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B08-0194 PLANS.pdf
• uni Development Department all APPAOVED i . ui in 8 and Inspection Service cti n ic.5,0) lnt ti sf Ir tial Cade Validity of irnit_shdll not be construed to 8 violation of eny of the pr4visio � the jurisdictian< Permits pr or ca f previsions of this or n shall not be valid. The issuance of at coon documents and other data shail not prevent thalbuilft official,from requiring the Correction of errors in the construction d nts and ether data.The builjin6g official is also authorized to prevent occupancy or use of a struvture where in violation of this code or of any other ordinances of this jurisdiction PLANS EXAMINER:--/— U$ iiadman aw n s e ma Remo Ma netic Resonance n CONSTRUCTION DOCUMENTS 181 WEST MEADOW DRIVE 2 JUNE 2008 VAIL , COLORADO 81657 TOV C-OMMENTS ADDENDUM NO . 1 10 JUNE 2008 Town of Vail OFFICE COPY ■ ■ MENEM DAVIS ER PARTN HIP S ARCHITECTS L U 20 60 TOWN O. Yd ��: OWNER VAIL VALLEY MEDICAL ENTER OSSEO NOTE: CONTRACTOR TO COORDINATE STAGING,STORAGE, PARKING, CONSTRUCTION ACCESS AND RELATED ISSUES ADJ. ADJUSTABLE 1NSUL. INSULATION APPLICABLE BUILDING CODES: 181 WEST MEADOW DRIVE VAIL,COLORADO 81657 ■■ . ■WITH THE OWNER PRIOR TO COMMENCING WORK. A.F.F. ABOVE FINISH FLOOR KBT. KEY BOARD TRAY CONTACT: DARRYL FLORES (970)479-7119 1. ERECT AND MAINTAIN DUST-PROOF PARTITIONS AND CLOSURES AS REQUIRED AND OUTLINED BY THE HOSPITAL TO AL ALUMINUM MECH. MECHANICAL 2003 INTERNATIONAL BUILDING CODE an RYAN MAGILL (970)904-0066 B.O. BY OWNER MIN. MINIMUM 2003 INTERNATIONAL PLUMBING CODE ■ . ■ PREVENT SPREAD OF DUST, NOISE AND FUMES TO OCCUPIED PORTIONS OF THE BUILDING AND TO PROVIDE FREE AND SAFE PASSAGE OF PERSONNEL AND GENERAL PUBLIC TO AND FROM OCCUPIED PORTIONS OF THE BUILDING. CFT. CERAMIC FLOOR TILE MTL 2003 INTERNATIONAL MECHANICAL CODE METAL ■ . CONC. CONCRETE NO. NUMBER 2002 NATIONAL ELECTRICAL CODE Now 2. GENERAL CONTRACTOR TO PROVIDE PROTECTION FROM DAMAGE DURING DEMOLITION AND CONSTRUCTION CONT. CONTINUOUS O.C. ON CENTER 2003 INTERNATIONAL FIRE CODE ARCHITECT DAVIS PARTNERSHIP, P.C. WORK TO FLOOR AND FINISHED SURFACES TO REMAIN. CONTRACTOR SHALL MINIMIZE INTERFERENCE OF 2002 NFPA 72 NATIONAL FIRE ALARM CODE 0225 MAIN ST., UNIT DO ENRON CORR. CORRIDOR P. PAINT EDWARDS,COLORADO .81632 CONSTRUCTION WITH ONGOING BUSINESS. CONTRACTOR TO CONTACT OWNER A MINIMUM OF SEVEN DAYS PRIOR TO C.M.U. CONCRETE MASONRY UNIT P. LAM. PLASTIC LAMINATE AMERICANS WITH DISABILITIES ACT GUIDELINES COMMENCING DEMOLITION TO SCHEDULE WORK. CONTACT: SCOTT NEVIN,AIA (970)926-8960 CPT. CARPET RB. RUBBER BASE CHERYL DORNAK,AIA (970)926-8960 3. CONTRACTOR SHALL KEEP PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS AND DEBRIS. REMOVE CWT. CERAMIC WALL TILE RE: REFER LIFE SAFETY SYSTEMS: AUTOMATIC SPRINKLER SYSTEM AND DETECTORS DAV I S PROTECTIONS AT COMPLETION OF WORK. PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES BY DBL. DOUBLE REF. REFRIGERATOR THROUGHOUT THE BUILDING, STRUCTURAL REI STRUCTURAL DEMOLITION AND/OR CONSTRUCTION WORK AT NO COST TO THE HOSPITAL. DISP. DISPENSER RM. ROOM ENGINEER 0150 EAST BEAVER CREEK BLVD. DW. DISHWASHER R.O. ROUGH OPENING OCCUPANCY TYPE AND CONSTRUCTION: P.O.BOX 8009 PARTNERSHIP " UNIT 204A, P 4. DO NOT SCALE DRAWINGS. "TYPICAL AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS THE FEET OCCUPANCY:B AVON,COLORADO 81620 SQUARE SAME OR REPRESENTATIVE FOR ALL SIMILAR CONDITIONS, UNLESS OTHERWISE NOTED. DETAILS ARE USUALLY KEYED EA. EACH S.F. S Q ARCHITECTS AND NOTED"TYPICAL"ONLY ONCE WHEN THEY FIRST OCCUR AND ARE REPRESENTATIVE OF ALL SIMILAR CONDITIONS ELEC. ELECTRIC SIM. SIMILAR CONSTRUCTION TYPE. 1-A CONTACT: SEAN MOLLOY (970)748-0711 THROUGHOUT, UNLESS OTHERWISE NOTED. ELEV. ELEVATION S.S. STAINLESS STEEL EXISTING BGSF:53,869 S.F. EQ. EQUAL STD. STANDARD. MECHANICAU CATOR, RUMA&ASSOCIATES,CO. Denver 2301 Blake Street,Suite 100 5. THE CONTRACTOR SHALL MAINTAIN THE EXISTING STRUCTURAL AND FIREPROOFING INTEGRITY THROUGHOUT THE EQUIP. EQUIPMENT STDS. STANDARDS ELECTRICAL 1550 DOVER STREET SUITE 2 IDenver,CO 80205 303.861.8555 ENTIRE PROJECT AREA. PROVIDE ELECTROLYSIS PROTECTION BETWEEN ALL DISSIMILAR METALS,WHERE THEY REMODEL AREA 1,789 S.F. ENGINEER LAKEWOOD,COLORADO 80215-3132 EXT. EXTERIOR STRUCT. STRUCTURE Vail 0225 Main Street, Unit C101 OCCUR.ALL EXISTING STRUCTURE TO REMAIN. EXIST. EXISTING SUSP. SUSPENDED CONTACT: ELECTRICAL KAY BATHKE (303)232-6200 (Edwards,CO 81632 970.926.8960 303 6. THE OWNER SHALL BE CONTACTED IN REGARDS TO ANY SALVAGEABLE MATERIAL OR EQUIPMENT. ANY (E) EXISTING (TYP.) TYPICAL PROJECT DESCRIPTION: MECHANICAL-MICHAEL JOHNSON( )232-6200 SALVAGEABLE ITEMS NOT TO BE REUSED OR WANTED BY OWNER SHALL BECOME PROPERTY OF THE CONTRACTOR. FD. FLOOR DRAIN TREAT. TREATMENT INSTALLATION OF MRI AND REMODEL OF AREA ON THE FIRST FLOOR OF THE • � GA. GAUGE U.C.L. UNDER CABINET LIGHT HOSPITAL. EGRESS AND INFECTIOUS CONTROL TO BE MAINTAINED AT ALL CONTRACTOR TO BE DETERMINED 7. CONTRACTOR SHALL PROVIDE ADEQUATE BLOCKING IN WALLS TO RECEIVE ALL ATTACHED EQUIPMENT,PLUMBING TIMES GALV. GALVANIZED U.N.O. UNLESS NOTED OTHERWISE FIXTURES, MILLWORK,CASEWORK, ETC. NOTE: ALL FRAMING OR CONCEALED BLOCKING SHALL BE 20 GAUGE SHEET REI STRUCTURAL METAL. GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD 0150 EAST BEAVER CREEK BLVD. G.C. GENERAL CONTRACTOR VCT. VINYL COMPOSITION TILE UNIT 204A, P.O. BOX 8009.. 8. PROVIDE SEALANT AROUND ALL PLUMBING FIXTURES WHERE THEY ABUT ADJACENT SURFACE. HGT. HEIGHT W/ WITH AVON, COLORADO 81620 9. CONTRACTOR SHALL PATCH, REPAIR AND PAINT WALLS, FLOOR AND CEILING AS REQUIRED FOLLOWING H.M. HOLLOW METAL WB. WOOD BASE CATOR, RUMA & ASSOCIATES, CO. NOT BE USED IN THE DRAWI TYPICAL ABBREVIATIONS.MAY NNGS. WOOD DEMOLITION OF EXISTING PARTITIONS AND EXISTING FINISHES. 1550 DOVER STREET SUITE 2 LAKEWOOD, COLORADO 80215-3132 10.ANY MISCELLANEOUS ITEMS OR MATERIALS NOT SPECIFICALLY NOTED, BUT REQUIRED FOR THE PROPER ABBREVIATIONS\ , �+ q p �+ EXECUTION OR INSTALLATION,OR PERFORMANCE OF THE WORK,SHALL BE PROVIDED BY THE CONTRACTOR.THE ABBREVIATIONS 2 BUILDING CODE INFORMATION 3 PARTICIPANTS CONTRACTOR SHALL PERFORM HIGH QUALITY, PROFESSIONAL WORK. MATERIALS SHALL BE JOINED IN A MANNER TO PROVIDE A UNIFORM,ACCURATE FIT;WITH NEAT STRAIGHT LINES, FREE OF SMEARS OR OVERLAPS. INSTALL EXPOSED MATERIALS APPROPRIATELY LEVEL,PLUMB,AND AT ACCURATE ANGLES,OR FLUSH WITH ADJOINING MATERIALS. SHEET# SHEET NAME REV.# DATE 11.WHERE PLUMBING FIXTURES, PIPING, MEDICAL GASES, ELECTRICAL FIXTURES,MECHANICAL EQUIPMENT,OR ANY ADDED CONSTRUCTION_PER WALL TYPE 3SB OTHER EQUIPMENT IS REMOVED,ALL PIPING AND/OR CONDUITS THAT ARE ABANDONED SHALL BE CAPPED OFF BELOW .,` COVER SHEET THE FLOOR INSIDE WALLS OR ABOVE CEILINGS AS APPROPRIATE. 125 „'b° DOOR IDENTIFIER DETAIL IDENTIFIER :. ,...,.,.:..... :. .. . ..,....:::. ::... 12.CONTRACTOR SHALL VISIT THE SITE AND BECOME COMPLETELY FAMILIAR WITH ALL EXISTING CONDITIONS PRIOR O ` ARCHITECTURAL � 1 TO SUBMITTING PRICES AND STARTING WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY CONDITIONS A�.1 M AO.0 GENERAL INFORMATION OR DISCREPANCIES ADVERSELY AFFECTING THE DESIGN INSTALLATION PRIOR TO PROCEEDING WITH THE WORK OFFICE x � M NEWROOM :•::: ., ..,.:........: .,.,. ::.:.. . ... ..,....,.•..: . ., (INCLUDING CONFLICTS WITH MECHANICAL DUCTS,STRUCTURE, PIPING,CONDUIT RUNS, MECHANICAL UNITS,LIGHT 000 AO.1 SPECIFICATIONS FIXTURES,CEILING FEATURES OF FLOOR BELOW, FIRE SPRINKLERS LINES OR HEADS, ETC.)WHETHER EXISTING OR IDENTIFIER NEW. TYPICAL WALL TYPE A0.2 SCHEDULES 3 a METAL STUDS AT 16"O.C.WITH 1 LAYER a GYPSUM BOARD, BOTH SIDES A EXISTING SURFACES WITHIN SCOPE OF WORK THAT ARE TO DETAIL SECTION AR1.1 LIFE SAFETY PLAN OCCUPANCY&SEPARATIONS 13.GENERAL CONTRACTOR TO PROTECT AND CLEAN ANY INTERIOR 1 IDENTIFIER EXTEND WALLS 6"ABOVE FINISHED CEILING U.N.O. REMAIN. ELEVATION A�'� A1.0 DEMOLITION AND NEW CONSTRUCTION PLANS � � C 14.CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND ENGINEERING REFERENCE A2.0 ROOF AND REFLECTED CEILING PLANS AL DRAWINGS SPECIFICATIONS OR EXISTING CONDITIONS. ..,...•...:...:. : ,.:••.: : :., : _..,,.,., / A7.0 INTERIOR ELEVATIONS AND DETAILS r >' 15.CONTRACTOR TO CHECK BUILDING OWNERS STOCK FOR THE REUSE OF CONSTRUCTION ITEMS INCLUDING;DOORS ••• •.•. BY OWNER X SIC MICHAEL /HARDWARE/SINKS, ETC. DURING BID PHASE. IF ITEMS ARE TO BE REUSED,SUBMIT LIST AND CONDITION TO A NE\09N ARCHITECT FOR APPROVAL PRIOR TO FABRICATION/INSTALLATION. O WINDOW IDENTIFIER EXISTING CONSTRUCTION STRUCTURAL 4,16.CONTRACTOR TO SCHEDULE A CHALK WALK WITH THE ARCHITECT AND OWNER TO CONFIRM WALL LAYOUT. WALL TYPE 0 gam, 3 s METAL STUD FURRING AT 24"O.C. WITH ONE LAYER a GYPSUM BOARD-INTERIOR SIDE. EXTEND S1 FOUNDATION PLAN f? CONTRACTOR TO SCHEDULE AN ELECTRICAL BOX WALK WITH THE ARCHITECT AND OWNER. CONTRACTOR TO •,� WALLS 6"ABOVE FINISHED CEILING U.N.O. S2 ROOF PLAN SCHEDULE A FINAL PUNCH WALK WITH THE ARCHITECT AND OWNER. IF MORE THEN ONE PUNCH LIST WALK THRU IS A, - REQUIRED,CONTRACTOR IS TO COMPENSATE FOR ARCHITECTS EXPENSES. O KEY NOTE TAG 1 WALL TYPE TAG WALL TYPE 1 ADDED CONSTRUCTION Y 17.THE PRESENCE OF THE ARCHITECT OR REPRESENTATIVE ON THE JOB SITE DOES NOT IMPLY CONCURRENCE OR STUD WALL WITH RF SHIELDING PER WALL TYPE 1S13 APPROVAL OF THE WORK. THE CONTRACTOR SHALL CALL SPECIFIC ITEMS IN WRITING TO THE ATTENTION OF THE MECHANICAL ARCHITECT TO OBTAIN THE ARCHITECT'S APPROVAL. NO CHANGES TO THE CONTRACT CAN BE MADE WITHOUT THE FULL-HEIGHT 3-5/8"METAL STUDS at 16"O.C. OWNER'S CONTACT WRITTEN APPROVAL. MAX.W/ONE LAYER 5/8"TYPE'X'GYPSUM M1.01 MECHANICAL LEGEND,SCHEDULES AND DETAILS - - • � DIMENSION LINE BOARD AND 3"MIN. SOUND ATTENUATION BLANKET 18.THE CONTRACT DOCUMENTS ARE THE RESPONSIBILITY OF ALL TRADES IN THEIR ENTIRETY. WHERE 4'- " EXTENDED FULL HEIGHT TO STRUCTURE ABOVE. M1.02 MECHANICAL SPECIFICATIONS REQUIREMENTS ARE SHOWN IN ONE SECTION OF THE SPECIFICATIONS OR DRAWINGS BUT NOTANOTHER,THE 3/4"AIR SPACE I I I al M2.01 PARTIAL 1ST FLOOR HVAC PLANS Add.No. 1 7/9/2008 CONTRACTOR OR SUBCONTRACTOR IS NOT RELIEVED FROM PROVIDING COMPLETELY FINISHED AND PROPERLY 3/4 RF SHIELDING FUNCTIONING SYSTEMS. 2"AIR SPACE M3.01 PARTIAL 1ST FLOOR HVAC PIPING PLANS FULL-HEIGHT 3-5/8"METAL STUDS at 16"O.C. MAX.W/ONE LAYER 5/8"TYPE'X'GYPSUM M3.02 PARTIAL 2ND,3RD AND ROOF LEVEL HVAC PIPING PLANS 19. ALL WORK UNDER THIS CONTRACT TO BE IN STRICT ACCORDANCE WITH REGULATIONS FOR CONTRACTORS BOARD EACH SIDE EXTENDED TO SHIELDING ABOVE. MRI ROOM SIDE PERFORMING WORK AT THE HOSPITAL AS FOLLOWS: P2.01 PARTIAL 1ST FLOOR PLUMBING PLAN A. PROVIDE OWNER WITH LIST OF ALL SUBCONTRACTORS,CONTACTS AND TELEPHONE NUMBERS. WALL TYPE 1S6 B.CONSTRUCTION HOURS ARE 7:00 AM TO 5:00 PM, MONDAY THROUGH FRIDAY UNLESS OTHERWISE APPROVED BY ONE LAYER GYPSUM BOARD OVER ONE LAYER THE OWNER,WITH AT LEAST 48 HOURS ADVANCE NOTICE. SHEET BLOK ON WALL TYPE 1 C.CONTRACTOR IS RESPONSIBLE FOR BAGGING ALL SMOKE DETECTORS AND IS RESPONSIBLE FOR ANY COSTS ELECTRICAL INCURRED FROM DAMAGE TO ALARMS DUE TO DUST OR ANY OTHER CONSTRUCTION ACTIVITY. WALL TYPE 2 D.ANY WORK ON THE FIRE PROTECTION SYSTEM OR FIRE ALARM SYSTEM MUST BE COORDINATED THROUGH THE EXISTING WALL WITH RF SHIELDING E1.01 ELECTRICAL LEGENDS,SCHEDULES&DETAILS OWNER AND LOCAL FIRE DEPARTMENT. E.CONTRACTOR SHALL NOT SHUT OFF OR PUT OUT OF SERVICE ANY SYSTEM/SERVICES WITHOUT FIRST FULL-HEIGHT 3-5/8"METAL STUDS at 16"Q.C. E1.02 ELECTRICAL SPECIFICATIONS COORDINATING WITH THE OWNER AT LEAST 72 HOURS IN ADVANCE. MAX.W/ONE LAYER 5/8"TYPE'X'GYPSUM E3.01 ELECTRICAL ONE-LINE DIAGRAM A F.CONTRACTOR SHALL COORDINATE ALL WELDING VENTING,AND TIMES OF DEMOLITION AND CONSTRUCTION WITH BOARD AND 3"MIN.SOUND ATTENUATION BLANKET THE OWNER AND CONCURRENT OCCUPANCY OF THE BUILDING. EXTENDED FULL HEIGHT TO STRUCTURE ABOVE. E3.02 ELECTRICAL ONE-LINE DIAGRAM 3/4"AIR SPACE 20. DIMENSIONS OF AND FROM EXISTING CONDITIONS HAVE BEEN TAKEN FROM EXISTING DRAWINGS AND/OR FIELD 3/4"RF SHIELDING EXISTING E3.03 ELECTRICAL ONE-LINE DIAGRAM 2"AIR SPACE CONSTRUCTION E4.01 PARTIAL 1ST FL LIGHTING AND FIRE ALARM PLANS MEASUREMENTS. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PERTAINING TO EXISTING CONDITIONS EXISTING WALL PRIOR TO THE START OF CONSTRUCTION. WALL TYPE 3SB E5.01 PARTIAL 1ST FL POWER&SYSTEMS PLANS 21. NOTIFY ARCHITECT OF ANY DISCREPANCIES UNCOVERED BY DEMOLITION;OR IF EXISTING CONDITIONS PREVENT ONE LAYER GYPSUM BOARD OVER ONE LAYER E6.01 ELECTRICAL PANEL SCHEDULES LAYOUT FROM PROVIDING PROPER CLEARANCES. SHEET BLOK ON TYPCIAL WALL TYPE 22.CONTRACTOR TO REPAIR ANY DAMAGE FROM REMOVING EXISTING FINISHES OR WALLS TO INSURE THAT SURFACE WALL TYPE 4SB • - •illiS o "I Me _ IS SMOOTH AND PREPPED FOR PAINTING AND WALL COVERING, PROVIDE THE MINIMAL FURRING POSSIBLE IF ONE LAYER GYPSUM BOARD OVER ONE LAYER EXISTING WALLS OR DAMAGED WALLS CANNOT BE PROPERLY PREPARED TO RECEIVE NEW FINISH. SHEET BLOK APPLIED TO EXISTING WALL 23. REVIEW DEMOLITION OF AND PENETRATIONS THROUGH EXISTING STRUCTURE WITH STRUCTURAL ENGINEER NOTES: WHERE POTENTIAL OF ENCOUNTERING BEARING MEMBERS OR REINFORCEMENT EXISTS.NOTIFY ARCHITECT IF 1. ALL WALLS TO BE TYPICAL WALL TYPE UNLESS TAGGED ON FLOOR PLANS. EXISTING ASSEMBLIES DESIGNATED AS RATED REQUIRE MODIFICATION. NOTE: 2. PROVIDE SOUND ATTENUATION BATTS IN ALL NEW WALLS(TYPICAL). TYPICAL SYMBOL DESIGNATIONS.MAY NOT BE USED IN THE DRAWINGS. 3. PROVIDE 6"SOUND ATTENUATION BATTS IN CEILINGS ABOVE VESTIBULE 100, DRESSING 102,CONTROL 103,AND EQUIPMENT 105. 24.GENERAL CONTRACTOR SHALL CAREFULLY REMOVE AND INVENTORY ALL ITEMS OF SALVAGEABLE VALUE PRIOR 4. SHEET BLOK IN WALLS SHOWN DASHED ON A9.0. PROVIDE AURALEX SHEET BLOK SOUND TRANSMISSION BARRIER OR EQUAL. TO BEGINNING CONTRUCTION. ANY ITEM BEING RE-USED IN NEW CONSTRUCTION SHALL BE CLEANED AND TESTED (WHEN APPLICABLE)PRIOR TO REINSTALLATION,THESE ITEMS INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO: -LIGHT FIXTURES LIGHT SWITCHES 4 SYMBOLS 5 WALL TYPES s DRAWING INDEX -THERMOSTATS DOORS -DOOR HARDWARE -FIRE EXTINGUISHERS(INCLUSIVE OF CABINET) CASEWORK 25.CONTRACTOR TO CAREFULLY REVIEW AND ASSESS THE VARIOUS SLAB CONDITIONS AND COORDINATE FLOOR G-1 THERE IS NO REQUIREMENT FOR A PERFORMANCE AND PAYMENT BOND. PATCHING AND ADDITIONAL PREPARATION WITH FINISH TO BE INSTALLED; REFER TO AO.1 FOR SPECIFICATION G-2 AN AIA CONTRACT WILL BE THE FORM OF AGREEMENT WITH THE ONWER. G-3 REQUIRED INSURANCE COVERAGE: GUIDELINES A)2 MILLION GENERAL AGGREGATE GENERAL LIABILITY WITH 1 MILLION PER OCCURRENCE 26. MAGNET INSTALLATION IS TO BE COORDINATED WITH SIEMENS REPRESENTATIVE AND OWNER. MAGNET IS TO BE B)2 MILLION GENERAL AGGREGATE EXCESS LIABILITY PER OCCURRENCE.SCHEDUL DELIVERED ON SDATE SET BY OWNER VIA CRANE THROUGH EXTERIOR WINDOW ON SOUTH SIDE OF EXAM ROOM, G-4 THERE WILL NOT BE LIQUIDATED DAMAGES FOR COMPLETING WORK ON E. CONTRACTOR TO COORDINATE BLOCK OUT PANEL WITH RF SHIELDING. EXTERIOR WINDOW IS TO BE RESET,SECURED G-5 PROVIDE A 5%CONTINGENCY ON THE BID FORM FOR THE"OWNER'S CONTINGENCY". Vail AND WEATHER PROOFED AFTER MAGNET IS SET. G-6' THERE WILL BE ACCESS TO THE ELEVATOR; PRE-CAUTIONS WILL BE NECESSARY TO PREVENT DAMAGE TO ELEVATOR AND FRAME. 27.CONTRACTOR TO COORDINATE WHERE RF SHIELDING BUTTS NEW AND EXISTING SURFACES. RF SHIELDING G-7 SIMPLEX-GRINNELL IS THE PROVIDER FOR THE FIRE ALARM. Valley G-8 INTERIOR E lS BY OWNER. VENDOR TO BE INCLUDED IN CONTRACTOR'S SCOPE OF WORK. STEEL ANGLE OR OTHER SUPPORT TO HOLD SHIELDING ABOVE FINISHED CEILING TO BE INCLUDED IN BID G-9 WINDOW TREATMENTS ARE BY OWNER G-10 ,THERE ARE NOT ANY OTHER SPECIFICATIONS THEN WHAT ARE INCLUDED WITH THE PLANS. Medical G-11 SECURITY AND PHONE-CTV-DATA IS BY OWNER. CONTRACTOR TO PROVIDE CONDUIT AND BOXES. G-12 GENERAL CONTRACTOR TO SUPPLY DUMPSTER. WORK DISRUPTING ADJACENT TENANTS TO BE SCHEDULED DURING NON-BUSINESS HOURS(8 AM TO 5 PM). Center G-13 EQUIPMENT IS FURNISHED AND INSTALLED BY OTHERS AS COORDINATED BY CONTRACTOR. G-14 THERE IS NO ATTIC STOCK FOR THIS PROJECT:ALL MATERIALS WILL BE NEW AND PROVIDED BY THE CONTRACTOR. G-15 PAPER TOWEL AND SOAP DISPENSERS ARE FURNISHED AND INSTALLED BY OWNER;BLOCKING BY CONTRACTOR. NORTH 181 W. Meadow Drive G-16 REFER TO LAST COLUMN OF HARDWARE GROUP AND ABBREVIATION LIST ON AO.2 FOR THE DOOR HARDWARE Vale Colorado MANUFACTURER. 81657 SITE LOCATION OF WORK SCOPE SHC MRI Remodel I I E-WEST VAIL MAIN VAIL EXIT d � INT ERSTA �-- � • u. •r SOUTH FRO TE N EAST VAIL • N � WEST TAGE ROAD �..gy 7 � Sheet Title: GORE OW .CIRCLE .. r �. EE�-• 5� MEADOW EAST M DRIVE EADOW p w ... R/VE. WILLOW m B o ROq :. o BRIDGE GORE GENERAL NOTES 1 SAVER 0 a j �. ROAD ...w :.• WILLOW GORE m S CREEK R RO OAD • ■ I ROpD FOREST R PLACE P I € FORESj OAD ILLOW -. E " _ ...n_......_._..._. HANSON RqN Ft0P0 � Permit Set 2 .IUCIe 2008 t<. RoCKLEDGE w_ RoAa VALLEY o o Sheet Number: El .. p Mid G �R C�,q� EFk <F N $ 9 KEY PLAN NTS �o VICINITY MAP NITS 0 OGENERALNOTES BIDDING NOTES DPA Project. 08901.00.000 COPYRIGHT 2005-DAVIS PARTNERSHIP,P.C. GENERAL REQUIREMENTS Selective Demolition: Gypsum Board Assemblies: mason Unless otherwise indicated,demolished materials become Contractor's property. Comply with EPA regulations and disposal regulations of authorities having jurisdiction. Conduct demolition without disrupting Gypsum Wallboard: ASTM C 36, in thickness indicated,with manufacturers standard edges. Summary of Work: Owner's occupation of the building. Regular Type, and Type X where required for fire-resistance-rated assemblies.Water resistant. e ■ The work consists of interior renovation with mechanical and electrical work,as described in the Contract Documents. salvaged ed re a' the Owners property.. Remove .clean and pack or crate items to protect against damage. (dent' contents of container and deliver to Owner's designated Moisture Resistant Non-Rated Board: ASTM C 630 in thickness indicated. Regular Type and Type X where required for fire-resistance-rated assemblies. Items indicated to be removed and Iv g remain p p y p p g g riY g g YP YP eq storage area Accessories: ONO ■ 0 indicated. A cover late will not be acceptable. Contractors Use of Premises: All light switches telephone, electrical data outlets etc. indicated to be removed or relocated shall be completely removed. Patch and apply finish in i p Accessories for Interior Installation: Cornerbead edge trim and control joints complying with ASTM C 1047 formed from steel sheet zinc coated b hot-di process or rolled zinc. r 9 P P Y PPY , 9 J � Y PP During construction, Contractor shall have limited use of space indicated. Contractors use of premises is limited only by Owners right to perform work or employ other contractors on portions ofproject. Apply appropriate acoustical and water resistant sealants at all penetrations and Joints. work to Owner s Re resentative for review rior to start of work. Include coordination for shutoff ra in and continuation MENEM - Submit schedule indicating proposed sequence of operations for selective demolition p p PP 9 Finishing Gypsum Board Assemblies: In accordance with GA-214; Level 4 finish, unless otherwise indicated; Level 1 finish for concealed areas, unless a higher level of finish is Alternates: of utility services as required,together with details for dust and noise control protection. required for fire-resistance-rated assemblies; and Level 2 finish where panels form substrates for tile. Contract Modification Procedures: Upon the Owner's approval of a proposal from the Contractor,submitted either in response to a Proposal Request issued b the Architect or as a request for change ceilings at non-rated walls. P PP P P P P q Y roq 9 - Extend gypsum board 6 above finished the Contract Sum or Contract Time Provide detailed sequence of demolition and removal work to ensure uninterrupted progress of Owners on site operations. Conduct demolition work in manner that will minimize need for disruption of Owner's from the Contractor, the Architect will issue a Change Order on AIA Document G701,for all changes to h Time. operations. DAVIS Payment Procedures: Ceilings: y Acoustical Panel Maintain and protect existing utilities to remain in service before proceeding with demolition providing bypass connections to other arts of the building. identify, off,disconnect,and ca off utili down the Contract Sum into at least one line item for each technical Specification Heading. Correlate the Schedule of Values with the Contractor's Construction P g P 9 ' P 9 YP P 9 fY P tY Submit a Schedule of Values which breaks n P 9 services to be demolished. Protect remaining walls, ceilings,floors,and exposed finishes. Erect and maintain dustproof partitions. Cover and protect remaining furniture,furnishings,and equipment. Promptly Submit Product Data and Material Samples.. PARTNERSHIP Schedule. patch and repair holes and damaged surfaces of building caused b demolition. Restore exposed finishes of patched areas and extend finish restoration into remaining adjoining construction. Promptly Acoustical Panel Ceilings: Comply with ASTM E 1264 for Class A materials,as determined by testing identical products per Submit 3 notarized copies of each Application for Payment on AIA Document G702/703, in accordance with the schedule established in the Agreement. remove g 9 Y g ARCHITECTS • , ,, remove demolished materials from Owner's property and legally dispose of them. Do not bum demolished materials. ASTM E 84. For the Application submitted at Substantial Completion, submit partial releases of liens from each subcontractor or supplier for whom amounts were requisitioned on the previous payment. Coordination: „ 2301 Blake Street, Suite 100 • (Gdn:d: Armstrong 15/16. prelude xl exposed tee system grid Denver Progress meetings will be held at Project site every two(2)weeks. Owner,Architect, Contractor and each subcontractor or other entity concerned with current progress or involved with planning or Interior Architectural Woodwork. (Denver, CO 80205 303.861.8555 coordination of future activities,shall attend. Minutes of each meeting will be prepared by Contractor and distributed to all parties present. Contractor to provide progress schedule at each OAC meeting indicating project work for the next three weeks. Submit Shop Drawings and Samples specified. Submittal to include fastening/assembly Vail 0225 Main Street, Unit C101 methods locations dimensions finishes and rough-in for M&E devices. Ceiling Suspension Systems: (Edwards,CO 81632 970.926.8960 ' g Direct-hung suspension system,with intermediate-duty structural classification according to ASTM C 635. Submittal Procedures: Quality Standard: Architectural Woodwork Institute's"Architectural Woodwork Quality Standards." Size attachment devices for 5 times the design load indicated in ASTM C 635,Table 1, Direct Hung, unless otherwise indicated.ce Coordinate submittal preparation with construction schedule,fabrication lead-times,other submittals and activities that require sequential operations. AWI Type of Cabinet Construction: Flush overlay.WIC Construction Style: Style A, Frameless.WIC Door and Drawer Front Style: Flush overlay. P P Zinc-coated carbon-steel wire hangers, braces, and ties complying with ASTM A 641 (ASTM A 641 M), Class 1 zinc coating,soft temper. No extension of Contract Time will be authorized due to failure to transmit submittals in time to permit processing sufficiently in advance of when materials are required in the Work. Architect to have seven Gaps between doors/drawers to be equal and orthogonal. Materials: Installation: working days to procees submittals, unless agreed to by Architect. CISCA's"Ceiling Systems Handbook." Prepare submittals by placing a permanent label on each for identification. Provide label to record review and approval markings and action taken. Include the following information on the label: Hardboard: AHA A135.4 REI STRUCTURAL Project Name Hardwood:oa. CISCA's "Recommendations for Direct-Hung Acoustical Tile and Lay-in Panel Ceilings." 0150 EAST BEAVER CREEK BLVD. Date Medium-Density Fiberboard: ANSI A208.2 ASTM C 636, "Standard for Ceiling Suspension System Installations."oject. UNIT 204A, P.O. BOX 8009 Name and Address of Contractor Particleboard: ANSI A208.1,Grade M-2 U.B.C. Standard 47-18. AVON, COLORADO 81620 Hardwood Plywood and Face Veneers: HPVA HP-1 Manufacturer: Armstrong Ceilings Name and Address of Subcontractor and Supplier High-Pressure Laminate Grade: Grade 51-General Purpose(HGS, nominal thickness 0.050"/1.2mm). CATOR,. RUMA & ASSOCIATES, CO. Title of Appropriate Technical Specification Heading Grain Direction: Parallel to cabinet fronts. 1550 DOVER STREET SUITE 2 Product Data: Submit(3)three copies and mark each copy to show applicable choices and options. Edge Treatment: PVC edges if match available for counter laminate: refer to drawings and cut on cabinet surfaces. Static Dissipative Vinyl Composition Tile VC LAKEWOOD, COLORADO 80215-3132 Adjustable Shelving: Shelf standards: K&V 255NV Brackets: K&V 256NP with melamine shelves,length of wall indicated,six shelves high. p y p �� Shop Drawings: Countertops: Submit newt prepared information drawn to scale. Contractor to indicate deviations from Contract Documents including an addenda or change to the scope of the original sco a of work. Do not -Plastic Laminate b Wilsonart Laminate orequal. .048"thick. Submit Product Data and Color Samples. YP P , 9 Y 9 P P Y Pre floor as required and install a self-leveling compound see Concrete Topping Slab section above to provide a flat and level finished surface. Provide 1/8 inch nominal gauge, reproduce Contract Documents or copy standard information.. Submit 1 reproducible print and 1 blue-or black-line print on sheets at least 8-1/2 by 11 inches but no larger than 30 by 42 inches. Architect Cabinet Interiors: White Melamine; unless noted otherwise P q g P ( PP g ) will return the reproducible print. Contact Adhesive: Provide Laminate manufacturer recommendation for the application. 12 in.x 12 in. Armstrong MultiColor Tile in meeting ASTM F 1066, Class 2-through-pattern. Colors will be selected from the range currently available from Armstrong World P 3 three units that show ' its of the Plastic laminate to be applied to all exposed surfaces unless otherwise noted. Caulk all joints where casework meets wall. Seam fill.all joints at underside of upper cabinets. Industries, Inc. in thickness designated. Samples:. Submit(3)three sample finishes as specified and identical with the material proposed. Where variations are inherent in the material,submit at least O i Iimi pp P joints with full-spread S-89 S-700 er pieces,comers and panels. Install the in strict accordance with manufacturer's written instructions over approved subfloors using the Vinyl Composition Tile Installation System i variations. Provide shop drawings for the following items: Doors and Frames, Door Hardware, Casework, Casework Hardware, Casework Finishes,Paint,Comer Guards.Wall Coverings, Acoustical Casework to be installed level. Underside of upper cabinets to be installed at fill pi p pp 9 Y P Y ( )( ) Ceiling Tiles and Grid,Carpet, Base and VCT. Include product name or name of the manufacturer. Architect will review each submittal, mark as appropriate to indicate action taken,and return copies less (S-750)(S-515)Adhesive as recommended by the manufacturer. Clean, seal and wax per manufacturer's recommendations. one retained. Cabinet Hardware and Accessories: Manufacturer: Armstrong; see Finish Schedule. Temporary Facilities and Controls: Standards: Comply with NFPA 241, "Standard or Safeguarding Construction, Alterations, and Demolition Operations;ANSI A10 Series standards for"Safety Requirements for Construction and Hinges: Blum 706500 F5 FO or equal; Mounting Plate 175H7100 or equal Demolition";and NECA Electrical Design Library's"Temporary Electrical Facilities." Electrical service shall be in accordance with NEMA NECA and UL standards and regulations for temporary electric Pulls: 4"Brushed Wire pulls. Ives by Schlage,No. 137 US32D or equal. Concrete Toppings: service. Install service in compliance with NFPA 70. Drawer guides: Blum 320 M& Blum 125 degree opening or equal. Locks: Disc Tumbler Cylinder Cam Locks. National Cam Locks or equal. .Provide self-leveling nderla ments complying with the requirements of ASTM C94 over existing base slab so as to provide a smooth and level surface to receive finished flooring Exposed Hardware Finishes: For exposed hardware provide finish that complies with BHMA A156.a8 provide BHMA 619/US 15 BHMA 626/US 26D BHMA 625/US 26, or BHMA630/US32D;unless noted g Y Y Temporary Utilities: P p ' p P ' P materials. Remove dirt, loose material, oil, grease, paint or other contaminants from existing concrete slab leaving a clean surface to receive topping slab. Repair all cracks in , otherwise. s e emitted so on as facilities are cleaned and maintained in a condition acceptable to the Owner. At Substantial Completion,restore these facilities to Use of the Owners existing sanitary facilities will b permitted,i long iii i p p existing concrete floor slab to minimize telegraphing. Prime existing floors in accordance with he requirements of the manufacturer.Trowel floor to produce a finished surface free 'on prevalent at a time of initial use. Furring, Blocking,Shims and Hanging Strips: Flame-Retardant Softwood or hardwood lumber, kiln dried to 15 percent moisture content. the condifi p I the i of trowel marks, uniform in texture and appearance and achieving the following tolerances when tested in accordance with ASTM E 1155. Manufacturer: Ardex, Inc. JAI Temporary Controls: Joint existing fire protection until modified system of fire-protection is in place. Olnt Sealants: Provide temporary barricades,warning signs, and lights to protect the public and construction personnel from construction hazards. O Submit Product Data and color Samples. Resilient Wall Base and Accessories: COTT MICHAEL Product Re q uirements: Compatibility: Provide joint sealants,joint fillers,and other related materials that are compatible with one another and with joint substrates under service and application conditions. NEVIN silicone bead can be applied on top).Pecora AC-20 one art acrylic latex caulk ore ual. The Owner and Architect may consider substitutions of specified materials which provide a savings in Contract Sum and/or Time. The Contract Sum and Time savings shall be identified at time of Latex Sealant: At perimeter of door frames, plumbing fixtures and casework to walls(recess bead so that clear Ili pp p) P rY q Submit Product Data and Color Samples. Comply with ASTM C 920. A. s Elastometric Sealant: p y of each a and color of resilient wall base installed. submittal. The request for substitution shall be submitted in reasonable and time) manner for review, as not to delay onstruction. Substitution submittals shall include product information,test data, At completion of project, deliver to Owner at least 10 linear feet for each 500 linear feet or fraction thereof, p I q y Y p Acrylic Sealant: One-part, non-sag, acrylic ter of mer sealant complying with AAMA 808.3 or FS TT-S-00230,or both,with capability,when tested per ASTM C 719,to withstand plus or P P J type C'' V y y y p Y g ry P y p P Provide resilient rubber wall base and accessories as scheduled on drawings A7-2. �( samples(if applicable),delivery time, and cost information. If deemed acceptable b the Owner and Architect,the substitution submitted may be used b the Contractor. Acceptance of the substitution b ry p g' minus 12.5 percent change in joint width existing at time of application without failing. ed 'es of an item of construction shall not be P g joint PP s asters casework and other permanent fixtures in rooms or areas where base is required. Form wall base GN the Owner and Architect does not relieve the Contractor of responsibility in performance or workmanship in relation to the substitution. The required warrants y One-part, non-sa mildew-resistant aintable acrylic-emulsion sealant complying with ASTM C 834. Apply.resilient rubber wall base to walls in 80 feet lengths, columns, pilasters, p q O A Acrylic-Emulsion Sealant. g, , p ry modified by substitutions. Silicone-Emulsion Sealant: At ca strip of integral sheet vinyl floor and adjacent surface. Product com I in with ASTM C 834 and, except t for weight ht loss measured per ASTM C 792,with ASTM C 920,that corners from straight pieces. Install reducer strips at edges of flooring at dissimilar materials and exposed concrete floors. Roppe No. 177 Tile-Carpet Jointer between tile and p p g y J complying g P g p carpet. Ro a No. 168 reducer at VCT to sheet vinyl transition. accommodates joint movement of not more than 25 percent in both extension and compression for a total of 50 percent Dow Coming 790 Silicone Building Sealant or equal. P PP Y Examination and Preparation: Acoustical Sealant: Non-sag, paintable, non-staining, latex sealant complying with ASTM C 834. Examine substrates and conditions for compliance with manufacturer's written requirements including, but not limited to,surfaces that are sound,level and plumb;substrates within installation tolerances; Acoustical Sealant for Concealed Joints: Non-drying, non-hardening, non-skinning, non-staining, unnable, synthetic rubber sealant recommended for sealing interior concealed joints to reduce transmission of rY 9, 9, 9, 9,9 Y 9 J surfaces that are smooth, clean and free of deleterious substances;and application conditions within environmental limits. Do not proceed with installation until unsatisfactory conditions have been airborne sound. corrected. Prepare substrates and adjoining surfaces according to manufacturer's written instructions.. Painting: ��■� �� Cutting and Patching: Hollow Metal Doors and Frames: Submit Product Data and prepared Color Samples. Before cutting/patching existing surfaces,examine surfaces to be cut and patched and conditions under which cutting and patching is to be performed.Take corrective action before proceeding if unsafe At completion of project, deliver to Owner a 1-gal. (3.8-L)container, properly labeled and sealed,of each color and type of finish coat paint used on Project. Add. No. 1 7/9/2008 Paint: Manufacturer's first-line quality paint material of the various coating es as specified and as indicated on the finish Ian. conditions are encountered.Protect existing construction during cutting and patching to prevent damage.Temporarily openings when not in use.Patch with durable seams that are as invisible as i q Y P g tYP P P . Submit Product Data and Door Schedule. product mixing,and application. environmental and substrate conditions i i written instructions for surface preparation, envi I possible. Inspect and test patched areas to demonstrate integrity of the installation. Do not cut structural members without prior written approval of Architect and Structural Engineer. For patching provide mitered or coped and continuously welded corners formed from 0.0478-inch thick cold-rolled steel for openings 48 inches or less in width and from 0.0598-inch steel Comply with paint manufacturer's i p p , p g, pp Interior Door Frames: Provide units with mi p i y "heavy r materials whose installed performance will equal or surpass that of existing materials..For exposed surfaces, provide or finish materials to visually match existing adjacent surfaces to the fullest extent for openings more than 48 inches in width. For rated doors and airs of doors only provide heav duty"knock down hollow metal frames at all other standard doorframes.. Provide one floor dip per jamb,4 possible. metal stud anchors per jamb. P Y P Y Y Interior Paint Schedule: Prepare doors and frames to receive mortised and concealed hardware according to SDI 107. Gypsum Board: Installation: Comply with NAAMM's"Metal Finishes Manual for Architecture and Metal Products"for recommendations relative to applying finishes. Wet locations: 1 coat B28W200 Pro Mar 200 Latex wall primer, 1.1 mils dry film thickness. Comply with manufacturer's written instructions for installation. Anchor each product secure) in lace, accurate) located and aligned. Clean exposed surfaces and protect from damage. If applicable, Factory prime all surfaces(oven dry primer one mil minimum). All door frames to be painted. 2 coats B62W2 series/ B60VZ70 Catalyst tile clad,4 mils per coat. PY P Y P Y 9 P prepare surfaces for field finishing. Non-Wet locations: 1 coat B28W400 Pro Mar 400 Latex wall primer,2 mils dry film thickness. 2 coats B9 Health Spec. Eq Shel, 1.5 mils dry film thickness per coat. Final Cleaning: Wood Doors: HM Frames: 1 coat B50Z series Kern Kromik Universal Metal Primer, 3 mils dry film thickness per coat. Clean each surface or item as follows before requesting inspection for certification of Substantial Completion: Submit Product Data and door schedule. 2 coats 1310 Health Spec semi-gloss, 1.5 mils dry film thickness per coat. Remove labels that are not permanent. Source limitations:Obtain flush wood doors through one source from a single manufacturer. Wood Doors: Factory Finished Stained and Sealed Clean transparent materials, including mirrors. Remove excess glazing compounds. Quailty Standard: Comply with WDMA I.S.1A-04. Replace chipped or broken lass. Factory Finish: Provide cinnamon stain on oak. Comply with WDMA finish requirements. Finish doors at factory. Finish:WDMA TR-6 catalyzed polyurethane.Staining:As selected from manufacturer Manufacturer: Sherwin Williams or equal P PP 9 Clean exposed finishes to a dust-free condition free of stains films and foreign substances. standard colors or custom color in accordance witht he approved sample to match existing. Factory finished doors to be installed just prior to substantial completion. P g Leave concrete floors broom dean. Examination Examine doors before hanging. Reject doors with defects prior to hanging. Proceed with installation only after unsatisfactory conditions have been corrected. Vacuum carpeted surfaces and wax resilient flooring. Installation: Install doors per the manufacturers written instructions. Align all doors for uniform clearance at each edge. Restore factory finish before installation if fitting or machining is required at project site. P g Adjust all doors to swing and operate freely. Architectural, Mechanical and Electrical Punchlist: Warranty: Provide full lifetime manufacturers warranty for Interior Solid Core Doors. End of Specifications Manufacturer: Marshfield Door Systems Provide Architect with a pre-punch list of items yet to be completed prior to request for inspection. Architect to schedule punch list based on completion of installation of all finishes and after final cleaning. Closeout Submittals: Access Doors and Panels: Record Drawings: Maintain a set of Contract Drawings as Record Drawings. Mark to show installation that varies from the Work as originally shown. Operation and Maintenance Data: Organize data into 3-ring binders,with pocket folders for folded sheet information. Submit Product Data Paint of match adjacent surface. Closeout Procedures: Steel Sheet: ASTM A 366 commercial-quality, cold-rolled steel sheet with baked-on, rust-inhibitive primer. Request Substantial Completion inspection once the following are complete: Trimless, Flush Access Doors for Gypsum Board: Units consisting of frame, concealed edge trim,door,hardware,and complying with the following requirements: Frame: 0.0598-inch thick steel sheet. Advise Owner of pending insurance changeover requirements. Door: 0.047-inch thick steel sheet. Submit Record Drawings, Maintenance Manuals,Warranties and similar record information. Concealed, Gypsum Board Edge Trim: 0.0299-inch zinc-coated or galvanized-steel sheet with face flange formed to receive joint compound. Deliver spare parts,extra stock and similar items. Hinge: Concealed spring pin or continuous type. Complete startup testing of systems. Locks: Screwdriver-operated cam. Remove temporary facilities and controls. Complete final cleanup. Touch up, repair, replace and restore marred,exposed finishes. Door Hardware: Obtain final inspections from authorities having jurisdiction. Obtain certificate of occupancy. Warranty: 5 year repair or replacement of defective components. Lifetime warranty for replacing sagging levers and cylinder housing. Upon receipt of a request for final inspection,Architect will proceed with inspection and advise the Contractor of unfilled requirements. Submit Hardware Schedule. For fire-rated openings, provide hardware tested and listed by UL or FM(NFPA 80). On panic exit devices, provide UL or FM label indicating Fire Exit Hardware." hardware Arrange for each installer of equipment that requires operation and maintenance to provide instruction to Owner's personnel. shall be ADA compliant. Door Hardware: As indicated in the Hardware Schedule on the Drawings. Non-removable hinge pins for exterior and public interior exposure. Warranties: Cylinders with 6-pin tumblers. Lead lined doors shall receive lead shielded hardware. Submit written warranties to the Architect P rior to the date certified for Substantial Completion. If the Architect's Certificate of Substantial Completion designates a commencement date for warranties other Finishes: Satin/brushed stainless steel. than the date of Substantial Completion for the Work,or as a designated portion of the Work,submit written warranties upon request of the Architect. Keying: Provide 4 change keys per lock,provide 6 masters. Manufacturer: Schlage Everest Restricted D Series Lever Hardware When the Contract Documents require the Contractor,or the Contractor and a subcontractor, supplier or manufacturer to execute a special warranty,prepare a written document that contains appropriate terms and identification, ready for execution by the required parties. Submit a draft to the Owner,through the Architect,for approval prior to final execution. Glazing: At Final Completion compile(2)two copies of each required warranty properly executed by the Contractor, or by the Contractor,Subcontractor,Supplier or Manufacturer. . Vail Organize the warranty documents into an orderly sequence based on each technical Specification Heading. glass product manufacturers; FGMAs"Glazing Manual";and publications of AAMA LSGA and SIGMA. Submit Product Data and Samples. Comply with written instructions of gla p g p , Request inspection for certification of final acceptance and finally payment,once the following are complete: Warranty: 10 years. Submit final payment request with releases of liens and supporting documentation. Interior Door Lites: 1/4"Tempered Glass Valley P P Include insurance certificates. Submit consent of surety to final payment. Medical On com letion of re-ins ection Architect will re are a certificate of final acce tance. If the Work is incom lete Architect will advise Contractor of the Work that is incom lete or obli ations that have not P P , prepare P incomplete, P s . Metal Framing and Supports: yet been fulfilled. Steel framing components for suspended and furred ceilings complying with ASTM C 645 and ASTM C 754. Center Wire Ties: ASTM A 641 (ASTM A 641 M), Class 1 zinc coating, soft temper,0.062-inch thick. Hangers: Wire,ASTM A 641 (ASTM A 641 M), Class 1 zinc coating,soft temper,0.162-inch diameter. Carrying Channels: Cold-rolled steel,2 inches. Furring Channels: 7/8-inch deep, cold-rolled channels. 8� W. Meadow Drive Steel framing for partitions complying with ASTM C 645. Vail, Colorado Studs and Runners: In depth indicated and 0.0179-inch thick,unless otherwise indicated. Rigid Hat-Shaped Furring Channels: In depth indicated and 0.0179-inch thick,unless otherwise indicated. 8 657 Furring Brackets: Adjustable serrated-arm type fabricated from corrosion-resistant steel sheet 0.0329-inch thick. Provide double 16 gauge studs at each door jamb;extend to structure above. Provide 20 gauge studs at 16"O.C. behind casework; provide 25 gauge studs at 16"O.C.elsewhere;unless UL assembly requires different gauge. Where new partitions adjoin existing construction,the new finished face shall align wiht the existing finished face unless noted otherwise. SHC-MRI Remodel Sheet Title: SPECIFICATIONS Permit Set 2 June 2008 Sheet Number: Aoml N N DPA Project: 08901.00.000 s COPYRIGHT 2008-DAVIS PARTNERSHP,P.C. H N DOOR AND FRAME SCHEDULE INTERIOR FINISHES GENERAL NOTES S DOOR FRAM E HARDWARE SIZE FIRE 1. ALL FINISH SAMPLES TO BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO ORDERING. CONTRACTOR TO VERIFY AVAILABILITY AND STOCK T T K TYPE RATING SET NO NOTES OF MATERIALS AND ALLOW ENOUGH TIME TO RECEIVED GOODS FOR INSTALLATION TO OCCUR AT REQUIRED TIMES. ■ . OPENING ROOM TYPE WD HG H ■ MEN 100 CORRIDOR D2 4'-0" 7'-0" 1 3/4" F1 -- D 2. CONTRACTOR SHALL PATCH AND REPAIR EXISITNG WALLS, FLOORS AND .CEILINGS AS REQUIRED FOLLOWING DEMOLITION OF EXISTING PARTITIONS 102 DRESSING D1 3,_ 7'-0" 1 3/4 F1 -- C AND EXISTING FINISHES. PATCHED AREAS SHALL BE INVISIBLE. MENEM * -- * 104 EXAM D 1 4 -0 7 0 1 3/4 *BY SHIELDING MANUFACTURER 105 EQUIPMENT D1 3'-0 7'-0" 1 3/4" F1 -- B 3. WHERE NEW PARTITIONS ADJOIN EXISTING BUILDING PARTITIONS, THE NEW PARTITION FINISH SHALL ALIGN WITH EXISTING FINISH. FINISHED 106 OFFICE D1 3'-0 7'-0" 1 3/4" F1 -- A SURFACES OF NEW WORK MEETING EXISTING CONSTRUCTION OF SIMILAR MATERIALS IN THE SAME PLANE SHALL BE FLUSH WITH NO VISIBLE JOINT SHOWING. WHENEVER EXISTING FINISH MATERIAL AND OR SURFACES MUST BE CUT OR OPENED: REPAIR AND RESTORE SO THAT THE DAVIS FINISHED PATCH IS INVISIBLE AND MATCHES ADJOINING ORIGINAL WORK IN EVERY WAY. HARDWARE. NOTES HARDWARE GROUPS 4• WHERE CONSTRUCTION HAS .DISRUPTED. THE .EXISTING WALLS, FLOORS, CEILINGS, ETC.. THE FOLLOWING .SHALL OCCUR: PARTNERSHIP A. WHERE WALLS HAVE BEEN REPAIRED AND PATCHED, THE ENTIRE WALL IS TO BE REPAINTED, SO THAT THE PATCH IS INVISIBLE ARCHITECTS ACROSS THE ENTIRE WALL SURFACE. TA2714 4 1/2 X 4 1/2 „ 1. ALL WELDED FRAMES WITHIN THE WORK AREA TO BE PAINTED. Group #A 3 HINGES US32D MC B. BASE HAS BEEN REPAIRED AND PATCHED NEW BASE TO MATCH EXISTING SHALL INFILL 2 -6 IN EITHER DIRECTION 2301 Blake Street,Suite 100 ND53PD RHO WHERE WALL Denver) 1 OFFICE LOCKSET 626 SC Denver,CO 80205 303.861.8555 WS407CCV OF THE PATCH AND REPAIR (5,-0 LINEAR FEET TOTAL) TO MAKE THE PATCH INVISIBLE. 2. HOLLOW METAL FRAMES TO MEET SDI (STEEL DOOR INSTITUTE) 1 WALL BUMPER US32D IV SR64 X C. WHERE FLOOR HAS BEEN REPAIRED AND PATCHED, NEW CARPET, VCT, VINYL SEAMLESS FLOORING AND/OR TILE TO MATCH 0225 Main Street, Unit C101 REQUIREMENTS, INCLUDING SDI-105-91 AND SDI-100-91. 3 DOOR SILENCERS IV Vail EXISTING SHALL 1NFILL 3'-0" IN ANY DIRECTION OF THE PATCH AND REPAIR (9'-0" SQUARE FEET TOTAL) TO MAKE THE PATCH (Edwards,CO 81632 970.926.8960 3. INTERIOR WOOD DOORS TO BE 5-PLY MARSHFIELD DOORS TO Group #B 3 HINGES TA2714 4 1/2 X 41/2 26D MC INVISIBLE. MATCH EXISTING. 1 STORE ROOM LOCKSET ND80PD RHO 10-025 US32D SC D. WHERE CEILING HAS BEEN REPAIRED AND PATCHED, NEW CEILING GRID, ACOUSTICAL CEILING TILE, AND/OR GYPSUM BOARD TO 1 WALL BUMPER WS407CCV US32D IV MATCH EXISTING SHALL INFILL 2'-0" IN ANY DIRECTION OF THE PATCH AND REPAIR (4'-0" SQUARE FEET TOTAL) TO MAKE THE 4. DOORS TO BE FLUSH DESIGN, 1-3/4" THICK, SEAMLESS FACE 3 DOOR SILENCERS SR64 X IV PATCH INVISIBLE. IF CEILING GRID AND/ OR TILES ARE TO BE REPLACED, THEY SHALL BE REPLACED IN WHOLE INCREMENTS, SO AND EDGE CONSTRUCTION. AS TO MAKE THE PATCH INVISIBLE. WHERE GYPSUM BOARD CEILINGS ARE PATCHED AND REPAIRED, THE ENTIRE CEILING IS TO REI STRUCTURAL Group #C 3 HINGES TA2714 4 1/2 X 4 1/2 26D MC BE REPAINTED, SO THAT THE PATCH IS INVISIBLE ACROSS THE ENTIRE CEILING PLANE. 0150 EAST BEAVER CREEK BLVD. " 1 PRIVACY LOCKSET ND40S RHO 10-025 626 SC 5. DOOR ASSEMBLIES IN INTERIOR PARTITIONS ARE 6 FROM FINISHED UNIT 204A, P.O. BOX 8009 FACE OF ADJACENT PARTITION TO THE EDGE OF THE DOOR LEAF 1 WALL BUMPER WS407CCV US32D IV 5. ALL VERTICAL DIMENSIONS SHOWN TO FLOOR ARE TO BE FINISHED FLOOR, UNLESS NOTED OTHERWISE. WHERE FINISH IS TO BE CARPET, AVON, COLORADO 81620 UNLESS NOTED OTHERWISE. 3 DOOR SILENCERS SR64 X IV VERTICAL DIMENSION IS TO SLAB. CATOR, RUMA & ASSOCIATES, CO. B D 3 HINGES TA2714 4 1/2 X 4 1/2 26D MC 6• WHERE EXISTING WORK IS TO REMAIN AND BE REPAINTED, PATCH AND REPAIR AS REQUIRED SO THAT ALL PATCHED AREAS ARE INVISIBLE. 1550 DOVER STREET SUITE 2 6. HINGES T BE HEAVY DUTY. LOW USE DOORS CAN BE MEDIUM DUTY. Group # 1 PASSAGE LOCKSET WD10S RHO 626 SC NEW WORK THAT ADJOINS EXISTING SURFACES SHALL BE FLUSH TRUE PLUMB AND/OR IN SAME PLANE AS THE EXISTING WORK AND FINISHED LAKEWOOD, COLORADO 80215-3132 PROVIDE BALL BEARING TYPE, 4-1/2"x4-1/2", 3 PER LEAF FOR 1 WALL BUMPER WS407CCV US32D IV TO BLEND AND MATCH IN TEXTURE AND FINISH WITH ADJACENT SURFACES. FLOAT PATCHES AND JOINTS A MINIMUM OF 24 WIDE TO BLEND DOORS 7'-0" HIGH AND LESS, 4 PER LEAF FOR DOORS OVER 8'-0" 3 DOOR SILENCERS SR64 X IV AND FINISH INVISIBLY. HIGH. HINGES TO BE BRUSHED CHROME, WITH FLAT BUTTON TIPS 1 PUSH BUTTON ACTUATOR REUSE EXISTING CORRIDOR DOOR KEY PAD AND NON-REMOVABLE PINS AT EXTERIOR DOORS. 7. CONTRACTOR SHALL TAKE CARE TO PROTECT ALL NEWLY INSTALLED MATERIALS AND FINISHES UNTIL WORK IS FORMALLY ACCEPTED BY THE 7.ALL HARDWARE TO BE LEVER TYPE; ADA COMPLIANT. ARCHITECT AND OWNER. DAMAGED ITEMS OR FINISHES ARE TO BE REPAIRED OR REPLACED, AS REQUIRED BY THE ARCHITECT. 8. ALL FLOOR TRANSITIONS TO OCCUR AT THE CENTERLINE OF THE DOOR UNLESS OTHERWISE NOTED. FLOOR TRANSITION STRIPS SHALL BE 8. ALL HARDWARE TO HAVE US 32D,. 26D, 626 OR 689 FINISH. SUBMITTED TO ARCHITECT FOR COLOR SELECTION. FLOOR TRANSITIONS REQUIRED AT ALL CHANGES IN FLOOR MATERIALS. LEGEND 9. ALL WOOD DOORS AND TRIM TO BE CINNAMON STAINED OAK TO MATCH FOUNDATION DOORS. AL - ALUMINUM IV - IVES 10. PROVIDE CINNAMON STAINED OAK CHAIR RAIL WITH WALL COVERING TO MATCH EXISTING. PAINT WALL ABOVE CHAIR RAIL CL - CLASS LC - LCN 11 . ACT WITHIN AT CORRIDOR 108 IS ARMSTONG TEGULAR DROP IN TO MATCH EXISTING AS DISTURBED BY CONSTRUCTION. HM - HOLLOW METAL MC MC KINNEY MIN - MINUTE - 12. GRID IN EXAM 104 TO BE ALUMINUM. . PE PEMKO PT - PAINT RO ROCKWOOD �,y STL - STEEL RX RIXSON ROOM FINISH SCHEDULE to T TEMPERED SC - SCHLAGE NO. NAME FLOOR BASE WALL CEILING REMARKS COTT M ICHAEL NORTH EAST SOUTH WEST NEVIN 100 CORRIDOR --- R132 --- PT3 PT3 -- --- � 202985 DOOR TYPES FRAME TYPES 101 VESTIBULE VCT1 RB1 PT1 PT1 PT1 PT1 ACT1 � 4,-0" 2" 2" 102 DRESSING VCT1 R61 PT1 PT1 PT1 PT1 ACT1 31-0" 6" 6" 3'-0" TEMPERED VARIES 103 CONTROL VCT1 RB1 PT1 PT1 PT1 PT1 ACT1 GLASS 104 EXAM VCT1 R61 PT1 PT1 PT1 PT1 ACT1 v l 105 EQUIPMENT VCT1 RB1 PT1 PT1 PT1 PT1 ACT1 1 106 OFFICE -- RB1 PT1 PT1 --- --- ACT1 PT1 co Ao.2 107 CLINICAL RESEARCH --- RB1 PT1 --- PT1 PT1 --- 2 --- --- --- 108 CORRIDOR RB1 PT1 PT1 PT1 NOTE 10 ABOVE ��: - •� �� r� 0 o ao.2 C> 114 OFFICE - RB1 --- PT1 --- -- --- Add. No. 1 7/9/200$ i� 2 o A0.2 — 108 CORRIDOR — RB1 --- PT1 PT1 FITT, ACT1 NOTE 10 ABOVE WOOD DOOR WOOD DOOR PAINTED E 7T NON—RATED W/ WINDOW HOLLOW METAL FRAME NON—RATED NON—RATED FINISH KEY D1 D2 F1 ABBREV. TYPE RECOMMENDED MANUFACTURER SIZE PRODUCT ID & COLOR REMARKS --- NO NEW FINISH ACT1 ACOUSTICAL TILE ARMSTRONG 24"X24" FINE-FISSURED SQUARE LAY-IN #1810 5/8" GYPSUM BOARD /8" GYPSUM BOARD ;.. PL1 PLASTIC LAMINATE WILSONART 7924-07 BILTMORE CHERRY PL2 PLASTIC LAMINATE WILSONART 1787-60 OXIDE 2 METAL STUDS BACK TO BACK METAL HEAD TRACK PT1 PAINT KWAL HOWELL OAKBUFF 7752 HOLLOW METAL CLOSURE TRACK METAL FRAME HEAD PT2 PAINT BENJAMIN MOORE EARTHLY RUSSET 2173-10 DOOR FRAMES PT3 PAINT SHERWIN WILLIAMS VELLUM SW1116 UNIVERSAL WELDED STEEL STUD ANCHORS, • - . • ��. • RECESSED 1/2" FOR STUD AND GYPSUM BOARD „ R61 RUBBER BASE ROPPE 4 HIGH #188 BRICK R82 RUBBER BASE ROPPE 4" HIGH #172 CHAMPAGNE HOLLOW METAL DOOR HOLLOW METAL FRAME JAMB VCT1 IVINYL COMPOSITION TILE ARMSTRONG-SDT 51954 SANDSTONE BEIGE HOLLOW METAL DOOR NEW PARTITIONS NEW PARTITIONS COORD. WITH COORD. WITH PARTITION SCHEDULE PARTITION SCHEDULE 1 HOLLOW METAL HEAD 2 HOLLOW METAL JAMB A0.2 3" = V-0" A0.2 3" = 1'-0" Vail " Valley f I edical n C e to r 181 W. Meadow Drive Vail, Colorado 81657 SHC MRI Remodel 1091911. Sheet Title: SCHEDULES Permit Set 2 June 2008 Sheet Number: A002 N DPA Project: 08901.00.000 s COPYRIGHT 2088.DAVIS PARTNERSHIP.P.C. ■ ■ ■ ■ ■ SON DAVIS _ PARTNERSHIP -ARCHITECTS Denver 2301 Blake Street,Suite 100 (Denver,CO 80205 303.861.8555 Vail 0225 Main Street,Unit C101 (Edwards,CO 81632 970.926.8960 R EI STRUCTURAL 0150 EAST BEAVER CREEK BLVD. UNIT 204A, P.O. BOX 8009 AVON, COLORADO 81620 CATOR, RUMA & ASSOCIATES, CO. 1550 DOVER STREET SUITE 2 LAKEWOOD, COLORADO 80215-3132 95 OCCUPANTS REQUIRED EGRESS WIDTH=19' PROVIDED WIDTH=70" EXIT DISCHARGE O 64 OCCUPANTS p REQUIRED EGRESS WIDTH=12.8" PROVIDED WIDTH=4," 1 I Lul_ -_ I C ; EXIT DISCHARGE _ - SCO N INHAEL THIRD-21 _ 202 ; _ _ SECOND=43 HOP ' A _ T I � OCCUPATIONAL II V. 9 HEALTH GR U s2 527 18 ` � �� 696 S.F. A ~ i 1,579 S.F. i � 696/240=3 Y . . L 1,579/1")0=1 H R CY - � GROUP M 909/30 =31 WAITING 7 1 ;� Add. No, 1 7/9/2008 3 . � - --_- 3 S.F. 6 EATS 0 o T I 1 1 1 I� ADMISSIONS 9 0'M I I II�11 II�II I II�II� . RF 2,1 S. ~ PROVIDED WIDTH=82" PROVIDED 0 SEATS 894/100=9 1 N 175' WIDTH=34. 31 3C6 SI.F. E 2,16 / 00 2 55 OCCUPANTS, REQUIRED WIDTH=11 (CENTRAL) " 29 OCCUPANTS, REQUIRED WIDTH=5.8 (EAST) EXIT DISCHARGE 1,413 S.F. 8 - �: I {- 33s• 1 9 SEATS ;+ PROVIDED WIDTH=82" I�QO❑OO O❑O a❑ ; 80 OCCUPANTS 6 C P U ) v 0 REQUIRED EGRESS WIDTH-14.6" 73 C A , E I D = Q PROVIDED WIDTH-71" ATRIUM 7 203• I„ B LDING S PHARMACY F R D _ 1,577 S.F. == _ BUIL P RT WIDTH=73 16 SEATS O 373 S.F. 570 S. IT 2,470 S.F. tl 2 I y o � 186 S.F. 62 S.F. = 22470/300=9 THIRD=4 DISCHARGE 1 __ _ ao❑oo � n❑ _ 1 1 1 SECOND=50 65 OCCUPANTS 65 2 117 CONVERGE E REQUIRED EGRESS WIDTH=13• MA 27 CORRIDOR 886 SF=9 -5• BAS E M E NT=67 PROVIDED WIDTH-42 _ IMAGING I N G '. Q�PROV�WID -45.5 I � � 718 S.F. , +12 1 RECEPTION PT -- 5 EXIT DISCHARGE � °o I �' 4 P 71s/loo=s IT FOR SHF - 1 117 OCCUPANTS 391 S.F. I COIJ 0 589 S.F. 1 eI �� 1 STE MA 1,240 S.F. REQUIRED EGRESS WIDTH=23.4' 391/100=4 � 0 I 1 1- 1 3 w 2 f PROVIDED WIDTH=39" 1,240/100=13 589/100=6 g I HA I 6 � _ NMEME I WAIT NG E 1 - --- I �� fI - w f _ I � 5 .F. I MEDICAL RECORC� x OF C 629 .F. E � I� }99� -_ � _ __..._..:° �.._._....______....._.__..._____-__-______�=__� --- -- ---- _--- 1,487 S.F. � �,,T�. - . -. 1 . 11. .1 q I 20 S ATS _ _ / iE f 99 I I f 1 1,487/300-_ 5 Y, I � 9 � / 2ss• �.� � 10 � I 01 f T I -�r � Il 12t. R 84' 0 24 135• 237 6 II 21 _ 1 _ __ I C RID 220S =3 1 _ I} � CO 1 IN PATIENT SPC 1 11_ 9 1 1 ,86• PHARMACY _ 2 S.F. 82/300 NUC MED. =3 815 S.F. 1 - - 815/100=9 HOWARD HEAD - I S.F. �� _ SHIPPING/ 3,320 S.F. I _ MRI _ L_ __ 46 / 0=5 257• 167• 1 dmin 1 _ 846 S.F. _ RECEIVING 3,320/100=34 _ 4 26 S.F. I - ARDI U N 1,010 S.F. 5 ,182 S.F. 2,132/1 00 1,010/300=4 1 THIRD=28 ! 2 T N INS UND SECOND=49 COLORADO MOUNTAIN MEDICAL ,9 1 ,956/1 _ 4 11 EXIT DISCHARGE 3,800 S.F. EXIT DIS H Rx _ 1- � _ � _ Vail 140 OQ UPANTS - 2 euzss 56 OCCUPANTS 3,800/1 00-38 AREA _ _ F.F. - � � REQUIRED EGRESS WIDTH-11.2" REQUIRED, EGRESS WID 28 € 125 _ 18t4.25 77 PROVIDED�WIDTH=39" — --° „. .: ,,.:-,, - _' -' �_ —' .... _... p 77 OCCU PROVIDED WIDTH=4,' Valley SIDEWALK=�0" '_ � 1 1 I 1�1 1 1 1 1 1 1 1 1 1 1 ■ 1 1 1 1 t F.EE-. c I REQUIRED DTH=15. .. 2� O1C�i�'A - " T I R , 7 8,4�.�s ,, OCCUPANTS T _ a PROVIDED WI -45 W-73 _ REQUIRED EGRESS WIDTH=4* o, �I REQUIRED EGRESS WIDTH=1.2; 1:11:11:111 g - p y S _ \✓ N ,.73 PROVIDED WIDTH=36 ao PROVIDED WIDTH 36 1:1,003-13,E] _..... . .. .......... t. a: e � 140 CONVERGENCE ,... Medical � NER TO MAINTAIN 44" R EGRES °ROTE `s • a-LOWED T G AGwNSr D�°oN EG Ess �� _ x - Center .: . EX ta,= :.: f T DISCHARGE f jj `� I ISC ARGE NG 108 OCCUPANTS REQUIRED'REQUIRED_ EGRES S WI D =21.6" m PROVIDED,WDTH=72" 181 W Meadow Drive E I.,' E"LN[h w_ Vail Colorado 81657 mwti NOTE EGRESS WIDTH FOR STAIR DOORS l PARTITION TY IS BASED ON CODE ALLOWANCE 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ■ SCOPE O WORK K PE LEGEND OCCUPANCY LEGEND SHC-MRI Remodel FOR EGRESS WIDTH TO BE BASED ON ACCUMULATION OF SECOND AND BASEMENT CONVERGENDE 8'-0" CORRIDOR WIDTH : 1 HR FIRE BARRIER GURNEY EGRESS \. 1►71[:i��11[.1 11 IC.11[.11� 2 HR FIRE BARRIER Sheet Title: 2 HR FIRE/SMOKE BARRIER NOTE. GROUP B OCCUPANCY - LIFE SAFETY PLAN (UNLESS NOTED OTHERWISE) OCCUPANCY & SEPARATIONS Permit Set 2 June 2008 Sheet Number: 1 LIFE S AFETY PLAN AR1.1 1/16" = ,� 0 8' 161 AR1 ml 1 0 z J DPA Project: 08901.00.000 s COPYRIGHT 2008.DAVIS PARTNERSHIP.P.C. ■ Now MENEM DAVIS PARTNERSHIP ARCHITECTS Denver 2301 Blake Street,Suite 100 (Denver, CO 80205 303.861.8555 Vail 0225 Main Street, Unit C101 (Edwards,CO 81632 970.926.8960 W 11111. � REI STRUCTURAL 0150 EAST BEAVER CREEK BLVD. UNIT 204A, P.O. BOX 8009 AVON, COLORADO 81620 CATOR, RUMA & ASSOCIATES, CO. 1550 DOVER STREET SUITE 2 LAKEWOOD, COLORADO 80215-3132 I j k m m m m DEMO LEGEND - - - PLAN LEGEND O SCOTT MICHAEL O NEVIN T �F� I .� �A 2029 ��. I INDICATES ONSETO EXISTING REMOVED R VISITOR'S / �' �\~�`s INDICATES EXSITING WALL 109 p TOILET � � INDICATES EXISTING DOORS AND `-'.. �/ TOILET I INDICATES NEW WALL DOOR HARDWARE TO BE REMOVED � ` 1 C� / j n 1 4 - INDICATES EXSITING DOOR d p �. ALIGN FINISHED [ FACE OF WALL INDICATES NEW DOOR I�� IC - I � 1►� <2> � 1 i � ■ i - E .®P� INDICATES EXISTING WALLS OR 0 ■ Add. No, 1 7/9/2008 � � 1,_6" �E �=PT _ _ _ _ _ _ _ _ INDICATES EXSITING WINDOW ■ CORRIDOR � PARTITIONS TO REMAIN ■ . ■ III �� �- - - - - - - - - - C� ■ CORRIDOR � O 107 1� 100 CORRIDOR ® INDICATES NEW WINDOW INDICATES EXISTING DOORS TO REMAIN <2> 108 i CORRIDOR $ " " 1'-o" INDICATES NEW EQUIPMENT AND --------------� --- ■ 100 1 -0 2 ■ � FURNITURE BY OWNER . . . 108 ALIGN FINISHED VESTIBULE 3SB ALIGN FINISHED ■ I. . . . . . . . . . . . . . . L - _ - ■ ■ FACE OF WALL 101 FACE OF WALL 5,_3" ■ ' INDICATES NEW CASEWORK W/ . . .it=_ _ �._' — —--—-_- CASEWORK ABOVE 1 4S . '. .) . I �- ————— I :::;:::::,:: INDICATES EXISTING SLAB TO BE REMOVED; �• �. L ———————�j———— REFER TO STRUCTURAL FOR EXTENT OF 1SB OSB . . . . . . . . . . . . . . . . . . . . I . . . . . . . DEMOLITION •I � II � ......... _ 4sB 7 L .,.,. . I . I .I. . . . . . . . . . . . . j. . . . . . I I I 2 104 1SB 1 ■ . . . . . . . . . . . . . . .I • I ( . . . . _ —I I I ( ■ 12'-2" O DRESSING . . . . . . . . . . . . . . . L .I I . . . . r . I I I ■ 102 , ■ I. . . . . %. . . . . . . . I I ( ■ 1 0 A 4'-2%" _ / 20"x42" BENCH; I. . . . . . . \. . . . . I I ( _ SB RE: 16/A7.0 . . . . r. i'. j. . . . . . . .�. . . I I I 4 A�.o 2 CONTROL N PLAN NOTES . . . . . . . . . . . . . . . . . . . . . . . . . . . L .I . CLINI AL RESEARCH I . I II I II I ■ 3 107 ■ � ■ I . I . I. ..'. '.ST.ORAGE . I'I' 'e' ' I I I ■ ■ 23'-1" 8'-955" M10 2._L. ■ 1. DIMENSIONS ARE TO FINISHED FACE OF 001906",1�f.Ti1• . . . . . . . . . I'. I '.I. . . . . X10 I.j. . . I II ■ �I. .� . .I ■ PARTITION. • 8" 8'-8" 2. CONTRACTOR TO NOTIFY ARCHITECT IF . . . . . . . . . . . . . . . . . . . . . . . . . . . . ( . . . . . Q '. . .II . . . . II ALIGNMENT OF NEW. CONSTRUCTION TO . I I . I I o _ EXISTING SURFACES DOES NOT MATCH . . . . . . . . . . . . . . . . .I . ——— —.fit I I I 4 DRAWINGS. CONTRACTOR TO INCUR EXPENSES . . . . . . . .MED. . . . . . . , . . . . . I• •I I . . . . . . . . . I i� I CO FOR ANY CORRECTIONS RESULTING FROM DI—RECTOR . . . . . . . . I I . . I ■ EXAM ■ FAILURE TO COORDINATE SOLUTION ■ . ..0 *I '. I. . I i� I I ■ ■ . 104 'a ACCEPTABLE TO OWNER. . . . . . . . . . . . . . . . . . I. .( . I I I I ( 3. WALLS AROUND COLUMNS WHERE CONCRETE ■ I I ■ SLAB IS TO BE REMOVED HAVE BEEN I. .I . ( INDICATED TO BE PLACED IN ORIGINAL ® I I I I ll _ o_ A�.o 5 I I 6 A7.o l LOCATION. . � I W TIM, E: 19 A7.0 . . . . . . . . . . . . . . . . . . . . . . .I'.'I'.I. I I I 1 — / ' 4 . . . . . . . . . . . . . . L .I . . . . . . . . . . . . I I °O 2 1 SB "' O . . I . . . . . . . . . . . . . . . II ■ ■ . . . . .'L .f.'I' ■ . . . . . . . . . . . . . . . II ■ ■ 2 ■ . . . . I I 1 2 B ■ . . . . . . I. . . . . . . . . . . . . . I I ■ �, 105 3 ---------J I- - ® � ALIGN FINISHED. �,_ „ FACE OF WALL E PLAN KEYNOTES PLAN KEYNOT S CLINICAL RESEARCH - EQUIPMENT - � 105 e 115 a Vail OWINDOW TO BE REMOVED TO SET MAGNET. " COORDINATE BLOCKOUT PANEL IN RF SHIELDING 1 10-141 Il 1 CONTRACTOR TO COORDINATE REMOVAL AND O WITH EXISTING OPENING. s ■ RE-SETTING OF WINDOW, REPLACING EXISTING Valle FELLOWS WATERPROOFING AND RE-ATTACHMENT TO FRAME OPENING FOR 3 -0 x 7 -0 DOOR IN ■ STRUCTURE. PROTECT WINDOWS METAL PANEL ■ 4 4 ■ 2 " 111 � � O 2 HOLLOW METAL FRAME FOR FUTURE USE. ■ FRAME AND ADJACENT WALL FROM DAMAGE. Medical STORAGE I-L ALIGN FINISHED 3SB ■ DRYWALL OVER OPENING. 112 ` ` REMOVE SOFFIT AS REQUIRED. PROVIDE NEW FACE OF WALL CONFIGURE FRAMING TO ALLOW INSTALLATION OF Center O 3 � GRID; REUSE CEILING TILES, DIFFUSERS AND " O NEw .DOOR.. LIGHT FIXTURES. 30 HIGH; 30 DEEP COUNTER WITH BACKSPLASH; RE 7,8/A7.0 I EXISTING CASEWORK TO REMAIN. PROTECT II ■ 106 UPPER CABINET, BOTTOM SEr 30° O FROM DEMOLITION AND CONSTRUCTION DAMAGE. 81 W• Meadow Drlve ABOVE COUNTER; RE: 12/A7.0 Vail, Colorado ———-— -� ■ OFFICE OFFICE ADD DRYWALL AND FRAMING AS REQUIRED TO = _ , 106 114 ( O FINISH OFF NOOK RESULTING FROM DEMOLITION 8�6J7 i IN THIS AREA TO CREATE FLUSH FINISH FACE ■ STORAGE AS SHOWN. 113 ■ a ■ SHC-MRI Remodel m . . . ,� . . . . . . . m m . . . m m . . . . . . . m . . Ell Sheet Title: DEMOLITION AND NEW CONSTRUCTION PLANS .a Permit Set 2 June 2008 EXISTING ,�` ` I j Sheet Number: PLAN NEW CONSTRUCTION PLAN 1 DEMOLITION 2 A1 .1 1 4„ _ 1 ,_p„ , Z'_ =Zi =A 0 2 4 ■ N A T DPA Project: 08901.00.000 0 COPYRIGHT 2068-OAVIS PARTN9iSHW,P.C. ■ ■ ■ ■ ■ ■ DOE e MENEM MECHANICAL TOP ROOF UNIT DAVIS PART _ERSHIP N sEALANT ARCH I T E C T S MASTIC EPDM TO CURB 2" RIGID INSULATION STRAPPED TO ROOF CURB; ROOF CURB BY 2301 Blake Street, Suite 100 ROOF TOP MANUFACTURER Denver(Denver,CO 80205 303.861.8555 FIRE RESISTIVE WOOD CANT STRIP 0225 Main Street, Unit C101 LAP AND SEAL NEW ROOF Vail P OVER OLD Edwards,CO 81632 970.926.8960 RE:MANUFACTURER'S REQUIREMENTS �•� �� SINGLE-PLY FULL ADHERED EPDM ROOFING MEMBRANE . . REI STRUCTURAL COORDINATE CUT INTO 0150 EAST BEAVER CREEK BLVD. i EXISTING CONCRETE AND UNIT 204A, P.O. BOX 8009 METAL DECK WITH ROOF AVON, COLORADO 81620 TOP OPENINGS CATOR, RUMA & ASSOCIATES, CO. 1550 DOVER STREET SUITE 2 LAKEWOOD, COLORADO 80215-3132 i 3 TYPICAL ROOF CURB A2.0 1 1 /2" _ 1 1_011 i 4 a 8 0 III, ITV Ni 3 13 t pj'..�'t,.e d ROOF NOTES # 1 � . 'a :r RCP LEGEND l SCOTT MICHAEL.\• .`p" , NEVIN M MANUFACTURER WITH OWNER. 1. VERIFY EPDM INDICATES EXISTING WALL 202985 � 2. CONTRACTOR TO USE MANUFACTURERS STANDARD DETAILS TO PATCH AND REPAIR ANY DAMAGE FROM " VISIT R'S "°`° ' ''`<` E INDICATES NEW WALL WORK ASSOCIATED WITH. INSTALLATION AND SETTING OF UNIT. _ # Aen V INDICATES NEW .DOOR n. 3. CONTRACTOR TO CONSTUCT CRICKETS WITH '4 .�° ,.,t ?.'�.�.�<. Mi•��*}^:.ga,.:.ter= .G, . TAPERED. INSULATION TO INSURE PROPER DRAINAGE I <4 b' 4 ••i r AROUND UNITS TO EXISTING ROOF DRAINS. { I IN IN INDICATES EXISTING DOOR W 109701111 _ 1 ?3 4. CONTRACTOR TO OBTAIN OWNER'S APPROVAL F FOR T_NE TT PLACEMENT OF ROOF TOP UNITS PRIOR TO '` '` " O INDICATES INCANDESCENT DOWNLIGHT °: N. : " ' COMMENCING CONTRUCTIO °I: O 1 Add. No. 1 7/9/2008 i' e• a' t.' k INDICATES UNDER R CABINET LIGHT ■ INDICATES WALL MOUNTED LIGHT SCONCE 1 RRID R �:, ;.°,A.., O INDICATES RECESSED CORRIDOR STIBU 108 " �° 100 101 q ■ 1 1 DR ED SO F -6"; RE: 14/A7. :°``q; ° ■ INDICATES NEW 2x2' RECESSED FLUORESCENT FIXTU .. . 1 8 0 •f •' .,:. • 1 RESSING INDICATES NEW 2'x2' CEILING GRID WITH NEW '�� ,t,' �•, 1 102 1 ACOUSTICAL CEILING TILE/ACT 1 1 1 13 A7•o 1 INDICATES GYPSUM BOARD CEILING OR SOFFIT 1 C8' Off 1 LI N FINIS( ED FA F S0 WITH EXISTING MECHANICAL SCREEN WALL 1 1 FINSHED FACE OF� �L OF THE WAL TO JAM � CLI ICAL RESEARCH ■ ■ I o o O O o 1 0 1'-4" 1 ' , ,07 RCP NOTES ■ --,.--Df.OPPED OFFIT AT 7'-6"; 1 C ORDINAT LOCATION WITH 1 13 ! 1. CEILING HEIGHT MINIMUM TO BE 7'-6" A.F.F.;01 .]Tf AY TOP S TO L)WER 1 A�.o I 0 s! NOTIFY ARCHITECT IF HEIGHT IS UNACHIEVABLE. C) SI E OF R OM O � _— li :t N 1 2. REFER TO ARCHITECTURAL DRAWINGS FOR ^I EXAM 1 1 ''. I ■ LOCATION OF LIGHT FIXTURES, REFER TO ■ `r' 0 O 104 ¢ O' O 1 O 1 ELECTRICAL DRAWINGS FOR FIXTURE SIZES AND ROOF TOP UNITS; RE: MECHANICAL 1 TYPES, EXIT SIGNS, SPEAKERS SMOKE 8'-0f. _611 1 13 DETECTORS AND ADA REQUIRED DEVICES. 71 A7.9 1 `. s--- — 3. REFER TO MECHANICAL DRAWINGS FOR 1 LOCATION AND SIZES GRILLE LOCATIONS AND 1 ■ 1 ONTROL SIZES. PATCH AND REPAIR EPDM ROOF ■ [_T0_3__l AS DISTURBED BY CURB INSTALLATION — — ® — — — — — 1 , :: 4. SPRINKLER HEADS TO BE CENTERED IN TILE. AND ADJACENT CRICKET TO DIVERT ■ E UIPME T WATER AROUND UNIT. 105 ® ® ® ® ® � 5. CENTER GRID IN ROOM / HALL WAY. 1 ® 1 6. CONTRACTOR TO REPLACE ANY TILES DAMAGED 3 1 ■ DURING DEMOLITION AND NEW CONSTRUCTION. i Z 0 0 ■® W W 1 1 - Vail EXISTING ROOF TOP UNIT 7'-6' 1 :I V € I 1 Valley 1 B z RCP KEYNOTES Medical W OF ICE Center 106 1O MODIFY GRID AS DISTURBED BY NEW CONSTRUCTION ■ EXAM ROOM BELOW ■ Q � _ �--- 181 W. Meadow Drive � Vail Colorado 9'_9n 81657 ems'. «i• b.n t f•, _ Y'• °Sl 3> Y' yt1 rNk' ■ SHC MRI Remodel EXISTING MECHANICAL SCREEN WALL ROPPED SOFFIT AT 9'-8"; TYPICAL EXTERIOR WALL IN 0 IN IN IN IN IN IN IN 0 IN 0 IN IN Sheet Title: D REFLECTED ROOF AN CEILING PLANS Permit Set 2 June 2008 Sheet Number: REFLECTED CEILING PLAN � ROOF PLAN 2 C C G �- ��$ 0 0 2 4 0 2 4 A20 man DPA Project: 08901.00.000 s COPYRIGHT 2008-DAVIS PARTNERSHIP,P.C. " ■ ■ /17 18 ■• . ■ - A7.0 A7.0 12 /12 p a a . 2 2 A7.0 A7.0 MEN tL 2'-0" 3'-6" 3'-6" S-6" 2'-0" 2'-0» �" 2Y�" 2Y" " LIGHT SCONCE; TYPICAL MOUNTING 4" WOOD FRAMED WINDOW; RE: 15/A7.0 E MHEI SAME AROUND ROOM; REFER 1' " ' 0" 3'-0" 3'-0 3'-0" 1'-6" 3'-0" 3'-0" 3'-0" 3-0" TO RCP FOR.LOCATION IN ROOM ■ ■ ■ ■ 0�—d 12 /5 in " ris / \ — -- ---- -- �- 7` � � 'V � 'V r- ne l p 20 hould I I N — — — - — — — �, - — — — — - - DAVIS rj \3� r� 20�cn e/ ;,, / WINDOW TO i 2 � _I / CONTROL ROOM I — — — — — — — — — — — — — — — — — `-� 24" h `o / M I I o SD P D UCL UCL sp19 58" phantom BACKSPLAS ®® / N N PARTNERSHIP M 50" ad ctl o KBD KBo N !iac cn a iv OPEN Deriver 2301 Blake Street, Suite 100 d - Denver,CO 80205 303.861.8555 PVC EDGE TO MATCH PL1 n , a , a " a p p p p p 2-6 1 - l'-6- 1 -6 1'-6" 1 -6 3'-0 3-0 13'-11" FV 4-3 4'-6 3-6 HORIZONTAL COUNTER/SHELF 2'-6" 3-10 6-4 3-10 0225 Main Street, Unit G101 " a p " 1" t p Vall I Edwards,CO 81632 970.926.8960 2 2 n 2 1 PL 2-ALL VERTICALS INCLUDING BACKSPLASH AND CABINET INTERIORS 2'—10 FV DRAWER INTERIOR TO BE MELAMINE PLASTIC LAMINATE ON VERTICALS BLOCK OUT LINE FOR .MAGNET INSTALLATION 13'-11° W. •� . � 9 10 10 /11 7 A7.o A7.o A7.0 A7.0 A7.o REI STRUCTURAL SIMILAR 0150 EAST BEAVER CREEK BLVD. CONTROL 103 — EAST CLINICAL RESEARCH 107 — WEST UNIT 204A, P.O. BOX 8009 (DEXAM 104 - NORTH 2 EXAM 104 EAST EXAM 104 — SOUTH EXAM 104 — WEST AVON, COLORADO s162o ,/4" _ ,°_0„ 1/4" = 1,_0„ „ 4 1/4„ _ 5 ,'-0" 6 1/4" = 1'-0" CATOR, RUMA & ASSOCIATES, CO. 1550 DOVER STREET SUITE 2 LAKEWOOD, COLORADO 80215-3132 GYP. BD. 1" OVERHANG _ 2'-1" 2'-1" 2'-1" COUNTERTOP BEYOND 1-_4p PLASTIC LAMINATE OVER MDF BOARD 2'-0" U.N.O. PLASTIC LAMINATE ON " GYP. BD. 1 p COUNTERTOP PLYWOOD SUPPORT BRACE 33/4" GYP. BD. 4" PLASTIC LAMINATE BACKSPLAS 3'-0" O.C. U.N.O. ° 4" BACKSPLAS 4" PLAM BACKSPLASH GYP. BD. PLASTIC LAMINATE ON ALL PLAM COUNTERTOP WITH PVC EDGE PLAM COUNTERTOP WITH PVC EDGE _.� 4" PLAM BACKSPLASH DRAWER ADJUSTABLE GROMMET AS REQUIRED EXPOSED SURFACES — — TO MATCH LAMINATE TO MATCH LAMINATE -- GYP. BD. SHELVES `: � :� -- PLAM COUNTERTOP WITH PVC EDGE cn ' SINK TO MATCH LAMINATE RECESSED zo 1x4 WOOD BLOCKING; DRAWER F ¢ PAINT TO MATCH WALL 20 GA.'SHEET METAL BACKING oO 20 GA. SHEET METAL BACKING STANDARDS � 20 GA. SHEET METAL BACKING 20 GA. SHEET METAL BACKING " �� w CONT. BEHIND CASEWORK w 20 GA SHEET METAL BACKING CONT. BEHIND CASEWORK----' I CONT. BEHIND CASEWORK CONT. BEHIND CASEWORK O L CONT. BEHIND CASEWORK _ 4 I o 20 GA. SHEET METAL BACKING ° Y" PLYWOOD BACKING--\ NOTE: `° S 16 I CONT. BEHIND CASEWORK DRAWER ADJ. SHELF �, M El� � F W I— BRACE AS REQUIRED; RE: 8/A7.0 �' I " FRONTS -N " FRONTS o N" FRONTS > Z " FRONTS SCOTT MICHAEL EXPANSION BOLT ANCHORS I Y4" PLYWOOD BACKING Y" PLYWOOD BACKING -- Y" PLYWOOD BACKING N RECESSED NEVIN LU 1x WOOD BLOCKING STDS. I DRAWER � Q 8p %° 1 x WOOD BLOCKING 1 x WOOD BLOCKING oc1 1 x WOOD BLOCKING > 202 ,�. AT WINDOW, DELETE WALL PLATE AND EXTEND SUPPORT 2x WOOD BLOCKING 2x WOOD BLOCKING 2x WOOD BLOCKING O , Oy''� TO FLOOR d A COMPACT 3" 3" 3" FIXTURE CENT COUNTER TOP SUPPORT A N T WITH SINK CABINET WITH DRAWERS CABINET WITH ADJUSTABLE SHELF AND DRAWER 12 UPPER CABINET WITH ADJUSTABLE SHELVES (D��IUJ�T ER TOP 8 1._0„ Bo10 �„ '>_0„ , ,'-o"o" Add. No. 1 7/9/2008 2'-0" 2'-0" BLOCKING AS REQUIRED ATTACH METAL STUDS PLASTIC LAMINATE OVER ADJUSTABLE ADJUSTABLE TO DECK ABOVE WOOD JAMB DOUBLE LAYER OF 3/4" SHELVES SHELF l'-4"; UNO GRID CEILING HIGH DENSITY PARTICLE GYP. BD. GYP. BD, STATIC FREE PLEXIGLASS BOARD WITH PVC EDGE WINDOW SILL- CAULK PERIMETER WOOD BLOCKING SEALANT FRT PLYWOOD BACKING CONT. FRT PLYWOOD BACKING CONT. ..............................�. BEHIND CASEWORK BEHIND CASEWORK p .... .:. . ....... EXTEND GYPSUM BOARD 6° COUPLING _ ..................................... 3-5/8 MTL. STUDS o AT 24" O.C. ABOVE FINISHED CEILEING 5/8" GYP. BD ' Y" PLYWOOD BACKING Y" PLYWOOD BACKING--\ I GYP. BD. SOFFIT 3 5/8" MTL STUDS 2" GAp " FRONTS " FRONTS 3/4" RF SHIELDING 1" GYP. BD.–/.,: D. VARIES 3/4" GAP b -�I " \—ACOUSTICAL NOTE: STAIN WOOD TO MATCH DOORS. RECESSED NOTE: SOFFIT WIDTH VARIES AT OTHER 3 METAL STUDS; UNO. CEILING TILE STDS. LOCATIONS; REFER TO RCP TO VERIFY • - r • rr. • 1x WOOD BLOCKING SOFFIT WIDTH �" GYPSUM BOARD 4-7/8" PLASTIC LAMINATE APRON WITH 11" PLASTIC LAMINATE ANGLED SUPPORTS AND BACK PANEL PLASTIC LAMINATE SIDE AND BACKSPLASH in 2'-6" -' IT AT U PPER CABINETS DRO�PED SOFFIT EXAM CONTROL WINDOW 16 BENCH 84�ff,'_Op a ,'—o" RECESSED 1x WOOD BLOCKING STDS. DRAWER F 29-6" _ � t 3"x5" STEEL ANGLE _I SUPPORT FOR RF SHIELDING DRAWER l EXISTING EXTERIOR WALL SYSTEM GENERAL NOTES CID FLEXIBLE FLASHING FIXED SHELF WOOD SHIM 1 . ALL "OPEN SPACE" INTERIORS OR UNDER COUNTER OPENINGS TO HAVE WITH PVC EDGE BACKER ROD AND p PLASTIC LAMINATE NOTE: _ PLASTIC LAMINATE CONT. SEALANT FINISHED PLASTIC LAMINATE PANELS. 2. PROVIDE .EQUAL FILLER PANELS AT EACH END OF CASEWORK SECTIONS; Vail► ON ALL EXPOSED CASEWORK IN ON ALL EXPOSED _I FILLER PIECES TO BE LESS THAN 3 UNLESS NOTED OTHERWISE: SURFACES EXAM ROOM TO SURFACES _... T.O. OPENING 3. PROVIDE SEAM FILL AT ALL JOINTS.HAVE NON ELEVATION= 109'-0" -IN A.C.T; Valley FERROUS AucN �: A2.0, As.o 4. PROVIDE 2 RADIUS EDGE AT EXPOSED COUNTER. CORNERS. HEAD. SILL, JAMB 5. RETURN APRONS AND LIGHT VALANCES TO WALL AT EXPOSED ENDS. HARDWARE 4„x3/4 Medical WOOD TRIM 6. CONTRACTOR TO COORDINATE BLOCKING AND COUNTERTOP SUPPORT MEMBERS. N �r 7. ALL BACK AND SIDE SPLASHES TO BE 4 HIGH, , UNLESS OTHERWISE NOTED; Center` EXISTING ALUMINUM WINDOW SYSTEM WITH CAULK TO WALL BEHIND. ALL COUNTERS TO RECEIVE BACK SPLASH UNLESS 1" INSULATED GLAZING JAMB BEYOND NOTED OTHERWISE. 8. UPPER CABINETS TO BE 15" DEEP, ALL COUNTERTOPS TO HAVE 24" , COUNTER DEPTH, UNLESS OTHERWISE NOTED. 181 W. Meadow Drive SHIM WITH BACKER ROD F WINDOW; MATCH EXTERIOR FRAME AND SEALANT, CONT. 9. REFER TO SHEET A7.0 FOR STANDARD CASEWORK DETAILS. Vail, Colorado METAL FLASHING ANT ANd 10. PLASITC LAMINATE TO BE APPLIED TO ALL EXPOSED SURFACES. CABINET 8�657 BACKER ROD OIL ExlsnNC SILL HElc�rr INTERIORS TO BE WHITE MELAMINE., UNLESS NOTED OTHERWISE. 3/4"x4" WOOD TRIM; PROVIDE VERTICAL TRIM HEIGHT CABINET WITH OPEN SHELVING UPPER CABINET WITH DRAWERS AND " OPEN SHELVING I CORNER TRIM MITRE eF�LL 1'-0" 18 1" = V-0" cc WOOD TRIM TO MATCH VHC-MRI Remodel CINNAMON STAINED OAK DOORS EXISTING METAL PANELS SHIELDING BY RF SHIELDING MANUFACTURER: COORDINATE TOP OF NEW SLAB WITH FINISHED FLOOR IN VESTIBULE, AIR GAP Air 4 , . LEGEND �iir"•71 IFaI[•1•>• �. Sheet Title: Q DESIGNATES INDIVIDUALLY KEYED LOCKS; 2 KEYS PER LOCK � d 1/2" EXPANSION d JOINT AND FILLER FEP FINISHED END PANEL; FLUSH WITH DOOR FRONTS ED WINDOW SOAP DISPENSER BY OWNER, CONTRACTOR TO PROVIDE BLOCKING INTERIOR ELEVATIONS &1��TERIOR RF SHIELD s� _ , 0 AND DETAILS ® .PAPER TOWEL DISPENSER BY OWNER; CONTRACTOR TO PTD PROVIDE BLOCKING • UNDER COUNTER LIGHTING WITH PLASTIC LAMINATE VALANCE RETURN Permit Set 2 .tune 2008 UCL VALANCE TO WALL WHERE APPROPRIATE Sheet Number: G GROMMET TO BE LOCATED BY OWNER; PRIOR TO MOVE IN A70 N DPA Project: 08901.00.000 COPYRIGHT 2008-DAMS PARTNERSHIP.P.C. O ■ ■ GENERAL NOTES N MEN 1. GENERAL 7. CONCRETE ■ A. THESE NOTES SHALL SERVE AS THE SPECIFICATIONS FOR THE STRUCTURAL A. ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE UNLESS NOTED. PORTION OF THE WORK. CLEARLY IDENTIFY INTENDED USE FOR EACH MIX DESIGN SUBMITTED FOR APPROVAL. CONCRETE SHALL CONFORM TO THE FOLLOWING TABLE: B. ARCHITECT' S APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS. DAVIS C. CHECK ALL DIMENSIONS ON STRUCTURAL DRAWINGS AGAINST ARCHITECTURAL MINIMUM DRAWINGS. STRENGTH CEMENT SLUMP AGGR WATER/ AIR PARTNERSHIP D. VERIFY OPENINGS THROUGH FLOORS, ROOFS AND WALLS WITH USE PSI CONTENT CEMENT IN SIZE (1) ARCHITECTURAL, MECHANICAL, CIVIL AND ELECTRICAL REQUIREMENTS, SACKS/C.Y. IN ARCHITECTS 2. GOVERNING BUILDING CODE: IBC 2006 INTERIOR FLATWORK 4000 1 5.5 0.58 2-4 1 0.75 1 0-2 Denver 2301 Blake Street, Suite 100 3. LIVE LOADS USED IN DESIGN NOTES: Denver, CO 80205 303.861.8555 1. TOTAL AIR CONTENT PERCENTAGE RANGE. CHANGE TO 5-7 IF EXPOSED TO FREEZ I I` Vail 10225 Main Street, Unit C101 A. ROOF Edwards, CO 81632 970.926.8960 1. ) SNOW EXPOSURE FACTOR, Ce. . . . . . . . . . . . . 1, 0 2: ) SNOW THERMAL FACTOR, Ct. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . 1. 0 B. ALL CONCRETE IN CONTACT WITH SOILS SHALL USE TYPE I-II CEMENT. 3. ) SNOW IMPORTANCE FACTOR, Is. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1, 2 Consultant- 4. ) MINIMUM FLAT ROOF SNOW LOAD, Pf . . . . . . . . . . PSF (NOT REDUCED) C. REINFORCING: MILD STEEL REINFORCING SHALL BE ASTM A615 WITH A 5. ) ROOF LIVE LOAD (NON-SNOW). . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 PSF ' ' '' ' ' ' MINIMUM YIELD STRENGTH 60 KSI, EXCEPT WHERE NOTED AS 40 KSI. ALL ■ � ) ' -- — ---- �—----- ------------ -- --— --- -- 6. ) ROOF TOP OR SUSPENDED EQUIPMENT. . . . . . . . . . . . . . . . . . . . AS NOTED TYP REINFORCING REQUIRING WELDING SHALL CONFORM TO ASTM A706. WELDED 4. DISCOVERY AND FIELD VERIFICATION WIRE FABRIC SHALL CONFORM TO ASTM A185. A II S1 EJ D REINFORCEMENT PROTECTION A. DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER EXISTING 1. ) CONCRETE PLACED AGAINST EARTH. . . . . . . . . . . I_(J"_; CONDITIONS WHICH ARE NOT NOW KNOWN OR ARE AT VARIANCE WITH 3 REI I STRUCTURAL , • • • , • • , • , • \ L TIGi L (- MAY INTERFERE 2. ) CONCRETE PLACED IN FORMS BUT EXPOSED TO WEATHER OR EARTH. PROJECT DOCUMENTATION (DISCOVERY). SUCH CONDITIONS ( ) a. BARS #5 AND SMALLER. . . . . . . . . . . . . . . . . . . . . . . . 1-112" 0150 East Beaver Creek Blvd.,Unit204A ----- WITH NEW CONSTRUCTION OR REQUIRE PROTECTION AND/OR SUPPORT OF Avon,CO 81620 ` b. BARS 6 AND LARGER. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 - --- # I PPROXIMATE AREA OF ) SCA ___ ---_.. _-- -.._.. __. . EXISTING WORK DURING CONSTRUCTION, OR MAY CONSIST OF DAMAGE OR „ . ( 3. ) SLABS OR WALLS NOT EXPOSED TO WEATHER OR EARTH. . . . 3/4 (970)748-0711 TO BE REMOVED AND R PLACED W/ DETERIORATION TO STRUCTURAL MATERIALS OR COMPONENTS WHICH COULD . . . . . .'.'. . . . . . .' I�iI NEW CONIC SLAB _. -ILA -' '✓ /' r JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDING(S). E. NO SPLICES OF REINFORCEMENT PERMITTED EXCEPT AS DETAILED OR _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . rE . . . . . . . . . . . . . . . . . . . . . . . AUTHORIZED BY STRUCTURAL ENGINEER. WHERE PERMITTED, SPLICES MADE V UT DOWN TOP OF E WALLS B. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ALL DISCOVERIES HE O' _- R EXECUTION OF THE WORK OR BY CONTACT LAPS, SHALL BE 36 BAR DIAMETERS MINIMUM. S1 FOR_SLAB OVERPOUR BELIEVES MAY INTERFERE WITH PROPE E E �'l _ (E) 4 CONC SLAB JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDINGS PRIOR TO » . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F. DETAIL BARS I N ACCORDANCE WITH 'AC I DETAILING MANUAL -. -.-- . . . . . ON GRADE , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROCEEDING WITH WORK RELATED TO SUCH DISCOVERIES. PUBLICATION SP-66, AND "BUILDING CODE REQUIREMENTS FOR REINFORCED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ,.� . . . . . . . . . . . . . . . . . . 15'-9" MIN. . . . . . . . CONCRETE, " AC I 318, LATEST EDITIONS. PROVIDE DETAILS INDICATING �• C. THE STRUCTURAL DOCUMENTS MAY SPECIFY DIMENSIONS, ELEVATIONS AND ----- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�. , . . . . . . . . . . . . . . . . . , REINFORCING CONTINUITY AT CONSTRUCTION JOINTS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 ,I'I . . . . . . . . . . . . . . . . . .; . . . . . CONSTRUCTION CONDITIONS TO BE FIELD VERIFIED. THE GENERAL l//1 I t4 ' ' ' ' ' ' ' ' ' ' ' ' ' CONTRACTOR SHALL BE RESPONSIBLE I BLE FOR FIELD VERIFICATION I F I CATION OF ALL • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • G. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AT SPECIFIED CONDITIONS PRIOR TO PROCEEDING WITH THE CONSTRUCTION OR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .; . . . . . -.\ POSITIONS SHOWN ON PLANS AND DETAILS. . i .:\ ;._ ..... FABRICATION OF ANY STRUCTURAL COMPONENTS RELATED TO SUCH . . . . . .I! :'. . . . . C�1I11C ,� f ,L._:E;F,".I ----- • • • • • 8" CONCRETE SLAB W/ h • • • CONDITIONS. THIS FIELD VERIFICATION F I CATION SHALL BE MADE I N A TIMELY . . . . . . . . . . . . . . „ . . . . . . . . . . . . . . . . ll . . . . . . . . . . . . . . . . . . H. PLACE 2- 5 1 EACH FACE WITH 2' -0" PROJECTION AROUND OPENINGS IN 5• •12 •O.G.•EA.•WAY• • 'I ` MANNER SO AS TO CAUSE NO DELAYS I N EXECUTION OF THE WORK. # ( ) / # 7 ,�. CONCRETE; PLACE 1-#4 ( IN TOPPING) WITH 2' -0" PROJECTION AROUND C.00RDINATE.SAB.. . . . . . .. . . . ,��. . _ „ . . . . �. . . . . . . . . . . . . . . . . . . . . . . OPENINGS THROUGH FLOOR TOPPING SLABS, UNLESS NOTED. I • • • • • • • • • • • • • • • • DEPRESSION WITH SELECTED I 5. STRUCTURAL STABILITY DURING CONSTRUCTION 1 IT r_.i �I . . . . . . . . . . . . . . . . . . SHEILDING MANUFACTURER... . . . . .I . !�, . . . . . . . . . .� . . . . . . . . . . �./} THROUGH CONCRETE. _ COMPLETED STRUCTURE WITH I. PROVIDE SLEEVES FOR ALL PIPES PLACED T ROU . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� . . . . . . . . . . . . . .,� . , . . . . A, THE STRUCTURAL DRAWINGS ILLUSTRATE THE . . . . . . . . . . . . . . . .�. . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �.� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :a, ALL ELEMENTS I N THEIR FINAL POSITIONS, PROPERLY SUPPORTED AND I//I J. NO OPENINGS OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS .� . . . . . . . . . . . . . . . . . . . . BRACED. . . . . . . . . . . . . . . . . . . . : . . . . .I//1 SHALL BE PERMITTED UNLESS THE ARCHITECTS AND STRUCTURAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �.� . . . . . . . . . . . . . . . . . . . . I F -- • • • , • • , • • • • , , , ' ' • • , , , , , • , ' ' ' �I /' ' ' ' ' ' ' • • ' ' ' ' ' ' ' ' HE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS ENGINEER' S NEER S APPROVAL I S SECURED PRIOR TO THE PLACEMENT 0 p �. B T REINFORCING STEEL. a� �'EGl . . . . . . . . . . . . . . . . . . . . . . . . . . . AND METHODS. _p 1 K. ALL CONSTRUCTION JOINTS SHOWN ON THE DRAWINGS SHALL BE PREPARED C. THE CONTRACTOR, IN THE PROPER SEQUENCE, SHALL PROVIDE PROPER 0:W .tt1 - C? I, BY ROUGHENING THE SURFACE OF THE CONCRETE SO THAT THE AGGREGATE .0 --- ----- --- SHORING AND BRACING AS MAY BE REQUIRED DURING CONSTRUCTION TO 1 673 --° . . . . . . . . .. .. , ZONI WHERE SLAB.fS'1Tl'BE ��' .'. .'.'.'.'.'.'. SHALL BE EXPOSED UNIFORMLY, LEAVING NO LAITANCE, LOOSENED �` ACHIEVE THE FINAL COMPLETED STRUCTURE. PERFECTLY•LEVEL• -•RE: MRI . . . . . . �.�'. . . . . . . . . . . . . . . . . . . . __ _ PARTICLES, OR DAMAGED CONCRETE. AS AN ALTERNATE, 2 X 4 �/6�1 � . . . . MAN.UEACTURER.'FOR.TQLERANQES. . . . :': .' O —f I CONTINUOUS KEYWAYS MAY BE USED FOR CONSTRUCTION JOINTS. .� • • • • • • • • • • • • •AND -EXTENTS.-� •RE:•ARCHIT� ftiRE-l�- --• •---• - -• � I� D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES AS � ..®°°®.. G . . . . . . . . FOR* LOCATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A SS® �L . . �. . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . ; . . . MANDATED BY FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS. THE Al- - -- -_ -- ;, S1 „ L. WIRE FABRIC REINFORCEMENT, LAP ONE AND A HALF MESH WIDTHS AT IIC. -, I CONTRACTOR SHALL EMPLOY A COMPETENT PERSON AS DEFINED IN OSHA l _ . . . . . . . . . . . . . . . . . . . . /. SPLICES AND WIRE TOGETHER. • • • • • • • • • • • • • REGULATIONS TO IDENTIFY SAFETY ISSUES. THE CONTRACTOR SHALL EMPLOY A QUALIFIED PERSON AS DEFINED IN OSHA REGULATIONS TO ._...... M. NO WELDING OF REINFORCING SHALL BE PERMITTED UNLESS SPECIFICALLY q SPECIFY THE RESOLUTION OF SAFETY ISSUES. C CALLED FOR OR APPROVED BY THE STRUCTURAL ENGINEER. Issue/Revisions Date No. 1 1 S1 — ! E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND N. DO NOT RE-BEND ANY BARS WITH A YIELD STRESS OF GREATER THAN 40 u P^�'^cr�T ADD No. 1 7/9/08 r SPECIFYING ANY MODIFICATIONS TO THE STRUCTURE REQUIRED FOR KSI. .......__ ......____ i �`'� w I COMPLIANCE WITH OSHA REGULATIONS AND GENERALLY ACCEPTED '- PRINCIPLES OF CONSTRUCTION. THE CONTRACTOR SHALL PROPOSE ALL ° SUCH MODIFICATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR __ ��_�_--:� -- -- REVIEW PRIOR TO CONSTRUCTION. - -- - -- _ o 6. SLAB—ON—GRADE -- --- A. THE PREPARATION OF THE SUBGRADE FOR THE SLAB—ON—GRADE SHALL BE OBSERVED BY A GEOTECHNICAL ENGINEER; THE CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRADE PREPARATION REQUIREMENTS TO THE 1 ----- — GEOTECHNICAL ENGINEER. I I ---- --- -- I B. MOVEMENT OF THE SLAB-ON-GRADE MAY CAUSE DAMAGE TO ANYTHING 1 CONNECTED TO BOTH THE SLAB AND OTHER PORTIONS OF THE SUPERSTRUCTURE. ISOLATION DETAILS FOR PARTITION WALLS, BASEBOARDS, PIPING, AND OTHER ITEMS MAY BE REQUIRED; REFER TO THE FI''-f .. Di F _ L ,1.-- APPROPRIATE DRAWINGS OR CONSULT WITH THE RESPONSIBLE MEMBER OF THE DESIGN TEAM PRIOR TO CONNECTING ITEMS TO BOTH THE SLAB-ON- 1 GRADE AND OTHER PORTIONS OF THE SUPERSTRUCTURE. - --- _ - -- __ - ----- 1- — -, Fr=-,77 I ... Project Information NEW SLAB E SLAB I NEW SLAB E SLAB N - ARCH INTERIOR WALL RE: ARCH INTERIOR WALL RE A SHIELDING PER MRI MANUFACTURER SHIELDING PER MRI MANUFACTURER (E) WALL TO BE REMOVED AND REPLACED (E) WALL TO BE REMOVED AND REPLACED w w 8" CONC. SLAB - RE: PLAN FOR REINF. I I F- z v CUT BACK E SLAB AS CLOSE TO WALL ,y ,� •, - . n- � #41'-10" DOWELS C0? 24 O.C. � �, � AS POSSIBLE. w „ � z _..__._ .... � Q DRILL 5 0 HOLE IN E CONC & Q /a O „ r m 1 m 4x1 —10 DOWELS 0 24 O.C. ----- --- -- ---- T.O.C. - EPDXY GROUT T.O.C. # „ DRILL 5 HOLE IN E CONIC & MATCH E MATCH E EPDXY GROUT T.O.C. T.O.C. -.-.— RE. PLAN -- ! = o / oo O o °D ---- / O 0000 O / - ,. 1, f o 0000 0 /111111�o�oo0 000000U-�OOC� 11111p=11111 P / i / / 0 000 000000 i \ 1 - 6 / \, „ BOULDER ____. _ L � : , ::- _ Vail • Valley - Medical A NEW SLAB CONN C� E SLAB B NEW SLAB CONK Q E WALL 3/4 = 1 -0 S 3/4 = l'-O" s, Center FOUNDATION PLAN - 1/4" 1'-0» 181 W. Meadow Drive „ Vail, Colorado 1. NEW SLAB ON GRADE AT MRI MUST BE LEVEL ± 1/16 RE: SIEMENS SHEET 1/S-101 81657 2. MINIMUM 8" SLAB EXTENT DIMENSIONS RE: SIEMENS SHEET 1/S-101 3. INDICATES AREA OF E SLAB TO BE REMOVED. W (E) REINFORCING TO REMAIN Cr • W � z SHC-MRI REMODEL CONIC SLAB � RE: PLAN 0mCONIC SLAB RE: PLAN Ln M T.O.C. T.O.C. RE: PLAN / / RE: PLAN - - - - - - / Sheet Information o00 0 0 ooa ooa °o0 000 000 O O 000 O°° °o ° °� o o ° O o 0 o O O O ooO Sheet Title: `b `b ',06 )dl. / 8°`b 8°°0 �°°o �°� o0 - FOUNDATION PLAN (E) FND WALLS TO BE CUT DOWN FOR NEW 8 CONC SLAB (E) FND WALL Permit Set 2 June 2008 UU Sheet Number: S I K_C_N NEW SLAB CO N N ® E FND D NEW SLAB @ E FND WALLS REI Project: 08027.0. COPYRIGHT 2008-DAVIS PARTNERSHIP,P C. I ■ I I ■■ MOORE � � y I S ART ER P HIP N S ARCH ITECTS I I I y I 2301 Blake Street, Suite 100 co cn ,r, cn 00 00 Ln Ln L0 � co c0 cn cn Ln Ln / co 0 Denver X X X X X x X � � X X X n 0 0 X X X X ' X x Denver, CO 80205 303.861.8555 00 a0 N 00 00 00 00 - N N 0 CO 00 - 00 00 W 00 co 00 00 00 N , .— .— .— r V i - - - - –� - - – - - - - - � - - - - - -� - - - - - - - - - - - � - - - - - -� – � - - - - - - - —� - - - - - - � - - - - -� y I I ail 02 25 Main Street, Unit C101 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 w w w w w w w w w w w w w w w w w w w w w (Edwards, CO 81632 970.926.8960 1 y I Consultant ' I (E) EF (E) EF (E) EF (E) EF I I I itI , I I I; I rE REI I STRUCTURAL i I 0150 East Beaver Creek Blvd.,Unit 204A HATCHED AREA INDI ATES ALLOWABLE ZONE FOR NEW I i i Avon,CO 81620 CHILLER & CONDENSER. CHILLER WT 2425 . ONDENSE I y (970)748-0711 WT 326#. LOCATE BOTH UNITS BETWEEN (E) R OF PAVER I I I I I I y I i O (E) ROOF DRAIN I i E ROOF DRAIN I I I y I I I � I I I i E W24229 E 461 1 i 1 I y I I ) I I I ' I y I i _ I I I� 1 ' I I II I I I a RE O `' ®.v:Q`Ca `T'•:S`�' y.m U.a 13673 2; I I S` AI.. ' y � I I i o o 0 0 0 CI o 0 0 o GO o 0 0 0 o I o CIO d- d- oo Go d- - d- d- Issue/Revisions Date No. 00 x x x x x x x x x x x x x x x x x x x x y 00 C14 -- C14 C14 C14 04 ADD No. 1 7/9/08 y I I I i I i (E) AHU-1 - - - - - - - - - - 35,000# I I - - - - - - , 1 � I I I � I I I I , I I I I w I I I I I I I I � I 1 ( I I I Project Information I I I I I I , N a0 N N NN DD N NN N 00 NN N N 00 - - - - - - - - N C.b N N N N t0 N N N N co N N N I cV co x x x x x x x x x x x x x x d d d d- d d d d d- d- d- d- d w w w w w w w w w w w w w w w I w w II , i ♦ I II I I I I I I ♦ ( � II ♦ Vail LA Illy,I I ♦ Valley edical I n Ce to r 181 W. Meadow Drive Vail, Colorado 81657 SHC MRI REMODEL ROOF PI-AN - 1/4" 1•-0" N S h eet Information Sheet Title: ROOF PLAN Permit Set 2 June 2008 Sheet Number: S2i REI Project: 08027.0 COPYRIGHT 2008-DAVIS PARTNERSHIP,P.C. SEMEN PLUMBING LEGEND GENERAL LEGEND HVAC LEGEND (Not all symbols listed below are used on these drawings) (Not all symbols listed below are used on these drawings) (Not all symbols listed below are used on these drawings) - ABBR. SYMBOL DESCRIPTION ABBR. SYMBOL DESCRIPTION ABBR. SYMBOL DESCRIPTION ABBR. SYMBOL DESCRIPTION ABBR. SYMBOL DESCRIPTION ABBR. SYMBOL DESCRIPTION SEMEN CW - DOMESTIC COLD WATER PIPING SCO (D SURFACE CLEANOUT SECTION DESIGNATION 7 CAP END OF PIPE HIS —HWS— HEATING WATER SUPPLY PIPING mum SUPPLY DUCT UP /SUPPLY DUCT DOWN E OEM HW —--— DOMESTIC HOT WATER PIPING FCO Q FLOOR CLEANOUT 4�m-4SEC711ON SECTION DRAWN ON THIS SHEET XX PITCH DOWN IN DIRECTION OF ARROW HWR °HWR— HEATING WATER RETURN PIPING man RETURN/EX HAUST DUCT UP /RETURN/EXHAUST DUCT DOWN WOMEN HWC —---— DOMESTIC HOT WATER CRC. PIPING LOCO 0-ill WALL CLEANOUT CUT ON THIS SHEET PIPE ANCHOR HTWS —HTWS— HIGH TEMPERATURE HOT WATER SUPPLY PIPING ROUND DUCT UP /ROUND DUCT DOWN C-SW ---SW- SOFTENED DOMESTIC COLD WATER PIPING COT 0i-1 CLEANOUT TEE X RISER DIAGRAM NUMBER = PIPE ALIGNMENT GUIDE HTWR HTWR-- HIGH TEMPERATURE HOT WATER RETURN PIPING 48F`112 INDICATES FLAT OVAL DUCTWORK H-SW ----SW- SOFTENED DOMESTIC HOT WATER PIPING LCO q'"-+ LINE CLEANOUT M-X SHEET RISER IS DRAWN ON --@I— UNION OR FLANGE CWS —CWS— CHILLED WATER SUPPLY PIPING cm= FLEXURE DUCT CONNECTION DAVIS 140'HW ----140'- DOMESTIC HOT WATER PIPING O TEMPERATURE SHOWN a FIXTURE OR DRAIN P-TRAP UNI EQUIPMENT UNIT IDENIMCA71ON ---�-- CONCENTRIC PIPE REDUCER CWR —CWR— CHILLED WATER RETURN PIPING BDO BACKDRAFT DAMPER V ----------- VENT PIPING AD ® AREA DRAIN # EQUIPMENT UNIT NUMBER �— ECCENTRIC PIPE REDUCER D D COOLING COIL DRAIN PAN PIPING TCD ® TEMP. CONTROL DAMPER-OPPOSED BLADE PARTNERSHIP AV — AV — ACID RESISTANT VENT PIPING FD ® FLOOR DRAIN (ROUND GRAM NECK DIFFUSER IDENTIFICATION P RV 04 PRESSURE REDUCING VALVE C — C — CONDENSER WATER SUPPLY PIPING TCD ® TEMP. CONTROL DAMPER-PARALLEL BLADE ARCHITECTS X DIFFUSER NECK DIAMETER W — W — WASTE PIPING (ABOVE FLOOR IN BUILDING) FS ® FLOOR SINK (SQUARE GRATE) DIFFUSER CFM PTRV - PRESSURE AND/OR TEMPERATURE RELIEF VALVE CR — CR — CONDENSER WATER RETURN PIPING t LOUVER WITH SCREEN W — W -- WASTE PIPING (BELOW FLOOR IN BUILDING) DU OD o ROOF DRAIN OR OVERFLOW DRAIN LOW PRESSURE STEAM SUPPLY PIPING / O (E) EXISTING PLUG VALVE LPS —LPS— MVD MANUAL VOLUME DARER (D-1� � Denver 12301 Blake Street, Suite 100 AW —AW— ACID RESISTANT WASTE PIPING(ABOVE FLOOR IN BUILDING) ] GAS PESSl1RE REDUCING VALVE (N) NEW CV —04 GATE VALVE LPC —LPC— LOW PRESSI IRE CONDENSATE RETURN PIPING MOTOR OPERATED DAMPER Deaver, CO 80205 303.861.8555 MEDIUM PRESSURE STEAM SUPPLY PIPING AW --AW-- ACID RESISTANT WASTE PIPING (BELOW FLOOR IN BUILDING) VB _]' ATMOSPHERIC VACUUM BREAKER (R) RELOCATED VERTICAL PIPE VALVE MPS —MPS— (1woof) t$ SPIN-IN FITTING WITH MVD Vail 0225 Main Street, Unit C Edwards, CO 81632 970.9.9 26.8960 GD — G) ° GREASE DRAIN (WASTE LINE M GREASE INTERCEPTOR) RPBFP -A>— REDUCED PRESSURE BACKFLOW PREVENTER (F) FUTURE GLV N - GLOBE VALVE MPC —MPC-- MEDIUM PRESSURE CONDENSATE RETURN PIPING FD 0 DUCT FIRE DAMPER HIGH PRESSURE STEAM SUPPLY PIPING ILO — ILO .INDIRECT WASTE PIPING BFP �T�H DOUBLE CHECK BACKFLOW PREVENTER � POINT OF CONNEC110N, NEW 70 EXISTING BFY �}F— BUTTERFLY VALVE HPS —HPS— FSD ® COMBINATION DUCT SMOKE O FIRE DAMPER (Sif-1251) COt1SM:n S — S -- SANITARY SEWER PIPING(OUTSIDE BUILDING) SA SHOO( ARRESTOR WASOIA11ON VALVE —E— DIRECTION OF FLOW IN PIPE BV T BALL VALVE HPC —HPC— HIGH PRESSURE CONDENSATE RETURN PIPING SD ® DUCT SMOKE DAMPER ST — ST -- STORM SEWER PIPING(BELOW GRADE OUTSIDE BUILDING) GC �— GAS SHUT--OFF VALVE DUCTWORK, PIPING AND EQUIPMENT M BE REMOVED CV —'v'r- CHECK VALVE PC — PC — PUMPED CONDENSATE PIPING DUCT SMOKE DETECTOR CATOR, G M]CII A ASSOCIATES, CO. CONSULTING b'f�CiIANfCALLLL(:TRTCAL LY(:[NLL]LS f—� SSD °SSII-- SUB-SURFACE DRAIN PIPING STOP AND DRAIN VALVE DIA ((j DIAMETER SOLENOID VALVE BEND —BBD— BOILER SLOWDOWN PIPING DAD L`tJ DUCT ACCESS DOOR 896 Tsoor Street■Lakewood,CO 80401-47C0 303rz32-6200.Fax 3031233-3701 ;rra�ratnmlmarcm■wiwr:tnmlmatcm SO — S) — STORM DRAIN PIPING (ABOVE FLOOR IN BUILDING) FC FLOW CONTROL VALVE WAD WAIL.ACCESS DOOR t+F BUTTERFLY SOLENOID VALVE BF — BF — BOILER FEED WATER PIPING TURNING VANES IN DUCT'ELBOW SO — SO -- STORM DRAIN PIPING (BELOW FLOOR IN BUILDING) WH +}- WALL HYDRANT NIC NOT IN CONTRACT -40 HOSE END DRAIN VALVE RL — RL — REFRIGERANT LIQUID PIPING IF GD — OD — OVERFLOW DRAIN PIPING (ABOVE FLOOR IN BUILDING) HB HOSE BIBB AFF ABOVE FINISHED FLOOR P/T TP/r PRESSURE/iEMPERATURE TAP RS — RS — REFRIGERANT SUCTION PIPING EP ETECINC-PNEUMATIC CONTROL VALVE D) — DID -- OVERFLOW DRAIN PIPING (BELOW FLOOR IN BUILDING) YH ❑D YARD HYDRANT GC GENERAL CONTRACTOR STRAINER RHG —RHG— REFRIGERANT HOT GAS PIPING PE 9__ PNEUMATIC-ELECTRIC CONTROL SWITCH A — A COMPRESSED AIR MH MANHOLE MC MECHANICAL CONTRACTOR _+T7'_ STRAINER W/BLOWDOWN ® TEMPERATURE SENSOR G — G NATURAL GALS PIPING Cl CAST IRON EC ELECTRICAL CONTRACTOR FLEXIBLE PIPE CONNECTOR Tr OJT THERMOSTATIC STEAM TRAP OT WALL MOUNTED THERMOSTAT ®® + o S VCP VITRIFIED CLAY PIPE TCC TEMPERATURE CONTROL CONTRACTOR THERMOMETER F&T FLOAT AND THERMOSTA7iC STEAM TRAP 0 UNIT MOUNTED THERMOSTAT CB CATCH BASIN KEC KITCHEN EQUIPMENT CONTRACTOR PRESSURE GAUGE IBT ❑r or INVERTED BUCKET STEAM TRAP 0 HUMIDISTAT ; moo° VTR VENT THRU ROOF C COMMON °9— SIGHT GLASS TCV - -V- (2 OR 3-WAY) MWERATURE CONTROL VALVE -{l UNDERCUT DOOR CA IE INVERT ELEVATION NO NORMALLY C OSED O.A.P. F ') CEILING ACCESS PANEL —�}— VENTURI METER -�� LOUVER ®�i I L`iJ R DUCT RISEi`'Jh ®O)VIRL®® e 0N PVC POLYVINYL CHLORIDE NO NORMALLY OPEN PUMP CALIBRATED BALANCING VALVE F. TB —` THRUST BLOC( RSV -- REFRIGERANT SERVICE VALVE D DUCT DROP DIPS DIFFERENTIAL PRESSURE SWITCH AL ACOUSTICALLY LINED DUCTWORK DOUBLE/SINGLE LINE DUCT LEGEND MAV MANUAL AIR VENT TCOAD TEMPERATURE CONTROL OUTSIDE AIR DAMPER FIRE PROTECTION LEGEND DAMPER EMPIR (Not all symbols listed below are used on these drawings) AAV AUTOMATIC AIR VENT TCRAD TEMPERATURE CONTROL RETURN A - (Not all symbols listed below are used on these drawings) SINGLE LINE DOUBLE LINE SINGLE LINE DOUBLE LINE SINGLE LINE DOUBLE LINE SINGLE LINE DOUBLE LINE FS �— FLOW SWITCH TCEAD TEMPERATURE CONTROL EXHAUST AIR DAMPER ABBR. SYMBOL DESCRIPTION ABBR. SYMBOL DESCRIPTION •- RIGID FLEX EJ �— EXPANSION JOINT SP IN WC STATIC PRESSURE IN INCHES WATER COLUMN F — F — FIRE SERVICE PIPING O NEW SPRINKLER HEAD —R SEE DUCT BJ 03— BALL JOINT EXPANSION COMPENSATOR SD SUPPLY AIR,DEVICE FS — FS — FIRE SPRINKLER PIPING O EIOSRNG SPRNKLER HEAD DETAIL _J WSP —WSP— WET STANDPIPE a RELOCATED SPRINKLER HEAD 45'TEE OUND) 90'TEE (RECTANGULAR) FLEX DUCT 90'RADIUS ELB RG Q RENRN/E)IHAUST AIR DEVICE IR O.S.&Y GATE VALVE W/TAMPER SWITCH D. SIDEWALL SPRINKLER HEAD t CWS.CWR/HWS,HWR CONICAL 1-__J FS �_ FLOW SWITCH D24 DRY SPRINKLER HEM (SHAFT) TEE SUPPLY O RETURN BRANCH 45'LEE (RECTANGXILARi 90'TEE OUND) MANUAL VOLUME DAMPER 90'E1B j U PIPING TO TERMINAL UNIT PIV POST INDICATOR VALVE FIHC FIRE HOSE CABINET FH 11.z, FIRE HYDRANT FVC FIRE VALVE CABINET 9�� FDC < FIRE DEPARTMENT CONNECTION A/S AUTOMATIC FIRE SPRINKLER VOLUME DAMP DUCT SPLIT SPIN IN REDUCER 45*ELL IS18/Re'�IIOtn ADD NO. 1 7-9-08 0 PLUMBING FIXTURE & EQUIPMENT SCHEDULE HWR MAIN HWS MAIN ELECTRICAL FIXTURE FITTINGS ACCESORY CONNECTIONS SYMBOL REQUIREMENTS I.R./BATTERY REMARKS FIXTURE NAME MANUFACTURER MODEL TYPE SIZE MANUFACTURER MODEL SUPPLY HP WASTE VENT CW HW CALIBRATED MANUAL BALANCING S-2 LRAD2219 W/ SELF-RIMMING,STAINLESS 22"X 19" T&S, B-2865-04 VENT VALVE VALVE MAIN DUCT 1 COMPT.SINK ELKAY RE:SPEC 2" 1 112" 1/2" 112" RE:ARCH.DWGS FOR MTG.LOC. UNION OR FLANGE SUPPLY AIR FLOW (ADA) 3-HOLE PUNCH STEEL X 6 1/2" BRASS LAMINAR FLOW FOR STEEL PIPE ONLY. NOT REQUIRED ;,;��HWR� 1. REFER TO GENERAL SPECIFICATIONS FOR SINK REQUIREMENTS. . FOR COPPER (TYP.) P/T S440-1 C_ �" I 1-1/2 A DUCT PRESSURE CLASSIFICATION SCHEDULE EXISTING TERMINAL BOX SCHEDULE RETURN OR EXHAUST 45' MAXIMUM AIR FLOW HEATING COIL DATA DUCT TYPE PRESSURE CLASS REMARKS MODEL DESIGN MAX MIN WATER AIR HOT DESIG. MFR. (HIGH CFM CFM CFM CAP. GPM EAT LAT EWT LWT GLY AP FT. PIPE CONTROL REMARKS �-- ti WATER RANGE) BTUH OF OF OF OF % W.C. SIZE PrOjet fitlf(1mlaOr1 .: FLOW COIL = NOTE: A MEDIUM PRESSURE SUPPLY AIR +4"W.C. FROM AHU TO INLET OF TERMINAL BOX NOTE: ARRANGE PIPING TO 101 TITUS DESV 360 500 150 6000 0.3 55 100 180 140 0 314" EXIST INSTALL HWS PIPING ON ALLOW COIL REMOVAL f.�BRANCH DUCT LEAVING AIR SIDE OF COIL LOW PRESSURE SUPPLY AIR +2"W.C. DOWNSTREAM OF TERMINAL BOX 109 TITUS DESV 980 1400 330 9200 0.8 55 90 180 140 0 - 314'° EXIST /r P/T LOW PRESSURE RETURN/TRANSFER AIR -2"W.G. ALL RETURN DUCTWORK 115 TITUS DESV 340 500 150 5900 0.4 55 90 180 140 0 - 314" EXIST 3/4" SUPPLY AIR FLOW RETURN OR EXHAUST LOW PRESSURE EXHAUST AIR -2"W.C. ALL EXHAUST DUCTWORK REMARKS: AIR FLOW DRAIN VALVE WITH 1.REBALANCE TO CFM INDICATED. HOSE END CONNECTION S933-2(E) AND CAP 5/2912008 6:52 P:\VVMC\2008-015 MRI Remodel\Cad\Mech\Mschedules\[M-2008-015.xls]S891-1 Duct Psr VAV HOT WAT E R DUCT STEAM HUMIDIFIER SCHEDULE COILPIPING DETAIL D V CT TAKE-OFF DETAIL ENTERING ENTERING LEAVING LBS/HR DUCTIPLENUM MAX.VAPOR TRAIL DESIG. MFR. MODEL CFM AT AIR TEMP RELATIVE RELATIVE CAPACITY NO.OF WIDTH AND ABSORBTION REMARKS SCALE: NONE 830--12 SCALE: NONE 910-2 5400' OF HUMIDITY% HUMIDITY% AT 12 KW. TUBES HEIGHT IN, DISTANCE IN. H-1 DRI-STEEM ULTRA-SORB LV 800 55 10 50 29.1 4 16x12 20 1,2 REMARKS: 1.WALL MOUNTED DIANE KOOLER,VAPOR LOGIC 3, BAS LONTALK,MODULATING CONTROL,AIR FLOW PROVING SWITCH,DUCT HUMIDISTAT ON-OFF HIGH LIMIT, Vail CONTROL CABINET MOUNTED WI REMOTE KEYPAD. 2.STEAM GENERATOR TO BE VLC 12-1 WITH INSULATION AND WALL BRACKETS. Valley 45- SUP COLLAR AROUND 5/30/2008 11:46 P:\VVMC\2008-015 MRI Remodel\Cad\MechlMschedules\[M-2008-015.x1s]S810-1 St Humid • - Medical ,f BELLMOUTH TYPE SPIN—IN PIPE WITH CAULKING, WITH BUTTERFLY TYPE MVD 26 GA. GALVANIZED TEMPERATURE RANGE FLEXIBLE DUCT 6'-0" SHEET METAL —307 TO 2007, BY M.C. Center (MAX.( ) COVER BY M.C. FAN COIL UNIT SCHEDULE SUPPORT ® 3'-0" O.C. FAN DATA COIL DATA SHEET METAL CFM CFM MOTOR EAT LAT 181 W. Meadow Drive BRANCH DUCT�` I DESIG. MFR. MODEL ARRANG. TOTAL O.A. ESP RPM WATTS SERVICE OF OF OF OF MBH CONTROL REMARKS fLONG RADIUS 6" MIN. SLOPE PIPE AT 8100' AT 8100' HP DB WB DB WB Vail, Colorado FC-1-1 / DATA AIRE DAPA-0534-E-CO HORIZON 2000 0 0.5 622 1 112 HEATING - - - - BAS 1,2,3 Q CU-R-1 COOLING 75 61 55 51 57.8 81657 2"x8" BLOCKING I TO ROOF DECK 18" MIN. HEATING I COOLING CEILING 12" MIN, ' BY G.C. NOTES: ROOFING 1. EXTERNAL STATIC PRESSURE DOES NOT INCLUDE UNIT CASING,FILTERS OR COILS. FINISHED ROOF 2.UNIT CFMICOIL CAPACITIES BASED ON(MEDIUM)SPEED OPERATION. S H C-MRI Remodel ode FLEXIBLE DUCT SUPPLY ONLY. 3.PROVIDE UNIT WITH 5 LB STEAM GENERATOR. RETURN AND EXHAUST TO AIR DEVICE HAVE RIGID DUCT CONNECTION I i 5/30/2008 11:46 PAVVMC\2008-015 MRI Remodel\Cad\Mech\Mschedules\[M-2008-015.xls]S970-4 Tmp Mtlx CANT STRIP ROOF DECK AIR DEVICE SCHEDULE CEILING DIFFUSER SHOWN, EXHAUST AND .va --- w _ .. RETURN REGISTERS AND GRILLES SIMILAR. DESIG. MFR. TYPE MODEL FRAME MATERIAL FINISH DAMPER ACCESS. REMARKS TYPE Sheet Title: �' A PRICE CEILING SUPPLY SCD LAY-IN STEEL WHITE _ MECHANICAL LEGEND - B PRICE CEILING SUPPLY PDDR LAY-IN STEEL WHITE SCHEDULES AND AIR DEVICE DETAIL ROOF PENETRATION DETAIL - - DETAILS SCALE: NONE 932-126 SCALE: NONE 530-2 C PRICE CEILING RETURN PDDR LAY-IN STEEL WHITE - - 2 D PRICE CEILING SUPPLY ASCD LAY4N ALUMINUM WHITE E PRICE CEILING RETURN PDR MRI LAY-IN ALUMINUM WHITE PERMIT SET 2 JUNE 2008 REMARKS: 1.PROVIDE ALUMINUM DIFFUSERS AND GRILLES IN MRI ROOM. Sheet Number: 2.SEE PLANS FOR FACE AND NECK SIZE. 5/30/200811:46 P:\WMC\2008-015 MRI Remodel\Cad\Mech\Mschedules\[M-2008-015.xis]S932-1 Air Dvc M 1 ■ ' CGtor, Ruma & Assoc. FILENAME.P.\VVMC\2008 015 MRI REMODEL\CAD\MECH\P MLS.DWG _ M1.01 PLOT. 07/11/2008 0 8.10am REV. 07/11/2008 CAD. M]ohnson XREF. tb.dwg DPA Project: 08901.00.000 COPYRIGHT 2008-DAVIS PARTNERSHIP.P.C. ■ SECTION 15010-GENERAL PROVISIONS 1. ABOVE GRADE: SERVICE WEIGHT CAST IRON,NO-HUB TYPE WITH NEOPRENE SECTION 15971-CONTROLS . GASKETS;SERVICE WEIGHT CAST IRON, HUB AND SPIGOT TYPE WITH NEOPRENE 1.1 DESCRIPTION OF WORK: ■ . ■ - 1.1 GENERAL: GASKETS;OR DWV COPPER WITH WROUGHT COPPER OR CAST BRASS FITTINGS. 1.1 GENERAL ■ . ■ . ■ . A. ALL BIDDERS SHALL BECOME FAMILIAR WITH SITE CONDITIONS PRIOR TO SUBMITTING 2. BELOW GRADE: SERVICE WEIGHT CAST IRON,NO-HUB OR HUB AND SPIGOT TYPE A. PROVIDE AIR COOLED CONDENSER THAT MEETS REQUIREMENTS OF SCHEDULE. A. PROVIDE CONTROL SYSTEMS CONSISTING OF THERMOSTATS,CONTROL VALVES, BIDS. WITH NEOPRENE COMPRESSION GASKETS;OR SCHEDULE 40 PVC DWV SOLVENT 11 MANUFACTURERS: DAMPERS,OPERATORS,INDICATING DEVICES,INTERFACE EQUIPMENT,AND OTHER OEM - WELD JOINTS. APPARATUS REQUIRED TO OPERATE MECHANICAL SYSTEM AND TO PERFORM B. ALL WORK SHALL BE EXECUTED IN ACCORDANCE WITH LOCAL AND STATE CODES. A. PROVIDE AIR COOLED CONDENSER BY ONE OF THE FOLLOWING: FUNCTIONS SPECIFIED. ■ C. HEATING PIPING SHALL BE BLACK STEEL PIPE,ASTM A53,SCHEDULE 40 OR HARD DRAWN 1. TRANE ■ ■ ■ ■ C. EQUIPMENT SCHEDULES ESTABLISH A QUALITY AND DESIGN STANDARD. SUBSTITUTIONS TEMPER COPPER TUBING,ASTM B88,TYPE L. 2. MCQUAY B. PROVIDE NECESSARY MATERIALS AND FIELD WORK NECESSARY TO CONNECT CONTROL MUST BE EQUIVALENT IN PERFORMANCE,MATERIAL,SPACE,AND CONFIGURATION 3. YORK COMPONENTS FACTORY SUPPLIED AS PART OF EQUIPMENT CONTROLLED,UNLESS REQUIREMENTS. THE PROJECT ENGINEER OR ARCHITECT'S DECISION WILL BE FINAL 1.2 PIPING INSTALLATION: SPECIFIED OTHERWISE. AND MAY BE BASED ON BOTH CERTIFIED TEST DATA AND SUBJECTIVE REASONING. B. GENERAL: FACTORYCASSEMBLED AND TESTED,AIR COOLED CONDENSERS,CONSISTING A. INSTALL PIPES AND PIPE FITTINGS IN ACCORDANCE WITH RECOGNIZED INDUSTRY OF CASING,CONDENSERS COILS,CONDENSER FANS AND MOTORS,AND UNIT CONTROLS. C. EXTEND EXISTING DDC CONTROLS UTILIZING HARDWARE AND SOFTWARE COMPATIBLE 1.2 EXAMINATION OF BIDDING DOCUMENTS: PRACTICES WHICH WILL ACHIEVE PERMANENTLYCLEAKPROOF PIPING SYSTEMS CAPACITIES AND ELECTRICAL CHARACTERISTICS ARE SCHEDULED AT THE END OF THIS WITH CURRENT SYSTEM. PROVIDE FIELD CONTROL PANELS,INPUT/OUTPUT CARDS, DAVIS CAPABLE OF PERFORMING EACH INDICATED SERVICE WITHOUT PIPING FAILURE. INSTALL SECTION. APPLICATION SPECIFIC CONTROLLERS,LAN CABLING AND ROUTERS AND OTHER A. EXAMINE THE BIDDING DOCUMENTS CAREFULLY,NOT LATER THAN SEVEN DAYS PRIOR EACH RUN WITH MINIMUM JOINTS AND COUPLINGS,BUT WITH ADEQUATE AND COMPONENTS AS REQUIRED TO PROVIDE A COMPLETE SYSTEM. PERFORM ALL TO THE DATE OF RECEIPT OF BIDS. WRITTEN REQUEST FOR INTERPRETATIONS OR ACCESSIBLE UNIONS FOR DISASSEMBLY AND MAINTENANCE/REPLACEMENT OF VALVES C. UNIT CASINGS: DESIGNED FOR OUTDOOR INSTALLATION AND COMPLETE WITH WEATHER PROGRAMMING AND MODIFY GRAPHICAL USER INTERFACE AS REQUIRED BY THIS WORK. PARTNERSHIP CORRECTIONS OF ANY PERCEIVED DISCREPANCIES,AMBIGUITIES,INCONSISTENCIES,OR AND EQUIPMENT. PROTECTION FOR COMPONENTS AND CONTROLS,AND COMPLETE WITH REMOVABLE ERRORS DISCOVERED SHALL BE SUBMITTED TO THE ARCHITECT. ANY INTERPRETATION PANELS FOR REQUIRED ACCESS TO CONTROLS,CONDENSER FANS,MOTORS,AND D. COORDINATE WITH MRI VENDOR ON CONNECTION TO CHILLER INTERFACE PANEL TO OR CORRECTION WILL BE ISSUED AS AN ADDENDUM BY THE ARCHITECT. ONLY A 1. USE FITTINGS FOR ALL CHANGES IN DIRECTION AND ALL BRANCH CONNECTIONS. DRIVES. ADDITIONAL FEATURES INCLUDE:STEEL,GALVANIZED OR ZINCECOATED,FOR MONITOR STATUS AND ALARMS. ARCHITECTS WRITTEN INTERPRETATION OR CORRECTION BY ADDENDUM SHALL BE BINDING. NO EXPOSED CASING SURFACES,TREATED AND FINISHED WITH MANUFACTURER'S BIDDER SHALL RELY UPON INTERPRETATIONS OR CORRECTIONS GIVEN BY ANY OTHER 2. INSTALL PIPING AT RIGHT ANGLES OR PARALLEL TO BUILDING WALLS. DIAGONAL STANDARD PAINT COATING;LIFTING LUGS TO FACILITATE RIGGING OF UNITS; END OF SECTION METHOD. IF DISCREPANCIES,AMBIGUITIES,INCONSISTENCIES,OR ERRORS ARE NOT RUNS ARE NOT PERMITTED,UNLESS EXPRESSLY INDICATED. FACTORYCINSTALLED METAL GRILLES, FOR PROTECTION OF CONDENSER COIL DURING Denver 2301 Blake Street, Suite 100 COVERED BY ADDENDUM OR WRITTEN DIRECTIVE,INCLUDE IN THE BID LABOR, SHIPPING,INSTALLATION,AND OPERATION;HINGED AND GASKETED CONTROL PANEL I Denver, CO 80205 303.861.8555 MATERIALS,AND METHODS OF CONSTRUCTION RESULTING IN HIGHER COST. AFTER 1.3 PIPING TESTS: DOOR;ROOF MOUNTED UNITS SHALL BE MOUNTED ON SPRING ISOLATORS. SECTION 15975-SEQUENCE OF OPERATION AWARD OF CONTRACT,NO ALLOWANCE OR EXTRA COMPENSATION WILL BE MADE DUE 0225 Main Street, Unit C101 TO FAILURE OF MAKING THE WRITTEN REQUESTS AS DESCRIBED ABOVE. A. GENERAL: PROVIDE TEMPORARY EQUIPMENT FOR TESTING,INCLUDING PUMP AND D. CONTROLS: OPERATING AND SAFETY CONTROLS SHALL INCLUDE CONDENSER FAN 1.1 DESCRIPTION OF WORK: Vail Edwards, CO 81632 970.926.8960 GAGES. TEST PIPING SYSTEM BEFORE INSULATION IS INSTALLED WHEREVER FEASIBLE, MOTORS THERMAL AND OVERLOAD CUTOUTS. CONTROL TRANSFORMER IF REQUIRED B. BE RESPONSIBLE FOR ITS PROMPT DELIVER O REQUEST. FAILURE TO SO REQUEST AND REMOVE CONTROL DEVICES BEFORE TESTING.TEST EACH NATURAL SECTION OF SHALL BE AS REQUIRED BY THE DIVISION 15 CONTROLS CONTRACTOR. PROVIDE A. CONTROLS FU SEQUENCE FU OPERATION IS HEREBY DEFINED NCTION. REQUIREMENTS FOR EACH TYPE OF CONTROL SYSTEM THE MANNER AND METHOD BY WHICH CLARIFICATION OF ANY INADEQUACY,OMISSION,OR CONFLICT WILL NOT RELIEVE EACH PIPING SYSTEM INDEPENDENTLY BUT DO NOT USE PIPING SYSTEM VALVES TO MAGNETIC CONTACTORS FOR CONDENSER FAN MOTORS,AND AN UNFUSED # RESPONSIBILITY OF DOING SO. THE SIGNING OF THE CONTRACT WILL BE CONSIDERED ISOLATE SECTIONS WHERE TEST PRESSURE EXCEEDS VALVE PRESSURE RATING. FILL DISCONNECT SWITCH WHICH IS FACTORYCMOUNTED AND WIRED FOR SINGLE EXTERNAL OPERATION ARE SPECIFIED IN THIS SECTION. Ci�t1,l Itctn AS IMPLICITLY DENOTING A THROUGH COMPREHENSION OF THE FULL INTENT AND EACH SECTION WITH WATER AND PRESSURIZE FOR INDICATED PRESSURE AND TIME. ELECTRICAL POWER CONNECTION. LOW AMBIENT HEAD PRESSURE CONTROL: c f} SCOPE OF THE WORKING DRAWINGS AND SPECIFICATIONS. SIGNING OF THE CONTRACT FACTORYCINSTALLED LOW AMBIENT DAMPER ASSEMBLY, FAN SPEED CONTROL,OR FAN B. OPERATING EQUIPMENT,DEVICES,AND SYSTEM COMPONENTS REQUIRED FOR CONTROL {„q' OR MI NIA 8 1�ssocI A:ns, C o. INDICATES AGREEMENT TO ALL OF THE CONDITIONS IN THIS SPECIFICATION. B. TEST ALL PIPING SYSTEMS AS SPECIFIED. CORRECT LEAKS BY REMAKING JOINTS. CYCLING CONTROL FOR OPERATION DOWN TO E20 DEGREES F. SYSTEMS ARE SPECIFIED IN OTHER DIVISION 15 CONTROLS'SECTIONS OF THESE C0NSUCTm;G IvIBCH.4NICA11FLECTRIC.AL FNG[vEEns REMOVE EQUIPMENT NOT ABLE TO WITHSTAND TEST PROCEDURE DURING TEST. SPECIFICATIONS. 806TabDr Street.Lakewood,GO 60LO1-47CO 1.3 MECHANICAL INSTALLATIONS: END OF SECTION 303/232-6200.Fax 30=3-3731 C. SYSTEM TESTS 1.2 FAN COIL UNIT CONTROL SEQUENCES: c a(catunl na.com.vww.catonuma.com A. DRAWINGS ARE DIAGRAMMATIC IN CHARACTER AND DO NOT NECESSARILY INDICATE EVERY REQUIRED OFFSET,VALVE,FITTING,ETC. 1. HYDROSTATIC TEST: THE TEST SHALL BE ACCOMPLISHED BY HAND PUMPING THE SECTION 15830-TERMINAL UNITS A. FC-1-1 /CU-R-1 SHALL BE MONITORED BY THE BUILDING AUTOMATION SYSTEM. THE SYSTEM TO THE SPECIFIED WATER PRESSURE,AND MAINTAINING THAT PRESSURE UNITS SHALL BE CONTROLLED BY THE MANUFACTURERS THERMOSTAT WHICH WILL B. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS IN FIELD PRIOR TO COMMENCEMENT OF UNTIL THE ENTIRE SYSTEM HAS BEEN INSPECTED FOR LEAKS,BUT IN NO CASE FOR 1.1 GENERAL: PROVIDE FANCCOIL UNITS HAVING CABINET SIZES,AND IN LOCATIONS CYCLE THE FAN AND CONDENSING UNIT TO MAINTAIN SETPOINT IN EQUIPMENT ROOM WORK. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. A TIME PERIOD OF LESS THAN FOUR HOURS. INDICATED,AND OF CAPACITIES,STYLE,AND HAVING ACCESSORIES AS SCHEDULED. WITH AN ALARM SENT TO THE ENGINEERS WORKSTATION UPON FAILURE. INCLUDE IN BASIC UNIT CHASSIS,COILS,FANBOARD,DRAIN PAN ASSEMBLY,FANS, C. DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY. WHATEVER IS CALLED FOR IN a. HYDRONIC AND DOMESTIC WATER SYSTEMS: 100 PSIG TEST PRESSURE. HOUSING,MOTOR, FILTER,AND INSULATION. 1.3 HUMIDIFIER CONTROL SEQUENCES: EITHER IS BINDING AS THOUGH CALLED FOR IN BOTH. b. WASTE,DRAIN AND VENT SYSTEMS:WATER TEST WITH SYSTEM FILLED TO END OF SECTION A. H-1 SHALL BE MONITORED BY THE BUILDING AUTOMATION SYSTEM AND CONTROLLED BY THE HUMIDISTAT - ,AIR FLOW SWITCH,HIGH LIMIT SENSOR MOUNTED IN THE DUCTWORK. • • �y��� D. BEFORE ANY WORK IS INSTALLED,DETERMINE THAT EQUIPMENT WILL PROPERLY FIT THE HIGHEST POINT OF OVERFLOW. MINIMUM 10 FOOT HEAD. • SPACE;THAT REQUIRED PIPING GRADES CAN BE MAINTAINED AND THAT DUCTWORK CAN �' 4 BE RUN AS CONTEMPLATED WITHOUT INTERFERENCES BETWEEN SYSTEMS,WITH END OF SECTION SECTION 15891 -METAL DUCTWORK • V® STRUCTURAL ELEMENTS OR WITH THE WORK OF OTHER TRADES. END OF SECTION 1.1 DESCRIPTION OF WORK: • �?�e E. COORDINATE THE INSTALLATION OF MECHANICAL MATERIALS AND EQUIPMENT WITH ALL SECTION 15100-VALVES TRADES. A. EXTERIOR INSULATION OF METAL DUCTWORK IS SPECIFIED IN OTHER DIVISIONE15 SECTION 15991-TESTING AND BALANCING o 1.1 GENERAL: SECTIONS,AND IS INCLUDED AS WORK OF THIS SECTION. UL 11 20Q�� ' F. COORDINATE THE CUTTING AND PATCHING OF BUILDING COMPONENTS TO 1.1 DESCRIPTION OF WORK °r�"sj'f®'f Nw • �®•®®®®�•� A. ACCOMMODATE THE INSTALLATION OF MECHANICAL EQUIPMENT AND MATERIALS. A. ALL MECHANICAL COMPONENTS SHALL BE PROVIDED WITH VALVES AND UNIONS FOR 1.2 MANUFACTURERS: A. THIS SECTION COVERS TESTING AND BALANCING OF ENVIRONMENTAL SYSTEMS ���f�: ALL st'm� SERVICES AND REMOVAL. G. INSTALL MECHANICAL EQUIPMENT TO FACILITATE MAINTENANCE AND REPAIR OR A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS,PROVIDE INCLUDING BUT NOT LIMITED TO AIR DISTRIBUTION SYSTEMS,HYDRONIC DISTRIBUTION REPLACEMENT OF EQUIPMENT COMPONENTS. AS MUCH AS PRACTICAL,CONNECT B. ALL VALVES SHALL COMPLY WITH MSS SP-92,MSS VALVE USER GUIDE. PRODUCTS BY ONE OF THE FOLLOWING: SYSTEMS,AND THE EQUIPMENT AND APPARATUS CONNECTED THERETO. EQUIPMENT FOR EASE OF DISCONNECTING,WITH MINIMUM OF INTERFERENCE WITH OTHER INSTALLATIONS. C. PROVIDE STEM EXTENSIONS FOR INSULATED SYSTEMS. 1. FLEXIBLE DUCTS: 1.2 QUALIFICATIONS OF CONTRACTOR H. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES AND PERMITS. 1.2 PRODUCTS: a. FLEXMASTER A. THE CONTRACTOR SHALL PROCURE THE SERVICES OF AN AABC OR NEBB CERTIFIED, b. THERMAFLEX INDEPENDENT TESTING AND BALANCING AGENCY SPECIALIZING IN THE TESTING, 1.4 REMODEL PROJECTS: A. BALL VALVES 2"AND SMALLER: ANSI B16.34,CLASS 150 WSP,600 WOG,RATED FOR 150 ADJUSTING AND BALANCING OF ENVIRONMENTAL SYSTEMS TO PERFORM THE ABOVE PSI AT 3500F. TWO PIECE END ENTRY BODY STYLE,BRONZE BODY CONFORMING TO 2. DUCT TAKE OFF FITTINGS MENTIONED WORK. A. IN AS MUCH AS DESIGN FOR REMODEL AND/OR REHABILITATION REQUIRES THAT ASTM B584,SINGLE FULL PORT,STAINLESS STEEL BALL AND STEM OF ASTM A276 TYPE CERTAIN ASSUMPTIONS BE MADE REGARDING EXISTING CONDITIONS,AND BECAUSE 316, 15%GLASS REINFORCED PTFE SEATS, PTFE PACKING AND BLOW OUT PROOF STEM, a. HERCULES INDUSTRIES 1.3 CODES AND STANDARDS SOME OF THESE ASSUMPTIONS CANNOT BE VERIFIED WITHOUT DESTROYING VINYL COATED STEEL HANDLE. b. FLEXMASTER OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF THE BUILDING,THE ENGINEER C. THERMAFLEX A. NEBB: "PROCEDURAL STANDARDS FOR TESTING,ADJUSTING,AND BALANCING OF CANNOT ASSURE THE OWNER OR THE CONTRACTOR THAT THE PROFESSIONAL MANUFACTURERS: CONBRACO(APOLLO),CRANE,STOCKHAM,NIBCO. d. OMINAIR ENVIRONMENTAL SYSTEMS." CONSULTING SERVICES HEREIN ENCOMPASS AL CONTINGENCIES. FIELD COORDINATION 1.3 DUCTWORK MATERIALS: B. ASHRAE:ASHRAE HANDBOOK,2007 HVAC APPLICATIONS VOLUME,CHAPTER 37,TESTING, DURING CONSTRUCTION IS IMPERATIVE. MAKE REASONABLE ALLOWANCES FOR UNSEEN END OF SECTION ADJUSTING,AND BALANCING. CONDITIONS. A. SHEET METAL: EXCEPT AS OTHERWISE INDICATED, FABRICATE DUCTWORK FROM B. THE EXISTING BUILDING WILL BE OCCUPIED BY THE OWNER DURING CONSTRUCTION. SECTION 15140-SUPPORTS,ANCHORS AND SEALS GALVANIZED SHEET STEEL COMPLYING WITH ASTM A 527,LOCKFORMING QUALITY;WITH 1.4 PROJECT CONDITIONS CONTINUED OPERATION OF THE FACILITY SHALL NOT BE HINDERED BY THIS WORK. G 90 ZINC COATING IN ACCORDANCE WITH ASTM A 525;AND MILL PHOSPHATIZED FOR ACCOUNT FOR ALL ADDITIONAL COSTS WHICH MAY BE INCURRED DUE TO THE 1.1 GENERAL EXPOSED LOCATIONS. PROVIDE FLAT SEAM CONSTRUCTION WHERE STANDING SEAMS A. AIR AND WATER TESTING AND BALANCING SHALL NOT BEGIN UNTIL THE SYSTEM HAS DIFFICULTY OF WORKING OVER AND AROUND EMPLOYEES,FURNITURE,EQUIPMENT, ARE A HAZARD TO THE OWNER'S OPERATION PERSONNEL. BEEN COMPLETED AND IS IN FULL WORKING ORDER. ETC.;AND DUE TO THE HOURS OF THE DAY IN WHICH AN AREA MAY BE ACCESSIBLE A. ALL PIPE HANGERS SHALL BE THREADED ROD WITH CLEVIS OR TRAPEZE SUPPORTS. B. CRYOGEN VENT SHALL BE FABRICATED FROM STAINLESS STEEL.REFER TO DETAILS ON B. PUT ALL HEATING,VENTILATING AND AIR CONDITIONING SYSTEMS AND EQUIPMENT INTO WHEN COMPILING HIS BID. 1. INSULATED PIPING: COMPLY WITH THE FOLLOWING INSTALLATION REQUIREMENTS. MRI VENDOR DRAWINGS. FULL OPERATION AND CONTINUE OPERATION OF SAME DURING EACH WORKING DAY OF C. BE RESPONSIBLE TO FIELD VERIFY EXISTING EQUIPMENT OR DUCTWORK REMAINING TO TESTING AND BALANCING. BE RECONNECTED TO NEW OR EXISTING SYSTEMS. PROVIDE DUCTWORK,PIPING, 2. SHIELDS:PROVIDE PROTECTIVE SHEET SHIELDS,MSS TYPE 40 ON COLD PIPING 2" 1.4 MISCELLANEOUS DUCTWORK MATERIALS: AND LESS. SHIELDS SHALL SPAN AN ARC OF 180 DEGREES AND SHALL BE MINIMUM 1.5 TEMPERATURE CONTROLS A. FITTINGS: PROVIDE RADIUS TYPE FITTINGS FABRICATED OF MULTIPLE SECTIONS WITH u OR TO MAKE NEW WORK MEET EXISTING CONDITIONS,WHETHER INDICATED OR NOT. 8"LONG. LssuelReVlslons De �: V&0 CONTROLS,DIFFUSERS,ETC.,AS REQUIRED TO RESTORE CONTINUITY OF SYSTEMS(S), NQ MAXIMUM 15 DEG.CHANGE OF DIRECTION PER SECTION.UNLESS SPECIFICALLY A. OPERATE ALL TEMPERATURE CONTROL SYSTEMS WITH THE TEMPERATURE CONTROL D. PROVIDE MECHANICAL DEMOLITION REQUIRED. REFER TO ARCHITECTURAL DEMOLITION B. ALL DUCT HANGERS SHALL BE SHEET METAL STRAP OR ANGLE IRON IN COMPLIANCE DETAILED OTHERWISE,USE 45 DEG.LATERALS AND 45 DEG.ELBOWS FOR BRANCH CONTRACTOR'S REPRESENTATIVE FOR PROPER SEQUENCE OF OPERATION AND DRAWINGS FOR LOCATION AND EXTENT OF DEMOLITION REQUIRED. VISIT SITE PRIOR TO TAKEOFF CONNECTIONS. WHERE 90 DEG. BRANCHES ARE INDICATED,PROVIDE CONICAL CALIBRATION. REPORT IN WRITING ANY DEFICIENCIES TO THE ENGINEER IMMEDIATELY. WITH SMACNA GUIDELINES. ADD N0. 1 7-9-08 BID TO DETERMINE EXTENT OF WORK INVOLVED. EXISTING FIXTURES,MECHANICAL TYPE TEES. EQUIPMENT,ETC.BEING REMOVED SHALL BE RETURNED TO THE OWNER. DISPOSE OF END OF SECTION 1.6 REQUIREMENTS OF WORK ALL REMOVED PIPING,DUCTWORK,ETC.UNLESS NOTED OTHERWISE. B. DUCT SEALANT: NONCHARDENING,NONCMIGRATING MASTIC OR LIQUID ELASTIC SEALANT,TYPE APPLICABLE FOR FABRICATION/INSTALLATION DETAIL,AS COMPOUNDED A. BALANCING PROCEDURE SHALL BE IN ACCORDANCE WITH NEBB OR AABC GUIDELINES E. COORDINATE ALL PENETRATIONS OF THE FLOOR SLAB PRIOR TO COMMENCING WORK. SECTION 15190-IDENTIFICATION AND RECOMMENDED BY MANUFACTURER SPECIFICALLY FOR SEALING JOINTS AND FOR PROPORTIONAL BALANCE. SUBMIT REPORT ON STANDARD NEW FORMS OR SUBMIT UTILIZE X-RAY AND VISUAL INVESTIGATION OF EXISTING CONDITIONS AS REQUIRED SEAMS IN DUCTWORK. FORMS FOR REVIEW PRIOR TO BALANCING. MEASUREMENTS SHALL INCLUDE ALL 1.1 GENERAL MOTOR AMPERAGE AND VOLTAGE READINGS;MOTOR AND FAN RPMS;STATIC PRESSURE . PRIOR TO DRILLING OR CUTTING. C. DUCTWORK SUPPORT MATERIALS: EXCEPT AS OTHERWISE INDICATED,PROVIDE AT INLET AND OUTLET OF ALL FANS AND FILTERS. A. PROVIDE ADHESIVE BACKED OR PRE-CURLED SNAP-ON LABELS WITH FLOW ARROWS HOTCDIPPED GALVANIZED STEEL FASTENERS,ANCHORS,RODS,STRAPS,TRIM AND 1.5 EXCAVATION AND BACKFILLING: FOR ALL PIPING. PROVIDE ENGRAVED PLASTIC LAMINATE TAG FOR ALL MAJOR ANGLES FOR SUPPORT OF DUCTWORK. B. PROVIDE BELTS AND SHEAVES AS REQUIRED FOR DRIVE CHANGES TO ADJUST FAN A. IN GENERAL,FOLLOW ALL REGULATIONS OF OSHA AS SPECIFIED IN PART 1926,SUBPART EQUIPMENT(FANS,ETC.) SPEED. D. FLEXIBLE DUCTS: FLEXIBLE AIR DUCTS SHALL BE LISTED UNDER UL-181 STANDARDS AS P,"EXCAVATIONS,TRENCHING AND SHORING." FOLLOW SPECIFICATIONS OF DIVISION 15 AS THEY REFER SPECIFICALLY TO THE MECHANICAL WORK. 1 MANUFACTURERS: ALLEN SYSTEMS,BRADY CO.,SETON NAME PLATE. CLASS I AIR DUCT MATERIAL AND SHALL COMPLY WITH NFPA STANDARDS 90A AND 90B. C. ADJUST FLOWS TO WITHIN 10%OF REQUIRED QUANTITY.WHERE ROOM AIR PRESSURE . MINIMUM OPERATING PRESSURE RATING SHALL BE 6"W.C.THROUGH A TEMPERATURE RELATIONSHIPS ARE REQUIRED TO BE MAINTAINED AS SHOWN BY A DIFFERENTIAL OF B. LOCATE PIPE LABELS EVERY 25' EXCEPT WHERE CONCEALED ABOVE NON-ACCESSIBLE RANGE OF-200 TO 150OF;MINIMUM WORKING VELOCITY RATING SHALL BE 4000 F.P.M. SUPPLY AND EXHAUST/RETURN OR BY NOTE,ADJUST SUPPLY TO WITHIN 10 %AND THEN B. DIG TRENCHES TO DEPTH,WIDTH,TRENCHES O 6"BELOW T GRADE APPROPRIATE TO THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR SUPPLYING MATERIAL APPROVED BY ADJUST EXHAUST/RETURN TO PROVIDE THE INDICATED ROOM PRESSURE. IF ACTUAL PIPING BEING INSTALLED.DIG TRENCHES TO 6"BELOW THE LEVEL OF THE BOTTOM OF CEILINGS OR IN NON-ACCESSIBLE SHAFTS: LOCATE LABELS SO ALL PIPING WITHIN VIEW THE PIPE TO BE INSTALLED. INSTALL 6"BED OF PEA GRAVEL OR SQUEEGEE, OF AN ACCESS DOOR CAN BE IDENTIFIED. THE AUTHORITY HAVING JURISDICTION. QUANTITY IS LESS THAN 90%,INVESTIGATE CAUSE,ATTEMPT TO RECTIFY AND NOTIFY MECHANICALLY TAMP TO PROVIDE A FIRM BED FOR PIPING,TRUE TO LINE AND GRADE ENGINEER. SUBMITTAL OF BALANCE REPORT WITH LESS THAN REQUIRED FLOWS WITHOUT IRREGULARITY. PROVIDE DEPRESSIONS ONLY AT HUBS,COUPLINGS, FLANGES, END OF SECTION FLEXMASTER TYPE 8M ACOUSTIC FLEX. WITHOUT EXPLANATION IS CAUSE FOR REJECTION OF REPORT. OR OTHER NORMAL PIPE PROTRUSIONS. E. DUCT TAKE OFF FITTINGS TO INDIVIDUAL AIR INLETS&OUTLETS: PROVIDE CONICAL 1.7 REPORT OF WORK C. BACKFILL TO 12 INCHES ABOVE TOP OF PIPING WITH PEA GRAVEL OR SQUEEGEE,THE SECTION 15250-INSULATION SPIN-IN FITTINGS AT FLEXIBLE OR ROUND SHEET METAL DUCT TAKEOFFS. WHERE SAME IL USED FOR PIPING BED,COMPACT PROPERLY. SPECIFICALLY SHOWN ON DRAWINGS,WHERE THE DUCT DIMENSION DOES NOT ALLOW A. THE TESTING&BALANCING CONTRACTOR SHALL SUBMIT SIX(6)BOUND COPIES OF THE 1.1 PIPING INSULATION FOR A CONICAL SPIN-IN,OR AT CONTRACTOR'S OPTION,PROVIDE 45°INLET FINAL TESTING AND BALANCING REPORT AT LEAST 15 CALENDAR DAYS PRIOR TO THE RECTANGULAR TO ROUND DUCT TAKE OFF FITTINGS,WITH FACTORY APPLIED GASKET. MECHANICAL CONTRACTOR'S REQUEST FOR FINAL OBSERVATION. ALL DATA SHALL BE D. CONTINUE BACKFILL TO FINISH GRADE,USING FRIABLE MATERIAL FREE OF ROCK AND A. FIBERGLASS PIPING INSULATION:ASTM C547,CLASS 1,"K"FACTOR SHALL BE MAXIMUM FITTINGS SHALL INCLUDE BUTTERFLY TYPE MANUAL VOLUME DAMPER WITH REGULATOR, RECORDED ON APPLICABLE REPORTING FORMS. THE REPORT SHALL INCLUDE ALL OTHER DEBRIS. INSTALL IN 6 INCH LAYERS,EACH PROPERLY MOISTENED AND 0.24 AT 75DEG F.AND ALL PURPOSE JACKETING,ASTM C921 UNLESS SPECIFIED AND DUAL LOCKING DEVICE. DUAL LOCKING DEVICE SHALL CONSIST OF TWO SHAFT OPERATING DATA,A LIST OF ALL EQUIPMENT USED IN THE TESTING AND BALANCING MECHANICALLY COMPACTED PRIOR TO INSTALLATION OF ENSUING LAYER. COMPACTION OTHERWISE AND HAVE RATINGS OF 25 OR LESS FLAME SPREAD AND 50 OR LESS SMOKE MOUNTED WING NUTS,ONE ON EACH SIDEOF THE DAMPER. WING NUTS SHALL TIGHTEN WORK,AND SHALL BE SIGNED BY THE SUPERVISING ENGINEER AND AFFIXED WITH HIS BY HYDRAULIC JETTING IS NOT PERMISSIBLE. DEVELOPMENT. ON SHAFTS TO LOCK BUTTERFLY IN PLACE. SHAFTS SHALL BE SOLID METAL, ROLLED CERTIFICATION SEAL. FINAL ACCEPTANCE OF THIS PROJECT WILL NOT TAKE PLACE w '" Pro ect In#frrnation METAL SHAFTS ARE NOT ACCEPTABLE. UNTIL A SATISFACTORY REPORT IS RECEIVED. y .,y..,wu E. USE SUITABLE EXCAVATED MATERIAL TO COMPLETE THE BACKFILL,INSTALLED IN 6 INCH B. PIPING INSULATION APPLICATION LIFTS AND MECHANICALLY COMOPACTED TO SEAL AGAINST WATER INFILTRATION. HERCULES MODEL 9000(CONICAL) 1.8 GUARANTEE OF WORK COMPACT TO 95%FOR THE UPPER 30 INCHES BELOW PAVING AND SLABS AND 90 % 1. DOMESTIC COLD AND HOT WATER PIPING:1/2'THICK. ELSEWHERE. 1.5 LOW PRESSURE ROUND DUCTWORK: A. THE TESTING&BALANCING CONTRACTOR SHALL GUARANTEE THE ACCURACY OF THE 2. HEATING WATER PIPING: 1-1/2"THICK, EXCEPT M.'THICK FOR 2"AND SMALLER TESTS AND BALANCE FOR A PERIOD OF 90 DAYS FROM DATE OF FINAL ACCEPTANCE OF 1.6 MECHANICAL SUBMITTALS: RUNOUTS TO INDIVIDUAL TERMINALS, LESS THAN 20'LONG. A. MATERIAL: GALVANIZED SHEET STEEL COMPLYING WITH ASTM A 527,LOCKFORMING THE TEST AND BALANCE REPORT. DURING THIS PERIOD,THE TESTING&BALANCING A. THE MANUFACTURER'S MATERIAL OR EQUIPMENT LISTED IN THE SCHEDULE OR QUALITY,WITH ASTM A 525,G90 ZINC COATING,MILL PHOSPHATIZED. SPIRAL LOCKSEAM CONTRACTOR SHALL MAKE PERSONNEL AVAILABLE AT NO COST TO THE OWNER TO IDENTIFIED BY NAME ON THE DRAWINGS ARE THE TYPES TO BE PROVIDED FOR THE 1.2 DUCTWORK INSULATION CONSTRUCTION. INDIVIDUAL RUNOUTS TO DIFFUSERS MAY BE LONGITUDINAL SEAM. CORRECT DEFICIENCIES THAT MAY BECOME APPARENT IN THE SYSTEM BALANCE. ESTABLISHMENT OF SIZE,CAPACITY,GRADE AND QUALITY. IF ALTERNATES ARE USED IN A. FLEXIBLE FIBERGLASS DUCTWORK INSULATION: ASTM C 553,TYPE I,3/4 LBS PER CU.FT. B. ELBOWS: ONE PIECE CONSTRUCTION FOR 90 DEG.AND 45 DEG.ELBOWS 14"AND END OF SECTION LIEU OF THE SCHEDULED NAMES,THE COST OF ANY CHANGES IN CONSTRUCTION DENSITY."K"VALUE SHALL BE MAXIMUM 0.25 AT 75 DEGREES F.MEAN TEMPERATURE,250 SMALLER. PROVIDE MULTIPLE GORE CONSTRUCTION FOR LARGER DIAMETERS WITH REQUIRED BY THEIR USE SHALL BE BORNE BY CONTRACTOR. DEGREED F TEMPERATURE LIMIT,VAPOR TRANSMISSION RATING SHALL NOT EXCEED STANDING SEAM CIRCUMFERENTIAL JOINT. RADIUS TO CENTERLINE SHALL BE 1.5 TIMES B. BEFORE STARTING WORK,PREPARE AND SUBMIT TO THE ARCHITECT/ENGINEER SHOP 0.02 PERMS,FACING OF.7 MIL FOIL REINFORCED WITH GLASS MESH AND LAMINATED TO DUCT DIAMETER. SPOT WELDED AND BONDED CONSTRUCTION. DRAWINGS AND DESCRIPTIVE DATA FOR ALL MECHANICAL EQUIPMENT AND MATERIALS 40 LB KRAFT. END OF SECTION 1.6 INSTALLATION OF METAL DUCTWORK: REQUIRED FOR THE PROJECT. A. DUCT SEALING: 1.7 RECORD DOCUMENTS: SECTION 15300-FIRE PROTECTION 1. SEAL ALL LOW PRESSURE DUCTS TO SMACNA SEAL CLASS"B" A. CONTRACTOR SHALL KEEP A COMPLETE SET OF RED-LINED RECORD DOCUMENT PRINTS 1. THE FIRE SPRINKLER CONTRACTOR SHALL SERVE AS THE ENGINEER OF RECORD FOR ALL IN CUSTODY DURING ENTIRE PERIOD OF CONSTRUCTION AT THE CONSTRUCTION SITE. WORK PERFORMED UNDER THIS DIVISION. SUBMIT COMPLETE FIRE SPRINKLER SYSTEM SHOP B. GENERAL: ASSEMBLE AND INSTALL DUCTWORK IN ACCORDANCE WITH RECOGNIZED ONE(1)SET OF RECORD DOCUMENTS SHALL BE PROVIDED TO THE ENGINEER DRAWINGS AND HYDRAULIC CALCULATIONS,GENERATED BY CONTRACTOR. SHOP DRAWINGS INDUSTRY PRACTICES WHICH WILL ACHIEVE AIR TIGHT AND NOISELESS(NO INDICATING FINAL PROJECT CONDITIONS AFTER COMPLETION OF WORK. SHALL BE A MINIMUM 1/8"SCALE,SHOW DEVICE AND APPLIANCE LOCATIONS,BUILDING OBJECTIONABLE NOISE)SYSTEMS,CAPABLE OF PERFORMING EACH INDICATED SERVICE. BACKGROUND INFORMATION,ROOM OCCUPANCY DESCRIPTIONS,DOOR SWINGS,FIRE INSTALL EACH RUN WITH MINIMUM NUMBER OF JOINTS.ALIGN DUCTWORK ACCURATELY 1.8 OPERATION AND MAINTENANCE DATA: RATINGS AND FIRE PROTECTION SYSTEM LAYOUT AND DETAILS. SHOP DRAWINGS AND AT CONNECTIONS,WITHIN 1/8 MISALIGNMENT TOLERANCE AND WITH INTERNAL HYDRAULIC CALCULATIONS SHALL BE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN SURFACES SMOOTH.SUPPORT DUCTS RIGIDLY WITH SUITABLE TIES,BRACES, HANGERS A. CONTRACTOR SHALL PREPARE TWO(2)SETS OF MAINTENANCE MANUALS AND SHALL THE STATE OF COLORADO. SUBMIT SHOP DRAWINGS AND HYDRAULIC CALCULATIONS TO THE AND ANCHORS OF TYPE WHICH WILL HOLD DUCTS TRUECTOCSHAPE AND TO PREVENT INCLUDE ALL MECHANICAL WARRANTIES. INSTRUCT OWNER OPERATION OF SYSTEMS. MAINTENANCE MANUALS SHALL BUILDING INSPECTIONS DIVISION AND FIRE PREVENTION BUREAU FIRST,AS APPLICABLE AND BUCKLING,POPPING OR COMPRESSING. OBTAIN THEIR APPROVAL BEFORE SUBMISSION TO THE ARCHITECT. C. FIELD FABRICATION: COMPLETE FABRICATION OF WORK AT PROJECT AS NECESSARY TO Vail B. THE TESTING AND BALANCING REPORT SHALL BE SUBMITTED AND RECEIVED BY THE ENGINEER AT LEAST FIFTEEN CALENDAR DAYS PRIOR TO THE CONTRACTOR'S REQUEST 2. SHOW THE CONNECTING MAIN AND BRANCH PIPE SIZES FOR ALL RELOCATED EXISTING MATCH SHOP FABRICATED WORK AND ACCOMMODATE INSTALLATION REQUIREMENTS: SPRINKLER HEADS. FOR FINAL OBSERVATION TIME FRAME REQUIREMENTS,AND SHALL BE INCLUDED IN THE D. INSTALLATION: INSTALL METAL DUCTWORK IN ACCORDANCE WITH SMACNA HVAC DUCT Valley 0&M MANUAL. 3. CONFORM TO LIGHT HAZARD OCCUPANCY REQUIREMENTS OF NFPA 13,USING QUICK CONSTRUCTION STANDARDS. END OF SECTION RESPONSE HEADS THROUGHOUT. E. TEMPORARY CLOSURE: AT ENDS OF DUCTS WHICH ARE NOT CONNECTED TO Medical 4. EXTEND THE EXISTING SPRINKLER SYSTEM,RELOCATE EXISTING AND ADD NEW SPRINKLER EQUIPMENT OR AIR DISTRIBUTION DEVICES AT TIME OF DUCTWORK INSTALLATION, SECTION 15050-MECHANICAL SYSTEMS FIRE STOPPING HEADS IN ACCORDANCE WITH NFPA 13,ALL APPLICABLE CODES AND ORDINANCES AND PROVIDE TEMPORARY CLOSURE OF POLYETHYLENE FILM OR OTHER COVERING WHICH PROJECT REQUIREMENTS TO COMPLETE THE NEW WORK. WILL PREVENT ENTRANCE OF DUST AND DEBRIS UNTIL TIME CONNECTIONS ARE TO BE Center 1.1 GENERAL COMPLETED. 5. SYSTEM SHALL BE INSTALLED COMPLETE AND OPERATIONAL,INCLUDING WATER FLOW A. PROVIDE FIRE STOP SYSTEMS LISTED IN THE UL FIRE RESISTANCE DIRECTORY. PROVIDE INDICATOR,CONNECTIONS TO EXISTING ALARM,DRAIN PIPING, IDENTIFICATION SIGNS,ETC. 1.7 INSTALLATION OF DUCT TAKE-OFF FITTINGS: SYSTEMS WITH FIRE RESISTANCE"F RATINGS EQUAL TO THE FIRE RESISTANCE RATING OF THE WALL OR FLOOR ASSEMBLY FOR ALL PENETRATIONS. IN ADDITION,PROVIDE 6. WORK SHALL BE PERFORMED BY A QUALIFIED FIRE SPRINKLER INSTALLER WITH A MINIMUM OF A. FULLY SEAL ALL JOINTS. 181 W. Meadow Drive SYSTEMS WITH A"T"RATING EQUAL TO THE FIRE RESISTANCE RATING OF THE WALL OR (5)FIVE YEARS EXPERIENCE IN SIMILAR INSTALLATIONS. FLOOR ASSEMBLY IN THE FOLLOWING APPLICATIONS. B. SHEET METAL SCREW REGULATOR ARM TO DUCT AFTER BALANCE IS COMPLETE..MARK Vail, Colorado 7. COORDINATE ALL WORK WITH ALL OTHER TRADES. AND DATE POSITION OF REGULATOR ARM. 81657 1. PENETRATING ITEMS LARGER THAN 4"DIAMETER OR 16 SQUARE INCHES IN C. INSULATION OVER REGULATOR ARM IS NOT REQUIRED: CORRIDOR WALLS. 8. SUPPLY OWNER AN EXTRA STOCK OF SIX SPRINKLER HEADS(6),THREE(3)OF EACH TYPE,AND 2. PENETRATING ITEMS LARGER THAN 4 DIAMETER OR 16 SQUARE INCHES WHEN A SPRINKLER WRENCH. SPRINKLER HEADS SHALL MATCH EXISTING IN ADJACENT AREAS. THEY ARE BELOW THE CEILING IN ANY FIRE RESISTIVE WALL. 1.8 INSTALLATION OF FLEXIBLE DUCTS: 3. ANY FLOOR PENETRATIONS NOT WITHIN A WALL OR CHASE. END OF SECTION 4. ANY FLOOR PENETRATIONS LARGER THAN 4"IN DIAMETER OR 16 SQUARE INCHES. A. MAXIMUM LENGTH: FOR ANY DUCT RUN USING FLEXIBLE DUCTWORK,DO NOT EXCEED 5' B. MANUFACTURERS: SECTION 15440-PLUMBING FIXTURES 0" SHC-MRI Remodel B. INSTALLATION: INSTALL IN ACCORDANCE WITH SECTION III OF SMACNA'S,"HVAC DUCT 1. 3M 1.1 DESCRIPTION OF WORK: CONSTRUCTION STANDARDS,METAL AND FLEXIBLE". 2. NELSON FIRESTOP PRODUCTS CO 3. TREMCO CONSTRUCTION PRODUCTS A. EXTENT OF PLUMBING FIXTURES WORK REQUIRED BY THIS SECTION IS INDICATED ON 1.9 EQUIPMENT CONNECTIONS: 4. METALINES DRAWINGS AND SCHEDULES AND BY REQUIREMENTS OF THIS SECTION. A. GENERAL: CONNECT METAL DUCTWORK TO EQUIPMENT AS INDICATED,PROVIDE C. SUBMIT PRODUCT DATA APPLICATION DRAWINGS INDICATING THE DETAILS OF EACH 1.2 MANUFACTURERS: FLEXIBLE CONNECTION FOR EACH DUCTWORK CONNECTION TO EQUIPMENT MOUNTED PROPOSED ASSEMBLY,FOR ALL TYPES OF FIRE RATED CONSTRUCTION AND ON VIBRATION ISOLATORS,AND/OR EQUIPMENT CONTAINING ROTATING MACHINERY. y A. MANUFACTURER SUBJECT TO COMPLIANCE WITH REQUIREMENTS,PROVIDE PRODUCTS PENETRATING ITEMS ENCOUNTERED, IDENTIFYING INTENDED PRODUCTS AND Sht�nfarncnn APPLICABLE UL SYSTEM NUMBER,OR UL CLASSIFIED DEVICES. BY ONE OF THE FOLLOWING: 1.10 ADJUSTING AND CLEANING D. REVIEW ARCHITECTURAL DRAWINGS TO DETERMINE THE LOCATION AND RATING OF FIRE - 1. STAINLESS STEEL SINKS: A. CLEAN DUCTWORK INTERNALLY,UNIT BY UNIT AS IT IS INSTALLED,OF DUST AND DEBRIS. Sheet Title: RESISTIVE CONSTRUCTION. a. ELKAY MFG.CO. CLEAN EXTERNAL SURFACES OF FOREIGN SUBSTANCES. MECHANICAL END OF SECTION b. JUST END OF SECTION C. KOHLER SPECIFICATIONS SECTION 15060-PIPE AND FITTINGS 2. FAUCETS: SECTION 15931-AIR DEVICES 1.1 GENERAL: a. CHICAGO FAUCET CO. 1.1 GENERAL:AIR DEVICES SHALL BE PROVIDED TO DISTRIBUTE SUPPLY AND RETURN AIR b. T&S BRASS WITHIN INDIVIDUAL AREAS OF THE BUILDING. THEY SHALL INCLUDE REGISTERS,GRILLES, A. DOMESTIC WATER ABOVE GRADE INSIDE SHALL BE HARD DRAWN COPPER TUBING,ASTM AND DIFFUSERS,AS SCHEDULED. B88,TYPE L,WITH 95/5 TIN/ANTIMONY SOLDERED JOINTS. END OF SECTION END OF SECTION B. SANITARY DRAINAGE AND VENTS-INSIDE BUILDING: SECTION 15743 C AIR COOLED CONDENSERS PERMIT SET 2 JUNE 2008 Sheet Number: M1 ■ • t• 1. 0.000.. _ _ DPA Project: 0890 0 Cator, Ruma & Assoc. FILENAME.P.\VVMC\2008 015 MRI REMODEL\CAD\MECH\P MSPEC.DWG _ M1.02 PLOT. 07/11/2008 ® 8.10am REV. 06/02/2008 CAD. M�ohnson XREF. tb.dwg COPYRIGHT 2008-DAVIS PARTNERSHIP.P.C. ■ MEN MENEM MENEM N DAVIS / — : 1 l 1 �� --_� I 1 ....._ . / I I PART t ti I 100 i " , I ' PA N ER HIP f 1 F. \\ ORM1, VfA l A . 150 ARCHITECTS --- -- I - --- - _ ' - -'` i \\ c� I 2 ilo 2301 Blake Street, Suite 100 DHC-5 ,■ !\ .''- !1 /12 \ L,- — ' ,_ 10 ! 50 Denver Denver, CO 80205 303.861.8555 � � To -I -- ___T DEMOLITION GENERAL NOTES: DHC-6 `,` 900 ■ °° 300 ! '' ! 300 CFM iE -8 C 8 $ _.,. . _ .._ _) 1 I 4I - I �!r 1. EXISTING ITEMS TO REMAIN ARE DENOTED LIGHTLY UNLESS OTHERWISE NOTED. ALL Vail 0225 Main Street, Unit C101 ---- --------- ---------- 5 1 -- r' Edwards, CO 81632 970.926.8960 — I ;i i I �� ITEMS SHOWN HATCHED OR CROSS HATCHED SHALL BE REMOVED UNLESS _r M . . - A 150 : Ur OTHERWISE NOTED. 14 12 II �. III 1 10 I ! 12 .10 II! 2. CONTRACTOR SHALL NOT SHUT-OFF OR PUT-OUT OF SERVICE ANY SYSTEMS OR GOTiSUItcZrl `_ -- _ _- i_u — ! .----- t- 7 I_. _ VI WI T COORDINATING THE OWNER. X - - I n TB L. SERVICE WITHOUT FIRS G WITH E 0 ER. ■ - . i I to3 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VISIT THE SITE AND 1 CNI.OR, RuN,1A &Asscx lxns, Co. N_ !' _ _it i 4 i 3Q/1a CJRF C`iB CONSIOUNGMECIiAN IC.4LF.-[.ECTRTCALE\GINEERS r ------ __1_ F� UNDERSTAND THE EXTENT OF THE REMODEL WORK REQUIRED PRIOR TO BID. NO I' F �' ■ EXTRAS WILL BE ALLOWED FOR WORK REQUIRED TO ACHIEVE THE END RESULT AS 8%Tabor Stleet.I ake.Cor,CO 80401-4700 3031232-6200.Fax 303233.3701 - ■ 1 INDICATED BY THE CONTRACT DOCUMENT. __ - _- °.....t— ! - .II-__ .-.,,...._- IL-'�".. ....—_ _ - - -.cri;@ratorruma.com.www.ratormma.culn 4 CONTRACTOR SHALL DETERMINE AND COORDINATE THE EXACT EXTENT OF ' X 2 10 r; 1 10 \ ■ DEMOLITION TO FACILITATE ALL WORK INDICATED BY THE CONTRACT DOCU 75 1 MENT. 220 j -; ; ■ I 1Q/1 5. PRIOR TO COMMENCEMENT OF ANY DEMOLITION WORK, VERIFY EXISTING COND111ONS e 2:10 N AND N011FY ENGINEER OF ANY DISCREPANCIES FOR RESOLUTION. CD-1 �l' I 1 200 1OOCFtu1 = I - ■ �__8���'��0___��__� '• tO 6. ALL ITEMS IDENTIFIED TO BE REMOVED SHALL BE REMOVED IN THEIR ENTIRETY TYP. OF 3) 6"0 2 i a-- UNLESS OTHERWISE NOTED. REMOVED ITEMS SHALL BE TURNED OVER TO THE 11a133Ey�p 75 ■ 100 ; OWNER UNLESS OTHERWISE NOTED AND STORED IN THE AREA DESIGNATED BY THE t Q see \1 C ' X i i �_ __--'` __ !TB (_ AN ALLY OF ALL ITEMS THE OWNER` ME i I III I � ---- ---_............. ---..__...._._;-; CCHHOO�S NOT TO ACCEPT. > �� D LEG DISPOSE TEM • ' nz��cTOR I I 115 • S T.C. TUBING RING ETC. ARE TO BE REMOVED FROM j i � !I ■ � (; i i � � 1 r - ,--- - ■ �; 7. WHERE EXISTING PIPING, � ," SL i I �, B 200 I I ; ; E REMAINING, THE WALLS SHALL BE REPAIRED TO MATCH ORIGINAL S --- " �! CONDITIONS ` - - -- --..._.._.. -- • I I I 8 00 J AIN I ■' I FCU 1 I , ! ■ - ! 8. 'WHERE EXISTING PIPING TO BE REMOVED PASSES THROUGH FLOORS, HEY SHALL .®• 1 1 20 ' ' X I I ■ i i I I I I " E-1 BE CUT BACK TO WITHIN CONCRETE AND FILLED WITH GROUT TO ACHIEVE A fi®� •®®..00 I �I �_ - -- tO_a� I �� 04-0-01- EVEN FINISH CONCRETE SURFACE. �� _ 2 �1__.._ SMOOTH AND SH WITH ,FM " :11 CA_ ESEA 11 1 L NEI I _-1 i i - JII RCH ! I �.. Q e • I -CU FCU y_-- I _I -, - - B; 2 1 NOTES: ■ � I' 2;0 36/12 300 ! ST°a��E - 10'0 -� - - � REMOVE AND RELOCATE EXISTING TERMINAL BOX, SEE NEW PLAN FOR X38/60 I .1 I LOCATION. ■ e 2001 3 10/8 A 10"0 2 RELOCATE EXISTING SUPPLY DIFFUSER, TYPICAL OF THREE IN ROOM, SEE NEW I i! 1 /, ■ -i-- I- ii� !! J L----- PLAN FOR LOCATION. '{ �;, ■ 16/12 ' �3 REMOVE FLEX FROM SUPPLY DIFFUSER, SEE NEW PLAN FOR NEW CONNECTION.STORACIIJ ' L �21 ! 4 REPLACE OR EXTEND EXISTING CONTROL WIRING FROM THERMOSTAT TO NEW ■ _ Imo,.; A OF TERMINAL BOX. „ ; LOCATION NAL U REMOVE (E) DIFFUSER/GRILLE AND RELOCATE IN (N) CEILING AS SHOWN. EXTEND (E) BRANCH DUCTWORK TO RECONNECT DIFFUSER/GRILLE AT (N) LOCATION. t ; r : I Issue/Reulislons rQate RRIA ADD NO. 1 7-9-08A PARTIAL_1ST FLOOR HVAC DEMOLITION PLAN q SCALE: 1/8"=1'-0" - ! _ r ! { *SpCb rcoa.>•Y A 5 Rroeot IITfohrrlara�I r - - - I� L�_ ..�....-_. - v II'In I t: i ! QF URA E 00 1 50 \ !r 8/8 II : l - . DHC-5 ■ �. f' 1 12 \ I B 10 / 50 `� T DHC-6 - 900 ■ ,' ,, ' �'' EF 80 - ! -- -- - 44` _ HVAC AC N O 1 E S. 300 8 6 \ 300 CFM A 11 II 116 12 I I � ,00100 8 8 f � I I : ,! �J � ! II --- ---- -- 1 \ KI I Vi — - I ! - 1. ALL SUPPLY AIR DIFFUSERS ARE 4-WAY AIR PATTERN UNLESS SHOWN .. ...._.._.. ._ ....._ ......I If'f. .. --- ... - - - _•i .i. . . - A 150 I Q� OTHERWISE. : 0 i o - 7 10 22 - '- 14 12 1 1 10 ! 12/10 2. DUCT SIZE OF BRANCH DUCT TO AIR DEVICE SHALL BE THE SAME SIZE AS NECK 1 11.iV c RIDOR Al B I --- �$ = SIZE OF AIR DEVICE UNLESS NOTED OTHERWISE. 125 16/1 ,03 3. ALL HEATING WATER SUPPLY AND RETURN BRANCH PIPING TO TERMINAL BOXES - -- N �� 3U�10-c �' lB 3002 SHALL BE 3/4" UNLESS NOTED OTHERWISE. ALL PIPING TAKE-OFFS FROM MAINS 16/10 r x �_�, -! `" .6 ��\ TB tg SHALL BE BOTTOM TAKE-OFFS WITH SWING JOINTS. ! . f _ t........ -- -- -- i01 4. BRANCH DUCT SIZE TO INLET OF ALL TERMINAL BOXES SHALL BE THE SAME I - t CE THE N D LESS OTHERWISE. SIZE AS I LET SCHEDULE UN NOTED L... ;, - - ' X ■ - _----_-- .._ - _-- o^ set I 1 j ■ F,211 5 ALL MEDIUM PRESSURE AND LOW PRESSURE SUPPLY AIR DUCTWORK SHALL BE I _ E 15 5 I I EXTERNALLY WRAPPED TO THICKNESS AS STATED IN SPECIFICATIONS. RETURN I! ( n --- ! B 2.10 N I AND EXHAUST DUCTWORK IS NEITHER LINED NOR WRAPPED. (UNLESS NOTED CD-1 ( I m �. o, 00 . OTHERWISE)1.1-11 1OO@FM ! C ! ; 8'0 NIC.a U ,r;zy 'I :TYP. OF 3) --f ''01 STORAGE 120 100 I I --d ■1 _ ' I X Vail I Ta ' nERE TPI ---- KEY NOTES Valley I I I ( X115 � �� i � �� !{ • I L ' I f". I c is I N 220 !I NEW LOCATION OF RELOCATED TERMINAL BOX. e �• OF 4 FC ■ 100 I B'i RELOCATED SUPPLY DIFFUSER, CUT OR REPLACE FLEX AS REQUIRED TO Medical 1; �}j} i 4/14 ' 1_1 30/1 l• REACH NEW LOCATION. 3 PROVIDE NEW SUPPLY TAP FOR EXISTING DIFFUSER, REBALANCE TO CFM Center 6� -------- .. x �+- 00 ; SHOWN. -1 I i5 j r- 2FM ! f` - - 1000. �: B !I ; ICA' RES-' . h ALL CTS, DIFFUSERS, GRILLES AND HANGERS BELOW RF SHIELDING SHALL I i�--: _.., I I�16 , 1000 ;; -.D /1 (TYP. OF 2 ,I t5' ! BE ALUMINUM. COORDINATE ALL PENETRATIONS WITH RF VENDOR. S� W. M @a(�OW DfIV@ <.r B 2 8`0 .. 12 1 5 MRI CRYOGEN QUENCH VENT SHALL BE STAINLESS STEEL WITH 1" INSULATION -CU FCU ■ tv412 I I 145 B 12 - 0 Val Colorado ■ —(TYP} OF 2) I I 13 2 0 � rF ✓ I 300 AND A VAPOR BARRIER WITHIN THE MRI ROOM. PROVIDE EXHAUST BOX AT ' STCR4GE _ _J - - '= ' OUTLET SIZED AT 24"x12"x12" WITH GRILLE ON BOTTOM. $ 657 �-� IT 10`8 18(I ? © EXTEND CONTROL WIRING TO NEW LOCATION OF TERMINAL BOX. I ■ i ! I t ! �/3109 PROVIDE STAINLESS STEEL OR ALUMINUM DUCT TO A POINT 5' DOWNSTREAM C 10 1 1(ro c I ■ 6 i I OF HUMIDIFIER. PROVIDE DRAIN CONNEC110N AT LOW POINT. : iST RAGE I I 2 ,0 I ! SHC-MRI Remodel IT 5 ; I ! - - - - - - - - - - - - -- -- --- -I---# .l �L_ Sheet Title: PARTIAL 1 ST FLOOR HVAC PLANS PARTIAL 1 ST FLOOR HVAC PLAN b SCALE: 1/8"=1'-0" PERMIT SET 2 JUNE 2008 THIS WORK SHOWN AS EXISTING CONDI1IONS WAS TAKEN FROM OWNER FURNISHED Sheet Number: DRAWINGS. CATOR, RUMA & ASSOCIATES, } CO. IS NOT RESPONSIBLE FOR THE ACCURACY OF ANY INFORMATION WHICH WAS PROVIDED WITH THE OWNER FURNISHED DRAWINGS. FURTHERMORE, CATOR, RUMA & ASSOCIATES, CO. IS NOT RESPONSIBLE FOR THE ADEQUACY, CAPACITIES, SAFETY AND CONFORMANCE TO CURRENT PREVAILING DPA Project: 08901.00.000 Cator, Ruma & Assoc. 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STGRaGF (' I ..' i I i SS eIF�� ...5� � Fi _ _ �._.... .._-_'-- _----..__. ._.-.--.. _.--.�. _ _.-__. .._...__ .._..__ - ii ! I z; �-r— - � i L� .I� _ � I I — - �� Ili !! _ : ,I _ I ADD NO. 1 7-9-08 1 ■ ;j II ��--HWRHWS !� I- -- I ---� --- WRHWS-- - �- ■ � I; I ��- -H - -- I -- -(-I - - - WRHWS--- -- - 1- ■ ! Ij C- CWRI- - -- - L --- ---■--CWR- - - - - ■ �I , I C-- -WS CWRI- - -- - � - -- CWR- -- _ WS " ■ CWS, lI C CWS CWSI - -- OFF CL s,,. �, 5 .— ST RAGIE� , tts ..-' _ .__. ....-. - - --- -- - - _ _- ._._. . ...-. ......_. ._.-. i '- I I I i , I , I -. ..._I - — — — .. .... {{ I: ..............._ _..._ - - - - - - - - - - - - - - - - - PARTIAL 1ST FLOOR HVAC PIPING DEMOLITION PLAN PARTIAL 1 ST FLOOR HVAC PIPING PLAN SCALE: 1/8"=l'-O" SCALE: 1/8"=l'-O" PrOect lnfiormatlmT .u. .. ,._. a .� DEMOLITION GENERAL NOTES: 1. EXISTING ITEMS TO REMAIN ARE DENOTED LIGHTLY UNLESS OTHERWISE NOTED. ALL ITEMS SHOWN HATCHED OR CROSS HATCHED SHALL BE REMOVED UNLESS OTHERWISE NOTED. 2. CONTRACTOR SHALL NOT SHUT-OFF OR PUT-OUT OF SERVICE ANY SYSTEMS OR SERVICE WITHOUT FIRST COORDINATING WITH THE OWNER. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VISIT THE SITE AND UNDERSTAND THE EXTENT OF THE REMODEL WORK REWIRED PRIOR TO BID. NO KEY NOTES: EXTRAS WILL BE ALLOWED FOR WORK REWIRED TO ACHIEVE THE END RESULT AS INDICATED BY THE CONTRACT DOCUMENT. 4• CONTRACTOR SHALL DETERMINE AND COORDINATE THE EXACT EXTENT OF <: 2 1/2" CWS/R, 1 3/8"RS AND 5/8"RL UP TO 2ND FLOOR, SEE PARTIAL DEMOLITION TO FACILITATE ALL WORK INDICATED BY THE CONTRACT DOCUMENT. 2ND FLOOR PLAN FOR CONTINUATION. 5. PRIOR TO COMMENCEMENT OF ANY DEMOLITION WORK, VERIFY EXISTING CONDITIONS ROUTE 2 1/2" CWS/R DOWN TO MRI WALL MOUNTED INTERFACE PANEL AND NOTIFY ENGINEER OF ANY DISCREPANCIES FOR RESOLUTION. 6. ALL ITEMS IDENTIFIED TO BE REMOVED SHALL BE REMOVED IN THEIR ENTIRETY UNLESS OTHERWISE NOTED. REMOVED ITEMS SHALL BE TURNED OVER TO THE OWNER UNLESS OTHERWISE NOTED AND STORED IN THE AREA DESIGNATED BY THE OWNER. REMOVE FROM SITE AND LEGALLY DISPOSE OF ALL ITEMS THE OWNER CHOOSES NOT TO ACCEPT.7. WHERE EXISTING PIPING, T.C. TUBING/WIRING ETC. ARE TO BE REMOVED FROM Vail WALLS WHICH ARE REMAINING, THE WALLS SHALL BE REPAIRED TO MATCH ORIGINAL CONDITIONS. Valley 8. WHERE EXISTING PIPING TO BE REMOVED PASSES THROUGH FLOORS, THEY SHALL Medical BE CUT BACK TO WITHIN CONCRETE AND FILLED WITH GROUT M ACHIEVE A SMOOTH AND EVEN FINISH WITH CONCRETE SURFACE. Center. KEY NOTES \% REMOVE AND CAP PIPES SERVING FAN COIL UNIT, PROVIDE BALL VALVES 181 W. Meadow Drive ABOVE CEILING. Vail, Colorado O RECONNECT N CT TO BOXES AT RELOCATED,EW LOCATION. SEE NEW PIPING PLAN FOR 81657 CONTINUATION. SHC-MRI Remodel Sh���-Cr�far�na�t Sheet Title: PARTIAL 1ST FLOOR HVAC PIPING PLANS PERMIT SET 2 JUNE 2008 THIS WORK SHOWN AS EXISTING CONDITIONS WAS TAKEN FROM OWNER FURNISHED Sheet Number: } DRAWINGS. CATOR, RUMA & ASSOCIATES, CO. IS NOT RESPONSIBLE FOR THE ACCURACY OF ANY INFORMATION WHICH WAS PROVIDED WITH THE OWNER FURNISHED DRAWINGS. FURTHERMORE, CATOR, RUMA & ASSOCIATES, CO. IS NOT RESPONSIBLE FOR THE ADEQUACY, CAPACITIES, SAFETY AND CONFORMANCE TO CURRENT PREVAILING Cator, Ruma & Assoc. FILENAME:P: VVMC 2008-015 MRI REMODEL CAD MECH P-HPI.DWG _ M3.01 PLOT.• 07/11/2008 0 8:21am REV: 06/02/2008 CAD: Mjohnson XREF: hvl.dwg bgl.dwg xbg-grid.dw xbgl-lfpl.dwg tb.dwg hpl.dwg CODES OF ANY WO DPA Project: 08901.00.000 SHOWN EXISTING. COPYRIGHT 2008-DAVIS PARTNERSHIP.P.C. ■ ■ oo ■ MEN , S II �_ _-� Imo— _.- ENRON i I f� ff-W t�it\ � % I I f! ' I I r Ii Ld ! - J ::i f i j a fi. I i j.S`� I {s -- 1! I�I ! ;,�r �l II I ! `` 1 L `�� f! i >I - _ DAVIS i3 - mot_`.,i Y I I i. � !I �I I j �!...rC�J t..(Fi` , ! \ �--- i I ',II �- ,��i .r/ j I i I -� t..: -...,.� { I , 1 I i —_ _ } ILL II t' 5 ?I ..../.., J \, ` 'J 1 ' } :f , ! , 1 \•, vr-- -_ A N E R SHIP P RT I i �. ✓' I f ',!,� c :I i I i s-f I 1 I? I I '� i ARCHITECTS II !- - I 11 I ! ; =--- ! ;f _-,',I! --'-- - -- 2301 Blake Street Suite 100 _� --- -----! - --.-_ ...- ---, f --- -` —' — - ( n.3 Denver __._... _ .._ . _.-. i ... env CO 80205 0 . 61.8555 ! '---__ 7 r— -- D I I - erC 338 1 f n,-, I - = j !( a 0225 Main Street, Unit C101 4� 1,3048 - ! w Vail Edwards, CO 81632 970.926.8960 i fl I ;- " l , r : -�- f-- ; �: ;: ; ;, s`\ 14 --._ ......._.__ ``' --- 1 3/8 RS AND , j/ 1 y -, II t. , __. 1 � _..-- � CaTQR, Rt.zN1A 8 !�SSOCI<aTE.-. Co. ... � .. _. _..._. ...-.I� I ,, (� I !I { . ; ; I �, 5/8 RL UP i ..` I i SEE PARTIAL 3RD FLOOR I I m . _. LrRs _.-...,. .._ PLAN OR CONTINUATION NSIIC771�f IM1T�CnANf('ALLCL('CRiC.4t C'�ICIN' i' �� i N F CON I s96raoorsbeet.Cakewooa,c0 80401-47eD .�,` f ® I ®®®� ®�®® i 303232-6200 s Fax 303/233-3701 ! ,3/8 RSI AND I j 'i '--- r. '` '! ::reaIranmtma ccm■avnvrmm,ma.rcm 6/80 RL f r I I ! - ! I ! ,,«:!` I i I zr.;• /.• I; .,; 1, SEE PARTIAL ROOF PAC ! PLAN FOR i CONTINUATION i I , I !i ! tai 1 I I _- 2 1/2 CWS/R UP i E � _ - I ' r~—_ --� 1 . . SEE--P-ARTIAL-ROOF � , 4 ! � — ;--- ; - -- -+: i �,., SEE PARTIAL 3RD FLOOR \ !; , ,,.., .. j ---- - --- ! PLAN FOR CONTINUATION = `-' I C - CONTINUA7ION ,�: 4at ' U _ ! PLAN FOR I 1 � FLOOR PLAN ® •� a �. -�,"'� ? % �,.j l Olt: !I+Y �` .. ' I — `` \ SEE 1ST FL i • 1 1 'I.1:- I { , I i' j c !-' /��. '`\. ! !`�i 1 !u j �_ ...-_-_-. ._ I: r__ ( ---, ... -- -� _ 3 A • -- CONTINUATION I I , :, i J 1 'i� 1 _ � FOR CONTINU' N �, ——� — ,F 1: ------ : i r 1 ---- ---- — .— —.. —_ IAJW� r . j I 1' . _— _— - - ---- _-- y+_ .JUL ' , �. -------- --------._.:._ I i � , �- : ; '1 , :: ,. l ,I �4 ---_..-.�. , i i -l.: :I 'I(t t. I•I I I�i! !i��` �, r jt: ;: i : : `-. -.....T...._, I:Ii_�d n ; ! I I I i !��„'.`°-- - _ - ! I !I I I 1 ;I t • • i'eA 1 ! 1 f X11 — \ \ ,,: ,� • i l i I I .! 'i f - 1 i f - I' -- r- i ! �\ y I _ _ Imo--"" y i , ..:.� !1 -;'ter I I I I t� -mil r�i I �\, II; _ _ .,�. I :..:-;� :;i tr !� F�tr-; x,®s f f `' !? I I v i� _. ! -..__ y-,-..:- a N � j �\ :� �` f �! Y iAf�-1 f•t�u } ' O C�! c - `+l I I . j .4 Y v —I I I! I II , a ? --ice! _ ___—_7� :l: / t. ` rr 1 1 ........... ..............., , ( : , : .�!f :: a U l.a I i:�., v t_ ...._ I '.,! is _ t L_ \ .. f .:r�r.; i : �—, :1 � _,...,. 1 j I l� ` ( 1' I ,Y)I ;_......_-.. _ __ :n:�;i r -- - - �I ! !I li ! ;!i iI { I :�' !, _ '!r •_7 I • I,I-i- -_ _-__I ! _ .__--..___ ? - ..� ____.__ .i -..-. _.I s ------I i ,i r .'. -� ! iJ�l„ - ''\ I J LLp ...�._..._ � ! I I I __ II` i ! ! I� 1 --_.:. f I ;ORI� r�� \ I cr"2 j i>1 a I i I I �. 1 ..! . . . RECOVERY i 1 ;; , I + ... - I — — i! , ' I a t : f " __-- L=J,! !, Iii •C::1 I I� 1 I 1 1 __:.. �_ __ -_ � *_..:— ] ( I ' .. ... s, ........ .... i , ? !: i I E r ) ! C), C l I -Ca .I''-:1 r t C1 j r"€ •�r>fi 'rt Nm-m .: ! � ISSUe/ReYlsl©r►��IQatG'�, PARTIAL 3RD FLOOR HVAC PIPING PLAN PARTIAL 2ND FLOOR HVAC PIPING PLAN ADD NO. 1 7-9-08 � b SCALE: 1/8"=1'—O" SCALE: 1/8"=1'-0" PrateCt �nfiormatlan I I , i ! : , ? I ------ - ------- -- —...---- .—_ _ ..._. ......... - - - _ _ . -___ _ ! ! j I I I , I I ; i I ! I ! 1 I ! I i ! 1 j MRI CHILLER CU 1 SUPPLIED BY R-1 j SIEMENS, INSTALLED BY CONTRACTOR Vail I i ; Valley { 1 3/8■ RS AND ! I Medical w 5/8• RL DOWN, I SEE PARTIAL THIRD I ` FLOOR PLAN FOR ! Center I r--_'-------'---____-__—-- 2 1/2•CWS/R DOWN � ! SEE PARTIAL THIRD I FLOOR PLAN FOR ! I CONTINUATION ! I 181 W. Meadow Drive Vail, Colorado 81657 i I j � i I I 1 --- I SHC-MRI Remodel I jI ! i j , t �i��t �nfarm�al� I Sheet Title: �..._.._._. PARTIAL 2ND, 3RD AND ROOF HVAC 1 PIPING PLANS I; _W I PERMIT SET 2 JUNE 2008 THIS WORK SHOWN AS EXISTING CONDITIONS Sheet Number: PARTIAL ROOF HVAC PIPING PLAN WAS TAKEN FROM OWNER FURNISHED DRAWINGS. CATOR, RUMA & ASSOCIATES, SCALE: 1/8"=l'-O" CO. IS NOT RESPONSIBLE FOR THE ACCURACY OF ANY INFORMATION WHICH WAS PROVIDED WITH THE OWNER FURNISHED DRAWINGS. FURTHERMORE, CATOR, RUMA & ■ ASSOCIATES, CO. IS NOT RESPONSIBLE FOR 30 THE ADEQUACY, CAPACITIES, SAFETY AND Cator, Ruma & Assoc. FILENAME.P.\VMC\2008-. 015 MRI REMODEL\CAD\MECH\P-HP2.DWG _ M3.02 PLOT. 07/11/2008 ® 8.09a m REV. 06/02/2008 CAD. Mlohnson t b.dw g hp2.dwg bg2.dwg bg3.dwg hp3.dwg hvr.dwg b r.dw g xb r-A1-r Ldw g CONFORMANCE TO CURRENT PREVAILING DPA Project: 08901.00.000 CODES OF ANY WORK SHOWN AS EXISTING. COPYRIGHT 200S-DAVIS PARTNERSHIP.P.C. ■ DAVIS PARTNERSHIP ARCHITECTS Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 0225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960 CNTOR, RumA 6 .ASSOCIATES, CO. CONSULTING MECHANICAL/ELECTRICAL EVGINEERS 1988 Tabo•Street■Lakewood,CO 80401-4700 ,C31232-6200.Fax 3031233.3701 - .cra�gcatorlurna-com.wvnv.catorrurna.00m (I k ! L � p r ,- I - - - - - _ FIRE PROTECTION NOTES - - - - - - - - - - -i !j - =_ - - - - - - - - - -- -�- � ! ,~ ■ Z -- -- -_-- r'! i 1 i _ 1. FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY FOR i , ;r F ! ': THE INSTALLATION OF COMPLETE AND PROPERLY FUNCTIONING FIRE -- ;± PROTECTION TEM. dam '®®CRS WALL SYSTEM. e j I CLEANOUT '! �: jl!I;! ; ! I ;F f ! 1 ! i I ! T 2. ALL FIRE PROTECTION SYSTEMS INSTALLED SHALL BE IN ACCORDANCE WITH 1/4 WASTE RISER I• _ . _ ..- I _- ._�, _��_� NFPA-13 14 20 ETC. AND LOCAL BUILDING CODES AND ORDINANCES. i 3 1 2 i _ !! ^! - �. .-_.._1 i — v -.- - .._— i 1 _.. -_ __ :s V ---- f? l -_- -1 L _ _ ___-.- -------_ -Y;--;v--- -_ - L -- J J� ( - 1' J ! (, _ > 3. FIRE PROTECTION CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL NEW a . .: ' ' - ..-... - ...-:,:_ ------ ! i ' i 217,�J I ------- __._. _...... --- _-._..... - - _.. r; , : ---- - - ---- _ : .� _._..---------_ FIRE PROTECTION PIPING WITH ALL OTHER TRADES PRIOR TO SUBMITTAL OF a 1 ®� 4 n os -- BALANCE, AT I , ! ! ; - .__...h ( ! - I ,- SHOP DRAWINGS AND SYSTEM INSTALLATION, SO AS NOT TO INTERFERE WITH r 0.1 GPM THE ROUTING OF NEW DUCTWORK, PLUMBING PIPING, ETC. 1 } -- WC-, ! 1 1" 3/4"^ o aru's ,--' -- - ! _.____._._.._..._-_..._i { _.-- LA 1 Y2 ^ 4. PROVIDE ALL FITTINGS, RISER NIPPLES, ARM-OVERS, HANGERS, ETC. TO 4" - ---r ----- ! -- i '- 1 MAINTAIN CONFORMANCE WITH APPLICABLE STANDARDS AND TO POSITION THE I I ' -- I I SPRINKLER HEADS IN THE PROPER LOCATIONS- c ,<, ;,^ 3/4" �-2" L 3 ( I _ -�Q-�] t-VAt� u VAC n ND CEILINGS Y w.y. W «. w ., y v ;nLLx...t I n -� Y4 r 1 --- _ _..---.....-_ -- _.-----� .-1._�._____.. -.___.__....--- 5. SEAL ALL PIPE PENETRATIONS THROUGH FlRE RATED WALLS A . 1 �. I I( Fl E I QUIRE . I , , __ "( WITH APPROVED R PROOF MATER ALS AS RE D EWC-1 I rL --� 4` L 3 I .: I / III ! y2 ® EWC-1 L 6. FOR REMODEL AREAS NEW SPRINKLER HEADS SHALL MATCH EXISTING �! IUD. IL_■I I MSB-1 ■ ( c� (! I lY2 RINKLERS ! I I SP { 1/2" O 32" n 1 1� i i y- u ! 4 I ! I o ! ! ! 7. PROVIDE FIELD COORDINATION OF PIPING AND SPRINKLER HEAD INSTALLATIONS I,! / L-. �3 ' 4 WITH EXISTING DUCTWORK, LIGHTS, SMOKE DETECTORS, DIFFUSERS, ETC. n -__ 1 1/2" 3 4 I - 2 i 1 ! F Cr_. !I I h'" i t -.._ „ n n " VTR■ ` ■ I C $ ! 1 _ WC ,__� I I E_ ! 8. THIS CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING 1 l _ 2' _. 2 T- "�'ti=-=-- ���°— -'-" ■ ,--�"; ( r� E , i ii� �� !! '; o I r- --- - - j CONDITIONS.PRIOR TO PURCHASE OF ANY MATERIALS AND THE , - _• I CN ,CN I C I i I n r -- L -- I,I! __ I _----- - _ ; ! COMMENCEMENT OF ANY WORK. CONTRACTOR SHALL NOTIFY THE ARCHITECT ! ! ;t-- ------ ------; i_C ' OF ANY DISCREPANCIES FOR RESOLUTION. 11 ME 1 1 ----- - j. L. - =;- 1= - - -� ... n I :.+ i .�I I i 3/4 r I --- - - ---- --- - 9. ALL PIPE AND ACCESSORIES BELOW RF SHIELDING IN MRI ROOM SHALL BE ! f !`` I t-2 1 2" I .- .-, ......_...-....... ..._.. ...--.. I( ¢ NON-FERROUS. - j I AREA OF WORK ! 1/2"-r-t I 3 I n '' � I'4 1' '' ! ! ,,' •,�.,, ! , { �""--..._. L_ / ----------------L—____ -----1'---__—__—_—_ PL MBIN NOTES: r.... n n -- -- -- _ ---- --- --- I'i CONNECT TO E = C ?.7 Yi n _ - - W BELOW. O 1 1y2 i -- ----- ----- 1. CONTRACTOR SHALL NOT SHUT-OFF/PUT OUT OF SERVICE ANY �I; !I CONTRACTOR n - f ------------_.___ 1; I - Yz !! I S 2 SYSTEMS/SERVICES WITHOUT FIRST COORDINATING WITH OWNER. J I _ SHALL REWORK[ 1/z a I ; ! ; _ _ „� ,; CLs may/ O " 01 .....—._--.---._ 0 __ —_ ,!:...._..,_ .-...-I O n I 1 i 02 _} ,! ! Re-flv �#L+i .'DC�t�:R� F`I VAC f ! ;...ar1. - y/ fi 2. 1 (E) 4 j ; I " 02 I BELOW TO 02 CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING ••� ^-� -�' 2 ! {-I: . ;t ai,1,lc ! VAC ^: CONDITIONS PRIOR TO COMMENCEMENT OF ANY WORK AND SHALL NOTIFY THE 2 1/2 ' - -- --- - - ! .1�! 'I I ! ��'I 11-`''- i l o PO NITS. 0 i I n „_i i i ! , ARCHITECT/ENGINEER OF ANY DISCREPANCIES FOR RESOLUTIONS. ADD N0. 1 7-9-OS 1� -- , ;T ��,! I I o oh 'xr� 1 ^= '- I _ 3. THIS CONTRACTOR SHALL COORDINATE LOCATIONS OF PIPING WITH OTHER pp n �^ ! .,. ! / I T c!. I } I------------------_-....._. __ TRADES AND ADVISE ARCHITECT/ENGINEER OF ANY POSSIBLE CONFLICTS. 2 1; 1 2n I ` ! ! ! ;; J! I n t- _ -- --- -I- .- - -_� ! _ - nv---� N VERIFY EXACT LOCATIONS, ELEVATIONS AND DIMENSIONS OF STRUCTURAL -- 3 ;,T�s= 1. . ! ! I I �__ ..- . ..-.:..- . ..! - i o MEMBERS AND OPENINGS. 1 I f CONNECT TO (E) 2- ..........-. L-1 4" W BELOW. 1 i -- I (I I = I { ° 4. SEE PLUMBING FIXTURE SCHEDULE FOR PIPE SIZING TO INDIVIDUAL PLUMBING o -. ( l t III` »2 - ■ ■ ■ ■ GENERAL ELECTRICAL LEGEND SYSTEMS LEGEND LUMINAIRE SCHEDULE (Not all symbols listed below are used on these drawings) (Not all symbols listed below are used on these drawings) TYPE DESCRIPTION LAMPS VOLT AMPS MANUFACTURER CATALOG NO. VOLTAGE FINISH MOUNTING RECESS •■ SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIP11ON D4 4"INCANDECENT DOWNLIGHT 1-60W A19 PORTFOLIO 3009WH ■ . ■ 60 LITHONIA 120 HAZE RECESS 5.5" ■ . UG"NG © TELEPHONE TERMINAL CABINET 99 COMBINATION CLOCK/SPEAKER OUTLET 6"NON-FERROUS OPEN DOWNLIGHT,WIDE BEAM,RATED 1-100W A19 COOPER HEALTHCARE HD6MRI-6751 H HAZE RECESSED FLUORESCENT LUMINAIRE LAY-IN RECESS MOUNTED WALL LUMINAIRE TELEPHONE TERMINAL BACKBOARD S PAGING SYSTEM SPEAKER 'M' INDICATES MUSIC SYSTEM ONLY DMRI FOR DC OPERATION,SELF FLANGED,HAZE 100 120 RECESSED 9 9/16" Now ® � � �r OM ■ . ■■ RECESSED FLUORESCENT LUMINAIRE, FLANGED UK PORCELAIN KEYLESS LAMPHOLDER, BRYANT/5228 W/IOOW A19 TELEPHONE OUTLET W=WALL, P=PAY V VOLUME CONTROL 6"COMPACT FLUORESCENT WALLWASH,HAZE CLEAR ALZAK 1-32W TRIPLE 4P PORTFOLIO C6042-64111-H-EDR32- . ■ ® PC I.F. LAMP. PC INDICATES PULLCHAIN ® O DWF6 REFLECTOR,WHITE TRIM RING 37 GOTHAM 277 HAZE RECESS 9 1/2" ® SURFACE OR PENDANT MOUNTED LUMINAIRE D Q TRACK LIGHTING ® TELEPHONE OUTLET FLOOR MOUNTED OM MICROPHONE STATION SURFACE OR PENDANT MOUNTED STRIP OR INDUSTRIAL LUMINAIRE EMERGENCY LIGHTING UNIT ® TELEPHONE/POWER POLE I INTERCOM STATION 2'X2'2-LAMP RECESSED DIRECT/INDIRECT WITH 2-60W T10 HEALTHCARE LIGHTING HPT322-MRI-120-60W T10 O TP MRI22 PERFORATED CENTER BASKET 120 120 WHITE RECESSED 6" a SHADING INDICATES EM SYSTEM, LOWER CASE SUBSCRIPT INDICATES EXIT LIGHT D ARROWS AS INDICATED, FACES INDICATED BY SHADING DATA OUTLET T❑ DOOR CONTACT DAVIS A SNATCHING, UPPER CASE SUBSCRIPT INDICATES LUMINAIRE TYPE TYP) ® 2'X2'2-LAMP RECESSED DIRECT/INDIRECT WITH 2-40W BX40- METALUX 2RDI-217RP-277-ER82 O SURFACE MOUNTED CEILING LUMINAIRE O-E] POLE MOUNTED LUMINAIRE ® DATA OUTLET, FLOOR MOUNTED CR CARD READER RG2221 PERFORATED CENTER BASKET 3500K 75 LITHONIA 277 WHITE RECESSED 6" PA^� � ' EXTERIOR BOLLARD LUMINAIRE ON SITE PLAN K N S FO MOTION DETECTOR 82CRI SURFACE MOUNTED WALL LUMINAIRE 04 SPOT LIGHT ® COMBINATION TELEPHONE/DATA OUTLET MD IR US IR=INFRARED, US=ULTRASONIC, IR S=COMBINATION 2'X4'RECESSED FLUORESCENT LUMINAIRE WITH LENSED 3-F32T8 METALUX 2GC-232A125-277-E681 TG2431 ACRYLIC DIFFUSER 3500K 100 LITHONIA 277 WHITE RECESSED 3-11/16" ARCHITECTS ® RECESS MOUNTED CEILING LUMINAIRE ® DARKROOM SAFE LIGHT(TWO COMPARTMENT SHOWN) ® COMBINATION TEUTHONE/DATA OUTLET, FLOOR MOUNTED �4 SECURITY CAMERA 82CRI ®+ RECESS MOUNTED CEILING LUMINAIRE-DIRECTIONAL ® UNDERCOUNTER LIGHTING BELL ES ELECTRIC DOOR STRIKE 2'FLUORESCENT UNDERCABINET,OPAQUE FRONT,CLEAR 1-F17W T8 METALUX OFCL-117-120-ER81 UC2 PRISMATIC LENS WITH ELECTRONIC BALLAST 3500K 17 ALKCO 120 WHITE UNDERCAB POWER CHIME SCP SECURITY CONTROL PANEL 82CRI Denver I Den Blake Street, Suite 861 9"SHETLD SHAPED DECORATIVE WALL SCONCE,ALUMINUM 1-13W CF SHAPER 661-9-CFL/1/13-277-NA NATURAL Denver, CO 80205 303.861.8555 e- SINGLE RECEPTACLE ® MOTOR STARTER BUZZER ML MAGNETIC DOOR LOCK WSF1 MOUNTING PLATE W/MATTE WHITE ACRYLIC DIFFUSER 35W 18 277 ALUMINUM WALL 82cRl Vail 0225 Main Street, Unit C101 DUPLEX RECEPTACLE 1—PM—i PLUG-MOLD (MULTI-OULET ASSEMBLY) (� TELEVISION OUTLET GB GLASS BREAK DETECTOR 9"SHIELD SHAPED DECORATIVE WALL SCONCE,ALUMINUM 1-60W T10 SHAPER 661-9-INC/1/60-120-NA NATURAL Edwards, CO 81632 970.926.8960 WSMRI MOUNTING W/MATTE WHITE ACRYLIC DIFFUSER, 60 120 ALUMINUM WALL GFI DUPLEX RECEPTACLE, GROUND FAULT PROTECTION F-wM--I WIREMOLD (SURFACE RACEWAY) o- CLOCK OUTLET KP KEYPAD INCANDESCENT,MRI COMPLIANT 1 IG �q�- UNIVERSAL MOUNT LED EXIT LIGHT,SINGLE FACE,WHITE SURELITE LPX-60-GWH '� � �� DUPLEX RECEPTACLE, ISOLATED GROUND �� CONNECTION TO PREWIRED EQUIPMENT YC BEACON B=BLUE, R-RED y � Xi FACE,GREEN LETTERS LEDs INCLUDED 4 LITHONIA 277 WHITE UNIVERSAL - ( DOUBLE DUPLEX RECEPTACLE FLEXIBLE WIRING CABLE \ �.�I UtL Rt.�,�'1a Fr ASSUCl.�1'l S, Co. TT UNIVERSAL MOUNT LED EXIT LIGHT,DOUBLE FACE,WHITE, SURELITE LPX-60-GWH roiwytn,TING MEC1-rANIC.Ar.�cTRICAL ENGINEERS DUPLEX RECEPTACLE, HALF SWITCHED CONDUIT,CONCEALED GREEN LETTERS _ � X2 LEDs INCLUDED 4 LITHONIA 277 WHITE UNIVERSAL FIRE ALARM SYSTEM LEGEND DUPLEX RECEPTACLE, CEILING MOUNTED —.- — CONDUIT, EXPOSED :fie Tabor street.l ake.aaa.C0-3701 a7� GENERAL NOTES aosr2a2-s2on.Faxsosr233•a7o1 :oraQaatorruma.coiu.wvrw.catornumaaom (Not all symbols listed below are used on these drawings) ® DUPLEX RECEPTACLE, FLOOR MOUNTED ---- CONDUIT, UNDERGROUND OR CONCEALED IN FLOOR 1.CATALOG NUMBER REFERS TO FIRST NAME LISTED UNDER MANUFACTURER 3.ALL LENSES LISTED AS.125"MINIMUM SHALL BE 9.1 oz/sq ft. SYMBOL DESCRIPTION SYMBOL DESCRIPTION PER LUMINAIRE TYPE.REMAINING MANUFACTURERS LISTED ARE CONSIDERED 4.PROVIDE QUANTITY OF BALLASTS FOR INDIVIDUAL LUMINAIRES AS REQUIRED TO ACCOMMODATE DOUBLE DUPLEX RECEPTACLE, FLOOR MOUNTED CONDUIT TURNING DOWN EQUIVALENT PRODUCTS FOR THIS PROJECT AND SHALL MEET ALL CRITERIA SWITCHING ARRANGEMENTS AS SHOWN ON THE DRAWINGS.' Ep FACP FIRE ALARM CONTROL PANEL RDU REMOTE DISPLAY UNIT LISTED INCLUDING THAT CALLED FOR BY THE SPECIFIC LUMINAIRE CATALOG 6.ALL FLUORESCENT BALLAST SHALL BE PROGRAMMED RAPID START. I@ SPECIAL RECEPTACLE —O CONDUIT TURNING UP NUMBER.CATALOG NUMBERS DO NOT NECESSARILY REPRESENT COMPLETE ANN FIRE ALARM ANNUNCIATOR PANEL ASSD AIR SAMPLING SMOKE DETECTOR CATALOG NUMBERS.ALL ITEMS LISTED IN THE DESCRIPTION SHALL BE PROVIDED. ® SPECIAL RECEPTACLE, FLOOR MOUNTED � CONDUIT CAPPED y®yylltlt9iiliitBt//i® T THERMOSTAT —�'® BRANCH CIRCUIT HOME RUN, NUMBER OF ARROWS INDICATES GZM GRAPHIC ZONE MAP �� AIR SAMPLING POINT 2.ALL LIGHTING REQUIRING A BALLAST SHALL BE PROVIDED WITH AN ELECTRONIC `®®®®� R QAC9®a��G' O A-1,3,5 NUMBER OF CIRCUITS, SUBSCRIPT INDICATES PANEL do CIRCUITS HIGH POWER FACTOR BALLAST WITH LESS THAN 10/o THD. K` 0 FIRE ALARM SYSTEM DEVICE(ANY TYPE) QF REMOTE INDICATOR LIGHT �®� "�\N B° ®s. OJ JUNCTION BOX, WALL OR CEILING MOUNTED �� GROUND BAR Rl / QF M MANUAL PULL STATION FQ FR FAN SHUT DOWN RELAY J❑ JUNCTION BOX, FLOOR MOUNTED ® ELECTRICAL.PANELBOARD, CONTROL PANEL OR OTHER CABINET AS NOTED 0 34256 m ❑F FIRE ALARM DETECTOR 1=IONIZATION, PE=PHOTOELECTRIC FD DOOR HOLDER, MAGNETIC IPE �H MECHANICAL EQUIPMENT SCHEDULE ® �®�,IUL FLEXIBLE WIRING DISTRIBUTION BOX ® MAIN SWITCHBOARD/DISTRIBUTION CENTER s THERMAL DETECTOR TF=FIXED TEMPERATURE, `�lJ SPRINKLER FLOW FIRE ALARM Q TF(T) TR=FIXED TEMPERATURE & RATE OF RISE (TEMP. RATING) G i T®s o ®` ® MOTOR TRANSFORMER �UV/IR FLAME DETECTOR UV--ULTRAVIOLET, IR=INFRARED �TS SPRINKLER TAMPER SWITCH KEY ITEM MOTORS FLA WATTS LD(VA) VLLTS I PH SETS SIZE DER "C BREAKER ION DISC.SW. FUSE DISC.SW.NIT FUSE NOTE ®4®/%//I//®�eo®���(jN�\e�!® Z DISCONNECT SNATCH (NON-FUSED) CT CURRENT TRANSFORMER CABINET r7!/1, �'4l yyy° CU-R-1 CONDENSOR UNIT(ON ROOF) 2,1 1,746 480 3 1 3 # 12 ,1 # 12 G 3/4 15 A 3 P 30 A 3 P 3 /, yy® DUCT SMOKE DETECTOR S--SUPPLY, R=RETURN FQ SPRINKLER FLOW SWITCH /!lriI1LILWWYy �F -I DISCONNECT SWITCH (FUSED) � UTILITY METER s/R b FS CHILLER MRI CHILLER 27.0 22,447 480 3 1 3 # 4 .1 # 8 G 1 1/4" 70 A 3 P 100 A 3 P 70 FIRE ALARM VOICE EVACUATION SPEAKER FC-1-1 FAN COIL UNIT 15.0 12,471 480 3 1 3 # 10 ,1 # 10 G 3/4 25 A 3 P 30 A 3 P 20 ZJ F❑ �- BEAM TYPE SMOKE DETECTOR - TRANSMITTER Q STEAM G ISTEAM GENERATOR 12000 12,000 480 3 1 3 # 12 ,1 # 12 G 3/4 20 A 3 P 30 A 3 P 17.5 T b FIRE INDICATES ALARM VOIICE EVACUATION SPEAKER (W/STROBE) COMBINATION STARIER/bISCONNECT GANN GENERATOR ANNUNCIATOR PANEL y.� QR BEAM TYPE SMOKE DETECTOR - RECEIVER �.� 'b' INDICATES RISER CIRCUIT DESIGNATION SWITCHING ❑F � FIRE ALARM STROBE ❑ 1N F� TELEPHONE JACK F=FIREMAN'S, W=WARDEN'S. SO SINGE POLE SWITCH (SUBSCRIPT DENOTES SWITCHING) qV LOW VOLTAGE SWITCH FIRE ALARM HORN ❑MM FIRE ALARM MONITOR MODULE TWO POLE SNATi;FI SVS VARIABLE SPEED SWITCH ocl C FIRE ALARM CHIME F0 CM FIRE ALARM CONTROL MODULE THREE-WAY SNATCH EXPLOSION PROOF SWITCH SEP 1-1.I FIRE ALARM DEVICE H/S=HORN/STROBE COMBINATION, EOLR END OF LINE RESISTOR S FOUR-WAY SWITCH Sr THERMAL OVERLOAD SWATCH IJ�H/s S/S=SPEAKER/STROBE COMBINATION. C/S-CHIME STROBE COMBINATION 4 O DUCT SMOKE DETECTOR REMOTE INDICATOR LIGHT INDICATES A FIRE ALARM DEVICE CONTROLLING KEY OPERATED SWITCH SM C MOMENTARY CONTACT SNATCH FLIRTS AND REMOTE TEST STATION FSD A FIRE/SMOKE DAMPER MANUAL SWITCH. HORSEPOWER RATED l�s COMBINATION SWITCH AND DUPLEX RECEPTACLE SO DIMMER SWITCH © PHOTOCELL CONTROL ONE-LINE DIAGRAM LEG E N D S SWITCH WITH PILOT LIGHT PUSHBUTTON (Not all symbols listed below are used on these drawings) SPI (PILOT LIGHT IS 'ON' WHEN SWITCH IS 'ON') C SWITCH WITH PILOT LIGHT LOCATOR SYMBOL DESCRIPTION SYMBOL DESCRIPTION �'P (CONTINUOUSLY LIGHTED HANDLE) TC I TIME CLOCK �- DISCONNECT SWITCH � PANELBOARD °A' ® I OCCUPANCY SENSOR �-�- DISCONNECT SWITCH, FUSED F PM I EM=ENERGY METER, PM=POWER METER. cM=CIRCUIT MONITOR REFERENCE. SYMBOLS -��- CIRCUIT BREAKER Vs VOLTMETER TEST SWITCH �1 DETAIL NOTE REFERENCE Q EXISTING To REMAIN -[�- FUSE AS AMMETER TEST SWITCH KITCHEN EQUIPMENT REFERENCE EXISTING TO BE REMOVED R te qI� GROUND VOLTMETER UH MECHANICAL EQUIPMENT REFERENCE RL EXISTING TO BE RELOCATED' ® � STEP DOWN TRANSFORMER, /#INDICATES KVA AO AMMETER EXISTING TO REMAIN - REPLACE DEVICE TK K-RATED STEP DOWN TRANSFORMER SEE TRANSFORMER SCHEDULE FOR FEEDER SIZE ADD N0. 1 7-9-08 1 ABBREVIATIONS ® ft INDICATES KVA, ,#INDICATES K RATING - - CURRENT TRANSFORMER SEE MECHANICAL EQUIPMENT SCHEDULE MEC A AMPERES MCP MOTOR CIRCUIT PROTECTOR FOR BREAKER/FEEDER SIZE ABOVE COUNTER, MOUNT HORIZONTALLY TO CENTERUNE POTENTIAL TRANSFORMER xx.xx SEE FEEDER SCHEDULE FOR FEEDER SIZE SEE MECHANICAL EQUIPMENT SCHEDULE AC OF DEVICE,+B" ABOVE COUNTER OR BACK SPLASH MEC r- �'- SERVICE ENTRANCE TRANSFORMER GO ENGINE GENERATOR AFF ABOVE FINISHED FLOOR MIN MINIMUM I-'�'r�� AFG ABOVE FINISHED GRADE MO MAIN LUGS ONLY ICJ UTILITY METER —�I— CONTACTOR/RELAY/CAPACITOR (AS NOTED) L [_] EQUIPMENT ENCLOSURE 7>1 TRANSFER SWITCH - ATS=AUTOMATIC, MTS=MANUAL ANN ANNUNCIATOR - MTS MANUAL TRANSFER SWITCH SERVICE WEATHERHEAD GFI GROUND FAULT INIERUPTER ARF ABOVE RAISED BOOR NC NORMALLY CLOSED X ISCA— SHORT CIRCUIT CURRENT AVAILABLE TVSS TRANSIENT VOLTAGE SURGE SUPPRESSER ASSD AIR SAMPLING SMOKE DETECTION NIC NOT IN CONTRACT... ATS AUTOMATIC TRANSFER SWITCH NL NIGHT LIGHT Oa KIRK KEY INTERLOCK, SUBSCRIPT INDICATES INTERLOCKED GROUP ST SHUNT TRIP OE a ELECTRICAL INTERLOCK, SUBSCRIPT INDICATES INTERLOCKED GROUP >> TERMINATIONS L.B=LOAD BREAK, NLB=NO LOAD BREAK - BFG BELOW FINISHED GRADE NO NORMALLY OPEN OM C CONDUIT NTS NOT TO SCALE MECHANICAL INTERLOCK -<< >>- DRAW-OUT DEVICE EO ELECTRICALLY OPERATED >) PLUG-IN DEVICE CAN CABLE TELEVISION pC oN CENTER CB CIRCUIT BREAKER OFCI OWNER FURNISHED. CONTRACTOR INSTALLED CCTV CLOSED CIRCUIT TELEVISION OFOI OWNER FURNISHED, OWNER INSTALLED NURSE CALL LEGEND EXISTING ON SITE WORK FORCE (Not all symbols listed below are used on these drawings) (E) OSWF Pre It1CCt7TatfalT EM EMERGENCY PB PULL Box SYMBOL DESCRIPTION SYMBOL DESCRIPTION :.� .. L _21�_a.Mv M=w EMDC EMERGENCY MAIN DISTRIBUTION CENTER SB STAND-BY Ol -1- SINGLE PATIENT STATION PEI EO {- EMERGENCY STATION PC=PULL CORD, PB=PUSHBUTTON EP EXPLOSION PROOF SDC SUB-DISTRIBUTION CENTER DOUBLE PATIENT STATION �S-i DOME LIGHT, WALL MOUNTED EPO EMERGENCY POWER OFF TP TAMPER PROOF OS -� STAFF STATION DOME LIGHT, (FILING MOUNTED EVO EMERGENCY VEN71LATION ON/OFF TVSS TRANSIENT VOLTAGE SURGE SUPPRESSER OD + DUTY STATION CO-L ELAPSE TIME CLOCK EWC ELECTRIC WATER COOLER TYP TYPICAL OM -R MASTER STATION I�-I- TIME CLOCK REMOTE CONTROL FA FIRE ALARM OF UNDER FLOOR ae CODE BLUE STATION POs -I- PRESENCE STATION UG G GROUND UNDER GROUND NCAP NURSE CALL ANNUNCIATOR PANEL NCPP NURSE CALL POWER PANEL GCP GENERATOR CONTROL PANEL UON UNLESS OTHERWISE NOTED GA GROUND FAULT INTERRUPTING UPS UNINTERRUPTABLE POWER SUPPLY HOA HAND OFF AUTOMATIC V VOLTS IG ISOLATED GROUND VFD VARIABLE FREQUENCY DRIVE MAX MAXIMUM W/ WITH MAIN CIRCUIT BREAKER W p WITHOUT MCB / MCC MOTOR CONTROL CENTER WEATHER PROOF MDC MAIN DISTRIBUTION CENTER XFMR TRANSFORMER Vail l Valley I Medical Center TYPICAL 9'-0" CEILING OR HIGHER TOP RI I I (C� C S K_ IT] Fm D ? TOP II II II TYPICAL 8'-0" CEILING = RI I I I I I 4 G s 6 T o MD 1 181 W. Meadow Drive II , II II BOTTOM OF DEVICE H/s s/s M v —_—i T I I I I I I Vail, Colorado o TOP OF CABINET I ( I I I I 81657 II II II N I I I I NOTE: ALL DEVICES INDICATED TO BE 4 SQ. o= TOP OF CABINET INSTALLED AT DIFFERENT MOUNTING 0 COMBO BOX W FAC =CONTROL PANELS I I I I I I HEIGHTS AND LOCATED WITHIN ONE TOP OF CABINET I I ( ( STUD SPACE FROM EACH OTHER SHALL +�.J 0 ANN TQ Tc � ZAM I zi ( ( ALIGN VERTICALLY, ON THE SAME SIDE SHC-MRI Remodel OF THE STUD. WHERE WALL MOUNTED z w i z s o e s E P WP I TELEPHONES OCCUR OVER LIGHT T T(F T(p TPB(PP TPTPC D SWITCHES, VOLUME CONTROLS, ETC. II I1 OFFSET ONE STUD SPACE. 3 ❑° [Elm 0 CR I� o 01 II II II � m LLJ M II II II o®ode ® �' p95' � z z `O z z z z z z I ► ) ( ► �y j O O Ix O O O O O 9 o o W 6 'o � o � i I i T I I Sheet Title: . . . . _ . co 4- rl I I I I ELECTRICAL LEGENDS e 00N FINISHED FLOOR SCHEDULES SINGLE GANG PLASTER RING Willi GROUND SCREW AND PIGTAIL TO 0 fj, DETAILS MATCH DRYWALL THICKNESS "� TYPICAL DEVICE .MOUNTING HEIGHTS NO SCALE NOTES: 1. HEIGHTS SHOWN ARE TYPICAL TO CENTERLINE OF BOX UNLESS NOTED OTHERWISE. WHERE EVER DEVICES ARE INDICATED TO BE ABOVE DOORS DEVICE SHALL BE CENTERED BETWEEN TOP OF PERMIT ET 2 NE 2 2. S JUNE 008 DOOR TRIM AND CEILING LINE. RECEPTACLE BOX SUPPORT DETAIL, Sheet Number: NO SCALE 3. MOUNTING HEIGHTS SHOWN ON ARCHITECTURAL ELEVATIONS SHALL GOVERN OVER THOSE SHOWN ABOVE. 09-14-06 - 16143.1 16135.3 . 3 27 07 ■ DPA Project: 08901.00.000 . 1 - - am REV. 07 09 2008 CAD. eor Tel XREF. tb.dw Ruma & Assoc. FILENAME.P. VVMC 2008 015 MRI REMODEL CAD ELEC P ELSD.DWG E101 PLOT. 07 11 2008 ® 8 02 Cator, � � � � � - / / � � 9 9 9 . - COPYRIGHT 2008-DAVIS PARTNERSHIP.P.C. ■ a. ■ DIVISION 16-ELECTRICAL 3. SUSPENDED LUMINAIRES SHALL HANG EVEN REGARDLESS OF UNEVEN OR SLOPED SECTION 16010 -BASIC ELECTRICAL REQUIREMENTS CEILINGS. ■■ . ■A. ALL WORK SHALL BE EXECUTED IN ACCORDANCE WITH LOCAL AND STATE CODES,AND LATEST 4. EXIT SIGNS SHALL BE CONNECTED TO THE UNSWITCHED LEG OF THE EMERGENCY EDITIONS OF UBC,NEC,NFPA AND ADA. LIGHTING CIRCUIT. ■ . ■ B. CONTRACTOR SHALL PAY FOR ALL FEES. ■ , C. CONTRACTOR SHALL PREPARE COMPLETE ASEBUILT DRAWINGS INDICATING ALL ADDENDUMS, C. BALLASTS AND ACCESSORIES - CHANGE ORDERS,MAJOR CONDUIT ROUTING,FIELD CHANGES,ETC. 1. FLUORESCENT BALLASTS SHALL BE PROGRAMMABLE RAPID START ELECTRONIC,CBM ■ . ■ D. CONTRACTOR SHALL PREPARE THREE 3 SETS OF MAINTENANCE MANUALS,INCLUDING ALL CERTIFIED, HIGH POWER FACTOR ENERGY SAVING AND PROTECTED IN ACCORDANCE WITH O ■ WARRANTY INFORMATION,AND SHALL INSTRUCT OWNER ON OPERATION OF ELECTRICAL THE NEC. SYSTEMS. 2. BALLASTS SHALL BE INTERNALLY MOUNTED UNLESS NOTED OTHERWISE. NUNN D. LAMPS SECTION 16110 C RACEWAYS 1. INCANDESCENT LAMPS SHALL BE OF THE 130V,INSIDE FROST TYPE UNLESS OTHERWISE A. GENERAL NOTED. 1. RIGID,INTERMEDIATE METAL AND FLEXIBLE METAL CONDUIT SHALL BE GALVANIZED STEEL. 2. FLUORESCENT LAMPS SHALL BE 82 CRI OR HIGHER,3500K TEMPERATURE UNLESS 2. ELECTRICAL METALLIC TUBING SHALL BE ELECTROCGALVANIZED STEEL,%INCH MINIMUM. OTHERWISE NOTED. DAVIS 3. LIQUIDTIGHT FLEXIBLE METALLIC TUBING SHALL BE GALVANIZED STEEL WITH POLYVINYL 3. LUMINAIRES SHALL BE PROVIDED WITH NEW LAMPS PRIOR TO FINAL ACCEPTANCE. JACKET BONDED ONTO EXTERIOR. SECTION 16535-EMERGENCY LIGHTING 4. NONCMETALLIC CONDUIT SHALL BE SCHEDULE 40 PVC RIGID PLASTIC. A. EXIT LIGHTS SHALL BE LED SELF-CONTAINED WITH WHITE LETTERS ON A GREEN PARTNERSHIP 5. ALUMINUM CONDUIT,AC AND MC TYPE CABLE WILL NOT BE ALLOWED. BACKGROUND. 6. SURFACE RACEWAYS SHALL BE WIREMOLD OR EQUIVALENT. ARCHITECTS 7. WIREWAYS SHALL BE OF THE HINGED TYPE WITH ALL PARTS FACTORY FABRICATED. SECTION 16721 C FIRE ALARM AND DETECTION SYSTEM 8. CONDUITS SHALL BE SIZED ACCORDING TO THE NEC BASED ON USE OF COPPER A. EXISTING FIRE ALARM SYSTEM IS SIMPLEX 41000: CONDUCTORS. B. PROVIDE NEW FIRE ALARM DEIVICES TO MATCH EXISTING. 9. CONDUITS SHALL BE CONCEALED IN BUILDING CONSTRUCTION EXCEPT WHERE EXPOSED C. FIRE ALARM EQUIPMENT SHALL BE OF THE SAME MANUFACTURER INSOFAR AS POSSIBLE,UL Denver 2301 Blake Street, Suite 100 RUNS ARE INDICATED. APPROVED,ELECTRICALLY SUPERVISED,NONE CODED,ZONED AND BE A CLASS"A"FIRE (Denver, CO 80205 303.861.8555 10.EMERGENCY CIRCUITS SHALL BE RUN IN SEPARATE RACEWAY SYSTEM. ALARM SYSTEM. 11.ELECTRICAL METALLIC TUBING(EMT)FITTINGS:STEEL COMPRESSION FITTINGS FOR D. INSTALL AND CONNECT EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S Vail 0225 Main Street, Unit C101 RAINTIGHT AND CONCRETE TIGHT APPLICATIONS. STEEL SET-SCREW FOR ALL OTHER RECOMMENDATIONS. I Edwards, CO 81632 970.926.8960 CONNECTIONS. BUSHINGS SHALL BE THREADED AND HAVE NYLON INSULATED THROAT OR E. FINAL CONNECTIONS TO BE MADE UNDER THE SUPERVISION OF THE MANUFACTURER'S FIELD NYLON BUSHING. REPRESENTATIVE. 12.LIQUID-TIGHT AND METAL FLEXIBLE CONDUIT FITTINGS:MALLEABLE IRON OR STEEL WITH F. SYSTEM SHALL BE TESTED UNDER THE SUPERVISION OF THE OWNER'S REPRESENTATIVE, GE�IIISiEllt_ NYLON INSULATED THROAT ON NYLON BUSHING. ENGINEER AND THE LOCAL FIRE PREVENTION AGENCY. SECTION 16120 C WIRES AND CABLE G. PROVIDE RE-PROGRAMMINGOF SYSTEM AS REQUIRED TO ACCOMMODATE NEW DEVICES. CATOR, RuMA &AssoCIATES, CO. H. REVISE EXISTING ANNUNCIATOR(S)AND GRAPHIC SONE MAP(S)TO REFLECT PROJECT FIRE A. CONDUCTORS SHALL BE NEW AND UNUSED COPPER,SINGLE CONDUCTOR TYPE. coxsucTtnc�sE(xsNlcavet>crnrcaL Evcn: xs ALARM AND ARCHITECTURAL MODIFICATIONS: B. NUMBER 10 AWG WIRE AND SMALLER SHALL BE SOLID. 1. REPLACE EXISTING SMOKE DETECTORS WITH THERMAL DETECTORS DURING CONSTRUCTION 806Tabo*Street.Lakewood,CC 8041-4700 C. NUMBER 8 AWG WIRE AND LARGER SHALL BE STRANDED. 3CM32.6 00 a Fax 303r233-3731 D. GROUNDING CONDUCTORS SHALL BE COPPER IN ALL CASES. WITHIN AREAS OF WORK, craLcato uma.com.www.catorcumaoum E. BRANCH CIRCUIT AND FEEDER WIRING SHALL BE COLOR CODED IN ACCORDANCE WITH THE SECTION 16740-VOICE,DATA,CABLE TV SYSTEMS NEC. A. GENERAL F. GROUND CONDUCTOR PROVIDED FOR ALL CIRCUITS. 1. CABLING FOR VOICE,DATA,AND CABLE TV ARE TO BE PROVIDE BY OWNER'S VENDOR. SECTION 16135 C CABINETS,BOXES,&FITTINGS CONTRACTOR SHALL COORDINATE REQUIREMENT WITH VENDOR. A. CONTRACTOR SHALL PROVIDE CODE GAUGE SHEET METAL PULL&JUNCTION BOXES 2• CONTRACTOR SHALL PROVIDE A COMPLETE BACKBOX AND CONDUIT SYSTEM,INCLUDING COMPLETE WITH ACCESSORIES SIZED PER THE NEC. CONDUIT,RACEWAYS AND OUTLETS BOXES FOR THE LOW VOLTAGE SYSTEMS. 3. RACEWAYS SHALL BE RIGID CONDUIT OR EMT. B. PULL&JUNCTION BOXES SHALL BE C. PULL&JUNCTION BOXES AND CABINETS TFFOR EMERGENCY SYSTEMS SHALL BE PAINTED RED. 4. PROVIDE J-HOOK SUPPORTS 4 FT ON CENTER ABOVE ACCESSIBLE CEILING FOR LOW \®`r``�®d Q®®00G' !!d°rr®f,® D. OUTLET BOXES SHALL BE ZINC OR CADMIUMCPLATED CODE GAUGE PRESSED STEEL AND OF VOLTAGE CABLING. \ THE KNOCKCOUT TYPE. END OF DIVISION 16 E. ROUND BOXES WILL NOT BE PERMITTED EXCEPT WHERE SPECIFIED. c F. WEATHERPROOF OUTLET BOXES SHALL BE CAST ALUMINUM WITH THREADED HUBS AND Q 56 SCREW MOUNTED GASKETED COVERS. ° ° G. OUTLET BOXES SHALL BE INSTALLED SECURELY AND PLUMB WITH BUILDING LINES IN o�®,�°0Ut 1 1 200$®®w�•° H. OUTLET BOXES SHALL H E SUPPORTED INDEPENDENTLY OF THE CONDUIT SYSTEM. ®®sciS�0000®0000°°° I. BACK TO BACK OUTLETS SHALL NOT BE PERMITTED. `r®zVz'/'/O/VAL J. TELEPHONE OUTLETS SHALL BE MOUNTED AT SAME HEIGHT AS ADJACENT RECEPTACLE ®/®/t9P3ltltlllllt®``�® OUTLETS. SECTION 16142-ELECTRICAL CONNECTIONS FOR EQUIPMENT A. MOTORS 1/2 HP OR SMALLER SHALL BE RATED 115V,SINGLE PHASE UNLESS NOTED OTHERWISE. _. B. MOTORS LARGER THAN 1/2 HP SHALL BE RATED AS INDICATED ON PLANS. ` C. PROVIDE MAGNETIC MOTOR STARTERS FOR ALL THREE PHASE MOTORS AND MOTORS INTERLOCKED WITH EXTERNAL DEVICES. D. PROVIDE MANUAL MOTOR STARTERS FOR SINGLE PHASE MOTORS WHERE INTERLOCKED WITH EXTERNAL DEVICES. E. MANUAL STARTERS SHALL HAVE THERMAL OVERLOAD PROTECTION AND PILOT LIGHT. F. LOCALLY MOUNTED STARTERS SHALL BE EQUIPPED WITH ENCLOSURES DEFINED BY NEMA STANDARDS. SECTION 16143 C WIRING DEVICES A. WALL SWITCHES 1: WIRING DEVICES SHALL BE 20 AMP RATED,HOSPITAL GRADE,AND OF SAME MANUFACTURER INSOFAR AS POSSIBLE. 2. 120/277V WALL SWITCHES SHALL BE QUIET 20 AMP RATED,SLOWCMAKE,SLOWCBREAK WITH TOGGLE HANDLE,AND TOTALLY ENCLOSED. 3. TWOCPOLE,THREECWAY, FOURCWAY,PILOT LIGHT AND KEY OPERATED SWITCHES SHALL BE OF SAME CONSTRUCTION. 4. SWITCH COLOR SHALL BE WHITE UNLESS SPECIFIED OTHERWISE. 5. EMERGENCY CIRCUIT SWITCHES SHALL BE RED AND INSTALLED SEPARATE FROM NORMAL POWER SWITCHES. 6. MANUAL STARTERS SHALL BE FLUSH MOUNTING TYPE WITH STAINLESS STEEL PLATES. 7. MOUNTING HEIGHT SHALL BE 42 INCHES UNLESS SPECIFIED OTHERWISE. B. RECEPTACLES 1. DEVICES SHALL BE 20 AMP RATED, HOSPITAL GRADE IN PATIENT CARE AREAS AS DEFINED ;Issue/Reui E $ tP . IN NEC 517-3,INCLUDING PATIENT EXAM,SLEEPING,PROCEDURE,DIAGNOSTIC,AND TREATMENT ROOMS. ALSO PROVIDE HOSPITAL GRADE IN CORRIDORS. CONTRACTOR MAY PROVIDE SPECIFICATION GRADE ELSEWHERE. DEVICES SHALL BE OF THE SAME MANUFACTURER INSOFAR AS POSSIBLE AND BE OF THE GROUNDING TYPE. ADD N0. 1 7-9-OS 2. DEVICE COLOR SHALL BE WHITE UNLESS SPECIFIED OTHERWISE. 3. EMERGENCY CIRCUIT DEVICES SHALL BE RED. 4. OVER COUNTER DEVICES SHALL BE MOUNTED VERTICALLY. C. PLATE COVERS 1. MATERIALS SHALL BE AS FOLLOWS: a) SMOOTH METAL: STAINLESS STEEL. b) CAST METAL: DIE CAST,RIBBED,FLASH REMOVED,PRIMED GREY PRIMER. c) GASKETS: RESILIENT RUBBER OR CLOSED CELL FOAM URETHANE. d) WEATHERPROOF: IN-USE,CAST METAL,GASKETED. SECTION 16190 C SUPPORTING DEVICES A. HANGERS,SUPPORTS AND STRAPS SHALL BE CORROSION RESISTANT OR GALVANIZED STEEL. B. SINGLE CONDUIT RUNS SHALL BE SUPPORTED BY GALVANIZED CONDUIT STRAPS OR RING BOLT TYPE HANGERS: C. MULTIPLE CONDUIT RUNS SHALL BE SUPPORTED BY TRAPEZE TYPE GALVANIZED STEEL CHANNELS WITH ROD HANGERS. D. ANCHORING METHODS AS FOLLOWS: 1. HOLLOW MASONRY:TOGGLE BOLTS OR SPIDER TYPE EXPANSION ANCHORS. 2. SOLID MASONRY:LEAD EXPANSION ANCHORS OR PRESET INSERTS. 3. METAL SURFACES:MACHINE SCREWS,BOLTS OR WELDED STUDS. 4. WOOD SURFACES:WOOD SCREWS AND/OR NAILS. 5. CONCRETE SURFACES:LEAD EXPANSION OR SELFCDRILLING ANCHORS. E. RACEWAYS SHALL BE SUPPORTED EVERY 10 FEET AND WITHIN 36 INCHES OF EACH OUTLET, ELL,FITTING,PANEL,ETC. F. CONDUIT SHALL NOT BE SUPPORTED OR ATTACHED FROM CEILING SUPPORT WIRES. G. RACEWAYS OR EQUIPMENT SHALL NOT BE SUSPENDED FROM PIPING OR DUCTWORK. SECTION 16195-ELECTRICAL IDENTIFICATION 1 Prd ect lrifrmat � . A. IDENTIFY SYSTEM RACEWAYS WITH PAINTED COUPLINGS:PROVIDE PAINTED COUPLINGS FOR ALL CONCEALED RACEWAYS. INSTALL PAINTED COUPLINGS AT ALL CONDUIT CONNECTING COUPLINGS INCLUDING END COUPLINGS AT STUB OUTS. REVIEW FOLLOWING COLORS WITH OWNER;PROVIDE COLORS PER OWNERS DIRECTION: NORMAL POWER: BLACK LIFE SAFETY POWER: YELLOW CRITICAL: OSHA PURPLE EQUIPMENT BRANCH OR STANDBY SYSTEM RACEWAYS(WHEN SEPARATE BRANCHES ARE NOT REQUIRED):OSHA ORANGE UPS: BROWN FIRE ALARM: OSHA RED BMS/TEMPERATURE CONTROL: DARK BLUE MEDIUM VOLTAGE: ORANGE LABELS GROUND: SAFETY GREEN DATA AND TELEPHONE SYSTEM: LIGHT BLUE SECURITY: WHITE PAGING AND SOUND: GREY NURSE CALL SYSTEM: PINK B. COLORED ADHESIVE MARKING TAPE SHALL BE PROVIDED FOR ALL RACEWAYS,WIRES,AND CABLES. (COLOR TO BE DETERMINED BY ENGINEER IN FIELD). C. VINYL OR VINYLCCLOTH,SELFEADHESIVE,WRAPAROUND,CABLE/CONDUCTOR MARKERS SHALL BE PROVIDED FOR WIRE/CABLE DESIGNATION. D. ENGRAVING STOCK MELAMINE PLASTIC LAMINATE,WITH ENGRAVED LEGEND IN WHITE LETTERS ON BLACK FACE AND PUNCHED FOR MECHANICAL FASTENERS SHALL BE PROVIDED FOR PANELBOARDS,SWITCHBOARDS,DISCONNECTS,ETC. E. FUNGUSCINERT,SELFCEXTINGUISHING,ONECPIECE,SELFCLOCKING NYLON CABLE TIES, SUITABLE FOR A TEMPERATURE RANGE FROM MINUS 50 DEGREES F TO 350 DEGREES F SHALL BE PROVIDED WHERE CABLES ARE BUNDLED. PROVIDE TIES IN SPECIFIED COLORS WHEN USED FOR COLOR CODING. Vail SECTION 16452 C GROUNDING A. GROUNDING CONDUCTORS SHALL BE COPPER IN ALL CASES. Valley B. GROUNDING BUSES SHALL BE COPPER IN ALL CASES.. GROUND THE SECONDARY ELECTRICAL SYSTEM AND COMMUNICATION SYSTEM IN I ACCORDANCE WITH THE NEC: SECTION 16475-OVERCURRENT PROTECTIVE DEVICES Medical A. CIRCUIT BREAKERS SHALL BE OF THE SAME MANUFACTURER AS PANELBOARD;THERMAL MAGNETIC,QUICKCMAKE,QUICKCBREAK,TRIP FREE,TRIP INDICATING,BOLTCIN TYPE AND RATED FOR THE AVAILABLE FAULT CURRENT. Center B. WHERE NOT A PART OF A PRE-FABRICATED PANELBOARD,CIRCUIT BREAKERS SHALL BE INSTALLED IN A NEMA 1 OR NEMA 3R ENCLOSURE AS REQUIRED. C. DISCONNECTING SWITCHES SHALL BE NEMA STANDARD TYPE"HD"100 PERCENT DUTY RATED IN NEMA 1 ENCLOSURES WITH QUICKCMAKE,QUICKCBREAK OPERATING MECHANISMS. PROVIDE FACILITIES FOR PADLOCKING IN"OFF"POSITION. 181 V V. Meadow Drive D. NEMA 3R ENCLOSURES SHALL BE USED IN EXTERIOR OR WET LOCATIONS. E. SWITCHES SHALL BE OF THE SAME OR LARGER AMPERE RATING AS THE CIRCUIT PROTECTIVE Vail, Colorado DEVICE. 81 657 F. FUSES SHALL BE OF SAME MANUFACTURER. SECTION 16515-LIGHTING A. LUMINAIRES SHALL HAVE MANUFACTURERS STANDARD FINISH UNLESS OTHERWISE NOTED. B. LUMINAIRES 1. FLUORESCENT LUMINAIRES SHALL BE CONNECTED WITH FLEXIBLE METAL CONDUIT IN ACCORDANCE WITH THE NEC. J 2. LUMINAIRES SHALL BE INSTALLED IN ACCORDANCE WITH THE NEC AND MANUFACTURER'S S H C-M RI Remodel RECOMMENDATIONS. 5ft�.,- �r Sheet Title: ELECTRICAL SPECIFICATIONS PERMIT SET 2 JUNE 2008 Sheet Number: 1 m. 02 • - - .0 a V. 07/09/2008 CAD. eor iel XREF. tb.dw DPA Project: 08901.00.000. Cator, Ruma & Assoc. FILENAME.P. VVMC 2008 015 MRI REMODEL CAD ELEC P ESPEC.DWG _ E102 PLOT.. 07 11 2008 ® 8 2 m RE COPYRIGHT 2008-DAVIS PARTNERSHIP.P.C. -____ _____ - I I I I I I I Z I I z I . . q . I L 1_ . . 7 1 1 i - . I \ I \ 0 i H i . . m I j ___'.-1-.1,-.-,-.__1_____.1.. . - I - 1 2 1..................0-,-.--�.-,��..--,.�.,�-,�..--..--.--,..�-.-..--.-,-.-----.,-..�.11 ------ I IN I ________ L I ' � I I a I i - - __71 _ - I I �HE-!7_7 ___1 I PG2432... -9 i � I N l I PG2432 PG2432 t N I \ �"' , I I -\ )\� I I DF6 _\ 8020 11 I I � I I li i ... I'D 0 1 1 1 I i �' I � i -_ '�' I I . I �� I I ii DF6 < __� 1�1"'\' I I i WF � 0 - " I . 1 9 1 WF1 1 0 " I . __�_� . 1 1 1 r � I . . - I I .......�............I .......�...� -...I.......... I N0000 . 1, '.' � ��(') � "�" -.101 I - "I I '� I l � � i H1,A-13,15, � I � I AL A ! - I 17+1i I - � -0 1 L IE T . , ,A-13,11,1 I I I - 1 H11 i I L IE'I I "I I I I I --- ------ I � � I I - i - - '� i I -0 , . I l 1 1 I I I I i . -A �-ii-'-- - M 0 " I I � . I ! - " . . � I I ,...'. 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Df6 ( ) ' 1� OEM ' . =_ I i : I 1-1 I 11 I I I DF6 L(::)f 13-� .-----����.-�--�.��-���.�..�-... _ I _______------------- ---� ___J � I i . TO REMAIN ARE DENOTED LIGHTLY. � I _� I C � ............._ ___._............I........"..�,�...----.-..--...,-�..,.,.,.I------....�...I...........�.........-.....-I........�.......�...............I.....I—,...................�.................�....�............�......�....... ...--l- I -:1. I DF6 . . I ___ � I I I T t - / DF6 - -n- (7!:� ______._____ � I I ....�.........I.......I 0 1 .__....�.......�'.... . 1.11.1.1--.11-111--.1...111 I 10 � I L� ___7_ 1 - .... ppaigi . � I � ___--------- - . . .1-----I- . � I I I I N : I I .........1111.......I.. 11...I......I........ : . i I- . - i _W 0 i � I i 1 2. PROTECT STRUCTURE AND OWNER EQUIPMENT FROM DAMAGE. IMMEDIATELY REPLACE so I I � _'1__1__I_1_ ....-�--- .-----.-------..-..-..-..---...-�----�...... �_______.___.I I 0 0 C d I i ! N [- _..1 - __ � OR REPAIR, TO ORIGINAL CONDITION, DAMAGE CAUSED BY THE CONTRACTOR WHETHER 0 ' _'___ i . i . � : 1 ---,.------ / I I I . . 'I I . a - _- I I � ; - - I I ! I _.______ � -�- I I I . S TO BE CURRENTLY IN USE OR NOT, UNLESS WRITTEN i II I I I I I PTH- I i 1--,-,C-(-- p-1 '( M I....... R E L i0' I I i � ,I__ EH1L- .1 AUTHORIZATION FROM THE OWNER INDICATED OTHERWISE PREPARE LISTING OF ALL I i V71\1 � I � I I . . 11 IIA- I I . : : I I I - I _1 ISS Lz - I I J /§�S / IS10 . i V) RG2221 � EXISTING DAMAGED ITEMS AND SUBMIT TO OWNER PRIOR TO BEGINNING WORK. i I I f , ---_____!�.... .._ -_ ---,-.- ------ -gig% i 1! 11 i CORRIDOR I I J 0" 02 -I--- �D) nI---2-1-...1--- �:i___ ___._�.._.__1---_.___---i---I....'___'____ .11 ___1_.___._ . ....- i : I I I, I 1! � . ___-__-_-__-- 11F 11 i------ - - - - - - - - - - - - - - - I- ____ i - ----, ---I �� �-.'___1_ _�" --- i I., x _�:�i 1 1 I[ p I 3 I i I IN - t I I I I I i - i . � " _____ - - - '1107" i I T-/ ____T_ . �___ 1 . . 0 RIP-I D Q R 1- I J __ i 3. INSTALL CONDUIT CONCEALED IN FINISHED AREAS UNLESS OTHERMSE NOTED. PAINT I I I i r � . I .1 I - - - I [':� I , I ,---"__ . ----------J .; - i I DAVIS - i I . -,po 1% ' Fk_34A�F, [)Uf--, % I . PG2231 1 � I I I . I - PG22,31 I . ! I q i I FW6__1_ 9- I ___ -�' UIVWV i __ "'**� I 1% EH1L-13 . PG2231 P62.31 T i ---'.'-, I-luzZI)i I � i .' i � � EXPOSED CONDUIT TO MATCH EXISTING FINISHES WTHIN THE SURROUNDING AREA. ---------,-,--- ------_ -1 1� . I I I I I I UI b I i <9> I ...... i I ____�' _1'_11_.'_ - � i �11 \ I ___ �**_� I I /I . I . - 1 4 FIRE SEAL ALL FIRE RATED WALL AND FLOOR PENETRATIONS. REFER TO .. I i IN I I * ! I I 11 �_ � .'!� � J - 1__� 4 ) ARCHITECTURAL DRAWNGS FOR FIRE RATED WALLS. , I . I � -------I----- - t / 4 . i \\-" I \� I � I! 1 / i 1 1 1 0 � I I/ � : i ....... 1 .. _... __�__ WSF1 - 1 C "�on PARTNERSHIP 41 I D(D R I I of.... i - I 11 IDF , . I , I r - - - i \ I \�' I xi - - - i --I-__*1-_ `�<_ ---;t/-- -IF I . -...--- _ ---------I I_Q7 RG I � __'/ I I I I I i f�' i '-T--- \V I I [IL"i . 22Z1 H1A ,� I ''I',''", i 1 T REQUIREMENTS AND LOCATIONS OF MECHANICAL EQUIPMENT WITH ; --..--..-,--. I I . . . i � I . '_�-"' , ' . I I __4�i � . I ___1 i I I 1 , - .- - , i 7_. .- i I i i I - i .__________________________ I 1 X21 z I ._ __.___I ------I'- I __'/ I __EH_1L!r,1 3....__ __.....-.1.....v _-r_�� i i ! ARCHITECTS : I i � I I L 1 I . MECHANICAL DRAWNGS AND MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN AND . . - . � ! i ''_ : . i . � i i ��V__ �i,��,.��.-���..'�.-I.�--����-..-�'. _'______ H .. I I I ! . T__..._.._....................1-1.....1110--- _ i I : , 1� o_ I � 00- aili I � � .-, ------ � momminmm!u monow - - - 1 1 i I . - " I "I 1- � . - . - - - . - - . I'll ` � I I . _ . - . - .01-- I ____ m ---.-.--- 1 -- I I 11`� - IN - , - -_ 1� . . . . - . - . = - - , ii I I 1--77------__..__7 ____1___.._ I I—,....._ I 1......- . .1.-.11 . - . I----___I,�' .. . ___ I ....... .E----- - )6.., � _ . ._...__.._ _= _.::�....."� _._ ___..___..........:.-_____ I...........'._ � -------- -....4 '___............._._'.........I r............................--........., a ----- I -, -_ 2301 Blake Street,Suite 100 . i --- -- . -13 -, % I ' 1 - ----- I I . . ,___ __'_ 1H*A ii ' I ,,-- 11, I., -_-----I's IS, I Lf, r ____ i I! . __ I 11 ! -I__- I � i N--- 1 6. EXISTING INFORMATION SHOWN ON THE DRAWNGS HAS BEEN TAKEN FROM OWNER Denve �'' E:� fE-------------- _.____.4 x_\_._1 " I__ --I-i '--_'L _'_--- . ....... _ ...=.____.'_.'.......=...I.I.: i . : I /� I ___--__-___ i '-I, ...I..."g-M.....I I - ______r_______.._._ Denver, CO 80205 303.861.8555 ______ - . _ I "(n II k ...... ___�- e__...___..1 . � - -tl--______ . FURNISHED DRAWINGS AN TIONS. CATOR, RUMA & I � - - -------- - ---------- - --------- - -------' ' __-, - ----------- ____� I i I i � i . I ; I I i . I � . %11�1� i I , I i IL I � I I --1- -_ - __ -I- / I I i 0 ASSOCIATES IS NOT RESPONSIBLE FOR THE ACCURACY OF ANY INFORMATION OR THE i i , ,I - i I 1 _____ I I I 5..0'-�I I D/OR LIMITED FIELD OBSERVA I � , I � _. __ '�' I I , I . : I LIE 11 " I � i . � I 0 1 1 1 � ------------ -1 I r 5 i I 0 � . 0 --X - D4: , I \�"- 2 L_ Vail 0225 Main Street, U . . I i � i . -1 I I i t i I I r . _ ! RENT PREVAILING CODES OF ANY 0 1 � i i i i i i i i . � L____...._'___'1.15C --- � -) p RG2221 4 K -1 i � I I I T i � . � PG243 IN 1 L . I 24 1 1......_______ I . t I - - I ro I I i I I I PG2432 . i i M I 11______._'___'__'__._ _.I I-X,\-\-\,--��� -_ . � � I / \ I WORK SHOWN AS EXISTING ON THESE DRAWNGS. I I Edwards, CO 81632 970.926.8960 ! I � i . I I � - ..---.] � -----I-------- � --..-- II 2 -_- - I 0 I I T a-_ " _. -t 4 � I I I I I I . r-- I_ I I 1 i i i i 1 1� I I 1 1 E -URF I � . I S , i ! I 1 1 I TG2431 I I ----t--------- -___-_ 9 XRA�IN ' , '1' i I I I 1 7. PROVIDE SEPARATE INSULATED GROUNDING CONDUCTOR IN ALL FEEDER. HOMERUN I I '__**� gggigggffl�mggi L_13,L1E-11_ \ [I '._" AG "I i I I'-1�1..___..'__:..' I 1 1 i i o � I I . I ""'"'" ------�<� I I 02 I ! � � I . " / �:�"---,-I-- -- i I . , _,�'.":.....�_ I 111_� I � AND BRANCH CIRCUITS. I i..... - -77 �, " ' I ; i I I 1 . t '' I I � � I I !I � - . . , - i ' ' e �b ,11st Iti I I I PG2431 1 ' I ' ".1--_71____�" I ; i I I i I I I _F - 'a _._EH1 ,, it� � I I IN 1 IN I ! 11 t IN 92M= I i i � . ' I I . - a i N�._ __ 11�- ___ : 1 i I I I C4 I I ! UC4 i � I I � � ' I I I _ . __...i_.._U.C4....... � 1-7= 5 -_____' I . I � �ff _' H1A-1,1,,, ` I_1 --- , --,--a-* I i __---- - 5 . � I - '- ____Iff_ i I . I _ - i I - ; I . --- � I ! . I I i I i i � i � � I I I I ------- - '�'�__'. I I(-) i i I ?L_% � a a I I i . r", i Va ____ ,�.__..I.-I.- ! i I I A\ i I I I _- � r ... 2 ____ I i i 5 --.-----[ I I I . I I WS14RI . b I i 1RW I i ! i i C.Axoi�, RuMA 6 Assoams, Co. . I i I i i I i . I I I I I � C I a . I (n t -____- -- F i I . I \ DEMOLITION GENEF�AL NOTES: - CTRICAL EN I I i � t VSMRI �� 0_0�,ITROL. i � � , ii i CONSULTING W.CTIANICAIALL , GNEERS I f . 1 1 1 1 5__ ' I _______N � I I i . � 3 f) - -- . I S__�':_ - . C � i I � rr� - . I i � --- / � C i i - 1A I . I . � ___ I I I - __...__._____----....-..---��-.-..-.-.....--..---___.......__ 1 -1'2 I .1E-11 . i 9 .- -____...._ 896 Tao:x SUM.L_01,0.00d,CO 80401-47CO i i I:1 . \0 � I ! . I I I I \ K) � . . =7:�2 ___N ON DEMOLITION PLANS ONLY . I . R.- _,'i-, 3031232-6200.Fax 303J233-3701 I � i 31 . N I q f) - p 0 in in=W.-1 , �,�.. � I i i ----- i ! AR122 AR122 i I � ( " N I i I I I I i I ------ � . J�_ _ , MR122 ___ " - . L..1 N 1 t, 11 - I i . - -_ I --- f_)_Q__.__..___ - ��j I '�[ ,,A! P RCI I I N n M a rA 0 M I M a c1r.M gi AVJ W(1111 n M I M a,r1r.M . I I Ll L- I . k __1 _.___ _ I I 1 I (41 I . I N --I LIFE:311-1 --____ � -------------ri--- I I � . . LlE-11 d I Ll E-1 I I � I I I I I . . i I I c I d I I i � I I . U 7 1 � , ,[ � . . I I I � � i -9 DMRI _ vf)-u 114ppage I UC2 I 1. UNLESS NOTED OTHERWISE, BOLD ITEMS INDICATE EQUIPMENT, DEVICES, ETC. TO BE . . i i i I I I I i i I I DMRI 2 I i I x t " I I I 1 . i t . , I i - � - -- ni ! I REMOVED. ___ __ I I I I I I - i _----t ' ""' Ff i �( i - , . I I p "I i 1%,-/Ia . 0 � T /1 . I i � i I 1 1 1 i ____ / �-0. -.--,.[. � I' ,, I . I 10 �GE i 1 - I � / M . KI LAI . I E � ; I S i i 0 1 I '�_ � . . i I I / I � I I I � i I I . � � i ---;;"�-, � I . Is i i � i I I I - - - I I = � � _.__---------I-- - --- . ..............................�....................�.. - � - -1 � i - : l I I I I 7-7- : I d IN /-----------__ __� . __ ____---�...___.� LIE �1--------------41------i 11 � 2. DEMOLITION DRAWNGS MAY NOT SHOW EVERY ITEM TO BE DEMOLISHED. CONTRACTOR i I I "I I ! i I . i __ . ' 110, i i L1E-11 . . E I LlE-11 ' ! i . � � f UC4 s N I . i i i I I i I I . I I . i i i I - - - I I I I ; 0 1 ! . SHALL VISIT SITE TO DETERMINE AND COORDINATE THE EXACT EXTENT OF DEMOLITION __11�11" � i I I i . I � - � � I � "I- I i i i i i PG2432 I i P(3243� ; i - < a I C]�� 1 1 PG2)�Xc:) I � /_\1 I TO FACILITATE ALL WORK INDICATED BY THE CONTRACT DOCUMENTS PRIOR TO i I I I i I I 1111'�, � I 0 1 1 . I ! ! . I 1 . I � � i � I ELI -1'i,2 2 � a -.-- ' i i . I i I i I I I - I QUOTATION. NO EXTRAS WILL BE ALLOWED FOR WORK REQUIRED TO ACHIEVE THE END . � 3- 11 I I C - . _____ --I '+ � . t rG .r \\\xk%111IIIII11L1;///, I ! I - . . I L__V___ - - . -i- I I " 3 'I 1 F��______ ____S8'____ � - , � i _<R_1 - I RESULT AS INDICATED BY THE CONTRACT DOCUMENTS. REWORK EXISTING TERMINATIONS, � z I I i I __J L__T------ U'4 _.. I I I E -ILI-C-4 - I I ___ '. I - � I I . I -,-__I I i __Jl"_ / Lf- ,\\\,- qu t�c- - -11 - I I 1 k., i - CONNECTIONS, CONDUIT, WRING, ETC. TO ACCEPT NEW WORK. MAINTAIN CIRCUIT "I - �' ;/"� : I I I I I C4 '%� i _���___/ I M i I I � I I a I 1\ � " I I I I 0 J i i . i ! - . ' . 1 . - 1 I-NT 0.0090 '.:��' --in i . i � i ---�� � : I I_-- I I . I i-_ 1 I � . I . a UC4 � _�F I D RECT I I I I � C4 i I.S., I ! I ! i \ � __. -- .- I. G CIRCUITS AND DEVICES TO REMAIN OR BE RELOCATED. PRIOR . I . N I " i I i 1 EXP_�M C -0 i I I I I i i I � TO COMMENCEMENT OF ANY DEMO WORK, CONFIRM EXISTING COND111ONS AND NOTIFY ��\" I � . I I -1-1- - AR122 . --- ___ 19 � 2 1 . . . -),I LIE-11 . � i I I I I - I i i --------- L1 I I , I i --LtE- I -LIE-1111 1 f, d � ENGINEER OF ANY DISCREPANCIES FOR RESOLUTION. . . . � - I __ . I I I � - I I I . I ! d I - . P-N 2� /- I U = 0 I I I '..0 i - D RI DMRI DMRI kd i i . 0) . i = I I I , I I I . - 114 . I . . I . ! M IN I a a! q - )0 . I I � . I I I I I � I I ___1 --- _ I N � i ..;j � q -)- - � ____q a FO I i _____ : 3. ALL ITEMS IDENTIFIED TO BE REMOVED SHALL BE REMOVED IN THEIR ENTIRETY ! . I � � ! I I I . IN a = � I i i i - I � i I i E i 3 - 5 -t-41 . I c1r. . _____.1_1 � I " ) '! I I ' i , 0 ------- .............. - I , . i i i I I i [\ WSMRI I I , -\L' I I i i , INCLUDING ALL WRING AND EXPOSED CONDUIT AND CONDUIT SUPPORTS BACK TO POINT 00 I i ___ _ I lN � . I i C := � T -9 C4 I I , - , �--Z7 1 1 I . _[ Ll E-1 I , I 1 U . __ I . a I . I i , OF ORIGIN OR NEXT DEVICE TO REMAIN. REMOVED ITEMS SHALL BE TURNED OVER TO -, . I I - LlE-11 : I ! LlE-11 \.<>' . - a L_J 1 i i I , S� '-�VUL 11 2ft�'�� I i . I I [ '__...- . . I I I I I � I I ! t _ -1 I ___ - i i . i i � L K i I N I < 11 � I i THE OWNER, UNLESS NOTED OTHERWISE, AND STORED IN THE AREA DESIGNATED BY THE � - i�31 . . i . 0 1 i I 'i WSMRI 11 is _ N ! 1 i i PG2432 I I 1 2 . I --------)---------- 'A 11 \'o-0 4) Z;�_ i I I - . I /X�� � I I -L C4 i \ ..-.I . i i i . __ , i . . I OWNER. REMOVE FROM SITE AND LEGALLY DISPOSE OF ALL ITEMS THE OWNER CHOOSES --// %a --- N I . i 2 . 1� I IN , 11��.'N'I , I _1\1 - I I i I I . , . . i I i ! < �� I \ I ////, /QVAL IeN \" ' � � 2 , i i i I " I IN IN LiE_11 i 1 I / E I . � M. \ , I i i I i - I f i � , r-4 1 i � �x \ I � UC4 I i -_ - I I i ff////, \ I I � 1 0 i I _E_11 I ________ I ! . I I i I I I I I 1 . . . I Li ! I 2 _� . . i__� I11111111110'i . . i . I i I I I..d I i ! I . I � I I � I . . I . � . I I z I I . y I � I I I I I I I . I I I I ! I i C . a I . . i � . I . I � P"N I . I I ) 4. WHERE EXISTING CONDUITS ARE SHOWN TO BE REMOVED AND HAVE BEEN ROUTED IN � � � 5 I t I i . C � . i a / - , . i I i _1 I ! i I f ;��4 RETE CEILINGS, THEY SHALL BE . i � I I i k..O i i I I : - � I I C I l - . i 11 -----'---F i I 0 _J I I T i I I mon T " I I PG243" I � � I t - � i " ! t I - I- If!_ I - ' i I __ I � 11 d � [_ l � I I M 0 CUT BACK FLUSH WTH CONCRETE. FILL WITH GROUT TO ACHIEVE A SMOOTH AND EVEN C4 1 1 & -_ I . \ i I I PG2432 PG2432 __! . 0 N I I I . I . / I __! 11 � I -1 I .. __�___ I � f N i I I . i I � I I FII WI MOVED. � \ . I i I I I III a I I . i I I I . - L L_J 1 1 1 1 1 r� I I I" ' -1 I I I \ i I I , I -------- I .......L....L........................LI_ ......L'L-L'LLL................. i A � I '. - -..-., \ i i I I _� �..............L.......LL.L.......L..........." I...L...*..............L...........L"LL........LL.........L"L' 'L.......L....... I I I �I i I � ------------I-- ----- --L -------�----------------�---�----------. �.__.__......__4_I I I � 11 I......................L----L'L....J................L.......' ___t_____ ___ - ------I----- ' , . . , I I I J I � I i I - , , ------- - I .__i�g I RIMM3,11 I i I - i _____'__i' �' I ���- _- i LL� --------. i :-.----.-------- ---------.-.---.----.- __ 1 I I .. I J -1- i f i i i in i � - i . I - I I � MAINTAINED. PROVIDE NEW CONDUIT AND WIRE FOR NEW INS . I...... i 1\ 1 I - d I ; 5 T 5 i _ I I A � _ � i-I =�r_ "IN I i I � ______i I - _____1 _ �i' . i U-_1 C i i i . I I I 1� I I � � . N.d I I I I 11 - . I 11 I I I = I . I I 1 L�'J N i I I I I I I ,X, I 11 i TG2431 I in , I I I � OF EXISTING INSTALLATIONS. REUSE EXISTING CONDUIT IN PLACE, DO NOT REINSTALL 11 I � i I I I I -""--L( - . I TG2431 I I I - - ,I I . PG2432 . I I / I I _42 I t � . I I i ' _* ROVIDE LABELING PER SPECIFICATIONS FOR REUSED CONDUIT. . I _____ --- - I I I I . I -t-__----�_ .- - ) � ! 1 i - I I I I I. (-"-- H - I i ;a ___ -dC* I I I I L . I .I I i - 11 L I - Ili," UUI+ i I i � I _.." ) "L.......' i I I L U ", &MI11111111111111111111 N l0d F�;.'el 1 Iv", in I '_ , L 0 1 IIIIIIIIIIIIIIIIIII 0 0 1111111111111111111111 I 0 1111111111111111111 I I K�, 1 - " j.......'J - E ,]-1 . I � - -..-....-- 6. RELOCATED EQUIPMENT AND DEVICES ARE TO BE CLEANED OF AH FOREIGN MATERIAL . I . f i . in . I ... _ _ I . i . . i i � . I i � i CL.Ni,'C'AL ,I ESEARCH i 'I 05 in i i REPLACE EQUIPMENT OR DEVICES MICH ARE DEFECTIVE OR DAMAGED DURING i 01 ' i � I _� , I i IN ' �_' I I I "'� i I � I . I i i C4 :)G2432 I - - - I P(3243� ! I L...LLL......' �................L" a DG2432 i I PG243L IN I I IJA . I -� r-, I �' � i I i i . ____l\,__ RELOCATION. i _____..__.. . . I i i <2> !HlA-13 HlA-13 � � - - I I i in . ! � . i I . I i i a . J&_L� I i --- ' IN I I I � I i I l � i 1 7. WHERE EXISTING DEVICES, SWITCHES, MOTOR CONNECTIONS, ETC. ARE TO BE REMOVED . I . I ) � i 1 i � in I i � i / i � I 2 / I I I . FROM WALLS WHICH ARE REMAINING, WALLS SHALL BE PATCHED TO MATCH ORIGINAL ! - I - i ; I _ - i ((- i I : i I , I ' I ' ------:)-F6-- I I � . i I 1 i / . I "I"--- i I � / t /-----,, I ! 1 . - I i ..........L'L'L'L........................I........ "L"L-L.......'L'_"_J....._-''-L....�.....LL11 a I / i 1, . i i � ;I ----.-- - I I _/ I . i � I FINISH. BLANK COVERPLATES OVER EXISTING BOXES ARE NOT ACCEPTABLE, UNLESS I ---I- ----:,I- I . I i rl�' / '\� I I "----"-"--.--'Ll I I ....I -.--.- . - ---I ---- / I I 1 1-------i i � i I I I i . i I I I ------I- . I i -,E---.-- =.___.._4 NOTED OTHERWISE. : ! i � . I � i i...........�.............................L...L.........L""L 1 i I i C/� ------- I I \ I i I ! i i i 1 t � . � . i 'A I I ' I � i � I I � a 1 lifmgigi� I 1, ' 1 1 1 --- N I i IN E I ) I A I i I I Cf) I I a I I 0 ' I I ", . [_ I ()\ I 3 � 3 " I ------- I I I /V 6..O i I I I I IN 11 I ! I .. i i I \" j I ___ I " i I I I z , I I __...................__-------- -_ i t I I __�/ t � - - I i i i I I __', � i i `� i I . I 3 I I I � � I i; i i I I I 1 � I 1 1 1 I I I I i . I I I I i i � � I I I i . I i . . I I - - - I I I . I �� � I I I � I _.__' i I , -..�l.--.--�i----L--...--.----------I- .L__� -� --- 1 1 i I j. 1 � I I - 1 -7 I----------- � - ... .. .___"_______ __ I - i i I . ! I . J 1 )IL......��'�.����'�'Lj ,L"L � I i i I I I i i i I � I i -LL L'LL'L....LL.........LLL................L'i.......L'LLL'L . I STOR�AGE (n I I . _,f,--LL"L...L.......LLLL"- S-' 'IL''-"...L.......L........I...............L...............1.......�........LL.....L..........L" . ...L'L.......L...L............LL..._'"'_......I....L ........L...L""L.......... LIGHTING PLAN NOTES: i -1 U -t - __J_ L --- � I � I ��____ I . .____..._.____ __-_------------- ____1_____ i I . - � i i . . I . i C . ------ I � I - - - I IF i J __ L 0 � ! i . ! I ' -_ I I . i . ; i I . I . �� . . . i I I i i - ___':. �...L..........L I L'LL.......' - ' 'L.....................I . ........�....I... 4 _L........� _ LLL . L'-'-'L-L.......... - . . !I I � .....L....L-L" . �......... . ------LLL . -------- . L............ . ......I..,.... . .........'L . W-.......L ' '�............- ' _ I J'L........ , 'L ' __ 4 ' "_ � .-LI......... � -'-L-L-- I I : .1 ,S�' "I I -------------- -...�---- IN...........- I -- - . I E--- --- . ....L..... � ------L-------L . �--- I ' . ....�---1- � ..._1_ . . t I � I . i i I � i I I I I I , � . . I . 1. REFER TO ARCHITECTURAL ELEVATIONS AND REFLECTED CEILING PLANS FOR EXACT ______... I I -1----- I � 7 ..--.----- L. . ......._I . �......_ . ......... i i 1 . � : L 1 i i i ! i ____ 2 I t I I i I I I I I � i J . ' '! _"� . I I I I I I . . , JL I..._. - .I 1____ . '----'-- I --------.- I _._ � ....I I ..___ . -...11.i...... -------- * I , Nz�I ".. I n I . , , , I � I I 1 I I I* f I � i I __ , __ i 47 I.........ii------- I I I i I ! I i ['i."__��._�___E`11[1� .___.___..__._'_..._.......------.--.-.-.---"-.-.�---�.-"--.-"--"�-.-�.-L,---.----'-"'--- � I.....-.-.--..--_...__.__------ ----- MOUNTING LOCATIONS OF DEVICES AND LUMINAIRES. I i -=� i i � . i ------T- � i J i I I I i . I r�1_1 I � I i I I I i I I I i i .. i PG2432 I I PG2432 i I i f . . I L 11 � . � I 1 1 1 . L I i I i . - I I . . i I i_-- I - - i I . I I I I I . . I H i I I - � _____i__ i i I I i i i i E _____4__ i i I i i . i I I I i i L I i L I i I - I I . . � I i i i I /Z_ 1! i I I i I . . . /, - I 2. COORDINATE WMINAIRE LOCA11ONS WITH MECHANICAL PIPING, DUCTWORK, ETC., TO ' . I i i IN 0 . i i L I . I I I : I � . I i C i i ; . I . . I . I � L i i i . P�3 4, L i LL C � 1 i . L . '432 1 '�"_I . l: AVOID CONFLICTS. SEE SPECIFICATIONS FOR COORDINA11ON REQUIREMENTS. . I TG2231 A E p i RL02432 11 I 0 1 . I t i . IJ411/1 I J I I I I L i __1------- ....... - .... _ - I . I I � . i . I I I _.',_".,_1.11"_L"._.',�.'.'.'.' _' I i i I _� . I -... ...LL _"'W : 1� . ��l I i i . 11 ' /____' J � i i I I _____�' ...... VD-L"' "' --m -"- " - . I /' , 'L _- i I .,-*, , , , ZI L , "'L. ' i / I . L t. I . 1 7 I �'$W 11" L 4,011 ._-'2=MMM96 1 I I I I I , I � I --- ___1 ;-:I ' -e.'.I R' -5 . i I ! I ! -.��_____X�� i i ' \L � , . . H1A . , , I I -----i I I/ I I \ 3. PROVIDE NEW LAMPS IN RELOCATED LUMINAIRES TO MATCH LAMPS IN ADJACENT ",., I IQPPRJ�l ", 0 : - 13 El 0C. i . . _. , ..".1., . . ... A I I '__�1111 � . H1A-! 0 F F ("El T, I C ----i LUMINAIRES. RELOCATED LUMINAIRES SHALL BE THOROUGHLY CLEANED. INCLUDING . 1 2 i I_'i... . � ,--- ----------,- T_-J Il i '� 2 '! i I I .. 11.17 -,--,, \ 2 � " I V----- - ) i . w t . I I . 01� IN <;> 'I -I(L�c" 11 I _��'--11i I a 60 t 1 I / IN I . ii .k)") 'I . I t ! I . \ . . _____ . __ LENSES/REFLECTORS. COORDINATE WITH WMINAIRE MANUFACTURER FOR CLEANING OF I �___=± I I I � i I . . C . I I " __'�� __� \\,---/ . i I I i L.i---, I I I 4__ -_ �___�/ � i TG2231 I I - , . I I I I � i I . i IN . 1 1 1 I I IN . I I I i <:�'1� � PARABOLIC REFLECTORS. ADD NO. I 7-9-OBA I I . i ! I I ! I i i . 2 - - I I 11 PG2432 ..--.. . I I I 11_2�ZIAZ - . I l I ---� - -- I - 1 4- - - . I [--------------- ---- ---1 --I ___1_.__' __'___.....- ___'_"____.___'____.__ I --' I-- I � 1 'LLL . I - - I C i i 'L..............�...�.........--�.....�......................--------......... I I 1 ...L" __� ...LL. . ....L............... ' ---...L'L" ' '---"L................ . ................ . ................'_ . .............L.......... I ...L...�........I....I . .................. . ....L..... I .............I—— I ......�..............L" � ...L.............L...L' . ""'L............... . 4. CIRCUITS MAY 13E COMBINED INTO HOMERUNS OF UP TO SIX (6) CURRENT CARRYING i R GlEl- I I .........�........ ..................t'_7.......'.- \-/ I- : I .....,........ J__1 _'L...............�.................._'_......................�..............L.................................__-______....................L........._''L""------ I...........L _ i " � .1 L.................1'. � . . . . . . - . __ , - , - , - - - - - , _ . -_ . - , -_ . -- I I I � 1 .7 . i '' � 11 ,011 I i I - __ - � , i LlLL�N...........L........ CONDUCTORS, INCLUDING NEUTRALS, UNLESS OTHERWISE INDICATED. ' ....I . .....I......... I .....I... . .1...I...........I...... . "L..................... . .................L"-" . .............L"L.... ....'.....L...LLLLLLLLLLL . LL ......I...11......... . .....I..... I - . I � - - - - - - - - 1, of '_ I i , I IN N I 1 " ! I 0II__ � M _ _ _ � I I t 5. FIELD COORDINATE EXACT LOCATION OF CEILING MOUNTED OCCUPANCY SENSORS PER I ,I I__ .....�.........L-,L"",L,LL..............L...L'L ! I i I L.......L......L.......1...E-------------- I � _.___________ _ ' I I I � I f _� I I r:_:!::1..._11-I.-�...__-.1-1-7.1...._ I I 11=1__=:=-_______ "I'll u_p..p:=__ I.:::_=_a=__.:U.___;;=mEzEnfF_ ------- z�y: _=_ MANUFACTURER'S INSTRUCTIONS. THE LOCATIONS OF THE OCCUPANCY SENSORS ON, THE ! 1. 111.1 .... ....LL .........................L... I � ..... L.. ... ...""L.........................L..........L-1.1....I-— .....L M'011-�iiiiiiiiiiiiiiiiii- -0 1111111111111111111 N 0 --Ik'iiiiiiiiiiiiiiiiii L , .. IqmI-E'IiiiiiiiiiiiiiiiiiI 0 N iiiiiiiiiiiiiiiiiii 0 0 � 0 0 � 0 0 iiiiiiiiiiiiiiiiiiI 0 0 0M --ff-E � 0 0 � N N � 0 0 � 0 0 � 0 0 � 0 0 � N L & \ � 00W�Enmii on � mN �--p 0 0 1111111111111111111111 111111111111111111111 1111111111111111111111111 I 11111111111111111111 0 N � on 11111111111111111111111111 111111111111111111111111111111"' DRAWINGS ARE DIAGRAMMATIC. . 0� \ 11 f'�§'r-\ '� ( \)/1" C \ I/ 1� B C ) ( I " D ) I � '\'�____// \��__'J ��j I \'���/ ��_'/� �'___�'/ FIRE ALARM PLAN NOTES: I PARTIAL FIRST FLOOR LIGHTING DEMOLITION PLAN- . PARTIAL FIRST FLOOR LIGHTING PLAN- 1. LOCATE SMOKE DETE MANUFACTURERS REQUIREMENTS. THE SCALE: 1/4"=l'-O" SCALE: 1/4"=l'-O" LOCATIONS OF SMOKE DETECTORS ON THE DRAWINGS ARE DIAGRAMMATIC ONLY. - I � - . � .11_7 I- ...--all � - I DETECTORS SHALL NOT BE PLACED WITHIN 3'-O* OF ANY CEILING MOUNTED HVAC I �_____ __ I I - I I I I I I - PE I SUPPLY AIR DEVICE. � I � _ "' . � PE 1 " Ii C I I I I - I " I I 1i I . . I I i I ", I 1 1 1 I I I I I 1-1 F� . , I I I - -E I '_�' __'.__'_"'_'_ � I � 01� - I [f]< 1 . i J I : I I I I I -TI �"' I i . I I M �'! I ' Ca-',G 1" . i Il - - 1 � � � ' I [fi< � �'�' ! i i I I i I I........i..... ", Ll I I "'� I I I ! . , ----------- ____ I 1................�f 'L � I i I 1 I i /S ,MAG I ; i . _ _ EVICES SHALL MATCH EXISTING, UNLESS NOTED OTHERWSE. PROVIDE i , I � I I . I I i I I _px I I i i . 'I ( '.' C/S 1 1 i --------- -------r-- i i I I � � � ! "'�' l I r I � I I I I I I I U- "", i I 1 �I I . I � C RE-PROGRAMMING OF SYSTEM AS REQUIRED TO ACCOMMODATE NEW DEVICES. REVISE . . I . I � I I I I . L I I . I I . . I I . . i i I I � ................................... I E I .........._------I........... IN—.............-.........-�-_-- - ___ 11 - L I . I __J__'_____...� I _= - � L 1--i �- i t :E--"-,- -----::== i EXISTING ANNUNCIATOR(S) AND GRAPHIC ZONE MAP(S) TO REFLECT PROJECT FIRE L . 0 1 . I I I I IN I � . N I I I N I �_"�_ i ALARM AND ARCHITECTURAL MODIFICATIONS. UPDATE GRAPHIC ZONE MAPS IN BOTH THE . . I L i ! . I . 1.........C . i I i 1 ...L........� I . 1 . I FIRE COMMAND CENTER AND ON THIS FLOOR AS REQUIRED. SUBMIT TO ENGINEER AND , i I . I I . _117!_-70-1-F-s- / '�, --**----F I I I I 1 1 1 1 . I \ L I . . � f . L I ., I ' . i �' I � I : I I I i , L L I I � I.. ...............] 'V � . I i I BUILDING/FIRE DEPARTMENTS FOR REVIEW PRIOR TO INSTALLATION. . I I " I I I � I i L I _%_1 I I i i I __j___ '�L, � I I e __'SN . . L_ """ 10 i[ i---11F I --------I . i� I I ; . I . I . i I ,-- I ' J . I I I I �" , I i I I I i I , 1 C . ' 01 1-E i i I I I I i !I --------'-"'- --- '-,--' ............ . -L_ I �' I I i I I I 1-__1 �' I i I > __�__ I ______ i-----------------------L---------..._.__...__...L................................-1.1....-I.,----.....'..........I........... t i � I 1 _.-------l�..............1----- 16 i '\� I "'i �' . _ _111 I-, - ...........................................*---------------_------------- 1.11..... I 0 -1.1.1.1--m i � I � . . . . J .4 i r --�- 1 1--,, I . e " I-----------------------,-"- I . I � I - � , . 1 i -1 L i �1 F - . i I ' I" i ! "( �" _____ �_____- i i - I '�' . �'. 11 . I— � Ek� I 11 14 I I � . I . I / L' -"I I / i I 11- i I I i I I . i �__, � I I i i I . I , I FI/12-` I i I :�� . PE I I \Iz__�� I I 1 1 I I I �� i I F KEY NOTES: II I I 1 2 L_' I I i . i I . I I � I N i i --- -I I . i I - _____ I . . I i . � . I I I I! . I I I I 1 , I � mE � Niin � omm� mm � mm ,l I 1�1111111111111111111 0 0 111111111111111111111 ...... 111 � 0 0 on ......___ I I L 0 1111111111111111111111111111111111111 � 0 1 omp I I _____ -1111�-0-2,� 0 0 111111111111111111111111111�I 111111111111111111111 N I iiiiiiiiiiiiiiiiii N N OWN N 0 j 11 I L a,,,,,,,,,,,,,,,,,,, s 0 111111111111111111111 I � I- "P_ 'F�11 I- i I . ' � I L � \ ";�� ' I --- 1...-______ - - t...............4.--.- ' 'I r�n��,n,.".,,,,...r,�.E..17��..,,.,�"7,�,-17 _'K!7�': I i ---T i ; I i ! I - 1 i I i . I i !I 1 1 11 -tl ii I i I LUMINAIRES IN ROOM NOTED TO BE TWO-LEVEL SWITCHED, INSIDE LAMP(S) :11 I I -------I-------------------- L.......................�........_.' I I I I i i � . ----------------'L...LL�-------L.........................�....L----'_�----------------L-------L...�............I...._______'-------------------------------------------......-"-'--'--"........��---L'�-"-�--LL-il,-----,.-��.-���-,. 1 1 i . � � :1:1;� L L 11 ...........�............................................. ___.._'.'..... I t i i I I I I _1=I! -1---------� .......� If] __....____ I <:> _,".- ----------L..........L' 'L___..__11---I--- 11 - I I I . , I i � [E] . I i . I t i � 1 1 f-41L I SNTCHED TOGETHER, OUTSIDE LAMPS SWITCHED TOGETHER. I_kaL��_';�,��4��:L z==r`11L 11= I I PE . i 1--------�--- M -_-____1 inomin%1 I P E i . I i I I - i _-7- ' L I I I . i , L I i . =Emi I . . . I I I 1 <� �:__w I i - - _ I � I I , --- ---� i � I I i : I,--,-- I I I . . I I � �� � . I - i i I ____T_ i t I I ! I I � I I I . ! I I I I 11111111 I - a, , i , z 1 ! J 1� 1 1 I k i i i . i .. ...... - 11 i <�> REMOVE AND REINSTALL EXISTING DEVICES. CIRCUIT AS INDICATED. I - - I I i . I --.---..---...,.-..-.----...--.,........._. i i I i . . I I ,_____1_______ L_ I iC k ' - � . . ! I- - ._.=11 I ___._.1h___.____L....I- ---.---.,-- . I :�), ' .. . . I . - � 1 1 i E"' 111 0[\1 1 i i: 1 : � 1---'! . E I I I �':l a I ! i ! I 1 1917 -'()r\,l � LF) � 11 I I 0 i I I . I ! I I REC i' ll"', I i NJ � I i . .\ --k" 41 <� CONNECT UNDER CABINET LIGHT TO 120V CIRCUIT AT NEAREST RECEPTACLE. � I I i i i i ___1I I i L � I � I I 1: : � i �ff - * I C i I I 11 - � � .........'___TI.__J 1 I . I I ; I I CORRIDOR . I------- I - - _ - - - _..... �.-��.11���l.f-�-[-..-�--��--.-] L'-----"------'-------------.__'...I.,....11... . i 1NO2I . I I � L i - - - - - - - - - - - - - T I _- i I I � i . I I -%% ]� � I I " 02 -- - L I -- - I __J -- I TING DEVICES AS INDICATED. I - N L=-----. : _14- �__ i I I i . 3 . . I i i i___T F_ :�� i � � : I i . ; I <> RECIRCUIT EMS I ; I I I i I . , F -1 i I � i i IN i I a . -0-7 li I I I I I I I I I i i . C()R'_,�'I D 0 R i i I I I Li- - A I i I i i i L E i I -, I I I C . I ; � i i i t � I i I I . i i i i � I a i i I I --I I J 1 I . � - , �""0[-_1 R i D 0 I--', I I I i � I I I .......-------___._J____ i I______J ---!-----.--..-. _.-____ "EDTLO-L], . I i I -- ......i l <� PROVIDE 120V INCANDESCENT DIMMER; LEVITON #MNI06-1LX COLOR BY ARCHITECT. . i I I t � I I n---I---____.._.__.._ ._____ ---__ -I- _- i I I - __ ---------F---- I i I ---i-___-I"----______- 1_71______I____ i I i � i i . 108 I I 3 . I I i i . I I I I L-.1-.2____ J I I I i t I I - - r L . 1 . I I I I I I . 11 I I I .� i I <� PROVIDE 120V INCANDESCENT THREE-WAY DIMMER AND SWITCH - LEVITON I I I -1 11 . I 11 I t t E I . 1 I F * I El I I C(3 R R I D(D R I i . F : 1 #MNI06-1LX AND MNOOR-DOX COLOR BY ARCHITECT � ---------I J I I i I 0 1 L __ 11 PE 'S ,. I i . --------------- i PIE I I I I , . ..------+.--- E I I �- -----J--____ 11 _1__.__1____T_1__ _ ----,--I -_ I T � ___1 ---,- ___i_____- L _'__- ____ �_I i L_-1 . I t ! . . 1 . -_'�)I <8 1 1 i � . � ' ! I I . I - L IN <> PROVIDE WALL MOUNT PASSIVE INFRARED OCCUPANCY SENSOR; WATTSTOPPER I ----I- - [ I 07i_ I I i �__. L I I i I I ! i I i I i s,I�' I I I ____.__ i i I I L __.- 1b�§1------------ _'.___�_.__ I � E ---------I-- I I... i I I AL I I I i L �J I i V I #PW-100-X COLOR BY ARCHITECT. ___......- -_J--.---_4--- I I - I i ! ! I - a i I � � ..........�.......' .___._..___1 I . .. I L I I L � . - ' I - L - j4 L - L � - . - . - . . - - . - . . -] - ... . ..... 11 iumimmommonomemEn q ffl- in , , I i:�' � J I _� "��'� M E f�, . ��=� � - I� . - . - , / r5e�7 11 L - ------ '_------- 1_T_. .�-.��f�----�.4.-.-�..-.4.�.!�.�--��-41���..��. 4..�4.��������.-�,�4.�.��.�������.-�.4,����- - __...... F =in in W-91--wim in W-MR-18-111 0 in � I <g> RELOCATED DEVICE. 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FILENAME:P:\VVMC\2008-015 MRI REMODEL\CAD\ELEC\P-ELECl.DWG - E401 PLOT: 07/11/2008 @ 8:02arn REV. 07/11/2008 CAD: georgiel XREF: clgl.dwg bgl.dwg xbg-grid.dwg xbgl-lfpl.dwg Itgl.dwg tb.dwg fal.dwg . L COPYRIGHT 2008-DAVIS PARTNERSHIP,P.C. I I L I I L I I I 11 - I -1 I -1-1 11 - I I I I I I I I I I I I I I I I -1 I I 11 - - 11 I- - I I 11 - I "I I 11 - I -1 I - -111, - I 1-11 I I I - I I - I I- I - I I I I I I I .. I I I I I I I I 11 I I I I - I 11 - I I - ■ ■ - f own STILL STEAM GENERATOR ■ GENERAL NOTES: POWER & SYSTEM PLAN NOTES: ! 1�; �_ - ► I ; _ KEY NOTES. . ■ LJ 1. NEW WORK INCLUDED IN THE CONTRACT IS DENOTED IN BOLD. EXISTING CONDITIONS 1. MAKE ALL FINAL ELECTRICAL CONNECTIONS TO EQUIPMENT REQUIRING ELECTRICAL 480V SHUNT-TRIP CIRCUIT BREAKER WITH 120V COIL FOR PROCEDURE ROOM 1 I ! ■ TO REMAIN ARE DENOTED LIGHTLY. CONNECTION. THIS SHALL INCLUDE BUT NOT BE LIMITED TO ALL MECHANICAL AND DIAGNOSTIC EQUIPMENT IN FLUSH MOUNTED NEMA 1 ENCLOSURE. REFER TO SITE i ' ■ I !: I I now ■ � 11��KP I OTHER EQUIPMENT INCLUDED IN THIS PROJECT. SPECIFIC VENDOR SHOP DRAWINGS FOR ADDITIONAL WORK REQUIRED IN THIS ROOM. ! ■ 139 ! F I ■ I I 2. PROTECT STRUCTURE AND OWNER EQUIPMENT FROM DAMAGE. IMMEDIATELY REPLACE �' ! ! � OR REPAIR, TO ORIGINAL CONDITION, DAMAGE CAUSED BY THE CONTRACTOR WHETHER 2• PROVIDE FUSES SIZED PER EQUIPMENT MANUFACTURER'S REQUIREMENTS. I 141-A-38,40,4 0 COORDINATE WITH VENDORS FINAL, SITE SPECIFIC, INSTALLATION SHOP DRAWINGS ! j I j' 1 EQUIPMENT APPEARS TO BE CURRENTLY IN USE OR NOT, UNLESS WRITTEN -- ! `• � ; I. ' , ! I ' , AUTHORIZATION FROM THE OWNER INDICATED OTHERWISE. PREPARE USTING OF ALL PRIOR TO INSTALLATION OF EQUIPMENT. ! I 3. DISCONNECT SWITCH LOCATIONS ARE SHOWN DIAGRAMMATICALLY AND SHALL BE ■ j ■ I i ! rl! I DAVIS EXISTING DAMAGED ITEMS AND SUBMIT TO OWNER PRIOR TO BEGINNING WORK. INSTALLED IN ACCESSIBLE LOCATIONS TO SUIT EQUIPMENT AND SPACE. DISCONNECT ! ■ J ; • EE I t_; .. I SWITCHES SHALL BE WITHIN SIGHT OF THE EQUIPMENT THEY SERVE AND MOUNTED AT U 120V EMERGENCY POWER OFF (EPO) BUTTON FOR CONTROL OF SHUNT-TRIP ! I I ; CIRCUIT BREAKER. COORDINATE EXACT LOCATION WITH VENDOR DRAWINGS. I ; ! 1 ( ' ! 1 , 6 j 3. INSTALL CONDUIT CONCEALED IN FINISHED AREAS UNLESS OTHERWISE NOTED. PAINT 6'-3" MAXIMUM TO TOP OF CABINET. MAINTAIN NEC WORK SPACE REQUIREMENTS. --- - I - ! ! _._ I ! Q PROVIDE 3#12 AS REQUIRED PER VENDOR DRAWINGS. --..... :._.__.._._._.-...._.._.._. -- - ... �..__...._:,.. }...._.-.. i I 1 EXPOSED CONDUIT TO MATCH EXISTING FINISHES WITHIN THE SURROUNDING AREA. PARTNERSHIP 4• RECEPTACLES AND/OR DEVICES INDICATED TO BE MOUNTED ABOVE COUNTER ARE TO 4 CONDUCTOR SIZE PER VENDOR DRAWINGS. I I ` I I I SOUND ... p T 4. FIRE SEAL ALL FIRE RATED WALL AND FLOOR PENETRATIONS. REFER TO r ! I i 1 I -.._. t A R C H I T E C T S ARCHITECTURAL DRAWINGS FOR FIRE RATED WALLS. BE MOUNTED VERICALLY 6 ABOVE COUNTER OR PER ARCHITECTURALS. I ;! ( ' r I I r ,l ; (- 1 1-,___} /1 -, 1R C ! REFER TO VENDOR SITE SPECIFIC SHOP DRAWINGS FOR.ADDITIONAL WORK REQUIRED I E,,04;�;;D�_,F; II , ,,,,.m _ I 41 • 5• PROVIDE 4 SQUARE OUTLET BOX, SINGLE GANG MUD RING AND BLANK SINGLE GANG FOR A COMPLETE AND OPERABLE DIAGNOSTIC ROOM. ! /I- 5. COORDINATE EXACT REQUIREMENTS AND LOCATIONS OF MECHANICAL EQUIPMENT WITH 1 i-1�!_ -- MECHANICAL DRAWINGS AND MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN AND COVER PLATE FOR ALL INDIVIDUAL TELEPHONE, DATA, COMBINATION TELE/DATA AND =r- ; 1 ,:- - , 2301 Blake Street, Suite 100 r r �� �r I ■ I! �./ I , ,r'` .. I ! , ; , ; Z Denver TELEVISION OUTLETS. ROUTE 1 CONDUIT WITH PULL WIRE TO 6 ABOVE ACCESSIBLE < " RECIRCUIT EXISTING DEVICES AS INDICATED. I o Denver CO 80205 303.861.8555 ORDERING MATERIALS OR EQUIPMENT. % CEILING. PROVIDE INSULATED THROAT CONNECTOR ON CONDUIT END.EXISTING INFORMATION SHOWN ON THE DRAWINGS HAS BEEN TAKEN FROM OWNER <2� REFER TO VENDOR SITE SPECIFIC SHOP DRAWINGS FOR ADDITIONAL INFORMATION — --- ----------- -- - 6. i I � �..__.....---................ . ... .....-. _:--� ------- 0225 Main Street, Unit C101 6. COORDINATE AND VERIFY EXACT MOUNTING LOCATIONS OF WALL AND FLOOR DEVICES FOR ROOF. MOUNTED MRI CHILLER UNIT. I f - t ! Vail FURNISHED DRAWINGS AND/OR LIMITED FIELD OBSERVATIONS. CATOR, RUMA & I � � , I i ■ �- -�-,r, ;},'� -, ! Edwards, CO 81632 970.926.8960 ASSOCIATES IS NOT RESPONSIBLE FOR THE ACCURACY OF ANY INFORMATION OR THE WITH ARCHITECTURAL ELEVATIONS, AND ANY FURNITURE OR SPECIALTY EQUIPMENT ! C_f R SUPPLIER DRAWINGS PRIOR TO ROUGH-IN. 1 ■ ADEQUACY, SAFETY AND CONFORMANCE TO CURRENT PREVAILING CODES OF ANY , I �� LIE-35,37 WORK SHOWN AS EXISTING ON THESE DRAWINGS. `` L.._I GCaI�tLIf� 7. ALL DEVICES FED FROM AN EMERGENCY CIRCUIT SHALL BE RED. ' Os I } I C', 7. PROVIDE SEPARATE INSULATED GROUNDING CONDUCTOR IN ALL FEEDER, HOMERUN ■ �-- -�, s I -- AND BRANCH CIRCUITS. 8. PROVIDE HOSPITAL GRADE RECEPTACLES IN PATIENT CARE AREAS AS DEFINED IN NEC �, ! ■ ! I 4` C.NFOR, RuNIA 6 Assc�axas, Co. 517-3, INCLUDING ALL PATIENT EXAM, SLEEPING, PROCEDURE, DIAGNOSTIC, TREATMENT, ; I ( t:ovsucTtnic;nsFCxarncAV�EcTxicALrcwus AND LAB ROOMS. ' ! ' ! ( ! PANEL e9 6TaborStreetaL-Am�DDd.COSU01-47M DEMOLITION GENERAL NOTES: ' ; - _ -- -�_ I 3catuyumabc.a RVAV.239TUM L1 E" j' craLdrato ruma.com r rvmv.catolTUma ann 9. NO RECEPTACLES SHALL BE MOUNTED BELOW +18" AFF, UNLESS NOTED OTHERWISE. ----- -- ! ■ ■ -- - - —r 1• ON DEMOLITION PLANS ONLY, UNLESS NOTED OTHERWISE, BOLD ITEMS INDICATE ---- ._._.!! -- ■ I CAMERA POIE 10. REVISE OR PROVIDE NEW PANEL AND CIRCUITING LABELING ON EXISTING CONDUITS EQUIPMENT, DEVICES, ETC. TO BE REMOVED. ASSOCIATED WITH AREA OF WORK AND NEW JUNCTION BOXES. 'y ! ! ! .-----_- W TIN ' v_ -- ---a--- -+ 2• DEMOLITION DRAWINGS MAY NOT SHOW EVERY ITEM TO BE DEMOLISHED. CONTRACTOR 11. PROVIDE KROY TYPE LABELS INDICATING PANELS AND CIRCUITING ON FRONT OF I I ! ■ ! SHALL VISIT SITE TO DETERMINE AND COORDINATE THE EXACT EXTENT OF DEMOLITION ■ _ I ONO RECEPTACLE AND SWITCH COVERPLATES. ! I � i I ! 5 �'F r I�,� ! r I-I '�� I I TO FACILITATE ALL WORK INDICATED BY THE CONTRACT DOCUMENTS PRIOR TO ! _r ! ! - QUOTATION. NO EXTRAS WILL BE ALLOWED FOR WORK REQUIRED TO ACHIEVE THE END ! - ' ! ' 12. REVISE OR PROVIDE NEW SYSTEMS LABELING ON EXISTING AND NEW JUNCTION BOXES. ! ! ®`®®`ti►114iiE(t(Pd!/®ff RESULT AS INDICATED BY THE CONTRACT DOCUMENTS. REWORK EXISTING TERMINATIONS, -- - ! METSYS I ®`���° �p RE(;� CONNECTIONS, CONDUIT, WIRING, ETC. TO ACCEPT NEW WORK. MAINTAIN CIRCUIT --! A 13. DATA, VOICE, AND CABLE TV CABLING AND DEVICES NIC, CABLING AND DEVICES ! I ! � � ■ � ; ®moo`®Q� CONTINUITY TO EXISTING CIRCUITS AND DEVICES TO REMAIN OR BE RELOCATED. PRIOR I ■ I ■ I ® ° r TO COMMENCEMENT OF ANY DEMO WORK, CONFIRM EXISTING CONDITIONS AND NOTIFY PROVIDED BY OWNERS CABLING VENDOR. ! ! ; O r C ~ _ ENGINEER OF ANY DISCREPANCIES FOR RESOLUTION. 14. ` I �_,,F' !',-� I ! -,�-j�; � ;�- ,, � L1 E-1 ! I c PAGING SYSTEM DEVICES AND CABLING TO BE PROVIDED BY OWNERS VENDOR. ' ! ! -, ! ! ` ' O `'�`�'I'` ( E I I, 1 1V Ad (G ! ~' I ; 1 -- ;„ i 34256 3• ALL ITEMS IDENTIFIED TO BE REMOVED SHALL BE REMOVED IN THEIR ENTIRETY SPEAKERS SHALL BE WHITE. NEW PAGING SYSTEM DEVICES AND CABLING SHALL MATCH i ■ ! i u.5 ! - i EXISTING. L_I - INCLUDING ALL WIRING AND EXPOSED CONDUIT AND CONDUIT SUPPORTS BACK TO POINT ! OF ORIGIN OR NEXT DEVICE TO REMAIN. REMOVED ITEMS SHALL BE TURNED OVER TO - ! i I i ! LIE-41,43,45 �® 1 1 200 ° THE OWNER, UNLESS NOTED OTHERWISE, AND STORED IN THE AREA DESIGNATED BY THE 15. SECURITY SYSTEM DEVICES AND CABLING TO BE PROVIDED BY OWNERS SECURITY 1 ---- " OWNER. REMOVE FROM SITE AND LEGALLY DISPOSE OF ALL ITEMS THE OWNER CHOOSES VENDOR. NEW SECURITY SYSTEM DEVICES AND CABLING SHALL MATCH EXISTING. I ! _____.__-_ ---__---_ _ ...... _... _____ __ _.._Li CONDUIT WITH OWNER'S f • ! -- ( i 1 ! ![Al I I s®�it�j`�®ANA!-��`®�® NOT TO ACCEPT. COORDINATE LOCATION AND REQUIREMENTS OF BACKBOXES AND CO R ' '. t`e �I k COFFI 1111111111111` 4. SECURITY VENDOR. i '` �- -r � ! i� � ( _-� WHERE EXISTING CONDUITS ARE SHOWN TO HAVE BEEN ROUTED-IN L1E-3,5 `� - __....__.CONCRETE FLOOR SLABS, CONCRETE WALLS OR CONCRETE CEILINGS, THEY SHALL BE 16. PROVIDE J-HOOK SUPPORTS 4 FT. O.C. SPACING ABOVE ACCESSIBLE CEILING FOR LOW ' � I L1 E-5 ■ ■ � J � 1 �:�! I � I CUT BACK FLUSH WITH CONCRETE. FILL WITH GROUT TO ACHIEVE A SMOOTH AND EVEN VOLTAGE CABLING: COORDINATE LOCATION WITH OWNER'S VENDORS. - — ---- —-- FINISH FLUSH WITH CONCRETE SURFACE AFTER CONDUCTORS HAVE BEEN REMOVED. „-. -r, r ! ! — 3 I ! it ViSiIO .� ICI_- . 17. CIRCUITS MAY BE COMBINED INTO HOMERUNS OF UP TO SIX (6) CURRENT CARRYING � � LIE � ! ! ! DISPC 5• REUSE EXISTING CONDUIT WHERE CURRENT NEC AND LOCAL CODE REQUIREMENTS ARE CONDUCTORS, INCLUDING NEUTRALS, UNLESS OTHERWISE INDICATED. ! I I L.109 j I MAINTAINED. PROVIDE NEW CONDUIT AND WIRE FOR NEW INSTALLATIONS AND EXTENSION �•' '� � I '! f T- ! ! OF EXISTING INSTALLATIONS. REUSE EXISTING CONDUIT IN PLACE, DO NOT REINSTALL \ ! I j T�. ; OWAVE,+72" � , AC,( EXISTING CONDUIT. PROVIDE LABELING PER SPECIFICATIONS FOR REUSED CONDUIT. I ! j r I AC 1. -'— - [ r GFI ! �,.t' \(` I ,I , lei�. N 4 0}�r 6. RELOCATED EQUIPMENT AND DEVICES ARE TO BE CLEANED OF ALL FOREIGN MATERIAL I i LIE-5 i REPLACE EQUIPMENT OR DEVICES WHICH ARE DEFECTIVE OR DAMAGED DURING -- _■■-� ■ ■ I■ � ■ ■ ■ ■ ja I j I j,■■ ■ ■ ■ ■ ■ ■ a ■ � ■ ■ ■ ■ ■ ' ■ ■ � ■�'■ ■ ■ ■ ■ �-B ■ � ■ ■ ■ RELOCATION. _ ( .. !J .-.._. ; j I _........_... -....... ....... ........- -...._._.............-.. 11 _ _ - - E- i ! ! I L1 47 7• WHERE EXISTING DEVICES, SWITCHES, MOTOR CONNECTIONS, ETC. ARE TO BE REMOVED ( I j j® I ; --- ----- ----------,- I DISHWASHER _■ FROM WALLS WHICH ARE REMAINING, WALLS SHALL BE PATCHED TO MATCH ORIGINAL j FINISH. BLANK COVERPLATES OVER EXISTING BOXES ARE NOT ACCEPTABLE, UNLESS ■ I ! i LIE-5 �-- -- i !_ R ,P ; , , ; I I REFRIG,+48" NOTED OTHERWISE. CORRIDOR 1 L_; ■ OR C?i�r,lr. K � i I L1E-65 Cti I CORRIDOR ji I GFI I I I C.i S j - 3 •. ! I � . I . .,.._,....i !I I. ! I I I I LIE 21,2 R-1 ■ ■ ®I ■ ® ■ ■ � ■ ■ ■ ■...; ` ` ! ;I I 0 ! i F H3B-252729 ■ d ■ ■ ® ■ ■ — I• ® ■ ■ ® ■ ■ � ■ ■ r O - ------ - - _------ --- ! _ O O ■ T ! 0 RIDOR II ■ -� ON R00 ' i! �r i j +44 1 VEST![31J F ; ' , 'I I` , !.. I } �i I r �'1' ■ r, - - - - - II 'I � : ! [', r I� ; �i I ;,:%`C -------------- _._ I I „----- --...CHILLER - -- -? ,�:,, I� - -- I��11�'.�I��';VE�.�'`il�. Dr�E���,�� 1 ! - - ---------i �- t - rrt.-.........._..._......a.._-... �N ROOF— q- ■ CORRIDOR 1 ---- 11 - - - - - - - - - - - - - — I ■ .., ! 1 `x'21 II_-_.... _( I ; { ! .'` r • AC ! I, WP —_ I ►� F iCOR bC��7' j iii j r , 1 ,� ■� I 23 I j __ �._.._______ ___._ \ I - � LIE-13,15,17 � ADD N0. 1 7-9-OS f Iw. 7 ' Ilan - �� CORRIDOR ■ I ( I <� ! I I 1l}8 c L ._ _ � I I I I I I I i I I ! 1 ■ ■ ;I I _ _-� ' ■ ----------------- ------ �— , 1 I I ! L,_..._., I H2A (RE: ! I ONE-UNE !I ! QS Os ■ ! I I I I I I I ! �, Cl�?E:>jlj�,)�`, ; I ----------------------------- . --- ■ ! I I ICI —1 DIAGRAM) I _ I VESTIBULE - - - ! I I ' --- ! 13 �~ rt I +4 I3 I * 1 i _ _. i j ■ ,�: 1 ,- I I I I I _. � _ �. � .� � �_ ;� -- ' ---- L..- — �t�_ ” -'`=,� _..__._ ■ -- I I 1 I I C C�!��I t��L? -�, 4 i I r i /` ; , i ! I , � ., \ I ! I I f (-l 1-.......11 tJ:�I ; I ■ i C;I_ NIC.AI RE --_ ;.. 31 Ji:�l.l--1 ( ■ I S 0 RAG E I I I I 155 I I L1E-4,6 L ! I I ! ! I i j I I ■ i I ! .......:................. ........_- ......... .. . .._...... _.._....,_ .... I _ _ , ' ( �.... _. 3 - ! 55 ! 1 ' I i D�I:.S`:�INC� ! I I I 1 1 C�' ! I I ! GFI ! , I 1 13 I ■ ■ I I j I I --------------- �- --T-� I 7) t) { HIED; DIRECTOR I CONTRI r.. I- „',.'•-r i j i 11� E 7 9 ! I ■ ! j i I I 1 EXAM 01 -_ — C:! !N I T AL R 1 s}„r� ,C.1...; j ■ I 1( � I j I ! j I ; :I I i � I ! I j sTO RAG C3 R(=FEf�S TO PANEL LIE I ■ j I 1 1 0 i i ! i ■ • CIRCUIT LION. ; ; _: 1 I I � I--1- I - - - 1 f Ij ; I r I ! ■ 1 f ! I I I ! i ' ( ; I W I'! ! yPr©test InfcrrtTati ® _ _ _ ! W _ (� T ,- j I 231 1 ,AC 7) 1-1 r- - ---- - -----L- - - ! ;'' I ■ I I I ( I 1 AC 9f�J� e IN MED. LIE 55, , ■ DIRECTOR I !III ! , OFFICE �= I ' ( kt,VI -- - ---- -- f H1 A-37 39 41 { L-. l �J 11 i ! ! --- I 0 f I- f ! 1� I I I I ■ ! ( i I I I ; ! ( i j I ■ ■ !-- ._........ _.. �I .._._ .-_ ..-... y i --� ,----—-- 23 I • i I ! ! I I ■ ■ ■ ■ ■ ■ ■ ■ f 7 1 - ! ! CLINICAL RESEARCH I- ----- ------ C U R R I �,_ !� - r-� • 1 I - - - 6 ■ I ! I ! ! ! j1 ■ • 115' ; �; ■ • I ' I i ! I ! i $ 2 (MRI 4 j -- - BLANK J /' ! 57,59 d Q I I ■ i -- ----- - j i I ! ■ ! 23 ``�.k MCC:RE: ,� I I .� { ! , — I Cl - _ DIAGRAM I rL L�d_S...---._�_. 6 I C_ I 1 I t ! �i F I r-E 1 �1 7 I Pod STO R'PNG 11 157 I ! 00 I CLINICAL RESEARCH I ;j I I t j s 3 AC ! i ! ! ! I ! - ! i ■ 1 I � . - - - , � ! , ' ! I I--_._!_ < COPIER I �, I ■ i � I 1 � . I. , I � I � o 11 � ! I I ii ' ! ! � s I AC I � I _ I ' I 59 I ! ! it i j Vail • -- ---- I j FELLOWS ! ! j ■ ' ; --------------- --- --J OFFICE I C�I-FIC` I ! !I �� I Valley i ! i ! � ■ l ,J 6 i I ! � 59 i J _ I _I ' ! ! STORI G - ! } ' ! I ! - - LIE 83 I • i - -- —- I •-1 - ! ! I Medical 113 1^57 I I 59 Imo ;. .......... Center ' _J I I ! ! ■ j I ■ I) ! 1 Meadow Drive ------------ --� OFFICE I I OFFICE_ � � ! 81 W. Mea 1 ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ � ■ ■ �7 ■ � ■ ■ � ■ ■ on a 0 0 ■ ■ � ■ ■ � Vail, Colorado - - - - - - - - - - - - - - - - - -�,.--�.:, ter---ti ,, 81657 STOR/ G� i �� - - _ �_ -- B C D IN ■ ;� I ;I , 1 q - - - --- -- 2 i r I , PARTIAL FIRST FLOOR POWER & SYSTEMS PLAN SHC-MRI Remodel ' j ! q SCALE: 1/4"=V-0" I ! I � B C � EDP �..' 1 PARTIAL FIRST FLOOR POWER & SYSTEMS DEMOLITION PLAN SCALE: 1/4"=V-0" a Sheet Title: PARTIAL 1ST FLOOR PANEL "MCC IS LOCATED PANEL "H1A" IS LOCATED APPROXIMATELY 113 FROM APPROXIMATELY 168 FROM POWER & SYSTEMS P LAN AREA OF WORK. AREA OF WORK. PERMIT SET 2 JUNE 2008 Sheet Number: PANEL "H3B" IS LOCATED APPROXIMATELY 121' LINEAR.DISTANCE FROM AREA OF WORK BELOW AREA OF WORK AREA OF WORK AREA OF WORK. ■ _ . �ll J THIRD FLOOR KEYPLAN BASEMENT KEYP LAN GJ FIRST FLOOR OR KEYPLAN Caton Ruma & Assoc..FILENAME.P. VMC 2008 015 MRI REMODEL CAD ELEC P PWRI.DWG E501 PLOT. 07 11 2008 ® 8.02am REV. 07 09 2008 CAD. e o r I I XR F. b 1.dw xb nd.dw g xb 1 1f Ldw g tb.dw g p wrldw g ke yp lanl.dw g Peyp lanb.dw g keyplan1dwg DPA Project: 08901.00.000 _ - COPYRIGHT 2008-DAVIB PARTNERSHIP,P.C. ■S■ ■ t.. ■ ■EXISTING "H2A" Notes: ■ . ■ - 1.NEW LOAD ON EXISTING CIRCUIT BREAKER EXISTING PANEL "H1A" 800A M.L.O. VOLTAGE 277/ 480 V 2.REVISED LOAD ON EXISTING CIRCUIT BREAKER. ( man BUS PHASE 3 PH 3.REPLACE EXISTING CIRCUIT BREAKER WITH NEW CIRCUIT BREAKER AS SHOWN. Panel Notes: WIRE 4 W 4.PROVIDE NEW CIRCUIT BREAKER TO MATCH EXISTING. 100 A M.L.O. VOLTAGE 277/480 V 1,NEW LOAD ON EXISTING CIRCUIT BREAKER. 35,000 AMPERE SHORT CIRCUIT RATING(FULLY RATED) PHASE 3 PH 2.PROVIDE NEW CIRCUIT BREAKER IN SPACE TO MATCH EXISTING. ■ . Now WIRE 4 W 3.REPLACE EXISTING CIRCUIT BREAKER WITH NEW CIRCUIT BREAKER AS SHOWN. TYPE: 4.EXISTING LOAD IS ESTIMATED. EMENE DESCRIPTION OF CONNECTED LOADS(IN VA)BY CATEGORY AND PHASE MTG. FLUSH 14,000 AMPERE SHORT CIRCUIT RATING(FULLY RATED) 5.EXISTING LOAD REMOVED. SUB-LOAD OR PANEL LIGHTING RECEPTACLES MOTORS OTHER GENERAL 6.NEW LOAD. PHA PH B PH C PHA PH B PH C PHA PH B PH C LARGEST PHA PH B PH C PHA PH B PH C REMARKS BREAKER BREAKER ATS 8, PANEL EH2C(CRITICAL) 7067 7067 7067 11033 11033 11033 120 1400 13433 13433 13433150A3P NOTE DESCRIPTION LTG RECEPT MOTORS OTHER GENERAL TOTAL AMP / P CCT PH CCT AMP / P TOTAL GENERAL OTHER MOTORS RECEPT LTG DESCRIPTION NOTE ATS 9,PANEL EH2D,(EQUIPMENT) 8167 8167 8167 96800 3000 3000 3000 2433 2433 2433 350A3P L-CMM EXAM,OFF 2688 2688 2011 1 A 2 20/ 1 3100 3100 L-ELEV LOBBY DAVIS 112.5 KVA XFMR,PANEL L2D, PANEL L3C 100 80 320 13033 13033 13033 166 1666 166 1100 13700 1370 13700175A3P L-SPORTS GYM 2100 2100 20/ 1 3 B 4 20/ 1 169 1692 L-MAIN LOBBY 450A3P L-E.EXAM,XRAY 3 2100 2100 20/ 1 5 C 6 20/ 1 3100 3100 L-ADM IN AREA ^ ^ PANEL H3B 5803 4860 5423 0 0 0 2415 2415 2415 3825 0 0 0 0 0 . 0100A3P L-CMM CORRIDOR 103 1033 20/ 1 7 A 8 20/ 1 3100 3100 L-MRI AREA iA RT N E R S H I P RTU RETURN 41550 100A3P L-GIFT SHOP,WHIRL 2100 2100 20/ 1 9 B 10 20/ 1 2017 2017 L-CMM OFF,LAB,EXA 1 ST FLOOR ATRIUM LTG 172 20A1 P L-COOR,WHIRL AREA 2100 2100 20/ 1 11 C 12 20/ 1 0 SPARE ARCHITECTS C-SECT COVING LTG 3034 20A1P 1,5 L-SHF,MRI 2010 2010 201 1 13 A 14 20/ 1 0 SPARE 2ND FL HALLWAY LTG 2415 20A1P L-SHF 2441 2441 20/ 1 15 B 16 20/ 1 0 SPARE LDRP ROOM LTG 3063 20A1P L-SHF 704 704 20/ 1 17 C 18 20/ 1 0 SPARE ATRIUM,ELEC RM,LTG 174 20A1P 2301 Blake Street, Suite 100 L-CARDIO 2472 2472 20/ 1 19 A 20 201 1 0 SPARE Denver POST PARTUM NURSE BAY LTG 2778 20A1 P L-CARDIO 671 671 20/ 1 21 B 22 20/ 1 0 SPARE I Denver, CO 80205 303.861.8555 ELEC,LOBBY,WAITING LTG 2320 20A1 P SPARE 0 201 1 23 C 24 20/ 1 0 SPARE FCU-1 693 15A1 P 0225 Main Street,Unit C101 SPARE 0 20/ 1 25 A 26 ! 0 SPACE ONLY V311 PANEL"NL2LA6",45KVA XFMR 19 160 32 12960 9680 10980 . 0 1176 0 0 0 0 0 800 150070A3P Edwards, CO 81632 970.926.8960 2ND FL LAB LTG(#36) 2023 20A1P SPARE 0 20/ 1 27 B 28 / 0 SPACE ONLY SPARE 0 20/ 1 29 C 30 / 0 SPACE ONLY m 2ND FL SHC LTG(#38) 3237 20A1P SPACE ONLY 0 ! 31 A 32 / 0 SPACE ONLY C#3CtSUltc' fl 1 CHILLER(SHCMRI)ON ROOF 7479 7479 7479 70A3P,NOTE 4 SPACE ONLY 0 ! 33 B 34 ! 0 SPACE ONLY u•= =-W _. x -.•._ r .,-. - <: SPACE ONLY 0 / 35 C 36 1 0 SPACE ONLY r r q LOAD TYPE(VA) PH A PH B PH C LOAD TYPE CONNECTED NEC CALCULATED POWER DEMAND 2,6 FC-1-1 4157 4157 25/ 37 A 38 201 4000 4000 STEAM GEN. 2,6 CA1'OR, Rl.1,11.� tT 1���t��l�1)�, Co. LOAD KVA DEMAND LOAD FACTOR LOAD KW " 4157 4157 ! 39 B 40 / 4000 4000 covsutTINC MECRANICAUFEECTRiCAL]vNG rEEx; ^ 4157 4157 / 3 41 C 42 / 3 4000 4000 ^ 60-6 Tabor street m t.*mood,CC�SM 1-4700 1031232-6200.Fax 303!23..3731 CONNECTED PF= LOAD TYPE(VA) PHA PH B PH C LOAD TYPE CONNECTED NEC CALCULATED POWER DEMAND CrZatormma.o01114 W W.Cato,Tuma.aom LIGHTING 22,898 17,360 20,248 LIGHTING 60.5 KVA x 125%= 75.6 KVA x 95% = 71.9 kW 95% LOAD KVA DEMAND LOAD FACTOR LOAD KW PANEL RECEPTACLES 37,026 33,746 35,046 RECEPTACLES CONNECTED PF= MOTORS 20,927 21,595 19,727 FIRST 10 KVA 10.0 KVA x 100%= 10.0 KVA x 100% = 10.0 kW CONNECTED LIGHTING 33.4 KVA x 125%= 41.8 KVA x 95% = 39.7 KW 95% OTHER 3,000 3,000 3,000 REMAINDER 95.8 KVA x 50%= 47.9 KVA x 100% = 47.9 kW AMPACITY = LIGHTING 14403.0 11021.0 8004.0 RECEPTACLES GENERAL 29,566 30,366 31,066 MOTORS 478.3 RECEPTACLES 0.0 0.0 0.0 FIRST 10 KVA 0.0 KVA x 100%= 0.0 KVA x 100% = 0.0 KW CONNECTED TOTAL 113,417 106,067 109,087 LARGEST 96.8 KVA x 125%= 121.0 KVA x 90% = 108.9 kW PHASE BALANCE A-B B-C C-A REMAINDER 34.6 KVA x 100%= 34.6 KVA x 90% = 31.1 kW NEC DEMAND MOTORS 4156.9 4156.9 4156.9 REMAINDER 0.0 KVA x 50%= 0.0 KVA x 100% = 0.0 KW AMPACITY = ®\�11i1H tllll fl/!pp! o _ o OTHER 4000.0 4000.0 4000.0 MOTORS 69.6 \0 R p OTHER 9.0 KVA x 125%- 11.3 KVA X100%/o = 11.3 kW AMPACITY = \\® D � 7% 3% 4% GENERAL 91.0 KVA x 100%= 91.0 KVA x 100% = 91.0 kW 470.7 GENERAL 0.0 0.0 0.0 LARGEST 12.5 KVA x 125%= 15.6 KVA x 90% = 14.0 KW `® ®e®asm TOTAL 397.7 KVA 391.3 KVA 372.0 kW TOTAL 22559.9 19177.9 16160.9 REMAINDER 0.0 KVA x 100%= 0.0 KVA x 90% _ 0.0 KW NEC DEMAND PHASE BALANCE A-B B-C C-A OTHER 12.0 KVA x 125%= 15.0 KVA X100% = 15.0 KW AMPACITY = �` ®��/� 0.2 0.2 0.4 GENERAL 0.0 KVA x 100%= 0.0 KVA x 100% = 0.0 KW 87.1 i 34256. m TOTAL 57.9 KVA 72.4 KVA 68.7 KW ® ry' ®� GENERAL NOTES: BREAKER ACCESSORIES b.6 UL 'PROVIDE NEW UPDATED PANEL DIRECTORIES FOR PANELS THAT ARE INCLUDED IN THIS PROJECT. *=GFCI ��s C SHUNT TRIP _0 \ DESCRIPTIONS OF NEW CIRCUITS BEING INSTALLED.INDICATE NEW-SPARESJN PENCIL. ! PROVIDE DE ! r ,qL EXISTING PANEL WB" n Ilttt Panel Notes: 100A M.L.O. VOLTAGE 277 /480 V 1.REVISED LOAD ON EXISTING CIRCUIT BREAKER. PHASE 3 PH 2.PROVIDE NEW CIRCUIT BREAKER IN SPACE TO MATCH EXISTING. EXISTING PANEL "L7E WIRE 4 W 3.REPLACE EXISTING CIRCUIT BREAKER WITH NEW CIRCUIT BREAKER AS SHOWN. TYPE: 4.EXISTING LOAD IS ESTIMATED. Panel Notes: MTG.: SURFACE 14,000 AMPERE SHORT CIRCUIT RATING(FULLY RATED) 5.EXISTING LOAD REMOVED. 100A MAIN CIRCUIT BREAKER VOLTAGE 1201208 V 1.NEW LOAD ON EXISTING CIRCUIT BREAKER. 6.NEW LOAD. PHASE 3 PH 2.PROVIDE NEW CIRCUIT BREAKER IN SPACE TO MATCH EXISTING. BREAKER BREAKER WIRE 4 W 3.REPLACE EXISTING CIRCUIT BREAKER WITH NEW CIRCUIT BREAKER AS SHOWN. NOTE DESCRIPTION LTG RECEPT MOTORS OTHER GENERAL TOTAL AMP / P CCT PH CCT AMP / P TOTAL GENERAL OTHER MOTORS RECEPT LTG DESCRIPTION NOTE TYPE 4.EXISTING LOAD IS ESTIMATED. L-CORRIDORS,STERI 3,403 3403 20/ 1 1 A 2 15! 558 558 EF-1 MTG.: SURFACE 10,000 AMPERE SHORT CIRCUIT RATING(FULLY RATED) 5.EXISTING LOAD REMOVED. L-WAITING,OFFICES 2,460 2460 20/ 1 3 B 4 / 558 558 6.NEW LOAD. L-RECOVERY 2,225 2225 20/ 1 5 C 6 / 3 558 558 BREAKER BREAKER L-OR8,OR9 2,400 2400 20! 1 7 A 8 15/ 127 1,275 EF-2 NOTE DESCRIPTION LTG RECEPT MOTORS OTHER GENERAL TOTAL AMP / P CCT PH CCT AMP / P TOTAL GENERAL OTHER MOTORS RECEPT LTG DESCRIPTION NOTE L-OR6,OR7 2,400 2400 20/ 1 9 B 10 / 127 1,275 R-SHF RECEPTION 720 720 20/ 1 1 A 2 20/ 1 0 SPARE L-LOCKERS,STERILE 3,198 3198 20/ 1 11 C 12 f 3 127 1,275 " R-SHF OFFICE,RR 720 720 20/ 1 3 B 4 20/ 1 1080 108 R-SHF OFFICES SPARE 0 20! 1 13 A 14 / 0 SPACE ONLY 1 R-SHF OFFICES,VISI OR 1080 1 108 20/ 1 5 C 6 20/ 1 540 540 R-SHF OFFICE SPARE 0 20/ 1 15 B 16 / 0 SPACE ONLY 1,5 R-SHF CLINICAL RESEARCH 128 848 20/ 1 7 A 8 20/ 1 816 720 96 R-SHF BIOMECH SPARE 0 20/ 1 17 G 18 / 0 SPACE ONLY 1,5 R-SHF OFFICE-COPIER 1000 100 20/ 1 9 B 10 20/ 1 1000 100 R-SHF BIOMEHC COPIER SPACE ONLY 0 / 19 A 20 / 0 SPACE ONLY 1 L-SHC MRI 154 154 20/ 1 11 C 12 20/ 1 540 540 R-SHF OFFICE SPACE ONLY 0 ! 21 B 22 / 0 SPACE ONLY R-SHF 128 720 848 20/ 1 13 A 14 20/ 1 900 900 R-SHF BIOMECH SPACE ONLY 0 ! 23 C 24 / 0 SPACE ONLY R-SHF EDUCATION 720 720 20/ 1 15 B 16 20/ 1 540 540 R-SHF EDU 2,6 CU-R-1 582 582 15! 25 A 26 / 0 SPACE ONLY R=SHF OFFICES 900 900 20/ 1 17 C 18 20/ 1 572 540 32 R-SHF EDU 582 582 / 27 B 28 ! 0 SPACE ONLY SPARE 0 20/ 1 19 A 20 20/ 1 1388 126 128 R-CARDIO CONTROL " 582 582 ! 3 29 C 30 1 0 SPACE ONLY R-SHF CORR.,VEST. 1080 108 20/ 1 21 B 22 20/ 1 572 540 32 R-CARDIO SLEEP PHASE LOADING SUMMARY PANEL LOADING SUMMARY 1,5 R-SHF MRI EQ. 1080 108 20/ 1 23 C 24 20/ 1 752 720 32 R-CARDIO STRESS LOAD TYPE(VA) PHA PH B PH C LOAD TYPE CONNECTED NEC CALCULATED POWER DEMAND PRE-OP CHECK-IN 720 720 20/ 1 25 A 26 20/ 1 1920 192 R-CARDIO STRESSTR ADMIL 19SJU all LIGHTING 5,803.0 4,860.0 H B 5,423.0 H C LOAD KVA DEMAND LOAD FACTOR LOAD KW PANEL PRE-OP CHECK-IN 720 720 20/ 1 27 B 28 20/ 1 360 360 R-CARDIO CONTRL C RGRS RECEPTACLES 0.0 0.0 0.0 CONNECTED PF= SPARE 0 20/ 1 29 C 30 20/ 1 360 360 R-CARDIO CNTRL CH GRS MOTORS 2,415.0 2,415.0 2,415.0 LIGHTING 16.1 KVA x 125%= 20.1 KVA x 95% = 19.1 KW CONNECTED R-SHF MAIL COPIER 1000 1000 201 1 31 A 32 20/ 1 360 360 R-CARDIO CONTROL,RR ADD NO. 1 7-9-08A OTHER 0.0 0.0 0.0 RECEPTACLES SHF MAIL 900 900 20/ 1 33 B 34 20/ 1 752 720 32 R-CARDIO SLEEP GENERAL 0.0 0.0 0.0 FIRST 10 KVA 0.0 KVA x 100%= 0.0 KVA x 100% = 0.0 KW CONNECTED R-SHF OFFICES NOR H 540 540 20/ 1 35 C 36 20/ 1 668 540 128 R-CARDIO OFFICE TOTAL(VA) 8,218.0 7,275.0 7,838.0 REMAINDER 0.0 KVA x 50%= 0.0 KVA x 100% = 0.0 KW AMPACITY = R-SHF WORK 180 180 20/ 1 37 A 38 20/ 1 1000 1000 R-CARDIO COPIER MOTORS 28.1 DOOR HOLDS 50 50 20/ 1 39 B 40 20/ 1 360 360 R-CARDIO NEC CALCULATED LARGEST 3.8 KVA x 125%= 4.8 KVA x 90% = 4.3 KW R-SHF KITCHEN REF 750 750 20/ 1 41 C 42 20/ 1 816 720 96 R-CARDIO RECEPTIO PHASE AMPACITY 37.1 32.8 35.4 REMAINDER 3.4 KVA x 100%= 3.4 KVA x 90% = 3.1 KW NEC DEMAND R-SHF KIT MICRO 360 750 111 20/ 1 43 A 44 20/ 1 456 360 96 R-CARDIO ABG RM OTHER 0.0 KVA x 125% 0.0 KVA x 100% = 0.0 KW AMPACITY = R-SHF-KIT COFFEE 32 750 782 20/ 1 45 B 46 20/ 1 540 540 R-CARDIO CORRIDOR 100.0 GENERAL 0.0 KVA x 100%= 0.0 KVA x 100% = 0.0 KW 34.1 R-SHF IMAGING RECEPTION 800 800 201 1 47 C 48 20/ 1 1144 108 64 R-CARDIO TECH WORK PHASE BALANCE A-B B-C C-A R-SHF CONF,PROJECT 540 540 20/ 1 49 A 50 20/ 1 720 720 R-CARDIO CLEAN CHARGE 13% 8% 5% TOTAL 23.3 KVA 28.3 KVA 26.5 KW R-SHF CONF 900 900 20/ 1 51 B 52 20/ 1 720 720 R-CARDIO CLEAN GENERAL NOTES: BREAKER ACCESSORIES R-SHF PROJECTION CR 60 600 660 201 1 53 C 54 201 1 932 900 32 R-CARDIO ECHO 'PROVIDE NEW UPDATED PANEL DIRECTORIES FOR PANELS THAT ARE INCLUDED IN THIS PROJECT. *=GFCI 1,5 R-SHF MRI CONTROL 64 900 964 20/ 1 55 A 56 20/ 1 720 720 R-CARDIO ECHO,REA ING PROVIDE TYPED DESCRIPTIONS OF NEW CIRCUITS BEING INSTALLED.INDICATE NEW SPARES IN PENCIL. *=SHUNT TRIP 1,5 R-SHF FELLOWS 360 360 20/ 1 57 B 58 201 1 668 540 128 R-CARDIO READING 1,5 R-SHF FELLOWS 540 540 20/ 1 59 C 60 201 1 0 SPARE SPARE 0 20/ 1 61 A 62 20/ 1 1920 192 R-CARDIO TREADMILL 105 R-DISPOSER 117 1176 20/ 1 63 B 64 20/ 1 300 300 CONTROL XFMRS SPARE 0 20/ 1 65 C 66 20/ 1 360 360 PT TREADMILL RECP R-IMAGING COMPUTE 360 360 20/ 1 67 A 68 20/ 1 300 300 R-CARDIO STRESS P T L-IMAGING RECEPTIO 720 720 20/ 1 69 B 70 20/ 1 500 500 R-CARDIO STRESS D FIB R-IMAGING UNIT 540 540 20/ 1 71 C 72 20/ 1 680 500 180 R-CARDO ECHO DEFI R-IMAGING OFFICE 900 900 20/ 1 73 A 74 201 1 1080 108 R-SERVER RM.111,11 ,113 RAY DAMPERS 200 200 20/ 1 75 B 76 20/ 1 360 360 R-SERVER RM.113 CAMERA POWER 100 100 20/ 1 77 C 78 201 1 900 900 L-111,112,113 FA EXTENDER 200 200 20/ 1 79 A 80 20/ 1 0 SPARE SPARE 0 20/ 1 81 B 82 20/ 1 500 500 R-IMAGING PRT r SPARE 0 20/ 1 83 C 84 20/ 1 0 SPARE Pra a Irt {�rrlCtif3rr� mLLU PHASE LOADING SUMMARY PANEL LOADING SUMMARY GENERAL NOTES: BREAKER ACCESSORIES 'PROVIDE NEW UPDATED PANEL DIRECTORIES FOR PANELS THAT ARE INCLUDED IN THIS PROJECT. *=GFCI PROVIDE TYPED DESCRIPTIONS OF NEW CIRCUITS BEING INSTALLED.INDICATE NEW SPARES IN PENCIL. *=SHUNT TRIP EXISTING PANEL "EL1A" Panel Notes: 100A M.L.O. VOLTAGE 120 /208 V 1.REVISED LOAD PHASE 3 PH WIRE 4 W TYPE: ITE MTG.: FLUSH 10,000 AMPERE SHORT CIRCUIT RATING(FULLY RATED) BREAKER BREAKER NOTE DESCRIPTION LTG RECEPT MOTORS OTHER GENERAL TOTAL AMP / P CCT PH CCT AMP / P TOTAL GENERAL OTHER MOTORS RECEPT LTG DESCRIPTION NOTE FCU N.E. 1,800 1800 20! 1 1 A 2 20/ 1 180 1,800 FCU WEST 2ND FL FCU N.W. 1,800 1800 20! 1 3 B 4 20/ 1 180 1,800 FCU S.W. CONTROL PANEL 200 200 20/ 1 5 C 6 20/ 1 180 1,800 FCU S.E. R-COMP NEW OFFICE 360 360 201 1 7 A 8 20/ 1 150 1,500 R-REF INPAT.PHARM CY CONTROL PANEL 200 200 20/ 1 9 B 10 20/ 1 360 360 R-COMP NEW OFFICE COMPUTER 360 360 20/ 1 11 C 12 20/ 1 320 80 240 CARDI OEF-1,MRI LT 1 PHASE LOADING SUMMARY PANEL LOADING SUMMARY LOAD TYPE(VA) PHA PH B PH C LOAD TYPE CONNECTED NEC CALCULATED POWER DEMAND LIGHTING 0.0 0.0 240.0 LOAD KVA DEMAND LOAD FACTOR LOAD KW P ANEL Vail RECEPTACLES 360.0 360.0 360.0 CONNECTED PF= MOTORS 3,600.0 3,600.0 1.880.0 LIGHTING 0.2 KVA x125%= 0.3 KVA x 95% = 0.3 KW 92% RECEPTACLES Valley OTHER 0.0 0.0 0.0 R GENERAL 1,500.0 200.0 200.0 FIRST 10 KVA 1.1 KVA x 100% 1.1 KVA X100% = 1.1 KW CONNECTED • TOTAL VA 5 460.0 4 160.0 2 680.0 REMAINDER 0.0 x 50%= 0.0 KVA x 100% = 0.0 KW AMPACITY = O KVA Medical MOTORS 34.1 NEC CALCULATED LARGEST 1.8 KVA x 125%= 2.3 KVA x 90% = 2.0 KW PHASE AMPACITY 53.0 42.2 26.8 REMAINDER 7.3 KVA x 100%= 7.3 KVA x 90% = 6.6 KW NEC DEMAND Center OTHER 0.0 KVA x 125%= 0.0 KVA x 100% = 0.0 KW AMPACITY = 100.0 GENERAL 1.9 KVA x 100%= 1.9 KVA x 100% 1.9 KW 35.6 PHASE BALANCE A-B B-C C-A 31% 55% 104% TOTAL 12.3 KVA 12.8 KVA 11.8 KW 181 Y V. Meadow Drive GENERAL NOTES: BREAKER ACCESSORIES 'PROVIDE NEW UPDATED PANEL DIRECTORIES FOR PANELS THAT ARE INCLUDED IN THIS PROJECT. *R GFCI Vail, Colorado PROVIDE TYPED DESCRIPTIONS OF NEW CIRCUITS BEING INSTALLED.INDICATE NEW SPARES IN PENCIL **=SHUNT TRIP 81657 SHC-MRI Remodel Sheet Title: ELECTRICAL PANEL SCHEDULES PERMIT SET 2 JUNE 2008 Sheet Number: E6 ■ 0 bPA Project: 08901.00.000 . t . 1 eor lel XREF. b dw 8 0 REV. 07/09/2008 CAD .:... ,._. .. _ Cator, Ruma &`Assoc. FILENAME.P. VVMC 2008. 015 MRI REMODEL\CAD\ELEC\P ES.DWG _ E601 .PLOT. 07/11/2008 ® . tam g g g --� COPYRIGHT 2008 DAVIS PARTNERSHIP,P.C. ■ ■ ■ ■ TRANSFORMER SCHEDULE FEEDER SCHEDULE • GENERAL KEY NOTES THIS SHEET. KEY s HV FLA LV FLA HV PROT 1 HV PROT 1 HIGH VOLTAGE FEEDER 3 LV PROT 2 LV PROT 2 LOW VOLTAGE FEEDER 3 GROUNDING 4 DIMENSIONS 5 WEIGHT BTUH NOTE " NOTES• ■ . ■ O O O O O O O O O KEY CO DOCTORS C ■ ■ 480 V 208 V CCT BRKR SWITCH IFUS E CONDUCTORS "C CCT BRKR SWITCH FUSE CONDUCTORS "C CNDTRS "C HIGH WIDE DEEP (5) OTPT(5) 30.3 3# 10 3/4 1. WORK INCLUDED IN THE CONTRACT IS DENOTED IN BOLD. EXISTING CONDITIONS TO 1 T30 36.1 83.3 45 A 3 P 60 A 3 P FRS-R-45 3# 6 1# 10 G 1 100 A 3 P 100 A 3 P FRN-R-100 4# 2 1# 8 G 1-1/4 1#8 3/4 30.00 20.13 16.00 370 5753 30.3 G 3# 10 1# 10 G 3/4 REMAIN ARE DENOTED LIGHTLY. O PROVIDE THREE PHASE DIGITAL RECORDING CIRCUIT ANALYZER (DRANETZ 808, BMI ■ . . T45 54.1 124.9 70 A 3 P 3# 4 1# 8 G 1-1/4 150 A 3 P 4# 1/0 1# 6 G 1 2 1#6 314 39.25 26.13 20.00 480 7425 3030 OR EQUAL) ON INDICATED PANEL FEEDERS FOR A PERIOD OF THIRTY DAYS ■ . 50.3 G 3# 6 1# 8 G 1 PRIOR TO THE START OF CONSTRUCTION TO VERIFY EXISTING LOAD. CIRCUIT ■ TK4-45 54.1 124.9 70 A 3 P 3# 4 ,1# 8 G 1-1/4 150 A 3 P 5# 1/0 ,1# 6 G 2 1#6 3/4 39.38 26.13 20.00 480 7203 7 50.3 GX 3# 6 1# s G 1 2. PROTECT STRUCTURE AND OWNER EQUIPMENT FROM DAMAGE. IMMEDIATELY REPLACE KVA AND POWER FACTOR FOR NOTES: 1•) PRIMARY O.C.PROTECTION PER NEC 450-3. 70.3 G 3# 4 1# s G 1 1/4 OR REPAIR, TO ORIGINAL CONDITION, DAMAGE CAUSED BY THE CONTRACTOR WHETHER ANALYZER SHALL RECORD VOLTAGE, AMPERAGE, ONE ■ 2•) SECONDARY O.C.PROTECTION PER NEC 450-3. 80.3 G 3# 3 1# s G 1 1/4 EQUIPMENT APPEARS TO BE CURRENTLY IN USE OR NOT, UNLESS WRITTEN EACH PHASE AND AVERAGE FOR ALL PHASES. ANALYZER SHALL ALSO RECORD A 3. AUTHORIZATION FROM THE OWNER INDICATED OTHERWISE. PREPARE LISTING OF ALL PER DAY MAXIMUM DEMAND. THE CONTRACTOR SHALL COMPILE A SUMMARY ALL CONDUCTORS ARE COPPER. SEE PLANS FOR INCREASED CONDUCTOR SIZES DUE TO VOLTAGE DROP ETC. 175.3 G 3# 2/0 1# s G 2 4•) BONDING AND GROUNDING CONDUCTOR PER NEC 260-66. 20.4 G 4# 12 1# 12 G 3/4 EXISTING DAMAGED ITEMS AND SUBMIT TO OWNER PRIOR TO BEGINNING WORK. REPORT LISTING MAXIMUM READINGS AND SUBMIT THE REPORT AND TAPE TO THE ENGINEER. ANALYZER SHALL HAVE BEEN CALIBRATED IN PREVIOUS 60 DAYS. 5.) DIMENSIONS,WEIGHTS&BTUH OUTPUT SHOWN ARE FOR REFERENCE ONLY. ACTUAL DIMENSIONS MAY VARY FROM MANUFACTURER TO MANUFACTURER. 40.4 G 4# 8 1# 10 G 1 SUBMIT DOCUMENTATION OF CALIBRATION ALONG WITH LOAD TAPES TO ENGINEER. 6•) BRANCH CIRCUITS TO HAVE A DEDICATED NEUTRAL FOR EACH CIRCUIT ON K-RATED TRANSFORMERS. 60.4 FG 4# 4 1# 4 G 1 1/4 3. INSTALL CONDUIT CONCEALED IN FINISHED AREAS UNLESS OTHERWISE NOTED. PAINT DAVIS 7.) FOR K-RATED TRANSFORMERS,PROVIDE PARALLEL NEUTRAL CONDUCTORS LUGS AT TRANSFORMERS,LOW VOLTAGE PANELBOARD,DISCONNECTS AND/OR LOAD. 70.4 G 4# 4 1# 8 G 1 1/4 EXPOSED CONDUIT TO MATCH EXISTING FINISHES WITHIN THE SURROUNDING AREA. 90.4 GX1 4# 2 1# s G 1 1/4 4. FIRE SEAL ALL FIRE RATED WALL AND FLOOR PENETRATIONS. REFER TO PARTNERSHIP 90.4 GX2 a# 2 1# 1/0 G 2 ARCHITECTURAL DRAWINGS FOR FIRE RATED WALLS. 100.4 G 4# 1 1# 8 G 1 1/2 110.4 GX 4# 1 1# 6 G 1 1/2 5 EXISTING INFORMATION SHOWN ON THE DRAWINGS HAS BEEN TAKEN FROM OWNER ARCHITECTS 125.4 G 4# 1/0 1# 6 G 2 FURNISHED DRAWINGS AND/OR LIMITED FIELD OBSERVATIONS. CATOR, RUMA & 150.4 G1 4# 110 1# 6 G 2 ASSOCIATES IS NOT RESPONSIBLE FOR THE ACCURACY OF ANY INFORMATION OR THE 150.4 G2 1# 1/0 1# 6 G 3 ADEQUACY, SAFETY AND CONFORMANCE TO CURRENT PREVAILING CODES OF ANY 2301 Blake Street,Suite 100 175.4 G 4# 2/0 1# 6 G 2 WORK SHOWN AS EXISTING ON THESE DRAWINGS. Denver Denver, CO 80205 303.861.8555 200.4 G 4# 3/0 1# 6 G 2 1!2 200.4 GX1 3 # 3/0, 1#400 N, 1# 6 G 2 1/2 225.4 FG 4# 4/0 1# 4/0 G 2 1!2 Vail 0225 Main Street, Unit C101 ONE-LINE DIAGRAM NOTES: Edwards, CO 81632 970.926.8960 250.4 G 4# 250 1# 4 G 3 250.4 GX1 4# 250 1# 3 G 3 350.4 GX 4# 500 -1# 3 G 3 1. PANELBOARDS INDICATED ON ONE LINE DIAGRAMS DO NOT SHOW ALL BRANCH CIRCUITS. �Qrt$t11t3t1 400.4 4# 500 1# 3 G 3 112 REFER TO PANELBOARD SCHEDULE(S). 400.4 G1 4# 500 1# 3 G 3 400.4 G2 2 1 4# 3/0 1# 3 G 2 1/2 1 2. EQUIPMENT SHOWN SHADED REPRESENTS EMERGENCY POWERED SERVICES. CATOR, RuNIA 6 AS,SOCIATES, CO. 450.4 G 2 1 4# 4/0 1# 2 G 2 1/2 1 CONSULTING MECH.ANICAVELECTRICALFNGINEFRS 500.4 G 2 [ 4# 250 1# 2 G 3 1 3. PROVIDE CONTINUOUS #10 INSULATED COPPER CONDUCTOR FOR BONDING THE 896 Tabor street.Lakewood,CO SOLOI-4700 500.4 GX 2 [ a# 250 1# 2 G 2 1/2 I EQUIPMENT GROUNDING TERMINAL BUSSES OF THE NORMAL AND ESSENTIAL BRANCH 2O3732-e20a=ax 303r233-3731 _craL�t°rauna.com■ww,.v.cat°mtma.mm - 250.5 GX 3 # 250, 2#4/0 N, 1# 6 G 3 CIRCUIT PANELBOARDS SERVING THE SAME INDIVIDUAL PATIENT VICINITY. MEC SEE MECH'L EQUIPMENT SCHEDULE XFMR ISEE TRANSFORMER SCHEDULE \N\��®.•••o ® s CU-R-1 CHILLER RTU RETURN MRI MRI ®• (SHC MRI) (SHC MRI) 30 HP SF-5 AC-1 AHU-7 ACC-1 • w M M M M M M M MDC(BUILDING)LOAD SUMMARY = - 34256 - IF F VFW o,� 1 200 •�, F F F F SERVICE ENTRANCE TRANSFORMER 1500.0 KVA % 6;JUL 1 '!V� ISCA=6,033 EXISTING PEAK DEMAND(PER HOLY CROSS) 825 KVA `ss1®•®•••••' /o NEC DEMAND FACTOR 125 / \\` o NEC CORRECTED PEAK DEMAND LOAD 1031 KVA p LOAD REMOVED MECH u 1ST FLOOR RENOV PROJ v PANEL"H1 A° -7.0 KVA � . ROOF ROOF PHARMACY/LOBBY/GIFTSHOP REMODEL PANEL"DPA1" -8.8 KVA € � W PANEL"EDPA" -207.0 KVA PANEL"MCC" 0.0 KVA H36 L3C H3A SHC MRI PROJECT PANEL"H1A" -1.0 KVA PANEL"DPA1" 3.4 KVA SUBTOTAL LOAD REMOVED -228.0 KVA NEW LOAD ADDED ISCA=6,852 ISCA=6,636 GENERATOR ADDITION PROJECT 30OKW GENSET DERATED 254KW 317.5 KVA JACKET HEATER 3.0 KVA BATTERY CHARGER 1.5 KVA LTG/REC 1.5 KVA FOP-1 0.7 KVA THRID FLOOR THIRD FLOOR TRANSFER PUMP 0.8 KVA LAB REMODEL PROJECT LOAD REDUCED FROM PANEL"EDPA" -16.5 KVA NEW LOAD ADDED TO PANEL"EH2C" 56.8 KVA NEW LOAD ADDED TO PANEL"EH2D" 23.0 KVA LAB LTG LOAD ADDED TO PANEL"H2A" 2.0 KVA 250.5GX NEW PANEL PANEL"NL2D1" 0.0 KVA EXISTING PANEL"ESED"/"PHARMACY" 27.7 KVA �hUrI .1CIwS` C�I q � NEW PANEL PANEL"NL2LAB" 26.1 KVA :__. .,. ,.. w ..,.,.w} STEADMAN HAWKINS CLINIC PROJECT L2D NL2D1 LOAD REDUCED FROM PANEL"EDPA" -1.1 KVA ADD NO. 1 7-9-08 �k2 20OA3P ,, 100.413 LAB LTG LOAD ADDED TO PANEL"H2A" 85.6 KVA SHC ASI NO. 1 8-7-08 CB H MRI PROJECT NEW LOAD ADDED TO PANEL"DPA1" 4.8 KVA 20OA3P NEW LOAD ADDED TO PANEL"H1A" 14.2 KVA NL2LAB TO PANEL "ESED,/„PHARMACY„ NEW LOAD ADDED TO PANEL"H2A" 22.4 KVA RE:ONE LINE DIAGRAM EAST SUBTOTAL LOAD ADDED 528,7 KVA 250.5GX ISCA=7,195- NORMAL NEW TOTAL BUILDING LOAD 1331.9 KVA 250.5GX 1603.9 AMPS F EXISTING"MDC"BUS RATING 2000.0 AMPS EXISTING SERVICE FEEDER RATING 3040.0 AMPS XFMR 12 TO ATS-8 TO ATS-9 ISCA=3,761 (CRITICAL (EQUIPMENT 2ND FL 2ND FL -K »TNL2LAB" 1ST FLR C-SEC 2ND FLR LDRP ATRIUM, POST ELEC, FCU-1 SPARE _ #1/OG BRANCH) BRANCH) LAB LTG LAB LTG 45 ATRIUM COVING HALLWAY ROOM ELEC PARTUM LOBBY, o - LOAD SUMMARY"MCC"(12OOA$WITCH) LOADS LOADS LTG LTG LTG LTG RM. LTG NURSE WAITING Ln - BAY LTG LTG ° I a v XFMR 90.4GX1 MECH 50.3GX cn 175.3G 150.4G 400.4GX EXISTING PEAK DEMAND PER 30 DAY METERING KVA NEC DEMAND FACTOR x125% - - - - - - - - - - - - - - - - - - - - - - - - - - - NEC CORRECTED PEAK DEMAND LOAD 0.0 KVA SPARE LOAD REMOVED PANEL"DPA1" -3.4 KVA s P#�C31wt (I1 £ TIt' t }�I y ME11110M.,_« 20A1P 20A1P 70A3P 100A3P 7OA3P 100A3P 450A3P 20A1P 20A1P 20A1P 20A1P 20A1P 20A1P 20A1P 15A1P 20A1P 175A3P 150A3P 350A3P i PANEL"HI A" -1.0 KVA L--- --- ---------------- SUBTOTAL LOAD ADDED -4.4 KVA DISTRIBUTION PANEL "H2A" - ISCA=22,161 _ - - - - - - - - - - - NEW LOAD ADDED 800A, 277/48OV, 30, 4W PANEL"DPA1" 5.1 KVA PANEL"H1A" 0.3 KVA SHC MRI 70.0 KVA SUBTOTAL LOAD ADDED 75.5 KVA SECOND FLOOR SECOND FLOOR REVISED TOTAL DISTRIBUTION SECTION LOAD TBD KVA TBD AMPS 1 AREA OF WORK O H1A MOBIL SHC MRI CATH LAB I 2 667 ISCA=13 175A3P , ISCA=16,207 -- 70.4G J FIRST FLOOR FIRST FLOOR N Vail T N MRI - CB Valley _ CH-1 CH-2 . SF-1 C-1 P=6 PC-1 PC-2 COND-2 PCH-1 PCH-2 Medical N 20 HP 3 4 HP 15 HP 15 HP 3 HP 5 HP � � HBAt HBA_ / M M N LIEBERT M M M M M M M M CD INTERCEPTOR 1 Ce to F o TV S F F F F F F F 20OA3P 60A3P 30A3P 30A3P RS-R RS-R RS-R RS-R TO ATS#10 60A3P 60A3P 30A3P 30A3P 181 W.. Meadow Drive TO DISTRIBUTION CRITICAL BRANCH rn n o d d PANEL "DPA1„ o TO ATS#11 o N EQUIP. BRANCH _ � N ;3; Vail, Colorado II II II I 81657 TO DISTRIBUTION 225.4FG Q 250.4G 400.4132 70.4G 70.4G 60.4FG 70.4G MEC MEC MEC MEC MEC MEC MEC MEC MEC M M M 90.4GX2 PAD MOUNTED PANEL "EDPA" N p' cn cn vl cn cn 480/277V XFMR - - - - - - N WITH METERING BASE 1 ro Q I I ISCA-_36.119 I I I 1200A FUSES � SUBMA IN SHC MRI Remodel 600FRS_R 800LPS_R 120OA3P 600A3P 60L SPACE SPACE SPACE SPACE GFI GFI PS 60OA3P 800A3P I E 401A3PE 40OA3P 500A3P 175A3P 250A3P 40OA3P I 60A3P, 60A3P 60A3P 60A3P 60A3P 60A3P 60A3P 30A3P 30A3P 30A3P 15A3P 40A3P 40A3P 35A3P 15A3P 20A3P 60A3P 60A3P 6OA3P 60A3P I 1200A KPRC _ - - - - - - - - - - - - - - - - _ - - _ _ - - - . _ - - _ _ _ - - - - _ ISCA=35,052 MAIN DISTRIBUTION DISTRIB UT I ON CENT ER DISTRIBUTION C EN TER DISTRIBUTION CENTER CENTER MDC„ SECTION 2 "MCC" SECTION 3 1200A "MCC„ SECTION 4 1200A MCC„ SECTION 5 1200A #3/#3/OG 2000A BUS, 277/48OV, 3 BUS, 277/48OV, 30, 4W BUS, 277/48OV, 30, 4W BUS, 277/48OV, 30, 4W ` [ { { 0 4W 50 OOOAIC 50 OOOAIC 50 OOOAIC 50 OOOAIC to ��w .....�.�. - Sheet Title: EXISTING 8[4#500. MCM,1#3/013 4 C.] COLD BLDG. WATER STEEL ELECTRICAL BASEMENT PIPE BASEMENT ONE-LINE PARTIAL ELECTRICAL NE-LINE DIAGRAM WEST NORMAL ENTRANCE DIAGRAM SCALE: NONE _ PERMIT SET 2 JUNE 2008 �.. Sheet Number: W E Q AUG 2 e 200 TOWN OF VAIN DPA Project: 08901.00-000 - - 2008 CAD. KBathke XREF tb.dw tb b.dw 11me.dw tb a.dw 1 08 5 00 ® 1.21 m REV. 08 25 Cator, Ru ma Assoc.& FILENAME.P. WMC 2008 015 MRI REMODEL CAD ELEC P 1LINE.DWG E3.01 ' PLOT. 2 2 8 , - / / 9 9 9 9 RS COPYRIGHT 2008-DAVIS PARTNERSHIP P.C. SEMEN FEEDER SCHEDULE TRANSFORMER SCHEDULE M000111111 KEY CO DOCTORS � GENERAL NOTES. " KEY(6) HV FLA LV FLA HV PROT(1)HV PROT(1) HIGH VOLTAGE FEEDER(3) LV PROT(2) LV PROT(2) LOW VOLTAGE FEEDER(3) GROUNDING(4) DIMENSIONS(5) WEIGHT BTUH NOTE 30.3 3# 10 3/4 ■ ■ - 480 V 208 V CCT BRKR SWITCH FUSE CONDUCTORS "C CCT BRKR SWITCH FUSE CONDUCTORS "C CNDTRS "C HIGH WIDE DEEP (5) TPT(5) 30.3 G 3# 10 1# 10 G 3/4 1• WORK INCLUDED IN THE CONTRACT IS DENOTED IN BOLD. EXISTING CONDITIONS.TO ■ , T30 36.1 83.3 45 A 3 P 60 A 3 P FRS-R-45 3# 6 1# 10 G 1 100 A 3 P 100 A 3 P FRN-R-100 4# 2 ,1# 8 G 1-1/4 1#8 3/4 30.00 20.13 16.00 370 5753 50 REMAIN ARE DENOTED LIGHTLY. .3 G 3# 6 1# 10 G 1 ■T45 54.1 124.9 70 A 3 P 3# 4 1# 8 G 1-1/4 150 A 3 P 4# 1/0 1# 6 G 2 1#6 3/4 39.25 26.13 20.00 480 7425 50.3 GX 3# 6 1# 8 G 1 Now TK4-45 54.1 124.9 70 A 3 P 3# 4 1# 8 G 1-1/4 150 A 3 P 5# 1/0 1# 6 G 2 1#6 3/4 3938 2613 20 2, PROTECT STRUCTURE AND OWNER EQUIPMENT FROM DAMAGE. IMMEDIATELY REPLACE 00 480 7203 7 70.3 G 3# 4 1# 8 G 1 1/4 Noyes: 1J 0.3 G 3# 3 1# 8 G 1 1/4 PRIMARY O.C.o.c.PROTECTION PER NEC aso-3. OR REPAIR, TO ORIGINAL CONDITION, DAMAGE CAUSED BY THE CONTRACTOR WHETHER ■ ■ ■ EQUIPMENT APPEARS TO BE CURRENTLY IN USE OR NOT, UNLESS WRITTEN ■ ■ 2•) SECONDARY O.C.PROTECTION PER NEC 450-3. 175.3 G 3# 2/0 1# 6 G 2 AUTHORIZATION FROM THE OWNER INDICATED OTHERWISE. PREPARE LISTING OF ALL 3•) ALL CONDUCTORS ARE COPPER. SEE PLANS FOR INCREASED CONDUCTOR SIZES DUE TO VOLTAGE DROP ETC: 20.4 G 4# 12 1# 12 G 3/4 EXISTING DAMAGED ITEMS AND SUBMIT TO OWNER PRIOR TO BEGINNING WORK. 4•) BONDING AND GROUNDING CONDUCTOR PER NEC 250-66. 40.4 G 4# 8 1# 10 G 1 5.) DIMENSIONS,WEIGHTS&BTUH OUTPUT SHOWN ARE FOR REFERENCE ONLY. ACTUAL DIMENSIONS MAY VARY FROM MANUFACTURER TO MANUFACTURER. 60.4 FIG 4# 4 1# 4 G 1 1/4 3. INSTALL CONDUIT CONCEALED IN FINISHED AREAS UNLESS OTHERWISE NOTED. PAINT 6•) BRANCH CIRCUITS TO HAVE A DEDICATED NEUTRAL FOR EACH CIRCUIT ON K-RATED TRANSFORMERS. 70.4 G 4# 4 1# 8 G 1 1/4 EXPOSED CONDUIT TO MATCH EXISTING FINISHES WITHIN THE SURROUNDING AREA. 7.) FOR K-RATED TRANSFORMERS,PROVIDE PARALLEL NEUTRAL CONDUCTORS LUGS AT TRANSFORMERS,LOW VOLTAGE PANELBOARD,DISCONNECTS AND/OR LOAD. DAV I S 90.4 GX1 4# 2 1# $ G 1 114 90.4 GX2 4# 2 1# 1/0 G 2 4. FIRE SEAL ALL FIRE RATED WALL AND FLOOR PENETRATIONS. REFER TO 100.4 G 4# 1 1# 8 G 1 1/2 ARCHITECTURAL DRAWINGS FOR FIRE RATED WALLS. 110.4 GX 4# 1 1# 6 G 1 1/2 5. EXISTING INFORMATION SHOWN ON THE DRAWINGS HAS BEEN TAKEN FROM OWNER PARTNERSHIP 125.4 G 4# 1/0 1# 6 G 2 150.4 G1 1# 1/0 1# 6 G 2 FURNISHED DRAWINGS AND/OR LIMITED FIELD OBSERVATIONS. CATOR, RUMA & ARCHITECTS ASSOCIATES IS NOT RESPONSIBLE FOR THE ACCURACY OF ANY INFORMATION OR THE 150.4 G2 1# 2/0 # 6 G 3 ADEQUACY, SAFETY AND CONFORMANCE TO CURRENT PREVAILING CODES OF ANY 175.4 G 4# 2/0 1 1# 6 G 2 WORK SHOWN AS EXISTING ON THESE DRAWINGS. 200.4 G 4# 310 1# 6 G 2 112 Denver 2301 Blake Street,Suite 100 200.4 GX1 3 # 3/0, 1#400 N, 1# 6 G 2 1/2 Denver, CO 80205 303.861.8555 225.4 FIG 4# 4/0 1# 4/0 G 2 1/2 250.4 G 4# 250 1# 4 G 3 0225 Main Street, Unit C101 250.4 GX1 4# 250 1# 3 G 3 ONE-LINE DIAGRAM NOTES. Vail Edwards,CO 81632 970.926.8960 350.4 GX 4# 500 1# 3 G 3 1. PANELBOARDS INDICATED ON ONE LINE DIAGRAMS DO NOT SHOW ALL BRANCH CIRCUITS. 400.4 4# 500 1# 3 G 3 1/2 400.4 G1 4# 500 1# 3 G 3 REFER TO PANELBOARD SCHEDULE(S). tr .400.4 G2 2 [ 4# 3/0 1# 3 G 2 1/2 1 450.4 G 2 [ 4# 4/0 1# 2 G 2 1/2 1 2. EQUIPMENT SHOWN SHADED REPRESENTS EMERGENCY POWERED SERVICES. 500.4 G 2 [ 4# 250 1# 2 G 3 ] 3, PROVIDE CONTINUOUS #10 INSULATED COPPER CONDUCTOR FOR BONDING THE CATOK, RuMA 8 AssocIATES, CO. 500.4 GX 2 [ 4# 250 1# 2 G 2 1/2 ] EQUIPMENT GROUNDING TERMINAL BUSSES OF THE NORMAL AND ESSENTIAL BRANCH cosu�Tmcros�cFr.axunuFCecrx�c�Levcaxx, 250.5 GX 3 # 250, 2#4/0 N, 1# 6 G 3 CIRCUIT PANELBOARDS SERVING THE SAME INDIVIDUAL PATIENT VICINITY. 8p6 Tabor Street■Lakewood,CO 80 0,a7oo 3C3/232-&206.=ax 303J233-3731 MEC SEE MECH'L EQUIPMENT SCHEDULE cra Elcatomana.com■aww.Catomtma.com XFMR ISEE TRANSFORMER SCHEDULE i IM 4;J; see 34256 �®n�;•JUL 11200 s� F° • ® '� ®0//ll/i f tf tl9tllt\`� i AHU-1 7 HP 'M VFD ISCA=11,005 RTU-1 75 HP M ISCA=11,187 40.46 40.36 15S1teeUISI0r1S3c"t$ �(Q EL-2 OMEB OEMA EL3C OMEC�f /OMED� EL3E 20 HP ISCA=16,390 /� M ADD NO. 1 7-9-08 M r N°o 40.36 F OR N OR7 OR8 C, OR9 EH3A EL3D ROOF ii ii II v Q < ¢ 70.36 200.4GX N L S 40.36 / 70.46 125.46 50.46 EL3A ISCA=2,529 50.4GX 50.4GX 50.4GX 50.4GX 110.4GX THRID FLOOR = 70.36 = 20.36 THIRD FLOOR 100.46 ISCA=1,781 EH2C ISCA=16,524 EL2A C-SECT EH2D ;.EI2B EL2B1 EL2C/ CLKAB' 60.3G 00.3GN XFMR � XFMR F XFMR _K XFMR - - _ _ 45 ISCA-2,531 ISCA-3,772 ISCA-19,351 ISCA=18,930 20.2G ISCA=18,201 _ 125.46 ISCA=3,714 EMERGENCY co % EMERGENCY CRITICAL o EQUIPMENT r ' w� �� BRANCH BRANCH 00 Prcltect InfdTrttln 150A3P ii 40OA3P ISCA=19,607 ATS #8 N ATS #9 80.46 � O TO NORMAL POWER 125.46 10OA3P TO NORMAL POWER 400.4GX 50.36EH1A� 125:4G 4004.GX EH2A EH2E� E E SPACES SPACE 150A3P 350A3P _ DISTRIBUTION PANEL "EH2B" J 277/48OV, 30, 4W 600A SECOND FLOOR SECOND FLOOR. f � EL1C EH1L ILL it AREA OF WORK Q v e EL1 A a 100.4G 1 Vail TO BLDG XFRM STEEL & COLD WATER FIRST FLOOR PIPE = F XFMR 100.4_6 o 450.46 EHBA ELBAt ELBA FIRST FLOOR Valley EMERGENCY EHBC EQUIPMENT BRANCH 60.46 Medical 60OA3P ATS #6 N EMERGENCY I Center LIFE SAFETY BRANCH N 125A4P ATS #5 EL-4 E u (NEUT. BONDED C 100.46 NOT SWITCHED) v' EHBB, � M LIBERT ELEV. EF IT COND HEAT 181 W. Meadow Drive 05 NEW PER-ACTION TRACTION EMERGENCY ISCA=29,811 N _ PRESS CRITICAL BRANCH E a SF 4 FAN XFMR FIRE SUPRESSION M ELEV Vail, Colorado 125A4P ATS #4 E M S M UNIT SHUNT (NEUT. BONDED O O <r WP 81657 NOT SWITCHED) F F F u T "T1B" TO TO a 12. v ISCA=26,024 (A 125.4G 50.3G 80.36 MECH 60.4G 150.4G 50 3 200.4G XFM 60.4G 60.4G 00.4G 0 G 20.2G 20.2G 20. G 1 G R 1 2 .2 2 SHC MRI Remodel 20OA3P TVSS TO ATS-7 RE:SHEET EO.5 60.36 100.46 70.46 450.4G 175.46 500.4GX 100.4G 70.4G 450.46 125A3P 90A2 10OA3P 100A3P 30A3P 60A3P 150A3P 150A3P N I SPACE ,n DISTRIBUTION PANEL "EHDP" DISTRIBUTION PANEL "ELDP" Sheet Title: GFI G 277/480V, 30, 400 600A 120/208V, 30, 400 400A � I MCB 60A3P !(D 100A3P � 100A3P � 450A3P � 175A3P 500A3P 100A3P tOOA3P 450A3P 175A3P I ELECTRICAL 1200A3P MCB TO FACP FOR cn _ NOTIFICATION _ _ _ _ - - - - _ - E.� ONE LINE DISTRIBUTION PANEL „EDPA„ „DISTRIBUTION PANEL. EDPB OOOA TO IT LEEBERT 277 480V 3� 400 1200A 277 48OV 3� 4W 1200A - - / / - AC UNIT SHUT DIAGRAM 65,000 AIC 35,000 AIC ISCA 6,831 DOWNS 200.46 TO "MDC" EPO SWITCH CONTACTOR CONTROLLER / IN IT ROOM PROVIDE NEW SHUNT TRIP WIRING PERMIT SET , Z JUNE 2008 BASEMENT AS REQUIRED TO "GDHBA". RE:SHEET E0.5 BASEMENT d Sheet Number: D PARTIAL ELECTRICAL ONE LINE DIAGRAM WEST-.. EMERGENCY 600KUV GENERATOR FOR REFERENCE ONLY - . SCALE. NONE AUG 2 6 coos 2 t/A IL ■ T Cator, Ruma & Assoc. FILENAME.P. WMC 2008 0 1 5 MRI REMODEL C AD ELEC P 1 INE.DWG E3.02 PLOT. 08/25/2008 @ 1:21 m REV. 08/25/2008 CAD. KBathke XREF. tb.dw tb-b.dwg 11me.dw tb a.dw D PA Project: 0890 1 00 .000 COPYRIGHT 2008-DAVIS PARTNERSHIP P.C. ■ ■ ■ TRANSFORMER SCHEDULE FEEDER SCHEDULE KEY(6) HV FLA LV FLA HV PROT(1)HV PROT(1) HIGH VOLTAGE FEEDER(3) LV PROT(2) LV PROT(2) LOW VOLTAGE FEEDER(3) GROUNDING(4) DIMENSIONS(5) WEIGHT BTUH NOTE KEY CO DUCTORS "C GENERAL NOTES: K E 1 NOTES: ■ . ■ 20 CC BRKR SWITCH FUSE CONDUCTORS "C CC BRK SWITCH FUSE CONDUCTORS "C CNDTRS "C HIGH WIDE DEEP 5 TPT 5 30.3 3# 10 3/4 ■ , 480 V 8 V T T R T O O T30 36.1 83.3 45 A 3 P 60 A 3 P j FRS-R-45 3# 6 1# 10 G 1 100 A 3 P 100 A 3 P FRN-R-100 4# 2 1# 8 G 1-1/4 1#8 3/4 30.00 20.13 16.00 370 5753 30.3 G 3# 10 1# 10 G 3/4 1. WORK INCLUDED IN THE CONTRACT IS DENOTED IN BOLD. EXISTING CONDITIONS TO O PROVIDE THREE PHASE DIGITAL RECORDING CIRCUIT ANALYZER (DRANETZ 808, BMI ■ T45 54.1 124.9 70 A 3 P 1 3# 4 1# 8 G 1-1/4 150 A 3 P 4# 1/0 1# 6 G 2 1#6 314 39.25 26.13 1 20.00 480 7425 50.3 G 3# 6 1# 10 G 1 REMAIN,ARE DENOTED LIGHTLY. 3030 OR EQUAL ON INDICATED PANEL FEEDERS FOR A PERIOD OF THIRTY DAYS • ■ . ?K4A4 54.1 124.9 70 A 3 P 3# 4 1# 8 G 1-1/4 150 A 3 P 5# 1/0 1# 6 G 2 1#6 3/4 39.38 26.13 20.00 480 7203 7 50.3 GX 3# 6 1# 8 G 1 PRIOR TO THE START OF CONSTRUCTION TO VERIFY EXISTING LOAD. CIRCUIT ■ NOTES 1•) PRIMARY O.C.PROTECTION PER NEC 450-3. 70.3 G 3# 4 1# 8 G 1 1/4 2. PROTECT STRUCTURE AND OWNER EQUIPMENT FROM DAMAGE. IMMEDIATELY REPLACE ANALYZER SHALL RECORD VOLTAGE, AMPERAGE, KVA AND POWER FACTOR FOR NONE 2J SECONDARY O.C.PROTECTION PER NEC 450-3. 80.3 G 3# 3 1# 8 G 1 1/4 OR REPAIR, TO ORIGINAL CONDITION, DAMAGE CAUSED BY THE CONTRACTOR WHETHER EACH PHASE AND AVERAGE FOR ALL PHASES. ANALYZER SHALL ALSO RECORD A 3J ALL CONDUCTORS ARE COPPER. SEE PLANS FOR INCREASED CONDUCTOR SIZES DUE TO VOLTAGE DROP ETC. 175.3 G 3# 2/0 1# 6 G 2 EQUIPMENT APPEARS TO BE CURRENTLY IN USE OR NOT, UNLESS WRITTEN PER DAY MAXIMUM DEMAND. THE CONTRACTOR SHALL COMPILE A SUMMARY 4•) BONDING AND GROUNDING CONDUCTOR PER NEC 250-66. 20.4 G 4# 12 1# 12 G 3/4 . AUTHORIZATION FROM THE OWNER INDICATED OTHERWISE. PREPARE LISTING OF ALL REPORT LISTING MAXIMUM READINGS AND SUBMIT THE REPORT AND TAPE TO THE 5.) DIMENSIONS,WEIGHTS&BTUH OUTPUT SHOWN ARE FOR REFERENCE ONLY. ACTUAL DIMENSIONS MAY VARY FROM MANUFACTURER TO MANUFACTURER. 40.4 G 4# 8 1# 10 G 1 EXISTING DAMAGED ITEMS AND SUBMIT TO OWNER PRIOR TO BEGINNING WORK. ENGINEER. ANALYZER SHALL HAVE BEEN CALIBRATED IN PREVIOUS 60 DAYS. 6•) BRANCH CIRCUITS TO HAVE A DEDICATED NEUTRAL FOR EACH CIRCUIT ON K-RATED TRANSFORMERS. 60.4 FG 4# 4 1# 4 G 1 1/4 3. INSTALL CONDUIT CONCEALED IN FINISHED AREAS UNLESS OTHERWISE NOTED.. PAINT SUBMIT DOCUMENTATION OF CALIBRATION ALONG WITH LOAD TAPES TO ENGINEER. DAV I S 7.) FOR K-RATED TRANSFORMERS,PROVIDE PARALLEL NEUTRAL CONDUCTORS LUGS AT TRANSFORMERS,LOW VOLTAGE PANELBOARD,DISCONNECTS AND/OR LOAD. 70.4 G 4# 4 1# 8 G 1 1/4 EXPOSED CONDUIT TO MATCH EXISTING FINISHES WITHIN THE SURROUNDING AREA. - 90.4 GX1 4# 2 1# 8 G 1 114 PARTNERSHIP 90.4 Gx2 a# 2 1# 110 G 2 4. FIRE SEAL ALL FIRE RATED WALL AND FLOOR PENETRATIONS. REFER TO 100.4 G 4# 1 1# 8 G 1 1/2 ARCHITECTURAL DRAWINGS FOR FIRE RATED WALLS. 110.4 GX 4# 1 1# 6 1 1/2 ARCHITECTS 125.4 G 4# 1/0 11# 6 G 2 5. EXISTING INFORMATION SHOWN ON THE DRAWINGS HAS BEEN TAKEN FROM OWNER 150.4 G1 4# 1/0 1# 6 G 2 FURNISHED DRAWINGS AND/OR LIMITED FIELD OBSERVATIONS. CATOR, RUMA & 150.4 G2 11# 1/0 1# 6 G 3 ASSOCIATES IS NOT RESPONSIBLE FOR THE ACCURACY OF ANY INFORMATION OR THE 175.4 G 4# 2/0 1# 6 G 2 ADEQUACY, SAFETY AND CONFORMANCE TO CURRENT PREVAILING CODES OF ANY Denver 12301 Blake Street,Suite 100 200.4 G 4# 3/0 1# 6 G 2 1/2 WORK SHOWN AS EXISTING ON THESE DRAWINGS. I Denver, CO 80205 303.861.8555 200.4 GX1 3 # 3/0, 1#400 N, 1# 6 G 2 1/2 225.4 FG 4# 4/0 1# 4/0 G 2 1/2 Vail 0225 Main Street, Unit C101 � 250.4 G 4# 250 1# 4 G 3 Edwards, CO 81632 970.926.8960 250.4 GX1 4# 250 1# 3 G 3 ONE-LINE DIAGRAM NOTES: 350.4 GX 4# 500 1# 3 G 3 400.4 4# 500 1# 3 G 3 1/2 1. PANELBOARDS INDICATED ON ONE LINE DIAGRAMS DO NOT SHOW ALI_ BRANCH CIRCUITS. CICISl1It811 _ 400.4 G1 4# 500 1# 3 G 3 REFER TO PANELBOARD SCHEDULE(S). 400.4 G2 2 [ 4# 310 1# 3 G 2 1/2 l CATOR, RuNtA 6 AssoCLALTES, Co. 450.4 G 2 [ 4# 4/0 1# 2 G 2 1/2 I 2. EQUIPMENT SHOWN SHADED REPRESENTS EMERGENCY POWERED SERVICES. CGVSUMNG MECHANICATaELECTtCAL ENGINEER+", 500.4 G 2 [ 4# 250 1# 2 G 3 I 856 Tabor Street.Lakewood,CO 60LOI-4700 500.4 GX 2 [ 4# 250 1# 2 G 2 112 I 3. PROVIDE CONTINUOUS #10 INSULATED COPPER CONDUCTOR FOR BONDING THE 1=232-6200.Fax 303a33.3701 250.5 GX 3 # 250, 2#4/0 N, 1# 6 G 3 EQUIPMENT GROUNDING TERMINAL BUSSES OF THE NORMAL AND ESSENTIAL BRANCH Cr�cac�to tima.mm.nww.cat°mima.com MEC SEE MECH'L EQUIPMENT SCHEDULE CIRCUIT PANELBOARDS SERVING THE SAME INDIVIDUAL PATIENT VICINITY. XFMR SEE TRANSFORMER SCHEDULE �o®\UUIlit4ltittll/�®d: ROOF ROOF 4256 r ti �o t1Ut 11200& "a .: ®® a ®/VAL le STEADMAN- STEADMAN- HAWKINS HAWKINS X-RAY 1 X-RAY 2 i L3B L3B 1_3B XP-3 SECTION SECTION SECTION ' 20OA2P 100A2P 1 2 3 70A3P J THRID FLOOR THIRD FLOOR LOAD SUMMARY"DPA1" EXISTING PEAK DEMAND PER 30 DAY METERING KVA NEC DEMAND FACTOR x 125% NEC CORRECTED PEAK DEMAND LOAD 0.0 KVA LOAD REMOVED PANEL"L1E" -3.4 KVA , cl_ . 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V I 400FRN- I SPACE 100FRN_R 100FRN-R 100FR t00 90FRN-R - R TO DISTRIBUTION R 200FRN-R 200FRN-R 125ALPN-RK 100FRN-R 45FRN-R 200FRN-R 90AFRN-R 90FRN-R 200FRN SPACE 150FRN_ _ -R 100FRN-R SPACE 150FRN-R 150FRN-R. 200FRN Sheet Title: PANEL ,M 1000A FUSES � 400A3P j 200A3P j 200A3P j 200A3P j 100A3P 100A3P j 200A3P j t00A3P j 1 OOA3P j 200A3P j 200A3P j 200A3P j 200A3P j 400A3P I II 1000A FUSES 100A3P 100A3P t00A3P 100A3P 100A3P 100A3P 100A3P 100A3P 100A3P 200A3P 200A3P 200A3P (450A FUSE) I ELECTRICAL DISTRIBUTION PANEL DPA1 DISTRIBUTION PANEL DPA ONE-LINE 120/208V, 30, 4W 1200A 120/208V, 30 4W 1200A T 1 DIAGRAM 300 # / 1 OG COLD BLDG. WATER STEEL PIPE PERMIT SET 2 JUNE 2008 Sheet Number: BASEMENT BASEMENT OWE .PARTIAL NE LINE DIAGRAM . ....WEST NORMAL POWER AU 2 6 2006 0 0 SCALE: NONE ■ O N DPA Project: 9 1.00.000 CAD. KBathke XREF. tb.dw tb b.dw 11ine.dw tb a.dw 08 0 a & Assoc. FILENAME.P 2008 015 MRI REMODEL CAD ELEC P 1LINE.DWG E3.03 PLOT. 08/25/2008 ® 1.21 m REV. 08/25/2008 Cator Rum VVMC _ 9 9 9 COPYRIGHT20ee-DAVIS PARTNERSHIP P.C. ■ ■ ■ ■ GENERAL NOTES: 1. WORK INCLUDED IN THE CONTRACT IS DENOTED IN BOLD. EXISTING COND11IONS TO ■ TRANSFORMER SCHEDULE REMAIN ARE DENOTED LIGHTLY. . Now KEY(6) HV FLA LV FLA HV PROT(1)HV PROT(1) HIGH VOLTAGE FEEDER(3) LV PROT(2) LV PROT(2) LOW VOLTAGE FEEDER(3) GROUNDING(4) DIMENSIONS(5) WEIGHT BTUH NOTE 2. PROTECT STRUCTURE AND OWNER EQUIPMENT FROM DAMAGE. IMMEDIATELY REPLACE 480 V 208V CCT BRKR SWITCH FUSE CONDUCTORS "C CCT BRKR SWITCH FUSE CONDUCTORS "C CNDTRS "C HIGH WIDE DEEP (5) OTPT(5 OR REPAIR, TO ORIGINAL CONDITION, DAMAGE CAUSED BY THE CONTRACTOR WHETHER NONE E T30 36.1 83.3 45 A 3 P 60 A 3 P FRS-R-45 3# 6 1# 10 G 1 100 A 3 P 100 A 3 P FRN-R-100 4# 2 1# 8 G 1-1/4 1#8 3/4 30.00 20.13 16.00 370 5753 EQUIPMENT APPEARS TO BE CURRENTLY IN USE OR NOT, UNLESS WRITTEN T45 54.1 124.9 70 A 3 P 3# 4 1# 8 G 1-1/4 150 A 3 P 4# 1/0 1# 6 G 2 1#6 3/4 39.25 26.13 20.00 480 7425 AUTHORIZATION FROM THE OWNER INDICATED OTHERWISE. PREPARE LISTING OF ALL TK4-45 54.1 124.9 70 A 3 P 3# 4 1# 8 G 1-1/4 150 A 3 P 5# 1/0 ,1# 6 G 2 1#6 3/4 39.38 26.13 20.00 480 7203 7 EXISTING DAMAGED ITEMS AND SUBMIT TO OWNER PRIOR TO BEGINNING WORK. NOTES: 1.) PRIMARY O.C.PROTECTION PER NEC 450-3. 2•) SECONDARY O.C.PROTECTION PER NEC 450-3. 3. INSTALL CONDUIT CONCEALED IN FINISHED AREAS UNLESS OTHERWISE NOTED. PAINT DAVIS 3•) ALL CONDUCTORS ARE COPPER. SEE PLANS FOR INCREASED CONDUCTOR SIZES DUE TO VOLTAGE DROP ETC. EXPOSED CONDUIT TO MATCH EXISTING FINISHES WITHIN THE SURROUNDING AREA. 4•) BONDING AND GROUNDING CONDUCTOR PER NEC 250-66. 5.) DIMENSIONS,WEIGHTS 8,BTUH OUTPUT SHOWN ARE FOR REFERENCE ONLY. ACTUAL DIMENSIONS MAY VARY FROM MANUFACTURER TO MANUFACTURER. 4. FIRE SEAL ALL FIRE RATED WALL AND FLOOR PENETRATIONS. REFER TO PARTNERSHIP 6•) BRANCH CIRCUITS TO HAVE A DEDICATED NEUTRAL FOR EACH CIRCUIT ON K-RATED TRANSFORMERS. ARCHITECTURAL DRAWINGS FOR FIRE RATED WALLS. 7.) FOR K-RATED TRANSFORMERS,PROVIDE PARALLEL NEUTRAL CONDUCTORS LUGS AT TRANSFORMERS,LOW VOLTAGE PANELBOARD,DISCONNECTS AND/OR LOAD. ARCHITECTS 5. EXISTING INFORMATION SHOWN ON THE DRAWINGS HAS BEEN TAKEN FROM OWNER FURNISHED DRAWINGS AND/OR LIMITED FIELD OBSERVATIONS. CATOR, RUMA & ASSOCIATES IS NOT RESPONSIBLE FOR THE ACCURACY OF ANY INFORMATION OR THE ADEQUACY, SAFETY AND CONFORMANCE TO CURRENT PREVAILING CODES OF ANY 2301 Blake Street,Suite 100 WORK SHOWN AS EXISTING ON THESE DRAWINGS. Denver Denver, CO 80205 303.861.8555 Vail 1 0225 Main Street, Unit C101 ONE-LINE DIAGRAM NOTES: Edwards, CO 81632 970.926.8960 1. PANELBOARDS INDICATED ON ONE LINE DIAGRAMS DO NOT SHOW ALL BRANCH CIRCUITS. CCxrtSUtarlt REFER TO PANELBOARD SCHEDULE(S). 2. EQUIPMENT SHOWN SHADED REPRESENTS EMERGENCY POWERED SERVICES. CATOR, RuMA 9 .ASSOCIATES, CO. CONSULTING MECH.ANICAUE[ECTRICAL EYGINEM3 3. PROVIDE CONTINUOUS #10 INSULATED COPPER CONDUCTOR FOR BONDING THE 696 Tabor street.Lakewood,00SOLOI-4700 EQUIPMENT GROUNDING TERMINAL BUSSES OF THE NORMAL AND ESSENTIAL BRANCH 3C3r232-6200.=ax3o3/z33-37at CIRCUIT PANELBOARDS SERVING THE SAME INDIVIDUAL PATIENT VICINITY. 0r2 4catom2ma.comaaww.C2tomuna.com Dee 4256 • _ ,Avg. I 1 zoose 4(/ ROOF ROOF h ssueiit" Isl : ateee No ADD NO. 1 7-9-08 THRID FLOOR THIRD FLOOR SECOND FLOOR SECOND FLOOR F FIRST FLOOR CDLBA EDLBA FIRST FLOOR ISCA = 5424 ISCA = 5570 XFMR XFMR ISCA = 5591 ISCA = 5747 TK4 T FEEDER SCHEDULE 75 75 KEY CO DUCTORS "C ISCA = 16,800 ISCA 20,855 30.3 3# 10 3/4 30.3 G 3# 10 1# 10 G 3/4 1 50.3 G 3# 6 1# 0 G 1 Vail XFMR XFMR 50.3 GX 3# 6 1# 8 G 1 70.3 G 3# 4 1# 8 G 1 1/4 80.3 G 3# 3 , 1# 8 G 1 1!4 Valley 175.3 G 3# . 210 . 1# 6 G 2 20.4 G 4# 12 1# 12 G 3/4 SPARE SPACE SPARE SPARE SPACE SPARE SPARE SPACE SPACE Medical I SPACE SPACE SPACE 1 . . 40.4 G 4# 8 1# 10 G 1 .60.4 FG 4# 4 1# 4 G 1 1/4 12 20A3P 100A 100A 70A3P 110A3P 110A3P 110A3P 250A3P 1 1 400A3P 110A3P 125A3P 125A3P 110A3P 110A3P 100A3P 12 20A3P 70.4 G 4# 4 1# 8 G 1 1/4 enter 90.4 GX1 4# 2 1# 8 G 1 114 C - - - - - - - - JP1 - - - _ - - - 90.4 GX2 4# 2 1# 1/0 G 2 CRITICAL BRANCH SUB-DISTRIBUTION ISCA = 1 EQUIPMENT BRANCH SUB-DISTRIBUTION 100.4 G 4# 1 1# 8 G -1 1/2 PANEL "CDHBA„ ISCA = 22,802 PANEL °EDHBA" 110.4 GX 4# 1 400.412 1# 6 G 1 1/2 277/48OV, 30, 4W, 400A BUS 277/48OV, 30, 4W, 400A BUS 125.4 G 4# 1/0 1# 6 G 2 8� V V Meador/ Dr��/� 35,000 AIC 35,000 AIC 150.4 G1 4# 1/0 1# 6 G 2 Vail, Colorado 150.4 G2 1# 1/0 1# 6 G 3 Q ISCA = 2 ISCA = 29,570 175.4 G 4# 2/0 1# 6 G 2 81657 A ATS #11-EQ 200.4 G 4# 3/0 1# 6 G 2 1/2 .CRITICAI EQUIPMENT BRANCH 200.4 GX1 3 # 3/0, 1#400 N, 1# 6 G 2 1/2 "MCC" 225.4 FG 4# 4/0 1# 4!0 G 2 112 TO MCC 1 400A3P 250.4 G 4# 250 1# 4 G 3 ISCA = 26,164 ISCA = 29,570 250.4 GX1 4# 250 1# 3 G 3 ISCA = 2125 350.4 GX 4# 500 1# G 3 3 R AM c� p TO MCC 400.4 4# 500 1# 3 G 3 1/2 V C ■��■ I ■Rp emodel 400.4 G1 4# 500 1# 3 G 3 250.41 400.4G2 ISCA 2135 EPO TYPE DISCONNECT IS ISCA = 2140 400.4 G2 2 C 4# 310 1# 3 G 2 1/2 1 450.4 G 2 I 4# 4/0 1# 2 G 2 1/2 I INTEGRAL W/ GENSET 500.4 G 2 [ 4# 250 1# 2 G 3 ] - - - - - - - - - - - - - - - - _ CONTROL CABINET SPACE SPACE SPARE SPARE SPARE - 500.4 GX 2 [ 4# 250 1# 2 G 2 1/2 I 250.5 GX 3 # 250, 2#4/0 N, 1# 6 G 3 300KW 277/480V, 3�, 4W MEC SEE MECH'C EQUIPMENT SCHEDULE 200A 200A 100A3P 200A3P 175A3P 250A3P 400A3P 500A3P 1 Q 1 (�, CATERPILLAR GENSET, XFMR SEE TRANSFORMER SCHEDULE E 1254 KW DERATED FOR ALTITUDE 3 �1eri7Q"i GENERATOR DISTRIBUTION BOARD "GDHBA" 500.41 L _ EQUIPMENT Sheet Title. 277/48OV, 30, 4W, 500A BUS GROUND p /� 35,000 AIC, NEMA 3R 1 ELECTRICAL _ - - _ _ - - - _ _ a ONE-LINE BASEMENT BASEMENT DIAGRAM PARTIAL ELECTRICAL ONE LINE DIAGR AM WES T CRITICAL AND E QU IPMENT 3 0OKW GENERATOR) ONL Y SCALE: NONE PERMIT SET 2 JUNE 2008 Sheet Number: � Q AUG_ 2 12098 E3004 TOWN UV - Cator, Ruma & Ass oc. FILENAME.P. VMC 2008 015 MRI REMODEL CAD ELEC P 1 L I NE.DWG E 3.0 NOT ISSUED PLOT. 08 20 2008 ® 2.35 m REV. 08/20/2008 CAD. KBathke XREF. tb.dw tb-b.dwg 111ne.dw 9 tb a.dw 9 DPA Project: 0890 1.00 0 00 _ COPYRIGHT 2008-DAVIS PARTNERSHIP P.C. SEMEN ■ ■ V ■ GENERAL NOTES. 1. WORK INCLUDED IN THE CONTRACT IS DENOTED IN BOLD. EXISTING CONDITIONS TO ■ - V ■ . REMAIN ARE DENOTED LIGHTLY. WOMEN 2. PROTECT STRUCTURE AND OWNER EQUIPMENT FROM DAMAGE. IMMEDIATELY REPLACE OR REPAIR, TO ORIGINAL CONDITION, DAMAGE CAUSED BY THE CONTRACTOR WHETHER EQUIPMENT APPEARS TO BE CURRENTLY IN USE OR NOT, UNLESS WRITTEN AUTHORIZATION FROM THE OWNER INDICATED OTHERWISE. PREPARE LISTING OF ALL EXISTING DAMAGED ITEMS AND SUBMIT TO OWNER PRIOR TO BEGINNING WORK. 3. INSTALL CONDUIT CONCEALED IN FINISHED AREAS UNLESS OTHERWISE NOTED. PAINT DAV I S EXPOSED CONDUIT TO MATCH EXISTING FINISHES WITHIN THE SURROUNDING AREA. 4. ARE SEAL ALL FIRE RATED WALL AND FLOOR PENETRATIONS. REFER TO p ARCHITECTURAL DRAWINGS FOR ARE RATED WALLS. ARCHITECTS 5. EXISTING INFORMATION SHOWN ON THE DRAWINGS HAS BEEN TAKEN FROM OWNER FURNISHED DRAWINGS AND/OR LIMITED FIELD OBSERVATIONS. CATOR, RUMA & ASSOCIATES IS NOT RESPONSIBLE FOR THE ACCURACY OF ANY INFORMATION OR THE 12301 Blake Street,Suite 100 ADEQUACY, SAFETY AND CONFORMANCE TO CURRENT PREVAILING CODES OF ANY Denver Denver, CO 80205 303.861.8555 WORK SHOWN AS EXISTING ON THESE DRAWINGS. Vail 0225 Main Street, Unit C101 Edwards, CO 81632. 970.926.8960 ONE-LINE DIAGRAM NOTES: 1. PANELBOARDS INDICATED ON ONE LINE DIAGRAMS DO NOT SHOW ALL BRANCH CIRCUITS. CCCtSUtaT1 �r TO AUTOMATIC REFER TO PANELBOARD SCHEDULE(S). TRANSFER CAT0R, RuN1,4 6 Ass oC 1,NTES, CO. SWITCHES #1,2,3 2. EQUIPMENT SHOWN SHADED REPRESENTS EMERGENCY POWERED SERVICES. CONSULTING MECEANIC VLECTR1CALFNG3NEEKS 896 Tabor Street■Lakewood,CO U41-370D 3. PROVIDE CONTINUOUS #10 INSULATED COPPER CONDUCTOR FOR BONDING THE 3001232-6200.=ax sosrza3-3701 EQUIPMENT GROUNDING TERMINAL BUSSES OF THE NORMAL AND ESSENTIAL BRANCH era CWCatotNma.com,'AAw.catomlma-com ERVING THE SAME INDIVIDUAL PATIENT VICINITY. i i X-RAY RM. 2 AC NUCLEAR NUCLEAR MED. MED./ B. HUMIDIFIER AC-2 AC-4 AHU-2 X-RAY RAF-2 342 6 . ® r 40.3 40.3 30.3 20.3 �`� �`' AL SPARE 150.213 90.4G 150.3 175.413 7175A T4000A3P ®EMPTY ® EMPTY - -SPARE 40A 40A 30A 7A 5A 40A 100A 60FRN 100A 150A 175A A 60A3P 60A3P, 60A3P 60A3P 30A3P 30A3P 3OA3P 30A3P I 60A3P 10OA3P 100A3P 100A3P 20OA3P 20rOA3P A3P I I 1 2 3 4 5 6 7 8 1 2 3 5 7 9 11 13 L I – – – – –� – – – – – – – – – – _ „MCC" (SQUARED QMB – SAFELEX) "MDP" - 208V, 30, 3W 120/208V, 30, 4W 200A 1000A CLINIC CLINIC ORIGINAL PULLBOX LPD LPC BSMT. BSMT. P2 ELEC. RM. ELEC. RM. AMBULANCE BUILDING I I I UNIT MECH. EQ. ON ROOF) ELEC. DIST PNL 10OA3P 10OA3 FEEDERS CONING ( AHU ITE ROOM ROOM (ELEC. RM.) 20OA3P/200A FUSES M 480-120/208-3 10OA3P/100A FUSES 480-120/208V- PG- PGBHIA PGDHM P1 P3 PHAR- 3�-4W 75KVA RF LIEBERT BL1A1 XFMR CT 0-4W 500KVA M M MACY W WP TRANSFORMER O ADD NO. 1 7-9-08 L� TRANSFORMER CIRCUIT ROOM INTERCEPTOR SCANNER _ _ 3 O 4#250 MCM,1#413-3"C. BREAKER TV SS F W/SHUNT 20OA3P ISCA=38,077 125FRS XFMR XFMR 0 0 60.413 N METERS AND XFMR j CABINETS GROUND TO BUILDING STEEL AND COLD ri TO PANEL 121)" — — WATER PIPES T T N 30 RE:ONE LINE DIAGRAM WEST NORMAL N 45 N T M M HOLY CROSS 75 mi HOLY CROSS 500K VA METERING o N 277/480V-30 SECONDARY PAD XFMR XFMR 200.413 XFMR 1200.41 800.313 1 N P4G 2 00.413 600.413 100400.413 MOUNT XFMR `r d ISCA=19,783 —r-- T- SPARE SPARE 150LPS 60A 45A 70A SPARE 200A 110A 125LPS I 120OLPS 750A 600KTN 200KTN 600KTN 1000KTN 400KTN PRINGLE EXISTING HOLY CROSS ISCA=43,100 I 3000A3P GFCI I 20OA3P 60A3P 10OA3P 10OA3P 10OA3P 200A3P 20OA3P 20OA3P 1200A3P 1200A3P I I 60OA3P 40OA3P 60OA3P 1200, 40OA3P PRIMARY SYSTEM I V7E3622 V7E3633 V73604 HCP PRINGLE BOLTSW. BOLTSW. BOLTSW. BOLTSW. BOLTSW. 2000A 1 T325–WO1 2 T325-WO1 3 T325–WO1 4 T325–W01 5 T325–W01 ISCA°40,937 DISTRIBUTION PANEL "DHA„ PULLBOX—� "DLA" (WEYCO) Irt3teGt IIiL}31JTTw 4/0 GND TO COLD WATER PIPE 480V-30-4W 120/208V-30-4W AND MADE ELECTRODES 3000A, 100,000 AIC 3000A ITE 100,000 AIC WEATHERPROOF ENCLOSURE 6(4#500 MCM,1#1/OG-4"C) SERVICE ENTRANCE RATED WITH (2) SPARE 4"C. 500 KCMIL GROUND TO MDC SECOND FLOOR SECOND FLOOR MED. RECORDS CORRIDOR (OLD LAB) ISCA=9,324 KP-1 LA PB LPA PA LD LPL UA L1 Al F HUMIDIFIER CONDENSER X-RAY _ C-1 30.313 H 1 RM# 2 EL–PG ELEV. M BSMT. BSMT. F ELEC. RM. ELEC. RM. – – 80FRN 70FRN Vail I I 100A3P 100A3P Valley I Medical w I 200CRNR 150CRNR 150CRNR 100CRNR 100CRNR 70FRN 70FRN Center 20OA3P 20OA3P 20OA3P 10OA3P 10OA3P 10OA3P 10OA3P I ISCA°15,981 II 2 3 4 5 6 7 8 9 „ - - - - - - - - - - - - - 181 W. Meadow Drive "PP-1" (SQUARED QMB) IN BSMT. ELEC. RM. 120/208V, 30, 4W Vail Colorado 600A 81657 FIRST FLOOR FIRST FLOOR . . LEA NING LEARNING SHC MRI Remodel CE TER CENTER BIOMECH PGBLIA PGBLIAA LAB 3 : E L' 'd am ffif 110.413 Sheet Title: BASEMENT BASEMENT ELECTRICAL ONE-LINE - (REFERENCE Y PARTIAL ONE LINE DIAGRAM EAST NORMAL POWER ONL ) SCALE: NONE DIAGRAM G .�,�.....�,.w..: W E PERMIT SET 2 JUNE 2008 QSheet Number. AUG 21 zaoa TOWN wN 0F VAI Cator, Ruma & Assoc. FILENAME.P. VMC 2008_015 MR[ REMODEL CAD ELEC P–1LINE.DWG - E3.05 NOT ISSUE D P LO T. 08/20/2008 ® 2.34 m REV. 08/20/2008 C AD. KBath k e X R EF. tb.dw tb-b.dw 11tH .dw t b-a .dw DPA Project: 08901.00.000.; COPYRIGHT 2008-DAVIS PARTNERSHIP P.C. `,`� venom GENERAL NOTES: 1. WORK INCLUDED IN THE CONTRACT IS DENOTED IN BOLD. EXISTING CONDITIONS TO ■ • ■ REMAIN ARE DENOTED LIGHTLY. MENEM PROTECT STRUCTURE AND OWNER EQUIPMENT FROM DAMAGE. IMMEDIATELY REPLACE MENEM OR REPAIR, TO ORIGINAL CONDITION, DAMAGE CAUSED BY THE CONTRACTOR WHETHER EQUIPMENT APPEARS TO BE CURRENTLY IN USE OR NOT, UNLESS WRITTEN AUTHORIZATION FROM THE OWNER INDICATED OTHERWISE. PREPARE LISTING OF ALL EXISTING DAMAGED ITEMS AND SUBMIT TO OWNER PRIOR TO BEGINNING WORK. 3. INSTALL CONDUIT CONCEALED IN FINISHED AREAS UNLESS OTHERWISE NOTED. PAINT EXPOSED CONDUIT TO MATCH EXISTING FINISHES WITHIN THE SURROUNDING AREA. DAVIS 4. FIRE SEAL ALL FIRE RATED WALL AND FLOOR PENETRATIONS. REFER TO ARCHITECTURAL DRAWINGS FOR FIRE RATED WALLS. PARTNERSHIP 5. EXISTING INFORMA11ON SHOWN ON THE DRAWINGS HAS BEEN TAKEN FROM OWNER ARCHITECTS FURNISHED DRAWINGS AND/OR LIMITED FIELD OBSERVATIONS. CATOR, RUMA & ASSOCIATES IS NOT RESPONSIBLE FOR THE ACCURACY OF ANY INFORMATION OR THE ADEQUACY, SAFETY AND CONFORMANCE TO CURRENT PREVAILING CODES OF ANY WORK SHOWN AS EXISTING ON THESE DRAWINGS. 2301 Blake Street, Suite 100 Denver Denver, CO 80205 303.861.8555 ONE-LINE DIAGRAM NOTES: 0225 Main Street, Unit C101 Vail Edwards, CO 81632 970.926.8960 1. PANELBOARDS INDICATED ON ONE LINE DIAGRAMS DO NOT SHOW ALL BRANCH CIRCUITS. REFER TO PANELBOARD SCHEDULE(S). COf1Sti)t± 1t w vw. aww .aLGuvt.uuwu 2. EQUIPMENT SHOWN SHADED REPRESENTS EMERGENCY POWERED SERVICES. CATQR, Ri.IMA 8 ASSoCLATES, CO. 3. PROVIDE CONTINUOUS #10 INSULATED COPPER CONDUCTOR FOR BONDING THE CONSar_Tm C,MUCTIANICAUrcrCrn;CAr ENGI = EQUIPMENT GROUNDING TERMINAL BUSSES OF THE NORMAL AND ESSENTIAL BRANCH $ee Tabor Slreel■Lakewood,CO$0401-4/00 CIRCUIT PANELBOARDS SERVING THE SAME INDIVIDUAL PATIENT VICINITY. rata F-rnz�amaww myrim a rr��raavrl;nar.�mewwwrairm�narnm NLF Offif f/f``�®r�� B. ft s r i ® 4 4#4,#8G THHN-1"C. 4#4,#8G THHN-1„C LIFE SAFETY NURSES STATION PANEL E1A /EM1B /EC1C EC1A EC16'� �,ORA ORB BASEMENT BASEMENT OPERATING OPERATING STORAGE STORAGE ROOM ROOM 175.413 175.413 40.413 175.413 IS UE:fRevis.0 ADD NO. 1 7-9-08A MAX DEMAND 29 AMPS ATS MAX DEMAND 2nd FLOOR #2 54 AMPS 350.3 40A LIFE SAFETY BRANCH BOILER ROOM 4OA3P ATS LIFE SAFETY #3 EM1CA 225A CRITICAL BRANCH 2OOA3P CRITICAL ATS #1 400A EQUIPMENT BRANCH SPARE BASEMENT 2nd FLOOR 40OA3P MAX DEMAND DISCONNECT BOILER COND. UNIT AHU-4 50.413 SWITCH ROOM (ON ROOF) IN BSMT. ELECTRICAL ROOM EQUIPMENT 105 AMPS OFF EM 1A ELB—EQ ® M EM1C 200F� COMPUTER DUPLEX 20OA3P DATA RM. VACUUM AHU-3 P-1 P-2 AHU-5 EF-20 P-4 AHU-1 r PUMPS 10 .4 40.4G 30.3 20.3 30.3 30.3 30.3 20.3 . 20.3 20.3 30.3 100.413 175.413 40.413 350.3 P:IrOect �r2fQr1 Clatln j TR20R 100 40 40 15 30 25 25 7 15 30 100 175LPN 40LPN 300LPN SPARE tODA3P 30A3P 60A3P 60 3P/ /30A3P 30A3P 30A31 30A3P 30A3P 30A3P 30A3P 3OA3 100A3P 200A3P 60A3P 400A3P 60A3P ME z 1 /EEM 4 5 6 1 ff rg/,' 1011 12 13'� ,2//"EMCC SQUARE D QMB - SAFELEX „EDP" (SQUARE D QMB 120/208V, 30, 4W_ SAFELEX) 50% NEUTRAL 120/208V, 30, 4W 700.4 400A 600A GENERATOR 600FRN DISCONNECT I� 600A3P G EM GENERATOR • 40.413 175.413 350.3 V 150 KW, 0.8 PF ♦ all 188 KVA, 520A 208-12OV,30,4W PH ON / Valley 150A MAX TESTING 10/9/96 r Med ca l n Ce to r TO MAIN DISTRIBUTION PANEL "MDP" 181 W. Meadow Drive Vail, o V Colorado d 81657 SHC-MRI Remodel i Sheet Title: ELECTRICAL ONE-LINE PARTIAL ONE LINE DIAGRAM . EAST EMERGENCY PO WER (REFERENCE ONLY) DIAGRAM SCALE: NONE PERMIT SET 2 JUNE 2008 Sheet Number: D AUG 21 2 oo TOWN OF VAI ■ Cator, Ruma & Assoc. FlLENAME.P. VVMC 2008 015 MRI REMODEL CAD ELEC P 1LINE.DWG _ E 3 06(NOT ISSUED) PLOT. 08/20/2008 ® 2.34 m REV. 08/20/2008 CAD. KBathke XREF. tb.dw g tb—b.dwg 11ine.dw g d g D,P. _A...P..._r Project:c t.... 0.89 .. 1...0 0 00 0. . COPYRIGHT 2008-DAVIS PARTNERSHIP:P.C.