0" D P .A PROJECT # 06232 . 00 FINAL CD ISSUE - 8 AUG 08 � GENERAL N � TES 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO r NOT APPFAR ON THE DRAWINGS, NOTIFY ARCHITECT , 2 IF DISCREPANCIES OCCUR BETWEEN DRAWINGSOR ° BEfWEEN THE DRAWINGSAND SPECIFICATIONS, NOTIFY #) THE ARCHITECT FOR RESOLUTION 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD PARTITIONS ARE TO FACE OF STUD, U N O ' 4 FINISH DIMENSIONSARE TO THE FACE OF FINISH AND NOTES ' FIN" OR "CLR" 5 FLOOR PLANS NOTE LARGER STU �S AT PLUMBING WALLS, � � � ' f� �� ELECTRICAL PANELS, & WASHER BOXES TO ALLOW f�•�4 RECESSION INTO WALL PROVIDE CONTINUOUS FIRE RATING 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6" FROM FINISH FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , UNO 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO SEE FIRE RATINGS, SOUND RATING , & DETAILS ASSOCIATED 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 DOORS 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 PER LIFE SAFETY DWGS EDWARDS, COLORADO 81632 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO STRUCTURAL DRAWINGS 970 926 8960 F 970 926 8961 '12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS DETAILED ON SHEET A13 01 U N O 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE A 3 HOUR ASSEMBLY � 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES '' 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND I� 1 2 3 4 5 6 7 8 9 10 W 11 12 13 14 15 17 18 c 1 20 w 21 22 23 24 25 -26 G 27 28 COMPACTS NOT TO BE LESS THAN 8� X , 6' ALL DRIVE 7 2 Z 1 2 16 _ _ _ 1 .. _ Z _ _ _ _ _ _ � _ _ _ _ � � � V _ _ _ _ AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' 1 4 p J 4 O 4 O J 4 O 4 0 4 PARKING FOR ONE WAY TRAFFIC FOR 60 ANGLED _ = 17 ANGLED PARKING TO BE 60° U N O 4 0 � _ 5�� (,) 8' - 10 7/8" 5' - 5 1 /8" 5 - 6 7/8" U 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING 10' - 3" 26' - 8 1 /8" 11 ' - 7 3/8" 6' - 0" 10' - 4" 21 ' - 4 3/4" 19' - 1 1 /8" Q 27' - 5 1 /8" 18' - 3 1 /8" 24' - 4 1 /4" 23' - 11 1 /2" 18' - 11 1 /8" 13' - 7 7/8" 13' - 6 1 /8" Q 21 ' - 10" 19' - 1 " 19' - 1 7/8" 23' - 10" 16' - 8 1 /8" 19' - 0 1 /2" 15' - 3 1 /8" 7' - 4" PENETRATIONS, WALL PENETRATIONS, AND WALL BA R N JOINING AND SEALING DETAILS U N O • 413' - 0" � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A T � � -I ' - J AD 80'-9A❑ 80'-9 1 / " I� � � � CMPT CMPT � � I CMPT CMPT � CMPT � CM T I � ' I CMP � � CMPT � CMPT � CMPT I I I I A[� 80' - 9 112'� 1936 MONTAUK HIGHWAY i � I I � B R I D G E H A M P T O N , N Y 1 1 9 3 2 39 38 I " 37 36 35 , 85 84 8 82 81 80 7 78 77 76 5 74 73 72 ' 71 70 69 68 67 00 631 537 3555 F 631 537 0558 _ I I : I I I I AD 80' - 9 1 /2" I 210 Edwards Vdlage Blvd , Suite D-207 , PO Box 878 � �� - B • � A D 80 -9 I /2 �/ Edwards, CO 81632 ' I \ _ � 070 02G 4161 I N DN 5°/O c� ISSUE/REVISION DATE NO � TYPICAL P RKING DIM FOR AD 80'-10" I � �. � � I AD 85� 3�� I ADI99�-s�� I � � MAINT IN 7'-6" MINIMUM LEAR HIEGHT IN LL PARKING P CES AND RIVE AIS ES � � AD 9$�-3�� OWNER REVIEW 16APR08 N G' C CONSTRUCTION DOCUMENTS 8AUG08 � P 5% _ TOWN OF VAIL UPDATE 5FE609 1 ° � � 9' - 0" , ,. � 1 � 4 0 REVISIONS 4 0 I � � ; `' �' ` , � ' ,�' ,.�`� ,; ' AD 80' - 9 1 /2" � DESCRIPTION DATE NO � I I I I pN � DNV � I � �M I I � D T O V UPDATES O4NOV08 1 � 48 47 46 f UP 66 65 64 63 62 �P 61 60 59 $ � o AD 0' - 9 1 /2" AD 8 ' - 9 1 /2 ' � T O V UPDATE 05FEB09 2 � � ° � I o AD 0'-9112" - o � f � � � ; y ' � � ' o ° r' E E, o 0 0 0 - � o o �.••' o AD 83' 6 3/4" AD 83'-3" "' � � F `` _ F - M _F� DA VA CMPT CMPT � , �' _ c CMP 50 51 ;; � 5 5 54 55 56 57 � ' A3 03 1 � � �.,, g - ;AD 99'- 10" _ MIN HEIGHT _ � :. 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GENERAL NOTES � v 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO - NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT 2 IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR BETWEEN THE DRAWINGSAND SPECIFICATIONS, NOTIFY THE ARCHITECT FOR RESOLUTION 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD PARTITIONSARE TO FACE OF STUD, U N O � 4 FINISH DIMENSIONSARE TO THE FACEOF FINISH AND NOTES ' FIN° OR "CLR° 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � � � f� �� ELECTRICAL PANELS , & WASHER BOXES TO ALLOW �`"'� RECESSION INTOWALL PROVIDECONTINUOUS FIRE I�� i��l'i � I�I�' �"� � ��3>;;,�V� �' U�yi� li � i' i � ��il RATING �il� ( i� �ll I,I �� .��,� I 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6° FROM FINISH ` �� , � ; s ' FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , UNO 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO SEE FIRE RATINGS, SOUND RATING , & DETAILS ASSOCIATED S AREAS WITH DEFERED SUBMITTAL TAG INDICRTE 2301 BLAKE ST , STE #100 DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 DOORS 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 PER LIFE SAFETY DWGS EDWARDS , COLORADO 81632 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO STRUCTURAL DRAWINGS 970 926 8960 F 970 926 8961 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS DETAILED ON SHEET A13 01 U N O 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE A 3 HOUR ASSEMBLY 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES 15 REFER TO 3HEET Al2 02 FOR EXTERIOR WALL TYPES 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND COMPACTS NOT TO BE LESS THAN 8' x 16' ALL DRIVE 'i AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' � MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED PAR KI NG 17 ANGLED PARKING TO BE 60° U N O 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING gA R N E PENETRATIONS, WALL PENETRATIONS, AND WALL JOINING AND SEALING DETAILS U N O - 1936 MONTAUK HIGHWAY ' BRIDGEHAMPTON , NY 11932 � 631 537 3555 F 631 537 0558 210 Edwards Village Blvd , Suite D-207 , PO Box 878 Edwards, CO 81632 y / U yLb 41b1 ISSUE/REVISION DATE NO OWNER REVIEW 16APR08 CONSTRUCTION DOCUMENTS 8AUG08 TOWN OF VAIL UPDATE 5FEB09 REVISIONS DESCRIPTION DATE NO ASI 2-UL UPDATING 21AUG08 1 ASI 12-WALL CHANGE AT GRIDS 27APR09 2 B + 20 T O V UPDATES O4NOV08 3 CCD 059 10NOV08 4 1 2 CCD 058 -WEST TRELLIS 25NOV08 5 1 2 3 4 p 4 5 6 7 � 4 � 9 � � CCD 056 -STOREFRONT 25NOV08 6 CCD 067 - STOREFRONT 12DEC08 7 10' - 3" 26' - 8 1 /8" 11 ' - 7 3/8" 6' - 0" 5' - 5" 10' - 4" 21 ' - 4 3/4" 19' - 1 1 /8" UPDATES 9' - 10 1 /2" 2 - 5 3/4" TOV RESPONSE 09JUL09 8 � � � _ 5 � �2�� (FF = 100'-0") 99' - 9" I � (FF = 100'-0") 99' - 9" TOV 118 17JUN09 10 _ C3 (FF = 1 0'-0") 99' - 9" C3 C3 EXIT C3 C3 �T� � � _ HEATER EXIT DOORS 104S MATCH LINE 1 — — — � � � 104 E1 T � � � � � � � � � T 145 � � N � � � RE 1 /A2 09 � _ � �, w � I 2 R o � � ° BREEZEWA - - - • 4 1 � 104S 3 07— � `" 26' - 9 1 /8" 10' - 2 7/8" 3' - 4" 5' - 0 3/8" , _ 4 3/4" 144 17' - 3 7/8„ A3 06 I �` � I 1 1 N � � � (FF= 100' - 0" � 1 ' - 7 3/4" R O 8' - 10 5/8" 3 • • A � A3 07 � 7 - 7 40 - 1 - 0" 64' - 1 " 7' - 111 /4" 40 � 00 — � C `�' : � 10 3/8" 7' - 10" 2' - 6" 7' - 10" 3�' - 9 1 /4" � � 7' - 10" 2' - 5 3/8" �' r� — o �� _ � � 103S 1 5 SF UCT 103S D ( I I 1 _ __— _ � bo - F� 2 �- ABOVE — — _ — — U 4 1 � � - - - M � C3 - - C3 - - - A5 05 - - � � C3 5� _ 9„ o �� 1 M 3a � EXIT 4 � � � C o A3 06 I J � - PASSAGEWAY P� 3 103S '�' 103S P19 RETAIL C3 J A3 57 1 1 N ti o � 118 � � T� � ALIGN 104 "' W - � - ' � T / _ \ • • � • - p 3 � .. 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STAIRS - � I � P19 � � I S6 1 c3 STORAGE ' � oo� - o�� • � 105S LEVEL 1 ENLARGED I 5 � � i � 30 � , F - - - - i' P . PLAN -AREA #2 M I- - - - - �I � , „ , „ �n P20 , L -_ -_ -_ -_ Ji , P1 P25 (FF = 100'-0") 99' - 9" � 105 E1 i A3 07 � PLANTER AREA ( FF = 100 r0 ) 99 - 9 � � I � I i = _ _ = ii _ i I EXIT BY TENANT C3 � � � ' • r — = = ��i _ - - i • P SAGEWAY ( I I C3 • r �� r , � 60 PLOTTED 8/ 19/2009 5 32 18 PM � C3 • � - - � �� - - - - 1 I 145 � � R F - -� - - - - - 1 (FF - 100'-�") 99' - 9" C3 �" CHK D BY Maggie Fitzgerald , AIA T — — — — �� — � � -- — — — — — 104S =- - — T MATCH LI N E � � � I � OO COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C ARCHITECTS � � e � � � J � � � � � � � � � A4 50 ^ ' = RE : 1 /A2 08 C3 4 � � V SHEET NUMBER � • � • � • 4 2 1 2 A3 07 ` LEVEL 1 - AREA #2 40 40 1 (ALL PLANS THIS PAGE) � 1 /8" = 1 '-0" FINAL CD ISSUE - 8 AUG 08 D . P A PROJECT # 06232 00 � , 2 3 GENERAL NOTES � � 1 � 1 1 �2 1 �3 40 1 �4 40 1 �5 40 1 �6 1 �7 1 �8 1 �9 2�0 ' 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO y NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT > 8' - 10 7/8" 18' - 3 1 /8" 24' - 4 1 /4" 23' - 11 1 /2" 18' - 11 1 /8" 5' - 5 1 /8" 13' - 7 7/8" 13' - 6 1 /8" 5' - 6 7/8" 2 IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR ; � BETWEEN THE DRAWINGSAND SPECIFICATIONS, NOTIFY '> 13' - 1 5/8�� 28� - 0" 28� - 0�� 27' - 11 " 26' - 7 3/8" 10' - 9 3/8�� THE ARCHITECT FOR RESOLUTION A5 24 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD 90' - 5 1 /2" PARTITIONSARE TO FACE OF STUD, U N O — — — — � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 4 FINISH DIMENSIONSARE TO THE FACE OF FINISH AND NOTES ' FIN" OR "CLR' 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � � � f� �� ELECTRICAL PANELS , & WASHER BOXES TO ALLOW �``� � � � � � � � • ii � '� >' k: �l � _ il 1 �,} r`» ' A A RECESSION INTO WALL PROVIDE CONTINUOUS FIRE �I� �� i 4 �I' > 3E» �� RATWG Ii��irii��; �. ..». 34 � _ _ - � 6 DOOR ASSEMBLIES W CORE & SHELL ARE 6" FROM FINISH r - ( I FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , UNO I I � - � 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO 1 I � SEE FIRE RATINGS, SOUND RATING , & DETAILS 4 07 � � 4 �� ASSOCIATED 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 CMPT COMPACT COMP CT � ° � COMPACT COMPACT I � I DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 � � " � I � 9 DO RSANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 35 ` 8 85 84 83 82 81 80 79 � 77 76 75 74 73 72 � �$ I I I 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RRTED WALLS, I I I � • PER LIFE SAFETY DWGS 0225 MAIN STREET UNIT C101 ( - � ( 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO EDWARDS, COLORADO 81632 STRUCTURAL DRAWINGS 970 926 8960 F 970 926 8961 � � 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND ( I LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS �I I " , i DETAILED ON SHEET A13 01 U N O B _ _ _ _ _ _ — — — — — — B 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL 91 ' - 7 13/16" ' � • � ' � � ' • COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE 2 � 2 A 3 HOUR ASSEMBLY 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES 4 O 4 O 1 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES � DN 5% 16 COMPACTS NO TO BE LE S THA 8Bx 16' XA$LADRIVE � cv I AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' ' MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED � PAR KI NG � ° o AD 80'-10" 0 17 ANGLED PARKING TO BE 60° U N O � I ' 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING 2 - � 2 � PENETRATIONS, WALL PENETRATIONS, AND WALL A R N � Y � N � � JOINING AND SEALING DETAILS U N O — — — — — — — — — — — 40 — — — — — � 40 27' - 2" 2' - 103/8" 3' - 3" 6' - 65/8" 48' - 0" 9' - 45/8 ' ' - 73/8" 27' - 2" � 2 2 1 E CV 2 2 �+� A5 08 A5 18 ' 1936 MONTAUK HIGHWAY . 1 I � A5 �� N � BRIDGEHAMPTON , NY 11932 4 0 N �' 631 537 3555 F 631 537 0558 � P15 P17 I P17 AL GN p� 5 `° '' ALIGN 16 � � 210 Edwards Vdlage Blvd , Suite D-207 , PO Box 878 � � � � � � � � • • • • � Edwards, CO 81632 ,� , • , o (FF= 100' -IO" ) ' - .,� . , f 46 � • STAIRS . . pN . - - P15 � � a I (FF= 100' r 0" ) P 0 `� P15 9i O 920 4131 I 0 � �' P20 � P15 �N STAIRS � I p _ _ ,.F _ _ _ _ _ _ _ � _ _ _ p ISSUE/REVISION DATE NO � � � P20 p20 P17 66 65 64 63 62 � P20 • `;' 61 60 � ' 124 ° � I . . _ � UP _ P20 LIGN _ a I (FF- 00' - 0" ) � OWNER REVIEW 16APR08 P15 • - � P20 P15 UP I I � CONSTRUCTION DOCUMENTS 8AUG08 , „ • - , _ „ � . • � , TOP O CIP= 99'-8" P17 17 � • 4 4 1 - � � - - �.;� P19 TANKLESSo (FF- 1 0' - 0" a � � I o TOWN OF VAIL UPDATE 5FEB09 � , WATER � TRASH M ' I Ro _ ao •� - � - � • - .. � � HEATER PTOWMELT P15 ° � � 2H � • • • • � • . . , , e- I � � REVISIONS � DESCRIPTION DATE NO N LE . P17 � , ,�'. P20 � P15 ELEV : P� s � I N E ' ' — — 20 — � - � 12 � P15 . E5 � 0 6' - 8" ' E � � P15 ° ° M 14 P21 p21 P15 P15 � �� R O � � RFI 587 030CT08 1 � _ � , P15 I ° I � MEN P7 P� � � � `r' � ASI 22- DETAIL WALL ADDITION 060CT08 2 ' RF1697 06NOV08 3 A D A V A — �n c i 7 M E N F RFI 607 10NOV08 4 F _ ` . -, . : � e o _ . . . . - - . . � — — ' 51 � � " 2 , „ • 4' - 0" '� � � �.;� p� q � 27 " 4' - 0" (FF= 1 0' - 0" ) _ � ;._, _ I RFI 606 25NOV08 5 (FF= 100 - 0 ) � � P14 C M C M AC 17 � R O � p� 3 ALIGN � � CCD 063 - ZAMBONI AND 01 DEC08 6 M LI N �, R O �. P14 OP OF CIP= 99'-s" , � � STORAGE M I M � 3 5 5 TORAG / `y ELEV EST � � CCD 067 - STOREFRONT 12DEC08 7 � ELEV E$ � � P17 AD 99'- 1 " C° AD 99'- 11 " AD 9'- 11 " M G — � — � _ _ — — � UPDATES � 2 P4 DRINKING � � 25 P� � _ _ "' P4 P4 � � P14 P14 �. P17 � P4 P4 P4 P4 . 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A3 07 ASI 007B � I105S I 111S LEVEL 1 ENLARGED 5 � 3 PLAN —AREA #3 W 40 Z o A3 07 � W `- Z � _ _ Q 1 3 10 J c�y � 2 Q � � `- A3 10 H _ � PLOTTED 8/ 19/2009 5 32 39 PM Q W Q W � � � � 7 CHK'D BY Maggie Fitzgerald , AIA T — — — — — — — — — — — — — — O COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS MATCH LINE - - - - - - - - - - - - - - - N SHEET NUMBER - RE : 1 /A2 . 12 � � � 1 � 2 � 3 � � � � � . LEVEL 1 - AREA # 3 40 4 ° � (ALL PLANS THIS PAGE) � 1 /8" = 1 '-0" FINAL CD ISSUE - 8 AUG 08 D . P .A PROJECT # 06232 . 00 t t �,,,�.,�.�„"'�., ' 2 G E N E RAL N 4T ES q� ae� � � F 21 22 23 40 2 25 40 26 27 28 � 19� - 1 " 19� - 1 7/8" 23� - 10" 16� - 8 1 /8" 19� - 0 1 /2�� 15' - 3 1 /8" 7' - 4" 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO ` BEOTWEEN THEOD AWIN SAIND SPEC FI AT ONSTNOTIFY �II � 18' - 8 1 / " 27' - 10" ' 1 5/8" 34' - 1 3/4" 26' - 3 7/8" 5' - 5 5/8" ' - 10 1 /8" 2 IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR �, THE ARCHITECT FOR RESOLUTION 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD 4 PARTITIONSARE TO FACE OF STUD, U N O _ _ _ _ _ _ _ _ _ _ _ _ — — — — — — — — — — — — � 4 FINISH DIMENSIONSARE TO THE FACE OF FINISH AND P 12 0 NOTES ` FIN° OR "CLR" � � � � � � 4 0 5 FLOOR PLANS NOTE LARGER STUDSAT PLUMBING WALLS, � � � � �� j � � � ' � ' • • � • ELECTRICAL PANELS , & WASHER BOXES TO ALLOW i A _ _ _ � — RECESSION INTO WALL PROVIDE CONTINUOUS FIRE � _ _ , _ � � ' ` ' � � ' RATING - � - - - 11 /4" I 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6° FROM FINISH I - I � I - - • - 3' - 4 3/4" ' - 6 1 /8�� U N OOF ADJACENT PARTITION TO EDGE OF DOOR LEAF , II � � � � 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO , � - 15 _ R �' � M SEE FIRE RATINGS, SOUND RATING , & DETAILS � ASSOCIATED Io I C MPACT C MPACT � � in U I - I � 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 � � ' D I A G R A M A T I C P U R P O S E S O N L Y D E N V E R, C O L O R A D O 8 0 2 0 5 � � I I 71 70 69 68 67 � ' p25 � I °r° I I 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 � • • DOORS � • � I • I 1 I � _ I '10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 PER LIFE SAFETY DWGS A5 24 I � I A5 26 I 1 P25 � • 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO EDWARDS, COLORADO 81632 ' AD 80' - 9 1 /2" P 12 0 ( I STRUCTURAL DRAWINGS 970 926 8960 F 970 926 8961 � P16 ( 11 /A13 03) � � 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND B � � I P25 _ — LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS DETAILED ON SHEET A13 01 U N O t • • • � � 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO � • I I I I N MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL � � ch COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE N A3 HOUR ASSEMBLY 16 A5 2� I I 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES DN 5 /0 98, - 7„ � � N � 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES � p � 16 ALL FULL SIZE PARKWG SPACES TO BE 9' x 18' AND � LOCATE WALLS AS CLOSE TO DUCT COMPACTS NOT TO BE LESS THAN 8' x 16' ALL DRIVE • � . AS POSSIBILE TO ALLOW MORE AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' I � I SPACE ON OFFICE SIDE MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED ' ' � � PARKING ° ( 17 ANGLED PARKING TO BE 60° U N O _ 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING R N E 1 N � �� • � PENETRATIONS, WALL PENETRATIONS, AND WALL 0 4 0 JOINING AND SEALING DETAILS U N O . • 6' - 4 3/4" � CORRIDOR I I A5 25 = �FF � � E .� _ H IT 149 � 147 _ � � 1 I - � CV t1J � � ' 4 0 1936 MONTAUK HIGHWAY ' 4 0 P20 � � - BRIDGEHAMPTON , NY 11932 i AD 0' - 9 1 /2 ' ( FF - 100'-0") 8' - 7' � 147 � `r° � 631 537 3555 F 631 537 0558 I . - � 210 Edwards Vdlage Blvd , Swte D-207, PO Box 878 � � 1476 Edwards, CO 81632 I I I DIRCCTIOP AL � ��p I 070 026 4161 ( , OFFICE • � • • DELINEAT RS D 60 59 A N � 47B ISSUE/REVISION DATE NO �0 58 ( I I � � P25 2 � OWNER REVIEW 16APR08 � , . A5 30 � M Z AD 80'-9 /2" ' `;' CONSTRUCTION DOCUMENTS 8AUG08 I I P20 J � 2 . ° o� TOWN OF VAIL UPDATE 5FE609 I I Q P 12 � O REVISIONS E � - � � ` � � � DESCRIPTION DATE NO � _ � 3 - 9 , o I O p� 4 � ASI 2-UL UPDATING 21AUG08 1 • � � � ' ASI 22- DETAIL WALL ADDITION 060CT08 2 F _ � � � CCD 067 - STOREFRONT 12DEC08 3 � ADA AN CMPT CMPT . � • � � UPDATES � TOV RESPONSE 09JUL09 4 0 5 55 56 57 � `r' TOV - 17JUN09 5 � MIN HEIGHT � 5 • ' ' ' 7'-6" AFF C° ° , _ �� _ �� N N THROUGH-OUT 4 0 5 3 1 � 1 1 10 1 /8 � ., 3, _ G � � GARAGE LEVEL 3' - 4 3/4" 4' - 1 " F = 100'-0") 98' - 7" • ' _ 3 1 /2" R - - ih � op ( 11 /A13 03) • P14 c i � M � � � MIN HEIGHT 8'-2" AFF o P25 _ Q � 17B . - . _ � � � � � 2 0 "' EXIT � P �, I � z 4 0 �M � PASSAGEWAY N 4 0 I E `� 150 = I � U P 2% � °° P2o (FF = 100' 0") 98' - 7" P25 0 � - P25 _ � � ' °,° �P16 - - M - � \( 11 /A13 03) 117A 7' - 3 3/8" ' � ii N ' N N � STAINED CONC corvc _ BOWLING 3' - 4 3/4" m _ _ _ _ � — � — — � — — 3 � � 114 � 2' - 1 3/8" R � � - - - - � 3 ( 1 � /A� 3 03) 98' - 7" °' P20 �4' 7 5/8"' � 4 2 ' 40 � , P16 P25 ao (FF = 1 0'-0") 98' - 7" `- �� . � � P25 _ � �r - - - � . M � K - — — — � � 73�a — C3 — � — — — — — — — � - - - - � � — — � ~ - - — � °�r° (FF = 100'-0") 99� _ � �� Q�� i ii � `� U ' I K � � 2 P25 ��, , „ - - - - - u _ J � � 0 5 - 6 1 /2 P25 N � - - - - � , \ � � m - - - - -n � � 23' - 10„ P13 c� � - - - - -� r� P25 ALIGN ' u- - - - - -u - , � UNDERSIDE OF STAIR TO BE W .. � � � io - - - - . o I 2HRHORIZONTALASSEMBLY � �/ � � � • _ - • � • - • _ - - • • _ - u u � I` LL — � � P25 , P25 P25 �/ � � / � ' - � � �� • �n • ��. J �— , �� DN DN _ LL C� z 2 - 8 5/8 - � Q � o � , „ ' "' �n ( FF = 100'-0") 99' - 9" 25 � ; � � "' 3 - 7 3�8 _ ' rn / (3) RISERS � � F� P25 � C3 � STAIRS � � � Q P13 S5 �P � � � � � O O M W � O � � J = C3 . 1 ' - 6" MI CLEAR Z � � , ; - . - � o0 . � . • • � • � . � . � • � � � � — — — — 6�� r C3 C3 C3 � � � � LL LL 1 �a N 111B L — P13 - - - - - � � _ � W O w 25 P1 � J � _ RO C3 � � O O O M I ALIGN 2 KITCHEN HOOD EXHAUST CO ��^ U � ' � V J N P3 P1 A5 09 LOCATION AND SIZE TBD o ' C3. � RE RCP FOR ROUTING / `- � " � 'v � C3. w � P Q � C3 C3 / �' �/ P3 � � � � � QRETAi L �r r = i u -u � yy - y� � — ,- r 112 � �� c3 c3. / J < i < b , M O , � � � , , �° v) i „ 1 0 SF DUCT BOVE I RETAIL � o° � 1 113 C3 �I / � ' ASI 003 1 2 / 2 ` 4 — — — — 1 / 40 �I � � � 1 � � Q F UU - ABOVE (FF = 100'-0") 99' - 9" °' 4 17 � R 53' - 3 5/8" N NOTE FUTURE DEFF RED � / I c� SUBMITTAL TO PROVI E GREASE EXHAUST FAN ROOM ND � � � • FUTURE GREASE EX AUST L P1 ENCLOSURE I / � For Reference Only 1 4 SF DUC:T ABOVE / N , r- C3. � C3 R N — ��VI��VED �Y � c3 � °' SEP � 1 200 � C3 5 Zo 9 S P1 � - 2'174 4 Z — �Q��'� CO�QB'�� „ S7a (FF = 100'-0") 99' - 9" / 111S (FF = 100�-0��> 99� - 9�� 4 � 3 LEVEL 1 ENLARGED 3 15 BOWLING ALLEY INTAKE 4 0 • — • o � 4 2 � 4 � PLAN —AREA #4 5 � W �, . 11 / � A3 10 Z � �` A2 60 C3 C3 . J �j � • U - Q , Ft0 � / PLOTTED 8/19/2009 5 32 54 PM H T � � 112S / CHK'D BY Maggie Fitzgerald , AIA MATCH LI N E OO COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS RE : 1 /A2 12 I I I � (FF = 100'-0") �9 � I � 2 I I I ' `� e SHEET NUMBER 40 40 40 . � L EV E L 1 - R EA #4 (ALL PLANS THIS PAGE) � 1 /8" = 1 '-0" 2 � 22 23 24 2cJ 26 27 2 $ FINAL CD ISSUE - 8 AUG 08 D P A PROJECT # 06232 00 G E N E RAL N � T ES � ,�P9BP9e � i 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO . NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT � 2 IF DISCREPANCIES OCCUR BETWEEN DRAWWGS OR � BETWEEN THE DRAWINGSAND SPECIFICATIONS, NOTIFY ; THE ARCHITECT FOR RESOLUTION 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD PARTITIONS ARE TO FACE OF STUD, U N O 4 FINISH DIMENSIONSARE TO THE FACE OF FINISH AND NOTES ' FIN° OR "CLR" 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBWG WALLS, � � � f� �+►� � � � � �� ELECTRICAL PANELS , & WASHER BOXES TO ALLOW +�"� � RECESSION INTO WALL PROVIDE CONTINUOUS FIRE RATING 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6° FROM FINISH FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , UNO 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO SEE FIRE RATINGS, SOUND RATING , & DETAILS ASSOCIATED 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 DOORS 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 PER LIFE SAFETY DWGS EDWARDS, COLORADO 81632 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO STRUCTURAL DRAWINGS 970 926 8960 F 970 926 8961 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS DETAILED ON SHEET A13 01 U N O A3 02 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE � 2 � 2 2 � � 2 A 3 HOUR ASSEMBLY 14 REFER TO SHEETA13 01 FOR INTERIOR WALL TYPES 4 0 4 0 4 0 4 0 4 0 4 0 4 0 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES I 0 � 16 ALL FULL SIZE PARKWG SPACES TO BE 9' x 18' AND � 1 2 3 4 5 6 7 8 9 10 z 11 12 13 14 15 16 17 18 19 20 Z 21 22 23 24 25 26 27 28 COMPACTS NOT TO BE LESS THAN 8� X � 6' ALL DRIVE � AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' J J MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED PARKING ' - 5" V 8� - 10 7/8" 5' - 5 1 /8" 5 - 6 7/8�� U 17 ANGLED PARKING TO BE 60° U N O � � 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING 10' - 3" 26' - 8 1 /8" 11 ' - 7 3/8" 6' - 0" 10' - 4" 21 ' - 4 3/4" 19' - 1 1 /8" Q 27' - 5 1 /8" 18' - 3 1 /8" 24' - 4 1 /4" 23' - 11 1 /2" 18' - 11 1 /8" 13' - 7 7/8" 13' - 6 1 /8" Q 21 ' - 10" 19' - 1 " 19' - 1 7/8" 23' - 10" 16' - 8 1 /8" 19' - 0 1 /2" 15' - 3 1 /8" 7' - 4" PENETRATIONS, WALL PENETRATIONS, AND WALL JOINING AND SEALING DETAILS U N O � • � � — — — — — — — — — — — — — I _ .. . . . . . _ � _. . ..... . ..... .... ...... .... . . ..... . .... .. . ... . .............. .. ::,:..:::::::;.:>:>::>:<::> . „ ..... ....... ....... .. . ... ,:: ..:<; .,, .. ,,, . . ,<.: • _ . . ._ .. ........ ... .<...;:.:. _ . .. . ........ ....... ......... ..... . . . . . . . .......,.:,..::::::;.::::,:: ,a��. . . . .. _. . ........ . .. ....... ... ...... .... .. .. ........ . . .. . . .. . . .. .. . ........., . ... . . .::.,��,;. ;,.,:.::.::.:::.c.>:;;>... :.::., . . ............._._...... .. ... . . ..... ................. . . .. .. .... ..... ........................ ... . . ... . . ... . . . . ...... . .. .., . ........ ....... ..... . ............,..,. .... . . . . ...... ...v . .::��..::::....,. . 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P A PROJECT # 06232 . 00 1 '�,,.-; ' % " .> �::.: :n.;,, z'°# � < U . �: � , ��„� . �� .; �, °�:. ; :: , GENERAL NOTES `"�r � ° :; .: ��& . : , [' �- �. � "�� .` t:.;.;� . . , 11 .::. � �I . , ,;.. . 13 � 4 0 � 5 4 0 » 1 i6 17 18 1 i9 20 A5 24 �- , . .,. ; .��; 2i , �e 4 . �' . .5 ..°"i. 'fJ R :, N'\ � 'J. ffn. •. :e.nA lF Ffn. F N�:� . . i� ; � , fi:•0 `.. < 4 ° ' .. ' . ' R � 9 ' ' . . . . r �� l�� f'�i. :' :r '' �' r'� " ; ', , . z ><°>., 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO «, f . ...,. ,. �.. . ».. � , : , . . : ,... �' s �" 2 � , . . -,. ,< ... t . ... . � , .. � i � .. s . . � J Y.'�: � . � n . . .. � r � � i .n vi .. v � . n. . • �n/ li � • � ' , NOT APPEAR ON THE DRAWINGS NOTIFY ARCHITECT , , , � ., . .; _� ::..,.. , > � . .. <� 8' - 10 7/8"_ 18' - 3 1 /8" _ _ _24' - 4 1 /4" . ___ .____ _ ' _ _ _ ...... 23' - 11 1 /2" _ ____ _ _._ _ 4_2 18' - 11 1 /8" __ ._ ___ ._._�. � :> 5' - 5 1 /8�� ..�.....� 13' - 7 7/8" _ _ _ _ __ _�, 13' - 6 1 /8" _...._.., .. • 5' - 6 7/8" •° _. __ __ _ ____ . __ _ _ > .. .. ; : ._ .- ,. _ _... � _ _ _ _. ......, . , _ _ ... _ ; ! � - ,,: �= 2 IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR V / F � n � BETWEEN THE DRAWINGSAND SPECIFICATIONS, NOTIFY 4 5' - 11 1 /2" �^2' - 0 1 /2" 28' - 0" 28' - 0" °'� ';�l�, ` ,,, L�,.:: 27' - 11 " 28' - 1 " 9' - 3 3/4" THE ARCHITECT FOR RESOLUTION 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD _ �.. 4 2 ,.__._ ... __ ._ _ .. __ _ _ _ ___ _ ___ _ _ � � � _ _ _ _ _ _ _ �. _ _ _ _ _ _ _ _ _ ._«..�. ..... __ _ _. .. � _ __ _ _ _ _ _ _ �. .. ..._ _ _ _�..... .....� __ _ _�. � .. __ ____ _ ._ _ ._ .__ _._ __._ . .._ _.. _ - PARTITIONSARE TO FACE OF STUD, U N O _ _ _ _ � _ � _ � _ _ � � _ _ — �..,� _ � — 4 FINISH DIMENSIONSARE TO THE FACE OF FINISH AND 01 ' - 7 1 /16" 102' - 11 3/32" 104' - 3 1 /8" 105' - 7 5/32" 106' 11 3/16" � � NOTES ` FIN° OR "CLR° . � . � . � . . � � . � . � . � . � 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � � � ' � � �� A _ � ELECTRICAL PANELS , & WASHER BOXES TO ALLOW RECESSION INTO WALL PROVIDE CONTINUOUS FIRE � 'I �; : 'iI" F� �'' : ��, €;; ; ��i��, � ; : . RATING ;;r ;;, ,:: :��i 3� ', , ; ; I - - - ` - � �- 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6° FROM FINISH II � ' � U N OOF ADJACENT PARTITION TO EDGE OF DOOR LEAF , ., ,, , . ... :, t� 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO _ �' > � SEE FIRE RATINGS SOUND RATWG & DETAILS '; 1: , €��. ,' • , , , ' .. . .. I <� .; . . . . I ,., . <. I � , , _ ;: ( 15 o ASSOCIATED 15 I COMPACT I 15 COM`PACT 15 , COM ACT 15 COMP `CT 15 COMPACT I - `- 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 ' . � � • ,.., ,. .. DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 , ,: , . ..: ,:. . . ..,. . 35 .: 34 33:;" 3�:>: 3 '} °:: . ': 3� ` �9 �8 :� :' 2 :; 2E'i~; 25` 24; �3 22':.. 21 20 , - 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM � � � �� " � � � I �ooRS 303 861 8555 F 303 861 3027 � � _ 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, °�° PER LfFE SAFETY DWGS 0225 MAIN STREET UNIT C101 ' _ EDWARDS, COLORADO 81632 I I I I , I I I I � 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO � , STRUCTURAL DRAWINGS 970 926 8960 F 970 926 8961 � I i� 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS B _ _ _ _ _ _ — — — — — — � , — B DETAILED ON SHEET A13 01 U N O I � � � � � � � � � � � � � � � 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL BARETO � 1, � �� 08 - 0 15/3 MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL 101 ' - 4 5/�32" � 102' - 8 �s/16" � � 105' - 4 1 /4" I � 106 - 8 9/3 ? COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE lil 104' - 0 7/32" � A 3 HOUR ASSEMBLY I 14 REFER TO SHEETA13 01 FOR INTERIOR WALL TYPES ' ' 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 1 S' AND COMPACTS NOT TO BE LESS THAN 8' x 16' ALL DRIVE I I I I I I I I I AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' I M . FO R ROW MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED PARKING - 17 ANGLED PARKING TO BE 60° U N O 0 _ , ' 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING � PENETRATIONS, WALL PENETRATIONS, AND WALL , � JOINING AND SEALING DETAILS U N O � C — — — � — I-- — — I — — — — � — — --� — � — I — — —I I — — —�— — C 3 3 4 3 107' - 8 1 /2' _ N A5 07 �V56� � A5 08 � � 0 � " I STAIR TO LEVEL N � (�F= 114' - 0 3/32" ) (FF= 114' - 0" ) 6' - 8 5/8" � "' 1936 MONTAUK HIGHWAY ALIGN I I I 5, 5„ I 2� _ 2 1 PARKING � � �� BRIDGEHAMPTON , NY 11932 27' - 2" P15 P17 45 44 43 42 41 40 P17 A IGN P15 COMPACT ' 631 537 3555 F 631 537 0558 " P15 � 47 46 : - � ' • • � _ , . � . 10 210 Edwards Vdlage Blvd , Suite D-207 , PO Box 878 � � P15 ° I I �`O s do ��cs,�CO 81632 � � STAIRS i i i i �N o p� g �N STAIRS P� � � � � D — — �n i � � � � I � • p20 P20 � P15 D ISSUE/REVISION DATE NO F �>�> _ � - - - - _ _ - - I - , 3 I A5 04 ' � � � � P20 � . P15 UP i i ' � TRASH RM ;, , A5 04 OWNER REVIEW 16APR08 i I UP P15 �° �, ,� P19 P19 � 22� � � P20 ;; ` � ,� ' TRAS RM " ' CONSTRUCTION DOCUMENTS 8AUG08 MACH RM P15 "' f` � P15 TOWN OF VAIL UPDATE 5FEB09 ^/ 7 . , ,; . . 241 � • r • �1_�� • j � L I ` � � � On� • • • • � • �J • � P2 3 0 P2 P19 4' - 0" � � ' REVISIONS �I � !f . P20 �7 = � ELEV _ c� E DESCRIPTION DATE NO E — - 22� � � � � 'v � p2 ° �4 ° P13 ° � I °' 10' - 1 1 /4" �oro.� o = 6„ o E5 o P13 � � �� 10' _6 1 /8" 7' - 8 3/4" , � M CH RM N P� 3 ; P15 � � P13 � c� r - T O V UPDATES O4NOV08 1 � P2 P19 �n i� P15 222 °' - RF1740 03JUN09 2 F °° : _ � _ � . . _ `� ° F — � N �� v P2 - � . - - • - - - - I � • P2 • — • — — • • — • — P2 c� cfl _ `� N CORRIDOR I 1 ' - 6" P19 0 � oo C3 I 29 C oo = �� P19 � f P2 N � 0 3' - 4 3/4" 8' - 2 1 /8" 19' - 2" 237 2' - 6" 4' - 0" 6' - 0 3/4" ,��, M 2 � v � � I�k � L� P29 � � M O� P13 1 ' - 3 1 /4„- — _ �,,� � " � � 15B cfl 1 ' - 73 " 1 ' - 71 /8' r�i � 3 3/8" R O R O P29 � � "' C "' � 4 7/8" 3' - 4 3/4" 8' - 3 7/8 ' � � 221 G `� — — — — — 9 � �] � -�--� ` � 4 ° — — — _ R o ---- �' — — — G � 0 207C r - - � � � � � 29 - ° � i m �R �O rii P29 = c� o0 m � c� I I �� ' P29 M = P29 i C° ii o N '� � ' 3' - 4 3/4" � 2' - 6 3/8,. P29 7 3' - 4 3/2' - 0"4' - 1 L7/8" � 4 3/4" � � I� � I� � °° `� �' � P8 �, P25 � R O R O- - - �� o0 RO (FF = 114' 0") 113' - 9" r _ _ _ � � � u — — — — — — — — - - - - __ _ 14'-f)�� , „ _ — — — I ETNTEF7TOF2� F rl ARKING I I I i� _ _ _ �i � � � � � � � � � I P29 I DEFERREDSUBMITTAL ii - - - ii FOUNTAIN P MP � � 4 0 FOR SPA ENTRY DOOR 4 0 FF = 114'-0") 113' - 9" �� _ _ _ _ � RM � � � � $PA - - - - 240 r � �� 23 I ' P29 L ;� - - - - �� f i I FU�TURE RESTAURANT � ii � � � Q � O I I I P2s R TAILS �r — " � a �' O7 �N � �II �Y �0 0� �I — — I — — — — P25 — I — 3 I 3 / � / � \ � � � � � � � � � � J M • 4 07 L � ' , J — — ` /— — — � — — — — — — 1 — P29 P29 � P 5 P25 � — i� - - J � � � � � � � � I P29 � � ° °��° � � � � � �jo - K � ---- FF = 114'-0") 1 3' - 9" `u / � v � _ - _ . 1 � � � K J ' ----- r� — —1 / P2 � � .::d :.d...,—. ::�.fa.- + ' � � � n i:;c=`_ sz1 _— ,` .. ��< , "� �^a�'X,-_.'_" E '� r':.[`:>�-- ..>s��. I � I S_G FF = 114 -0 113 - 9 ' -u��' � ) ..�« <.;,��.;..,�.�i,.> � �>:i,.: . . ;..;: :s3;z<::s a� .; ;: �..::::.:::.:�::.. .�: ..:�;;:,..� :.�;::::::,... . � . :::...:: �� :: ..... : : � � -,.,,.: ;,«___:::: ;:.:::;:.>:::_ »>.:,:.,,,.<:-; ,< A. II P29 ; .>.::::::. _. _ , <::::\\:.::.,..:.:. .:.: ::::::3: a :.:i.: " :::'��:A.H..::::::::...':..\:::el. : -- . - _ I .......::..... . _.. . �� - _ ��`�, :�\i�:i::" _,f3�'::Rf 3�"�:�'oi£fY.. ._:?�ex';�i.#<frs �sS:;`:..`, J { !� I I =_`_i�..n.i�\\.`.._��r�$�.f: cv_< q�l�` _—�!�} n:Xl'>py'fi-°___ ,�$\\G_ "qv� I I I I w � �+G'hlif . . . ��/l��i��\ —.. ...ri g ... �'>..: , a .'�.�')ff..:v� L�.. l..e:�i`ii.:..:: .l�n '. �\.�. .... -..' 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" v Y:,e •y...... . ; . � .: '.' :(ve:Fs: . 21 22 23 24 25 26 27 28 G E N E RAL N a T ES � aP9 �� 19' - 1 " 19' - 17/8" 23' - 10" 16' - 81 /8" 19' - 01 /2" 15' - 31 /8" 7' - 4" 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO � 18' - 6 5/8" 27' - 10" 2' - 9 1 /4" 19' - 8 1 /4" 53' - 4 1 /2" g' - 1 " NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT 2 IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR 1 BETWEEN THE DRAWINGSAND SPECIFICATIONS, NOTIFY � A5 27 THE ARCHITECT FOR RESOLUTION __ _ . _ _ _ �• 0 - - 4 - - - � --- — � � -------- ---- • �,�, 3 PARP TONSARE TO FA E OF S UDYU N O BOARD 4� 0 _ , ,: ...... ....... — — — ------- — — — — — W---� - ....... _... ....... _.... .� ....... _... ..._ _.... ....... P 12 O 8' - 11 1 /2" 4 FINISH DIMENSIONSARE TO THE FACE OF FINISH AND 109' - 9 21 /32" • • � • � • - - - - - � � 113' - 1 " NOTES ' FIN° oR "CLR" ( ' ' � ' � ' ` i � 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � � � f� �� 7 � �� Q ELECTRICAL PANELS , & WASHER BOXES TO RLLOW JF"� 1 - � � ' ` � '` RECESSION INTO WALL PROVIDE CONTINUOUS FIRE • • RATING � 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6" FROM FINISH I � ! - - 6" CONC CURB � ' I ' FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , I � ` � � I UNO I I i " I I I I I I 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO � COMP CT • • � <. SEE FIRE RATINGS, SOUND RATING , & DETAILS OMPACT o I . P20 I I � M ° ASSOCIATED � � � 8 ARFAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 19 17 16 °r° � `. 14 3 12 1 � � � ' � , � DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 � P5 I � � 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 � � DOORS ( I I I � I I I I I ( I � 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 �� PER LIFE SAFETY DWGS 16 I . P 12 0 16 16 6 CONC CURB � � • 3 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO g 0 926 8960 F� 9�70 9 6 ggg632 � � � 12 ALLCOLUMNS ON TrHE GARAGE LEVEL, LEVEL 1 , AND — — — — — — P5 — p20 `` > LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS 108' - 10 15/ 16�� { ' DETAILED ON SHEET A13 01 U N O ' 109' - 4 5/8" I � � � � � I I I • I • I � 13 ALL COLUMNS ON LEVEL 3 THROUGH LE1/EL 8 ARE TO 16 , MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL ` COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE � o ' � A 3 HOUR ASSEMBLY 2 � ' ' .; � 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES I ,A5� A � COMPA T � �' V'' � � 15 REFER TO SHEETA12 OZ FOR EXTERIOR WALL TYPES I I SNOW MELT RE MECHANICAL I — I (WARPED SLAB) I � �I � I N `' � " s � 16 COMPACTS NOT TO BE ESS THAN 8'BxE16' XA$LADRIVE � � UP 5% I � ap � , . MINIMUMOFOR ONE WAYU RAOFFIC FO 60YANGLED AND 16' � PAR KI NG I COMPA T ao �� 17 ANGLED PARKING TO BE 60° U N O — — uP — — — — — _ i 18 REFER TO SHEETA13 03 FOR INTERIOR CEILING � I I HOT APPLIED I I I � �I 3 � ; / PENETRATIONS, WALL PENETRATIONS, AND WALL WATERPROOFING — — — � — � r �.,, { JOINWGAND SEALWG DETAILS U N O TERMINATION 6" CONC CURB I � � Zfl COMPA T � M `; � iV; ` IT E � 1 � c.i -- ° _ J__—�-- _ 4 0 4' - 5 1 /4" 5' - 9 5/8" � � � 1936 MONTAUK HIGHWAY 0' - 2 23/32" ' BRIDGEHAMPTON , NY 11932 - � • � ' • • ' � ' � • � 6 C° �, � 3 631 537 3555 F 631 537 0558 " � 4 0 COM PA T o '°>> s � � ' I P16 � � � � 1�� Edwa dsaCO 81632 Blvd , Suite D-207 , PO Box 878 � 110' - 4 11 /16" A5 25 ` yiu y�e 4 � 5 � — — — — — — — — — — — � ;, � M 0 8 0 � �6 9 5/8" 10' - 4 7/8" 13' - 9 7/8" 8 3/8" � I � ISSUE/REVISION DATE NO P20 16 � � I I I SENSORILOOP I ' ` � ' � ` OWNER REVIEW 16APR08 � P15 � ' - 7" BI LEVEL P20 � ,,,.,I. � _ ' DRAIN I I 2 g "' i o CONSTRUCTION DOCUMENTS 8AUG08 ELECTRICAL ( FF = 114'-0") 113' - 9" I BARRIER GATE P A5 30 � � � � ' � � TOWN OF VAIL UPDATE 5FEB09 METERS � ° - �I � � ( p 111'-2" � — � — � � i 223 — ' — �:., � • <>,{ REVISIONS , � 110' - 2 3/4" N � � , CURB � 3 �� DESCRIPTION DATE NO c" P2 1 - 7 1 /2 I I . • • 3 ::..:., o � � � � co 6' - 4 3/4" BOILER FLUE (FF= 113' - 9" ( 12' - 0" _ � L _ _ J I I � � � o ; ASI 26-PARKING ISLAND DIMS 170CT08 1 � _ , — _ — R o_ CHASE NO FINISH FLOOR � _ TICKET VERIFIER _ _ � o � . M1 r CCD 056 -STOREFRONT 25NOV08 2 P7 P20 P20 12' - 0" 12' - 0" � M � CCD Date 3 R O NO GYPCRETE � 247 • • � _ � Q ' � ` � r, N � RF1930 09FEB09 4 �'' J TICKET DISPENSER I P20 I ` � RFI 616 20MAR09 5 M N M 15' - 2 7/8" �' 6' - 6 3/8" 5' - 2 1 /2" P20 19' - 5' I TELECOM � — — � , , 5 � • � c.i � RF11173 12MAY09 6 °, 00 I 224 � � 5 3 • , ` ,,,� T O V - 1 7 J U N 0 9 7 � - _ � - — — — • — — — — — — \ � � I � � I � M PZO .. :.:. Z `� � � 224A L — — L — — — J . • � � . I ' - - � � � � `�' P25 FF = 114'-0" 113' ! 9" M " • — — • i � � ;�,' - � • � � • � • • � � • • � • BARRIER GATE : - � j ^ � � PA P25 ' P2 0 o P20 _ I � :..,>::., _ $ 35 - � - - � 'v � — c- a � � — — � _SENSOR LOOP — � — — �� _ - � M o ;� � TELECOM o ' 3' - 9° 6' - 4° , N � � "`'<:° 2 � P2 � � �' 224 � � � c� 2 � ' N � 4 0 � `�' oo � = CONC CURB DIM M 4 [n E � � M P3 I ' � 0 0 � � 224 � • • � P20 - • � E � � �' � P25 I I �r .,.:�� FF = 114'-0" 113' - 9" $ P/�► STORAGE M - � P2 � � 22� . 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P A. PROJECT # 06232 00 . . � - - - - - - - - - - - - - - • — • - - - - - • - - - - � � GENERAL NOTES 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO . NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT 2 IF DISCREPANCIES OCCUR BETWEEN DRAWINGSOR BETWEEN THE DRAWINGSAND SPECIFICATIONS, NOTIFY THE ARCHITECT FOR RESOLUTION 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD PARTITIONSARE TO FACE OF STUD, U N O ' 4 FINISH DIMENSIONS ARE TO THE FACE OF FINISH AND NOTES ` FIN" OR "CLR" 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � � � � �� ELECTRICAL PANELS , & WASHER BOXES TO ALLOW RECESSION INTO WALL PROVIDE CONTINUOUS FIRE RATING 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6" FROM FINISH FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , UNO 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO SEE FIRE RATINGS, SOUND RATING , & DETAILS ASSOCIATED 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 DOORS 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 PER LIFE SAFETY DWGS EDWARDS, COLORADO 81632 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO STRUCTURAL DRAWINGS 970 926 8960 F 970 926 8961 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND LEVEL 2 ARE TO MRINTAIN A 3 HOUR ASSEMBLY AS DETAILED ON SHEET A13 01 U N O 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO A3 02 MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE X � A 3 HOUR ASSEMBLY � 2 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES � 2 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES 40 2 e � 2 e 1 40 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND 1 2 3 4 5 6 7 8 9 10 Z 11 12 13 14 15 16 17 18 19 20 Z 21 22 23 4 0 ` 24 25 26 2� 2g COMPACTS NOT TO BE LESS THAN 8� X � 6' ALL DRIVE 4 0 4 0 4 0 AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' J J MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED 10' - 3" 26' - 8 1 /8" 11 ' - 7 3/8" 6' - 0" 10' - 4" 21 ' - 4 3/4" 19' - 1 1 /8" = 27' - 5 1 /8" 18' - 3 1 /8" 24' - 4 1 /4" 23' - 11 1 /2" 18' - 11 1 /8" 13' - 7 7/8" 13' - 6 1 /8" = 21 ' - 10" 19' - 1 " 19' - 1 7/8" 23' - 10" 16' - 8 1 /8" 19' - 0 1 /2" 15' - 3 1 /8" 7' - 4" PAR KI NG X� 17 ANGLED PARKING TO BE 60° U N O 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING B R 1 _ 1 ' 11 5' - 5" , - 1, 1 ' � 8' - 10 7/8° _ ,1 , 1 1 ' ' � �� ' _ " 5' - 6 ��8�� , - ,1 B 1 „ , ' PENETRATIONS, WALL PENETRATIONS, AND WALL Q 5 - 5 1 /8 Q 7 2 1 / � 29 - 3 1 /4 � 79 0 1 /4 � 18 - 5 3/8 _ �17 4 � � 41 - 8 3/4 � 23 - 1 3/8 � 38 - 3 1 /8' � 17 0 1 /8 � � 53 5 1 /8 � 10 - 0 5/8 7 - 10 1 /4 � � � JOINING AND SEALING DETAILS U N O , - - - - � - - - - - - - - - - - - - - - - - - - - - 3 - - � C 4 p � 6• - � � � v A _ _ �O �° _A5 27 6 A I ` F E .i I I � _ � � � ° AD 120'-8 1 �AD 120'-8 1 /4" � � I � � � ��` 2`�� ^� � � � I I � . � �� r 1936 MONTAUK HIGHWAY i E � D � / \ �� BRIDGEHAMPTON , NY 11932 � � sr, 5 iA5 2� 631 537 3555 F 631 537 0558 . 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GENERAL NOTES � 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO � NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT 2 IF DISCREPANCIES OCCUR BEfWEEN DRAWINGS OR BETWEEN THE DRAWINGSAND SPECIFICATIONS, NOTIFY THE ARCHITECT FOR RESOLUTION 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD PARTITIONS ARE TO FACE OF STUD, U N O 4 FINISH DIMENSIONSARE TO THE FACE OF FINISH AND NOTES ' FIN" OR "CLR" 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � � � � �++� � q` � �� ELECTRICAL PANELS , & WASHER BOXES TO ALLOW k� � � �� ' Su�� i��il i��3> �{ '> � E�I� ,� RECESSION INTOWALL PROVIDECONTINUOUS FIRE ; . , �� > � ��i �, : e � 3ilo, RATING ; � , 3 �p�l��ii ; � �' > a ,� : ,� ;�; Vu��,:: > . I�j 6 D OO R AS S E M B L I E S I N C O R E & S H E L L A R E 6° F R O M F I N I S H FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , UNO 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO SEE FIRE RATINGS, SOUND RATING , & DETAILS ASSOCIATED 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 DOORS 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 PER LIFE SAFETY DWGS EDWARDS, COLORADO 81632 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO STRUCTURAL DRAWINGS 970 926 8960 F 970 926 8961 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS DETAILED ON SHEET A13 d1 U N O I 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL S ARE TO I MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL � COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE A 3 HOUR ASSEMBLY 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND COMPACTS NOT TO BE LESS THAN 8' x 16' ALL DRIVE AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED I PARKING ' 17 ANGLED PARKING TO BE 60° U N O I 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING � I PENETRATIONS, WALL PENETRATIONS, AND WALL JOINING AND SEALING DETAILS U N O AR HI ' - 1936 MONTAUK HIGHWAY I BRIDGEHAMPTON , NY 11932 631 537 3555 F 631 537 0558 . 210 Edwards Village Blvd , Suite D-207 , PO Box 878 Edwards, CO 81632 070 02C � 1 v1 ISSUE/REVISION DATE NO OWNER REVIEW 16APR08 CONSTRUCTION DOCUMENTS 8AUG08 TOWN OF VAIL UPDATE 5FEB09 REVISIONS DESCRIPTION DATE NO ASI 2-UL UPDATING 21AUG08 1 CCD 058 -WEST TRELLIS 25NOV08 2 ; CCD 062 - RETAIL 201 02DEC08 3 � 1 2 B 40 40 1 2 3 4 5 6 7 8 9 10 10' - 3" 26' - 81 /8" 11 ' - 73/8" 6' - 0" 5' - 5" 10' - 4" 21 ' - 43/4" 19' - 11 /8" 3' - 2 1 /4" 1 ' - 11 3/4" MATCH LINE � 9' - 8" 6" � 3' - 3/4" ' - 1 1 /2" 10' - 9" 2' - 10 3/8 ' 10' - 4 7/8" � 17' - 4 3/8" � 4' - 11 5/�" � � � � � � i � � ALIGN' � 1G � � � T RE 1 /A2 . 21 — — — � — — — _ 3 — — — — � . . . . 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2 3/8" 6' - 0 1 /8" 2' - 5/8" � 24' - 0" 2' - 7 5/8" 23' - 2 1 / " 3' - 3/4" 8" 7' - 9 1 /8" 3' - 4 1 ' - 7 3/4" 16' - 11 1 /4" 20' - 0 3/8" NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT R O O 2' - " R O � � � � � � • � • � � � � • • � • � • � • � • � • � • z IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR BETWEEN THE DRAWINGSAND SPECIFICATIONS, NOTIFY � SPOT ELEVATION ASED ON HIGH ST_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ THE ARCHITECT FOR RESOLUTION POINT IN LOADIN DOCK GARAG � g186 19 8185 67 8 85 67 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD LOWEST POINT W ULD BE 2" LES . . . � . � . � . . � . � 5W A � • 55W � PARTITIONSARE TO FACE OF STUD, U N o A _ _ _ OR ROUGHLY 8186 02 ' � �, _ ° ° T — 4 FINISH DIMENSIONSARE TO THE FACE OF FINISH AND � � N � � 5 FLOOR PLANS� NOTE LARGER STUDS AT PLUMBING WALLS, � }� �� t � I W � ELECTRICAL PANELS , & WASHER BOXES TO ALLOW � � f"� M M o � • RECESSION INTO WALL PROVIDE CONTINUOUS FIRE � `;' 1 A3 47 C° C3 I RATING � � I 2� E � ' � ' ' � ' � � � � � � C _ P17 _ C3 3., � 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6" FROM FINISH FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , - � C3 �3 � o I u N o �� oo ►`b � • 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO � P1 � � I SEE FIRE RATINGS, SOUND RATING , & DETAILS � � CONC LOPED TO � ,° � � � ASSOCIATED o � BASE F DOOR SIL Cn 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 ' DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 � i I 9 p� � 4 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 14 05 � � ' ' � � ' ' � ' ' ' � ' � ' � ' � ' � ' ' DOORS � � P� � 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 � AZ 21 -A PER LIFE SAFETY DWGS EDWARDS, COLORADO 81632 o I FIRE PUMP RM � 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO B � AD 120'- 1 /4" D 120'-8 1 /4" 6 — Z — — — — B STRUCTUR% DRAWINGS 970 926 8960 F 970 926 8961 P17 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND � AD 120'-8 1 /4" A5 22 I LEVEL Z ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS DETAILED ON SHEET A13 01 U N O 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO � D 120'-8 1 /4" MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL � D 120'-8 /� N COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE M I � A3 HOUR ASSEMBLY � c� 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES � CONC COLUMN SURROUND ' 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES o I I 7'-0" ABOVE F F OF LOADING DOCK � 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND � COMPACTS NOT TO BE LESS THAN 8' x 16' ALL DRIVE I AISLES TO BE 24 MINIMUM FOR TWO WAY TRAFFIC AND 16 MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED , PARKING o � 17 ANGLED PARKING TO BE 60° U N O — , 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING C � PENETRATIONS, WALL PENETRATIONS, AND WALL g N LOADING OCK JOINING AND SEALING DETAILS U N O � 355 � I � I � � N N � i ' � ° I 120' - 10 1 /4" _ � 1936 MONTAUK HIGHWAY �� N BRIDGEHAMPTON , NY 11932 � � rn AD 120'-8 1 /4" D 120'-8 1 /4" � 120'-8 1 /4" • ASI 003G 1 I , 631 537 3555 F 631 537 0558 � — — _ —� — — — — — — — N — — — — — — — — � — D 210 Edwards Vdlage Blvd , Suite D-207 , PO Box 878 ° Edwards, CO 81632 �� ° � �CURB �rr = � z - 3 ) �� 9i O 920 4131 9 1 /2" 9 1 /2" I � ' - �" � � _ 0�� 3C� � ISSUE/REVISION DATE NO � � I P17 3' - 1 1 /8" 2' - 2 1 8" 9' - 4" ° OWNER REVIEW 16APR08 � � N . � � . . � CONSTRUCTION DOCUMENTS 8AUG08 o cv I C TOWN OF VAIL UPDATE 5FEB09 E — — � — — — — � — — _ — _ P17 � ° P c� P25 — — — — C o � I �'' 3 P20 P25 o REVISIONS / � � 1 ' - 0" ' - 7 3/8" � � A5 21 3' - 1 3/4" 7' - 2 1 /2" � DESCRIPTION DATE NO � � a �n F — — � � — — — — — � FF= 121 ' - 1 /4" _ R O ° _ C ASI 2-UL UPDATING 21AUG08 1 `� � , � P28 C3 � r ASI 10-A D LOCATION 19SEP08 2 � � � _ C3 P16 P�` C3 � � _ 3�� r, C3 � M � T O V UPDATES O4NOV08 3 ``� "' °, 11 1 /4" 4' - 6" 11 3/8" P28 C° � / o o � � � � P 1 7 P20 P17 BELOW R 0 � � RFI 669 17NOV08 4 � o0 120'-8 1 /4" CURB � _ P17 � � CCD 071 05JAN09 5 �j — � — i — — — — — � � -- _ _ — V RFI XXX 09MAR09 6 2 C3 co CCD 92 26MAR09 7 o, � `;' A5 29 � � P20 P20 � LEV EQUIP 3 � � C1 . P28 � / �,, C3 � � g � � P � � � RF1970 01APR09 8 / � "' ' P� � A5 13 ' 359 "' (FF= 127' - 3" ) C� r� RFI 1173 12MAY09 9 00 I BELO ( ° _ P1 ' • . - - 6 _ P3 P3 LINEN3 � °° / ' - � � _ ° — PAAL €C�JI — 5 ° — � — — — - — � , H � — — � — — — — I 3 8 - - - - � - - - - - - - _ � � M 260 � � -�- � r r � 6 �n A5 28 / � � 6' - 11 1 /4" 2' - 3 3/4'� ' -�403/4" 6' - 10 1 / " BELOW P17 = I L L 1 � I � I N / � 4 ti �, P17 � � 'v I M � 4' - 03/4" � CURB � P17 354B • � _ 7" 5' - 5 7/8" � �, � P17 � - - - • - - • � � UNIT N ' C3 54 `r' 3�4 ih R O `n C3 3 • - v _ � i� o _ 10' - 4" � 7' - 23/4" 6' - 63/8" � `' `� � M - 6 . � � RE A9 05 _ � 1 � _ � r��i A5 13 � _ • • • � • �'' - � � � � � C3 . - - — • - - - . J 304W o � � � P17 i C3 � ti � • LIFT � a " � � � � � P15 � P15 � � - J — — — — — — — — 13' - 3114" — — — — � — M J 4 1 co A3 52 2 367 � p 3 6 ALIGN I ELEV A5 03 00 � • � • • - - - . � 5' - 113/4" 9' - 103/4" 15' - 5/8" � 11 ' - 1 " �3' - 41 ' - 214' - 81 /4" � I � : ( � A317 ' ' K �-� � CO2 Storage � P17 o P7 . � � TAIRS - � 00 . , , � M o \ N � I � , 304W o � � � 367 OFFICE rn P17 � . • S2 P15 C3 P13 � - - • � � �.,, J ' N P20 356 � P17 � � P7 � � • � � • — � � � � I ;. I P28 0 � � r� i • '" P15 • � 3 � ° P20 (FF= 121 ' - 4 1 /4" ) M � _ - W ^ � �- � r 6 � ti � ' _ P20 (FF= 1 1 ' - 4 1 /4" ) I �.. �. ELEC ROOM - ' `� - - _ — — o — � . . . — 3 4 � p � «� � � � , o � 357 °' � _ - � UP � I N „ ALIGN P13 (FF 127' - 3" ) , � 304W � � � � • � • � �/ W I 'v ° C3 C3 . P$ � C3 P17 � - - - �i • , P2A 3 13 - 3 1 /4 — co io _ L.L � z ' - - - . I " 0 ao � M — — — - - - — P1 _ P13 — u' — — � — — � IVI � • - � - � - - � � ' � � O MOVIE THEATER � P7 N ' � �' O � 1 " • � - � P17 � � P28 C3 P28 v � ' I � O OA INTAKE o �, r; I P2A I o0 rn I • I � � RE ELEVATION/ � �.,� � � _ P2A � 2_ 82_3 � P28 p� _ D 1 : � � � MECHANICAL — `r "' — � 303 E1 — � — — — � — � — � — — Q � � ° M � N Q Q � � M _ _ = � � � �� ' - - - - - "' v 1 N M I I � � P2A � ALIGN ``' 2� - 2 3/4" � � o • 303W I • 1 ' - 8 7/8" � � 4' - 9 5/8" 5' - 10 1 /4„ 11 ' " P13 3' - 6 3/4" 2' - 6" 7/8„ (V (V J � n � I _ � I � � 1 0 • 2 • 11 1 /2" 4 1 ' - 1 3/4" R � � 304W I 304W H w w 304W G 304W F "r' � � d' o O �n I I A5 06 3 - 4 3/4 0 0 _ ' N � O O 1 � � A3 53 � �. � r , �/ - — — — � � — — — — — - � _ _ � CI� v LL P '�' _ - iv �, 2' - 6 3/4" 1� � � � ' ' ' ,AD 27'-0 3/4" r �' co w - � /1 1 � I I " � - - .� , A3 54 1 ' � A3 54 . � 3 �'' - � � - � � — 1 � I A604 ( F- 127' - 3" ) � M � O RO 16' - 31 " 6 - 83/4" R RO ci ' o � \ � � • pp N � N � � � r�i � � , ,� , �o�w � � r�i � OD 1 7'-2 a4" AD 127 0� /4 \ 1 - u ` � ,"' ` � � o I A 85 -6 � � �, � � �� \ r�i 1 � � I 303W H I r, � 2' - 6 3/46 3/4 , _ „ 1 ' - 1 1 /8" � � 1 _ � „ , _ „ , „ � ,2 63/4 � � „ O i � � 303W B � 14 - 8 1 /2 1281 10 1 /2 1 - 11 3/8 14 - 7 5/8 3 - 1 1 8 � - 1 � ( A104 I UNIT M � 3O3 � PATIO DESIGN 1 � I 6 0 i � RE LANDSCAPE Q — — — � — , — I � _ = RE A9 04 ❑m — — _ — — — — --, — Q ' 1 � ' ' � ' � ' � ' � ' AD 127'-0 3/4" 00 12' - 10 1 /�" `° ° OD 127'-2 3/4" 1 v N _ � A3 15 ° OD 127'-2 3/4" � � � - r� 1 �0`0 N (O � 1N I � `n ' • N ' AD 128'-2 1 /2" � �r' `*' I 303 E I � : i� `r i ' M CV . , � 303 E4 � � For Reference Only � � . 303W G� � _ AD 127'-0 3/4" � � � � R - � - - M � , ' — — — — — — — 303W C ° � - - - - R i � � 2' - 103/8 ' 10' - 47/8" 13' - 43/4" 6' - 0" �n � _ I ' I a� A3 55 1 1 . �,.� v I I � � �� - 1 A3 13 ' �� l � �' VIl �D �� P19 p1 4 - 11 � �a io � `� 303W CO `- S — �— `� — , — — — � — r, — — r, `V — — — — — S � 2009 • � • � . � � _ - - - - _ , � EP 1. c+� bo - - - - - ap c� � � r � ' `� STAI RS ' � � . M � • ��EQ��i� C�� 1 � I � I �'' °' AD 127'-0 3/4" 1 \ I 0o c� � . . � . S6 , r- ' - - - - � �, I `n P22 I `� co I � � 03 E3 � P� 9 P2� DN � • 302 E4 M p , � � � • � i ° • � � � . . _ A430 � LEVEL 3 ENLARGED ' I 303W E I � I 3 � �. , , , A5 10 302W A � W PLAN -AREA #2 � _ _ �y � _ � Z N ° N I I ° � � M � � �, � N 1 � � °° ° _ "' 19 cV Zh ° • • ALIGN = N � � � � � " � A4 30 V Q in T — t — — I � , � — � — — Q W T PLOTTED 8/19/2009 5 35 46 PM MATCH LINE � � 03W P1 P19 � � `° � � � � — � � 3� - 2 �� CHK'D BY Maggie Fitzgerald, AIA RE � 1 /A2 20 � ' - 2 ��s" 7 6�� 3' - 0 3/4�� 5' - 7 1 /2� 6�� 13' - 7 3/4�� _ 4 5�8�� O COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C ARCHITECTS . � . � � A6 04 R O - 26' - 6 1 /4" 7" N SHEET NUMBER - � LEVEL 3 - AREA #2 � 2 3 4 5 6 7 s 9 � o . (ALL PLANS THIS PAGE) 1 /8" = 1 '-0" D P A PROJECT # 06232 00 FINAL CD ISSUE - 8 AUG 08 � � �,„'"°_ GENERAL NOTES -� 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO . NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT 2 IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR BETWEEN THE DRAWINGSAND SPECIFICATIONS, NOTIFY THE ARCHITECT FOR RESOLUTION 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD PARTITIONS ARE TO FACE OF STUD, U N O 1 1 � 1 1 �2 1 �3 1 �4 2 � I� 3 � IV 1 �7 � IV 1 �9 �l0 4 FINISH DIMENSIONSARE TO THE FACEOF FINISH AND 4 0 4 0 NOTES ' FIN" OR "CLR" ` � A3 42 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � � � � p*� � � � �+ � 2 ELECTRICAL PANELS , & WASHER BOXES TO ALLOW � �� 8' - 10 7/8" 18' - 3 1 /8" 24' - 4 1 /4" 23' - 11 1 /2" 4 2 18' - 11 1 /8" 1 5' - 5 1 /8" 13' - 7 7/8" 13' - 6 1 /8" 5' - 6 7/8" RECESSION INTO WALL PROVIDE CONTINUOUS FIRE RATING 4 2 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6" FROM FINISH 4 I I 4' - 10 3/4" 5' - 0 3/4" 11 ' - 10 3/8" 2� - 6 3/8" 2' - 6 3/8" � g' - 10 3/4" 2' - 6 3/8" 11 ' - 10 1 /4" 5' - 0 3/4" 4' - 10 3/4" I ( I FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , 00 � � ' 3 UNo 4 2 A3 44 2 A3 45 �j M 2' - 6 1 /2" c i A5 24 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO _ _ _ _ _ _ _ _ _ M _ M — �''� _ — — — — — — — — — — — SEE FIRE RATINGS, SOUND RATING , & DETAILS 2 N N ' ASSOCIATED 1 N • � • � ' � ' � � • � • � • 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 A A3 43 1 I � � 4 DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 m M � � 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 DOORS 2 � ~ � 2 3 41 I 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 DRIVE AISLE/ DROP OFF REA/ VALET . PER LIFE SAFETY DWGS EDWARDS, COLORADO 81632 � 1 RE L NDSCAPING DN -'o�p . ; _ 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO M STRUCTURAL DRAWINGS 970 926 8960 F 970 926 8961 I 49 4 1 I r� V � I `r � 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND � LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS 7 I FLA1' � � DETAILED ON SHEET A13 01 U N O � A13 03 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO 5' - 5 1 /2" 11 ' - 10 1 /2" 64' - 10 1 /8" 3 ' - 3 1 /8" 17' - 0 1 /8" I MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL 4' - 10 3/4"-5' - 0 3/4" EQ EQ _ � COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE i 00 00 5' - 0 3/4" 4' - 10 3/4" A 3 HOUR ASSEMBLY ' M M 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES 3' - 81 /8" 6I' - 83/4" 3' - 11 1 / " � co � �� 83/8" co I I - � - � - • � • • � • � • � 8 3/8"_ � 6' 0" oo � 12W A 1 12W A 15 REFER TO SHEET Al2 02 FOR EXTcRIOR VIlALL TYPES R O o M _ � � M 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND � SIDEWAL �� 8 3/8" � rn P1A COMPACTS NOT TO BE LESS THAN 8' x 16' ALL DRIVE $ 3�8�� • _ AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' B — — — \ c� — °O - — � — — 3� - 2�� — _ M — B MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED 49W A 349W B = , _ �� _ „ , �, 1 ' - 1 7/8" � ° oo co � „ 3' - 4" 5' - 4" „ C1 , �U�/ !� 1 3 i4 � PARKING � 1 9 5/8 1 0 3/4 5 - 8 5/8 • , � \ _ � � � 5 i 10 7/8 9 1 /2 � , ' - � 17 ANGLED PARKING TO BE 60° U N O C1 = 6' - 83/4" 6' - 91 /8" 3' - 43/4" ( 9' - 97/8" FIN 6' - 85/8" 3' - 111 /4" � � `�' 2' - 01 /2" 2' - 51 /8" � 4' - 03/8' 6" 6' - 95/8" 6' - 83/�" � 4' - 81 /8" 6' - 83/4" 18 REFERTOSHEETA1303FORINTERIORCEILING � � FIN FIN pN � FIREPLACE � _ R O R O I I � � _ 5 7/g" ` � - R O 0 O NENG ANI D SEA1LNING DETAI S U NOONS, AND WALL 4 0 0o I � 3' - 11 1 /4" FIN I W P1 9 5/8" i� � � 1 - 37/8 • � w � - - - �°, f 6' - 6 1 /2" " C3 . P� � � 49W C 49W C � 349W D • , „ 22S f , - _ ' � ° 22S � 322W - - I - - _ _ I _ - �'UNIT o ' C1 9 - 9 7/8 - � � - - - - - - - , C1 312 �v 2 FITNESS c� ' — • — • ° • ' — ' """ " • — ' " � " ' � ' - - ASSAG WAY _ - _ � _ _ 2 . � 1936 MONTAUK HIGHWAY 349 ASSAGEWA � 22S 22g Q C1 � _ _ _ __ - ' 34 - _ _ - _ 4 07 BRIDGEHAMPTON , NY 11932 , DN 4 � 631 537 3555 F 631 537 0558 i, " � � � � P25 _ `- 21 S D 21 S B � — - -• � 1 - ~ � - • r _ • � �� _ - _ P25 C1 _ 210 Edwards Vdla e Blvd , Suite D-207, PO Box 878 26' - 11 114" 5' - 8 7/8" 10' - 2 1 /8" 5' - 6 1 /8" M � � = C1 , _ � � - _ _ , _ Edwards, CO 81632 � I O N - - - � � P25 W , � 070 O?6 � 161 N � 6„ � � P25 P25 � � , , - � - P1 1 � � O 4 3' - 7 3/8" 3' - 0 3/8" � � � N ISSUE/REVISION DATE NO 4 0 � �, � I , _ „ A5 07 P25 `V � E$T 2� � 9 5/8" 5' - 7 1 /8" � 17' - 6 1 /2" , _ � � � � 6' - 1 1 /8" 11 ' - 6 7/8" � P15 I �� 27 2 � � ' �,r�.�..� � `� 321 - - - - , „ - - - � • L �L � P13 P25 �,, P19 ALIGN � � � f P19 IGN 2� 2 - - P� 3 `�° � OWNERREVIEW 16APR08 . . ,t� c� �� . CONSTRUCTION DOCUMENTS 8AUG08 • . • • � � � . � • M - ' � � ., • . P20 C� C1 _ ' � 4-3 ' • ' . _ _ ' • TOWN OF VAIL UPDATE 5FEB09 � =° - - - P1 P15 ' � � S1�AIRS � i P15 P20 � � . . p i i i i i i �T � . • � � ii � � ipN ° N � n � P20 iiiiii � , STAIRS � a 8 D — — I . I � I + �� ) o \ — � _ REVISIONS � _ - P20 M � p20 ' � P15 i i i i i i_ � �� DESCRIPTION DATE NO � � : ; CORRIDOR I P19 �, � FIRE COMMAN I � P20 �L� � �� - ' _ - - _ - i i i P20 � ROOM � M • P2� (FF= 127' - 3" p � � i i � - S - ASI 2-UL UPDATING 21AUG08 1 I , i i i i UP 364 ¢ ' P19 i � i i i '� � ASI 12-WALL CHANGE AT GRIDS 27APR09 2 P 1 5 0 � � 3 2 8 � P 2 P 1 9 I �-- • i i � � � � � M , , P 1 5 � i i P 1 3 ' N B + 20 . � � ._ o r • � ' � M � '' � o T O V UPDATES O4NOV08 3 o � � , - 2" o - - • TRASH RM= ° _ • - � `- P19 - � - . �' • � P15 � co � , � c,� � • 1 ' - 6" � ,I � N , � P2o 346 °,' T R o � � _ � P2 4� - o�� 3' - 6�� = ELEV " M • E E im . E 4 0 0 � . 346 P2 � � � � �I � TRASH RM r, 33 R � , ; � o E5 0 � ' � _ � � , ' , o , P28 A 0 P13 � P15 I ( " � C1 �' �' — J 330 � I P15 T . � � � � P19 P19 EAT C� C� ao — — —P 5 � — � — — � ^ `n . ; . . ,. 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I I ' I , I I I I � ' I I I For Reference Oniy 16 A3 19 - A3 22 Q — A430 — — — — — 7 , — — — — — — — — � � _ ► � � � 2 ► 3 � � ► ► � . I ��I��iUED �Y � 4 0 4 o SEP 11 2009 � � � � � � � � � � ��s�� Co9�� R - -� - - - - - - - - - - - - - - -� i i i i i i i i i i LEVEL 3 ENLARGED S _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PLAN -AREA #3 Z � � i i i i i i i i i i Z � M N J N J N PLOTTED 8/19/2009 5 36 04 PM (=j a � a CHK'D BY Maggie Fitzgerald , AIA C � I I I I I I I I I I G � OO COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C ARCHITECTS NSHEET NUMBER . � LEVEL 3 - REA # t �.�,. _ T (ALL PLANS THIS PAGE) � FINAL CD ISSUE - 8 AUG 08 D . P A PROJECT # 06232 00 I I I I I I I I I I I I I I I I I I I I \ ` 21 22 23 2 25 26 27 2g G E N E RAL N � T ES 19' - 1 " A3 38 19' - 1 7/8" 23' - 10" 16' - 8 1 /8" 19' - 0 1 /2" ^ � 15' - 3 1 /8" 7' - 4" 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO ' NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT ¢�� 1 2 IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR g 4 � 1 4 O 4 O BETWEEN THE DRAWINGSAND SPECIFICATIONS, NOTIFY g CCD TLS 4 4 0 E� THE ARCHITECT FOR RESOLUTION � �, 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD PARTITIONS ARE TO FACE OF STUD, U N O _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 17 _ 4 FINISH DIMENSIONSARE TO THE FACE OF FINISH AND 2 NOTES ' FIN° OR "CLR° > 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � � � � �� .� � � �� ELECTRICAL PANELS , & WASHER BOXES TO ALLOW I A CCD 052M g c�?� A5 27 6 . . � . � . _ RECESSION INTO WALL PROVIDE CONTINUOUS FIRE � 32' - 0 1 /4" 10' - 0 7/8" - s RATING °, � � ��, 2 0 0 0 0 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6" FROM FINISH 2' - 0 1 /8" � � � � � ,Q �?. �' P17 � � FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , I 6' - 8 3/4" 6' - 0 1 /8" 6' - 0 3/4" 5' - 1 3/4" 6' - 0 3/4" 7' - 3" 3' - 1 ' 16' - 1 1 /8" 4' - 7 7/8" 3 O ' �o�o�� o� u N o � o � 310W D 1�Q �'' %, i P17 � 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO R O R O R O I I 4 0 I _ 3 SEE FIRE RATINGS, SOUND RATING , & DETAILS , ASSOCIATED � 2, io � 3 310W E 9� , A5 2� 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 ° ' � A3 36 \ � � � � _' DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 1 W B 1 12W B 311 W A 311 W B s%p, 5 26 � ' 'S�� `��sr.. 5 A5 27� 9 DOORSANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 6, • • • � � • � • • _ . S 10W C \� `' 10W F 1 u'� p� 7 . 1d FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 S� �Q, 5 � \�` � I PER LIFE SAFETY DWGS 12W A �p `��.� 2� � 10W C D� � �� p \ 10W �� i EDWARDS COLORADO 81632 ` � ' 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO � ��, ` �, � ,� I STRUCTURAL DRAW INGS 970 926 8960 F 970 926 8961 311 E1 � p \ OW 3 6; 7, � 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND B LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS I� 6' ` ' 7 ' 7 � u'�_ � ` � S ,�sto M DETAILED ON SHEET A13 01 U N O � \ �� 6 � � 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO I, 2, _ 9 7�$„ 31 C _ 10" 18' - 4" ,�\�` �� I � '� � �, �„ `S;� I MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL � p "� . � �/ COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE � A3 39 2 � � � `�' 6'j�� u'i , /�� A 3 HOUR ASSEMBLY � , ' � , � 'A� ��Q/�� A�� IIIIIII _ 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES � _ ' - � 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES � M � � � 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND I �'`� o � 4 . � COMPACTS NOT TO BE LESS THAN 8' x 16' ALL DRIVE N ' C 310W B 1�� Q ' � � AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' I ' i� � 4 O ` q� UNIT O ii� F,, MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED o N � 311 D� � 310 6' PARKING � ��R 310W G 6'� Q,, 17 ANGLED PARKING TO BE 60° U N O M � 310 E � �' 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING � C� � \ D� � Q-� \ RE A9 11 �, � 1�. PENETRATIONS, WALL PENETRATIONS, AND WALL � 311W 40 � � _ JOINING AND SEALING DETAILS U N O , UNIT M _ 3 OW A � � � g\�` 310W H �� I 2 312 ALIGN o � 2' - 9 7/8" 7' - 10" �, . �� \ OW I ,� '� ��` 2 M N � � IT . � UNIT � � 311 F � � o`�� " � �,��^�� , �" . . , � `�• � �3 1936 MONTAUK HIGHWAY 4 0 ( 311 , „ ��`o � � � , • � BRIDGEHAMPTON , NY 11932 P1 5 - 67/8 Rp � ' 2- 1 � _ ' ��q, ��, 6 4 0 � � ��D° � � � 631 537 3555 F 631 537 0558 RE � A9 12 N `�, ^ 3/4" � ,, 4 ,,^ ;l, 0 � � , 210 Edwards Vdlage Blvd , Suite D-207 , PO Box 878 � - � 4 2 ( \�` � 3 i� Edwards, CO 81632 C1 = o� 1 ' - 1 / � 'r ��` � e: '3 � 10 C1 , . �� 9 � � ' �h` .° ,. � aiuyto4i � i P1 ^� 7 , �b ; � \ , � � �\� �� 310W J � h D ,�� Q,, ��, —�` � � ISSUE/REVISION DATE NO 8 NO GYPCRETE �� _ 3„ , �� \ P� P1 �, ' �' 310 K SANDSTONE CAP OWNER REVIEW 16APR08 _ 3' - 6 3/�" P1 I 4' - 2 3/4" I � ., ABOVE � 5' - 6 1 /8" 11 ' - 1 1 /8" 5' - 8 1 /8" 3' - 10 3/4" 3' - 5 3/4" 3' - 6 3/4" 5' - 0 1 /4" 6' - 2 1 /2" u'� 9�i .� \ 310 W L �, i� � . �'� �D� '�� , � CONSTRUCTION DOCUMENTS 8AUG08 �' R O R O R O / - �O 6`��Q, , �� D� � " 3�� - ° TOWN OF VAIL UPDATE 5FEB09 N P2 P19 P19 °,' � , p� • �� • M � � �,,`� P28 ALIGN � Q- i W3 00 REVISIONS E ^ . 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GENERRL N � TES � , 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO ° NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT ; 2 IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR li BETWEEN THE DRAWINGSAND SPECIFICATIONS, NOTIFY �.�; THE ARCHITECT FOR RESOLUTION 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD PARTITIONS ARE TO FACE OF STUD, U N O 4 FINISH DIMENSIONSARE TO THE FACE OF FINISH AND NOTES ' FIN' OR °CLR" 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � � � ' f� �� j � �� ELECTRICAL PANELS , & WASHER BOXES TO ALLOW J`'�4 1 RECESSION INTO WALL PROVIDE CONTINUOUS FIRE I RATING 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6° FROM FINISH FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF, UNO 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO SEE FIRE RATINGS, SOUND RATING , & DETAILS ASSOCIATED 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 DOORS ' 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 � PER LIFE SAFETY DWGS EDWARDS, COLORADO 81632 ' 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO STRUCTURAL DRAWINGS 970 926 8960 F 970 926 8961 i 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND i LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS DETAILED ON SHEET A13 01 U N O 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO � A3 02 MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE A 3 HOUR ASSEMBLY 2 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES 2 0 1 2 e 2 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND 1 2 3 4 5 6 7 8 4 ° 9 10 z 11 12 13 4 ° 14 4 ° 15 16 17 18 19 20 z 21 22 B 23 4 0 24 25 4 ° 26 27 2g COMPACTS NOT TO BE LESS THAN 8� X , 6' ALL DRIVE AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' J J � MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED 10' - 3" 26' - 8 1 /8" 11 ' - 7 3/8" 6' - 0" 10' - 4" 21 ' - 4 3/4" 19' - 1 1 /8" = 27' - 5 1 /8" 18' - 3 1 /8" 24' - 4 1 /4" 23' - 11 1 /2" 18' - 11 1 /8" 13' - 7 7/8" 13' - 6 1 /8" = 21 ' - 10" 19' - 1 " 19' - 1 7/8" 23' - 10" 16' - 8 1 /8" 19' - 0 1 /2" 15' - 3 1 /8" 7' - 4" PAR KI NG 17 ANGLED PARKING TO BE 60° U N O 5' - ' � 8' - 10 /8" - 5 - 5 1 /8" ' - 6 7/8" F— 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING � 4 0 Q � Q PENETRATIONS, WALL PENETRATIONS, AND WALL � 6'� - 2 1 /8" 1 ' - 2" 371 - 4" � 141 - 9 3/8" � 43' - 1� 1 1 /2" � � 32' - 10 3/8" ( � 28' - 3 5/8'� 53' - 9" o k8' - 3 7/8" � 32f - 9 3/4" � � 33' - 10 7/81' 10' - 0 �/8" � - 9 ��$ � � � � I JOINING AND SEALING DETAILS U N O � � � � ;� 1 � - - - - - - � - - - - N �n - - - - - - - - - - 6 � N A 3 - >>::::>; .:.::><.... :�.,. � >� < ,: ........ ... 4 0 . >. .. _ 5 7 . . ...:;: .. ,.:.. . . . . .. a . . . ... . . . ... .:.:..:::. <.:« ;:;::.<.:.:: :. ..: ............_.... ............ ,�::;::<;::::::;,. _. .. . .. . ... . ..... . . . ,,...,..: . ..;:<.::.:;::;..::,:;.::.;.:>::;.::::::«« ;:<::««.<.<:•::;; _. . .... . . ,... .. , ..._.:... . .,...,.. ::.: ,.,.,..::. ..::....... .. :... ..............::::. ::..::.::.»,. , ..,.,..,. ..:. . .:. . . .:. .. . ...:::., . ., . . . . - � . ..\ 2. . ... . a..�,..»..\>..:`.`:...:::;:::ai,:::iz$:z..z:i:..ik::.:i::i,..�.„w............,a.. :.,\.� , \ - . . � \. ..�...: . .. ... ..:.:. . ♦ .. .:�. .:::.,..:. .......�..».. . . . ..... :..ii:::::.::.:i:.::.:,.. � .. ..:. ..... .:n .. �J:..�. ..��. _ ;:.;,;. :.\; ..a\�::::.:. .. .::.: . .. . �..... \ ... ; ?:: : ,>,::::,,,\ . \ \... � c� � , .. „ >:::.: : .......>::::.... _ . ..;. ::::.;:.::::::.: ::._ . . . ::,.,.:::. .. ... ..:. :::::.::::::>. . : . ::. . :::::..,.:::::.:>: \,.. � - � I ' � �� I I ' I I I � I I � I I I I D I I I `L �� I v 1936 MONTAUK HIGHWAY � � � :: � � � � `L � � <, ;;: � � � £ ` �< ' i� c� 0 6 � 'sr, 5 5 27 ;:: �: ;: ON 537 0 582 BRIDGEHAMPT . ..::; : . . � � , �. 631 537 3555 F 631 _ ' i = - � � ; _ >. ::::. ._.. < .,,.__.;<:>::::>::::>:,::,:: . .:;.,>:.:.�>.t:.t:>::;::>: ,: :.::.::.::.:::.: :.::.::.::.::.::. >. : O - � i O � - Q :.;. <, ::>: :z� ::>:. ,, <:. ::: . � . 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P A PROJECT # 06232 00 i 11 12 13 ' 14 2 15 16 17 18 19 20 GENERAL NOTES T 8' - 10 7/8" 18' - 3 1 /8" 4 � 24' - 4 1 /4" 4 � 23' - 11 1 /2" 18' - 11 1 /8" 1 5' - 5 1 /8" 13' - 7 7/8" 13' - 6 1 /8" 5' - 6 7/8" 4 2 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO � 28' - 3 5/8" 56' - 6 3/8" 25' - 6 1 /2" 8' - 3 5/8" NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT � 2 IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR BETWEEN THE DRAWWGSAND SPECIFICATIONS, NOTIFY J ' � '-' '�' 5' 2" 11 ' - 5 1 /8" 5' ' 4' - 10 1 /8" THE ARCHITECT FOR RESOLUTION 4 ' - 10 1 /8" 5' - 7" 11 ' - 4 1 /8" 5' 2" 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD PARTITIONS ARE TO FACE OF STUD, U N O 4 2 A3 44 2 CCD 052K 4 FINISH DIMENSIONSARE TO THE FACE OF FINISH AND — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — NOTES ' FIN" OR °CLR° � 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � � �r� � � � �� 413W B 413W C 413W D 3 � ELECTRICAL PANELS , & WASHER BOXES TO ALLOW '� � � A _ _ _ � _ � _ A3 43 1 _o Y _ _ _ - � o �o - - 4 2 - � - - A RATING � ON INTO WALL PROVIDE CONTINUOUS FIRE � � M CCD 052L 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6" FROM FINISH ' I2 - R O R O 4' - 8 3/4" 6' - 4 3/4" 6' - 4 3/4" 8' - 2 /8�� R O R O � � A3 41 2 A3 40 ' FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , Z � 3' - 0 3/4" 3' - 0 3/4" R O R O 3' - 0 3/4" 3' - 0 3/4" �N Z � 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO � - , , _ „ 3 - 5 3/4" 1 ' - 1 1 /4" , „ - o � 1 � SEE FIRE RATINGS, SOUND RATING , & DETAILS 7 � 3 6 1 /4 „ 3 - 6 3/8 � , � ASSOCIATED Q O I 7 1 /4 O �''� �.,� Q _ : 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 � � 4 3W A 1 2 W D � 00 �' � DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 11 � � " � � � 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 13 0 • � • � • � • � � ;, DOORS 6„ 3� _ g � /g" � 3' - 9 1 /8" 9 1 /4" 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 �� — �� 8' - 3 7/8" 5' - 5 1 /2" 4' - 7 1 /2" 4' - 7 1 2" � 2 � ' - 7 1 /2" 4' - 7 1 /2" 4' - 8 1 /2" 6 � � — PER LIFE SAFETY DWGS EDWARDS , COLORADO 81632 I � 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO R O R O 1 0 � R O R O I STRUCTURAL DRAWINGS 970 926 8960 F 970 926 8961 } � � i� . � . . . � . i 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND � _ LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS B _ � °�° _ _ _ _ __ _ _ � DETAILED ON SHEET A13 01 U N O � • • 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO �M M � .- j� N N � �� .}.. � � � � I MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL _ _ _ _ _ _ N � . _ _ _ _ . _ . y COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE A 3 HOUR ASSEMBLY 0 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES 4 3/ " 2' - 8 3/4' 2' - $ 3/4" 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES • 5 1 /4" 1 ' - 1 3/8" N M 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND � �� 6' - 33/8" 7' - 01 /2" 6' - 33/ " 3' - 61 /4" 4 4 3 - 334 6' - 33/8" 6' - 01 /4" 6' - 33/8" � COMPACTSNOTTOBELESSTHANB' x16' ALLDRIVE � AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' R O R O R O 6�� A6 06 A6 06 R O R O R O MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED I C1 � PARKING � � � C1 M 17 ANGLED PARKING TO BE 60° U N O 2 ' � Z 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING � � � C� � Z `-' � � � 1 PENETRATIONS, WALL PENETRATIONS, AND WALL 7 P� Q P1 n UNIT Q 411 W A 4 O JOINING AND SEALING DETAILS U N O � �— �� 8 1 /2„ 413 � � � � P� 9' - 1 5/8" I UNIT , „ RE . 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P A PROJECT # 06232 00 r A3 38 2 C 40 ENERAL N � TES , �� ,� � g� �a � 9 ,�, , s��q�� « i 21 � 22 23 24 , „ 25 , „ 26 , „ 27 , „ 28 1 9' - 1 " � 1 9' - 1 7/8" 2 3' - 1 0" 1 6 - 8 1 /8 0 1 9 - 0 1 /2 1 5 - 3 1 /8 7 - 4 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO • '� NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT � h � 6� X � 2 IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR — — — _ \ — _ — — — — — _ — — — _ _ _ �'� _ _ _ _ BETWEEN THE DRAWINGSAND SPECIFICRTIONS, NOTIFY THE ARCHITECT FOR RESOLUTION /� � � 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD 12 3 � i�/ \ 2 � �O PARTITIONS ARE TO FACE OF STUD, U N O �` �� 4 FINISH DIMENSIONSARE TO THE FACE OF FINISH AND A � CCD 052M� 6 �p�,�0 �N � �, NOTES ` FIN" OR "GLR" 43' - 11 1 /2" "� n� ' �� 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � ' � �� CCD 052L 1 1 ,� o ELECTRICAL PANELS , & WASHER BOXES TO ALLOW � � ' ' '' 1 ' - 0 7/8" 11 ' - 10 7/8" � 11 ' - 10 718" 10' - 0 7/8 ' � ;� �2, RECESSION INTO WALL PROVIDE CONTINUOUS FIRE ( 1 B �, � � �..� �. `� I RATING q� 3' - 0 3/4" 2� 3� t,j\� �� i�, 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6° FROM FINISH � �� FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , � `L�� g 4' - 55/8" 4' - 55/8„ 3 - 03 . �S � ;a , ,,� , �'; UNo g � � 3�\ � /�' �O 409W � 409W F S� S�� 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO �1\` \ R O R O � � . �,, � A3 36 �' �` �/ � SEE FIRE RATINGS, SOUND RATING , & DETAILS � . � ` � � /� 5 A5 27I � ASSOCIATED ,�D� \� � A6 12 . �,�\ � 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 'I ' DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 , . � � 1 � 5 ` ro�\� � �� `S� � 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 ' ,, Q- 410W A 410W B �'� � 409W D 409 G 'Q� �� DOORS eo � '`�� , 410 E1 �O , ,S O 09 H �� I 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 0 4j \� �O I , i�, A3 37 409W C 4 � 11 OR GAUGE OF EX ERIOR STUD WALL REFER TO EDWARDS, COLORADO 81632 B 411 E1 � �' X3 STRUCTURAL DRAW INGS 970 926 8960 F 970 926 8961 o ` ' o � —I— 3\� ro �; ` 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND o � � ,��b � � • `�r�� 6- � � LEVEL 2 ARE TO MAINTAIN A3 HOUR ASSEMBLYAS ' A3 39 2 11W C . �' \ 410W C �� ' � DETAILED ON SHEET A13 01 U N O 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO � c+�� w � - 4 � � �� _ MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL ap \ ��° ' � 4 O ;b�\�` �Q I N COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE � p� n�\�` 0 6'•, � A 3 HOUR ASSEMBLY � � ° O � / N 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES � \ M � J UNIT I I co 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES ! � 411 E 411 W B 7 410 _ a} N � 409W B � �� 7� � � `� 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND \ `, 0 409W I � I COMPACTS NOT TO BE LESS THAN 8' x 16' ALL DRIVE � A6 06 °�ti° �\`Z' 4'O9 � AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' � C1 T M � , � � 409 E3 /�� ". MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED � 3' - 5L5/8�� N - � � , � RE : A9 22 I �0•, PARKING C ' 2' - 8 3/4" Y' - 10 3/4" _ � �` 4 0 � � � 17 ANGLED PARKING TO BE 60° U N O Z __� 410 E ao �p� 409 E �� 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING � PENETRATIONS, WALL PENETRATIONS, AND WALL I � � !j- I 2 JOINING AND SEALING DETAILS U N O I R � � a UNIT \ ° r� � 4 W A � � , 4 I ' 410 � � N a os , ' 35° • � • � • � • • 1 ifl ifl 1 , i� � RE A9 23 4 0 � � 10 `� • � • � • � � �r .� ifl ' � 2' - 9" R 07 � � � 1936 MONTAUK HIGHWAY P� � 409W K ° BRIDGEHAMPTON , NY 11932 � C1 Z 2' - 9 7/�" 3' - 0 3/4" �b�\ I �`� �� ,, 631 537 3555 F 631 537 0558 . .� � ,, � �� D I (FF= 138' - 9" ) �.. / \ � ' � 210 Edwards Vdlage Blvd , Suite D-207 , PO Box 878 � . 409 E1 , Edwards, CO 81632 UNIT �� O CYf'CRCTC 9 ,7/8„ � - ' yw � ,�3°' \ �� y / U yLb 41b1 411 3' - 6 3/4,� \ s, � i� 6 4 2 � � � �� I M 10' - 9 3/8" 4' - 0 5/8" 7' - 11 "1 11 ' - 6 1 /2" 6� 3 1 /2" �i�, 4 0 ' �� I \ F� ISSUE/REVISION DATE NO � RE ' A9 24 � P1 P19 R O P1 �35� `'�� , Q-0 ,�� o , \ OWNER REVIEW 16APR08 ' :- / P1 � ., , ;° . g�` ,�h � CONSTRUCTION DOCUMENTS 8AUG08 C ' - 6 7/8" ��,, 409 M �� , , �,� • � • • � TOWN OF VAIL UPDATE 5FEB09 ' -�3/ " ' =F1 „ P� , � , �, � E - P1 P19 Z o C1 � 432 P / � 28 P� R O ��''� \ . � \ o REVISIONS � P28 `n P28 P p o ¢ P28 Q o� \ �`�� ,�� DESCRIPTION DATE NO � rn � , � O `o F `� { ° � .` : `� Q- � � ALIGN � � C� • (FF- 138' - 9" ) 1 N 8 � � � � _ DOOR CH NG DARY ENTRY 150CT08 1 � .. � 0 � � C� 3' - 4 3/4" I 1 ' - 1 3/4" `- � 09B O `r' ° � � � 2 `; 3 33 T O V UPDATES O4NOV08 2 � (FF= 138' - 9" ) ALIGN 17 - 4 O I P2 P7 P20 C1 C1 . d' P7 � P2 21 � � \ P1 P� �h� o ,�`1. \ ( � � ' P20 , S1004B G � _ PZ , , — o P20 ., � P1 C1 9 1 /8" P28 P28 � P19 v 4 9W N �,��`� � � I �' , , , \ i P20 �, CORRIDOR C1 3' - 9" R p P19 1 - 5�� `n � � 4 0 L430 P2 P2 � \ ��\� � h � \� � „ 4 � °° � 42g P20 P� ,� ' O '� 43 - 0 7/8 : I - � 3' - 6 3/4" 1 ' - 9" r, _ 3' - 6 7/8" 11 1 /2" p 8W A 3 1 /4" 3' - 9 7/8" 2' - 2 1 /8" 2 � ° ° 5' - 03/4" 5' - 03/4" 2' - 6" 12' - 7" 2' - 6" 2 - 11 1 /2" � 40 ' M 00 4' - 73/8" �� RO RO RO R � � - "� 6 5/8" / � � _..,.. � v ° P28 08W W B 08W C 0 W C 408W D 4 � 4' - 0 3/4" 6' - 0 5/8" / o � c� i� - �y � � v � � R O M � � p,, � � d' � 4 • 408 E3 � �' N 2 A3 12 406W K Zo P28 � � A6 07 N 086 • 08W F 1 - � NO GYPCRETE � ( � «� � "; o � � N d. 3' - 4 3/ " � � ' 08W F � � � "' .- 0 0 � 406W J 1 ' - 3/8" 3' - 11 1 /2" � � � � o � ' c•� R O � c.i � 408W G � O - � N _ in , _ � M (FF= 138' - 9" ) � P28 �' • ``' "��' � - — � : K � ° — — — a — — — � — — — � `r � _ � � � � � � ~ � 46 �� - - � � � � I TN � N ;� _ � ALIGN 1 ' - 6 1 /4" i� � C° � UNIT �,� N � (� � � 406W I RE 9 19 P28 CORRIDOR C1 P19 3' - 6 3/4" � 4�8 � I— � , _ „ P28 431 P13 408A � 7 , :a. � � J Q W � (FF= 138 9 ) _ � M M M RO � � � � - - - - - - - - - - • - - - - P2s RE A9 2 A6 07 0 � ° _I , , � � 408 E � I � . << I W � ` � L.L. 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P19 I _ � I 1G �501 E4 O M � � LEVEL 5 ENLARGED • • - DN � � � �n I , � � � 501W H � i � � - - � _ _ _ ; � 5 � � I , o I I � P L A N -A R E A #2 _ i A 5 1 0 A 6 9 5 0 1 W D � � P1 - - - - - I , _ v �''� I ap M ° ' ' ' P22 � ( • c� o w 1 � � T _ _ _ �'' _ ' 50 W G 01 W F _ � _ _ _ _ _ _ _ _ _ � � � 01 W E 01 W E 1 M i� _ — Z PLOTTED 8/19/2009 9 33 51 PM � _ J � � N _ • P1 P� F • . � �o U M � CHK'D BY Maggie Fitzgerald , AIA ' � � ( � N OO COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS O R O ��-�..{ 10= � " � I � R O � Q 7" � �� 3' - 0 3/4" � �� „ 1 ' 11 3/4" 2' - q," 5' - 0 3/4" N SHEET NUMBER • I 3' - 1 1 !�" 3 - 3/4 �5 1 /4" 2 - 11 7/8 � 5/8 � � I 2' - 11 114" � 7" � � 2 - LEVEL 5 - AREA #2 � 6 ' � _ Z "2�� 1 A3 56 B 'I /H�� _ � �-O�� (ALL PLANS THIS PAGE) � � 2 3 4 5 6 7 8 9 10 FINAL CD ISSUE - 8 AUG 08 D . P A PROJECT # 06232 . 00 i 11 12 13 1 2 15 � 6 17 18 19 20 GENERAL NOTES . � 40 42 8' - 10 7/8" 18' - 3 1 /8" 24' - 4 1 /4" 23' - 11 1 /2" A3 42 2 18' - 11 1 /8" 5' - 5 1 /8" 13' - 7 7/8" 13' - 6 1 /8" 5' - 6 7/8" 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO � NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT � 25' - 6" 59' - 4" 1 25' - 6 1 /2" 8' - 3 5/8" 2 IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR BEfWEEN THE DRAWINGSAND SPECIFICATIONS, NOTIFY THE ARCHITECT FOR RESOLUTION 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD 5' - 11 1 /8" - 0" 13' - 11 1 /8" 3' 0" 3' 0" 13' - 11 1 /8" 3' - " 5' - 11 1 /8" PARTITIONS ARE TO FACE OF STUD, U N O A3 44 2 CCD 052K' 4 FINISH DIMENSIONS ARE TO THE FACE OF FINISH AND — — — — — — — — — — — — — — — — — — NOTES ' FIN° OR "CLR" 1 ao bo _ 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � �* ` {' _ � N � _ � N 3 ELECTRICAL PANELS , & WASHER BOXES TO ALLOW � � � 1 � � � f�. � �� A "' _ _ _ _ _ A3 43 1 � _ � `n 12W E - 512W F 511 W A 511 W B Cn c, � _ _ 4 2 _ _ _ /� RECESSION INTO WALL PROVIDE CONTINUOUS FIRE , �,,� , t'1 RATING I M i M CCD 052 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6" FROM FINISH 2 _ 4' - 0 3/8" 9' - 0 3/4" 6' - 4 3/4" 6' - 4 3/4" 9' - 0 3/4" 4' - 0 3/4" 4' - 6 5/8" A3 41 2 A3 40 ' FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , UNO - r� R O R O R O � �� R � � � 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO 1 � o O 3 - 5 1 /8 O _ � � � SEE FIRE RATINGS, SOUND RATING , & DETAILS � � 511 W C ASSOCIATED 4 07 �2' - 6 3/4" � � �5 1 /4", � " � 512W 3' - 4 3/ " 2� _ 5 1 /4" 1 ' - 10 7/8" � � M 3' - 2 1 /4" 2' - 6I3/4" _ 8 AREAS 1NITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 � ~ g�� 3' - 2 1 /4" � 2' - 6 3/4" � 2' - 6 3/4" � _ -� � /4�� DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 - � „ , ' „ 5 1 /4" , ,. � �� M � 511W D � 5 1 /4" 3' - 0 1 /4" 5 1 /4" 4' - 9 1 /2" 8' - 3 5/8" bo 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 � 8 - 3 7/8 - 3 1 /4 3 - 0 3/8 3 - 1 /4 � o � 512W � •- DOORS � - R O R O R O R O _ ' 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 I RO RO RO R � � . . � � . � . PER LIFE SAFETY DWGS EDWARDS, COLORADO 81632 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO ,� 1 1 STRUCTURAL DRAW INGS 970 926 8960 F 970 926 8961 A6 11 � 12W 12W , rr 1 1 W 11 W A6 11 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND 'i W W o o W W LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS � B — — — — � � — � — — — �- � B 13 AEL COLUMNS ON LEVEL 3 THROUGH LEl/EL 8 ARE TO ' � 3' - 2 1 /4" MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL 3' 2 1 /4"� • � - � � 2 1 /4"� � � ' - 5 5/8" • . � - � - - - • _ _ � � � � � � � � � � � � _ �� 1 ' - 3 3/4" 3' - 2 1 /4" COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE 1 ' - 5 5/8" 6' - 7/8" 5' - 0 3/4" 3' - 6" 6 3 5 3/4 5' - 0 3/4" 6' - 7 3/4" N � A 3 HOUR ASSEMBLY 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES a� 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES � RO RO RO RO RO RO , 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND N ' COMPACTS NOT TO BE LESS THAN 8' x 16' ALL DRIVE I � 1 O • ° 10 AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' � A6 10 I C1 C� � A6 10 MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED PAR KI NG � W W � W W I 17 ANGLED PARKING TO BE 60° U N O � � Z _ -� � Z o T o 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING 2 � P1 :d. 3 _ � � C7 - � PENETRATIONS, WALL PENETRATIONS, AND WALL I 7 13 C 1 13W C Q � � Q A 1 10W - � � � � - � W B � 4 O JOINING AND SEALING DETAILS U N O I - � • � • • � - � • • — — — — — — — — — — — — — P� — — C 81 /2" p� 1 li UNIT UNIT � ( F= 150� - s° ) 512 511 , � , _ „ , _ , 6' - 03/4" 27' - 2" N 4 0 2� 2 6 0 3/4 RE : A9 44 RE • A9 43 1936 MONTAUK HIGHWAY � BRIDGEHAMPTON , NY 11932 8 2, _ 9„ (FF= 150' - 3" ) � 631 537 3555 F 631 537 0558 ' 8' - 0 1 /4" 10' - 2 7/8" ' �� UNIT � � � � � � � � � � � � � � � � � �� Sim Sim • — • • - - � • � . - • � - - • � • � - 210 Edwards Vdlage Blvd , Suite D-207 , PO Box 878 5 5 510 Edwards, CO 81632 • , ' . . . m ' Jti6 07 ,Sv 00 . . . � , -, ■ 070 O?6 �I 161 P13 � P18 P18 ' — • ' P13 DN � P15 � P19 P13 � � ►v I _ RE � A9 2 — � _ • ' — D ISSUE/REVISION DATE NO � STAIRS P20 � — — — �. — P20 ' , UNIT � o ' ST 3RS i P20 0 � � � P15 S4 UP P13 ' n I o 513 � P20 P19 • , OWNER REVIEW 16APR08 � I UP � P15 a - P19 � � P15 � � r. � � � P20 = � ' � CONSTRUCTION DOCUMENTS 8AUG08 � RE A9 45 � � ' � � � o TOWN OF VAIL UPDATE 5FEB09 . . �, . _ , . - . � . . , ,, � � � � - �- - TRASH R I sim `�' , : � LEV � RRIDO �RASH RII � o P19 - - - - - • � ` • � ELEV � . 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FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 � - PER LIFE SAFETY DWGS EDWARDS, COLORADO 81632 - 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO STRUCTURAL DRAWINGS 970 926 8960 F 970 926 8961 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND ', LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS DETAILED ON SHEET A13 01 U N O 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO A3 02 MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE 1 2 A 3 HOUR ASSEMBLY � 2 2 4 � 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES 4 0 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES 4 O 4 O 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND o � 2 e �� 1 2 3 4 5 6 7 8 9 10 z 11 12 13 14 15 16 17 18 19 20 z 21 22 23 24 25 26 27 28 COMPACTS NOT TO BE LESS THAN 8� X , 6' ALL DRIVE � 4 0 4 0 � AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' — MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED 10' - 3" 26' - 81 /8" 11 ' - 73/8" 6' - 0" 10' - 4" 21 ' - 43/4" 19' - 11 /8" = 27' - 51 /8" 18' - 31 /8" 24' - 41 /4" 23' - 111 /2" 18' - 111 /8" 13' - 77/8" 13' - 61 /8" = 21 ' - 10" 19' - 1 " 19' - 17/8" 23' - 10" 16' - 81 /8" 19' - 01 /2" 15' - 31 /8" 7' - 4" PARKING ' 17 ANGLED PARKING TO BE 60° U N O � ' " 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING � � � � 8' - 10 /8" ' - 5 1 /8" ' - 6 7/8" F— B PENETRATIONS, WALL PENETRATIONS, AND WALL 5 - 5 v 7 - 10 1 /4 JOINING AND SEALING DETAILS U N O I I 1 ' - 2" 18' - 7 3/8" 18' - 8 5 8" I 14 - 9 3/8" 10' - 1 1 /8" 23' - 9 1 /4" 10' - 1 1I/8" � 32' - 10 3/8" I I 25' - 6" I 59' - 4" I 25' - 6 1 /2" I I 32� - 9 3/4" � 10! - 0 1 /2" 23' - 10 1 /2" 10 0 1I/2" 13' - 1 7/8" I \ I ^ � I I s . — — — — — — — — — — ` — — — — _ — — — — — — — - — « I A �� ; . : :. �� . ��.. .. . . . .: : . .. . :..:. .: .: : .: . , �, , ,.: ..: :.::.: :.: I I N � � � - - 40 _ °� I I"' _ I I I I I I _ I °,' I � I °,' I ,��: `� ' ,o I I _ x2 = 1936 MONTAUK HIGHWAY � . :...... � D _ � . - .� � 00 � o ;< ' � CV N ' , , � � � �y, � BRIDGEHAMPTON , NY 11932 � � : '° " i� � 631 537 3555 F 631 537 0558 ..:.: _ . .. � � - � „ _ _ ao - � ; �, M � 210 Edwards Vdlage Blvd , Suite D-207, PO Box 878 i� o , � , � _ _ Edwards, CO 81632 � � a0 O � � ° ^ _ O � � - � ' ;' `�iS• N `� 070 026 � 161 I M � � — � _ � \ � �� ' w !7)� �'''"'�:;,, ,� � N � � c� � � , �� 4 fr, I X� ISSUE/REVISION DATE NO <; �..:: o � � � � �� `:.. � ; co � , � � � 4 0 I OWNER REVIEW 16APR08 ; , a, ; . .::::.:: � ; � � � � – _ � _ I f ': � I I ::. ; I I I ' I I I C � I � CONSTRUCTION DOCUMENTS 8AUG08 ; : I \ .,. 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P A PROJECT # 06232 . 00 �, . 3 � 2 GENERAL N � TES 4 O 4 O � 0 1 DO NOT SCALE DRAW INGS IF CRITICAL DIMENSIONS DO � NOTAPPEAR ON THE DRAWINGS, NOTIFYARCHITECT � g � 10' - 3" 26' - 8 1 /8" 11 ' - 7 3/8" 6' - 0" 5' - 5" 10' - 4" 21 ' - 4 3/4" 19' - 1 1 /8" 2 IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR BETWEEN THE DRAWINGS AND SPECIFICATIONS, NOTIFY 6' - 5 1 /8" 18' - 8" 18' - 8" 14' - 9 3/8" 10' - 0 7/8" 23' - 9 1 /4" 10' - 1 3/8" THE ARCHITECT FOR RESOLUTION 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD PARTITIONS ARE TO FACE OF STUD, U N O � — — — — 3� - 9 7/8�� 7 5/8"- -� — ; — — — — — — — —43' - 11 1 /2'"- — — — — — — 4 FINISH DIMENSIONSARE TO THE FACEOF FINISH AND � NOTES ` FIN" OR "CLR" f 6 � 4' - $ '� �4�� 4' - 8 3/4" ' 7 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � � � � �� e • � 6 13 : ELECTRICAL PANELS , & WASHER BOXES TO ALLOW A — — I — — � — R� � — :; � — — — — — — — /q RECESSION INTO WALL PROVIDE CONTINUOUS FIRE � o a RATING � : � CD 052J 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6" FROM FINISH � 614 E 614W F 61'4W G � „ FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , � I � _ � 4 5/8 _ 1 A3 47 � 3' - 0 3/4" - - - � • • • � - U N o °� � M O � � � � � � 10' - 0� 1 /4" 4' - 9" N ' - 4 1 /2" 4' - 5 5/8" 4' - 5 5/8" 3' - 0 3/4" �' o� 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO ' `' o � 614W E � � 4 1 � 1 A 45 SEE FIRE RATINGS, SOUND RATING , & DETAILS a0 M M o M � R Q � • 2 • • R O R 0 � `u'i I � ASSOCIATED , � � 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 � � � � 6 ° ap � � � I � �,�� ,, i �Tt- � - DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 ° " A 6 1 2 M o � 614W , � '��` , �� `3�� I • ,�'�, I � 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 3 0 3 8 6 1 8 5 5 5 F 3 0 3 8 6 1 3 0 2 7 � � DOORS _ I _ _ � � � - ' � ` O • "�u' �� • � 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS �, � 4 io � � � � � � � � � � o o � � � , ' 0225 MAIN STREET UNIT C101 PER LIFE SAFETY DWGS ' `'' � I A6 13 � � 3 613W E 613W F 73 0 � S 9 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO EDWARDS, COLORADO 81632 � ` , `� � 614 E3 � � I ��` �� p 1 � � S ,Q � ��Q,, 6 12 STRUCTURAL DRAWINGS 970 926 8960 F 970 926 8961 �^ � 613 E1 9 612 E3 0 ` 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND 3 M M I � � 6' • LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS 4 I ) ; � _ `;' _ I _ ' _ _ _ �j, _ �_ _ A6 12 � — ,� — B DETAILED ON SHEET A13 01 U N O � - - � � 61 A _ 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO `- � - � � c i I 613W D � � r MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL 4 2 I � � � � 614W D I o • � � 2 COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE � - N � � o � � � � A3 HOUR ASSEMBLY 4 0 I N � �° � � �� '�y, � _ 4 � 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES � � p � A3 47 3 � 3' - 5 1 /4" N 15 REFER TO SHEETA12 02 FOR EXTERIOR WALL TYPES � _ �, 614 I - • � ' � • • • r" 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND � � ° � 2' - 10 5/8° , „ � N COMPACTS NOT TO BE LESS THAN 8' x 16' ALL DRIVE - - - - • - � � o O 5 - 0 3/4 � AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' I o � - = ao M � � 613W C R � � MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED � � M M � M i� � o P A R K I N G c i � � �.,� 17 ANGLED PARKING TO BE 60° U N O � - °`� - � ' � 613W B = C� � 2W B 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING M 00 N � � o � 9' _ 8 ' O NENG ANI D SEAL`ING DETAI S UTNOONS, AND WALL g,n� R I I C - - � - _ � - - - - - -�- - � - - - - --I - - C I � o � 614W C � � 614 J � UNIT I � . 613WA � ITE T 1 � � � ` 613 _ Z � 1936 MONTAUK HIGHWAY � � R O 3� - �� RE . A9 61 � BRIDGEHAMPTON , NY 11932 ` 40 , _ _ I � 14W B UN � a � 2' - 1 1 / " 4' - 0 3/4" 6" U N IT I � 631 537 3555 F 631 537 0558 �n _ o � 614 612 210 Edwards Vdlage Blvd , Suite D-207 , PO Box 878 � 00 ' 14W B 1 = C1 Edwards, CO 81632 A3 49 1 � � � � I � � R E /�►9 �Z p� C� 9 T 0 9 2 0 4 I � I D - - - _ - - - - - - - - - - - RE A9 60 - - �� . 12 °,° P1 2' - 11 1 /2" P1 D ISSUE/REVISION DATE NO I " � �' 8' - 21 /4" 15' - 57/8" 1 ' - 91 /8" o � A6 09 I OWNER REVIEW 16APR08 � � M I CO g�� 1 ' - 9 1 /4" 7 3/4" � CONSTRUCTION DOCUMENTS 8AUG08 � _ O 614W A i �n P� 10' - 1 7/8" 3' - 6 3/4" 3' - 1 " P2 NO GYPCRETE � TOWN OF VAIL UPDATE 5FEB09 � � � o P20 R O � � P� C REVISIONS E 614 E4 . , N P19 P 9 P19 P1 � � C DESCRIPTION DATE NO P2 \ * j � � . � ��\�` P28 m P28 M P20 ELEC � � C� p28 I � ASI 2-UL UPDATING 21AUG08 1 _ _ � �;' 00 � � � ' PZ$ � � 6Z3 � `- � ASI 17 -UNIT ENTRY DOORS 01 OCT08 2 C / c� - � � �;� ' F ASI 20-WALL ADDITION/MOVE 030CT08 3 ` r � ,�� 614 R 0 N v ASI 25-STONE WALL 100CT08 4 A3 51 � N I � , C1 � - 4 3/4 P28 � ' CORRIDOR C� � I � P28 C1 . 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I I N � - - - - - � � LEVEL 6 ENLARGED STAI RS 0 WD 1WC 01WC , i � � � P - WALL, INTERIOR & EXTERIOR STRUCTURAL SLAB � 0 W F 01 W F 601 • SC � � TO MOVE 2'-0" SOUTH TO LOCATION SHOWN o I I ' o 1 `- � • rn � , $' ' 8 5�8" R O � I i � R O 8� - $ 5�$ � PLOTTED 8/ 19/2009 9 03 40 PM R ,p �� 1 ' 11 3/8" 1 ' - 0 /8" R O T _ � _ _ _ � �� 5 1� �, _ T �„ — — — — — — — � — T CHK'D BY Maggie Fitzgerald , AIA 3' - 4 ' 3' - 03/4" W 1 Z OO COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS . �� 0' - 4 1 /2" � „ J 2 - 8 1 /2 1 - 11 3/4 V c� N SHEET NUMBER � I 61 ' - 2 112" � Q � " � LEVEL 6 - AREA #2 � g (ALL PLANS THIS PAGE) � 1 /8" = 1 '-0" FINAL CD ISSUE - 8 AUG 08 D . P .A PROJECT # 06232 00 1 i1 1 i2 1 i3 � 1 �4 2 1 i5 � i6 1 i7 1 i8 1 i9 2i0 G E N E RAL N OTES s 8' - 10 7/8" 18' - 3 1 /8" 4 � 24' - 4 1 /4" 23' - 11 1 /2" 4 � A3 42 18' - 11 1 /8" 4 2 5' - 5 1 /8" 13' - 7 7/8" 13' - 6 1 /8" 5' - 6 7/8" 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO � 25' - 6 1 /4" 59� - 3 7/8° 1 4 2 25' - 3 1 /2" 8' - 6 5/8�� NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT ' P, 2 IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR ' I I BETWEEN THE DRAWINGSAND SPECIFICATIONS, NOTIFY " t€'a, 5' - 11 1 /8" 3' - 0" 13' - 11 1 /8" 3' 0" 3' 0" 13' - 11 1 /8" 3' - 0" 5' - 11 1 /8" THE ARCHITECT FOR RESOLUTION A3 44 2 CCD 052K 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PARTITIONSARE TO FACE OF STUD, U N O � _ _ 4 FINISH DIMENSIONS ARE TO THE FACE OF FINISH AND N � N 3 NOTES ` FIN" OR °CLR' r in � � o �n 11 W E 611 W F - o � 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � � �+►� � � � �� A _ _ _ _ A3 43 1 _ � _ _ _ � � _ _ 4 2 _ _ _ A ELECTRICAL PANELS , & WASHER BOXES TO ALLOW � � � ' M � ' R E C E S S I O N I N T O W A L L P R O V I D E C O N T I N U O U S F I R E "' � `� CCD 052L RATING 2 � 4' - 0 3/8" 9' - 0 3/4" 6' - 4 3/4" 6' - 4 3/4" 9' - 0 3/4" 4' - 0 3/4" 4' - 6 5/8" A3 41 2 A3 40 � s DOOR ASSEMBLIES IN CORE & SHELL ARE 6" FROM FINISH FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , \ 1 UNo 1 o O R � RO RO 3' - 51 /8" R � O _ � 4 07 � �� 5 1 /4" � � � 3' - 4 3/ �� , „ , _ „ ' � � 5 1 /4" 2' - 6 3 I4" 4 �� 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO 2 - 6 3/4 2 - 5 1 /4 1 10 7/8 }c� 'I SEE FIRE RATINGS, SOUND RATING , & DETAILS i � g�� 3' - 2 1 /4" 2' - 6 3/4" � _ � 2' - 6 3/4" ' - 2 1 /4" � ASSOCIATED � 8' - 3 7/8" ' - 3 1 /4" 5 1 /4" 3' - 0 3/8" 3' - 1 /4" o O 611 W 610W O 3' - 1 /4"� 3' - 0 1 /4" 5 1 /4" 4' - 9 1 /2" 8' - 3 5/8" ' s AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 ao DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 � R O R O R O R ' � � � R R O � 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 v DOORS • � � � � ' � � � • 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, ' 6 0225 MAIN STREET UNIT C101 � A6 11 1 4 I PER LIFE SAFETY DWGS EDWARDS, COLORADO 81632 • 11 W 11 W • � 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO � 10W E 610W A6 11 q 2 STRUCTURAL DRAWINGS 970 926 8960 F 970 926 8961 0 0 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND B _ _ _ _ _ _ _ _ _ _ — _ — LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS � 611 E3 611 E � 610 E3 610 E 1 ' - 5 5/8" DETAILED ON SHEET A13 01 U N O i . . � . � . � . . 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO 3' - 2 1 /4" ' - 2 1 /4" 1 ' - 5 5/8�� 1 ' - 3 3/4' 3 - 2 1 /4" = MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL 1 ' - 5 5/8" 6' - 7/8" 5' - 0 3/4" 3' - 6" 6 3' - 5 3/4" 5' - 0 3/4" 3' - 2 1 /4" 6' - 3/4" � 1 ' - 3" COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE � A 3 HOUR ASSEMBLY � R O R O R O R O R O R O ' 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES N 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES 10 T • • � P� o � 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND 10 COMPACTS NOT TO BE LESS THAN 8' x 16' ALL DRIVE A6 10 � � C� C1 � � A6 10 AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' i I � I I M I MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED W w PAR KI NG Z � � Z P� � _ _ � P� � o 0 2 17 ANGLED PARKING TO BE 60° U N O ; � J � 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING � i 7 � � � � � � � � � � � � p� Q � r� Q � � � � � � � 4 07 pENETRATIONS, WALL PENETRATIONS, AND WALL 12W C � ��_ �,,i, 09W A 1 4 0 JOINING AND SEALING DETAILS U N O 9' - 1 5/8„ s � �2�� 611 610 P1 C P1 �2�� - 2° 6' - 0 3/4�� RE : 9 59 RE : A9 58 6' - 0 3/4° 2�� 2�� 1 N � 4 0 p� g , „ , „ � 1936 MONTAUK HIGHWAY BRIDGEHAMPTON , NY 11932 " (FF= 161 ' - 9" ) g� _ 0 1 /4" 10' - 2 7/8" 10 - 10 7/8 2 - 9 � 631 537 3555 F 631 537 0558 (FF= 161 ' - 9" ) ' UNIT P13 � - 612 - - - • - - - - • - - - - - - • - - Sim Sim 5 5 210 Edwards Vdlage Blvd , Suite D-207 , PO Box 878 RE A9 _ 60 �o P19 p� o A5 07 A5 08 p� q ' co p� � UNIT Edwards, CO 81632 � .� pN � P I � — Cn N_ 609 570 920 4 I � I D _ � � � STAIRS � P20 � � � P20 P15 STAIRS _ � D ISSUE/REVISION DATE NO RE : A9 5 � � �- ° I : S3 � � � P2o S4 uP � _ ' � , P15 � OWNER REVIEW 16APR08 � • . UP P15 Q . P20 � P19 _ ¢ � � � �° � P19 : � � � o CONSTRUCTION DOCUMENTS 8AUG08 M P13 _ ' • ' �• ' -- - ' ' ` ' • - • ' ` " - � TOWN OF VAIL UPDATE 5FEB09 N - -� , ,- - � - _ - - - - - - - TRASH RM � � TRASH • - - - - - - — - - -� - N Sim � r� r� E EV � ORRIDOR P19 625 s 6 � o � 624 _ CORRIDO � _ ELEV ' � S�m _ E REVISIONS E - � - - _ - - - - - - - - - o _ ° 0 4 0 634 6� P2 `° � P2 62 637 P15 E5 0 � o I o DESCRIPTION DATE NO � � � P28 � ASI 9 - WINDOW TAGS & 11SEP08 1 � o , N P28 , , � �I P15 P20 P2 P19 P19 P20 � 'v � _ ' rn ' — — co 1D � J� — — � _ _ _ _ � — _ � � _ � _ � SCHEDULE F - - - � � � � � � � � � � 9' - 0" 4' - 7718" 13' - 61 /8" 10' - 111 /4" � 3' - 6 3/4" 10' - 11 1 /4" 8' - 10 7/8" 10' - 3 1 /8" P13 8' - 0" ALIGN P28 _ � � ALIGN R O � � o = - � M � CORRIDOR ELEV. VESTIBULE 3' - 6 3/4�� ' `° � R O I I � ELEV. 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PROJECT # 06232 . 00 � 2 � � 2 A3 38 B 23 2 25 4 0 26 27 2 $ G E N E RAL N O T ES � . � � 19' - 1 " 19' - 1 7/8" 23' - 10" 16' - 8 1 /8" 19' - 0 1 /2" 15' - 3 1 /8" 7' - 4" � 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO ' . 6, NOT APPEAR ON THE DRAW WGS, NOTIFY ARCHITECT � � � 2 IF DISCREPANCIES OCCUR BETINEEN DRAWINGS OR � ' 7., � 3 BETWEEN THE DRAWINGS AND SPECIFICATIONS, NOTIFY THEARCHITECT FOR RESOLUTION — — — — — O — — — o— — — u'' — — — — — — X2 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD \ \ ^ 2 � �S� 2� PARTITIONSARE TO FACE OF STUD, U N O \ � i�/ \ , 4 FINISH DIMENSIONSARE TO THE FACE OF FINISH AND A � n�\�` . � �, �� — NOTES ` FIN" OR "CLR" 43' - " CCD 052M� 6 ` ��,�0 �, � "� , 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � � � � �� 3 n� ' �'' u'i 2 ELECTRICAL PANELS , & WASHER BOXES TO ALLOW A3 40 CCD 052 1 ' - 0 718" 11 ' - 10 7/8" � 1 1 ' - 10 7/8" 10' - 0 7/8 ' � 1 ,�� 0�� l �' �� ,0 I RECESSION INTO WALL PROVIDE CONTINUOUS FIRE ' ' RATING ' 1 \ � 2, rl,`L � � �� i� 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6" FROM FINISH I �� 3' - 0 3/4" � �� sT \ �,�` , � > �� I FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , � ' '� ' - 4 1 /2" 4' - 5 5/8" 4' - 5 5/8" 3 - 0 3/4 �� `� '�' S� U N o � \�` � 607W F �" `�� I _ 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO . � � � � � � � �Q \ p"� � ' 607W � p � SEE FIRE RATINGS, SOUND RATING , & DETAILS �1 R O R O s, � A3 36 ' ' � �O �� `��sr-. 4 0 � ASSOCIATED � �� `� � ��i� , � � 607W G "?.� �isr�. � I °r° 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 � ` � , � � ,Q u � 5 O��D� p .Q � DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 � � 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 3 ' � 607W 607 H � �� Q � DoORs � °� 08W A 608W B 7 2� '' �S 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, � • �ay 3S� �Q . �\�` ��, , 0225 MAIN STREET UNIT C101 � � � � �\� � 609 E1 A6 12 608 E1 I ' Q 6 �� 37 "� 607W C 607 I ��'' �� 11 FOR GAUGE OF EX ER OR STUD WALL REFER TO EDWARDS, COLORADO 81632 i B 0 ;� • • � o s!. ' STRUCTURALDRAWINGS 7 � 9 I 3\ �, ; S, "'; 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND ° 609 C � 60 C �"�� rO I �P�� iA,, �� `S��I �, LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS o � • • • � � ,�� Tr, �sr., p I DETAILED ON SHEET A13 01 U N O , � ' `' �i 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO A3 39 A6 12 ' rL� �„�\�` � A�' MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL � o � � . � . . � . � . o � � . COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE A 3 HOUR ASSEMBLY � I \ _ 4 ��'b �cL �O S 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES I � ' ° 4 O O � I �� 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES � M � ` ' . �� 0 • • � � �� 16 ALL FULL SIZE PARKING SPAGES TO BE 9' x 18' AND i� 9W B � \ 6�$ _ � N � �O � 11 I �� 'i N COMPACTS NOT TO BE LESS THAN S' x 16' ALL DRIVE 09W B op � - 07W B 6; A'' ' AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' i � � � �p, � MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED ', � 6, 5' - 0 3/4" � 1 "; �- � 0 W B 1 I 607W J PARKING , _ ' \ 4 0 608 E N O ao ��\ I � 607 E � 18 REFER�TO SHEIET AO 03 FOR �INT RIOR CEILING C - _ � , . — PENETRATIONS, WALL PENETRATIONS, AND WALL � , 3' - 10 7/8" ' 4 3/4" �O � / � � c i 07W A 607W K 2 JOINING AND SEALING DETAILS U N O I o ` ` . � . � . � ` � � 0 A1 42 1 M � � 13yo � I I N / \ 4 0 07 - LL �- _ � $ i � 'l�� RE 9 54 . � . � . � � 1936 MONTAUK HIGHWAY I 2� _ 9 ��8� g � 10 � � BRIDGEHAMPTON , NY 11932 UNIT ' - 9" ` 1 � P� A6 13 I , 607W L ��\, 631 537 3555 F 631 537 0558 ��i 609 = _ ' - 0 3/4�� ti 607W � ' � 210 Edwards Vdlage Blvd , Suite D-207, PO Box 878 R � oQ �7 \ D� � � � Edwards, CO 81632 D ' � O � • � . � ` . 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PROJECT # 06232 . 00 FINAL CD ISSUE - 8 AUG 08 �--,.°»°--.�.R.-�-., GENERAL NOTES � �� 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO • NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT 2 IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR BETWEEN THE DRAWINGSAND SPECIFICATIONS, NOTIFY THE ARCHITECT FOR RESOLUTION 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD PARTITIONS ARE TO FACE OF STUD, U N O 4 FINISH DIMENSIONS ARE TO THE FACE OF FINISH AND NOTES ' FIN' OR "CLR' 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � � � � � �+•� � q � �*. �� ELECTRICAL PANELS , & WASHER BOXES TO ALLOW � l 4r RECESSION INTO WALL PROVIDE CONTINUOUS FIRE RATING 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6" FROM FINISH FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , UNO A3 02 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO SEE FIRE RATINGS, SOUND RATING , & DETAILS 1 2 1 2 1 2 ASSOCIATED 8 AREAS WITH DEFERED SUBMITTAL TAG ► NDICATE 2301 BLAKE ST , STE #100 4 0 4 0 4 0 2 4 0 4 � 4 0 DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 0 � DOORS 1 2 3 4 Q5 6 7 8 9 10 Z 11 12 13 14 15 16 17 18 19 20 z 21 22 23 24 25 26 27 28 � o FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 PER LIFE SAFETY DWGS EDWARDS, COLORADO 81632 J J 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO 10' - 3" 26' - 8 1 /8" 11 ' - 7 3/8" 6' - 0" 10' - 4" 21 ' - 4 3/4" 19' - 1 1 /8" = 27' - 5 1 /8" 18' - 3 1 /8" 24' - 4 1 /4" 23' - 11 1 /2" 18' - 11 1 /8" 13' - 7 7/8" 13' - 6 1 /8" = 21 ' - 10" 19' - 1 " 19' - 1 7/8" 23' - 10" 16' - 8 1 /8" 19' - 0 1 /2" 15' - 3 1 /8" 7' - 4" STRUCTURAL DRAW WGS 970 926 8960 F 970 926 8961 �� p 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND 5� _ �� ' 8' - 10 18" � - 5 1 /8" 5' - 6 7/8" I— p LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS Q Q DETAILED ON SHEET A13 01 U N O � � 1 ' - 2" 18' - 7 3/8" 18' - 8 5 8" ( 14 - 9 3/8" � 0' - 0 7/8" 23' - � 1 /4" 10' - 1 �/8" � 32' - 10 3/8" � � 25' - 6" � � 59' - 4" � � 25' - 6 1 /2" � � 32 - 9 3/4" � 10'� - 0 3/4" 23' � 10" 10' - 0 �/4" 21 ' - 0 1 /8" � � � � 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO i � � MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL - COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE � — � — — — — — — — — — — — — — — — — — _ — — — — — — — — ":::: � ;, _ ;: A 1 FOR INTERIOR WALL TYPES � e ; 14 REFER TO SHEET A13 0 ` ' _ _ ' 3 15 REFER TO SHEET Al2 02 rOR EXTERIOR WALL TYPES � � _ _ Cr> - - , 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND 6' I I I N I _ ' °,' I I I 6' I _ I I I I I I _ I oo °,� I � I _ °,� 4 p �2, I I I COMPACTS NOT TO BE LESS THAN 8' x 16' ALL DRIVE ao N (V (V i� \ `� � AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' ap � � � � ' ' D 7i � I MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED � � � ' o � `– I � � � I �6 PARKING , � �-- _ 0 � . :::. � � _ � 60° U ' , in � = ' � 18 E ; " GTOBE NO r > M ° - ' - � - � - � - � NS, WALL PENOETRATIONS, ANDIWALL � • . .. . .. ....... .. � PENETRATIO B � ° :<: 1 �— , ......, . ...... _ ,,. ., .. � ; _ � � � � " c, JOINING AND SEALING DETAILS U N O � o0 0 0 � = ` - »: 2: - I � � � � I :: o - >_: >: o� �,�,. co � � � � , ;, �6 I � N - ' � � M * * � N � � ; � � `* �j� � 0 � ..... .. . � � � � :i:.�; � a:z:::::>:;�'s�;� _' � .a`". <:t�t <t::;.,,\.�.,.., a � ,,,. .. . . s ;:. < � CO � <: , � �'' � ; 1 . � — �: � ,,. x « st i , .„:. .. : . 0 :, .. ... .. ,' .: . :: .:.: :.:: : - � ,z. :: i . � ; ,. � . : : � �� . 3 � - i a......;.:. ::::...:::::. ...:::...:::: ::.. . ,. : : ��.a\�. . � . . .. . .. .:: : ....... .:.::a ; ....... ..... � � � „ �, . ..:.: I I ' ,.:,... .., :;;,;;:. , � I I �I � I I � I I I ,. : ;, ;...:.. .. . ...:....:.. ; - C � < � ' ' ; ' _;; N 1936 MONTAUK HIGHWAY I � � � � BRIDGEHAMPTON , NY 11932 � . ; , <<: co � , ;., ` - ° - - � � ' •" 631 537 3555 F 631 537 0558 � � 4 0 ao � "' , � ; ,< ',. r� 210 Edwards Vdlage Blvd , Suite D-207 , PO Box 878 rn `4"�" ;t.:. .. � .. _ -- _ . :: :.::::. .<,.:;.<:.;;>.<.;:. ,.., I ,.,.:>.,:::..:>«;<:.�t>... <:.� ,:::;:::<:>::>:�:::::..<::>::°.� � .� � �. � � \ Edwards CO 81632 , I I �:�__.. 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PROJECT # 06232 00 � 1 GENERAL NC) TES ` 1 2 3 40 4 5 6 7 8 40 9 10 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO � 10� - 3�� 26' - 8 1 /8�� 11 ' - 7 3/8�� 6' - 0�� 5' - 5�� 10� - 4" 21 ' - 4 3/4" 19' - 1 1 /8" NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT 2 IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR BETWEEN THE DRAWINGSAND SPECIFICATIONS, NOTIFY I I I I I I I I I THEARCHITECT FOR RESOLUTION � ' _ 2" 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD 6' - 21 /8" 18' - 8" 18' - 8" 14' - 93/8" 10' - 07/8" 23' - 91 /4" 10' - 13/8" PARTITIONS ARE TO FACE QF STUD, U N O 4 FINISH DIMENSIONSARE TO THE FACEOF FINISH AND _ _ _ NOTES ' FIN" OR "CLR" � 4' - 4 3/4" 4' - 4 3/4" _ 43' - 11 1 /2" 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � ; ( � ��* � q � �� 6' ' I - 0 3/8" 9 1 /4" 5' - 2 7/8 ' � ELECTRICAL PANELS , & WASHER BOXES TO ALLOW � � € 'G�� — v — � — I — — I — R O R O — ' _ I — I I — I — — — � _ _ _ I _ A RAT NGSION INTO WALL PROVIDE CONTINUOUS FIRE � � 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6° FROM FINISH � CCD 052J FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , 712W C 712W D „ � � - � � � • � • I U N O 4 5/8 � 1 A3 47 � 2� 3 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO °� I I I I N 6� - 0 3/4" I 6' - 9 1 /2" � I � 3' - 0 3/4" I • S"�Sto 4 � � 1 A3 4 ASSOCIAT DTINGS, SOUND RATING , & DETAILS 00 � R O � � • � � ' - 4 1 /2" 4' - 5 5/8" 4' - 5 5/8" 3' - 0 #/4" c� 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 I P$ P$ P8 � , � 7Q, � � _ � DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 . � . • • • � '�� R O R O I 6� ,�' I � � 9 DO RSANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 ' 12W E 1 12W I �C� � r�"�� ( � ,Q ` u' �/��' • � � 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 I I • ' - I P8 I I � ' � O �'� PER LIFE SAFETY DWGS ,s 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO EDWARDS, COLORADO 81632 I M � ( 2' - 6 3/4" 3' - 9 7/8" ' , �'`�� 0 711 W D 711 W E •13So �i�,, � STRUCTURAL DRAWINGS 970 926 8960 F 970 926 8961 I � � �y 0 12 E1 � 11 ' - 3" 15' - 9 1 /8" • 3�� Q 11 E 1 11 E1 'Q `�; � � 12 ALL COLUMNS ON THE GARAGE LEVEL, LEI/EL 1 , AND � � Q 6, � � LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS � M I I � �''� I _ 4 I c�, ' � � iF � � DETAILED ON SHEET A13 01 U N O i — I 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO i � � g o MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL � I � A6�� N I I I 711 C I A6 12 , 71 F ( � COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE I � � _ p � 2 E � • • A6 12 , � 2 A3 HOUR ASSEMBLY I r� _ : - 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES I � � � - � P� M �h � c�,�� _ _ 4 O 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES N M N 3 47 3 ^ � • � • � � • � • - N N 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND ' 3' - 5 1 /4" 00 COMPACTS NOT TO BE LESS THAN 8' x 16' ALL DRIVE � _ '- c•� - — • I P8 I o � . � . . I 2' - 10 5/8'� � N N AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' � 5' - 0 3/4" MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED I � _ � � 0o P� R 0 i� � � PARKING � 17 ANGLED PARKING TO BE 60° U N O � � 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING � � pg � _ = PENETRATIONS, WALL PENETRATIONS, AND WALL � � 10W A 1 JOINING AND SEALING DETAILS U N O Y I I I � UNIT � � UNIT I � owa � — — — - �, — 712 — � — _ — — — 711 — — — C I � ` � Ps RE A9 75 � �° 712W F '� RE 9 74 H I � I P$ � 7 1W 711W B � ' � N R O R O (V (V 1936 MONTAUK HIGHWAY 40 BRIDGEHAMPTON , NY 11932 �° � 2' - 4" g�� U N IT � � 631 537 3555 F 631 537 0558 � _ ' 2' - 03/4" � ' ' ' ao � � 4' - 0 3/4" 3' - 7" 710 `° C° M � � 712W g � N � � � 210 Edwards Vdlage Blvd , Suite D-207 , PO Box 878 � � Edwards, CO 81632 l,l,U 'ILUH � o I I � `� IQ m I = I I I = I = I = RF � p`A �-� o�oo�G41G1 � I P1 P1 712W C _ _ _ _ _ — — — — � _ D ISSUE/REVISION DATE NO — — — — � — P1 I � �, 2' - 11 1 /2" 3' - 6 3/4" 1 ' - 4 1 /2" OWNER REVIEW 16APR08 M � 712W D 8' - 2 1 /4" 15' - 5 7/8" 15' - 1 " 5' - 1 3/8" � � r� � �. N ALIGN I I P� ;� � CONSTRUCTION DOCUMENTS 8AUG08 � � co � 8 1 /2" 3' - 6 3/4" = 8" 4 3/4" R p _ � _ � TOWN OF VAIL UPDATE 5FEB09 � - " - � „ c� � �� „ � �� o 0 � o ~ � 6' - 07/8" 3 - 1 1 /4 � 8 - 6 3 - 43/4 3 - 4 � � � N 712W A � -c,v o R O p20 R O I REVISIONS � P P19 DESCRIPTION DATE NO P8 � - - � - - -� - - � N � _ - - - - _ _ - - - - � 00 o N P2 ~ N o P20 P28 P19 P19 P2 E�2 � � o o ASI 2-UL UPDATING 21AUG08 1 / M P28 � Q P20 , � m C7 � � ASI 19 LIFT AND SLIDE DOORS 020CT08 2 � 3 �r, P$ c� �r, � P2 � � ASI 20-WALL ADDITION/MOVE 030CT08 3 — — — — � — — F ASI 25-STONE WALL 100CT08 4 / � C1 N ' � - MOVE-RAILING CHANGE - � bo � 4 - 1 5!8" � � � � r� � ALIGN � _ � � p �29 � P28 CORRIDOR C1 . C1 � � P28 C� CORRIDOR ' `r '- � T O V UPDATES O4NOV08 5 � A3 51 � � � P7 � 3' - 6 5/8" R O � � � 17' - 4 1 !2" `- � � � Q � C1 . � . . � . � . 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P .A PROJECT # 06232 00 11 12 13 1 2 15 16 17 18 19 20 GENERAL NOTES " 8' - 10 7/8" 18' - 3 1 /8" 24' - 4 1 /4" 23' - 11 1 /2" 4 � 18' - 11 1 /8" 13' - 7 7/8" 13' - 6 1 /8" 5' - 6 7/8" 5' - 51 /8" 4 0 A3 42 4 2 4 2 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO 25' - 6 1 /4" 59' - 3 7/8�� 25' - 6 1 /2�� 8' - 3 5/8�� NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT 2 IF DISCREPANCIES OCCUR BEfVVEEN DRAWINGS OR � BETWEEN THE DRAWINGSAND SPECIFICATIONS, NOTIFY THE ARCHITECT FOR RESOLUTION 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD 5' - 11 1 /8" 3' - 0" 13' - 11 1 /8" 3' 0" 3' 0" 13' - 11 1 /8" 3' - 0" ' - 11 1 /8" PARTITIONSARE TO FACE OF STUD, u rv o A3 44 2 CCD 052K 4 FINISH DIMENSIONSARE TO THE FACE OF FINISH AND _ _ _ _ _ _ — — — — — — — — — — NOTES ` FIN° OR "CLR" � _ _ � 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � ' +' � �� j � � � � N 3 � ELECTRICAL PANELS , & WASHER BOXES TO ALLOW � � � � A3 43 1 � o in 09W G 709W H � o � 4 2 � � RECESSION INTO WALL PROVIDE CONTINUOUS FIRE A — — — — — — — � — — — — � � — — — — RATING ' - c� � 6 D O O R A S S E M B L I E S I N C O R E & S H E L L A R E 6" F R O M F I N I S H ' M � m A3 41 CCD 052L FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , 2 : 4' - 03/8" 9' - 03/4" 6' - 43/4" 6' - 43/4" 9' - 03/4" R � 4' - 658" 2 A340 � UNO 1 o O R � R O R O 3, _ � �g�� M ' 1 ,� 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO 4' - 0 3/4" o � - � SEE FIRE RATINGS, SOUND RATING , & DETAILS � 4 07 2' - 6 3/4" 5 1 /4" �' v � ' " ' � � 5 1 /4" � _ �� 4 07 ASSOCIATED 3 - 4 3/ 2� _ 5 1 /4" 1 ' - 10 7/8" � �n � 2 6 �4 1 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 6" 3' - 2 1 /4" 2' - 6 3/4" - _ 2 - 6 3/4 - 2 1 /4 � � DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 � � 3' - 1 /4" 3' - 0 1 /4" 5 1 /4" 4' - 9 1 /2" 8' - 3 5/8" _ ' _ ' 9 NOTE RANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 8' - 3 7/8„ ' _ 1 3/8" 5 1 /4" 3' - 2 1 /8" 3' - 1 /4" o � 709 W 708W E o � � � DOORS I R O R O R O R ' � R O R O R O R O I 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 � v PER LIFE SAFETY DWGS . � . � . . . . � � � . 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LEVEL 7 - ARE � #3 ' � � � � ► � � � 1 � /H�� _ � �-O�� (ALL PLANS THIS PAGE) � FINAL CD ISSUE - 8 AUG 08 D P A PROJECT # 06232 . 00 I �----�-,. a 21 C 22 A3 38 23 2 25 4 0 6 27 28 G E N E RAL N O T ES � B X1 � 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO � NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT "' 19' - 1 " 19' - 1 7/8" 23' - 10" 16' - 8 1 /8" 19' - 0 1 /2" 15' - 3 1 /8" 7' _ 4„ ;; , 2 IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR '; � BETWEEN THE DRAWINGSAND SPECIFICATIONS, NOTIFY — — — — — — \ — — — — — — — — — — — — — — — — — — — — — THE ARCHITECT FOR RESOLUTION � 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD � ^ PARTITIONS ARE TO FACE OF STUD, U N O r \ iI, \ 4 FINISH DIMENSIONS ARE TO THE FACE OF FINISH AND D � � CCD 052M� 6 NOTES ' FIN° OR "CLR" ' A — 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBWG WALLS, � � � � �� ry � �� 43' - 11 1 /2" ELECTRICAL PANELS , & WASHER BOXES TO ALLOW � CCD 052L 1 1 RECESSION INTO WALL PROVIDE CONTINUOUS FIRE A3 40 p RATING � 0� - 0 7/8�� 11 ' - 10 7/8�� 21 ' - 11 3/4" � " ^ 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6" FROM FINISH I . � . � . � . . . � . n� � FACE OF ADJACENT PARTITION TO EDGEOF DOOR LEAF , � � • � • � • . • — • � • 3' 0 3/4" , „ , „ 3' - 0 3/4" U N o 4 - 5 5/8 4 - 5 5/8 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO .• • � SEE FIRE RATINGS, SOUND RATING , & DETAILS . ,�� , • R O R 4 I A3 36 � ASSOCIATED I `b �b I 1 6'' 00 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 � ,�D� � hh�� • �u' Si�, � I � DIAGRAMATICPURPOSESONLY DENVER, COLORAD080205 � O 'P �p, 5 I 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 706W B 706 C �3 0 `�: � DOORS 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, � ,, �35° S 6� ( ,, � 0225 MAIN STREET UNIT C101 00 � I 3��` � 06 E • 06 E1 � �Q-. • , ,p, PER LIFE SAFETY DWGS EDWARDS, COLORADO 81632 � � � � Q- � \ I O I 2 A3 37 / — � ' — 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO B ° S�' �'� v � STRUCTURAL DRAWINGS 970 926 8960 F 970 926 8961 , � � /\ 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND ° 70 A � 9 I � 70 D o • LEVEL Z ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS o � o A 12 9 �j � DETAILED ON SHEET A13 01 U N O • • A6 12 7 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO � �`3 39 2 • 'P ��' 9 MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL `- h � w = , � A6 14 / COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE = . � . � . :� . � . � . � � � � � � � � � � � � M I 607 E3 I I N A3 HOUR ASSEMBLY � I o � / 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES `� � I N 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES - P M � 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 1 S' AND � 07W C ALIG 706 E �I � . � � / COMPACTS NOT TO BE LESS THAN 8' x 16' ALL DRIVE ', � � � AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' � � N = � 1 � UNIT � PARKING FOR ONE WAY TRAFFIC FOR 60° ANGLED � 07W C C� _ � � G�� g, 607 - L \ 17 ANGLED PARKING TO BE 60° U N O � 5' - 0 3/4" 6' - 3 5/8" \ 4 . � / _ 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING C ' � � 4 � 4 ,� �2�--- � � PENETRATIONS, WALL PENETRATIONS, AND WALL i R O �, A9 5 � / JOINING AND SEALING DETAILS U N O U IT - `� \ 2 I CO s. - 7 6 � '2 � '� EXTERIOR � � 4 2 � � P8 �i�,,, `ti WALL \ N H I � M ,. 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P .A PROJECT # 06232 00 �� ,."'"'�.,,,.��. 11 12 13 ' 1 2 �� 15 � 6 17 18 19 20 GENERAL NaTES r 4 O � 0 42 � ' - 6" 22' - 5" 59' - 4" 2 22' - 5" 1 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO _ 4 2 NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT 6" 1 ' - 9" � 11 2 T E ARCH ECT� FOR RESO NUT ONECIFDICATIONSS NOTIFY , 2 - 7 1 /4 A3 44 2 CCD052 9' - 03/4" 3' 8" 8' - 6314" 8' - 63/4" 3' - 8" 9' - 03/4" �^u - - — - - 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD — � — — — — — — — — — — — -R O — R O — — -R O R O - 3 _ PARTITIONSARE TO FACE OF STUD, U N O � _ 4 FINISH DIMENSIONS ARE TO THE FACE OF FINISH AND 'n ASI 009N41 � ; `n NOTES ' FIN' OR "CLR' q - - - - - - - - - - - 42 - - - A 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � � � � �� j � �� CCD 052L ELECTRICAL PANELS , & WASHER BOXES TO ALLOW � 2 801 W E 801 W D 801 W C 801 W B 1 ASI 009M 2 A3 40 RECESSION INTO WALL PROVIDE CONTINUOUS FIRE I � RATING 1 � 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6" FROM FINISH FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , 407 4 �7 urvo • � � � • � • � � � 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO � � 11 3/4" 6" � _ SEE FIRE RATINGS, ' 6" 2' - 7 114" SOUND RATING , & DETAILS 12' - 8 5/8�� 1 ' - 7' i� � ASSOCIATED � • 12' - 8 5/8" • r' ' 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 R O � R O °r° DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 I 4 � � 4 f 9 DOORSANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 A6 16 I A6 16 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 � � � PER LIFE SAFETY DWGS I 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO EDWARDS, COLORADO 81632 B — — w _ _ _ _ _ _ _ w _ _ _ � STRUCTURAL DRAWINGS 970 926 8960 F 970 926 8961 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND 801 W F o 0 801 W A LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS � DETAILED ON SHEET A13 01 U N O . � . � • � • � • � • • � • � • � ' � ' � • S1009J 1 13 ALLCOLUMNSONLEVEL3THROUGHLEVEL8ARET0 I 9' - 0" 12' - 43/8" 12' - 101 /8" 9' _ 0" MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE P$ _ A 3 HOUR ASSEMBLY N 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES Ris � 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES ° P8 ' N ' 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND ' ? P$ � ; � � COMPACTS NOT TO BE LESS THAN 8' x 16' ALL DRIVE I ; P8 ' � � AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' � 2 ° - , � � 2 MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED I� 7 K � � A PARKING � ` 4 07 17 ANGLED PARKING TO BE 60° U N O ' ' � � pg p23 4 0 ' � 4 � 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING � � � PENETRATIONS, WALL PENETRATIONS, AND WALL A R N E � N P23 P$ N UNIT N � N � JOINING AND SEALING DETAILS U N O � pg � � � , _ 2„ 801 - LL 2� - s 7�$„ � , , � 7' - 2" 6' - 03/4" 33' - 23/4" � 1 - -. . ,.::: . , ... .. . ...»,.»... ... ,... ... P5 4 0 ' " 1936 MONTAUK HIGHWAY . STORAGE P5 P13 (FF= 184' - 9" ) p� g P19 P13 5 ,- 3 1 /8 P5 �' BRIDGEHAMPTON , NY 11932 840 P5 - - - • • � • � • � - - - - 8 • � � � • • ' ` • • � ' � • ' 631 537 3555 F 631 537 0558 _ Sim ' A5 07 9 ` � � 6 P13 " � P20 A5 08 p� STORAGE 210 Edwards Village Blvd , Suite D-207 , PO Box 878 A5 04 � p � P15 � • P15 • g36 Edwards, CO 81632 D — � — — = — S�IRS — — — , — — — — �- _ � — — ' ` � — — �� 970 926 4151 � o � �Room S3 P19 � M o P19 STAIRS • o � Sim S4 ' I ' ISSUE/REVISION DATE NO � � ; 131 P15 I � °' v i 0 P15 • � � A . � oQo ' P19 � � P19 � 00 � ' 2 8' - 5 7/8" 9' - 2 5/8" • � • c%, �' • P23 0 R N � " � � � � • � '� � � � � � f� � � �� . � :� N CONSTRUCTION DOCUMENTS 8AUG08 P23 , � � - TRASH RM � � T�S � � � TOWN OF VAIL UPDATE 5FEB09 � LE 15 � CORRIDOR 822 � _ _ _ 0 823 ORRIDOR ELEV _ _ C E T RA E 41A = o E4 0 832 22 � P2 � — — �° P2 � 834 • : E5 0 .� I o : 83 C REVISIONS S O G _ - 0 841 � � � P� 3 � - � � - T RA E - � � �' � P15 P19 P19 _ P19 P15 I ' � � , � °, � � P3 837 DESCRIPTION DATE NO P3 P3 � • • , � � • ` � . �' °. °". ,;� ° , P3 ASI 9 - WINDOW TAGS & 11SEP08 1 F ' • — - � • — — � — — — — rr— — - � >. .�a ; _,.. ...-r��, ..... . — — SCHEDULE r� , _ „ , _ „ � ` , _ „ 836 83 CCD 141 11AUG09 2 � P19 8 0 4 7 7/8 • , 13 6 1 /8 840 P13 � `�::�: :€€:>::::`:::::�""�"10' � 3 1 /8' 8' - 0" (FF = 184'-9" 184' - 6" � � � „ , „ ; � 2 R� � I .;:::€::: "` >::.:: " 16 �n (FF = 184 - ) 184 - 6 ":::<:;' :�•:�'� .:::: :� .. < 3 RRIDO 2 P28 I ELEV. 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PROJECT # 06232 . 00 ' �---�--��,�,s,,,�, , G E N E RAL N OT ES � g�� 9q �9�, �P�� 21 22 r� 23 24 25 26 27 28 C ASI 004D 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO � NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT 2 IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR � �( � BEfWEEN THE DRAWINGSAND SPECIFICATIONS, NOTIFY �� THE ARCHITECT FOR RESOLUTION I � 19' - 1 " � 19' - 1 7/8" � 23' - 10" � 16' - 8 1 /8" � 19' - 0 1 /2" � 15' - 3 1 /8" � 7' - 4" � 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD PARTITIONSARE TO FACE OF STUD, U N O ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ 4 FINISH DIMENSIONBARE TO THE FACEOF FINISH AND \ � iI� / NOTES ` FIN" OR "CLR" � � t`+1 �� 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � 4 0 ELECTRICAL PANELS , & WASHER BOXES TO ALLOW — —�— — — \29' - 7 1 /2" — — I — — CCD 052M� _ � _ � _ _ � _ _ _ � _ _ A RECESSION INTO WALL PROVIDE CONTINUOUS FIRE � /`1 RATING CCD 052 � 1 �1� 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6" FROM FINISH 2' - 10 3/4" 11 ' - 10 7/8" 11 ' - 10 7/8" 2' - 11 " � �� FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , ,� �'iQ, U N o 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO o� \ 11 5/8�� 11 5/8" � � � I SEE FIRE RATINGS, SOUND RATING , & DETAILS ' � \ 8' - 6 3/4" 8' - 6 3/4" � � � ' � � � � ASSOCIATED N `L� / X� 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 � R O R � � \ I DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 \ A3 36 / � 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 \ � � DOORS � 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 M 5 \ � \ / � � PER LIFE SAFETY DWGS EDWARDS , COLORADO 81632 I� 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO i ° o� 802W B 802W A � / � � I STRUCTURAL DRAWINGS 970 926 8960 F 970 926 8961 � ' 135 �3S° \ / I 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND i N 2 A3 37 LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS ' ' ' � ' � � � c��; X3 DETAILED ON SHEETA13 01 U N O i � 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO — — ^h — — — � — — — — — — — — — — — — . , I cs�o ��C� � O�� MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL � � I \ �b I I I / I I �- � COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE \ �� ' \ / A 3 HOUR ASSEMBLY \ / 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES � 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES 9 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND � � A 2 34 � N COMPACTS NOT TO BE LESS THAN 8' x 16' ALL DRIVE � / \ N I / AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' I I I I I I � I � I \ I ' � PARKING FOR ONE WAY TRAFFIC FOR 60 ANGLED , P$ , � 17 ANGLED PARKING TO BE 60° U N O I \ / � � 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING � UNIT ti � / \ / PENETRATIONS, WALL PENETRATI�NS, AND WALL I � � � � � � � '�� ( JOINWG AND SEALING DETAILS U N O � 4 0 _ ° _ 8 �2 \ _ • '� co _ 4 U — — — — � — — — — \ — � �+ I, — —� — �h � � �— � �� — � l.� RE 9 79 � / � I � \ � i . N � ❑ / � I � r> \ 1936 MONTAUK HIGHWAY �n � I P$ I / � I I \ I I I BRIDGEHAMPTON , NY 11932 � \ � � , _ �n o � \ / \, I 631 537 3555 F 631 537 0558 / � i , 210 Edwards Vdlage Bivd , Suite D-207, PO Box 878 T / � / �o Edwards, CO 81632 I I I I � I / I I \ 970 920 -41 :�1 — — — — — - —1 ' - 3"- � — — — — — — — I � D ISSUE/REVISION DATE NO ° MANAGER'S / 19' - 1 1 /2�� 5 3' - 6 3/4" 2' - 10" CLOSET P2 � � B VE � � I \ OWNER REVIEW 16APR08 � ROOF HATCH A O , 4' - 9 3/8" 1 ' - 5 1 /4" 10 1 2" 8' - 5 1 /8" 3' - 1 " 82 �j M � � � � �n 4� I I \ / I � \ CONSTRUCTION DOCUMENTS 8AUG08 u R O - � � \\\\ u o TOWN OF VAIL UPDATE 5FEB09 ° P2 P20 P19 P19 P20 P� STAIRS _ A5� 2 / \ � \ � STORAGE P� B ' \ S $ � REVISIONS \ / I c•� _ � _ _ _ � C DESCRIPTION DATE NO 838 � - 4�� _ — — — — — . — ti — — — — � � P2 ELEC I P � — DN I I o \ / I \ � o ASI 11 -UNIT 802 DOOR CHANGE 17SEP08 1 � � I P3 � o P28 824 P 8 P2� N g � S8- P1C \ ;n ASI 17 -UNIT ENTRY DOORS 01 OCT08 2 °O P20 � � / _ \ � TOV RESPONSE 09JUL09 3 N 4�, 101 /4" � P2 � — — \ — / — — — — I F P3 8 _ CCD 137 24JUL09 4 , �� „ 3 - 4 3/4 4' - 3" �� ' - 0 1 /4'5' - 2 5/8" "' � � � \ � CCD 141 11AUG09 5 P3 18 - 0 3 - 10 3/8 � P7 � ° I 839B R O P28 / \ � — . — • — �o. • • ' � � — — — — / — � — — \ � — ` G � P2$ � � A525 , � � \ � � � ` � O ih \ � STORAGE 10 7/8' P19 � / � 839 � \ ^ - - - - — • - - - ' � P4 3' - 4 3/4" 1 ' - 0 5/8" P19 P20 � u 2 P3 7' - 5 3/8" — I 2 — — � — — — I \ — I — I — I n M RO \ 40 � / 40 \ � °r�° \ I 0 o M \ = I � ( � � � � \ � � � P2 � \ •- � N � ' � 12' - 0 1 /8" 7' - 1 3/ " 5' - 1 7/8" 4' - 7 1 /8" � I \ � R � SLAB OPENING � I I � I I \ I FOR STAIR � � -a�o PZ � \ � `� �n 10 - - - J — — — —I — — � — ( — 4 3 — I — — I — — — I — I M � - - - � � v ' UNIT � M K —� 704 - U L � � J RE : �/A9 67 I � I I I I o � w � � P8 `� � � � � W - - P$ - - ° - - - - - - - - - - L � C� z � � / o � � � ► � � , � � ALIGN � � � � O O _ - - - - - - - P$ - - - - - - - - - - � - M — Q 0 �,,, � Z Z � � p c� I � P8 _ I I I I � Q^ / �^—' � � P$ J J 0�0 I � � � li ii Q (FF = 184'-9") 184' - 6" Q � � P8 P8 �' / `° J w O w , - - - - - - - � - - - - - - - - - - - N � � � � 2 ALIGN 2 O O O 40 14' - 91 /8" 40 � � � � i� � • . � . • � . � • • � • � • � • � • � • co � � U L.L.. ' P8 w w P8 ' � ^ �1 � o 0 4 � � L.L � � r /� N _ _ � � 704W H � 704W G _ � � _ _ 3 A3 29 _ I _ _ I _ _ _ I � � _ � _ p � — v , � — � r � Q — . . N � � � � � � � I • ' - 5 7/8" 10' - 7 1 /2" 10' - 7 1 /2" ' - M I � 6�� RO , „ RO � � I I I / I I J 0 2 - 2 1 /4 � O � I � � Cn o • - � - � • � ' � • �34' - 10 3/8"' • � - � - � • � ' 1 CCD 073A . N � � „ ' � 3' _ 21 /2" 1 � � 1 � � � � � 1 ' - 2" � � 40 � A3 25 A6 15 � � — — — — — — — — — — — — — — — � — — — — "� , � � � � � � � � � / � � ' ' � ' ' / � For Reference Only , (V I I I I I � I I I � — — — — — — — — — — — — — — — — — R ��'��'liED �l( � � � � � � � � SEP 11 2009 '� � — — — — — — — — — — — — — — — — S ��E��l� �o�� ► � � � ► � � ► � � � : LEVEL 8 ENLARGED � PLAN -AREA #4 � , i i i i , � i i i � W / PLOTTED 8/ 19/2009 9 09 15 PM ZIM � �: = N¢ _ _ _ � _ _ _ _ _ _ _ T CHK'D BY Maggie Fitzgerald, AIA I V � OO COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C ARCHITECTS � � N SHEET NUMBER . - � LEVEL 8 - AREA #4 . 1 /8" = 1 '-0" (ALL PLANS THIS PAGE FINAL CD ISSUE - 8 AUG 08 D . P .A PROJECT # 06232 00 � _ - i �� . GENERAL NOTES 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO b NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT 2 IF DISCREPANCIES OCCUR BETWEEN DRAWINGSOR BETWEEN THE DRAWINGSAND SPECIFICATIONS, NOTIFY THE ARCHITECT FOR RESOLUTION I 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD I PARTITIONS ARE TO FACE OF STUD, U N O 4 FINISH DIMENSIONSARE TO THE FACEOF FINISH AND NOTES ` FIN' OR "CLR° 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBWG WALLS, � � � � J� �+•� � � � �� ELECTRICAL PANELS , & WASHER BOXES TO ALLOW f"� 1 RECESSION INTO WALL PROVIDE CONTINUOUS FIRE RATING 6 D�OR ASSEMBLIES IN CORE & SHELL ARE 6" FROM FINISH FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , UNO 7 REFER TO WALL TAGS, WALL TYPES, AND LI FE SAFETY TO SEE FIRE RATINGS, SOUND RATING , & DETAILS ASSOCIATED 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 I 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 DOORS 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 PER LIFE SAFETY DWGS EDWARDS, COLORADO 81632 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO STRUCTURAL DRAWINGS 970 926 8960 F 970 926 8961 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS DETAILED ON SHEET A13 01 U N O 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO A3 02 MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL COLUMNS LOCATED IN THE LOADWG DOCKARE TO HAVE � � 2 A 3 HOUR ASSEMBLY 2 4 0 4 O 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES � 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES � � e 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND 1 2 3 4 ° 4 5 6 7 8 4 a 9 10 z 11 12 13 ' 14 2 15 16 17 18 19 20 z 21 22 23 24 25 26 27 2g COMPACTS NOT TO BE LESS THAN S� X , 6' ALL DRIVE AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' J 4 O 4 O J MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED 10' - 3" 26' - 8 1 /8" 11 ' - 7 3/8" 6' - 0" 10' - 4" 21 ' - 4 3/4" 19' - 1 1 /8" = 27' - 5 1 /8" 18' - 3 1 /8" 24' - 4 1 /4" 23' - 11 1 /2" 18' - 11 1 /8" 13' - 7 7/8" 13' - 6 1 /8" = 21 ' - 10" 19' - 1 " 23' - 10" 16' - 8 1 /8" 19' - 0 1 /2" 15' - 3 1 /8" 7' - 4" PAR KI NG 17 ANGLED PARKING TO BE 60° U N O � 8' - 10 /8" 5' - 5 1 /8" 5' - 6 7/8" I— 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING N E 5' - " Q Q 9, _ � ��8„ � PENETRATIONS, WALL PENETRATIONS, AND WALL ' I I I I I I � I I I I I I I I � I I \ I '� " I I X � I I JOINING AND SEaLING DETAILS U N O '' • 1 ' - 6 3/4" 20' - 10 5/8" � `�' � I A _ _ _ _ _ _ _ _ _ _ _ ;� - �� _ _ _ _ _ _ _ _ _ 2 _ T �. 3 �� - � � � � I � � � � � E � � � ( � � � � ;b� \ � � � � / � � v 7 � � I `� � € �` °a � ^ � BRIDGEOHAMPTON NYV 1932 , � �;,. � ;,� � . ' ,� M � � � 631 537 3555 F 631 537 0558 ' _ I � ,� � < M � Q �^\`�' � " .„ �' �' , I 210 Edwards Vdlage Blvd , Swte D-207, PO Box 878 g "� Edwards, CO 81632 .,� � '�' � � v/� 9T0 920 4 I � I 7 � �' , j 4 N 7 4 3 _ �: 4 0 ``' c� � 4 3 ISSUE/REVISION DATE NO I ' OWNE 8 - -- - � f � � I R REVIEW 16APR0 I I � � � I I � `� E- c .F., w„ h � I G' � , > CONSTRUCTION DOCUMENTS 8AUG08 1 a da _ ' a � ` N � � TOWN OF VAIL UPDATE 5FEB09 I ° a N i� � ° � 1 4 � -1 a ' n m � ' � � ° � ` 4 0 REVISIONS 40 I < - - - - � - " ` _ ° a � � � � < - - � � " �' �'` '° a a , ° ; a ' =" � DESCRIPTION DATE NO I I I t `a 6 J � o e a a {i a ' D � v a � 5 9 ♦ I o _ _ " ___ _ Q a ys c a < n e y1 y. • � 5 O, a . a a � 8 d O . �+„ ' �� y -I a ° � � I ` a " e � E #J � _ ° a ,a ' a � � \ / �C + °" Y a • ° . d 8 t: .�.... . .. ....... .,.. _ \ �y .3. � ,S. i: e F i� { ° ° - - - a �� ,� � _ t� a � � � a � �, a t � a < a, -, �K d d" • a 3� �, } \ � / „F � a a � .a / A3 03 1 � `� _ : � � , d ° Y (� � �.. p, � / � --- - - � - - -- O 5 � . . . - - �� - �-:`--�-' , ., r: --_�:____ - . � � � � � 0 ; ^ � - 4--- - � - ;; - �• ' ' � ; w : � � � G ) : ( a 4 � — _ H ) 2 / I . ^ m : 2. 1 i ' f - f . ` . £ P e ' . . y .... ...... ...._... 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A3 01 N SHEET NUMBER - � LEVEL 9 ' 1 / 16" = 1 '-0" � (ALL PLANS THIS PAGE) , FINAL CD ISSUE - 8 AUG 08 D . P .A PROJECT # 06232 00 � � - -- - - - - - - - ; GENERAL NOTES � � 1 PLAN CONFIGURATION OF SNOW FENCE STEEL PLATE STANCHIONS IS DIAGRAMMATIC ONLY, RE 1 ,3 & 4/Al2 25 FOR TYP - LAYOUT SNOW FENCE DIMENSIONS ARE FROM TOP CORNER OF TUBE STEEL AT TOP OF STRUCTURAL BEAM TO RIDGE � 2 NUMBER ADJACENT TO DOWNSPOUT SYMBOL REPRESENTS THE APPROX LENGTH OF DOWNSPOUTS PROVIDED FOR BIDDING • PURPOSES ONLY ACTUAL LENGTHS TO BE VERIFIED PRIOR TO PROCUREMENT AND FABRICATION � � � AI^CI 1 � 1. l.S 3 TIE-OFFS ARE SHOWN FOR DIAGRAMMATIC PURPOSES ONLY THE OWNER SHALL BE RESPONSIBLE FOR FINAL LAYOUT REFER TO STRUCTURAL ENGINEER'S DRAWINGS FOR VERTICAL SUPPORT SPACING/LOCATIONS AS DETERMINED BY OWNER REFER TO ARCHITECTURAL DETAILS FOR FLASHING AND WATERPROOFING CRITERIA 2301 BLAKE ST , STE #100 4 HEAT TRACED GUTTERS TO RECEIVE 2 HEAT TRACE CABLES, DENVER, COLORADO 80205 DOWNSPOUTS TO RECEIVE 1 HEAT TRACE CABLE � EXTEND 303 861 8555 F 303 861 3027 DOWNSPOUT CABLE TO 5' BEYOND WARM AIR SPACE OR 5' BELOW FROSTLINE 0225 MAIN STREET UNIT C101 EDWARDS, COLORADO 81632 970 926 8960 F 970 926 8961 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 � � I, � � � , � � E : ' 2 . 50 � � � � R : A2 . 51 ' � � � � E : A2 . 3 ' ' RE : � I 2 . 55 I I r3 � � � f`� (��r,. '�% , . � � � I � � � � � � � � f : I ; � l __._ _ __._m _ _ _ . _ . , m m � _�__ _ _ _. . ___ _ __ _ _ . .. . _ . �_. _ T _ _ . . __ __ _ _ . _ _� _ _ _ _ . ___ .. _.. _.�_ _ __ _ _ . _ _ _ _..�__ __ _ _ __ _ w. _ _ _ _ .._ _ _ . .... _ _. . _. _ _ __ . . _ __ ___ __ ... _ _�� _ .. _ . �._ � . ... __ _ _. __ _ _ � .� .... _ � _ � _ � � - - - - - 1- - - 1 - - - - ' � - - - - � - - - - - - - - - - - -� � - - - - - - - - ' - - i i i i i i t I i i i i i � i i � 1936 MONTAUK HIGHWAY - ° �` � BRIDGEHAMPTON , NY 11932 a " � �µ�� I ��v --- -- � 631 537 3555 F 631 537 0558 B �_ _ �I (BOTH SIDES) � 3 I I I I I I I I � I I I I � I I I I � I 1 : 1z v� � 210 EDWARDS BLVD ,SUITE D-207 I -- _ .. . ... ; EDWARDS, CO 81631 { I 'p � � I v ` I { s Es /\ I I � �\ 970 926 4151 F 970 926 8961 - - - - '-�-1-1 �2" — - - 95 - - - - - - - R-13'-�- - - - - _ ., - - - - - � Fj ) - ! 2 � z ' � � �� ISSUE/REVISION DATE NO '< ' i i � E 51 E I I I SI E ) i � � i " ' 72 f 12 5' E ) (BOTHSID 5) ,z ,Z (BOTHSID ) �B T oES� 3 CONSTRUCTION DOCUMENTS 8AUG08 I � I 6 fi I I �_ _� I � i6 12 I I — — — , �Z � X� � T O V PERMIT SET UPDATES O4NOV08 � + - — i i �z B H � , i i \ i i i ' � RFI 858 27JAN09 � • a • a- ' • • a • • 6 • I I \ \ ` � Q375 � a � � . • . ,� � a . \ I I ' I 2 14 n _ � ' a • . �� ` . , ° f e ; '�` � 4 ' \ � 12 � � s T O V UPDATE SET 05FEB09 � ` '�j ua � q o s � � T Si e . 4 . • ° • , - �� 9t9 iZ t . � � . . , . 1 CCD 120 18JUN09 a • . . ay B H E 2 . 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PROJECT # 06232 . 00 FINAL CD ISSUE - 8 SEPT 08 i .a»'^^"^^'°.,e,,,�, GENERAL NOTES 1 ALL PIPING SHOULD BE RESILIENTLY ATTACHED TO STRUCTURE AT EVERY POINT OF CONTACT APPLY TO BOTH PLASTIC AND IRON PIPE SEE PLUMBING SPEC 2 TO ISOLATE SOUND, EVERY ELEVATOR AND STAIR SHAFT r i �rY LOCATED ADJACENT TO A RESIDENTIAL UNIT IS FURRED OUT ON THE UNIT SIDE SEE WALL TYPES 3 MECHANICAL, ELECTRICAL, & PLUMBING CHASES WITH SOUND ISSUES NEED TO BE LINED 4 PENETRATIONS OF CRITICAL WALLAND FLOOR CEILING ASSEMBLIES BY STRUCTURAL MEMBERS, DUCTS, PIPES, � ,f� �►^ ` } �* {� CONDUIT, ETC ARE TO BE SEALED W ITH A RESILIENT, NON � � Jr-'t �"�r � � k. l�,.�,7 HARDENING CAULK 5 REFER TO VT SHEETS FOR FURTHER INFORMATION 11 1 2 REGARDING ELEVATORS 6 IXPOSED CONDUIT IS NOT ALLOWED ALL WIRING AND '� H � g CONCEALED AND FIRE-STOPPED TO MAINTAIN SCHEDULE WALL RATING OBTAIN STRUCTURAL ENGINEER 9 � APPROVAL PRIOR TO COOR DRILLING CONCRETE I 17' - 2" 5 0 5 08 STRUCTURE 2301 BLAKE ST , STE #100 7' - 10 7/8" 9' - 3 1 8" � �' - 2�' DENVER, COLORADO 80205 303 861 8555 F 303 861 3027 4' - 77/8" 12' - 61 /8" 1 ' _ 0" F E 0225 MAIN STREET UNIT C101 - - ,/' 2 EDWARDS, COLORADO 81632 12" PRE-CAST - - - - - - - 970 926 8960 F 970 926 8961 CONCRETE 0 � _ 5 08 - _ _ SHAFT WALL N ' � M 12" PRE-CAST _� - � _ — — — — — � CONCRETE - N SHAFT WALL Zh ELEV I� � E4 _ � — — — — — - � � o ELEV ° CAB 4A CAB 4B � � � � E5 � 0 I ' �- CAB 5A CAB 5B � �� 2 HR FIRE RATING �n INSULATION , TYP � F _ - _ F li� ' � � _ . _ � TOTAL � „ . _ „ , ,. , _ ,� „ , . . , . .: . - - -. � .,. • 10 3 6 CLEAR 6 6 3 6 CLEAR 10 HOISTWAY ' LEVEL 9 LEVEL 9 F CLEARANCE 196' - 0" 196' - 0" � 10" 3' 6" CLEAR 6" 6' 3' - 6" CLEAR 10" � DIMENSION _ _ � � ' � ' ` 3' 1 " 4' - 10" RO 1 ' - 4' 4' - 10" RO 3' 1 " � � 3' - 1 " 4' � 10" RO 1 ' - 4' 4' - 10" RO 3' - 1 " I . � 1936 MONTAUK HIGHWAY I F E 11 3 � 2 9 BRIDGEHAMPTON , NY 11932 � 5 07 5 0 631 537 3555 F 631 537 0558 i _ � ° o � p 19 210 Edwards Village Blvd , Swte D-207, PO Box 878 � � � I I Edwards, CO 81632 00 °D ' 070 O�C 41 G1 (FF= 184� _ 9�� , ��, LEVEL1 LINEWORK ELEVATOR SHAFT 4 - LEVEL 2 - LEVEL 8 ELEVATOR SHAFT 5 - LEVEL 2 - LEVEL 8 ISSUE/REVISION DATE No LEVEL 8 FINISH FLOOR LEVEL 8 — � � � —100' - 3" G _ � . 184' - 9" 184' - 6" °. ' .. ., ., V 1 /4�� _ � �-�� 4° _ � �-�� - OWNER REVIEW 16APR08 � r v v � CONSTRUCTION DOCUMENTS 8AUG08 12" PRE-CAST N N CONCRETE SHAFT WALL ' ``' TOWN OF VAIL UPDATE 5FEB09 � � REVISIONS p C° I DESCRIPTION DATE NO � � � - � 0 � ' 11 12 18 19 (FF= 173' - 3" ) � � . � � _ LEVEL 7 FINISH FLOOR LEVEL 7 (FF= 84' - 8 1 /2" ) � � — : . `173' - 3" 173' - 0" °' 17' - 2" , ao ° - � GARAG LEVEL - FINISH PLAN - OVERALL Z� ' - 86' - 6 1 /2" 7' - 10 7/ " 4' - 7 7/8" 12' - 6 1 /8„ 1 ' _ 0" � 2 I I I — 507 - - - - - - - - - - - _ , _ ifl � - O ' - � � a ' N 12" PRE-CAST 12" PRE-CAST o �� N ", � L MEC$L�EVE�L SHOA TRWALL , , „ , � SHOA TRWALL � 76 - 6 a � < � . , (FF= 161 ' - 9" ) � — — — — — — — — _ ; ° � E E E --�t-� o E . a a d O _ LEVEL 6 FINISH FLOOR LEVEL 6 a a , ° � LEV E5 � 161 ' - 9" 161 ' - 6�� - a < ° - CO I " ° � Q a d E4 N a � a ° e � a a a a CAB 4A CAB 4B CAB 5A AB 5B . a 1 , ` ° � i i F — — F F — � - � � — F - - - - - - - - - o � ; ' 10" 3' - 6" CLEAR 6" 6' 3' - 6" CLEAR 10" 10" 3' 6" CLEAR 6" 6' 3' - 6" CLEAR 10" � � 4 � 3' - 1 " �' - 0" RO 1 ' - 4' 4' - 10" RO 3' - 1 " 3' - 1 " 4' r10" RO 1 ' - 4' 4' - 10" R 3' - 1 " FF= 150' - 3" ) � _ LEVEL 5 FINISH FLOOR LEVEL 5 100' - 0" - � _ � , — `150� - 3�� 150� _ o�� E L EVATO R S H AFT 5 — S E CT I O N ELE VEST 9 e, ELEV VEST , 23 129 N 8 3/16" = 1 '-0" ' G — — — — — G G — — — — 5 — — G � ° � . � v � �� J (FF= 138' - 9" ) W � I..L _ LEVEL 4 FINISH FLOOR LEVEL 4 138' - 9" 138' - 6„ . : : � F E i i � � W N � � Z , � � � � � ' ' - VEL 1 ELEVATOR SHA 5 - LEVEL 1 19 � � O � o � 5 E VATOR SH 4 LE 2 _ � � - - 1 /4 1 1 /4 - 1 -0 � � � � _ � � r�,LEVEL 1 LINEWORK Q � ' LOADING DOCK MEZZANINE — �100' - 3" � ��/ ; < Q I..L ��,� �- °� 130' - 1 " I � � � M O _ LEVEL 3 FINISH FLOOR LEVEL 3 � � 127 - 3 � � J � _ 127' - 0" ;n � . �, 11 12 18 19 � O O � , � i � U � Cn 17' - 2" 17' - 2" � " � _ � „ , �, � �� ,� J V J M � I 7 - 107/ 4 - 77/8 12 - 61 /8 1 - 0 - W — � LOADING DOCK ING DOCK ° � � . 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PROJECT # 06232 00 � GENERAL N � TES 1 ALL PIPING SHOULD BE RESILIENTLY ATTACHED TO _ STRUCTURE AT EVERY POINT OF CONTACT APPLY TO BOTH PLASTIC AND IRON PIPE SEE PLUMBING SPEC ; 2 TO ISOLATE SOUND, EVERY ELEVATOR AND STAIR SHAFT LOCATED ADJACENT TO A RESIDENTIAL UNIT IS FURRED OUT ON THE UNIT SIDE SEE WALL TYPES 3 MECHANICAL, ELECTRICAL, & PLUMBING CHASES WITH SOUND ISSUES NEED TO BE LINED 4 PENETRATIONS OF CRITICAL WALL AND FLOOR CEILING ASSEMBLIES BYSTRUCTURAL MEMBERS, DUCTS, PIPES, � � }� �� CONDUIT, ETC ARE TO BE SEALED WITH A RESILIENT, NON � rO�l HARDENING CAULK 4 5 REFER TO VT SHEETS FOR FURTHER INFORMATION W 5 05 V REGARDING ELEVATORS 6 IXPOSED CONDUIT IS NOT ALLOWED ALL WIRING AND CONCEALED AND FIRE-STOPPED TO MAINTAIN SCHEDULE WALL RATING OBTAIN STRUCTURAL ENGINEER APPROVAL PRIOR TO COOR DRILLING CONCRETE STRUCTURE 2301 BLAKE ST , STE #100 � W W DENVER, COLORADO 80205 ' 303 861 8555 F 303 861 3027 SANDSTONE CAP , RE Al2 30 0225 MAIN STREET UNIT C101 EDWARDS, COLORADO 81632 970 926 8960 F 970 926 8961 COLUMN , RE Al2 30 i ZINC CHIMNEY COVER, I LEVEL 6 FINISH FLOOR — — - — — — — — —`161 ' - 9„ � ., , - ., 5 05 INTAKE DUCT 6 EXTERIOR WALL TYPE W3-B 505 B RNE �� r. --- � � � I ROOF TYPE R2 MECH LOFT � � 6 I 5 0 1936 MONTAUK HIGHWAY I BRIDGEHAMPTON , NY 11932 ROOF ACCESS HATCH , FIT BETWEEN STEEL , _ BEAM & CONC PRECAST � LEVEL 5 FINISH FLOOR g 7 6 631 537 3555 F 631 537 0558 — — — 6 — — — — - - —`150' - 3" 5 � 5 0 210 Edwards Viilage Blvd , Suite D-207 , PO Box 878 � �� - ., - � - i 3/� 9' - :i' � ' 3 3/� " O' 6" 9T�0 9 os�CO 81632 EDGE OF SLAB 3' - 6 3/8,� 4� _ �,� 3�� 4� _ �" 3' - 7 3/8,� 4� _ 7„ 3�� 4� _ �� 3' - 6 3/8" ISSUE/REVISION DATE NO - CLEAR STAIR WIDTH STAIR WIDTH - STAIR WIDTH STAIR WIDTH , � " �`J ` °, EDGE OF PRECAST CLEAR OWNER REVIEW 16APR08 � � STAIRS UN T ` , r � BEA LOW _ CONSTRUCTION DOCUMENTS 8AUG08 � ' � S � - " METAL GRATE WITH V ` � V `� � " � TOWN OF VAIL UPDATE 5FE609 � � ' � S U P P O R T B R A C K E T S � � P 1 9 � p� g I , - Z � _ ( 4 � � W _ � _ � REVISIONS - \ _ iz M � 5 05 , N -� , DESCRIPTION DATE NO io _ U _ - a (V - � ` � in m �. � � °, � � � o ASI 2-UL UPDATING 21AUG08 1 "' � � \ � � � W P19 p20 � `- ��r, `�' W P19 � - � RFI 874 03APR09 2 LEVEL 4 FINISH FLOOR P20 � LEVEL 4 - — N - � U N U 138' - 6" s , —`138' - 9" `� � ,,., - ., � r� . . . � � - CV � � TRASH CHUTE CENTERS SHOWN THI � � o � � - FLOOR APPLY TO ALL FLOORS ABOV u " � C� n � w - � o � _ � ifl ` � � � o �d � � 1 � 1 � / � r' r �" r N � a, � � 9T@11 " = 8' - 3" - UP �: , ' o � � �r' � � �— D I I = � � ` DN � C� � _ o - � � CONC FILLED METAL � � ° � M � PAN STAIRS W/ STEEL � r' � � � UP LEVEL 3 _ \ _ _ � � CHANNEL STRINGER, N � 127' - 0" - � � � � � � � , STAIRS � � �` STAI RS - _ N - S 1 � �. � M �� `° `� S 1 ' n � �' 'v � M 6 ' - � GATE � C� 1 1 /2" CONC ON METAL ° 5 05 "' w - PAN , TYP - o � - , . _ , 1 _ � � � = , _ � � LOADING DOCK 120' - 4" � 10T@11 " = 9' - 2" 4' - 5" w " � � � � , Zo 1 1 /2" DIA PIPE HANDRAIL � � WELDED TO GUARD , TYP, � PAINT 1 ' - 0" 4' - 5" 5' - 0" Q w - r , .- 1 1 /2" DIA PIPE RAIL AT 6 7 �•/ � TOP OF GUARD 1 " DIA LEVEL 2 — — — — — _ LEVEL 2 FINISH FLOO 1 /2" 6 7 J 114' - 0" _ a L1�114' - 3", , PAINT 6 � � 50 STAI R 1 - LEVEL 3 STAI R 1 - LEVEL 1 W � '� 1 1 /2" DIA PIPE HANDRAIL > ;n ON BRACKETS MOUNTED 4 1 /4�� - � �-�� 2 1 /4�� _ � �-�� _ � w ii TO WALL , TYP, PAINT �/ � � � LL a Q r o � `��, � � 6 7 6 6 = 6 50 50 � � O O ° 14T@11 " = 12' - 10" 4' - 5" - O , � ° � � M � 10 1 /4" P2 7 3/4" g� _ 5�� 9� - 5 9' - 5" � � . � • - � _ �� _ „ ,� � _ �, � , � EDGE OF SLAB 2, _ 9 � �$„ 4' - 7" 3" 4' - 7" 3 7 3/8 4 7 3 4 7 3�� STAIR WIDTH STAIR WIDTH EDGE OF SLAB 3' - 6 3/8" o 0 4' - 7" 4' - 7" STAIR WIDTH STAIR WIDTH � W O W a o P20 P20 _ CLEAR _ ? , _ � STAIR WIDTH C � ^ � - � - * � N � � � �� . � _ O G LJ.. r 1 1 /2 CONC ON METAL v � _ - � v v= v V v �— O O . � '� PAN , TYP _ . , . , . _ - - - - - - - • M P19 P2 . � ' : ; ;�. P19 � � - - - - - - - - - - - � . � (� c!) U LEVEL 1 _ — � � — — _ �EVE� � ��T100� 3" 4 z � ' z � _ � . i STAIRS i � .. � 100' - 0" � ..., - ., Z � �n Z _ � in i � � _ � 5 05 = , = w c� , , � S � � . t w w ♦ ^ �° a � _ � `fl a. : � i i � v J [� � _ � � ' , _ [n m � � � o Cn m �, � � o � � � � ifl ; '" " ' . g �,� M Q , -' _ " . ' g �.,� � � - _ � '. �. 1 1 /2" CONC ON i i "� d" > . � . � cn `a r w P19 P20 � � � . ` cn 'r' � w P20 ' � .- . METAL PAN , TYP ' . � - - - - - - - - -i � - - - - - - - - -� � � � - ' � -� P19 ' � i � i nii in ' ± r � _ - ' . _ . . (� " N iN U � . . N c� U - � - i - - - - - - - - -� I � � �I - - - - - - - - Itl ---- - - - - �__7'_� y = � ". . � ' , � ' �. ` —T5 . � _ - - - - - - _ — - - - - - - - - � II I I �I � O � . . . � I � I � � IQ ' . : , - � > � = �.: � � 3' - 5" . - M � :? . �_ � "' . i - - - - -� � i � � �i ia . ♦ ^ N _ � � - - - - i ii i ii - - - - - - - - �� VJ ao ' > ao � ' , i � i d � � ; . • , . ' - - - - - - - �r, " - LAB OPENIN , i - � � - i i i � p i .. � , . . • . <. _ - . 3' - 6 3/8" = ; � � M 14 T@11 "= 12' - 10" ` ' = � 1 1 /2" DIA METAL PIPE � • �- - - - - - - - - -ii i � �� - - .: � ' " , i i , . - >. • � • CLEAR • ' � � ;;; : ; U� . : HANDRAIL ON BRACKETS , ' � ii � ip � � - ' 5 ' �' ;;; o � o MOUNTED TO WALL , o • :' i - - - - - - - - -ii i . � � ' ELEV ` ° `� • ! - - - - - - - - -� � ' 505 � � TYP, PAINT � ` i i� i ' , � � . °° E ,� � N , c� c� r ; ii a _ _ � �= � - - - - - - - - - � � - For Reference Only � p DN i i � i W o CONC FILLED METAL o � . � � � i � , � � ' PAN STAIRS W/ STEEL � � � 1 1 /2" DIA METAL PIPE RAIL " ' - - - - - - - - - � GARAGE LEVEL � G RAGE LEVEL - FINISH PLAN - OVERALL � CHANNEL STRINGER, T � AT TOP OF GUARD W 1 " DIA ii � i 86' - 6 1 /2" 86' - 6 1 /2" - � PIPE INFILL AND 1 1 /2" iii i > > _ � BALISTRAD, TYP, PAINT ii i ° ELEV VESTIBULE " �uAr��w�,i � � � � � 6 q a a ° N STAIRS _ u ' - � N N �� — — � — � — � � — 420 � 114� - o�� S � � � o � — — — , � � , l � � VERTICAL CIRCULATION � - _ � � � a � a a d � < ° o a a d .. � � � ' ° a � � � < ' � � ° a aa ° a a � � d ` ° ° o � STAIRS � .� � �� `� � a a � e a a ° oe � ° a � � e ° a � 8 MECH LEVEL Q ° ° e 4 a ° °_ Q Q a MECH LEVEL 6 c� S � � ; ' ,' o - � STAI R 1 80 - 10 < a a a , a a a 80 - 10 5 05 _ ' - ' , �� a a ° a a a a ° a < - � � &.. a a a a a a ° < ° a - n ° ZO ' - _ a d a ° a ° ° e a a ° d da ° a e � � ° ` n , _ � � Y Y Y Y _ � ' 3 O �� \\/�\// �� /p\� �J/�\� �� A 8.00�7 a � Y Y � Y Y Y • V V _ O � �� ° ' �� alflr�� r - � � 4, _ 5„ 5, _ o„ � NOTE SIZE PRESSURIZATION FAN OPENING IN CONCRETE PLOTTED 8l14/2009 10 11 45 AM I PRECAST WALL TO BE 4" LARGER IN BOTH DIRECTIONS CHK'D BY Maggie Fitzgerald , AIA THAN THE MECHANICAL DUCT DIMENSION AS NOTED ON I I THE MECHANICAL PLANS LOCATE THE TOP AND SIDE FOR OO COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C ARCHITECTS THE OPENING PER ARCHITECTURAL DRAWINGS GENERAL CONTRACTOR TO COORDINATE THE ACTUAL GRILL SETTING WITH THE PRECAST CONTRACTOR 6 7 v - STAIR 1 - SECTION 1 STAIR 1 - LEVEL 4 STA 1 - LE L 2 � STA 1 - GA AGE LEVEL , 6 1 /4" = 1 '-0" 5 1 /4" = 1 '-0" 3 1 /4" = 1 '- 1 /4" = 1 '-0" FINAL CD ISSUE - 8 AUG 08 D P .A. PROJECT # 06232 00 GENERAL I� OTES , � � 1 ALL PIPING SHOULD BE RESILIENTLY ATTACHED TO _ STRUCTURE AT EVERY POINT OF CONTACT APPLY TO 6 BOTH PLASTICAND IRON PIPE SEE PLUMBING SPEC 5 (,� 2 TO ISOLATE SOUND, EVERY ELEVATOR AND STAIR SHAFT v LOCATED ADJACENT TO A RESIDENTIAL UNIT IS FURRED OUT ON THE UNIT SIDE SEE WALL TYPES 3 MECHANICAL, ELECTRICAL, & PLUMBING CHASES WITH SOUND ISSUES NEED TO BE LINED � 4 PENETRATIONS OF CRITICAL WALL AND FLOOR CEILING I I I ASSEMBLIES BY STRUCTURAL MEMBERS, DUCTS, PIPES, � ,f� �*^ ` �» �}- ; CONDUIT, ETC ARETO BE SEALED WITH A RE5ILIENT, NON � � M �q,.� � � k. i„� ! HARDENING CAULK I 5 REFER TO VT SHEETS FOR FURTHER INFORMATION 7 6 REGARDING ELEVATORS 6 EXPOSED CONDUIT IS NOT ALLOWED ALL WIRING AND CONCEALED AND FIRE—STOPPED TO MAINTAIN SCHEDULE I I WALL RATING OBTAIN STRUCTURAL ENGINEER APPROVAL PRIOR TO COOR DRILLING CONCRETE STRUCTURE 2301 BLAKE ST , STE #100 �' DENVER, COLORADO 80205 6 303 861 8555 F 303 861 3027 � ROOF ACCESS HATCH `� � `�^` 0225 MAIN STREET UNIT C101 _ _ _ _ LEVEL 5 FINISH FLOOR EDWARDS, COLORADO 81632 — — — — — - 150' - 3" :� � � ,.., - ., 970 926 8960 F 970 926 8961 �r � i tG i ; _ ' � I 2 �� w Q � P��""�� ,�"" 12 3' - 2 1 /2" 5 6 7 C� 4 0 � _ � I � , 9 � 6 6 � 50 50 143' - 10 17/32" � � I 1 ' - 7 1 /4" I M CH LOFT. � � � �$" 5' - 47/8" 5' - 5" ' - 93/ ' ' ' LEVEL 5 FINISH FLOOR TYPER�03 WALL � _ — — `150' - 3" l . �� _ � . � , , � NE �� .� _ � LEVEL 4 FINISH FLOOR CHIMNEY o ,�� — `138' - 9" FLUE O `'' I � vv - v ` , INTAKE LOUVER A H IT � � � , • � , f� I ' . � ----- ` — — — — — M - � �„�^� � V oo — � — — — BRI E N MPTONGNY 1932 I, TRASH � " `�` �� I I CHUTE DUCT I 4 631 537 3555 F 631 537 0558 I , - � 210 Edwards Vdlage Blvd , Suite D-207 , PO Box 878 ' .�`� � � � � _ 5 05 Edwards, CO 81632 � ` '. ' / I I �, � � 070 02C �F1G1 0 / i � I I � � MECH I ISSUE/REVISION DATE NO • : LEVEL 4 FINISH FLOOR � CHASE — — `138' - 9" � � I I OWNER REVIEW 16APR08 I � .,., - ., � \ - I � ° I CONSTRUCTION DOCUMENTS 8AUG08 � I I TOWN OF VAIL UPDATE 5FEB09 � _ LEVEL 3 I , I I ROOF BELOW I REVISIONS ° 127' - 0" I "� � DESCRIPTION DATE NO I � � � � _ � 5 � � I I 5 05 I i � i � � � � � � � ELEVATOR I � �� STAIR 1 MECHANICAL LOFT- SECTION 3 RELIEFVENT � - - 12 ; ,# I I STAIR PRECAST PANEL BELOW 5 1 /4" = 1 '-0" ( 1 / A3 05 ) I I I ROOFHATCH . , � � STA I R 1 - S E CT I O N 4 ELEVATOR 6 �� _ � �� PRECAST I .,,,�,,. � I \ I I 1 /4 - 1 -0 PANEL BELOW 6 � I I 5 - ,� - - �/ - �.�. - - - �/ 9 7 6 5 � ,� � i i i i . � . 6 6 5 ° 5 ° 5 6 7 8 :, � � � � U PPE EVEL TAI R 1 ECH LOFT 2 1 /4" = 1 '-0" ( / ) I I I . ., U 161 - 11 LEVEL 6 FINISH FLOOR — — — — — — `161 ' - 9" J � ., � - .. METAL GRILL I - ., 7 � � � INTAKE LOUVER n/ � � 40 � � L.L z ' Q r , � , � � , %'�`� � , � , h � �� 5 6 7 _ � 0 O � � ,.c2 i � ' 6 6 O �' �"�� TRASH CHUTE RELIEF 5 0 5 0 � � � I FAN I � UNIT ��/ Q � I..L� � � O � - LEVEL 5 FINISH FLOOR 7 3/4" 5' - 4 1 /4" 5' - 5" 1 ' - 9 3/8" � J � — — — O O O — - — —I — — `150' - 3" � 1 JV - V (� cn U � _ Q � o- - � i i � _ W C� CHIMNEY Q � _ FLUE � r�i � � 143' - 10 17/32" � � � � �. < .�,`� _ ,,`,� ,,� � � J � � TRASH U IT U _ - M V � - 0 � � ' � CHUTE 401 , �� TRASH FAN V J STAIRS CHUTE � UNIT 4 S ,� � `/ 5 05 ' I r _ _ LEVEL 4 FINISH FLOOR � 3'-2" x 3'-2" METAL — — — 138 - 9 � � .... - � . VENT GRATE ON BRACKETS > - CHASE � � _ For Reference Only _ ��: � � � � , � � � 5 5 05 • ELE 1 - EXTERIOR WALL STAI R 1 - M ECHAN I CAL i i TYPE W3-B LOFT . . . . , , . . � � �� fU�D �Y SE� 11 2Q09 a � � , � e .. . 1 ' - 0" 6' - 2 3/8" PLOTfED 8/14/2009 10 12 07 AM CHK'D BY Maggie Fitzgerald, AIA OO COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS 5 6 7 SHEET NUMBER r ' STAIR 1 MECHANICAL LOFT- SECTION 2 LOWER LEVEL 5 STAIR 1 MECH LOFT • 4 1 /4" = 1 '-0" ( 1 / A3 . 05 ) � 1 /4" = 1 '-0" ( I � FINAL CD ISSUE - 8 AUG 08 D P A. PROJECT # 06232 00 "",..�-�°�-�-�."",,,�,., � 5 6 8 7 5 6 50 7 5 6 50 7 GENERAL N4TES 50 5 6 7 4 4 1 ' - 0" 5' - 0" 4' - 5" 1 ' - 0" '� ALL PIPING SHOULD BE RESILIENTLY ATTACHED TO . STRUCTURE AT EVERY POINT OF CONTACT APPLY TO BOTH PLASTIC AND IRON PIPE SEE PLUMBING SPEC � 11 �� 2 TO ISOLATE SOUND, EVERY ELEVATOR AND STAIR SHAFT 506 4' - 7" 3" 4 - 7 3 4 - 7 9 - STAIR WIDTH STAIR WIDTH o I STAIR WIDTH I STAIR WIDTH I o I 4' - 7" 3" 4' - 7" I LOCATED ADJACENT TO A RESIDENTIAL UNIT IS FURRED � ,� �, � �� ° o � 4 - 7 3 4 - 7 OUT ON THE UNIT SIDE SEE WALL TYPES � � STAIR WIDTH STAIR WIDTH � STAIR WIDTH STAIR WIDTH 3 MECHANICAL, ELECTRICAL, & PLUMBING CHASES WITH SOUND ISSUES NEED TO BE LINED � — , 4 PENETRATIONS OF CRITICAL WALL AND FLOOR CEILING K , – K - � - K K – - – K K - - – K , " , " � ' � • . � CO DUBT,� ETC ARET O BE SEALIED WITHA RE ILIENTENON � � � � �� iw. �� 3 3 3 ' � � HARDENING CAULK 5 06 5 06 - 5 06 - I 5 REFER TO VT SHEETS FOR FURTHER INFORMATION � � � � REGARDING ELEVATORS , , � 6 IXPOSEDCONDUITISNOTALLOWED ALLWIRINGAND � _ d. _ � _ : � CONCEALED AND FIRE-STOPPED TO MAINTAIN SCHEDULE � � � � WALL RATING OBTAIN STRUCTURAL ENGINEER � _ � - � - ' °, PRESURIZATION _ ' °, - _ � o � o � � FAN OPENING � � - �- � e, APPROVAL PRIOR TO COOR DRILLING GONCRETE � STRUCTURE 2301 BLAKE ST , STE #100 r < DENVER, COLORADO 80205 303 861 8555 F 303 861 3027 PRESURIZATION �.,� M _ - FAN OPENING � � N N 0225 MAIN STREET UNIT C101 - � ' EDWARDS, COLORADO 81632 � � °' 'v °' 970 926 8960 F 970 926 8961 _ _ II M II � � - L L � - – L L � L L � – – – L QL -- � – � – �— � _ _ � � � � _ � _ o � _ rn ° rn ° o � ° o � � � � � I � � � I N N N - ;<..<:: DN DN UP UP >:<>:�:�s::�;::< . _ _ � DN � DN � � - 0 0 138' - 9" - � o � � o � � - � I - � � � � � � � UP M – – – – - ' M M � - � M M�— – – – – M M – – – � - – M M � �_ �� STAIRS � � 3 6 HIGH G ARDRAIL STAIRS STAIRS , � S2 � S2 I S2 N � - M I - I 4 - 173' - 3" - - - - - `-� ' N �I 0 0 o v � � O ao O � 40 � � � ' ' ih Zh ih i+'� �''� � � � � i+� i� 1936 MONTAUK HIGHWAY � � I � � � f • . BRIDGEHAMPTON , NY 11932 � N � � ' � . 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Fn nn �Tn � � �� LOADING DOCK � I � � PRESURIZATION FAN CONC FILL�.L— � — - -z-T � 1 0 — 4� — — 120' - 4" � S AIRS - .� '� � OPENING PAN STAIRS W/ STEEL � � N N I DOUBLE S2 �, U — - CHANNEL STRINGER, � , � _ 1 ' - 4" � i� - � O GATE io � u � _ ' � � o � � 2' _ 2" / � M M _ � _ N LEVEL 7 FINISH FLOOR � � 1 1 /2" CONC ON \ - `�' � J 173 - 3 . „ METAL PAN , TYP I � - W ^ � � v - v - Q � . � � � M � \ M Z � N – – N � ti � Z � � � — W „' � LEVEL 2 FINISH FLOOR LEVEL 2 � � � _ — — — — �114' - 3" � � - 0" 5� - �� 5� - 5�� z � � , , -� - ., 114' - 0" � w ° � M _ o r� W � - • � � 11 ' - 5" � CONC FILLED METAL � - 1 1 /2" DIA PIPE RAIL AT � ' � O O PAN STAIRS W/ STEEL ' � M TOP OF GUARD W 1 " DIA i° � � r PRESURIZATION FAN PIPE INFILL AND 1 1 /2" I - � STA. I R 2 EV E L O � � CHANNEL STRINGER, � � � 9 T 11 " = 8' - 3" 4' - 5" o, � OPENING '� 6 7 � - BALISTRAD, TYP, PAINT a � , — � w 2 1 /4" = 1 '-0" 0 � CONC ON METAL PAN � � p� � . � � � � � � — - 1 1 /2" DIA PIPE HANDRAIL - ` � � _ 1 ' - 4" w ANCHORED TO WALL, _ � _ � ° 5 6 7 7 J � O W � i� , „ o T Y P, P A I N T 13 T 11 - 1 - 11 4 5' � � 5 0 � 2 - 2 � � � � L L \ � `„ L E V E L 6 F I N I S H F L O O R 1 1 /2" DIA PIPE � _ � ' - 0" 9' - 5" 1 ' - 0 ' O HANDRAIL ON BRACKETS ' ' � O O — 161 ' - 9" � 6 � � n/ � _ g�� MOUNTED TO WALL , � ii 4' - 7" 3" 4' - 7" ♦ ^ � ., � - ., � � � ' co TYP, PAINT , � � V J L'L L � � � � _ I � ET/tiIR WIDTI I ET/tiIR WIDTI-I � ^ / _ ^ LJ.. � " ` � W J 1 1 /2" DIA PIPE RAIL AT � - � 4'-0" HIGH METAL GATE � � - - ° K � TOP OF GUARD W 1 " DIA ' ' � ` � - - - - - - - - � - - - ` . ` _ ' � � ' � r PIPE INFILLAND 1 1 /2" o � � r , ' ' � - BALISTRAD, TYP, PAINT � _ _ � _ _ ' LEYEL 1 LINEWORK LEVEL 1 . � i • • � � �I i c� — - 100' - 3" 100' - 0,� � � • r' � , , � .,., - ., - i i � � � i i - ` , ' 9T 11 " = 8' - 3�, 4, _ 5„ _ � � i i rn � O � I I . , I I " � .. � . � . , � ' I I ' � rn � � PRESURIZATION FAN . . -, - ` -' ' " � - - - - - - - -i - - - - - - - - ,h •' � CONC ON METAL PAN ..� � � � � OPENING _ : - . `,� , � iiqi i � � � j° — -- - = � • - i- - - - - - - �i ; . . . - - - - - - �- - - - - - - - 1� . � :. � \ � � _ 1 ' - 4" � - - , i iiflj jiii ui � � - - - ir� i i rn � ` � 2� - 2�� 1 1 /2" DIA PIPE W . • � � � �� ii III ' � ZV � ' . N = • � - - - - - - - - -�1� � I _ LEVEL 5 FINISH FLOOR � 5 HANDRAIL WELDED TO : � ' � N � " . i i � ni � iii � • : . 150' - 3" , ,. GUARD , TYP, PAINT � � � � � m - - - � vv - "' - o . � ' � ; - - - - - - - - -; ; ° ; ; � � � � For Reference Onl � � °' � M � _ r - - - - _ - -i� _ _ � y , � -� � �7 , � ii i ; , �r, . L ' � ' - �- - - - - - - - - -I� I � • - �� 12T 11 " 11 ' - 0" 4' - 5" � - - � � � i� � o HAN ,DRAILWE DEDTO � a - � ' � i� _ _ _ _ _ _ _ _ _i � i - � N GUARD , TYP, PAINT • , . :; o I ' � �. '� i iiAi . , , . - - , -_ � � � , r - - - - - - - -i� i � •. � " � � ` �''� 5" SLAB ON GRADE , =.' � � - - - - - - - - -i�ui . � " � OVER FILL , ` ` w� , ,. , i iini � , ' / 9T 11 " = 8' - 3" 4' - 5" � � � . "' It�l � • ' GARAGE LEVEL - FINI H PLAN - OVERALL GARAGE LEVEL - - - - - - - - - � � � — — — , ,. , ., iiiii UP _ �, 86 - 61 /2 86 - 61 /2 VERTICAL CIRCULATION ° t° PRESURIZATION FAN iiiii � _ ` � � — /�y OPENING — � — — — — — 4 — ° � � M ` \ - � � � 4�� — — — _— I — I 1 _ u � - STAIR 2 _, a _ _ _ _ _ a-- \ ` � 2� - 2�� _ — I — — — — — — —ss 6 1 /2 �, _ ! STAIRS �' ��'� �� "' LEVEL 4 FINISH FLOOR — — — — SEP 1 �. ZOO� � „ L4 — — — — � N � 138 - 9 , _ 6„ a a Q a a SZ � d a a a a Q ° a � ° < ° ° � ° ° ° MECH LEVEL ' • _ ° e . a e dd a d _ a — ^ � — a°"�°— n a $�� ' .� On M �� r�� PLOTTED 8/14/2009 10 35 39 AM � NOTE SIZE PRF�SSURIZATION FAN DUCT O�ENING IN CONCRETE � N � _ N PRECAST WALL TO BE 4" LARGER IN BOTH DIRECTIONS THAN THE � " M o CHK'D BY Maggie Fitzgerald, AIA MECHANICAL D CT DIMENSION AS NOTED ON THE MECHANICAL ' � OO COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C ARCHITECTS PLANS LOCAT THE TOP AND SIDE FOR T E OPENING PER ARCHITECTU DRAWINGS GENERAL C NTRACTOR TO COORDINATE T E ACTUAL GRILL SETTING WITH THE PRECAST SHEET NUMBER . CONTRACTOR • STAI R 2 - SECTION - LEVEL 4 - LEVEL 7 STAI R 2 - SECTION - GARAGE - LEVEL 4 � STAI R 2 � RAG � VEL 7 . � 8 1 /4" = 1 '-0" 7 1 /4" = 1 '-0" 1 /4" = 1 '-0 FINAL CD ISSUE - 8 AUG 08 D . P A PROJECT # 06232 . 00 il il G EN ERAL NOTES ' . � 1 ALL PIPING SHOULD BE RESILIENTLY ATTACHED TO - STRUCTURE AT EVERY POINT OF CONTACT APPLY TO � BOTH PLASTIC AND IRON PIPE SEE PLUMBING SPEC , 2 TO ISOLATE SOUND, EVERY ELEVATOR AND STAIR SHAFT � LOCATED ADJACENT TO A RESIDENTIAL UNIT IS FURRED ' OUT ON THE UNIT SIDE SEE WALL TYPES 3 MECHANICAL, ELECTRICAL, & PLUMBING CHASES WITH SOUND ISSUES NEED TO BE LINED 4 PENETRATIONS OF CRITICAL WALL AND FLOOR CEILING ASSEMBLIES BYSTRUCTURAL MEMBERS, DUCTS, PIPES, � � �� ,� � �� CONDUIT, ETC ARE TO BE SEALED WITH A RE5ILIENT, NON � � E I � � :��s �; i,�� ; HARDENING CAULK ��.;i�lij� ;ii P�'i;�:� �' I,, 5 REFER TO VT SHEETS FOR FURTHER INFORMATION PII�' i�;,R. �"i;;; i : !, !,, l�Yi iIt '.�IIIIIiIu: i i :` E`iI REGARDING ELEVATORS 6 IXPOSED CONDUIT IS NOT ALLOWED ALL WIRING AND CONCEALED AND FIRE-STOPPED TO MAINTAIN SCHEDULE WALL RATING OBTAIN STRUCTURAL ENGINEER APPROVAL PRIOR TO COOR DRILLING CONCRETE STRUCTURE 2301 BLAKE ST , STE #100 DENVER, COLORADO 80205 303 861 8555 F 303 861 3027 0225 MAIN STREET UNIT C101 EDWARDS , COLORADO 81632 970 926 8960 F 970 926 8961 I �I i �I I �I E ' Y �� 1936 MONTAUK HIGHWAY �, , J K L BRIDGEHAMPTON , NY 11932 I 631 537 3555 F 631 537 0558 - 210 Edwards Vdlage Blvd , Suite D-207 , PO Box 878 ' Edwards, CO 81632 �� o;o s�c -� � � � 43 5 6 7 ISSUE/REVISION DATE NO OWNER REVIEW 16APR08 4 g 3 CONSTRUCTION DOCUMENTS 8AUG08 5 06 I 5 0 I 5 06 TOWN OF VAIL UPDATE 5FEB09 REVISIONS �;��;;;;;; , ,� DESCRIPTION DATE NO ,�y,�:,.;:;: . \.,vr a�*' ;;`. a�::::; `;,. I �: �� *e � ` iE E '��''�' � — _ _ _ t: +� �` - CONC `` ,� UN T N 54x24 DUCT � � h \ f;f S � /� p . � (� �. � L/'1O � s �� _ _ — - V �(/� � 3�� BEYOND � � 4' - 1 7/8" Vv � I LEVEL 8 FINISH FLOOR � � LEVEL 8 FINISH FLOOR - - - - �� - - - _` � � �� 184, _184 _ 9 — a , , � � — -184 _ 9 � CONC P ECAST (— � \ 54x24 DUCT � , , � FCU I - - I I I I � � UNIT STAIF2S UNIT UNIT 713 � g2 CORRIDOR 713 THRU WALL INTO 713 � 72� VERTICAL SHAFT WASHER/ io DRYER � LEVEL 7 FINISH FLOOR LEVEL 7 FINISH FLOOR a — — — — . e �� `173' - 3" — a o a — — `173' - 3„ 173 - � , .. - ., � � , ,. - ., . � , , , . � � � � , - I . . � I - M a46 '�T MECH UNIT CORRIDOR UNIT SHAFT UNIT 615 � 620 615 615 , � � U � J N LEVEL 6 FINISH FLOOR LEVEL 6 FINISH FLOOR J — �� ,. — — — — — �161 ' - 9" W .. a — — — — — 161 , _161 _ 9 — a a — a , ., � - .. � , ' - - I ' ` � f� _.�._.___ � ...�.�..._..._.�.� � � _� - l� w � � Z 0 � � � � � Q O - O UNIT UNIT � � � UNIT � I CORRIDOR 516 516 � �' 516 � 520 Q Q � � _ � W O W � � � � _ �' _ _ LEVEL 5 FINISH FLOOR LEVEL 5 FINISH FLOOR O O O — — �", ;`150' - 3" — — — — — — — -150' - 3„ a 150 - , �� - .. — a e — � ,.., - ., � � U L.L ,—. � , ,� , _ f , , - , . < Q a' - . . . . � � .� W ! i � Q cn � , d- > � � � UNIT J ` UNIT � CORRIDOR UNIT 417 O I 417 � 421 417 (n , � � ' I . . `� LEVEL 4 FINISH FLOOR LEVEL 4 FINISH FLOOR � — — — — — — �� 138' - 9" _ — — — — — - `138' - 9,. ° 138' - , ..., - ., ° ° ° ° ° , � .,� - ., � � �- - ' � . � \' _ For Reference Only .�._ I � � � I VERTICAL CIRCULATION STAIR 2 �3�� 1ED �� SEP 11 2009 STAI R 2 - PRESSU RIZATION SECTION2 4 STAI R 2 - PRESSU RIZATION SECTION 1 �� 3 1 /4" = 1 '-0" 1 /4" = 1 '-0" PLOTTED 8/14/2009 10 13 18 AM CHK'D BY Maggie Fitzgerald , AIA OO COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS SHEET NUMBER . . ■ FINAL CD ISSUE - 8 AUG 08 D . P A PROJECT # 06232 00 11 12 13 6 11 12 13 51 11 12 13 GENERAL NOTES � 51 PRESURIZATION 27' - 2" � „ 27 - 2 FAN OPENING 1 ALL PIPING SHOULD BE RESILIENTLY ATTACHED TO ` 1 ' - 0" 25' - 2" 1 ' - 0" PRESURIZATION , „ , „ � �� 1 ' - 0" 7' - 10 7/8" 17' - 3 1 /8" 1 ' - 0" 5 � STRUCTURE AT EVERY POINT OF CONTACT APPLY TO FAN OPENING 1 - 0 25 - 2 1 - 0 PRESURIZATION BOTH PLASTIC AND IRON PIPE SEE PLUMBING SPEC 4' - 5" 9 T 11 " = 8' - 3" 12' - 6" , „ „ _ , „ , „ , „ FAN OPENING 4' - 5" 10 T@ 11 " = 9' - 2" 7' - 7" 3' - 0" 1 ' - 0" 2 TO ISOLATE SOUND, EVERY ELEVATOR AND STAIR SHAFT @ 4 - 5 9 T@ 11 - 8 - 3 3 - 4 4 - 6 LOCATED ADJACENT TO A RESIDENTIAL UNIT IS FURRED 3' - 4 1 /2�� 2� - 11 3/4�� 5' - 4�� OPENING N I I I OPENING 2� _ 6 3�8�� OUT ON THE UNIT SIDE SEE WALL TYPES R O o 3 MECHANICAL, ELECTRICAL, & PLUMBING CHASES WITH , SOUND ISSUES NEED TO BE LINED o � _ o 0 4 PENETRATIONS OF CRITICAL WALL AND FLOOR CEILING ; . , ' : ; ._ •. _ ' ` _ - � - - _ _ ' ASSEMBLIES BYSTRUCTURAL MEMBERS, DUCTS, PIPES, �, � �� ,� � �� - � ` �� .- ' " - � � � CONDUIT, ETC ARE TO BE SEALED WITH A RESILIENT, NON � [ . . . . , � . . ,• . , .. . , , , � • . , . , _ • " o = ' � � , _ �„ o � N 2 1 ' - 0" o O � HARDENING CAULK _ _ I I- �- I � _ �� ' - Q" � o � 1 ' - 11 " � � � o � p � _ �� ' o � � 5 REFER TO VT SHEETS FOR FURTHER INFORMATION p 1 11 N � N , , v 1 11 N , � , � / � N REGARDING ELEVATORS � DN M � DN N M o �; � GATE � O 6 EXPOSED CONDUIT IS NOTALLOWED ALL WIRING AND p Q _ _ _ _ _ p D - � � - _ DN � �.T�R� = cONCEALED AND FIRE-STOPPED TO MAINTAIN SCHEDULE � F- � � � ; WALL RATING OBTAIN STRUCTURAL ENGINEER � STAIRS � — 3 ' 1 ' — 4 7/8" `� STAIRS � � i / S3 c� APPROVAL PRIOR TO COOR DRILLING CONCRETE ' � 184' - 9" S3 M � S3 _ �, � — � STRUCTURE 2301 BLAKE ST , STE #100 a, � � � � � DENVER, COLORADO 80205 _ � � � � o = � 6 � OPENING � N g 303 861 8555 F 303 861 3027 �' � � io 5 07 � � � ' � 5 07 � 0 • Zfl � 5 07 .- - .. . - - � � ; - � � •, � 2�, _ 3„ . M 0225 MAIN STREET UNIT C101 I ' � 1 ' - 0" 3'-6" HIGH GUARDRAIL � � , �O° °r�° � � , �} , _ „ �p � _ 138' - 9""� , � v � � , „ �P 1 ' - 11 " ' � �,, EDWARDS , COLORADO 81632 � a I � a 1 0 � 1 11 � � 1 - 0 970 926 8960 F 970 926 8961 � 2 2 � 2 � � 5 07 0 5 07 0 , . � - � � ' - � - _ _ - - - � - — � °, I I 8' - 11 1 /2" 3' - 6 1 /2" I � 3 � 3 RO 3 8' - 111 /2" 3' - 61 /2" 1 ' - 0 ' � 507 8' - 111 /2" 3' - 61 /2" 1 ' - 0" 507 507 R � i RO � � �� 5 07 5 07 1 � AI R 3 - LE 8 507 � 3 ST 3 - CON D EVEL 4 - LEVEL 7 SI M I LA 3 AI R 3 - LEV 3 � 3 8 1 /4" = 1 '-0" 5 1 /4" = 1 '-0" 4 1 /4" = 1 '-0" N Y 1 507 12 13 E • 1936 MONTAUK HIGHWAY I�I BRIDGEHAMPTON , NY 11932 , 1 � 1 1 �2 1 �3 631 537 3555 F 631 537 0558 210 Edwards Vdlage Bivd , Suite D-207, PO Box 878 1 5� , 12 � � , 3 11 12 13 Edwards, CO 81632 970 9�6 � 161 27� _ 2�� 5 PRESURIZATION � � 2��' - 2 3�$" 1 � 5 � FAN OPENING 1 ' - 0" 25' - 2" 1 ' - 0" ISSUE/REVISION DATE NO 5 07 11 � 2 13 OPENING � �.. � 4' - 6" 11 T@ 11 " = 11 ' - 0" 9' - 8" OWNER REVIEW 16APR08 �..._ . �'i • � �t'�',f o � 2' - 6 3/8" CONSTRUCTION DOCUMENTS 8AUG08 i�� '' �' ` � TOWN OF VAIL UPDATE 5FEB09 ; , , € f - I � . � I ' I � - 0 , - { - REVISIONS 201 ' - 10" � 2 _ O p�� o I_ O � DESCRIPTION DATE NO �,,� p o � I CV i O i I _ ' � ,LEVEL 4 FINISH FLOOR _ LEVEL 4 � � DN 'c� Zv � — 138 - 9 138' - 6" � — — — � vv - v � � ` - °,' PRESURIZATION FAN �' STAIRS N � � in OPENING � � S3 c� - , I I , - I _ � � � � � 6 CONC FILLED METAL PAN o ., � 5 07 _ _ _ �� LEVEL 9 o STAIRS W/ STEEL CHANNEL � 196' - 0" � � � ,� � STRINGER, � � 1 _ 1 114 - 0 3/32 I �P 1 ' - 11 " �� PRESURIZATION FAN g T 11 " - 8' - 3" � 4'-0" HIGH METAL GATE 2 c~i� � OPENING 4 - 5 @ - � - � - , � - 5 07 _ o � � � ' � _ , � _ �. . — � � � LOADI G DOCK MEZZANINE � � � ' ," — ' — — � — — 1 ' - 0" 7' - 10 7/8" 7' - 1 1 /2" 3' - 6 1 /2„ 1 , _ 0„ � - � 130' - 1 " � - � ' � � � RO � � - � \ � � � _ - � � � � _ _ _ LEVEL 3 FINISH FLOOR EVEL 3 - � � — , a a � ��-127' - 3" 127' - 0„ � � � , - ., ° / , ' = � PRESURIZATION FAN A I R 3 - L EV � � ' 13 I i _ �° io OPENING � 5 07 � u �`' , � � 1 1 /2" DIA PIPEHANDRAIL 1 /4�� _ � �-�� LEVEL 8 FINISH FLOOR GW WELDED TO GUARD , TYP, PAINT — — 184 - 9 , � .,-r - .. � � ` � � PRESURIZATION FAN _ 1 1 /2" DIA PIPE RAIL AT TOP OF "' C° OPENING LOADING DOCK GUARD W 1 " DIA PIPE INFILL AND — 1 1 /2" BALISTRAD, TYP, PAINT 5 � � 120' - 4" 1 1 /2" CONC ON 1 1 /2" DIA METAL PIPE ' , : ' 4' - 5" 11 T 11 " = 10' - 1 " o . �, METAL PAN , TYP HANDRAIL ON BRACKETS � 3 5 1 C� w _ � o `; 1 1 /2" DIA PIPE HANDRAIL ON 11 MOUNTED TO WALL , ° ' M � Zfl BRACKETS MOUNTED TO WALL , 27� _ 2�� TYP , PAINT '� � n � \ � _ � � TYP, PAINT 1 ' - 0" 25' - 2" 1 ' _ 0„ � o� • . 4' - 5" 9T@11 " - 8' - 3" \ � � - � � M � 4' - 6" 11T@11 " = 11 ' - 0" PRESURIZATION � ` � `O � � I FAN OPENING 00 � I � _ _ _ _ � ' LEVEL 2 FINISH FLOOR _ LEVEL 2 � o U � — 114' - 3" 114' - 0" � d / � � � � - .. - _ O / � J �- M � ' . - PRESURIZATION FAN = a � 2' - 0" I p�� o � LEVEL 7 FINISH FLOOR ° OPENING _ p ' ^ —�173' - 3",, - o `O `� ' � � � � � , ., - � � ` ,° � ' � � `� > o� � � v � — � _ PRESURIZATION FAN - � D - � � W , i �O OPENING STAIRS � � Z � � ° � _ S3 0 � � a CONC FILLED METAL PAN � _ � �' � 6 � � Q O w STAIRS W/ STEEL CHANNEL ° ° STRINGER, � _ o . , �P - 5 07 � � �. � � � � ° � - 00, 0„ � _ 9T 11 " = 8' - 3" \ ` � 4' - 6" 1 T@11 " = 11 ' - 0" ° � � � 1 ' - � �� 1 ' - 10" � / � � O � -� � p � 4� 5° @ ' _ � � � � � Q � � � � � � � � � . � 2 Q Q � `,� ' � d 5 07 : � . o � _ / / � O � l � � / Vl ' �_ � � O � d � � 1 1 /2" CONC ON � 6' - 1 1 /2" 3' - 6 1 /2" 1 ' - 0 ' � � � o � 2" CONC SLAB, TYP METAL PAN , TYP O � �, , � - i I I I � LEVEL 6 FINISH FLOOR — — — — — — _ _ LEVEL 1 LINEWORK LEVEL 1 CONC FILLED METAL R O I— O O — — — `161 ' - 9" , 100 - 3 — 100' - 0" 3 PAN STAIRS W/ STEE 1 1 /2" DIA METAL PIPE RAIL � � U � � ., � - � CHANNEL STRINGER AT TOP OF GUARD W 1 " DIA � � � ' _ F'KtbUKILHI IVN I-HN � � � PIPE INFILL AND 1 1 /2" 5 07 Q " ' PRESURIZATION FAN � OPENING BALISTRAD, TYP, PAINT w � ;n _ � ii �° OPENING _ �o v � � � � 1 1 /2" DIA PIPE HANDRAIL �- � I R 3 - L EV � � 13 Q C� WELDED TO GUARD , TYP, PAINT �i � w _ ` o „ � 2 1 /4" = 1 '-0" �' � � 1 1 /2 DIA PIPE RAIL AT TOP OF a r Q I � - - � GUARD W 1 " DIA PIPE INFILL AND W _ J I � ` � � _ � 1 1 /2" BALISTRAD, TYP, PAINT _ _ � N � � � O � 4� _ 5�� 9T 11 " = �8' - 3„ � � � �n � V J � � � 1 1 /2" DIA PIPE HANDRAIL ON r, `� � BRACKETS MOUNTED TO WALL , o � u ' ' _ � Z.i `;� , : TYP, PAINT o - ' 4' - 6" 1 T@11 " = 11 ' - 0" � � � � 12 13 C� M i � � `_ W � 2" CONC SLAB, TYP � ', � "' I � � F� 1 ' - 0" 25' - 2" , 1 ' - 0„ ' � ' r� � LEVEL 5 FINISH FLOOR ; . , _ „ , _ „ , „ „ _ , _ „ , �� I — — `150' _ 3"i� , 3 - 27 $ � 1 6 3 4 6 1 7T@11 - 4 7 � �, , , ° R o For Reference Oniy ' PRESURIZATION FAN ' GARAGE LEVEL - FI ISH PLAN - OVERALL GE LEVEL "' CO OPENING � —� 86' - 6 1 /2" 86' - 6 1 /2" _ u " � / a � , � �' i— - � d 2' - 6" � � - - , - � W � � cV " � \ PRESURIZATION o � � � . \ �. ao H 2' - 1 1 /4" 11 " °, FAN OPENING � o - 4 - 5 I 9T@11 " = 8' - 3" ` � � r io � \ � � � � - - 82' - 0" N o � �� p � � — — — — " D �, � , _ � a - ,_ � a de a Qa a a a a � a aa a � � DN —� VERTICAL CIRCULATION � � ` � ,° ' ' MECH LEVEL ECH LEVEL `�' � � ip ii m � oo � a �80' - 10" 80' - 10" _ _ _ � , � � STAIRS � STAI R 3 w / / / Q ° a 61 oa a � a d ° aa a � � � _ �� V :7mIBsV �� L'JViL� �� 0 _ / Q a a a d ea a O ' � � � ": a Q _ a a a o a a a a d ea e � N � o> uP : � 5 0' SEP 11 2009 / e ° ° a o a d � d a ° a � o � a Q g 4 ° �O > ` I LEVEL 4 FINISH FLOOR d a d a d a 4 d � �� a�� — '�`138' - 9" � a a ° o a ° < e ° ° � a a � 1 ' - 10,� � vv - v 1 � d a a a Q a e � m a � � Q -p a o �y,q� � ° a a a a a d � w � a a a d � d�'�5 Q a � e ° d e � � d e� - - . : - o PLOTTED 8/14/2009 10 14 02 AM NOTE SI E PRESSURIZATION FAN DUCT OPENING IN CONCRETE � � - - - � PRECAS WALL TO BE 4" LARGER IN BOTH DIRECTIONS THAN � � � CHK'D BY Maggie Fitzgerald, AIA THE ME HANICAL DUCT DIMENSION AS NOTED ON THE �O COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS I I MECHA ICAL PLANS LOCATE THE TOP AND SIDE FOR THE OPENIN PER ARCHITECTURAL DRAWINGS GENERAL 6' - 1 1 /2" 3' - 6 1 /2" 1 ' - 0 ' CONTRA�TOR TO COORDINATE THE ACTUAL GRILL SETTING SHEET NUMBER , � WITH TH PRECAST CONTRACTOR � I I R O . STAI R 3 - SECTION - LEVEL 4 - LEVEL 8 STAI R 3 - SEC ION - GARAGE - LEVEL 4 � ST 3 - GARAG EVEL . 7 1 /4" = 1 '-0" 6 1 /4" = 1 '-0" 1 /4" _ ' " FINAL CD ISSUE - 8 AUG 08 D P .A PROJECT # 06232 00 E D _ ' ' ' GENERAL N � TES ` 13 12 11 � ' � 2 7 5 07 5 07 ' 1 ALL PIPWG SHOULD BE RESILIENTLYATTACHED TO - _ 3 STRUCTURE AT EVERY POINT OF CONTACT APPLY TO j ( I M 5 �� BOTH PLASTIC AND IRON PIPE SEE PLUMBING SPEC � N � 2 TO ISOLATE SOUND, EVERY ELE1/ATOR AND STAIR SHAFT � LOCATED ADJACENT TO A RESIDENTIAL UNIT IS FURRED OUT ON THE UNIT SIDE SEE WALL TYPES 5 7 � 2 3 MECHANICAL, ELECTRICAL, & PLUMBING CHASES WITH SOUND ISSUES NEED TO BE LINED `—' , �� „� 4 PENETRATIONS OF CRITICAL WALL AND FLOOR CEILING � ' � � �� i �� it '� , " ASSEMBLIES BYSTRUCTURAL MEMBERS, DUCTS, PIPES, �, � ,/► �� ,� � � �� . .,.,.,,. .. .::. . ....... � M j i� � f , , � ; CONDUIT, ETC ARE TO BE SEALED WITH A RESILIENT, NON � � /�4 ! � �, } HARDENING CAULK �� t � _ �� . �I :d. 5 REFER TO VT SHEETS FOR FURTHER INFORMATION � REGARDING ELEVATORS ' 00 6 EXPQSED CONDUIT IS NOT ALLOWED ALL WIRING AND - 201 ' - 10" � _ CONCEALED AND FIRE-STOPPED TO MAINTAIN SCHEDULE �- WALL RATING OBTAIN STRUCTURAL ENGINEER APPROVAL PRIOR TO COOR DRILLING CONCRETE STRUCTURE 2301 BLAKE ST , STE #100 - - DENVER, COLORADO 80205 303 861 8555 F 303 861 3027 I I 0225 MAIN STREET UNIT C101 EDWARDS, COLORADO 81632 970 926 8960 F 970 926 8961 _LEVEL 9 a < ' � LEVEL 9 LEVEL 9 - 196' - 0" — — — — — — — 196' - 0" 196' - 0„ � � ' � „ STAI RS ' S3 „'�,'� `� I I � - � . � � N �� - , , � �� . . , , , , � �- � � � - � , _ � B R E Y , _ _ , . - : . . , __ - _ � _ T LEVEL 8 FINISH FLOOR - � - LEVEL 8 FINISH FLOOR LEVEL 8 FINISH FLOOR - -I— —`184' - 9" — —1 g4 g" — T184, 9„ a � .,-. - ., � ,.,�-r - .. � �,� - � � - - 1936 MONTAUK HIGHWAY ,r__, �. ' BRIDGEHAMPTON , NY 11932 . � 631 537 3555 F 631 537 0558 I _ 210 Edwards Village Blvd , Suite D-207, PO Box 878 - - Edwards, CO 81632 9T0 9Z0 4 I � I i � � " / � � - ISSUE/REVISION DATE NO � I I � � OWNER REVIEW 16APR08 � CONSTRUCTION DOCUMENTS 8AUG08 � TOWN OF VAIL UPDATE 5FE609 � � .,. � - � I I � � REVISIONS ' LEVEL 7 FINISH FLOOR � LEVEL 7 FINISH FLOOR LEVEL 7 FINISH FLOOR DESCRIPTION DATE NO — —`173' - 3" — a — — — — —173' - 3" — T173' - 3�� 1 / V - V 1 I V - V - 1 I V - V . � u I I � � I _ / � / � � / � � I I \ � . \ � • LEVEL 6 FINISH FLOOR � ' . LEVEL 6 FINISH FLOOR LEVEL 6 FINISH FLOOR — —`161 ' - 9" — — — — — —161 ' - 9" — T161 ' - 9" � � � - ., a � .. � - ., � ., � - ., , � � �- � - I , ' - � , , � _ " , . , , � � � � � . � . \ .; � � � . LEVEL 5 FINISH FLOOR � LEVEL 5 FINISH FLOOR LEVEL 5 FINISH FLOOR — — — —`150' - 3" — — — — — — — —150' - 3" T150' - 3" I _ , I - � .,., - ., , - . � �., - ., � .,., - ., U i i - � , � � , � W .. , , � � � � � w i i 5 ' � _ - - � � c� 51 � Q r � � � _ � \ � ' � � Q O _ . , _ � � - LEVEL 4 FINISH FLOOR _ � _ _ _ _ LEVEL 4 FINISH FLOOR _ LEVEL 4 FINISH FLOOR � O — — — -`138' - 9" — . — — — o — —138' - 9" — a a T138' - 9" � � � ,,., - ., , � ,,., - ., � � ,.., - ., , , 0 � ,' .r,,.0 , � � � I..L I I J w � W - � J � , O O O _ ' I— U � � � - , , " C� cn : � � , � � Q J o- LOADING DOCK MEZZANINE LOADING DOCK MEZZANINE LOADING DOCK MEZZANINE W — � 130' - 1 " � � 130' - 1 " 130' - 1 " Q — - � \ \ ; � � � I . � _ � � I . .. LEVEL 3 FINISH FLOOR \ � LEVEL 3 FINISH FLOOR LEVEL 3 FINISH FLOOR � � I — — o a — — a — - —127 3" — , T127' - 3" J � ` — a , —`127' - 3" — ° , � . - ., � � , - � O I r � II I I l - � I LOADING DOCK LOADING DOCK _ � _ LOADING DOCK — — 120' - 4" — � , — — — — • ° d 120' - 4" 120' - 4" , , For Reference Only , , I I � � _ - � � � - . , . . . . � . . . - . , , _ � � - .` LEVEL 2 FINISH FLOOR _ � _ _ _ _ _ LEVEL 2 FINISH FLOOR _ _ _ LEVEL 2 FINISH FLOOR — — — — —`114' - 3" — — — — — — —114' - 3" — —�114' - 3" VERTICAL CIRCULATION � � -. - ., � � � - ., , � � - ., � - - ; - STAIR 3 � � � �' � ��:�� D �Y 4 5 1 ' sEP 1 � Zoo9 , d�� O�fl�� I PLOTTED 8/14/2009 10 14 39 AM _ � � � � CHK'D BY Maggie Fitzgerald, AIA : � i O COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C ARCHITECTS . � i - I - I I I I � SHEET NUMBER R ➢ STA R 3 SECTION , STAIR 3 SEC ION � STAIR 3 SECTION � 3 1 /4" = 1 ' " 2 1 /4" = 1 '-0" 1 /4" = 1 '-0" FINAL CD ISSUE - 8 AUG 08 D P A PROJECT # 06232 . 00 • 16 17 3 � g 9 � � 9 5' - 53/4�� 7 � , - o„ � 8 25, - 2„ , , - o„ � 9 G EN ERAL NaTES 50 508 18 19 1 ' - 0" 508 25' - 2" � . _ 0,. 4' - 6 3/8" 3' - 4 1 /2" 10 T@ 11 " = 9' - 2" 4' - 5" 1 ALL PIPING SHOULD BE RESILIENTLYATTACHED TO • 1 ' - 0" 25' - 2" 1 ' - 0 ' STRUCTURE AT EVERY POINT OF CONTACT APPLY TO 9 T@ 11 " = 8' - 3" 4' - 5" R O BOTH PLASTIC AND IRON PIPE SEE PLUMBING SPEC 4' - 5 3/4" 3' - 4 1 /2" 9 T@ 11 " = 8' - 3" 4' - 5" � � � I 2 TO ISOLATE SOUND, EVERY ELEVATOR AND STAIR SHAFT PRESURIZATION LQCATED ADJACENT TO A RESIDENTIAL UNIT IS FURRED I - I FAN OPENING I I PRESURIZATION I R O I I � I 3' - 10 3/8" OUT ON THE UNIT SIDE SEE WALL TYPES o FAN OPENING PRESURIZATION � 3 MECHANICAL, ELECTRICAL, & PLUMBING CHASES WITH i , FAN OPENING SOUND ISSUES NEED TO BE LINED � � _ - 4 PENETRATIONS OF CRITICAL WALL AND FLOOR CEILING � � � - ° " • , , _ °, ' , ASSEMBLIES BYSTRUCTURAL MEMBERS, DUCTS, PIPES, �, � �� ;� � �� - - � ` - - - - - CONDUIT, ETC ARE TO BE SEALED WITH A RESILIENT, NON � 1 • _ . . • . . . . _ - o . � � � � � ' _ ° � o . � � � ,�� HARDENING CAULK ° 1 ' - 11 " _ � _ _ �- - 0 1 ' 11 " � 2 5 REFER TO VT SHEETS FOR FURTHER INFORMATION o � ' � , _ p„ I � _ o ° � 1 ' - 0" � 1 ' - 11 " 0 °, ;� 1� �—'� I _ p REGARDING ELEVATORS �,,� � � M r� � c•� DN � � 6 IXPOSED CONDUIT IS NOT ALLOWED ALL WIRING AND � � ' � ' CONCEALED AND FIRE-STOPPED TO MAINTAIN SCHEDULE p _ �TAIR�- - �N — M � Q �� D DN _ � � � �n�— �� H D A PRO AL PRIOR TO COORUD ILLNGECONCRETE S4 —i U 1 ._. - _ _ � �� _ STAIRS .-�, M � �� _ � I ' � � STRUCTURE 5 �n - 184 9 `r' �n ° ^ OO f� DC�I�C�G36� S[� � `n o� �STAI RS � 2301 BLAKE T , TE 100 � , _ � � C�o G^Q63C�a�4C�C�4M� C�OOL3 N/OOL�� a, ' ' ARC6�'�C . ��L _ DENVER, COLORADO 80205 4 17 � � = 6 � S[�. � GATE �''' = 6 303 861 8555 F 303 861 3027 � � i� � 5 0 UP F� � 5 � ' �P r � � 5 � 0225 MAIN STREET UNIT C101 „ , „ ' � 1 ' - 11 " , _ „ � � 1 ' - 11 " _ „ I ' . . - � � EDWARDS, COLORADO 81632 3 -6 HIGH GUARDRAIL I 1 - 0 �r Q � p 1 0 �. � 970 926 8960 F 970 926 8961 c~n 2 c~n 2 � � c~n 2 - _ 5 08 0 - - 5 08 0 _ 5 08 I , - - � - � � o , - _ � . . ; - I � � , • J . ' - 0" , - 6 1 /2" 8' - 11 1 /2" ' - p" , _ 6 1 /2" 8' - 11 1 /2" � � I , �� _ �� _ ,� � 1 - 0 3 61 /2 8 111 /2 I I R � I RO � RO 3 1 3 6 5 08 5 08 5 08 5 8 16 52 1 18 9 17 18 19 17 18 19 TAI R 4 — LEVEL 8 STAI R 4 — LEVEL 4 — LEVEL 7 S I M I LAR STAI R 4 — LEVEL 3 ; 1 /4 - 1 -0 ( 1 / A2 .43 ) 5 1 /4" = 1 '-0" 1 /4 - 1 0 � � „ , ,. � „ _ , „ _ - , � � � A IT E T � ^ � 7 � � 19 1936 MONTAUK HIGHWAY BRIDGEHAMPTON , NY 11932 . � '7 � 8 1 g 631 537 3555 F 631 537 0558 210 Edwards Vdlage Bivd , Suite D-207 , PO Box 878 � 3 �� 5 08 � 1 ' - 0" 9 - 9 5 12 T@ 11 11 0 4 - 5 1 - ' Edwards, CO 81632 , �, �� _ , ,� , � 508 yiuyro4ioi 5 08 ROOF HATCH ' � "' ,f o � PRESURIZATION � � ISSUE/REVISION DATE NO , FAN OPENING I �;;` � I • � , '�� I � OWNER REVIEW 16APR08 — � 3 1 - � � � CONSTRUCTION DOCUMENTS 8AUG08 1 7 5 08 � � 5 08 19 ° TOWN OF VAIL UPDATE 5FEB09 � � ' - p" 1 ' - 11 " _ ` 201 ' - 10" 201 ' - 10" � °, � � _ ~ \\ �.,� DN i� � REVISIONS v � 1 ' - 0" I D _ � � D DESCRIPTION DATE NO Q I I I _ STAIRS n �' S4 � � 6 a I _ _ ' LEVEL 4 FINISH FLOOR 4 Zo UP � � 5 0 _ _ _ _ LEVEL 9 EL 9 I 138 - 9 6" �' 1 ' - 11 " � , 11 , " I J V - V 196 - 0 6 - 0 PRESURIZATION a, co 1 ' - 0" � � FAN OPENING _ ' I Q � � � `o I '� � � S4-2 _ � "� _ � C1 0 . � - . PRESURIZATION _ FAN OPENING I o � ' - 0" ' - 6 1 /2" 7' - 1 1 /2" � � � �.,� R O � I � : � 9T@11 " = 8' - 3" 4' - 5" � - � � 3 _ , � 5 08 � '� � _ � _ LOADI G DOCK MEZZANINE 1 'l � 8 '� 9 CONC ON METAL 130 - 1 PAN � - — � � ° STAIR 4 — LEVEL 2 � LEVEL 3 FINISH FLOOR- _ _ _ _ _ LEVEL 8 FINISH FLOOR � 8 , < , a a _ a `127' - 3"- � 1 /4�� _ � �-0�� 184 - 9 � _ 6,� " , - � "'T - " PRESURIZATION PRESURIZATION � `Y' - � M FAN OPENING _ _ , FAN OPENING � � � � � � � ► � „ 17 18 19 a W 1 /2 CONC ON METAL PAN o � 1 ' - 0" 12' - 7 7/8" 12' - 6 1 /8" ,� , - I � � Zh - 12T@11 " = 11 ' - 0" 4' - 5 508 . , ,. � � - � �" � LOADING DOCK CONC FILLED METAL . `-' CONr � ".r�-��o-o"ETy4L -,R � "� 120 4 PRESURIZATION PAN STAIRS W/ STEEL I 1 1 /2 CONC ON ' _ , � 9T@11 " = 8' - 3" 4' - 5" a, � PANSTAIRSW/ STEEL " ' - 11T 11 " = 10' - 1 " 4' - 5" � ' " " FAN OPENING I CHANNEL STRINGER, METAL PAN , TYP `� , � ' CHANNEL STRINGER ° � � - � o °° m i i ° � � - 1 /2" CONC ON � � • C° - " - ' - - METAL PAN , TYP � � � � _ C� � w � \ o PON C ON METAL � - ° 11 " 1 ' - 11 " = U - � N I _ � _ _ _ � _ LEVEL 7 FINISH FLOOR � 7 � 'r, DN i� � , J 173 - 3 3� _ �� — _ _ . LEVEL 2 FINISH FLOOR 2 D — — — — _ � Q � J PRESURIZATION a� 114' - 3" �� " � � TAIRS � oo - o `� � � � FAN OPENING � � � � � T � � � ' " � � � 1 1 /2" DIA PIPE � � S4 — � W � � HANDRAIL WELDED TO c i � � I d GUARD , TYP , PAINT _ �? �. _ 0 6 Z o � ,° � [a ' UP i� 5 0 Q r � �- � I u � , � PRESURIZATION � � I � 1 ' - 11 " 1 ' - 0" � � � CONC FILLED METAL � - ' FAN OPENING d � � O PAN STAIRS W/ STEEL ' � _ w � 2 O CHANNEL STRINGER ; . � � � � 9 T @ 11 " = 8' - 3" 4' - 5" o, � � •. � •_ ' M � oo � ' � 1 1 /2" DIA PIPE RAIL AT o 5 08 00 ° � TOP OF GUARD W 1 " ' o � � � � \ "�. � � DIA PIPE INFILL AND 1 ; � I _ 11 T @ 11 " = 10' - 1 " 4' - 5" � - � - � ' - 0" ' - 6 1 /2" 7' - 1 1 /2" Q � d 1 /2" BALISTRAD, TYP, - ao - � � � ` o PAINT ° � °�° R O I 1 1 /2" DIA METAL PIPE RAIL w - � \ � o r? � AT TOP OF GUARD W, 1 " DIA � O W � LEVEL 6 FINISH FLOOR 1 1 /2" DIA PIPE � - �''> ' 1 1 /2" DIA METAL PIPE PIPE INFILL AND 1 1 /2 � J � i� ifl 3 BALISTRAD TYP PAINT O ` 161 ' - 9" � � �6�� HANDRAIL ON BRACKETS � i� HANDRAIL ON BRACKETS ' ' O O ' �'% - " MOUNTED TO WALL , � � 5 08 MOUNTED TO WALL , � PRESURIZATION � °' TYP, PAINT ' C� � � TYP, PAINT � Q � 9 � � ^ U � FAN OPENING � ``' W C� v , � � I � CONC ON METAL � �� ^ � _ `�" � PAN LEVEL 1 LINEWORK � �I 1 1 /2�� DIA PIPE a — — — — — — _ _ �� oo� = 3��- STA I R 4 — L EV E L 1 W — � o.. HANDRAIL WELDED TO � P R E S U R I Z A T I O N 2 � � � GUARD , TYP, PAINT � ' � � FAN OPENING � 1 /4�� _ � �-O�� \ � � / � � 1 1 /2" DIA PIPE RAIL AT � � � � r TOPOFGUARDW1 " DIA , ' /9T@11 " = 8' - 3' 4' - 5" , , a, � � i� J PIPE INFILL AND 1 1 /2" . � � - y BALISTRAD, TYP, PAINT �, � ' `n ` , �n � � O � ih N � C'J 1 1 /2" DIA PIPE - _ w � a � 17 18 19 HANDRAIL ON BRACKETS � � � MOUNTEDTOWALL , � \ ° N 1 ' - 0" 4T@ 11 " = 3' - 8" 25' - 2" 1 ' - 0 ' TYP, PAINT ' . . LEVEL 5 FINISH FLOOR � � � � . \ L 5 : ' M , „ �� , „ , ., � ,� < 150 - 3 8 - 11 7/ 7 - 5 3/4 3 - 4 3/4 1 - 7 5/8 . � � �� - ., 0' - 0" � 1 T 11 " = 11 ' - 11 " 4' - 5' � � PRESURIZATION a� ° � � I PRESURIZATION I 1 ' - 5 5/8" R � I FAN OPENING � I � � � � o FAN OPENING � �� ` :;� . � � � For Reference Only � �� _ � � � _ ^ . . , w \ , a ,_ - . . . � . . . . • - - - - - - - - - - � - - � - - - - r - - - - - - = - � . I T " T � I T � � ' w � I I I I I I I I I I I I I � � � CONC ON METAL 84' - 8 1 /2" � • � A � o � i i i i � i i i f i i i i i i . ti = ' I `'' PAN - GARAGE LEVEL - FI ISH PLAN - OVERALL= EL � � pNi i i i i i i i i i i � � � ' p ' ' - � 86' - 6 1 /2"' /2" �,., i i i i i i i i i i i i i i v � :- ° i i i i i i i i i i i i i i � , � _ 9T 11 " - 8' - 3" 4' - 5" - �- � � D i i i i i i i i i i i i i i � D � � � , °, � � i i i i i i i i i i i i i i �,,� � � STAIRS � _ � _ � _ _� _ _ �_ _ ! _ ! _ _� _ _ ! _ ' _ ! _ _' — � i . ; ' cn °° m " � TOPOFMATSLAB ° Z 82� _ 0�� , ' �' � s4 - -- - - = -= -=y == == == ==y== =� � ' VERTICAL CIRCULATION \ \ � � / � _ J° _�' �_ � I - � � �w � � � � N — CO i i i i i �- 6 , � d � a � _ � �P � f � � � STAIR � , o � � � ' 0 5 � ��.�� D �Y _ _ _ � _ LEVEL 4 FINISH FLOOR � 4 _ — _ _ _ _ , MECH LEVEL 1 11 i i i i ' . � � I e '� 138 - 9 8, _ 6„ N so - � o I � � _ �� Q S�P 11 2009 � , „ � .�v - v � � � � � I �� - - - - - - - � � � �.��u�� a�� NOTE SIZE PRESSURIZATION FAN DUCT OPENING IN I I � - � ' � ` ' � CONCRETE PRECAST WALL TO BE 4" LARGER IN BOTH � IRECTIONS THAN THE MECHANICAL DUCT DIMENSION AS o � • OTED ON THE MECHANICAL PLANS LOCATE THE TO � 3' - 6 1 /2" 5' - 3 1 /2" � � PLOTTED 8/14/2009 10 15 39 AM I I I ND SIDE FOR THE OPENING PER ARCHITECTURAL + RAWINGS GENERAL CONTRACTOR TO COORDINATE � , _ � , R p CHK'D BY Maggie Fitzgerald, AIA THE ACTUAL GRILL SETTING WITH THE PRECAST CONTRACTOR O COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C ARCHITECTS SHEET NUMBER � 17 18 19 � STAIR 4 — SECTION — LEVEL 4 — LEVEL 8 STAIR 4 — SECTION — GARAGE — LEVEL 4 � STAIR 4 — GARAGE LEVEL . 7 1 /4" = 1 '-0" 6 1 /4" = 1 '-0" 1 /4" = 1 '-0" FINAL CD ISSUE - 8 AUG 08 D . P .A. PROJECT # 06232 . 00 i i i p i i i D 19 18 17 GENERAL NaTES ��; a � 1 3 � 2 � ROOF HATCH 5 08 5 08 7 1 ALL PIPING SHOULD BE RESILIENTLY ATTACHED TO � 508 50 5 0 BOTH PLASTIC AND IRON PIPE SEE PLUMBING SP C O 2 TO ISOLATE SOUND, EVERY ELEVATOR AND STAIR SHAFT "`"�' . # �": � �' � j � P LOCATED ADJACENT TO A RESIDENTIAL UNIT IS FURRED . ,, ., ; �� i . .+A .A. �' � � � � � V � �', 3 MECHAN CALUELECTRICAL, & PLUMBING CHASES WITH �� SOUND ISSUES NEED TO BE LINED _ _ ,,,� � _ 4 PENETRATIONS OF CRITICAL WALL AND FLOOR CEILING ASSEMBLIES BYSTRUCTURAL MEMBERS, DUCTS, PIPES , �, ` #� - CONDUIT, ETC ARETO BE SEALED WITH A RESILIENT, NON � � � �� L �� HARDENING CAULK 5 REFER TO VT SHEETS FOR FURTHER INFORMATION � REGARDING ELEVATORS 1 ' 6" 6 DGPOSED CONDUIT IS NOTALLOWED ALL W � RING AND CONCEALED AND FIRE-STOPPED TO MAINTAIN SCHEDULE WALL RATING OBTAIN STRUCTURAL ENGINEER APPROVAL PRIOR TO COOR DRILLING CONCRETE STRUCTURE 2301 BLAKE ST , STE #100 - DENVER, COLORADO 80205 _ _ LEVEL 9 _ = _ _ _ _ _ _ _ _ LEVEL 9 _ _ _ LEVEL 9 303 861 8555 F 303 861 3027 196' - 0" 196' - 0" - 196' - 0" 0225 MAIN STREET UNIT C101 � EDWARDS, COLORADO 81632 970 926 8960 F 970 926 8961 <<' � ' ,. � � � , � � � � � a � � � _ � � - . • ` LEVEL 8 FINISH FLOOR � LEVEL 8 FINISH FLOOR LEVEL 8 FINISH FLOOR _ — `184' - 9" _ — — _ — — — _ — — `184' - 9" — _ — `184' - 9" � � .,� - ., � .,-. - ., � .,-. - � � � R E ' 1936 MONTAUK HIGHWAY BRIDGEHAMPTON , NY 11932 . � � 631 537 3555 F 631 537 0558 i � � \ 210 Edwards Vdlage Blvd , Suite D-207, PO Box 878 � Edwards, CO 81632 � yiu a1� 4 � 5� I — — — — — — — — — — — — — — — — — _ — — — � _ ISSUE/REVISION DATE NO � � � OWNER REVIEW 16APR08 � � � LEVEL 7 FINISH FLOOR � LEVEL 7 FINISH FLOOR LEVEL 7 FINISH FLOOR CONSTRUCTION DOCUMENTS 8AUG08 — � — `173' _ 3" — , — — — — — — — — `173' _ 3" — — — — `173' - 3" TOWN OF VAIL UPDATE 5FE609 _ � - , REVISIONS � DESCRIPTION DATE NO r i � � ; � � � I \ � � _ � � � � � LEVEL 6 FINISH FLOOR � ' LEVEL 6 FINISH FLOOR - ' LEVEL 6 FINISH FLOOR — < a o — `161 ' - 9"- — — — — _ — — — — — `161 ' - 9" = a , — — `161 ' - 9" , ., � - � � � � - ., � ., � - ., i � � � � F � � � � . � � � � LEVEL 5 FINISH FLOOR � - LEVEL 5 FINISH FLOOR LEVEL 5 FINISH FLOOR ' — , — `150' - 3" � — — — — — — — — — , — `150' - 3" — — — ` 150' - 3" IJV - V � VV - V � VV - V f � � . , � - , _ _ - , , --, v . , � , � , � � - � = w � , � . � � ti � � — � W , . � c� 7 ` � , � � L _ ` � LEVEL 4 FINISH FLOOR � ' LEVEL 4 FINISH FLOOR � LEVEL 4 FINISH FLOOR Q � — � � — —138' - 9" _ — — — — — — — — — `138' - 9" _ _ — `138' - 9" � � � .,., - ., � .,., - � � ..., - ., � — � � � O O O Q � � Q � � � - \ � �' ' 1 L.L ` \ � W O �^ � � � � I..L � O O O LOADING DOCK MEZZANINE LOADI G DOCK MEZZANINE LOADING DOCK MEZZANINE � � n/ 130' - 1 " , 130' - 1 " 130' - 1 " � � LL _ � � � - � � J \ ` . , � VJ _ ` _ � LE L 3 FINISH FLOOR _ _ _ _ _ _ _ _ � =�LEVEL 3 FINISH FLOOR _ -, LEVEL 3 FINISH FLOOR � — , aa ! , — `127' - 3" — a a < a , — `127' - 3" — �-�-l- a aa — `127' - 3" � � ^ � � , - ., , � . - ., � � , - ., > �L � � . � . � _ � � � . . . . z . ... - --�- -- � O , - - - VJ - - -- - i _ - -,. _ _ � _ LOADING DOCK _ � _ _ _ LOADING DOCK _ • _ _ LOADING DOCK , 120' - 4" ` � 120' - 4" ` 120' - 4" , , � � � " _ � For Reference Only , , - , , , ` � LEVEL 2 FINISH FLOOR � LEVEL 2 FINISH FLOOR . . LEVEL 2 FINISH FLOOR — — � — `114' - 3" — — — — — — — — `114' - 3" — — — —114' - 3" � � T - ., , � T - .. � � � - .. - - �� VERTICAL CIRCULATION - STAIR 4 - - �� SEP 11 ,��g � , - . � . � � PLOTTED 8/14/2009 10 16 10 AM � � �' � _ \ . - CHK'D BY Maggie Fitzgerald, AIA � OO COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS SHEET NUMBER , , STAI R 4 SECTIO 2 STAI R 4 ECTION � STAI R 4 SECTI N . 3 1 /4" = 1 '-0" 1 /4" = 1 '-0" 1 /4 = 1 -0 FINAL CD ISSUE - 8 AUG 08 D . P A PROJECT # 06232 . 00 � I � 24 23 24 23 509 24 GENERAL NOTES 23 3 3 � 1 ' - 0" � �� - �� - �� 21 ' - 10" 1 ' - 0" 1 ALL PIPING SHOULD BE RESILIENTLYATTACHED TO 5 09 5 09 5 pg 21 - 10 STRUCTURE AT EVERY POINT OF CONTACT APPLY TO 1 - 0 MECH 7 _ 4 11 T@ 11 - 10 - 1 4 - 5 MECH BOTH PLASTIC AND IRON PIPE SEE PLUMBING SPEC � �, � �� _ � �� 9' - 2" 9T 11 " = 8' - 3" 4' - 5" 9' - 2" 9T@11 " = 8' - 3" 4' - 5" EXHAUST @ MECH DUCT EXHAUST 2 TO ISOLATE SOUND, EVERY ELEVATOR AND STAIR SHAFT � 0 3 3/4 ' 3' - 4 1 /2" EXHAUST � 0 3 3/ " � _ 4 � /2�� 3 3 4" � _ 4 � /2" DUCT LOCATED ADJACENT TO A RESIDENTIAL UNIT IS FURRED DUCT r� � in o MECH OUT ON THE UNIT SIDE SEE WALL TYPES M -� � R O � , - I R p MECH �.,� , I R O I 3 MECHANICAL, ELECTRICAL, & PLUMBING CHASES WITH � � U MECH � � EXHAUST _ � DUCTUST gpUND ISSU ES NEED TO BE LINED EXHAUST DUCT DIMS r' � 4 PENETRATIONS OF CRITICAL WALL AND FLOOR CEILING - DUCT DIMS - , DIMS ASSEMBLIES BY STRUCTURAL MEMBERS, DUCTS, PIPES, � , �^ ' - ,. CONDUIT, ETC ARE TO BE SEALED WITH A RESILIENT, NON � � ; � �'4 � � � �� . , . . . , . . . _ . , . • . . . = 2 ' . _ , . . _ = 1 ' - 0" 1 ' - 11 " _ � ? �i�I� _ HARDENING CAULK � , ; � �� L — _ - _ 5 REFER TO VT SHEETS FOR FURTHER INFORMATION 1 - 0 1 - 11 � L � REGARDING ELEVATORS 5 P7 DN � _ DN � � DN � � 6 IXPOSED CONDUIT IS NOT ALLOWED ALL WIRING AND � - Q ap Q Q WALL RATING OBTAIN STRUCTURAL ENGINEER M 13 0 I- c� � STAIRS � CONCEALED AND FIRE-STOPPED TO MAINTAIN SCHEDULE � � �, �, STAIR � � � � APPROVAL PRIOR TO COOR DRILLING CONCRETE � _ M � � _ °O STRUCTURE � �n � � $ �J � � ` ,° S5 � 2301 BLAKE ST , STE #100 ' °' o, � DENVER, COLORADO 80205 °' i� � � � . � � � � � � �, � � 303 861 8555 F 303 861 3027 � STAIRS � ° 8 8 °— � � � � P7 � � , � � 5 0 � � 0225 MAIN STREET UNIT C101 1 ' - 11 " - EDWARDS, COLORADO 81632 S5 � , _ �„ � � 50 50 _ 1 - 11 � � _ �„ , � 1 ' - 0" F� � �� _ _ � � � A 2 � g--� 2 �'' � ¢--f-f�f} ) 970 926 8960 F 970 926 8961 IVI � �� ~ �� 5 09 5 09 5 09 _ ' - � - _ � � ' - - " _ - " � - - _ _ o 'v o � , � � 4 �- � � ' - 4 1 /2" 5' - 5 3/4" � � � I ' - 4 1 /2" 5' - 5 3/4" I 9' - 2" 33 �� RO 509 33/ " R � 3 3 1 � 2 40 4 23 509 509 509 � 4 � ? 509 � 4 �' �� 5 09 5 09 � i STAI R 5 - LEVEL 7 STAI R 5 - LEVEL 4 - LEVEL 6 SI M I LAR STAI R 5 - LEVEL 3 6 ,� _ � ,_ ,. 5 1 /4" = 1 '-0" 4 1 /4" = 1 '-0" H 1 /4 0 , 1936 MONTAUK HIGHWAY BRIDGEHAMPTON , NY 11932 3 1 2(�, 631 537 3555 F 631 537 0558 _ � � 5 09 5 09 210 Edwards Village Bivd , Suite D-207 , PO Box 878 Edwards, CO 81632 � • - o•� 21 ' - 10" � , �., 9 i O 920 41 :� 1 9' - 2" 9T@11 " = 8' - 3" 4' _ 5" ISSUE/REVISION DATE NO _ o � � � i � \/ OWNER REVIEW 16APR08 �'? MECH EXHAUST � _ . - DUCT ABOVE\ CONSTRUCTION DOCUMENTS 8AUG08 � JOGS NORTH TOWN OF VAIL UPDATE 5FE609 L _ — � 1 ' - 0" _ 1 ' - 11 " _ ` _ F- 23 � ^ � � REVISIONS �f � , � � � � "' °' GATE DN � DESCRIPTION DATE NO � � � Q � ' � X c~n � � � 2i3 2i4 � N � o 5 0 v � _ UP ti � 23 24 n n _ — � M 1 ' - 11 " _1 ' - 0" _ � � IVI 2 �. � � LEVEL 4 FINISH FLOOR LEVEL 4 5 09 - �138' - 9" � , ,,., - ., 138' - 6" 3 3 �, a� _ � 5 09 5 09 � � � � 5 09 � � MECH EXHAUST � � 1 ' - 8„ � DUCT 9T@11 " = 8' - 3" 4' - 5" a $' - 3" MECH EXHAUST 23 � _ W DUCT WIDTH � o �• • � SLAB EDGE IN � �o LINE W/ SHAFT , ' . _ � � � LINER AND DUCT � 4 � , � , � - - - -, - - - - - } -- --� - I - � 5 09 � �,''��`� - - - - - �� - � ` �� '_ 1 1 /2" CONC ON METAL = _ � � � �-� � a �-� -- - . , � STAI R 5 LEVEL 2 � ( 1 � PAN , TYP � � � . \ ii � — � � _= t —� � • � \ \ 0 1 /4" = 1 '-0" _ _ � LEVEL 8 FINISH FLOOR � � � ° — a — ' � - -184' _ 9" _ LEVEL 3 FINISH FLOOR EVEL 3 � � � _ 127 - 3 127' - 0„ , a , � . - � 23 24 .............. s `� = 3 1 . � � � . � . ... ... . . � �� . , . . . � �' `'�.,� ' 5 09 5 09 to OPENING IN CONCRETE ' 1 1 /2" DIA PIPE HANDRAIL ' _ Y � 1 ' - 0" 4' - 7" 14 T@ 11 " = 12' - 10" 4' - 5" 1 ' - 0 ' WELDED TO GUARD , TYP, � PRECAST FOR AIR C� PRESURATION DUCT, " PAINT , : N bo 1 " 3' - 4 1 /2" CONC FILLED METAL PAN STAIRS CONFIRM DUCT SIZE n - W/ STEEL CHANNEL STRINGER, WITH MECH 1 1 /2" DIA PIPE RAIL AT TOP � Q �.,� � R 0 1 1 /2" CONC ON ENGINEERING SIZE OF GUARD W 1 " DIA PIPE METAL PAN , TYP OPENING 4 INCHES INFILL AND 1 1�LtSTKA , — — � LOADING DOCK - � 120' - 4" � LARGER IN HEIGHT AND % TYP, PAINT 10 T@ 11 " = 9' - 2' 4� _ 5�� - U WIDTH THAN DUCT SIZE ' . ; 1 ' - 11 " = J : , , _ GATE � L, — — ~ � 1 `� � ' - �" `� � � w � _ LEVEL 7 FINISH FLOOR E� 7 � DN d' Q \ � � � ,� 3' - 0" --� �3 = 3 � c� - STAIRS � J � W � w ° - - ' LEVEL 2 FINISH FLOOR � `;' S5 � � � - `114' - 3" LEVEL 2 � . . [n — — — — — n � � � - ., 114' - 0" � °' _ � Q � � ' � 7 M � � � a 1 1 /2" CONC ON r� 5 0 UP — _ � o � METAL PAN , TYP � 1 ' - 11 " 1 � _ O \ / I � � — � O O � �� 1 1 /2" CONC ON METAL � - —� � O Q � CONC FILLED METAL � � PAN , TYP _ PAN STAIRS W/ STEEL w _ 9T@11 " = 8' - 3" 4' - 5" - 509 � — Q �— CHANNEL STRINGER - ° - � CONC FILLED METAL PAN � MECH DUCT ABOVE � � STAIRS W/ STEEL CHANNEL , ., _ o � W O W � STRINGER 14 T 11 " = 12' - 10" ' 5 � o � d M � � - � 4' - 7" 1 1 /2" DIA METAL PIPE 1 1 /2" DIA METAL PIPE RAIL � � � w � � � HANDRAIL ON BRACKETS AT TOP OF GUARD W 1 " DIA 4 O O O 1 1 /2" DIA PIPE _ `j � - , ' oo MOUNTED TO WALL , PIPE INFILL AND 1 1 /2" � ' ` � HANDRAIL WELDED LEVEL 6 FINISH FLOOR �� TYP, PAINT BALISTRAD, TYP, PAINT 5 09 -rn ri i ��— = 16 � , _ �„ EL 6 1 1 /2 DIA PIPE HANDRAIL , � � U PAINT � .. � - � 1 - O GIV BFZAGKETB MGUIVTeb TG � ' � � a, WALL , TYP, PAINT � , w 24 � � � � � � c - � R - LEVEL 1 w J cn 1 1 /2 DIA PIPE RAIL AT ` � 2 S T A I ,� n � � TOP OF GUARD W 1 " - � ` � - 'I �4�� _ � �-O�� , DIA PIPE INFILL AND 1 w : � � . LEVEL 1 LINEWORK � � ' 1 /2 BALISTRAD, TYP, � ` ,° — — — `100' - 3" LEVEL 1 r � PAINT � � � � - � .,., - � 100 - 0 ' - � I � � � 1 1 /2" DIA PIPE " /� ' ` - 23 24. O HANDRAIL ON BRACKETS �� - � �� 9T 11 8 - 3 4 - 5 � MOUNTED TO WALL , - a, TYP, PAINT � ' � 1 ' - 0" , , 1 ' - 0" , in - � ii i, 21 - 10 � � 1 1 /2" CONC ON METAL a � 00 - PAN , TYP , €� o � (V M , ' ' � I I _ LEVEL 5 FINISH FLOOR EL 5 12 T@ 11 " = 11 ' - 0" 4' - 5" � � - ' � — �--150' - 3" � � IJV - V �, _ O" � 0 t' M For Reference n y � T � _ V / � � I I I I I I I I I I I I I I w T � � _ _ � � � �_ � � � � � � � � � � � � � L - � � L � � � � � � � � � � � � � � � � o _ � � � � � � � � � � � � � � � � � � "� ►� 9T@11 " = 8' - 3" 4' - 5" d _ � STAIRS i i i i i i i i i i i i i i i i , � w `° ' � S5 i i i i i i i i i i i i i i i i � � � ° � . �; M � � � � � � � � � � � � � � � � - -� � VERTICAL CIRCULATION � � � _ � � � � � � � � � � � � � � � � � � �_ 1= �=_I__ L= 1_ J==1__ L= 1_ �_=1_= L_ 1_ � � � STAI R 5 / BOWLING �' � � - r - T ]� � ' % GARAGE LEVEL - FINISH PLAN - OVERALL GE LEVEL � �, - — — $6' - 6 1 /2�� $6' - 6 1 /2�� , � � � � � �., � ALLEY KITCH EN � � _ _ �, , ° 5 ° , „ �P � � � �; � EXHAUST ;n � 1 11 � � i v � � M _ — — �— M ��D �Y " ` _ a d n < d a � � , I I I Cn : - �, � � - - - - - - - - - J SEP 1 _ LEVEL 4 FINISH FLOOR EL 4 � _ �. ZOO� ` a , a a � _ ._ : , • , - : : : — a a a a , • � , � _ . . . � , — — 138 - 9 , „ d ° a , a a a ° ° � a < a ��r��3�`� �Q�� „� - � 8 - 6 a , a a a a o MECH LEVEL ECH LEVEL - „ a a ° a a � a 80' - 10" 80' - 10" 0 3 3/4 I 3' - 4 1 /2" 2' - 8 3/4" I � R O PLOTTED 8/14/2009 10 16 48 AM � NOTE SIZE PRESSURIZATION FAN OPENING IN CONCRETE � PRECAST WALL TO BE 4" LARGER IN BOTH DIRECTIONS CHK'D BY Maggie Fitzgerald, AIA THAN THE MECHANICAL DUCT DIMENSION AS NOTED ON THE MECHANICAL PLANS LOCATE THE TOP AND SIDE FOR OO COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS THE OPENING PER ARCHITECTURAL DRAWINGS GENERAL CONTRACTOR TO COORDINATE THE ACTUAL GRILL SETTING 23 24 SHEET NUMBER � � WITH THE PRECAST CONTRACTOR � � STAIR 5 - SECTION - LEVEL 4 - LEVEL 7 STAIR 5 SECTION - GARAGE - LEVEL 4 STAIR 5 - GARAGE LEVEL . $ 1 /4" = 1 '-0" 7 1 /4" = 1 '-0" � 1 /4" = 1 '-0" FINAL CD ISSUE - 8 AUG 08 D . P A PROJECT # 06232 00 I Y Y � � � �� . GENERAL NaTES , _ , � ----�, --� � 2 $ 2 1 ALL PIPING SHOULD BE RESILIENTLYATTACHED TO � 2 8 2 SHEET METAL j � �I I STRUCTURE AT EVERY POINT OF CONTACT APPLY TO 5 09 5 0 09 � GREASE EXHAUST 5 0 5 0 5 09 BOTH PLASTIC AND IRON PIPE SEE PLUMBING SPEC 3" SANDSTONE CAP � EXHAUST FAN '� ] FAN BEYOND 2 TO ISOLATE SOUND, EV R O A R S AFT I LOCATED ADJACENT TO A RESIDENTIAL UNIT IS FURRED OUT ON THE UNIT SIDE SEE WALL TYPES 3 MECHANICAL, ELECTRICAL, & PLUMBING CHASES WITH I CONC COMPOSITE SLAB - � r ` � SOUND ISSUES NEED TO BE LINED _� � 4 PENETRATIONS OF CRITICAL WALLAND FLOOR CEILING 197' - 1 " ROOF CRICKET � LEVEL 9 c- _ LEVLEVEL 9 ASSEMBLIES BY STRUCTURAL MEMBERS, DUCTS, PIPES , �, ' TOP OF STUD ' I 196' - 0" MECHANICAL ''�, / _ `� � � �� I LLEVEL 9 , ^ `- 196' 196' - 0" CONDUIT, ETC ARE TO BE SEALED WITH A RESILIENT, NON � � ACCESS HATCH HARDENING CAULK �e� ��G �` 1196' - 0" � � � �''� 5 REFER TO VT SHEETS FOR FURTHER INFORMATION WITH HEAT TUBES � � ` � J 2 i� REGARDING ELEVATORS ROOF DRAIN I �: 5-�9 5 � � 4 � 3 3 � 6 DCPOSED CONDUIT IS NOT ALLOWED ALL WIRING AND CONCEALED AND FIRE-STOPPED TO MAINTAIN SCHEDULE I 5 09 5 09 " ° � WALL RATING OBTAIN STRUCTURAL ENGINEER 193' - 2" I ` ` . ,�T :�";�''� 5 09 5 09 � � �;:<>:> � APPROVAL PRIOR TO COOR DRILLING CONCRETE TOP OF SLAB 'l _ _ ` ` �_� _T_ \, ;\„s>� - . , � - \\\\� , STRUCTURE � i - i l .: �. �>" � 2301 BLAKE ST , STE #100 8� - �� I �`B - —� � �- <� °"�\ "°"' 190 - 0 5/8 ,. 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ABOVE 4 � CONDUIT, ETC ARE TO BE SEALED WITH A RE5ILIENT, NON � � J'-�1 �� 1 L ��.7 5 10 STAIRS _ HARDENING CAULK ' S REFER TO VT SHEETS FOR FURTHER INFORMATION � � � S6 � REGARDING ELEVATORS — J � ° 6 EXPOSED CONDUIT IS NOTALLOWED ALL WIRINGAND � � CONCEALED AND FIRE-STOPPED TO MAINTAIN SCHEDULE o N c'�� i� WALL RATING OBTAIN STRUCTURAL ENGINEER � � APPROVAL PRIOR TO COOR DRILLING CONCRETE � 00 - STRUCTURE _ � 2301 BLAKE ST , STE #100 DENVER, COLORADO 80205 � DN ~ � 303 861 8555 F 303 861 3027 � � UP � � �- `,� 0225 MAIN STREET UNIT C101 � i� EDWARDS , COLORADO 81632 ' � `V � 970 926 8960 F 970 926 8961 ' rn � u :- r- � _ o � � � o � T � - [� CV � � � - I N _ � T S T - - - - - - T T - � N � - T `x, � ("V CV � � . . � M � � 4' - 2" 1 ' - 1 4' - 2" M 4 TAIR WIDTH STAIR WIDTH 510 � � 4' - 5" � 4 STAIR IDTH STAIR WIDTH 1936 MONTAUK HIGHWAY 7 3/8" 8' - 6 1 /8" BRIDGEHAMPTON , NY 11932 631 537 3555 F 631 537 0558 �i ,`l;")� ' y4 �!� � � �.�= 210 Edwards Vdlage Bivd , Suite D-207 , PO Box 878 s�" - ,` =' , . �.: Edwards, CO 81632 , : yiu a�e 4 i5� ....� �s° STAI R 6 - LEVEL 6 STAI - LEVEL 3 ISSUE/REVISION DATE No 6 1 /4" = 1 '-0" 3 1 /4" = 1 '-0" OWNER REVIEW 16APR08 CONSTRUCTION DOCUMENTS 8AUG08 LEVEL 6 FINISH FLOOR — —` 161 ' - 9" LEVEL 6 TOWN OF VAIL UPDATE 5FEB09 � � ., � _ - .. 161 ' - 6" 4 3 7 4, 7 � 510 51 51 REVISIONS � -� � `�' 9, - 2„ DESCRIPTION DATE NO � 16' - 11 1 /2" � a 6 1 /2" 3' - 4 3/4" 5 1 /2" W 3' - 4 3/4" � R � � RO `° C' — — ~ S lJ � — - -- � � �, � �7 154 - 91 /2 4' - 2" 9T@ 11 " = 8' - 3" � �' �� 3 /8" in I 1 '� � ° 4 GYP BOARD CEILING a 5 10 � 1 1 /2" CONC ON V I STAIRS o ON METAL STUD o o METAL PAN , TYP I� I S6 FRAMING _ _ � _ _ LEVEL 5 FINISH FLOOR LEVEL 5 I UP N I II � � 150 - 3 150' - 0" � `� � � � „� - ., - � � CV � M °' r" DN UP � � � � CONC FILLED METAL ° � PAN STAIRS W/ STEEL � � � CHANNEL STRINGER, � 1 1 /2" DIA PIPE HANDRAIL �N M M o ANCHORED TO WALL, TYP, ' � � � � PAINT � o `-' � "? ; ' 1 1 /2" DIA METAL PIPE � � � HANDRAIL ON BRACKETS � � � � MOUNTED TO WALL , 4' - 51 /4" 9T@ 11 " = 8' - 3" � � � � � TYP, PAINT � � � � r' 1 1 /2" DIA METAL PIPE RAIL 1 /2" CONC ON METAL °' AT TOP OF GUARD W 1 " DIA . — � PAN , RE STRUCT PIPE INFILL AND 1 1 /2" I o I BALISTRAD, TYP, PAINT LEVEL 4 FINISH FLOOR - `� ' " `138' - 9" LEVEL 4 _ N � � � bo 138 - 6 �� ~J CONC FILLED METAL � JV� v ' " T _ – � _ � – T 1 I 1 _ M — — M T PAN STAIRS W/ STEEL � � N 'n iv �� cV M � CHANNEL STRINGER, � �' ' � r � ' 1O � II � I � M � I � M � � � � M M 1 1 /2" CONC ON w 0 METAL PAN , TYP � r' `° 3 1 /2" 4' - 5" �./ � I I J � � � STAIR WIDTH STAIR WIDTH � � 4' - 5 1 /4" 9 T@ 11 " = 8' - 3" [n STAIR WIDTH STAIR WIDTH 7 3/8" 8' - 6 1 /8" w u ^ � 7 3/8" 8' - 6 1 /8" \ � � 1 1 /2" DIA PIPE RAIL AT w ^ �I / � w TOP OF GUARD W 1 " DIA ° `f "f � (� � PIPE INFILL AND 1 1 /2" 2 BALISTRAD, nP, PAINT LEVEL3 STAI R 6 - LEVEL 5 STAI R 6 - LEVEL 2 � o � 127 - 0 � A 3 5 6 �, �. 5 1 /4" = 1 '-0" 2 1 /4" = 1 '-0" � O O , 7' - 6 5/8" `i ,° O 1 1 /2" DIA PIPE � � Q � � HANDRAIL ON BRACKETS d _ 3 7 � � MOUNTED TO WALL , � o � �/ TYP, PAINT r- � 5 10 5 1 � I.J.� r � � O W 9� _ 2�� 5 1 LOADING DOCK - � � � — — — @ — — — 120' - 4" 9 1 /8" � �� r��i 9' - 2" O O O 4' - 5" 11 T 11 " = 10' - 1 " 3 - 43/4 _ � � � RD � � � U � � _ � _ _ _ __ � � � � � � o � � � _ - M � � � N W – � _ Cn 4 � o STAI RS � _ � Q � � � S6 � M d- � � _ LEVEL 2 FINISH FLOOR LEVEL 2 5 10 TAIRS � � � 0 ` 114' - 3" a e , , t - ., 114' - 0" S6 � � � . 1 1 /2" DIA PIPE � ° ° � I HANDRAIL WELDED TO =, � I � � O GUARD , TYP, PAINT " "' � � v _ � rn r. N I - - - - - - - - � , UP � �rr �- � � `- r - - - - - - - - - � i � � � = i ii = � � °° � - - - - - - - - � � ° � � D UP r� � — — � I " . , � � i _ ii ti o - `_ � _ - � ' � � i� i � i � ao i - - - - � � � - �� - - - - - - - - a � , For Reference Only � � � - - - -, o � I � � - - - - - - - - � � - - - - - - - a ' � � � I � � I I � � � u H � - - - � i i � - - � � rn � � � � � � - - - - 11 T@ 11 " = 10' - 1 " 6' - 03/4" a i - ii iF _ _ _ _ _ _ � W �- - - - - - - - � i I _ � - - - - - - - - L - - - - - - - - � LEVEL 1 LINEWORK � � � � � - - , - - : - �, 00, _ 3„ LEVEL1, T�— - � ; _ T T - � - - � i - T VERTICAL CIRCULATION a a , A , .,., ., 100� � •- I I �' M `� I I - - — — -- -- -- — - M � � M I I ( � g p � p - - - - - - - -- - - - - I �(� -- -- i'� I I � b^� 6.. �!' � � C! iJ' �� L - - - - - - — - - - - - - J 4, _ „ 3 1 /2" 4, _ 5„ SEP 11 Z009 � STAIR WIDTH STAIR WIDTH �� @�� 7 3/ " 8' - 6 1 /8" 4' - 5" 3 I /2" 4, _ 2 ��8„ PLOTTED 8/14/2009 10 18 18 AM STAIR WIDTH STAIR WIDTH CHK'D BY Maggie Fitzgerald , AIA 4 8� - 6 � �8�� OO COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C ARCHITECTS 7 3/8" ^ SHEET NUMBER �t � STAI R 6 - SECTI � N STAI R 6 - LEVEL 4 � STAI R 6 - LEVEL 1 . 7 1 /4" = 1 '-0" ( 1 / A5 . 10 ) 4 1 /4" = 1 '-0" 1 /4" = 1 '-0" FINAL CD ISSUE - 8 AUG 08 D P A PROJECT # 06232 00 I GENERAL N � TES 1 ALL PIPING SHOULD BE RESILIENTLYATTACHED TO � STRUCTURE AT EVERY POINT OF CONTACT APPLY TO ; BOTH PLASTIC AND IRON PIPE SEE PLUMBING SPEC E' 2 TO ISOLATE SOUND, EVERY ELEVATOR AND STAIR SHAFT LOCATED ADJACENT TO A RESIDENTIAL UNIT IS FURRED OUT ON THE UNIT SIDE SEE WALL TYPES 3 MECHANICAL, ELECTRICAL, & PLUMBING CHASES WITH � SOUND ISSUES NEED TO BE LINED 4 PENETRATIONS OF CRITICAL WALLAND FLOOR CEILING ASSEMBLIES BY STRUCTURAL MEMBERS, DUCTS, PIPES , � J�, " CONDUIT, ETG ARE TO BE SEALED WITH A RESILIENT, NON � � �"'�1 �� HARDENING CAULK 5 REFER TO VT SHEETS FOR FURTHER INFORMATION REGARDING ELEVATORS 6 EXPOSED CONDUIT IS NOTALLOWED ALL WIRINGAND CONCEALED AND FIRE-STOPPED TO MAINTAIN SCHEDULE WALL RATING OBTAIN STRUCTURAL ENGINEER APPROVAL PRIOR TO COOR DRILLING CONCRETE STRUCTURE 2301 BLAKE ST , STE #100 DENVER, COLORADO 80205 303 861 8555 F 303 861 3027 0225 MAIN STREET UNIT C101 EDWARDS, COLORADO 81632 970 926 8960 F 970 926 8961 � A a 1936 MONTAUK HIGHWAY BRIDGEHAMPTON , NY 11932 631 537 3555 F 631 537 0558 210 Edwards Vdlage Blvd , Suite D-207 , PO Box 878 Edwards, CO 81632 s:o s�c -� � �� ISSUE/REVISION DATE NO OWNER REVIEW 16APR08 CONSTRUCTION DOCUMENTS 8AUG08 3 TOWN OF VAIL UPDATE 5FEB09 5 10 REVISIONS DESCRIPTION DATE NO 3 7 4 4 510 51 510 STANDING SEAM METAL ROOF CRICKET SANDSTONE CHIMNEY COVER SANDSTONE CAP, RE Al2 30 ROOF TOP MECHANICAL S � INTAKE DOME, RE MECH � ' — -{ — — �' ) SANDSTONE CAP, RE Al2 30 �' � i � ` ' � S � � �" � � � ' � � �` LEVEL8 FINISH FLOOR - - - � � — — — — — — `184' - 9" COLUMN , RE Al2 30 _ _ " ' �� _'� " ' ' ' ' � '' _ LEVEL 8 FINISH FLOOR o ° � 4 — -184' - 9" ' 5 10 COLUMN , RE Al2 30 � vT v � � �� - � � � �\ / � RE Al2 30NEY COVER, ROOF TO N� ANICAL ZINC CHIMNEY COVER, RE Al2 30 � = � \ / � FAN UNIT BELOW MECH 181 ' - 6" c' — � — � 12 3 " �' `' `- COLUMN BELOW EXTERIOR WALL TYPE W3-B 6, _ �„ -- ROOF CRICKET ZINC ROOF .� EXTERIOR WALL TYPE W3-B ROOF TYPE R1 METAL GRATE WITH 3' - 6" 3' - 6" SUPPORT BRACKETS METAL GRATE WITH 1 ' - 8 3/ " 5' - 3 5/8" LEVEL 7 FINISH FLOOR `� SUPPORT BRACKETS 173 3 4� LEVEL 7 FINISH FLOOR �� - � - - ` � �� FAN � UNIT � , � - � _ - — — — �� — — — -173' - 3" � , ., - ., �� . ROOF TYPE R1 � aF � �' S � {�jy \ � \ \ ('7 \ � \ � - O / � / � / J , � W � � / LEVEL 6 FINISH FLOOR > � � — ` 161 ' - 9" LEVEL 6 FINISH FLOOR ° � � � - � _ — — — — a — — -161 � _ 9�� STAIR 6 - CHIMNEY TOP PLAN � � W � ., � - .. � f r - -- I 2 1 /4" = 1 '-0" ( 1 / A2 37 ) � � � Cn � 0 p - O , � o o �- , Q �- , � Q � , ' J wp w � � � � . 43 0 0 0 \ � 510 � \ � I FvFI � FINISH F! (� ZINC CHIMNEY COVER ABOVE " ' � � _ — � � _ �� _ _ _ _ _ LtVtL b rINIJti t' LVVK � .� � 150 3 — -150' - 3" IJV ' V — — — — - � �� - � 1 ' - 2 3!8" 4' - 9 5/8" OPENING IN METAL GRATE PER 1 � 1 � # MECHANICAL LL� � � ' FAN UNIT ABOVE � � � � r — - - - — � Q S � S J - , i i p , , � i i � i 4 C� , ' o � � � � 510 � I � � � I � � I 4'-0"x4'-0" METAL GRATE WITH � � � • I I METAL BRACKET SUPPORT AT � \ � _ _ J 2 WALLS � LEVEL 4 FINISH FLOOR � — ` 138' - 9" _ _ _ _ _ LEVEL 4 FINISH FLOOR EXTERIOR WALL TYPE W3-B For Reference Only IJV - V — — — — — -138' - 9„ _ a � �., - ., � NO � E Al2 30 FOR TYPICAL CHIMNEY DETAILS STAI R 6 M ECHAN ICAL LOFT �� '�'�D ��( SEP 11 2009 ��I� C6�� PLOTTED 8/14/2009 10 36 52 AM CHK'D BY Maggie Fitzgerald , AIA OO COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS STAIR 6 - SECTION 2 STAIR 6 - SECTION 1 STAIR 6 - LEVEL 7 MECH LOFT PLAN ABOVE ROOF SHEETNUMBER • 4 1 /4" = 1 '-0" ( 4 / A5 10 ) 3 1 /4" = 1 '-0" ( 3 / A5 . 10 ) � 1 /4" = 1 '-0" . ■ FINAL CD ISSUE - 8 AUG 08 D . P A PROJECT # 06232 00 UNIT LOBBY, RESTAURANT UNIT UNIT, CORRIDOR ' I _ _ ' e _ _ _ e / ' ' ~ t_ ' ' • n p ' • _ ' s '• . -. . ' . ' ` i « ' s ^ _ ��`��` (\��`�� . . - . ' � i t _ . . r �" ,• _ � - � � _ ' � ! ' . Y y aK _ � _ - _ _ . _ _ ^ _ ' ♦ _ _ _ _ ♦ � n � � ) t J . , J ! 1 1 - F r a - � J • �' � _ _ v + i _ � � � - 1 � _ , r -1 � J d � �d a O d _ y _ _ Q d � d � O d c " � _ ' a d a a d d 9 i _ " _ _ _ _ Q � p � e � d O a Q d O Q O Q 4 Q O d BATHROOM UNIT, RETAIL y " - � r -' " , , , , ' _ - r . " _ _ , a ° ° a ° '�q ° �° � a , ' , � � . ° � � ° ° aa a aa a ° g METALSTUDSAT16" OC � � ' A� �� t t� MECHANICAL SHAFT ` d � � ° � ° 1 LAYER OF 5/8" GYPSUM WALL BOARD STAIR, ELEVATOR NON- RATED - METAL STUDS AT 16" O C P26 10" METAL STUDS UNIT 1 LAYER OF 5/8" FIBERGLASS-MAT TILE BACKER 2301 BLAKE ST , STE #100 TILE P23 1 5/8" METAL STUDS DENVER, COLORADO 80205 1 LAYER OF 5/8" GYPSUM WALL BOARD 1 LAYER OF 5/8" GYPSUM WALL BOARD 303 861 8555 F 303 861 3027 NON- RATED 2 LAYERS OF 5/8" TYPE 'X' GYPSUM WALL BOARD 2- 1 /2" METAL STUDS AT 16" O C WITH BATT INSULATION 2- 1 /2" METAL STUDS AT 16" O C WITH BATT INSULATION 1 LAYER OF TYPE "X" 5/8" GYPSUM WALL BOARD METAL MESH 1 " AIR SPACE 1 " AIR SPACE Pz � 2 1 /2" METAL STUDS 2 1 /2" METAL STUDS AT 16" O C WITH BATT INSULATION METAL STUDS 16" O C 2 LAYERS OF 5/8" TYPE 'X' GYPSUM WALL BOARD 8" PRECAST CONCRETE PANEL 0225 MAIN STREET UNIT C101 @ EDWARDS, COLORADO 81632 12" STRUCTURAL STEEL TRUSS WITH SPRAY APPLIED FIRE PROOFING - 1 HR 3 1 /4" SPRAYED APPLIED FIRE RESISTIVE MATERIALS IN STUD CAVITIES 4" C-H STUDS AT 24" O C WITH BATT INSULATION 970 926 8960 F 970 926 8961 2 1 /2" METAL STUDS AT 16" O C WITH BATT INSULATION 2 LAYERS OF 5/8" TYPE 'X' GYPSUM WALL BOARD 1 LAYER OF 1 " TYPE 'X' GYPSUM LINER PANELS 2 HR RATED SHAFT ENCLOSURE P $ 6" METAL STUDS 1 LAYER OF TYPE "X" 5/8" GYPSUM WALL BOARD P32 10" METAL STUDS � 35 6" METAL STUDS (TABLE 720 1 (2) - 2003 IBC) 3 HR RATED 2 HR RATED SHAFT ENCLOSURE 1 HR RATED UL DESIGN NO U475 UL DESIGN NO U497 STC 65 UL DESIGN NO U493 6" METAL STUDS WITH BATT INSULATION P4.o 1 5/8" METAL STUDS � 38 3 5/8" METAL STUDS STC 60 P293 5/8" METAL STUDS 16" O C � 7 3 5/8" METAL STUDS P43 P39 2 1 /2" METAL STUDS P29A P 1 9 P 13 P7� 3 5/8" METAL STUDS WITH BATf INSULATION I�, 6" METAL STUDS 16" O C I i� UNIT UNIT GARAGE, LOADING DOCK R N E I � CORRIDOR - ° ° a a � ° a o ° o - - - - - ° < a a a - - aa e a °d a � a a a a a d a a o a _ , � � - a � d ° a � ° a e � d Q ° . _ _ , e _ . e s - . � � _ ' _ _ _ _ d o a ° � ' ' _ ' _ ' a n a a d � a e ° a ° e d o � BATHROOM � � ° � a �d ° ° ° a a � 1936 MONTAUK HIGHWAY LOBBY _ _ _ • _ _ � _ , . _ ,_ � - BRIDGEHAMPTON , NY 11932 ` 631 537 3555 F 631 537 0558 ' ' STAIR 210 Edwards Vdlage Blvd , Suite D-207 , PO Box 878 I INIT FI Ff_TRlr�l (:I nSFT EdWBfdS, CO 81632 � �� i � �i �i �i �� y - i � � T � 4 THEATER, FITNESS, BOWLING ALLEY ISSUE/REVISION DATE NO 1 LAYER OF 5/8" GYPSUM WALL BOARD 1 LAYER OF 5/8" GYPSUM WALL BOARD 1 LAYER OF 5/8" GYPSUM WALL BOARD 1 LAYER CONT AURALEX SHEETBLOK SOUND INSULATION BARRIER METAL STUDS AT 16" O C WITH BATT INSULATION METAL STUDS AT 16" O C WITH BATT INSULATION OWNER REVIEW 16APR08 1 LAYER OF 5/8" GYPSUM WALL BOARD 1 LAYER OF 5/8" FIBERGLASS-MAT TILE BACKER 1 LAYER OF 5/8" GYPSUM WALL BOARD 3 5/8" METAL STUDS AT 16" O C WITH BATT INSULATION TILE CONSTRUCTION DOCUMENTS 8AUG08 1 LAYER OF 5/8" GYPSUM WALL BOARD „ , , „ 8" PRECAST PANEL NON- RATED TOWN OF VAIL UPDATE 5FEB09 NON- RATED 2 LAYERS OF 5/8 TYPE X GYPSUM WALL BOARD 1 LAYER OF 5/8 GYPSUM WALL BOARD 1 " AIR SPACE 1 HR RATED 2- 1 /2" METAL STUDS STAGGERED AT 16" O C WITH BATT INSULATION 2-1 /2" METAL STUDS AT 16" O C WITH BATT INSULATION 6" METAL STUDS @ 16" O C WITH SOUND ATTENUATION BATT INSULATION UL DESIGN NO U465 2 3/4" AIR SPACE 1 " AIR SPACE 2 LAYERS OF 5/8" TYPE 'X' GYPSUM WALL BOARD REVISIONS 2- 1 /2" METAL STUDS AT 16" O C WITH BATT INSULATION 2 LAYERS OF 5/8" TYPE 'X' GYPSUM WALL BOARD DESCRIPTION DATE NO 2 LAYERS OF 5/8" TYPE 'X' GYPSUM WALL BOARD 4" C-H STUDS AT 24" O C WITH BATT INSULATION 3 HR RATED � 3O 10" METAL STUDS 1 LAYER OF 1 " TYPE 'X' GYPSUM LINER PANELS (TABLE 720 1 (2) - 2003 IBC) P24, 10" METAL STUDS �4A 3 5/8" METAL STUDS EXTENDED ASI 2-UL UPDATING 21AUG08 1 2 HR RATED 1 LAYER OF 5/8" GYPSUM WALL BOARD TO BOTTOM UL DESIGN NO U493 STC 65 OF DECK ASI 12-WALL CHANGE AT GRIDS 27APR09 2 2 HR RATED SHAFT ENCLOSURE B + 20 P336" METAL STUDS STC 60 UL DESIGN NO U497 � 6 6" METAL STUDS ASI 16-INTER WALL 010CT08 3 STC 60 ASSEMBLIES CCD 053 - DL ADAMS REPORT 170CT08 4 P�2 � 36 3 5/8" METAL STUDS � 28 � 1 $ � 1 2 ��„ 3 5/8" METAL STUDS RFI 541 21 OCT08 5 AS1043 14APR09 6 CCD 137 24JUL09 7 BATHROOM THEATER CORRIDOR, RETAIL, STORAGE � ,-; � - - - - - �- - - - ° - - ' � , , - a a a .a ° ° �� e a a d a d a � •r o 4 7 � - ) - d � p � _ Q a d � � BATHROOM ELEVATOR, MACHINE ROOM, STORAGE, RETAIL OR 8" CONC WALL BELOW STARTING @ MAT SLAB ENDING 30" ABOVE F F 8" CONCRETE MASONRY UNIT GROUTED SOLID 2 LAYERS OF 5/8" TYPE 'X' GYPSUM WALL BOARD P17A 2 HR RATED SHAFT ENCLOSURE METAL STUDS AT 16" O C WITH BATT INSULATION UL DESIGN NO U905 TILE 2 LAYERS OF 5/8" TYPE 'X' GYPSUM WALL BOARD 1 LAYER OF 5/8" FIBERGLASS-MAT TILE BACKER 2 HR RATED STC 55 > METAL STUDS AT 16" O C WITH BATT INSULATION ' 1 LAYER OF 5/8" FIBERGLASS-MAT TILE BACKER UL DESIGN NO U411 . TILE STC 52-54 , � � ° d° ° HALL a a a a NON- RATED a � a ° a ° , � � r 3 LAYERS 5/8 TYPE X' SPRAY APPLIED FIRE , a < 3 LAYERS OF 5/8 TYPE X GYPSUM WALL BOARD 1 LAYER OF 5/8 TYPE X' GYPSUM WALL BOARD GYPSUM WALL BOARD RESISTIVE MATERIAL 6" METAL STUDS STAGGERED AT 16" O C WITH SOUND INSULATION METAL STUDS AT 16" O C WITH BATT INSULATION 1 5/8" METAL STUDS THICKNESS AS REQUIRED PER 2 1 /4" AIR SPACE . 1 LAYER OF 5/8" TYPE 'X' GYPSUM WALL BOARD �=' UL X795 P25 6" METAL STUDS 16" O C Vt�ITH SOUND ATTENUATION BATT INSULATION UL DESIGN NO X772,Y715 3 5/8" METAL STUDS CONCRETE MASONRY UNIT FULLY GROUTED TO 48" ABOVE AFF 3 LAYERS OF 5/8" TYPE 'X' GYPSUM WALL BOARD 1 HR RATED UL DESIGN NO X772 ,Y715 ABOVE 48" AFF , GROUT CELLS @ 48" O C UL DESIGN NO U465 P31 10" METAL STUDS 2 HR RATED SHAFT ENCLOSURE 2 HR RATED C � C3A UL DESIGN NO U905 UL DESIGN NO U493 STC 46 P346" METAL STUDS P25A 6" METAL STUDS STC 55 STC 65 P5 6" METAL STUDS � � 3 H R CO L U M N P37 3 5/8" METAL STUDS P25B 8" METAL STUDS P 17 $�� CONCRETE P 1 7 B 6" CONCRETE P 11 p3 3 5/8" METAL STUDS J MASONRY UNIT MASONRY UNIT 1 � 1 LLI � A i � � TRASH ROOM, ELECTRICAL CLOSET, LOADING DOCK � � � GARAGE, LOADING DOCK CORRIDOR THEATER z d e Q � d � 1 � � � � a a o ° a a ed d a < c a 9 a °a a d d a a y _ s - - - ' - ° d ° ° d o ° d 4 e ° d � � ' ' ' r � a od °d � a ° a � a ° a a d a ° ad a a ° ° aa a d � O � ° d a a ° a a ° ° a a a d ° a ° O , ° ea a a d a ' ' _ _ _ • ' ' " _ - �_« - . ,r . � Y � � r _, d � da de � o — \ a o d d a d a a � a d ' ' ' _ _ ' ' ° a � tl nd a � e - _ j d � a � a ° d ° d a � a _ _ - � � / � � d ° O � ° a d�� ° °a O d a „ . � . . n — _ — _ — � � � _ _ _ _ _ � — — � � � � � � � Q � a a a a � ° ° � STAIR ° � � OR ' `_ _ " ' UNIT, COORIDOR � , - . , , , • „ . , - = . �, - 2 LAYERS OF 5/8" TYPE 'X' GYPSUM WALL BOARD J � O W CONCRETE WALL 1 /2" RESILIENT CHANNEL � � � � 3-5/8" METAL STUDS AT 16" O C WITH BATT INSULATION O O O 3 LAYERS OF 5/8" TYPE 'X' GYPSUM WALL BOARD 4 HR RATED � � � (TABLE 720 1 (2) - 2003 IBC) - 7 1 AYFRS (1F F/R" TYPF 'X' C�YPSI IM WAI I R(�ARI� � l l l 3 HR RATED �> J INTERIOR, EXTERIOR 4" C-H STUDS AT 24" O C WITH BATT INSULATION STC 60 UL DE51GN NU U455 � � 1 LAYER OF 1 " TYPE 'X' GYPSUM LINER PANELS STC 57 J 1 LAYER OF 5/8" GYPSUM WALL BOARD W — � - - . , . . . - . . _ . . , _ 2 LAYERS 5/8" TYPE 'X' GYPSUM SPRAY APPLIED FIRE RESISTIVE g�� MINIMUM PRECAST CONCRETE PANELS OR 8" CMU 2 HR RATED SHAFT ENCLOSURE ` r � 1v5/8L ME�TAL STUDS REQURRED PER UL X795 S THEATER � � ` WEATHER RESISTANT BARRIER UL DESIGN NO U438 P 16C 6" CONCRETE WALL � ASPHALT FELT � a UL DESIGN NO X772,Y715 UL DESIGN NO X772 ,Y715 DRAIN BOARD STC 60 3 LAYERS OF 5/8" TYPE 'X' GYPSUM WALL BOARD 2 LAYERS OF 5/8" TYPE 'X' GYPSUM WALL BOARD � 2" GROUT p � 6B 4" CONCRETE WALL 6" METAL STUDS STAGGERED AT 16" O C WITH SOUND INSULATION 1 /2" RESILIENT CHANNEL O ` RUBBLE STONE MASONRY (RE ELEVATION ) LARGE MODULE STONE VENEER NOT 4 HR RATED 8 1 /4" AIR SPACE 3-5/8" METAL STUDS AT 16" O C WITH BATT INSULATION C � C �A 6" METAL STUDS 16" O C WITH SOUND ATTENUATION BATT INSULATION 2 LAYERS OF 5/8" TYPE 'X' GYPSUM WALL BOARD � 3 HR RATED P 15A 14" CONCRETE WALL „ 3 LAYERS OF 5/8" TYPE 'X' GYPSUM WALL BOARD (TABLE 720 1 (2) - 2003 IBC) P 16A $ CONCRETE WALL 2 HR RATED 2 HR RATED UL DESIGN NO U454 STC 65 UL DESIGN NO U493 STC 55 2 H R C O L U M N P44 P22 � - P 15 12�� CONCRETE WALL P 16 $�� CONCRETE WALL P 10 P2 � � UNIT, RETAIL, RESTAURANT, CORRIDOR For Reference Only — — — — — — — — — — — — — — — — — — — — — — — UNIT CORRIDOR TRASH ROOM - Y � �• t , , " � — — — — — — — — — — — — — — — — — — — — — — — � - - , - - - - . - • , - � ! 4 r � 11 < 1 ♦ j 4 -, � _ _ _ _ _ , 1 OR MECHANICAL SHAFT � � � - - fi - - � � � � ' � UNIT, RETAIL, SPORTS BAR, ELECTRICAL CLOSET 2 LAYERS OF 5/8" TYPE 'X' GYPSUM WALL BOARD INTERIOR PARTITION 2-1 /2" METAL STUDS STAGGERED AT 16" O C WITH BATT INSULATION TYP ES 3 LAYERS OF 5/8" TYPE 'X' GYPSUM WALL BOARD P � 1 " AIR SPACE � ` ° ' - ' ` ' - 4" C-H STUDS AT 24" O C WITH BATT INSULATION 2- 1 /2" METAL STUDS AT 16" O C WITH BATT INSULATION � �� D �'Y 1 LAYER OF 1 " TYPE 'X' GYPSUM LINER PANELS 2 LAYERS OF 5/8" TY 'X' GYPSUM BOARD _ , _ THEATER 2 LAYERS OF 5/8" TYPE 'X' EXTERIOR GYPSUM SHEATHING (EXT SIDE) SEP 11 2009 „ 3 HR RATED SHAFT ENCLOSURE , 2 LAYERS OF 5/8" TYPE 'X' GYPSUM WALL BOARD P1 B 1 5/8" AIR SPACE ��E�1�� 6��r�� UL DESIGN NO U415 6" METAL STUD STAGGARED AT 16" O C WITH BATT INSULATION (EXT SIDE) 2 LAYERS OF 5/8 GYPSUM WALL BOARD STC 48 1 LAYER OF 5/8 GYPSUM WALL BOARD 1 LAYER 5/8" TYPE 'X' GYPSUM SPRAY APPLIED FIRE RESISTIVE 2- 1 /2" METAL STUDS AT 16" O C WITH BATT INSULATION 2- 1 /2" METAL STUDS AT 16" O C WITH BATT INSULATION 2-1 /2" METAL STUDS STAGGERED AT 16" O C WITH BATT INSULATION WALL BOARD MATERIAL THICKNESS AS 1 " AIR SPACE 1 " AIR SPACE P � C 1 5/8" AIR SPACE PLOTTED 8/14/2009 10 19 04 AM 1 5/8" METAL STUDS REQUIRED PER UL X795 8" CONCRETE MASONRY UNIT P20A 8" CONCRETE MASONRY UNIT (ASSEMBLY CONSTITUTES ONE HALF OF P1 WHERE THE AIR SPACE 7/8" HAT CHANNELS AT 24" O C IS DRAMATICALLY INCREASED TO MISS AN OBSTICAL - FIRE AND SOUND p� p 3 LAYERS OF 5/8" TYPE 'X' GYPSUM WALL BOARD (BOTH SIDES) UL DESIGN NO X772,Y715 UL DESIGN NO X772 ,Y715 1 LAYER OF 5/8" GYPSUM WALL BOARD 2 HR RATED RATINGS REMAIN INTACT DUE TO THE OTHER SIDE OF THE ASSEMBLY CHK'D BY Maggie Fitzgerald , AIA 2 LAYERS OF 5/8" TYPE 'X' GYPSUM WALL BOARD UL DESIGN NO U905 BEING PRESENT) P1 E 3 3/4" AIR SPACE OO COPYRIGHT2006 BY DAVIS PARTNERSHIP P C ARCHITECTS 2 HR RATED 4" C-H STUDS AT 24" O C WITH BATT INSULATION p � F 4 3/4" AIR SPACE - C � C � A 2003 IBC TABLE 720 1 (2) 1 LAYER OF 1 " TYPE 'X' GYPSUM LINER PANELS SHEET NUMBER 2 HR RATED SHAFT ENCLOSURE P1 G 5 3/8" AIR SPACE UL DESIGN NO U415 3 5/8" METAL STUD STAGGARED AT 16" O C WITH BATT INSULATION ( 1 SIDE) - STC 48 (INCORRECTLY REFERRED TO AS P1A IN CCD 129 ALSO NOTE 1 " AIR SPACE NOT 1 /2" AS NOTED IN CCD 129 � 1 H R CO L U M N P45 P20 P 14 p � q FINAL CD ISSUE - 8 AUG 08 D P A PROJECT # 06232 00 2 HR RATED - UL IGN NO U493 - STC 60 ,if"v: . .......... .. »�\ +,}.»2::::; >R Ya a a 1 .a q j;* a S f:, ELE ATOR CO TRACTOR T O D ECT PIT V N PRO IDE I IR �"ti`` V N "<.:: . ` �> ;;'__;;;;;° : . P 0 IDE COU TER EIGHT R V N W OR SU P ITH ... . DRAI M N W E :>�'. ``' <::: < '„:::; ,. •. . . ; , �� ,. .�zz::�i<'i 1`::>i:^<. �3 �<::<�`<'�<::. ,. '*::_::::.< :.<:"... GRATING COVER LEVEL GUARD PER CODE 17 - 2 CLEAR WALL TO WALL � � °°' �__> , ' . ; >:.,: , �:;" ::: : ' <:; . . 't?>, *,`.. 00 IEC W ITH PIT FL R N � ) ��::�;. . D D D D ; ;��; :: ;, � � , , ,.* . . - - - - .>*; . .. .. .. .. .. . ... . . . .. >:::;:: ::<:` . , ;>. �:>::::>; : :<:; :<>«�:::: � >.;: .. .:: >4.<, ;..<>..,>;.::: ><> .. .. .<:::. :::.:..: .:: . .. ::::::. - - <:�::> <>�;>>:;::., TABLE .� � OVERHEAD REACTION TABLE : : :, RE CTION . .�;:�.. � PIT A . ; . ; ; :: : : . : : .. : :.::.:. . . .. .. . �� .. . .. ..... ...... ... . ............. ... ..... .. .. ..... .. . .... . . . � . .. . ..... . . , , . 3 � .. , � -- � [_:_, . "' ;'; '::;:: .>:[> ::::;2:: `s.£::�::>1" �� t:�':. '�� `.::;:^;:::t«::: [4::>:z<?:::::z::z:::>:<::zi ,� ;,�.:;� I°-- .�°0 C°— DUTY 3500 � @ 350 FPM �.. ` � .. .,. � .. . 0 � .. ...,...... , . ✓ . ,_ .. , . . .. - .. ,. �.: ,< �� DU • � ° ,. . : :.::,:.z.� . .� � • � f i � K EY R EACTIO N <.;;>;' '' �� '%'f� B , � B � J KEY REACTION DESCRIPTION � < .f a -' ti .:i •,. .�` r/ � . � . . � ' f � F � w � CWT MACH LOCATION MACHINE BEAM - I F �` l } I w � CWT / MACH LOCATION A F , � A f � o / S U P PO RT � � � i ,.f � � �' o �D 17 . 6 K EAC H 2301 BLAKE ST.. S7'E. �100 � � ' ' o � �A 51 . 9 K CAR BUFFER ( NIEC ) . ` � � '�` � o ~ �• �� * f � Q �B 48 6 K CWT BUFFER : ` ' � Q � 11 8 K EACH 303.861 .8666F.30a.861 .30�1 , C � , C � . I � I � � ELEV. � 4A/5A � `� ELEV ' 4B�5B' ,. � OO 23 9 K EACH CAR SAFETY (RAIL FORCE i '" ELEV 4A/5A ' , i ° ;` JELEV 4B/5B� ��. i �� pp��pRqpp�81� --� ' . , r � ,. `• � REACTIONS HAVE BEEN DOUBLED FOR IMPACT. g7�.82g.g96pF.g7p.g2g,89g1 , * THESE REACTIONS CAN OCCUR SIMULTANEOUSLY OTHERWISE , � - - - - - - REACTIONS DO NOT OCCUR SIMULTANEOUSLY E E E E GOVERNOR 2 . 0 K OVERHEAD NOTES : REACTIONS HAVE BEEN DOUBLED FOR IMPACT. TYPICAL PROVIDE ADEQUATE LIGHTING TO MAINTAIN MIN . 200 LUX 17 ' - 2 " CLEAR WALL TO WALL PIT NOTES : ( 19 FC ) ILLUMINATION AT TOP OF HOISTWAY ( NIEC ) . PROVIDE LIGHTS , LIGHT SWITCHES AND GFCI - � PROVIDE ADEQUATE LIGHTING TO MAINTAIN MIN 100 LUX ( 10 FC ) PROTECTED UTILITY OUTLETS COORDINATE LOCATIONS WITH ELEVATOR CONTRACTOR ( NIEC ) L� LERCH BATES ILLUMINATION AT PIT FLOOR ( NIEC) . PROVIDE PIT ACCESS LADDERS , LIGHT SWITCHES , LIGHTS , AND PROVIDE STRUCTURAL SUPPORT TO SUSTAIN REACTIONS Denver Region INDICATED ( NIEC ) � s• �� GFCI — PROTECTED UTILITY OUTLETS ( NIEC ) 3utbs204 i.�tls�on. CO 80122-2721 PROVIDE ONE PIT LADDER , LIGHT SWITCH , LIGHT FIXTURE , AND OUTLET T720.283.818�2 � PIT PLAN PER ELEVATOR . OVERHEAD PLAN � � E LEVATO RS 4- A �C �I- B E LEVS �JA & 5 B S I M PROVIDE ADEQUATE STRUCTURAL SUPPORT REQUIRED FOR BUFFER AND 4 E LEVATO RS 4A 8C 4 B E LEVS 5A & 5 B S I M ' RAIL FORCE REACTIONS ( NIEC ) VT05 SCALE 1 /4 " = 1 ' - 0 " VT05 SCALE 1 /4" = 1 ' - 0 " � , DUTY 3500 � @ 350 FPM DUTY 3500 # @ 350 FPM IS3UE/REVISION DATE NO. PROGRESS SET 02FEB07 DESIGN DEVELOPMENT 20JUN07 PROVIDE ELEVATOR CD PERMITSET 010CTO7 PRESSURIZATION SYSTEM . SEE MECHANICAL SHEET PROVIDE 2 LIFELINE ATTACHMENTS AT THE TOP FRONT PROGRESSSET 18JAN08 M6 06 FOR ELEVATOR OF EACH HOISTWAY EACH ATTACHMENT SHALL BE TOV RESPONSE 11FE608 PRESSURIZATION SYSTEM CAPABLE OF WITHSTANDING 5000 � ( 2268 KG ) LOAD ( NIEC ) . PER OSHA COORDINATE LOCATION OF ATTACHMENTS CONSTRUCTION DOCUMENTS 08AUGO8 � WITH ELEVATOR CONTRACTOR ( NIEC ) . 5 vro5 �. MACHINE BEAM SUPPORT VERIFY � e � MACHINE LOCATION WITH ELEVATOR � ' o � CONTRACTOR ( NIEC ) . � �' PROVIDE STRUCTURAL SUPPORT FOR CAR �— � ° ° GUIDE RAIL FASTENING AT 4270 MM � � ( 14 ' - 0 ") AND CWT GUIDE RAIL FASTENING 1070 MM ( 42 ") AT 4875 MM ( 16 ' - 0 ") MAX . VERTICAL = � HIGH RAILING PER SPACING THROUGH TOP OF HOISTWAY. IF � 6 ' - 8 " CLR 6 ' — " CLR � � ,�, PROVIDE FULL — HEIGHT � � � Q Q CODE BY ELEVATOR THIS SPACING CANNOT BE MAINTAINED , � CONCRETE OR REWFORCED � � � J � CONTRACTOR PROVIDE INTERMEDIATE SUPPORT BEAMS ° CMU HOISTWAY WALLS FOR � � ° i OR CONTINUOUS VERTICAL STRUCTURE Q IBC VARIABLES USED FOR SEISMIC CALCULATIONS BETWEEN FLOOR BEAMS ( NIEC ) � GUIDE RAIL BRACKETING ' I � N ° � SEISMIC DESIGN CATEGORY = C � ( NIEC � 'r' `n � � � ELEVATOR IMPORTANCE FACTOR = � z ELEV 4A/5A ELEV. 4B 5B 1 5 ASSUMED FOR ELEVATORS 5 - 8 ( SEISMIC ) o I � SDS = 0 28 Z _ Q � U � � ELEVATORS 5 - 8 ARE DESIGNATED TO MEET IBC � � 3 ' - 6 " 3 ' - 6 " ~ � � 3 ' - 11 " CLR OPNG 2 ' - 4 " CLR OPNG 3 ' - 11 " T STRETCHER REQUIREMENTS SINCE THESE - CO ELEVATORS ARE NEEDED FOR CONTINUED �i 3 ' - 1 " 4 ' - 10 " R 0 � - 4 " 4 ' - 10 " R . 0 3 ' - 1 " OPERATION OF THE FACILITY AFTER AN o� EARTHQUAKE , THEY HAVE A 1 . 5 IMPORTANCE � LEVEL 8 � " 7 ' - 0 " PLTFM " " 7 ' - 0 " PLTFM " FACTOR (ASCE 7 - 02 9 6 1 5 ) IN SEISMIC DESIGN CATEGORY C , ELEVATORS WITH A 1 5 TOP TERMINAL 8 ' - 5 " CLEAR 4 �� 8 � - 5 " CLEAR �� IMPORTANCE FACTOR MUST MEET SEISMIC _ "s REQUIREMENTS - � 17 ' - 2 " CLEAR WALL TO WALL NOTE ALL VERTICAL DIMENSIONS HOISTWAY WIDTHS HAVE BEEN PREVIOUSLY SIZED THAT ARE DIMENSIONED FROM A FOR NON - SEISMIC CONDITIONS ELEVATOR BUILDING FLOOR ELEVATION ARE CONTRACTOR TO DESIGN SEISMIC EQUIPMENT TO DIMENSIONED TO THE FINISH HOISTWAY PLAN ENGNEER TO VERIFYSTHENDIVIDERCBEAMLWIDTH FLOOR ELEVATION � U 2 E LEVATO RS 4A & 4 B E LEVS 5A & 5 B S I M SHOWN WILL MEET REQUIREMENTS ' J VT05 SCALE 1 �4'� = 1 � - 0 " FLQOR ELEVATION OPENING HEOOR J DUTY 3500 � @ 350 FPM � NUMBER FRONT/REAR ( FEET) W " PROVIDE FULL- HEIGHT > (` � CONCRETE OR REINFORCED I 8 184' - 6" F — L(� w CMU HOISTWAY WALLS FOR � (� GUIDE RAIL BRACKETING i 7 173' - 0" F 11 ' - 6 " Q r Z ( NIEC ) � I 6 161 ' - 6" F 11 ' - 6 " � , � � � O � 5 150 ' - 0" F 11 ' - 6" � O � � Op � 4 138 ' - 6 '� F 11 ' - 6" Q - - , - � Q a � � � 3 127 ' - 0" F 11 ' - 6 " � w O � 0 ~ � J � � w 2 113' - 8" F 13 ' - 2 " w O O O � ERErT FR0 �1T NOISTW.4Y WALL I IUU — U F IJ — ts � AT BOTTOM TERMINAL LANDING � (I� C•� � - AFTER ELEVATOR EQUIPMENT G1 86' - 6 5 " F 13 ' - 5 5 " Q " � HAS BEEN INSTALLED IN W J ' 7 ' - 0 " CLEAR HOISTWAY ( NIEC ) . OPENINGS 9 � v , - CONTROL ROOM i J r– � 3 ' - 0 " CONTROL ROOM NOTES : o sTOPS 9 d. � I ~ Q ` MIN � TRAVEL 7' - 9 1 /2 ' � J ',i PROVIDE SELF- CLOSING , SELF- LOCKING CONTROL ROOM � � � ACCESS DOOR ( NIEC ) O � a � � ♦ ^ � PROVIDE ADEQUATE LIGHTING TO MAINTAIN MIN . 200 LUX i � � � � v , ( 19 FC ) ILLUMINATION AT CONTROL ROOM FLOOR ^ Z , ( NIEC) . , I _ _ ^ I z o Z o � � PROVIDE 3 — PHASE MAINLINE POWER t � °O o 00 � FEEDER WITH DISCONNECTING MEANS J PROVIDE LIGHT( S ) , LIGHT SWITCH ( ES) AND GFCI — � ° LEVEL G1 For Reference Onl FOR EACH ELEVATOR CONTROLLER PROTECTED UTILITY OUTLET( S ) . COORDINATE LOCATIONS Y � � o � � BOTTOM TERMINAL PROVIDE 1 - PHASE FEEDER WITH z WITH ELEVATOR CONTRACTOR ( NIEC ) wo � DISCONNECTING MEANS FOR CAR ° � - LIGHTING , VENTILATION SYSTEM AND � - o CONTROL ROOM HEAT EMISSION 20 , 200 BTUH TOTAL PROVIDE PIT LIGHT SWITCH ( NIEC ) . z = RECEPTACLE FOR EACH ELEVATOR � � ELEVATOR CONTRACTOR TO � � THESE DISCONNECTING MEANS � o PROVIDE COUNTERWEIGHT � o SHALL INCLUDE OVERCURRENT � � GUARD PER CODE PROVIDE PIT ACCESS LADDER ( NIEC ) � � THE�TMAC �H N� ESROOM , BAND SHA D IN CAR CONTROLLER � PLANS AND HOISTVI/AY � � PROVIDE INDIRECT PIT MEET N E C . REQUIREMENTS ( NIEC ) . DRAIN OR SUMP WITH SECTION ELEVATORS CONTROLLER MUST BE WITHIN 100 ' WIRE GRATING COVER LEVEL � L - _ _ J NO OCCUPIED SPACE 4A&4B , 5A&5B RUN LENGTH FROM THE CORRESPONDING WITH PIT FLOOR ( NIEC ) BELOW HOISTWAY MACHINE AT THE TOP OF THE HOISTWAY. (;�� 1�D �� SE� 11 2009 . � /y� �/-� p %� � �:��, r�y , , p� L/ / �OO e CONTROLLER ROOM PLAN HOISTWAY SECTION CHK'D BY Lerch BateS 3 ELEVATORS 4A & 4B ELEVS 5A & 5B SIM 5 ELEVATOR 4A & 4B ELEVS 5A & 5B SIM �� ° �°°° °� °�� P�� VT05 SCALE 1 /4 " = 1 ' - 0 " Vf05 SCALE: 1 /4 " = 1 ' - 0 " � � , DUTY 3500 # @ 350 FPM DUTY: 3500# � 350 FPM VT05 R D.P.A. PROJECT # 06232.00 , - ABBREVIATIONS LEGEND LEGEND LEGEND MECHANICAL DRAWING LIST «..._..... .�...�_�. �.. �.....�_m_.........�....�..�...... .. .......... .�.�....�.......�......m...�._.._�.. _..__.. ... .................��«......_.�.�.�_........ �. ......�.m.�.....«<�....�...........� .�..�........_.. .......�...�..........��..mm.�...................__..�..�....�..___ .... .......... «.....��..�.�.m._�....m�.��..�........... ................««<........_�. ............. ......... ................�... _......��. m._...... .�.««.........�.�_.....�.�... ..�.... ..... ... ......�m................_.......__.� .�.___.k.�....... ..... ..�..... .. . ...�..�...�.«....�...._.............m.........m.�.....�..._...�m..��...�. .. ....._.....................�m.m............. � ....�._.�....... ..«.�. ....................�... �._. �� .... . . .«..«<m.�_............�.. ___ ABV_.. _�,�..ABOVE..... .... ....m� ..�.�.._...... ._...._.m...�.�. _.�_.._...�..._.._,__......._._....�._ � CA -►-S COMPRESSED AIR R Hyy i RISER SERVICE DRAWING # DRAWING TITLE ACUAIR CONDITIONING UNIT ......................m�m......mm.�_......................,.. ...�.. ..................�.�.�..................�...�......�.m............_...m.......,........._. .. ....................m....................._....................�.._�_. ... ..«m«....._...�...._.. � 4 6 ...�.._....... m � ......................__.�.. .. _... ... ..........�....m.....m_............�. � ... � �.............�.��...............«..�.�....._.�m.m......m..�..._.k..�.n..._. ....«m�......��.........�. � HPS -►S ; HIGH PRESSURE STEAM SUPPLY SLOPING RISE IN DUCTINORK � RISER DESIGNATION I . _ ACC _ _ _______....__ „_;_ _ _AIR COOLED _CONDENSER _ ____ ,� _� � _______�__rt�__�_�..___________________� .............��..........m..............._....._ ....m.......�.��.�._..�...m�.«<m�........__...�....m�.�....�.....�..........�....�......U..._M..._� ...._.......................m._.._....m � �._._...........�....._mm�..m...... � � 1 RISER NUMBER M0.01 LEGEND AND ABBRIEVIATIONS X � � _....._. ACD............._�,4 4,,..._._�,,.... ......AUTOMATIC,wCONTROL, DAMPER, ,.w. ..... ...�..�................�...� �..._.,...�......_., .........., _. �__�.,�...... � HPR �-S , HIGH PRESSURE STEAM RET RN ' AD ; ACCESS DOOR ...«<m�m�.m�.�....�.......�.��........�._.;........._....�........_.�..�............._.�......��.....�.�..�.�....._._.............m.�T«.m�..._�..._.._........... ....�..�.��......_ �......m...��......«mm p �....., ........._.....«<m«�................_.._....��....._.�...... .m.m...........�m__......�_._...........................m�.....�....�...�..�. ��-..��.._v__�.��_�.....��..��......�.__.�..._�....�..�... .�.�� ArCh � t tS . ._�.._�._.M..._.__�....__._... .......__.,�...�.........�...._......_.._.....,�_...M.�.....M..�............ ._.._.�...m.nr _.__..__H....M..._........._.�..__..�....._ � MPS -►-5 MEDIUM PRESSURE STEAM SUPPLY � M0.02 SCHEDULES X AFF ' ABOVE FINISHED FLOOR .............._.......��.......__.._..........;....�.__.m _...m�.m...........�..�......._.._.._........._.....�...� ...�................m.�.�.........�....�.........�...._.��..m..___......««m.........�..�. � 2 } ..�....._.... ..�.._......,._._.._...._...........m�.....m....................�.....�..�. ..�.....m..�..�.. ... ... ... �........._.....m_................�m�.......�.......�m......_....�...�.��. ..........�.........._.......��... � MPR -�-5 � MEDIUM PRESSURE STEAM RETURN p SLOPING DROP IN DUCTVIIORK -1 � SECTION DESIGNATION SECTION NU�IBER M0.03 SCHEDULES X _�AHU � AIR HANDLING UNIT ��..�_.��. ........_..«<__.........._._....__�.m�.�..m �..�.�__........._.............._�..�.....�m...m............�.�.�. ....._........,........_.. m......... ..� .......�......_.__..�....�............,...._. .. ..m.««......... � M3. 1 DRAWING NUMBER M0.04 SCHEDULES X ..,_ ,....A�.................M...�......u..�.........y. .�. ACOUSTICAL....LININGW .�.W�....��_. . .. ..... . . .. _. _�..... ........._.�,...Y...............,_.._�..... __........ �- LPS -►-5 ; LOW PRESSURE STEAM SUPPLY 3 � .�...�..��._.._....._..._..........�.....�.�..�....:...............�..........._..�...�.m............_._.._.� ...m.�.....�...........�...�.m�...�..�........._.....__.�..�.....�......�.�..._... _ .««<........�............ .. ._..«m�.�...._...___..._._..._..�...�.m.._..;._,..._._..�....�...�...m...m.�..��._.�......m...�.� �.. m�.. _n...m..ARCH__ _,,. ARCHITECTURAL..�,_�,�. ..m_._.._._�...___. ,...�....�...._�.._�_ .��.._..m......�......�...._..�...�...�._..�....�.�...�....__.._.�....�_m._.�..m....m..�...�. ..... �..�_n .. ......... .....«..�.. . ......__.................�mmm..�.........._..m ....�....�............ ... .__......�..._... _ �- LPR �-S i LOW PRESSURE STEAM RETURN � gXt2 � � DETAIL DESIGNATION DETAIL NUMBER M1 .01 SITE PLAN X AW �.m.....�,........m.., m .....�...�..�m. M�. . ...�.�.._. .:. .. . .... ......... _m�...�.m...�. _M. «.�.... .._......�.m.....T...........T...m..............�..�m...�� . ..�._......«<.�.�...............��...._...� �m a .........AIR,_WASHER�,...m..�.._............._..m......._................_««.....�«<.........�..�............_.._.. ........«<..�.._�.._..�..__......... .. ... . . .... . ... . . .. ... DUCT SIZE (CLEAR INSIDE DIMENSION M2. 1 DRAWING NUMBER �B m__ _ �_� �BOILER _�,� ��.�..�._____�, �- PD --S STEAM CONDENSATE PUMP DISCHARGE � BX� Z FIRST FIGURE INDICATES PLAN SIZE _�.�. ._._.._.............._......._.m..�......m..�._. .........�........�.�.m........� ._.�.._._ _�.... .�.._��......m...�...�.............� M2.01 - T ON X 2301 BLAKE ST , STE #100 ._... .. .. .. .� ..�...�.k.._._....................�..._......_r. ....m«m�........._.......�.....�..._�.._...........,. ....«...««<.«........._..._................�....�....._.._..._....m_......._ .�. .........._........�........�� .m. GARAGE LEVEL PLAN ORIENTA I „�, BD............... .4,W,.,�,_..,.....�..,W..BALANCING, DAMPER .W �_ ....._��v...... .......N .�..._� ........�. ._._..... _ ....�...�.w....�,.....W._., �_. �.N ......�.._ �r-- HTHW -►� , HIGH TEMPERATURE HOT WATER SUPPLY CT EQUIPMENT EQUIPMENT TYPE DENVER, co�ow��o so2os � ...._.._.�..�m..........._.....�.....�....... _......._..�..T««..........m�..�....�.. ..�._..................�......._.._«<.««.«...__..�«......._........�..�..._._..__._...__.._.................. M2.02 GARAGE LEVEL ENLARGED PLAN -AREA # 1 X ..�.....�..........._._._..�...� ... �._. .,. . . ..m...� m.�«..�. . ,.. ..__..,..�.... . .... ............m.�.�mm�,....,..m_,,.....�......_..., m...,._..�..«m«........�......_.._ � 303 861 8555 F 303 861 3027 BDD..�,��,,,_.,�,_,_,.._„_ ,,,_ BACK DRAFT_DAMPER_,µ_„..... .. ......._. _.__._.._.m.m�.._..._�._..___.,�..... .................�... 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M2.04 GARAGE LEVEL ENLARGED PLAN -AREA #3 0225 MAIN STREET UNIT C101 .. .. .........._.......�..«.....m.....�.��.. ««..�......�.�....__. .�m.�..�.�.m _ .... m.« ................�m.�.� _�BMS � BUILDING MANAGEMENT SYSTEM �_ S- MTHW -►-5 MEDIUM TEMPERATURE HOT WATER SUPPLY ROUND DUCT DIAMETER SIZE 3 -24 EDWARDS, COLORAD081632 ., ,,...�,..,,..��..,N.... ..........................._........_. _.....«....................�,..�..,..... «« m_.....�.««.�.m.......m.....__......................�....�M...�..�....,m......_... ..�m.............,,.., «............« <. . 18d 1�2.05 GARAGE LEVEL ENLARGED PLAN -AREA #4 X „ ,... , �_ 970 926 8960 F 970 926 8961 .,_..,,_„BTU ,,, ,,, ,, ,,, , ,,,,,,,,,,,,y_, ,,,,BRITISH_,.THERMAL,,.,UNIT,., , ,,, A . ___.. . ._ ... ..,_,_,. . . S- MTHWR -�i MEDIUM TEMPERATURE HOT WATER RETURN , 3 - 24 TERMINAL UNIT THE NUMBER ON THE FLOOR . ....._.Y..,. ._..._......... . .. . ....__ _�..____._. CA ' COMPRESSED AIR �__�..._......�......__...n...�m.�... ...�..�...k...�........_�..k.......��...�..�.....__.......�....�...�m.........m.m�......_�...�.�...._..._.......�........._._�.__..............._...___..�.... .....�............... .�....m...._...�.�k..._....._.._......_�.�...__..._�....._..._..�..�._.......�m...........m ............._. .... ... ...�.._.....«<m��m.........m..�.m............�...k�.. m.m....._..m .........n.�...�...m....�...�..�m..._. _ � DESIGNATION M2.06 GARAGE LEVEL ENLARGED PLAN -AREA #5 X _..�..... . ... ... . ._._...._.�..._....___..,,.n._... .. .. .___.,.._..,,..,....,_.._.__.._.,_.....�..__.....,...._....n..�......._�.. ._.._�.._._.__�._.... . ...... .........m.._.� ta � � FLOOR OR LEVEL I .�.........��... ..........m.�......m�.�m_........,,...m�...000LING COIL .._.�,........�.. ..��.. ... .. .««.� ........«<.��..�..�.�.......��..�.... .��.._..._. .. .. .........................__............mk.�. � HW �� HOT WATER SUPPLY , ...�.�.�....��..�.�..._..,.._.._.... ..«...,..�.�.........�......._.m.� ...m........_,.... ...._... ..... ....... .......�............mm.�..........m.�..�......�.m.�..nmM....��....�.. . ..��..�.�..�.........,, m..... .�.�. ' OVAL DUCT SIZE .��.._. . .. ....._._.. _._� ..__._ . M2.07 PLAZA AND CONDO LEVEL 1 PLAN -ORIENTATION X .___ ...��__..____ ��____ .._R___CEILING _ DIFFUSER_ __ _ __ _ __ _ .. ___ _ _ __ ..____. ___��_�...._.______�..�..__��.._�__..___� S-- HWR �3 HOT WATER RETURN �w....w_ ._. «. . . ... ._._.__....._.....N..__.._,.� ..H,._,._,,.._. .... . . _....... ..�.�...._............ �__.._....�...�_._...� .. CFF CAP FOR FUTURE ......_..............�..__._.._. ... ..�.««<.«<...�.m.................................�.. .�. ..._..,...._....... ... ..... . �.��.«.m�......��.m�.��...........................m.....Mk..�_�.�......._�.. � ..«...m.�...._.._........ .... .m«mm�... 18 �. TYPE M2.08 PLAZA AND CONDO LEVEL 1 ENLARGED PLAN -AREA # 1 X ..,��.... __�.___....�....� .. .. _ �.W,._....._... .. .,...,_ ._ . ...... .. . ... .. . . . ........._.... ... .,. _.. _._�.... .._ .�.........._W............. ......� .._.. . ..........._... �._ _,� .�,....�...__._ � SW(Z) �� SECONDARY WATER SUPPLY (ZONE) CD- 1 , 12X12 AIR OUTLET INLET CD- 1 . 12X12 -NECK OR FACE PLAZA AND CONDO LEVEL 1 ENLARGED PLAN -AREA 2 X �..m .�.�.�. . .«.«<..�......m................_.�... ...�� ..�_�. ._.m_...... . ......... _ .... ..... m�.�.�.�......._................_..........�m.�....��..�..... _. � .. ..... . . «««........._.............. ......._...�........._.� �.._....�.«.... ........_............... ..._. .........�......�,.�.......�........_.....�..m... ...... .... .�.«..«<..�..�.m��.��.m.�.m.�..m........�.....�.m....._..�m..........�.m .� .. �..�..........�._..... �..�..�...�......._�..�� M2.09 # �... _._CFM .,.� _W.__V,..... ...4 .�. CUBIC�„ FEET. PER .,_MINUTE _.. „ �,.__�,.. .......Y. . . ....MW.. . . .. � �. ..._.....� .. � �..... SIZE � SWR(Z) -�i SECONDARY WATER RETURN (ZONE) - - - - - - - - (550) DEVICE DE IGNATION (550) M2, � p PLAZA AND CONDO LEVEL 1 ENLARGED PLAN -AREA #3 X __._�.��.._..._.�..._,._...�.._..��.._.._ CEILING. n,GRILLE . . . ............�._.......�.._..__._ .�... ......._�,...._ .......__...._...�.....�.........M .�_, ... .. . .......... .«....�m...__.....,... .._.... . .... . . . ..� ..... . ...... .... ... ... ._ ...�.. ..�.. .. . .... �. . �.�.........�.�m.�...m.._m...m m ..... . ... .......�mm.............�� ACOUSTIC LINING IN DUCT � CF� PLAZA AND CONDO LEVEL 1 ENLARGED PLAN -AREA 4 X CH � CHILLER , ,,,,, , ,,,,, ,,,,,,,,,,,,,__.�. 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M.�....�..__.�.._. _. (X� � EXISTING TO BE REMOVED � �� ; , - ■ D . P .A. PROJECT # 06232 00 . - FAN SCHEDULE HOT WATER BOILER SCHEDULE MANUF PRESS PRESS FLUE FAN MANUF STATIC WHEEL MOTOR INPUT �UTPUT EMERGENCY Vlleight DESIGNATION SERVICE M �DEL TYPE FUEL GPM EWT {° F) LWT {° F) DROP RATING SIZE (ID} MOTOR REMARKS DESIGNATION L�CATION SERVICE MO �EL TYPE GFM PRESSURE SIZE RPM WATTS BHP VOLTAGE/ VFD Contro REMARKS ( MBH} (MBH) NUMBER (IN WG} (IN) HP PHASE POWER (LBS) NUMBER ( FT H20} ( PSIG) (INCHES ) HP B- 1 Heating Bryan RV-700W Forced Draf� Natural Gas 6000 5040 280 140 18� 5 150 16 5 � B-2 Heating Bryan RV-700W Forced Draft Natural Gas 6�00 5040 280 140 180 5 150 16 5 . GREENHECK B-3 Heatin B an RV-700W Forced Draf� Natural Gas 6000 5040 28� 140 180 5 150 16 5 A �^Ch � 't ts GEF- 1 Garage Level Garage Exhaust 60-AFDW-21 � entnfugal DWDI 130 ,D00 1 S 60 1725 - 68 75 460/3 Y N 3920 4 9 rY � � B-4 Heating Bryan RV-700W Forced Draft Natural Gas 6000 5040 280 140 180 5 150 16 5 GEF-2 Loading Dock Garage Exhaust GREENHECK � ne Awal 5 1 � 42 1505 - 18 20 46013 N N 942 - B-5 Heating Bryan RV-700W Forced Draft Natural Gas 6000 5040 280 14Q 180 5 150 16 5 V,4B-42 F7- II-20 GEF-3 Loading Dock Garage Exhaust GREENHECK � ne Waal 30 ,000 1 5 36 1 fiSD - 14 15 46013 N N 77fi - VAB-36 F1 d-I I- 15 GSF- 1 Garage Level Garage Circulation TWIN CITYQSL-165 Mixed Flow 3 ,OD0 0 5 20 1201 - 0 49 1I2 20813 N N - SEE RLAN FOR QUANTITY 2301 BLAKEST , STE #100 H �T VIlATER UNIT HEATER SCHEDULE DENVER, COLORAD080205 CEF-A Candominiums Todet PANASONIC FV-10NLF1 In -Line 82 D 4 - 1569 37 - - 120/1 N N - SEE PLAN FOR QUANTITY 303861 8555 F 303861 3027 CEF-B Condominiums Toilet PANASONIC FV20NLF1 In -Line 200 04 - 1154 �7 - - 12011 N N - SEE PLAN FOR QUANTITY MANUF PD CAPACITY EWT LWT EAT LAT FLOW MOTOR CEF-C Condominiums ToiletlLaundryRoom PANASONICFV-05VQ2 Ceding 44 025 - 11D0 14 - - 12DI1 N N - SEEPLANFORQl1ANTITY DESIGNATION MODEL SERVICE TYPE CFM � } {° ) (° } (° } {° ) ( ) V(7LTAGE/ REMARKS 0225MAINSTREET UNITC101 NUMBER IN H20 MBTUH F F F F GPM HP AMPS PHASE EDWARDS, COLORAD081632 970 926 8960 F 970 926 8961 I EF-1A Loading Dock Loading Dock Exh GREENHECK CSP-A1410 In -Line 2 ,725 0 5 20 1201 1329 - i12 12011 N N - 3 I EF-1 B Loading Dock Loading Dock Exh GREENHECK CSP-A36D0 In -Line , 0 5 20 12D1 822 - 1 /2 12011 N N - 3 UH-1 MCQUAYU �-59 Loading Dack Venc �al 1155 0 6 57 ,900 175 148 35 78 4 3 113D 2 1 120/1 1 , 3 , UH-2 MCQUAYUO-59 Loading Dack Vertical 1155 0 6 57 ,900 175 148 35 78 4 3 1I30 2 1 120I1 1 , 3 i EF-2 RoofL9 RetailToiletE� East GREENHECK Axial 1 ,700 20 - 3500 - 112 15 46013 N N - ' UH-3 MCQUAYUD-59 LoadingQock Vert� cal 1155 06 57 ,900 175 148 35 7g 43 1130 21 120l1 1 , 3 EF-3 Plantroam Plantraom VentlChdlerRaom �IN CITYQSL-200 Mixed Flow 2 ,D0014 ,OD0 08 24 � 997 - D 69 3Id 0 Y Y - 2 SPEED FAN UH -4 MCQUAYUD-59 Loading Dock Vertical 1155 06 57 ,900 175 148 35 78 43 1I30 21 12011 1 , 3 Purge UH -5 MGQUAYUH -24 L1 , L2Corndors Horizontal 340 08 15 ,700 175 148 35 75 16 1125 16 120I1 1 , 2 , 3 EF-4 RoofL9 EastTrash Room Exhaust TWIN CITYT5DOL In -Line 400 05 - 890 232 - - 2U11 � - UH-6 MCQUAYUH- Chdler � abinet 4590 6 200 ,0 �0 175 148 35 72 22 112 67 12D/1 1 , 3 I' EF-� Raof L9 VIlestTrash Room Exhaust TWIN CITYT50DL In -Line 400 0 5 - 890 232 - - 120l1 N N - - 290 Plantroom EF-fi Plantroom Fuel Od Tank Room E� aust GREENHECK In -Line 200 0 � - - - - 112 12011 N Y - 5 Flack + Kurtz Inc. UH -8 MCQUAYUH - Gara eEntr Cabinet 4590 6 200 ,000 17b 148 35 72 22 112 67 120/1 1 , 3 EF-7 RoofL5 SWTrash Room Exhaust 11NIN CITYTSDOL In -Line 300 OS - 890 232 - - 12D11 N N - - 290 9 Y 405 Howard St ,Suite 5D0 EF-8 Garage Level Ice Rink Mech Rm Ventilation GREENHECK CSP-A1414 In -Line � 3ao 0 5 - - - - 1 /2 12011 N Y - - Domestic Water San Francisco, CA 941U5 UH -9 MCQUAYUH -86 Cabmet 1340 14 52 ,D00 175 148 35 68 63 118 23 12011 1 , 3 Tel. 415 398-3833 � EF-9 Garage Level ilVater Feature Rm Ventdation GREENHECK CSP-A710 In -Line 500 0 375 - - 325 - - 120l1 N N - 1 Pump Room Fax 415 433-5311 I EF-10 Level 3 Loading Dock Fire Pump Room Ventilation GREENHECKCSP-A70D In -Line 6D0 0 375 - - 350 - - 120l1 N Y 34 - EF-11 RoofL9 VIlestCorridorE� aust GREENHECKA� Axial 2 ,000 20 - 3500 - - 3 460I3 N Y 130 - REMARKS EF- 12 Roof L9 East Corridor Exhaust GREENH ECK ,dJ� Axial , 4 2 0 - 3500 - - 3 460/3 N Y 130 - 1 WITH THERMAL OVERLOAD PROTECTION 2 SEE PLAN FOR QUPJVTITY 3 CONTROLLED BYTHERMOSTAT W� A 11� tra4 ��Y I EF-13 Level3 L3SWCorndorE� aust GREENHECKGSP-A190 In -Line 5D 03 - - 100 - - 120I1 N Y 16 - EF-14 Level2 Spa E� aust - In -Line - - - - - - 1 !2 12011 N N - FLITLIRE FAN FOR REFERENCEONLY I � i EF- 15 Level2 Mens Bath Exhaust PANASONIC FV40-VQ3 In -Line 290 04 - - 112 - - 120l1 N N - - � EF-16 Level2 Wamens Bath Exhaust PANASONIC FV40-VQ3 In -Line 290 04 - - 112 - - 120l1 rv n, - - HEATING G � IL SCHEDULE w EF-17 Garage Level Telecom G008 GREENHECK CSP-A3600 In -Line 3280 0 375 - - 1330 - - 12011 N N 122 1 MANUF WATER AIR FILTER AIR PD CQIL SIZF CAPACITY EWT LWT EAT LAT FLOW EF- 18 Garage Level Telecom G007 GREENHECK CSP-A1050 In -Line 791 0 37 � - - 455 - - 12011 N N 59 1 DESIGNATION MODEL SERVICE �ner'itation CFM PD PD REIVIARKS {IN H20) (L x H} MBTUH (°F) (°F) (°� (°F} (GPM ) MERV EF- 19 Garage Level Telecom GD06 GREENHECK CSP-A1050 In -Line 791 0 375 - - 45� - - 12011 N N �a i r�uratQ�R {�r N?o} pni N?o} EF-2D Garage Level Telecom G005 GREENHECK CSP-A1DSD In -Line 7g � 0 375 - - 4 �� - - 12011 N N 59 1 HC-1 Colmac Coil Garage Vertical 14,000 015 max 75" X48" 567 175 113 -'10 40 20 5 max 8 0 20 Typical for 12 Coils High Air Flow High Water ISSUEIREVISION DATE NO EF-21 Garage Level Telecom GD046 GREENHECK CSP-A1Q50 In -Line 7g � 0 375 - - 4 �� - - 12011 N N 59 1 EF-22 Garage Level Elec Rm G003 GREENHECK CSP-A215D In -Line '1514 0 375 - - 73� - - 12011 N N 68 1 7, 000 0 05 max 75" X48" 324 175 '105 -10 47 5 10 2 max 8 010 Typical for 12 Coils Low Au Flow Low Water TOV RESPONSE 11FEB08 EF-23 Garage Level Elec Rm G030 GREENHECK CSP-A2150 In -Line � 62g 0 375 - - 735 - - 12011 N N 68 1 EF-24 Garage Level Elec Rm GD04 GREENHECK CSP-A700 In -Line 635 D 375 - - 3 �p - - 12011 N 3 34 1 OWNERREVIEW 16APR08 EF-25 Garage Level Elec Rm G (NE ) GREENHECK CSP-A710 In -Line 4g4 0 375 - - 325 - - 12011 N Y 36 1 CONSTRUCTION DOCUMENTS OSAUGOS EF-26 Level 1 Telecom 129 GREENHECK CSP-A1050 In -Line 791 0 375 - - � �� - - 12011 N 5g 1 REM�RKS EF-27 Le�el 2 Elec Rm 216 GREENHEGfC CSP-A2150 In -Line 1858 0 375 - - 735 - - 12011 N N 68 1 CCD49 020CT08 1 EF-28 Le�el 2 Elec Rm 236 GREENHECK GSP-AZ150 In -Lme '1658 0 37 � - - 735 - - 12011 N N 68 1 1 This is the same cod undariwo different operating conditions TOV UPDATE 06NOV08 2 EF-29 Level 2 Telecom 238 GREENHECK CSP-A1050 In -Line 79 'I 0 375 - - 4 �� - - 120/1 N N 59 1 2 ,Wrfilters are MERV8, 4 inch thick per 5pecification Section 15880 EF-30 Level 3 Elec Rm 353 GREENHECK CSP-A1410 In -Line � 2$a 0 375 - - 822 - - 12011 N N 59 1 TOVUPDATE 10DEC08 3 EF-31 Level 3 Elec Rm 357 GREENHECK CSP-A1410 In -Line 1288 D 375 - - 822 - - 12011 N N 59 1 6 TOVUPDATE 19DEC08 4 EF-32 Le�el3 Elec Rm 322 GREENHECKCSP-A7D0 In -Line 7 � g 0375 - - 350 - - 12011 N N 34 , C � � LING TQINER SCHEDULE EF-33 Level4 Elec Rm 423 GREENHECKCSP-A410 In -Line 24p Q 375 - - � 3g - - 1ZD11 N N 36 1 TOVUPDATE 06MAR09 5 EF-34 GREENHECK CSP-A410 In -Lme z4p 0 375 - - - - 12011 N N 36 1 MANUF AMBIENT FANS OPERATING TOVUPDATE 22APR09 6 Level 4 Elec Rm 432 � 39 CAPACITY EWT LWT NO OF EF-35 Level 5 Telecom 531 GREENHECK CSP-A250 In -Line 158 0 375 - - g3 - - 12011 N N 23 1 DESIGNATION 5ervice MODEL WET BULB GPM WEIGHT REMARKS {TONS ) o ( ° F } (° F } HP CELLS { LBS } UNIT201 PERMITSET 07JUL09 EF-36 Level 5 Telecom 522 GREENHECK CSP-A250 In -Line �I58 0 375 - - 83 - - 12011 N N 23 1 NUMBER � F) N� ( EACH ) VOLT EF-37 Level 6 Elec Rm 623 GREENHECK CSP-A1410 In -Line '1288 0 37 � - - 822 - - 12011 N N 59 1 EF-38 Level 6 Elec Rm 629 GREENHECK CSP-A141D In -Line 1288 0 375 - - 822 - - 12011 N N 59 1 � CT-1 Condom inwm s BAC 15350Q 550 66 90 80 1 ,275 1 25 460/3/60 1 16 ,OD0 EF-39 Level7 Elec Rm L7 GREENHECKCSP-A410 In -Line 240 0375 - - � 39 - - 120I1 N N 36 1 CT-2 Common BAC 1535DQ 550 66 9Q 80 1 ,275 1 25 460/3/60 1 16 , 000 G�►�•�K r' ' e�s EF-40 Level7 Elec Rm L7 GREENHECKCSP-A410 In -Line 24p 0375 - - � 39 - - 12011 N N 3fi 1 �\$r�p� �t`� EF-41 Level8 Elec Rm 820 GREENHECKCSP-A410 In -Line 240 0375 - - 139 - - 120/1 N N 36 1 —`c0 EF-42 Level8 Elec Rm 827 GREENHECKCSP-A410 In -Line z4p 0375 - - � 39 - - 12011 N N 36 1 EF-43 Level 1 Bathrooms GREENHECK CSP-A700 In -Line 660 0 5 - - 350 - - 12011 N N 34 2 * � No 22114 � 7k EF-44 Le�el 1 Ice Skate Exhaust GREENHECK CSP-A390 In -Lme 360 0 375 - - 144 - - 120I1 N N 23 2 � EF-45 Garage Level Telecam G (SW) GREENHECK CSP-A250 In -Line '158 0 375 - - 83 - - 12011 N N 23 � HEAT TRACE SCHEDULE �,��,��allAl �� EF-46 Level 3 Pool Equipment Rm GREENHECK CSP-A700 In -Line 63� 0 375 - - 350 - - 120�1 N M 34 - Min F �F (�� EF-47 Lob6yTailet Todet PANASON IC FV 10N LF1 In -Line 100 0 3 - 15fi9 37 - - 12D11 N N - - MANUF Maintain CAPACITY Ambient EF-48 Boiler Room Vent GREENHECK Axial 2 ,600 0 5 - - - - 1 /2 12011 N N - - DESIGNATION Service MODEL kW Temp Tem Voltage / Phase REMARKS Garage Level NUMBER � � (° F) p EF-50 Garage Level Domestic Water Pump GREENHECK CSP-A390 In -Line 400 0 375 - - 144 - - 120I1 N N 36 1 (° F) EF-51 Garage Level Teleoam G039 GREENHECK CSP-A1050 In -Line 79 � 0 375 - - 4 ,� - - 120/1 N N 59 1 EF-52 Roof L9 Retad Toilet E� UUest GREENHECK Waal 3 ,OD0 2 0 - 3500 - 1 95 3 46013 N N - - 2 HTRC- 1 � osed P�ping Raychem 3 40 - 11 2p811 - EF-53 Garage Level Generator E� aust GREENHECK A�aal 45 OUO 1 0 55 870 - 17 09 20 46013 N Y - - SPF-1 Stairwayl StairwayPressunBtian GREEN ECKAX� 1 A�oal 4 ,950 15 - 94 5 46013 Y Y ;� 475 SPF-2 Stairway2 StairwayPressurization GREENHECKAX54 Axial 7 ,500 15 - 3500 - 412 5 460C3 Y Y 210 B SPF-3 Stairway3 StairwayPressunation GREENHEGKAX54 Axial 8 ,925 1 0 - 3500 - 648 75 46013 Y Y 375 s CC) OLING T �VIlER BASIN HEATER SCHEDULE SPF�i Stairway4 StairwayPressunzation GREENHECKAX54 Waal 7 ,875 1 0 - 350D - 3 86 5 460/3 Y Y 210 fi MANUF CAPACITY Maintain Min SPF-� Stairway5 Sta � rwayPressunzat� on GREENHECKAX54 A�aal e , iDO 1 0 - 3500 - 4 14 5 46013 Y Y 210 6 DESIGNATION Service MODEL (kW) Temp Ambient Voltage / Phase REMARKS SPF-6 Stairway6 StairwayPressunzation GREENHECKAX� 7 Axial 4 ,575 1 5 - 3500 - 2 55 5 460/3 Y Y 214 6 CTHTR- 1 Coaling Tower 1 BAC 16 40 - 11 Same as CT- 1 Factory- � installed J Factory- EPF-0� Elevator4 ElevatorShaftPressurization GREENHECKAX72 Axial 12 ,30D 10 - 1770 - 424 5 46013 Y Y 210 6 CTHTR- 2 CoolingTower 1 BAC 16 40 - 11 SameasCT-2 installed J EPF-5 Elevator5 ElevatorShaftPressunzation GREENHECKAX72 Axial 12 ,3D0 10 - 1770 - 424 5 46013 Y Y 214 6 w .. R E MAR KS " � � 1 CONTROLLED BYTEMPERATURE SENSOR AIR SEPARAT � R SCHEDULE � � W Z CONTROLLED BYTIME-CLOCK AND OVERRIDE SVIlffCH ' MANUF MODEL FLOW AIR REMOVAL z DESIGNATION NUMBER LOCATIDN TYPE SERVICE {GPM ) EFF % REMARKS r � 3 PROVIDE LOCAL MANUAL SWITCH AND TIME-DELAYOFFSUUITCH � } � M 4 CONTROL BYCOSENSOR � �j w 5 EXPLOSION PROOF AS- 1 B & G Central Plant Rm In- Line Centriiugal Heating Hot Water 140D 98 S O O fi PROVIDE VFD 2-HR ENCLOSURE , SINGLE ELECTRICAL DISCONNECTUUITH SUPERVISED CONNECTION , g09 IBS INGLUDED CONTROLS WIRING, AND A MONITORED AND POWERED OPEN OUTSIDEAIR INTAKE DAMPER AS-2 B & G Central Plant Rm In- Line Centrifugal Snowmelt 600 98 � O Q AS-3 B & G Central Plant Rm In- Line Centrifugal Chllled Water - Condos S00 98 � � AS-4 B & G Central Plant Rm In- Line Centrifugal Chllled Watef - HoUSe 800 98 Q � � Q Q � � _I w o w � � � 0 0 0 _ _ _ � � � _ GLYC � L MAKE UP UNIT SCHEDULE Cn MANUF MODEL RESERVOIR VOLUME PRESSURE RATING PUMP FLOW PUMP MOTOR PUMP MOTOR WEIGHT (LBS } a � � DE5IGNATION NUMBER LOCATION SERVICE (GqLLONS ) ( MINIMUM ) {GPM ) { HP } (VOLTAGE ) { UNFILLED} REMARKS � J � r /1 I � VJ ` � � 6 U - G n nt m na m 5 D 2 � n/ GMU-2 B&G GMU6D Central Plant Rm Chdled Water 55 100 5 3f4 120 16D � �� . GMU-3 B&G GMU6D Central Plant Rm Chdled Water 55 100 5 3I4 120 160 � Q GMU-4 B&G GMU60 Central Plant Rm Hot Water 55 100 5 3/4 120 160 � O VJ EXPANSI� N TANK SCHEDULE MIMINUM DE51GN MAXIMUM DESIGN E5T 5Y5TEM � ACCEPTANCE DE5IGNATION MANUF MODEL LOCATION SERVICE TEMPERATURE TEMPERATURE VOLUME TANKVOLUME VOLUME { MIN) FILL PRESS RELIEF PRESS REMARKS NUMBER o o (GALL�NS } { PSIG} { P51G} ( F) ( F) (GALLONS ) (GALLONS } ET- 1 Wessels NLA1200 Central Plant Rm Heating Hot Water 4D 200 3025 310 1DB ET-2 Wessels NL110VL Central Plant Rm Snow Melt 4D 140 1325 65 20 60 100 ET-3 Wessels NL90VL Central Plant Rm Chilled UVater- Condos 40 100 1925 32 12 1 ET-4 Wessels NL90L Central Plant Rm Chilled Water- Common 40 100 900 15 6 60 100 MECHANICAL EQUIPMENT SCHEDUL �F�� ; GHILLER SCHEDULE SE� 11 2009 MIANUF EVAPORATOR CONDENSER � �� ,�� CAPACITY POUVER EMERGENCY INEIGHT REMARKS QESIGNATION Service MODEL TYPE REFRIGERANT VOLTAGE MCA PRESS PRESS pOUVER (LBS) PLOTfED (fONS ) (KWfT'�N } FOLJLING NO OF EWT LUVT PD FOULING NO OF EUUT LWT PD NU fUIB ER GP Nt RATING GPIVI RAl1NG FACTOR PASSES (°F) (° F) (FTH2OJ �pSIG) FACTOR PASSES (° F) (° F) (FTH2O) �pSIG) CHK'DBY COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS CH- 1 Condominiums YORKYKBBBDQS-CLF Centrifugal R- 134a 425 0 532 480/3/60 406 0 0001 2 58 � 5 785 24 150 0 00025 2 80 90 1275 28 150 No 20700 CH-2 Common Y�RKYKBBBDQS-CLF Centrifugal R- 134a 425 0 532 480t3J60 406 0 0001 2 58 45 785 24 150 0 00025 2 80 90 127 � 28 150 No 20700 SHEEfNUMBER . - ■ D. P.A. PROJECT # 06232 . 00 AIR OUTLETS AND INLETS ' MANUF 1yPE OF TYPE OF FACE CFM RANGE DESIGNATION MODEL UNIT SERVICE DIMENSIONS NECK SIZE REMARKS . NUMBER LS-A TITUS ML-39 LINEAR 2-SLOT SUPPLY 2 FOOT SEE PLAN 1 LS-B TITUS ML-39 LINEAR 2-SLOT SUPPLY 4 FOOT SEE PLAN 1 . QLS -C TITUS ML-39 LINEAR 2-SLOT SUPPLY 6 FOOT SEE PLAN 1 � . � � Af'"CI 1 � l lS LS -D TITUS ML-39 LINEAR 2-SLOT SUPPLY 3 FOOT SEE PLAN 1 LS-E [ ARCHITECTURAL GRILLE] LINEAR SUPPLY SEE ARCH DWGS SEE PLAN 2 8 LS-F A CHI C URAL GRILLE LINEAR SUPPLY SEE PLANS SEE PLAN MODEL AG10 LR-A TITUS MLR-39 LINEAR 2-SLOT EXHAUST/RETURN 2 FOOT SEE PLAN 1 2301 BLAKEST , STE #100 ' DENVER, COLORADO 80205 LR-B TITUS MLR-39 LINEAR 2-SLOT EXHAUST/RETURN 4 FOOT SEE PLAN 1 303 8618555 F 303 8613027 LR-C TITUS MLR-39 LINEAR 2-SLOT EXHAUST/RETURN 6 FOOT SEE PLAN 1 0225 MAIN STREET UNIT C101 EDWARDS, COLORADO 81632 CD-A TITUS PSS CEILING SUPPLY 24x24 SEE PLAN 9709268960F9709268961 PERFORATED CD-B TITUS PSS CEILING SUPPLY 12x12 SEE PLAN PERFORATED SR-B TITUS 272FL SIDEWALL SUPPLY SEE PLAN SEE PLAN ER-A TITUS PAR CEILING EXHAUST/RETURN SEE PLAN SEE PLAN PERFORATED '� ER-B TITUS 3FL SIDEWALL EXHAUST/RETURN SEE PLAN SEE PLAN Flack + Kurtz 6�c. ' EG-A TITUS PAR CEILING EXHAUST/RETURN SEE PLAN SEE PLAN PERFORATED 405 Howard St.,Suite 500 San Francisco, CA 94105 EG-B TITUS 3FL SIDEWALL EXHAUST/RETURN SEE PLAN SEE PLAN Tel (415) 398-3833 Fax (415) 433-5311 EC-A TITUS 50F ALL ALL SEE PLAN SEE PLAN QWSP � r+sr o,ow �r 4 REMARKS 1 WITH LINED PLENUM MPI-39 FOR EXHAUST LINEAR SLOT USE NON-INSULATED PLENUM MP-39 SPLI SYSTEM SCHEDULE EVAPORATOR AIR COOLED CONDENSER FNFRC;Y MODEL LOCATION / VOLTAGE/ WEIGHT EMERGE CY MODEL CAPACITY VOLTAGE/ WEIGHT EMERGENCY EFFICIENCY REMARKS DESIGNATION NUMBER SERVICE CAPACITY CAPACITY FLA MCA PHASE (LBS ) POWE DESIGNATION NUMBER (BTUH) FLA MCA PHASE (LBS ) POWER (SEER) ISSUEIREVISION DATE NO (B111H ) (BTUH ) MITSUBISHI P1 ELEV RM/ MITSUBISHI AC-1 PKA-A30FA ELEVATOR 1 , 2 30, 000 NA 0 43 1 208/1 53 Y ACC-1 PUY-A18NHA 30, 000 12 75 25 208/ 1 163 Y 13 1 , 2, 3, 4 CONSTRUCTION DOCUMENTS 08AUG08 AC-3 MITSUBISHI RM 355 / 34, 200 NA 0 52 1 208/ 1 62 Y ACC-3 MITSUBISHI 34, 200 12 75 25 208/1 163 Y 13 1 1 , 2 , 3, 4 TOVUPDATE 220CT08 1 PKA-A36FA ELEVATOR 3, 4 PUY-A36NHA AC-6 MITSUBISHI RM 355 / 34, 200 NA 0 52 1 208/ 1 62 Y ACC-3 MITSUBISHI 34, 200 12 75 25 208/1 163 Y 13 1 1 , 2 , 3, 4 TOV UPDATE 06NOV08 2 PKA-A36FA ELEVATOR 3, 4 PUY-A36NHA AC-4 MITSUBISHI RM 217 / 24, 000 NA 0 43 1 208/ 1 53 Y ACC-4 MITSUBISHI 24, 000 12 75 18 208/1 163 Y 13 5 1 , 2 , 3, 4 TOV UPDATE 19DEC08 3 PKA-A24GA ELEVATOR 5, 6 PUY-A24NHA ISSUE FOR PERMIT 02FE609 4 AC-5 MITSUBISHI RM 235 / 24, 000 NA 0 43 1 208/1 53 Y ACC-5 MITSUBISHI 24, 000 12 75 18 208/ 1 163 Y 13 5 1 , 2, 3, 4 PKA-A24GA ELEVATOR 7, 8 PUY-A24NHA TOVPERMITSET 05MAR09 5 ISSUE FOR PERMIT O6APR09 6 TOV UPDATE 05MAY09 7 REMARKS UNIT 201 PERMIT SET 07JUL09 1 WIRED REMOTE CONTROLLER 2 PROVIDE WALL MOUNTING RACK FOR OUTDOOR UNIT 3 INDOOR UNIT SHALL BE MOUNTED AT HEIGHT ABOVE ELEVATOR MACHINE ROOM ENTRANCE TOV UPDATE 31JUL09 8 4 PROVIDE CONDENSATE PUMP FOR INDOOR AND OUTDOOR UNITS AND CONNECT TO NEAREAST TAIL PIECE c,�p�K C e�s o�sr F � �o � HEAT RECOVERY VENTILATOR SCHEDULE MANUF AIR FILTER SUPPLY FAN MOTOR EXHAUST FAN MOTOR �r � No 22114 � * DESIGNATION MODEL SERVICE EFFICIENCY OA EA ESP Pp VOLTAGE/ TOTAL WEIGHT REMARKS �, ♦ NUMBER CFM CFM (IN WG) TYPE �IN H20) HP AMPS RPM HP AMPS RPM PHASE WATTS (LBS ) �9r�'��` � � F OF cA�� HRV-2 ALDES P700SDD FITNESS 64 % 400 450 0 4 WASHABLE NA 1 /3 2 75 1625 1 /3 2 75 1625 120/1 648 142 , AIR COMPRESSOR SCHEDULE MANUF Max Air Motor Capacity CFM @ Motor DESIGNATION Service MODEL (SCFM ) Pressure (PSIG) Max PSI Recei�r �HP � Speed Voltage / Phase REMARKS NUMBER Pressure PSI (RPM ) COMP-1 Central Plant INGERSOLL RAND 125 100 58 200 20 1800 460 / 3 1 Room UP6-20-200 U � Remarks J 1 PROVIDE 240-GALLON ASME HORIZONTAL RECEIVER � > � I..1.. ELECTRIC UNIT HEATER SCHEDULE � � w MANUF TEMP CAPACITY WEIGHT MOTOR EMERGENCY Q z DESIGNATION MODEL SERVICE TYPE CFM RISE (° F) (kW) (Lbs ) HP AMPS VOLTAGE/ POWER REMARKS � � NUMBER PHASE � EUH -1 REZNOR P1 FIRE WATER Honzont 1 380 42 5 32 1 /35 6 3 480/3 Y 1 , 2 � � O O EGEA 5 CHASE � O EUH -2 REZNOR P1 FIRE WATER Honzont I 380 42 5 32 1 /35 6 3 480/3 Y 1 , 2 � � � EGEPr5 CHASE Q � EUH -3 REZNOR g �KE STORAGE Honzont I 380 42 5 32 1 /35 6 3 480/3 Y 1 , 2 � EGEPr5 � � FIRE � EUH -4 REZNOR SPRINKLER Honzont I 380 42 5 32 1 /35 6 3 480/3 Y 1 , 2 � � O w EGEA 5 VALVE ROOM n � BREEZEWAY � � �+ REZNOR FIRE O O O EUH -5 SPRINKLER Honzont I 380 42 5 32 1 /35 6 3 480/3 Y 1 , 2 � � � ErEAS FREEZE � PROTECTION � � EUH -6 BRASCH �STIBULE 321 Vertical 250 63 5 - - 7 8 208/3 N 1 , 2 , 3 � � � BCUH3305A � EUH -7 BRASCH �STIBULE Vertical 250 63 5 - - 7 8 480/3 N 1 , 2 , 3 � �+ + �i ` BCUH3305A Q BREEZEWAY �� nI �1•• > 1 1 7 REZNOR FIRE v � � EUH -8 EGEA 5 SPRINKLER Honzont I 380 42 5 32 1 /35 6 3 480/3 Y 1 , 2 � FREEZE QPROTECTION O 3 i REMAF2KS � ^ I 1 PROVIDE FACTORYTHERMOSTAT KIT, DISCONNECT KIT, MO NTING BRACKETS V J 2 PROVIDE HEAT INDICATOR TO BMS � 3 INSTALL HEATER IN TOP-IN/BOTT011/�CONFIGURATION SUPP YOUTLET FROM UNITTO BE DUCTED TO PLENUM BEHIND SUPPLYSLOT TAP INTO MINIMUM 36" ACTIVE PORTION OF SLOTAND BLANK OFF INACTIVE SECTIONS RETURN SLOTTO BE HIGHER ON WALL D BE UNDUCTED TEMPERATURE SENSOR TO BE MOUNTED IN RETURN QUCT , ENERGY RECOVERY VENTILATOR SCHEDULE GREENHECK OA EA ESP COOLING COIL HEATING COIL AIR FILTER SUPPLY FAN EXHAUST FAN DESIGNATION MODEL SERVICE CFM CFM (IN WG) CAPACITY GPM CAPACITY GPM TYPE P � HP RPM HP RPM NUMBER (MBH) (MBH) (IN H20) MECHANICAL ERV-1 ERCH-20M POOL 1 ,200 1 ,250 06 26 5 60 5 WASHABLE NA 3/4 1636 3/4 1629 EQUIPMENT SCHEDULE�� p ��► 0 s�� 1 �. 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ALL MECHANICAL EQUIPMENT AND SHUT- OFF VALVES SHALL BE WITHIN REMOVABLE CEILING BY ARCHITECT, SAD. � 2. PROVIDE YOUNG REGULATORS TO ALL VOLUME DAMPERS WITHIN INACCESSIBLE CEILINGS . 3 . ALL DUCTWORK PENETRATIONS AT EXTERIOR WALLS SHALL CONNECT TO ARCHITECTURAL � � ' � ArChlt tS LOUVER. REFER TO DETAILS AND SAD. 4. PROVIDE BLANK-OFF SECTIONS BETWEEN LINEAR DIFFUSERS FOR CONTINUOUS APPEARANCE . 5 . ALL BATHROOM EXHAUST LINEAR SLOTS SHALL BE LR-A WITH NO INTERNAL LINING. 2301 BLAKE ST , sTE #� oo DENVER, COLORADO 80205 6. SED FOR LOCATIONS OF TEMPERATURE SENSORS, SLAB SENSORS, ANQ CENTRAL 303 861 8555 F 303 861 3027 THERMOSTATIC CONTROLLERS. 0225 MAIN STREET UNIT C101 EDWARDS, COLORADO 81632 7 . ALL RETURN AIR DUCTS SHALL BE 12x6 . 970 926 8960 F 970 926 8961 8 . RETURN LINEAR SLOTS SHALL BE LR-A, LR- B, OR LR-C AS SHOWN ON PLAN . 9 . RETURN AIR PLENUMS SHALL HAVE MAXIMUM BEAM PENETRATIONS WITHIN PLENUM . CEILING SPACE SHALL BE CLEAR OF OBSTRUCTIONS FOR RETURN AIR TO TRAVEL BACK . TO FAN COIL. 10 . ALL EXHAUST OPENINGS SHALL BE MINIMUM 10' -0 " FROM AIR INTAKE AND MINIMUM Flack + Kurtz Inc. 3' - 0" FROM OPERABLE WINDOWS. 405 Howard St.,Suite 500 11 . SSD FOR BEAM PENETRATION REQUIREMENTS. COORDINATE WITH OTHER TRADES FOR Tel (415) � 398 3833 � 05 PENETRATION LOCATIONS. Fax (415) 433-5311 12 . ALL INLINE EXHAUST FANS ABOVE CEILING SHALL HAVE ACCESS PANELS . SEE RCHITECTURAL DRAWINGS FOR DETAILS . ■ WSP � .� � �r " NUMBERED NOTES � CEF � A ISSUE/REVISION DATE NO O CEF , 2 CD PERMIT SET 010CT07 B PROGRESS SET 260CT07 CEF O3 C TOV RESPONSE 17DEC07 TOV RESPONSE 11 FEB08 4 TIE TO KITCHEN HOOD . OWNER REVIEW 16APR08 O5 ISOLATED RETURN AIR PLENUM IN CEILING . SEE DRAWING A. 13 .01 FOR PLENUM CONSTRUCTION DOCUMENTS oeAU�os CONSTRUCTION DETAILS. TOV UPDATE a6NOV08 1 O INTERLOCK CONTROL DAMPER WITH KITCHEN EXHAUST HOOD AND FAN COIL UNIT. TOV UPDATE 06MAR09 2 ��'�., .!`�«�--..,T �,...«...,w w......,..,,�.. �,-.......�.� r'^""..,. ^�•^w 7 TIE HW/R TO RADIANT MANIFOLD. SEE RADIANT ZONING PLANS. �`� ;:# '�: ;� �'>, �` ;� �`+ r� y� "�> �f f,, � �` �':. '`; �� y,. 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ALL MECHANICAL EQUIPMENT AND SHUT-OFF VALVES SHALL BE WITHIN REMOVABLE � ' € ��' � i �'��^�,�..��,� °�. � 3 r ..�w� '� `� CEILING BY ARCHITECT, SAD. r � „ � � � � �' � i '� � , �..�:...,. `�s :.,. <,, t ; � �.,� E ., � <<�,• s�".� -.'".�, � . :'�''3: ��5 *°} f� ,Ki 4�. i� ,F.: f4 ) S { j ' , S . (.iI 9 "�::�:�vitY..+a.M1 2. PROVIDE YOUNG REGULATORS TO ALL VOLUME DAMPERS WITHIN INACCESSIBLE CEILINGS. � € � s � �� >>- ,:: �, . �� . � t � � � £ ��:...�..o ��y %�� . � A rc h � t ts j 'r..., � 3. ALL DUCTWORK PENETRATIONS AT EXTERIOR WALLS SHALL CONNECT TO ARCHITECTURAL £ t F ; � � �"�'"��" `�, LOUVER . REFER TO DETAILS AND SAD. EE {{ f f � � t 3 f i � � � S v. y�.r.�...�........�., 4. PROVIDE BLANK- OFF SECTIONS BETWEEN LINEAR DIFFUSERS FOR CONTINUOUS � � p � t 3 � ,�q 3 �.-.�a.� „r�F � 3` �� 5 i f..fiiirTi�}.iiif)l...i S� %i.RiHkii;ife.:' ��):'�fii�Efff;'4 �S_ B . �.,:. . , # �`y $ ( <� % ,N, L D � :,, , °�.',., E , o APPEARANCE . ; z.� ;.... :-., ��_.k_... � �- < � � 4p �> :�_ ?{ f ,, ,«,,m ,: �`�;:.': ,., "��::# � � -. .�,. i h,�� ` ii //� 5" 3 C # ,Ery : .^T. : S :°o°' / 4 ...G �,F � 1 g �� ' �� . . '','. f 3 2. 3 S �.,5 5�: 5�.,'. 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ALL DUCTWORK PENETRATIONS AT EXTERIOR WALLS SHALL CONNECT TO ARCHITECTURAL I,�°� M °'��4 ; � , � '`�., £ `� �'�-�.� �aya^T, � � ; �F, ��. { � ,< , °�°;.� ,�' � ; �,..m....,, ( LOUVER . REFER TO DETAILS AND SAD. � ; rr��' �; �� ' �� £ � � �. � ��;`��` �. ,. '�, *�' \ �2'°�° �... m.... ..�........_._.m..... �.. .�.. �� ,'-. .��`�° �.... �...�..........m...... �..... m....m.�...�. �...... _ ,` f _ �_ �..�..... _.. � °° �� _� �... ,:.;. : .::;.. .., �........ ....... ......... ................{< ... > �r��z.`•i-'�..�l� mm �.... .�.�, ...... �.�...... � �..... ....�....., m..... �.�.... .,.............. �..�. �.5....., �..... � ,� �...... ...�.�..............,... .,...... �.......... ,,........................ ....... .............�.�........ ..4,�..,...�{:r.r..o. . .:,.,f '"""'�",....i' ...;....•.... .�"a, ....Ti.;'�;;«< �....... ....�.�...., ............. f%f4 l 4. 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O Q �. SD �� SMOKE DAMPER Q I--- � Q Q � . J WO w � J � O � 0 � �j U � CONTROL SYSTEM ARCHITECTURE Q J � , � w _ � " NO SCALE � Q — � � � _ �— Q J O � SOLARIS CONTROLS ��!lI�V�/El� �� S�P 11 2dpg E.�I p@ 1 h S �k PLOTTED DAC CHK'D BY PT � COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � SHEEfNUM6ER . � � D . P.A. PROJECT # 06232 . 00 , - . . � SEQUENCE OF OPERATION ELEVATOR 1 NUMBERED NOTES � ' . - � Archit ts BO 1 . UL LISTED SMOKE DAMPER. DAMPER SHALL BE POWERED CLOSED , FAIL OPEN . PROVIDE A. SEE NUMBERED NOTES 7 , 8, AND 9 BELOW. TWO DAMPER POSITION END SWITCHES TO VERIFY STATUS TO THE FIRE FIGHTERS' B� TO FIRE BI SMOKE CONTROL PANEL AND PROVIDE THE SAME SIGNALS TO THE BMS. NO (CLOSED) ALARM DUCT— MOUNTED SMOKE DETECT IS REQUIRED . 5 BI � P BO FROM FIRE 2 . THE OISTWAY VENT DAMPER LOCATED AT THE TOP OF EACH ELEVATOR HOISTWAY SWITCH SHAL E FIRE ALARM SYSTEM TO OPEN WHEN THE SMOKE (OPEN) FIGHTERS' SMOKE �;�-�.��. ,...,��;��,� MOTORIZED DAMPER ( N .C.) DETECTOR IN THE HOISTWAY D TES AN ALARM TO THE FIRE so N .o. CONTROL PANEL � _ �;� SEQUENCE OF OPERATION ( ELEVATOR # 4 & # 5 HOISTWAY PRESSURIZATION 5 ALARM CONTROL PANEL. THE HOISTWAY VENT DAMPER FOR HOISTWAY #4 AND #5 CAN � / i , � BE OPENED OR CLOSED WHEN THE FIRE FIGHTERS' SMOKE OUTSIDE � = t AIR LOW HIGH � ' � / � � A. REFER TO THE SMOKE CONTROL RATIONAL ANALYSIS PREPARED BY SCHIRMER CONTROL PANEL. 5 �` ENGINEERING CORPORATION FOR THIS PROJECT. � �=��"'�' � �� f° 3. A SMOKE DETECTOR LOCATED NEAR THE ELEVATOR DOOR AT EACH LEVEL SHALL BE NOTE 1 i, £:. � LOCAL ={ PROVIDED , INSTALLED, AND MONITORED BY THE FIRE ALARM SYSTEM . ON ALARM NOTE 5 `��` � :r HOISTWAY VENT DAMPER B. ON A SIGNAL FROM THE FIRE ALARM CONTROL PANEL OR MANUAL OVERRIDE SIGNAL ' DISCONNECT � � € < CONDITION , THE FIRE ALARM CONTROL PANEL SHALL SEND A START SIGNAL TO THE � �` FROM THE FIRE FIGHTERS' SMOKE CONTROL PANEL, THE OUTSIDE AIR DAMPER SHALL 'i FROM POWER f.�� :� ELEVATOR HOISTWAY PRESSURIZATION FAN VIA THE BMS. REFER TO THE SMOKE ;, ROOF BMS VFD � DIV. 16) ; � �� R END SWITCH OPEN ( 15 SECONDS MAXIMUM OPENING P� RIOD) AND SHALL BE CONTROLLED VIA THE CONTROL RATIONAL ANALYSIS SEQUENCE OF OPERATION MATRIX (APPENDIX C) FOR FAN �, � . . _ �., .. . . . s..:: .....:_., .... _. .... , .. .� ., ..,. , ,. D, n..., ,_.� .. .F. : . . . . ._._ ,,,,,, .._..r..................Y ..� . _._.�...�..�.. .....:� ,; r ,.. . . ..� � ,,. : , . ; ; ; . �..,... , ,. .., , ,, �. , ., .. ,.,..:.,...�.....,.r�.,.�_... .: : .: ..�.. k., . ., .,,.� .., v;N,,,;,,.. .. , .,.Yy .r. .,: o , , , , , .� .. , � . t: .,.. . , , FIRE ALARM CONTROL PANEL. A FAN START SIGNAL SHALL ALSO BE SENT TO THE BMS F:: f ,�, ., ..� < . r..;.. _ - � s � � INITIATION . REFER TO FIRE ALARM DRAWINGS FOR TOTAL QUANTITY AND LOCATION OF J�..� r`.^ ? r � . , di .� � Ff f � ,�: "'� ek'� 3 v! /Fio-. - Wd akf^f . j �i, ... �d....s.�u...�d.... u.......F..... . xv�:.$..F...M....� . • «...d..�6.ii.:..`.nmi..!}rv::..�i rv:i.Rra.h�'f..F....:}G«.rc..i...�... ..., , ,....,.. . .. .................�.. . ..,.. , ,...... >.....�..F........... M.� ...>..;...,.N.:.k...x.............,. . ;. . .....,........... «. .. _> �:. .. ..1 f ; . FOR THE FAN TO START. �_ _ .. ... _..... .» . ... .. .. ... �. .. . ... . ....�...._ .�__ ... ... �.m �... � .. .» .. ._ _ .. �..0 ...�.,� �,�.._ ... . .. .. . . . .. . m�. .. ... ..... .___ . . ;�'' S T °` ` _ T .. .W .._ �� ... T�.mT ,. 4 .� z,.. , .. � . . , ,. . . .., . ,. . .. ., � . ,. .. , , .. . . , ,. .. , _ : � � �� SMOKE DETECTORS a + ur z ��°` , FI ck K t Inc. .�......._...�..r._,. _�... ...__..�.�. .�.-.---._. _�. _. ._�... .. �_ ,.. ... _ � ._ _...__ __ .. _._. .�.....�..... �__. .�_.._ �.. . , �.� .� �..._.� .� .� �....�_ �. _�� :,�� : f ;�.< �`� S � `� BI OPEN TO FIRE FIGHTERS' C . ON CONFIRMATION OF THE OUTSIDE AIR DAMPER OPENING SUCCESSFULLY, THROUGH A 405 Howard St ,swte 500 ` _ � � � 4. A SMOKE DETECTOR LOCATED AT THE TOP OF THE ELEVATOR HOISTWAY SHALL BE San Francisco, CA 94t05 � � SMOKE CONTROL PANEL DAMPER END SWITCH ON THE OUTSIDE AIR DAMPER, THE FAN SHALL START AND AN PROVIDED, INSTALLED, AND MONITORED BY THE FIRE ALARM CONTROL PANEL. ON Tel (415) 398-3833 � � REF � Fax (415) 433-5311 INDICATOR LIGHT AT THE FIRE FIGHTERS SMOKE CONTROL PANEL SHALL CONFIRM ALARM CONDITION , THE FIRE ALARM SYSTEM SHALL SEND A STOP SIGNAL TO THf 2 ; , �� DAMPER POSITION . CONFIRMATION OF FAN OPERATION VIA THE DIFFERENTIAL PRESSURE ELEVATOR HOISTWAY PRESSURIZATION FAN VIA THE BMS . ` ' � `` 5 SWITCH (SWITCH SETTING AT 0 .5" W.C.), SHALL BE SENT TO THE BMS AND TO THE z 5 �� NOTE 10 FIRE FIGHTERS' SMOKE CONTROL PANEL. 5. THE LOCAL DISCONNECT SHALL BE THE ONLY MEANS OF FAN ISOLATION . THE � WSP � � �, �,r � ' ' �"' DISCONNECT AND H —O —A FUNCTION OF THE VFD SHALL BE REMOVED OR DISABLED. F ' � D . THE FAN SHALL OPERATE TO MAINTAIN DIFFERENTIAL PRESSURE IN THE HOISTWAY , '� ,�r::; LEVEL 8 : , BETWEEN 0 . 04" AND 0.06" WG THE TOTAL AIRFLOW WILL BE REQUIRED TO BE 6 . A TEMPERATURE SENSOR SHALL BE LOCATED AT THE TOP OF EACH ELEVATOR , ..,�� . ---...... .. ..�... . . . . �� « . . ... . .. .... .. .. .... . . .. .� ..�. _. . a..m. . ....� .. � .. .m . . «.«m... ..«... ..- .-- - .._ .. .... .. ..... . .. .... «<.._. . «< .«« ..... �......_ . . _ . .._... . .. . . . ..�.. ..... ._ « .... .�... .... ..._.,._�.....�.. _ , , ...... � . . F .. ...�......................�....�.................................. ........ �9 5., tf .Y ° � //'�f�i:F� �: ft4�r. ?" m c '+Tr �. �ff . � � �c5 F ` i ` � f � ^ ,YVy ., iG� n e Caiy�, �i _ �i:'. f 4° *i a f S I ef� .LL ",.9 ♦ '4` °.-dw.n Y` � )i^` �� i">. �� r y = �� -< ��.-•� ,� -� � HOISTWAY AND REPORTED TO THE BMS AND RELAYED TO A SEPARATE INDICATOR PANEL ..•f� t, 'd : 'r`Fl`P, e o : ' � 0. " .7 '.: : ��t � ci .t � �°i�". w a�' i+� .i• s .. . .,. . . . _.. . . . .�,.. . . . . . . ... ., .. .s.,.s�. .. ..,....,.... � ..,...,....:"y....,.,....>. ?._...,.......,. :�� S EED LOCKED TO THAT � .. � -._, : , .�. . , , .. .� � . : . : .., .r .. -,. . .�, :. .. � _ ,,� . . . ; :�: -;;w��.;,�_.:. � �.�.::;.�: ......,.,� � :�.�::��,�.. .:_. .- - ..,�...�..�.� .,::�,.. , _...,.�.,��,�.,. N:,,;_,..:._...,.�.,.::.:.:;.. ,_.,:�:�..�:�..�..�.��. ._.��..: �,: .., s ....:� ; . . . � �r::..... ....: �> . . - .:;' D MINED DURING COMMISSIONING AND THE FAN VFD P , .,,r.�, � � u.,.,M. ETER - ... � IN THE FIR E COMMAND CENTER ON AN LED DISPLAY SCREEN . � � �...._.. . ._ . . .... .... . . .... .....��.._............... SSU E ._...__�.._�.............�..,_�..�.._._ ..... . _, ,._.....,,�., .,.. .--- ._� �...,.._.............._._..____.__......�......._..._............_.�._..�....._..... . . .. . .�.. n_._...._...., .. .. .......... .. . .. . . ... ..._-_- __. - .- . .; - THE DIFFERENTIAL PRE R ....«.._�.�. .��m � .. .� .�..... ... . .. . .. ..... . ..�.� ...m....................._......... «.........._.......................... ...�....... ....�. .... . ... .� ..... . ..� . .� ..� . .. ... ... .. _ . . . .. .,�.. � . . . AIRFLOW. POSITIVE CONFIRMATION OF AIR FLOW VIA . � . . . ... - -- - . �. . . . . .. .. ... ......m.......�............ � ;'` � SENSOR SHALL LIGHT AN INDICATOR LIGHT AT THE FIRE FIGHTERS' SMOKE CONTROL 7 . A SMOKE DETECTOR LOCATED AT THE TOP OF THE ELEVATOR HOISTWAY SHALL BE f � PANE�_ PROVIDED , INSTALLED AND MONITORED BY THE FIRE ALARM CO 5 � ALARM CONDITION THE FIRE ALARM SYSTEM SHALL OPEN THE HOISTWAY VENT DAMPER . � F , � E. ON RECEIPT OF A FAN —OFF SIGNAL (MANUAL OFF FROM THE FIRE FIGHTERS ' SMOKE ' ISSUEIREVISION DATE NO � �� CONTROL PANEL OR HOISTWAY SMOKE DETECTION FROM THE FIRE ALARM CONTROL 8 , 5 '` } HOISTWAY VENT DAMPE LOCATED AT THE TOP OF EACH ELEVATOR HOISTWAY � ;_;: � � PANEL) THE FAN SHALL STOP AND THE OUTSIDE AIR DAMPER SHALL REMAIN OPEN . PROGRESS SET 2socTO� SH HE FIRE ALARM CONTROL PANEL TO OPEN WHEN THE ` �`' SMOKE DETECTOR IN THE HOISTWAY DETECTS SMOKE AND INITIATES AN ALARM TO THE TOVRESPONSE 17DEC07 € '%= F. ON OPERATION OF ANY HOISTWAY PRESSURIZATION FAN , AHU - 1 , EF- 11 , EF- 12 , AND � �%; FIRE ALARM CONTROL PANEL OR WHEN A SMOKE DETECTOR AT ANY LOBBY SENSES AN � . j;.�£ EF- 13 SHALL STOP. LEVEL 7 � � ALARM CONDITION VIA THE FIRE ALARM CONTROL PANEL. TYPICAL FOR ELEVATOR # 1 TOVRESPONSE 11FEB08 �M � } .... �..f i.. .... ....... ......:......... .......... .....................�,�..., j/,,., ..f F�.,.�� v� r�a%..�., xv-�^WVFf"„' . ,...,,,r;/..�......rr rc .� /�� .�.�.,j.,.r...�„< , v r,.-�cw � r2x�Ks';"Yii`r„r.^_� ; ..w�,..:.�..�..,..,,»...�.,..;�,y � G /3, 5 . , q f .j" !>...,. 'R^'..v..... '�'Y.'•�+%-+r,r v..;vwvny'Y-.!N<•,i •Sj 2 plf./�' q ""`l')'< rv�u . f. S � 1 � N 0. R Mi . ll.r �i;y v..%� �.k°' n 2� � ..Y ..v�y <F �]l'i � yA•••. �° �)� � a L IE4� \ .' i�c. �. b:'.? < � � ) A / A � S �; Y p� k V � � p b Yvn Y %' L% ..0 � $ : :� . .. ��" :, .. � _.� � t, • . � , . , . = A . i.wv�al. s. ,... . ..�.....F.�....IkI....H.a.,.:..Y..Y...`,..5.3e.�.:�,�.a..S.�,�..,..,.....«o-..n.......1.:....ar......:....n.enr.}..,,.,...,,,.,�,u,'.,.,,,,w,.,x,�.,..�,..£.:�.f�,.,.c� .,..�.. � m..ms,,.w�.......x:....:......::...: .:.t:.:, ',.,,...e. . ,......., .:.:� a �.�.� ..�.....f:m.:,:.A,aw,,..,:.`�......i2,.>.... 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A SMOKE DETECTOR LOCATED NEAR THE ELEVATOR DOOR AT EACH LEVEL SHALL BE CONSTRUCTION DOCUMENTS osAU�os � � �; PROVIDED , INSTALLED, AND MONITORED BY THE FIRE ALARM SY E . 0 A R � `'' CONDITION , THE FIRE ALARM CONTROL PANEL SHALL OPEN THE HOISTWAY VENT DAMPER 5 TOV UPDATE os►vovos � F , f:: : � ; �� AND LIGHT AN INDICATOR LIGHT ON THE FIRE ALARM CONTROL . � � � SMOKE CONTROL RATIONAL ANALYSIS SE QUENCE OF OPERATION MATRIX (APPENDIX C) TOV UPDATE � o�ECOS z ` ' .� P E N T H O U S E E X H A U S T V E N T FOR FAN INITIATION REFER TO FIRE ALARM DRAWINGS FOR TOTAL QUANTITY AND € � , (24x24 THROAT) RUSKIN WIH , LOCATION OF SMOKE DETECTORS. TOV UPDATE 19DEC08 s r�=i��{�:.:.:' :x�: � , g£ !;:�; ;�� ALUMINIUM W/ �" MESH SCREE TOVUPDATE 22APROS 4 � � � 120V MOTORIZED DAMPER N .O. °-'y �s � HOISTWAY VENT � 0. DESIGN AIRFLOW IS 8 ,200 CFM . AIRFLOW TO BE ADJUSTED DURING COMMISSIONING AS � , _::: LEVEL 6 F � � REQ IRED . � �� U �. ...m...m...m.... .................................m.�«..�«..m . . .. . �. �yy, , t,,�: 0 PDATE �� :::.:, >.,.�.mk�, «_...,,:.r..�.,,.,<.., .:.,.,.�..�......._.... .. ., A 09 5 ...,.< . ................�.,,:.., f •: : -�. - 1 � �> ., :; �. ,..,.;{4;, . # d. �S . k r.r.... � o., r� f`� .7:� .�f. ...�.». � �..K Y"tr�q..rg........f......r. ; .� � W .<, r <° �. , .., � �. � . ,, .,. , . ,y _ >. . £. �,.=s - - �� DAMPER NOTE 8 / � ^ YA : I•'� � l ' � � ' .i . <o �4 • >t. � ('� `:��i": u � / . l.y �..o _� . . . . .. . �. .v.. e . a . .. l � . L. .. t..�.. . . . . . . 4J ai. i . . . . . . . . n.n . � . .. .. . ..... . . .i>.ni .. . .... . n . . . . J/`..... .D..Sn .. 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ALL CONTROLS WIRING FOR SMOKE CONTROL IS TO BE IN CONDUIT AND ALL CONTROLS ; � � CONTROL PANEL °' �'; FIGHTERS' SMOKE EQUIPMENT RELATIVE TO SMOKE CONTROL IS TO BE IN A 2— HOUR RATED ENCLOSURE. ;..� �£ * � No 22114 yk ; � � t ;;;£ CONTROL PANEL CONTROLS EQUIPMENT INCLUDES THOSE PARTS OF THE BUILDING MANAGEMENT SYSTEM f f� �� ' (BMS) THAT MONITOR OR CONTROL SMOKE CONTROL COMPONENTS (MONITOR OR �, � SLAB $ f� � ;� CONTROL: DIFFERENTIAL PRESSURE SWITCHES, DIFFERENTIAL PRESSURE SENSORS, �'j►,� s��1VAl �� (TYP) f � ;� � �� f VARIABLE FREQUENCY DRIVES, OUTSIDE AIR DAMPERS, ELEVATOR VENTS, ETC .) rF oF cA� �-f�: LEVEL 5 € / 5- ROOF , �;_„ _„_„_.�.,_....�..._.. � ; :::. �......_.�.. .. .............._....�..... .. � .�...._.._ :< <u. _�._ M � �. . _ .� . ..,, . ,..�.. . .,_._. , .< Y.. 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ON A SIGNAL FROM THE FIRE ALARM CONTROL PANEL OR MANUAL OVERRIDE SIGNAL �` ;� TO FIRE ,�,�, � � ALARM � FROM THE FIRE FIGHTERS ' SMOKE CONTROL PANEL, THE OUTSIDE AIR DAMPER SHALL > �; =i% � OPEN ( 15 SECONDS MAXIMUM OPENING PERIOD) AND SHALL BE CONTROLLED VIA THE ��r � '�` FIRE ALARM CONTROL PANEL. A FAN START SIGNAL SHALL ALSO BE SENT TO THE BMS ISSUEIREVISION DATE NO POWER �°` �� - i� � �! � P ;:iE ( DIV. 16) �'� ` � ' 3� NOTE 4 FOR THE FAN TO START. _�:; SWITCH �:� PROGRESS SET 260CT07 NOTE 5 �i; :� �%z C . ON CONFIRMATION OF OUTSIDE AIR DAMPER OPENING SUCCESSFULLY THROUGH A �'' ` � {�� TOV RESPONSE 17DEC07 �':, HIGH �` �t 2 DAMPER END SWITCH ON THE OUTSIDE AIR DAMPER , THE FAN SHALL START AND AN , ��' �� Ar � INDICATOR LIGHT AT THE FIRE FIGHTERS ' SMOKE CONTROL PANEL SHALL CONFIRM ,'-:::. ROOF � .. {: {�;,._ ,_.... .. �........��.. Y, DAMPER POSITION . CONFIRMATION OF FAN OPERATION VIA THE DIFFERENTIAL PRESSURE 11FEB08 .... ..........................w.,......�...............,.........�.� yp�;r.........rr...Y"�'... ,.,�,.>y„.� z;wv .. .,t... , �.;-x<v�ryvrr�y�e.µ..�..,�,. ...;�.m i �� `f<. :F�%j.•F. m��-r_.5.-,s..�»�r ,<J xm� Y � iti "r' �: '�"^'�'p"^b �a: ' . �............ ....., v'....7�"•. 4s r ' ��.1� S . 5 0.. f a 'b . Te+;�:°.r,.s`o . . E a• r ]'i ,...�i� .��. �S, �. � ✓./C. Fy . �d'i . �.n +£ ' i ` L'� . A s .d a . A � .•• Y . f:�.i k, ix . Q � Y ' f ' : 9.•V4,� Z�' .Y :rv':.y: �?.++ � / Y . f • y � G" " Y . >: a5' ) n ; k.6 ` 4 ` N 'q � < K ,...,..�..,.......bfmmS�.,.�n.aa.,�..u..,«..a,v,a,k3..,.:,.u,...,�.,°.,,:%: !! . .. .. . ...»..x....d.......H..i.nhx...i.i>:i:.�M. ..Jm+rcim.$x.9.m..��v.rvi. /- • a� .. . �::i::: .. iI ' r � A � • :. •.iJ � . a ^ � j' `y . � nLc.,c:.s....a..:,.'.,:..:;f.,.R>.4�vr.a,..:�i�..%.:...�. �....,v.:-...':...' > .�,in:`.A...e,:w.,.e,:..a,.7.,,...,:1,'i..',i'::i <:>._..°,�.-...,....4,.:,..,.e....r.i.'... ... > � . .1'..: r".. . � `' . � r,. .. � ' 3 ��{� " � �!� �'°°�:;� ;. -.k � ` °�� ° SWITCH SWITCH SETTING AT 0.5 W. C. , SHALL BE INDICATED AT THE FIRE FIGHTERS OWNERREVIEW 16APR08 � : k €.......��...;;....m.�µ.;.�.....m,.. :�.....:m:: � W�:.�..�--W... �.:m::.�-:�m....... ,,.�,M._,,�»w,....,m�....... M,,.......�..�..m y�.m �.��;�.��;�—�w..W W�_-�.....�,.�__....�.�� r:r; ; 3,_,; $ .._. ,.,. ,.,.V...,. .�.. � m � r :. t_F< m.m � SMOKE CONTROL PANEL. osAUCOs � � Yr �" 5"'y ji CONSTRUCTION DOCUMENTS �. . ,,,, ;m. :_ ; NOTE 2 f . :� �... S ._ � �� °�°��...t ; �: AI D . THE FAN SHALL OPERATE TO MAINTAIN DIFFERENTIAL PRESSURE IN THE STAIRWAY � � ''° '`"' y" ' DP SENSOR TOV UPDATE 06NOV08 1 '°'°T�-�- %'� BETWEEN 0 . 15" AND 0 .40 " WG BY VARYING FAN SPEED VIA THE BMS . THE CONTROL � �:. �,. ��.. - � �< '�:.��--;� REF ALGORITHM SHALL BE DERIVED DURING SYSTEM COMMISSIONING. REFER TO SMOKE TOVUPDATE � o�ECOS 2 � ., �. 900 CFM r��-�� $�� „ „ � ,:�- � ��t -.- # CONTROL RATIONAL ANALYSIS AIR CAPACITY. POSITIVE CONFIRMATION OF AIR FLOW � �;_� NOTE 7 r^ ; ;.�; TOV UPDATE 19DEC08 3 �; ° ,. ,...,,,f ;�= VIA THE DIFFERENTIAL PRESSURE SENSOR SHALL LIGHT AN INDICATOR LIGHT AT THE �� ` ` ' ""�``f �f:� FIRE FIGHTERS' SMOKE CONTROL PANEL. TOVUPDATE 22APR09 4 y, t��f 5 . ,. +, r..; f r°-�5 £+� � � ....1 ,-�� LEVEL 6 , �� '// � E. ON RECEIPT OF A FAN — OFF SIGNAL (MANUAL OFF FROM THE FIRE ALARM CONTROL TOV UPDATE 11AUG09 s .. .�.�...�«........«.....�..�..m�.....m .� .� �.� m.m.. ..,v,....,........ � .,,.. .,,.�... .�,.ry�; .-c�...F. . «...,�^'c.,�., �.F., �..�.f..�,.i- ..,-,,.,g.-..m f //,�� f.... S.<� oq..�,. y .. ,�...Cn . .i^'?°.:. .;95' I'�� % ./. ��' .,.U� ...�« f.t.rr �^sje. � �_ ;r� ° /f Y. 4�..,. +`! `� K •l<i Y� k` �rsF «Y« �/.`F� � C � •�Y�� e �f .' )� ♦ ��,f $ .2 d'l - ,aY.0 ✓ f Y . 5' . �..., i �`,i'" � • � r,� r {' '.� : `�.F�:. +f ":r e ��i�~AM��' O � f`�lV � ...� ♦ nf ' � � � . . . . `(.�v . . i. � . .. ✓ . i. � . ....... n . .aa ).+sim..i. i )A�i.3:1�u. » ♦ > . . .. �.� .i .�..f ri. ° �` i:f en`'>. �.1�`�° )".. . .. uo.. ..4yq)..ru.. ..... .^r../... �;� _,�,...� .,..�. .,. .. �,. ,.. .u.�.,,w.�.:_ ;; ,;�a,, �:�:,,.,.v,.��,,:� ,.._..,.w,,,� ,w:=,.,. ,�..;;�;.�,,,.°:..a._,....`=.. ,.. ,.�:; ..�,..�..,,�.`,.�,..:�Y.::�:>� : . . . ,.,,..,..�,...� ,.� < ��::; ,,� � ��. PANEL OR STAIRWAY SMOKE DETECTION FROM THE FIRE ALARM CONTROL PANEL THE :: : �� - �� . , .. . . • ; r , , ) ,y..,: . � <. , , , .. . .. . . - `._�:, f , .� .� . . . . 5 r{ < 1 E �"'�3 s � .....�.................._,.,,. ,.. ' � � «............................................ ,:;;;.;.:.<,.:.;.,,,..,,,.,,,,,.,,,_N ,,, ,. ;--;,,�.�::-.....,-: : .......-....:.....�:..- .--.�.-.............-:-.—..—::�..m..-...-:....-.-.--.:-......�.� N... ...,HM_.�:,.......................:.-.-.::-;.�-::::...�., .,,. ...,...........-.....:..:-...:.�:-:::.-.�;::: -� ..;.: < , ALL CLOSE. ' f/; ,� �'; �,.,; �� FAN SHALL STOP AND THE OUTSIDE AIR DAMP R ° ,, �' `�; -�£ NOTE 2 S �-�= ; .:� � %� ��, i� AI F. ON OPERATION OF ANY STAIRWAY PRESSURIZATION FAN , AHU - 1 , EF- 11 , EF- 12, AND G�,PRK � ' B/�, �° � —> '`�' -- ;�' DP SENSOR �, � �::.� � EF- 13 SHALL STOP. �.... �. ....; � �G, � ` �� 1 ,000 CFM { � REF t,� ,`�; NOTE 7 s .�..� i ,3 � * � No 22114 � * L+Y � �iin[.r.R �: � �� NUMBERED NOTES �'s��ua� �'� � 0� �9 � $ . / � f y../: L �'� �� ' - LEVEL 5 f ` l � OF C0�- .... nwi . x�i i� iiiun �ui �ux vi x i�m iipYiiR ..f f'. ' G "^C'"'.. ..yF.ir y.: qP'4�nnn��Mioii xV�e qW�Y�^� °'!i1"':' ".'lv .i<eii �iy if�•l i '�'NeP pj`.�.y.vYm�.F ,y /hv i�/i. � v YS �i�n/+ ��( � . .�_::_"'y.. � a v '�c'e"'G f V..f.i! -4'c i,. � .�''..... .., .� k '6 n 'xa '>LY . //»f'.'�i1 b ' .� .�� , k"� r w k� * � '�//. l .�"� �K� ' !:f. ^'y. . ° (:'.• . py�;� ,r F . P`•` o�... y ':.'y� .'� �:o w • ` ' �.iy o..? x � ? ya�� tip ��'� p %4r .,. , ^ o otV `"a.+°r > r n > .. . t. •`) �.,%.� f¢ ` S ••i' %.; . �� % 'i . '+ ia � , ��`., .M , . . e.°jF:m�. d �F...�.if.S..m.m�:f i e �. i iM�.ix��')iii v} ��.�v � � i< < � � �}. .i.xe.cu.....m.wvYA.i.u.iiY ilui.CwvJ�i�fiiiiikiFv/i>'vlAiiiiu`ii%.n .°viM1�ZvFio. xh «.eAt).i.e..o-�..�FiJFife.�iAe.�m..eh.ii.�m+�nekrci.vuu�Zai%uM' �dvL . «d.d..fi.r.F.�S:i%R..}rv.S/rcFii/iuuiiib�iviFoiv!y�•• •n G ��iyiw q.iir � . .... w ��f � x• � 5::� . m '.i:.:. i { � iJ .� l`<� � �ii�� ! �.�� Y i � i� � � ' �:.--_.�::..� T.�:�:m:�-:.�;. ..�Wm;.��::::-.m:.mmm,�m �_ _ _�_��..�;. ��..-✓-�.-��:�m�.��H �:�;...��:�.....»�::- : ..�.�.... � � .�;�..:;::.-:::-..:::.mmm��.;;€� � � j�� CFM �.� .�..:.:::::.:::::::..�:._�_. _.m�_..��....m.�mm.�.._.m .:�� 1 . U MPER . EN OSED, FAI OPEN . � L LISTED SMOKE DA D DAMPER SHALL BE POWERED CL L ` ` ' '�.' � PROVIDE TWO DAMPER POSITION SWITCHES TO VERIFY STATUS TO FIRE ALARM CONTROL S �: �- NOTE 7,�n,,, fs...� NOTE 2 � � � ` � ---- ;f� A� PANEL AND PROVIDE THE SAME SIGNALS TO THE BMS . NO DUCT— MOUNTED SMOKE `� � � � DP SENSOR DETECTOR IS REQUIRED. ; ., —� ;'' € \� �� NOTE 3 � "�� `��...� REF (n(p) � �' ,N�} 2. A DIFFERENTIAL PRESSURE SENSOR SHALL BE INSTALLED AT EACH ��FLOOR LEVEL, � �s, }�� :` MONITORING DIF'�'ERENTIAL PRESSURE RANGES FROM 0 WG TO 0 .5 WG . DIFFERENTIAL � ` � � � ' � `f$ PRESSURE TO BE MAINTAINED AT 0. 15" TO 0.40" WG WITH ALL SENSORS MONITORED VIA �✓:: ,....� , x ~-- VOLUME DAMPER , SEE THE BMS. FAN VFD SPEED TO BE CONTROLLED TO MAINTAIN SET POINT VIA ALGORITHM r` �y f�} . � '�" NOTE 6 (TYP) DERIVED DURING SYSTEM COMMISSIONING. REFER TO SMOKE CONTROL RATIONAL �, LEVEL 4 .�.°:�.. �`._ � �� " " .�...�;r,�.�. ...m ......�....�...............��.�.........n..... ....� ,..s.,...... . { ,�.u�. .�� . ,a...�F.y.., v.,:. < <. ...�.v......m......,.:.,..,.,.�..� ANALYSIS AIR CAPACITY. ,.� . E_. ,..�„ «,...::.........y�,..�.,.,e�.,�; ..,,... .;.;,Q.a,,,,my..�,: �.,-., i M r 4. •.'J . �f'}�� f „Xr14 � ..5.. ' T:kT 'x o F .. F. ' ��G......... l ..Y� ' . 'y. �_.. �il< t 4'.:� J� : L ' .rJQ, ` ` [ � 1 . 5 Aln e ' .. +ty.. �.�: L�d . l„ �'£�� t 7` tt � . � >.. • %h . ..� � �v./ °s� t aM � t "�[ •C ,>P � `f • �� (Y��rv�. dy ..Y'Y F v i ." .>. : . 1.5a .. e .. . . . . ' � ... . �: . . . . . i/. m ,.T.. . � . . . r � . .,.... i.....» .. >. ��' .n. ..i,! .......�...............».. .» .»...�...> ..':>�., .,, . .,.. ...:�i«.. Y.,, �, i.rn`...E.J...:c�..h,,;,_., ......�........•. i'"" . . . ........ ..i...s.�'t...,..,{« E...a....�,'a..n.°%s.,�.,a.r,>;,s:,,..�+. .. . . .....,......,.n,., i.v. . . .,. J..U.I.9'.o. sz.. '" `�� ' : ' ' ° � `'.• . ' .. . _ _ _ _ t +4 " :� '. • " �' a 3 .. , " .,' � . . . .� x . _ . .. „ . ; . r . > .,. .. .. .G . : . ••�-f,ra�. .,._. .�. • : 5 3: ; ;:: ' ,..., t: / £. . . . .. .. . ... . . .. . . . . . �.. ...«.�................,..........,,.,,.,.,,,.,.., . ,H. . .. .. „ «, . .... ....... ,.................,_.,,...,m,..,_,,,..,,,,,._,....,.,.....,,,,,.,,....,. ..,.,,,,, . . .�,,._.,...,..............._�..n...._............,,_,....�..,. .Z f^^� /a . ,..,. , .. « . .. ,... . . ...........�.....................�. s... ._....__.� � .._...__.....m_ �_.�__-_-_---m�..� �.. � .. ...�..... _ .�� __.._._.� �. �.�._ �..._.� �..�m.. __ ..m.,.._.�..._......�.. .. .._� .. ... �_m m � -.._... ..... .� �_ � ' } _ � ._.� �.m---- ..� _.. �.. S 0 R LO CAT D N R TH WAY D 00 R L E L S L E , w„ T �,�_ � ... _............_ m f 3 . A MOKE DETECT E EA E STAIR AT EACH EV HA L B U .,,� , . S ` -` — NOTE 2 PROVIDED, INSTALLED, AND MONITORED BY THE FIRE ALARM SYSTEM . ON ALARM �� - € , ;�: J �.�: '€..., ;�� AI CONDITION , THE FIRE ALARM SYSTEM SHALL SEND A START SIGNAL TO THE STAIRWAY � �%- '°��,.... � DP SENSOR PRESSURIZATION FAN VIA THE BMS . REFER TO THE SMOKE CONTROL RATIONAL ANALYSIS x'' �`=�--� REF SEQUENCE OF OPERATION MATRIX (APPENDIX C) FOR FAN INITIATION . REFER TO FIRE W " ��: �:::��°° � � ti � ,r; �--,. . ALARM DRAWINGS FOR TOTAL QUANITY AND LOCATION OF SMOKE DETECTORS . _ � �-�� ':�� -�/ � L1J ' 4. A SMOKE DETECTOR LOCATED AT THE TOP OF THE STAIRWAY SHALL BE PROVIDED, I..L C� z : ,..�':;'°�r` � " ��,r" � INSTALLED � AND MONITORED BY THE FIRE ALARM SYSTEM . ON ALARM CONDITION , THE Q r ; "`< � FIRE ALARM CONTROL PANEL SHALL SEND A STOP SIGNAL TO THE STAIRWAY 0� � v....W��. LEVEL 3.._..W.. .. .. .....v....W_.�_ , �,_....,y. a.,..... ., ,..,,. __.., x..vW�.._�.. ...__....., _.<. ,.. �.,,wrc�. �,�.....�. _.�..,.�u..�...w ,,, .�r�_.�..�v_:�,.. _,.,,.. vE. . <. �.:�, ., ..,r.,�._.��.w�.,_�..,, � . ,� .. ..:,��. � ;_;». _,_�.�,. _, :...�.. ...._<�.......�..,f., �/, , ,, ,,._,.�..z� ,p..� � r� . t , ��.,.w ;, , �.� A„_p. .k µ , � � ,f-�.� ... �� f ;: �="�"v ,. �,_; .� < � �. ,>..� .< , � PRESSURIZATION FAN VIA THE BMS. �.eF ^� � � 'e '..�,• ''(' S x'�u' ,r '.•l.; � Y.ry v w. ' . ,rv ' T ��d ` 24 E 'l• •• •Y� � if .� M �r` .y F ..y � . k � !'a y. + �, s'�F' �t• ^`� H� °'� . `! : £.a > a : s4'.Tx .b/ ^,,a . 4 `��+I, .. 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THE LOCAL DISCONNECT SHALL BE THE ONLY MEANS OF FAN ISOLATION . THE O Q ::�� '��;;,-� t;� NOTE 2 DISCONNECT AND H — O—A FUNCTION OF THE VFD SHALL BE REMOVED OR DISABLED. � Q � �.,�.. :�`� AI � � �` � � DP SENSOR MANUAL VOLUME CONTROL DAMPER. �'"��_ � 6 . AIR VOLUMES TO BE ADJUSTED DURING � Q � �� ----� --� � � REF COMMISSIONING WITH THE VOLUME DAMPER LOCKED IN PLACE WITH POSITION RECORDED J W O W !� r� AT EACH DAMPER. C � � ��r � ��f� ��r� `` 5 O c O O ��` �f�° �`�' 7. DESIGN AIRFLOWS TO BE ADJUSTED DURING COMMISSIONING AS REQUIRED. t,'`, s`f.�`' �< �' ; ��`� � ~ U � . y� LEVE.�....2�m�......._..�..m....._..mmm_ ... .... `�`� �.�:::�'� � ��`£ •J•J`•v � C� f . ='`'`] m.Y`Y^"" ^ � �.. . .. .. ..... ..�.� .��f.�,. ..t..e ...(t�':, s5v v:m'n.�.....<y<. ��v�'w"'s^�^"'i^'-, v�� mwx.'..n.�T..« ..t.m �,9�:�� ..�.,..�.ou�PA"Y i•u `:� ..k.. 5 ry.,v r�i`"` .r.. ..�.� ... 2 ¢. ,dCrcA Y� �. b A ......,.. 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ALL CONTROLS WIRING FOR SMOKE CONTROL IS TO BE IN CONDUIT AND ALL CONTROLS �, Q + �': £��-':.--f „ s�x EQUIPMENT RELATIVE TO SI�OKE CONTROL IS TO BE IN A 2— HOUR RATED ENCLOSURE. > � �.°�€_ � DP SENSOR AI CONTROLS EQUIPMENT INCLUDES THOSE PARTS OF THE BUILDING MANAGEMENT SYSTEM � Q � `' � r ,. ,,�� `f REF (BMS) THAT MONITOR OR CONTROL SMOKE CONTROL COMPONENTS (MONITOR OR CONTROL: � DIFFERENTIAL PRESSURE SWITCHES, DIFFERENTIAL PRESSURE SENSORS , VARIABLE J � F...; � y �...�"" � FREQUENCY DRIVES , OUTSIDE AIR DAMPERS, ELEVATOR VENTS , ETC . ) � a- r� � � � � .� � �;# � ��' %` >... ,� LEVEL 1 � l � �`� -,.; � ��.u_�,,:,r.�..�._ _.�_...�........._.... .......... _„�.,�.. .,, _.,..�.....,._., .s ,..:�.-- Y =�`` ... ,� � Z ^a ��£iT�r . n.�. .,.,r.F..�.o ,.J f(�:irv+�y{+�v� ..�'S�..a�lFir +i+r.y��Yyr .5 y,U�..,,�y,� .,. ..�. . .�eN�u/;Y^...^�s�9"�'n' ��i-,r....r,':- � q_ .�� ^ ,..,i. . rvt'G�w+,�-..Y , ... : ��.y.'YW.ili... ...J�� . � I �i';� n .. iiYs�� 6� rFi h � //--- f �,S Y? .e�; ? fi..� 5 _.�� S:r:..;. 2ii,/ �+; e '¢ eir a .o :s4yJ ee .�Y' • n `'r .�o;'�o. i5 " � f �'�� S °%� /.i� �..t. 2 � v3�: n � ° � '•^ "F / ` y � :,3 + i 3'. .. .... ..i.w..,, a,. ...i,. 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GARAG.E._.LEVEL _.�...�.. ...m_................ .. ......._.......m ....�_._nn..m _ ..�...._.r .........�..�.�..�.m...................�. .._.._..._.�........�._...m�... �m...._�._�..._...�....�_.r .. .........._..«<.....��...�.�.........m..._...�.....�.. ..................�..___... � .... �:'..�.........�.�..�....�...�.....�...........�........�.�_�. � �.....�..__.��............�....n.,�.......��m. � SOLARIS CONTROLS SEE DRAWING M6 . 09 FOR NOTES AND SEQUENCE OF OPERATION . STAIRWAY PRESSURIZATION PLOTTED DAC CHK'D BY PT COPYRIGHT �O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS f 1 STAIR PRESSURIZATION FAN CONTROL SHEETNUMBER 0 STAI R 6 NO SCALE � � D. P.A. PROJECT # 06232 . 00 � � GENERATOR CONNECTION SCHEDULE NEC LOAD TABULATION ALL UNITS � MAIN SWITCHGEAR SCHEDULE : MS - A Total ft2 196517 SHEET QTY HP FLA �OAD (VA) Load Area Quantity VA/sf VA Remarks FIRE PUMP 1 100 98,797 General Lighting : 196517 3 589551 Per NEC Table 220-3 VOLTAGE : 277�480V, 3PH , 4W MAIN : 4000A - Small A liances 2 er unit 210. 11C BUS AMPACITY: 4000A AIC RMS: 100K • 5 PP 234 1500 351000 � ) P � ) . THEATER 50,000 Laundry Circuit 77 1500 115500 �2 � 0• > > �) BREAKER # SERVING CONNECTED DEMAND Fuse Size Switch Size • � � QrCh � t t$ P - A - .08 Sub-Total 1056051 kVA AMPS kVA AMPS LIGHTING 5, 640 Application of Demand Factor (220- 11 ) SPF-6 1 5 6,056 Total VA 3000 VA @ 100% 117,000 VA @ 35% Remainder @ 25% Demand Load (VA) 1 MMU-GWA 142 170 94 113 175 200 SPF- 1 1 5 6,056 1056051 .00 3000 40950 234013 277963 2 MMU -4WA 666 801 338 407 450 600 ELPH-CAM -SE1 E0.08 3 MI� U -7WA 619 744 310 373 450 600 2301 BLAKE ST , STE #100 LIGHTING 4,260 Fixed in Place Appliances 4 DSL-A 551 663 551 663 1200 1200 DENVER, COLORADO 80205 303 861 8555 F 303 861 3027 ELPH-CAM- NW E0.08 Load Quantity VA/unit Connected VA Demand VA Total 5 DSL-B 541 651 541 651 1200 1200 0225 MAIN STREET UNIT C101 LIGHTING 6,730 Theater/AV/RDU/HW 77 900 69300 1 .00 69300 6 MMU -4EA 656 789 334 402 450 600 EDWARDS, COLORADO 81632 FP-COMP- 1 1 5 6,056 • * 970 926 8960 F 970 926 8961 2 Wine Cooler 77 1000 77000 0.75 57750 7 MMU-7EA 653 786 325 391 450 600 QFP-COMP-2 1 5 6 ,056 Garbage Disposal* 79 1580 124820 0.75 93615 8 DSH -A 947 1140 947 1140 1200 1200 � p-2 � 5 6,056 Dishwasher* 77 1200 92400 0.75 69300 SUB-TOTAL 4774 5745 3440 4140 EF- 10 1 360 Cooktop 7g 240 18720 1 .00 18720 RESIDENTIAL (INDIVIDUAL DEMAND) (2735) _ ( 1401 ) - ELPH-CAM - NE1 E0.08 Oven** 77 3800 292600 0. 16 46816 SUB-TOTAL - RESIDENTIAL 2039 - 2039 - LIGHTING 12,350 Kitchen Hood 78 900 70200 0.75 52650 RESIDENTIAL (OVERALL DEMAND) 272g - 1240 EF-3 1 0.75 1 �2�5 i�icrowave* 77 1650 127050 0.75 95288 TOTAL MS-A 4767 3279 3946 4000 4000 Flack + Kurtz Inc. EF- 6 1 0.5 877 Motorized Shades 76 1000 76000 1 .00 76000 405 Howard St.,Su �te 500 San Francisco, CA 94105 Q EF-53 1 20 21 �513 Jacuzzi Tub* 77 1000 77000 0.75 57750 AHU -2 1 20 21 ,513 Dryer*** 85 5000 425000 0.25 106250 Tel. 415 398-3833 Fax 415 433-5311 EF-25 1 325 Fan Coil Unit 83 450 37350 1 .00 37350 ATS- HOA- LS Toilet Exhaust* 242 5� 13794 0.�5 10346 MAIN SWITCHGEAR SCHEDULE : MS - B wsP � ,� ,� �„ ELPH - HOA-SW E0.08 In Floor Heat 324 528 171072 1 .00 171072 LIGHTING 2,270 ***NEC Table 220. 18 Dryers Sub-Total 1672306 962206 VOLTAGE : 277/480V, 3PH , 4W MAIN : MLO E° PP- 1 ( 1 ) � � ,5 2,391 **NEC Table 220. 19 Ovens (Column B) BUS AMPACITY: 4000A AIC RMS: 100K ,� EF- 13 100 *NEC Tarticle 220. 17 Appliances TOTAL (BEFORE DEMAND) 2,728,357 VA ELPH -4WA Eo.o9 TOTAL (AFTER DEMAND) 1 ,240, 169 �p CIRCUIT LOAD SERVED DEVICE RATING LOAD (VA) REMARKS LI(iFII1N(i 10,3T6 �,962 A (al 120r208� pp- � (4) � � .5 2�391 - FP 1200AF/ 1200AS 98,796 ( 100HP) ISSUEIREVISION DATE NO ELPH-7WA E0.09 1 DPH -MD 1600AF/ 1600AS 716,397 (84 FLA MOTOR) LIGHTING 3,498 CD PERMIT SET 010CT07 2 DPH- HOA1 2000AF/2000AS 1 ,594,028 (CH - 1 378 KVA) SPF-2 1 5 6,056 SPF-3 1 7.5 $,765 3 DSH-CAI� 1600AF/ 1600AS 1 ,082,771 (CH -2 378 KVA) PROGRESS SET 260CT07 EPS-4 � � p � � � � 55 M 0 T 0 R C 0 N N E C T I 0 N S C H E D U L E : 4 H O V - 3 P H A S E Q 4 DPL-PEV 225AF/400AS 120,000 VIA T- PEV TOV RESPONSE 17DECO7 EF- 11 1 3 3�825 _ _ TOV RESPONSE 11 FEB08 1 HP SWITCH FUSE BRANCH STARTER SIZE 5 0 ELPH -4EA Eo.os AM PS A M PS C I R C U IT N E MA 6 o OWNER REVIEW 16APR08 LIGHTING 12��98 CCD 20 02MAY08 PP- 1 (5) > > ,5 2,391 1 /2 30 1 . 125 15G 1 - CONSTRUCTION DOCUMENTS 08AUG08 2 ELPH-7EA Eo.09 3/4 30 1 . 6 15G 1 SUB TOTAL• 3,611 ,993 VA LIGHTING 3,500 1 30 2 15G 1 TOV UPDATE O6NOVO8 3 EPF-5 1 10 11 , 155 (NON -COINDENTAL LOADS) (500,000) yq CH - 1 , CH-2 (756kVA) VS. BYLIN (500KVA) SPF-4 1 5 6,056 1 1 /2 30 2 . 8 15G 1 (NON -COINDENTAL LOADS) (30,0�0) yp ICE RINK (266kVA) VS. WATER FEATURE (30KVA) TOV UPDATE 1o�EC08 4 SPF-5 1 5 6,056 2 30 4 15G 1 s3,474 TOV UPDATE o3�u►vos 5 ELEVATOR DEMAND FACTOR PER NEC 620. 14 � ) VA 401 .8 FLA TOTAL EF- 12 1 3 3,825 3 30 5 . 6 15G 1 25% LARGEST MOTOR: 94500 VA ATS-MD- LS ELPH - LD 5 30 9 20G 1 3,093,019 yp �pD 0 ( / � TOTAL• .•••N••. C 7 1 2 30 15 20G 1 TOTA� 3722 A �`•Og��NA �'••�:yN EF-8 1 0.5 � c�,y ��:v L I G H T I N G E 0.0 9 26,050 � 0 3 0 1 7 . 5 2 0 G 2 : 42398 : PP- 1 (2) 1 1 .5 2,391 PP- 1 3 15 30 25 30G 2 � ) 1 1 .5 2,391 2 -��j'•• .•'�,�Q ELPH-MD-2E 20 60 35 40G 2 �Fss/ONAL •E�`� LIGHTING E0.09 3,495 25 60 40 50G 3 25% FUTURE LIGHTING 22�9�5 30 60 45 50G 3 � ELEV- 1 E0.07 1 25.4 21 , 107 Q 40 100 60 70G 3 , ELEV-2 E0.07 1 52 43,212 50 100 80 90G 4 ELEV-3a OR 3b Eo.o� 1 sa ss ,so4 so Zoo so � ooc 4 DISTRIBUTION PANEL SCHEDULE : EDSH - MAIN � ELEV-4a OR 4b E0.07 1 39 . 1 32,492 � 75 200 1 10 125G 4 VOLTAGE: 277/480V, 3PH , 4W MAIN : MLO ELEV-5a OR 5b E0.07 1 39 . 1 32,492 100 200 150 175G 5 BUS AMPACITY: 1600A AIC RMS: ATS-CAM- LR 125 400 200 200G 5 CIRCUIT LOAD SERVED DEVICE RATING LOAD (VA) REMARKS EDPH -CAM - LR E0.07 150 400 225 225G 5 U DWSP- 1 1 20 21 ,513 2 1 ELPH -CAM -OPT 175AT/225AF 104,378 VIA ATS-CAM -OPT � 200 400 300 300G 5 -� DWSP-2 1 20 21 �513 2 EDPH -CAM -LS 400AT/400AF 94,463 VIA ATS-CAM - LS J DWSP-3 1 20 21 �513 REFER TO WIRING SCHEDULE FOR BRANCH CIRCUIT REQUIREMENTS W � 3 EDPH -CAM- LR 225AT/225AF 161 ,730 VIA ATS-CAM -LR �/ ELPH-CAM-SW2 E0.08 � I` 1-L- SE- 1 1 3 3�825 4 ELPH -HOA-OPT 225AT/225AF 0 VIA ATS-HOA-OPT N � w SE-2 1 3 3�825 2 5 EDPH -HOA-LS 400AT/400AF 275,639 VIA ATS-HOA- LS �Q � z SE-3 1 3 3�82 SE-4 1 3 3,825 6 EDPH -HOA-LR 225AT/225AF 0 VIA ATS-HOA- LR � � SP- 1 1 7.5 8,765 7 EDPH- LD 400AT/400AF 220, 165 VIA ATS-MD-LS � � Q O SP-2 1 7.5 8�765 8 SPACE 400AF - � O � � EUH- 1 10,500 � � EUH -2 10,500 � � � ELPH-CAM-SE2 E0.08 J w O W SE-5 1 5 6,056 SUB TOTAL: 856,374 VA ` J �" O � 0 cF- R 1 5 6.056 (ELEV- 3,5,�) � 3 � ,�ge �ti � r � ry SE-9 1 5 6,056 � (n V L�� _ SE- 10 1 5 6,056 SUB TOTAL: 721 ,585 VA � � � ELPH-CAM -NE2 E0.08 25% LARGEST MOTOR: 17451 VA ELEV-4 W J (n � �- SE-7 1 5 6,056 � Q TOTAL• 739,036 VA � � SE-8 1 5 6,056 � � TOTAL: 889 A Q SE- 11 1 5 6�056 � J SE- 12 1 5 6,056 ATS-HOA- LR EDPH-HOA-LR E0.07 ATS-HOA-OPT ELPH - HOA-OPT E0.09 ATS-CAM-OPT �� ELPH -CAM-OPT E0.08 SEP 11 �0�9 LIGHTING 11 ,070 cr- > > 25 2�,090 ��E�i��t GQ��r�� CT-2 1 25 27�090 CTHTR- 1 16,020 CTHTR-2 16,020 TOTAL KVA) 8�o ELECTRICAL TOTAL KW) WITH ASSUMED PF 0.95 827 GENERATOR SIZE (KW) AT 1000' 1000 PROVIDE A 1000KW/ 1250KVA GENERATOR PANEL SCHEDULES PLOTTED XXX SCHEDULE KEY cHK'DBY xxx COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS GENERATOR CONNECTION NEC DEMAND (MS-A) MS-A SCHEDULE SHEET NUMBER � MS- B �,, EDSH - MAIN ■ GEN D P A PROJECT # 06232 00 � , . �