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B13-0164 PLANS.pdf
NOTE: CONTRACTOR TO COORDINATE STAGING, STORAGE, PARKING, CONSTRUCTION ACCESS ADJ. ADJUSTABLE MECH. MECHANICAL OWNER VAIL VALLEY MEDICAL CENTER smoss VAIL181 WEST MEADOW DRIVE, COLORADO 81657 MENNIN AND RELATED ISSUES WITH THE OWNER PRIOR TO COMMENCING WORK. A.F.F. ABOVE FINISH FLOOR MIN. MINIMUM APPLICABLE BUILDING CODE: 2012 INTERNATIONAL BUILDING CODE 2012 INTERNATIONAL MECHANICAL AND UNIFORM PLUMBING CODE 1 . ERECT AND MAINTAIN DUST-PROOF PARTITIONS AND CLOSURES AS REQUIRED AND AL. ALUMINUM MTL. METAL B.O. BY OWNER NO. NUMBER 2012 INTERNATIONAL FIRE CODE CONTACT: RYAN MAGILL (970)904-0066 OUTLINED BY THE HOSPITAL TO PREVENT SPREAD OF DUST, NOISE AND FUMES TO OCCUPIED 2012 INTERNATIONAL PLUMBING CODE Now N PORTIONS OF THE BUILDING AND TO PROVIDE FREE AND SAFE PASSAGE OF PERSONNEL AND CFT. CERAMIC FLOOR TILE O.C. ON CENTER 2012 INTERNATIONAL FUEL GAS CODE ARCHITECT DAVIS PARTNERSHIP, P.C. no GENERAL PUBLIC TO AND FROM OCCUPIED PORTIONS OF THE BUILDING. CONC. CONCRETE P. PAINT 2012 INTERNATIONAL ENERGY CONSERVATION CODE 0225 MAIN STREET, UNIT C101 ® � . CONT. CONTINUOUS P. LAM. PLASTIC LAMINATE 2012 INTERNATIONAL PERFORMANCE CODE EDWARDS, COLORADO 81632 ■ ■ ■ ■■ 2. GENERAL CONTRACTOR TO PROVIDE PROTECTION FROM DAMAGE DURING DEMOLITION AND CORR. CORRIDOR RB. RUBBER BASE 2011 NATIONAL ELECTRICAL CODE CONTACT: SCOTT NEVIN, AIA (970)926-8960 CONSTRUCTION WORK TO FLOOR AND FINISHED SURFACES TO REMAIN. CONTRACTOR SHALL 1997 EDITION OF THE UNIFORM CODE FOR THE COORD. COORDINATE RE: REFER TO MINIMIZE INTERFERENCE OF CONSTRUCTION WITH ONGOING BUSINESS. CONTRACTOR TO ABATEMENT OF DANGEROUS BUILDING STRUCTURAL MARTIN MARTIN CONTACT OWNER A MINIMUM OF SEVEN DAYS PRIOR TO COMMENCING DEMOLITION TO C.M.U. CONCRETE MASONRY UNIT REF. REFRIGERATOR ENGINEER 0225 MAIN STREET; SUITE C101 SCHEDULE WORK. CPT. CARPET RM. ROOM OCCUPANCY CLASSIFICATION: BUSINESS B ABOVE GRADE EDWARDS, COLORADO 81 632 DAVIS CWT. CERAMIC WALL TILE R.O. ROUGH OPENING STORAGE S-2 BELOW GRADE CONTACT: SEAN MOLLOY (970) 581 -2546 3. CONTRACTOR SHALL KEEP PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS D.W. DISHWASHER S.F. SQUARE FEET AND DEBRIS. REMOVE PROTECTIONS AT COMPLETION OF WORK. PROMPTLY REPAIR DAMAGES OCCUPANCY PARTNERSHIP EA. EACH SIM. SIMILAR CAUSED TO ADJACENT FACILITIES BY DEMOLITION AND/OR CONSTRUCTION WORK AT NO COST SEPARATIONS REQUIRED: NONE MECHANICAL/ BEAUDIN GANZE CONSULTING ENGINEERS TO THE HOSPITAL. ELEC. ELECTRIC S.S. STAINLESS STEEL ELECTRICAL 222 CHAPEL PLACE, UNIT AC-201 ELEV. ELEVATION STD. STANDARD ENGINEER P.O. BOX 9650 ARCHITECTS 4. DO NOT SCALE DRAWINGS. "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT EQ. EQUAL STDS. STANDARDS ACCESSORY USE AREAS: NONE AVON, COLORADO 81620 THE CONDITION IS THE SAME OR REPRESENTATIVE FOR ALL SIMILAR CONDITIONS, UNLESS EQUIP. EQUIPMENT STRUCT. STRUCTURE CONTACT: DAN KOELLIKER (970) 949-6108 2301 Blake Street, Suite 100 OTHERWISE NOTED. DETAILS ARE USUALLY KEYED AND NOTED "TYPICAL" ONLY ONCE WHEN EXT. EXTERIOR SUSP. SUSPENDED DenverlDenver, CO 80205 303.861.8555 THEY FIRST OCCUR AND ARE REPRESENTATIVE OF ALL SIMILAR CONDITIONS THROUGHOUT, EXIST. EXISTING (TYP.) TYPICAL INCIDENTAL USE AREAS: NONE UNLESS OTHERWISE NOTED. 0225 Main Street, Unit C101 F.D. FLOOR DRAIN TREAT. TREATMENT Vail 0225 CO 81632 970.926.8960 5. THE CONTRACTOR SHALL MAINTAIN THE EXISTING STRUCTURAL AND FIREPROOFING GA. GAUGE U.C. UNDER COUNTER / CABINET INTEGRITY THROUGHOUT THE ENTIRE PROJECT AREA. PROVIDE ELECTROLYSIS PROTECTION GALV. GALVANIZED U.C.L. UNDER CABINET LIGHT CONSTRUCTION TYPE: TYPE V B BETWEEN ALL DISSIMILAR METALS, WHERE THEY OCCUR. ALL EXISTING STRUCTURE TO REMAIN. GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED OTHERWISE •'iti eix�°� 6. THE OWNER SHALL BE CONTACTED IN REGARDS TO ANY SALVAGEABLE MATERIAL OR G.C. GENERAL CONTRACTOR V.I.F. VERIFY IN FIELD ALLOWABLE BUILDING AREA 9,000 SQUARE FEET ALLOWED HGT HEIGHT VCT. VINYL COMPOSITION TILE PER FLOOR: 200% SPRINKLER INCREASE MARTIN MARTIN . EQUIPMENT. ANY SALVAGEABLE ITEMS NOT TO BE REUSED OR WANTED BY OWNER SHALL 27000 SQUARE FEET PER FLOOR ADJUSTED ALLOWABLE 0225 MAIN STREET; SUITE C101 , BECOME PROPERTY OF THE CONTRACTOR. H.M. HOLLOW METAL W/ WITH CONTRACTOR TO BE DETERMINED EDWARDS, COLORADO 81632 HR. HOUR WB. WOOD BASE 970.581.2546 7. CONTRACTOR SHALL PROVIDE ADEQUATE BLOCKING IN WALLS TO RECEIVE ALL ATTACHED INSUL. INSULATION WD. WOOD EQUIPMENT, PLUMBING FIXTURES, MILLWORK, CASEWORK, ETC. NOTE: ALL FRAMING OR BEAUDIN GANZE CONSULTING ENGINEERS CONCEALED BLOCKING SHALL BE 18 GAUGE SHEET METAL. FACILITY TO BE JCAHO COMPLIANT; *TYPICAL ABBREVIATIONS. MAY NOT BE USED IN THE DRAWINGS. ACTUAL BUILDING AREA GROUND FLOOR: 9,677 GSF 222 CHAPEL PLACE, UNIT AC-201 JCAHO LIFE SAFETY GUIDELINES SUPERSEDE IBC AND LOCAL JURISDICTION'S AUTHORITY, SO PER FLOOR: SECOND FLOOR: 9,141 GSF P.O. BOX 9650 THIRD FLOOR: 9,197 GSF AVON, COLORADO 81620 NO EXCEPTIONS FOR NON-COMBUSTIBLE WOOD BLOCKING WILL BE ALLOWED. � 0 ABBREVIATIONS o a PARTICIPANTS 970.949.6108 8. PROVIDE SEALANT AROUND ALL PLUMBING FIXTURES WHERE THEY ABUT ADJACENT ACTUAL TENANT AREA: 21,338 NSF SURFACE. 9. CONTRACTOR SHALL PATCH, REPAIR AND PAINT WALLS, FLOOR AND CEILING AS REQUIRED 125 DOOR IDENTIFIER TOTAL BUILDING AREA: 28,015 GSF SHEET SHEET NAME REV. # REV. # REV.# REV.# REV.# FOLLOWING DEMOLITION OF EXISTING PARTITIONS AND EXISTING FINISHES. OFFICE NEW ROOM 10. ANY MISCELLANEOUS ITEMS OR MATERIALS NOT SPECIFICALLY NOTED, BUT REQUIRED FOR 000 1 IDENTIFIER REMODEL AREA: 2,026 SF ARCHITECTURAL THE PROPER EXECUTION OR INSTALLATION, OR PERFORMANCE OF THE WORK, SHALL BE INTERIOR A0.0 GENERAL INFORMATION PROVIDED BY THE CONTRACTOR. THE CONTRACTOR SHALL PERFORM HIGH QUALITY, A0.1 SPECIFICATIONS PROFESSIONAL WORK. MATERIALS SHALL BE JOINED IN A MANNER TO PROVIDE A UNIFORM, ELEVATION A0.2 DOOR HARDWARE, SCHEDULES, AND DETAILS ACCURATE FIT; WITH NEAT STRAIGHT LINES, FREE OF SMEARS OR OVERLAPS. INSTALL REFERENCE ALLOWABLE BUILDING HEIGHT: TWO STORIES/40 FEET ALLOWED EXPOSED MATERIALS APPROPRIATELY LEVEL, PLUMB, AND AT ACCURATE ANGLES, OR FLUSH ONE STORY/20 FEET WITH SPRINKLER INCREASE A0.3 INTERIOR FINISHES AND SCHEDULE WITH ADJOINING MATERIALS. O THREE STORIES/60 FEET ADJUSTED ALLOWABLE AR1.0 LIFE SAFETY PLAN KEY NOTE TAG AD1.0 DEMOLITION PLAN, LEGENDS AND NOTES Received 11 . WHERE PLUMBING FIXTURES, PIPING, MEDICAL GASES, ELECTRICAL FIXTURES, MECHANICAL A1.0 NEW CONSTRUCTION PLAN, LEGENDS AND NOTES By Carolyn Godfrey at 2:54 pm,May 13,2013 EQUIPMENT, OR ANY OTHER EQUIPMENT IS REMOVED, ALL PIPING AND/OR CONDUITS THAT A2.0 ROOF PLAN, EXTERIOR ELEVATIONS, NOTES AND DETAILS TOWN OF VAIL / 3" DIMENSION LINE ACTUAL BUILDING HEIGHT: FRONT: THREE STORIES/43'-4"TO PEAK/39'-9"TO PARAPET ARE ABANDONED SHALL BE CAPPED OFF BELOW THE FLOOR INSIDE WALLS OR ABOVE 4'-5s A7.0 INTERIOR ELEVATIONS CEILINGS AS APPROPRIATE. REAR: FOUR STORIES/61'-1" A7.1 INTERIOR ELEVATIONS 12. CONTRACTOR SHALL VISIT THE SITE AND BECOME COMPLETELY FAMILIAR WITH ALL ` ) A8.0 INTERIOR DETAILS EXISTING CONDITIONS PRIOR TO SUBMITTING PRICES AND STARTING WORK. THE CONTRACTOR ` 1 DETAIL IDENTIFIER PARKING REQUIREMENTS: 21,338/150=143 A9.0 REFLECTED CEILING PLAN, LEGEND AND NOTES SHALL NOTIFY THE ARCHITECT OF ANY CONDITIONS OR DISCREPANCIES ADVERSELY AFFECTING A1.1 THE DESIGN INSTALLATION PRIOR TO PROCEEDING WITH THE WORK (INCLUDING CONFLICTS HANDICAP REQUIREMENTS: 5/(IBC) WITH MECHANICAL DUCTS, STRUCTURE, PIPING, CONDUIT RUNS, MECHANICAL UNITS, LIGHT MECHANICAL FIXTURES, CEILING FEATURES OF FLOOR BELOW, FIRE SPRINKLERS LINES OR HEADS, ETC.) 1 DETAIL SECTION M1.0 MECHANICAL COVER SHEET - : - • r� I�C•� WHETHER EXISTING OR NEW. IDENTIFIER A1.1 ACTUAL SPACES: SURFACE: 21 M1.1 MECHANICAL SCHEDULES 13. GENERAL CONTRACTOR TO PROTECT AND CLEAN ANY EXISTING SURFACES WITHIN SCOPE GARAGE: 77 M1.2 MECHANICAL SPECIFICATIONS OF WORK THAT ARE TO REMAIN. TYPICAL SYMBOL DESIGNATIONS. ACTUAL HANDICAP SPACES: SURFACE: 3 GARAGE: 2 MD2.1 MECHANICAL DEMOLITION PLAN �� 04 M2.1 MECHANICAL PLAN-3RD FLOOR 14. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL MAY NOT BE USED IN THE DRAWINGS. M2.2 MECHANICAL ROOF PLAN AND ENGINEERING DRAWINGS, SPECIFICATIONS, OR EXISTING CONDITIONS. FIRE PROTECTION: FULLY SPRINKLERED P2.1 PLUMBING PLAN- 3RD FLOOR CO I SCOTT MICHAEL 15. CONTRACTOR TO CAREFULLY REVIEW AND ASSESS THE VARIOUS SLAB CONDITIONS AND 0 0 SYMBOLS P2.2 PLUMBING PLAN- ROOF * NE IN COORDINATE FLOOR PATCHING AND ADDITIONAL PREPARATION WITH FINISH TO BE INSTALLED; PROJECT DESCRIPTION: M3.1 MECHANICAL DIAGRAMS 202985 REFER TO A0.1 FOR SPECIFICATION GUIDELINES. RECONFIGURATION OF OFFICE SPACE. M3.2 MECHANICAL CONTROLS DIAGRAMS <1 �� I$ 16. CONTRACTOR TO SCHEDULE A CHALK WALK WITH THE ARCHITECT AND OWNER TO '� CONFIRM WALL LAYOUT. CONTRACTOR TO SCHEDULE AN ELECTRICAL BOX WALK WITH THE CONSTRUCTION RATING ELECTRICAL 5/10/201 - ARCHITECT AND OWNER. CONTRACTOR TO SCHEDULE A FINAL PUNCH WALK WITH THE E1.0 ELECTRICAL COVER SHEET ARCHITECT AND OWNER. IF MORE THEN ONE PUNCH LIST WALK THRU IS REQUIRED, STRUCTURAL FRAME 0 HR E1.1 ELECTRICAL SPECIFICATIONS CONTRACTOR IS TO COMPENSATE FOR ARCHITECT'S EXPENSES. INSULATION _ E1.2 ELECTRICAL SPECIFICATIONS (INCLUDING COLUMNS, ED2.1 ELECTRICAL DEMOLITION PLAN-3RD FLOOR 17. THE PRESENCE OF THE ARCHITECT OR REPRESENTATIVE ON THE JOB SITE DOES NOT GIRDERS, AND TRUSSES) E2.0 ELECTRICAL PLAN - GARAGE LEVEL PLAN INNIN 11 e ilit-iiisioI IMPLY CONCURRENCE OR APPROVAL OF THE WORK. THE CONTRACTOR SHALL CALL SPECIFIC OR ITEMS IN WRITING TO THE ATTENTION OF THE ARCHITECT TO OBTAIN THE ARCHITECT'S E2.2 ELECTRICAL POWER PLAN-3RD E2.1 ELECTRICAL LIGHTING PLAN-3RD FLOOR APPROVAL. NO CHANGES TO THE CONTRACT CAN BE MADE WITHOUT THE OWNER'S CONTACT BEARING WALLS WRITTEN APPROVAL. E2.3 ELECTRICAL PLAN-ROOF TYPICAL WALL TYPE EXTERIOR 0 HR E3.1 ELECTRICAL ONE-LINE DIAGRAM Vail 18. THE CONTRACT DOCUMENTS ARE THE RESPONSIBILITY OF ALL TRADES IN THEIR ENTIRETY. 5„ 5„ INTERIOR 0 HR E3.2 ELECTRICAL SCHEDULES WHERE REQUIREMENTS ARE SHOWN IN ONE SECTION OF THE SPECIFICATIONS OR DRAWINGS 3 8 METAL STUDS WITH 1 LAYER 8 GYPSUM BOARD, BOTH SIDES Valley BUT NOT ANOTHER, THE CONTRACTOR OR SUBCONTRACTOR IS NOT RELIEVED FROM PROVIDING EXTEND GYPSUM BOARD, INSULATION AND STUDS TO DECK. COMPLETELY FINISHED AND PROPERLY FUNCTIONING SYSTEMS. NONBEARING WALLS AND PARTITIONS Medical 19. ALL WORK UNDER THIS CONTRACT TO BE IN STRICT ACCORDANCE WITH REGULATIONS EXTERIOR 0 FOR CONTRACTORS PERFORMING WORK AT THE HOSPITAL AS FOLLOWS: NOTES: INTERIOR 0 Center A. PROVIDE OWNER WITH LIST OF ALL SUBCONTRACTORS, CONTACTS AND TELEPHONE 1 . PROVIDE SOUND ATTENUATION BATTS IN ALL NEW WALLS (TYPICAL). NUMBERS. 2. PROVIDE 6" STUD BEHIND TOILETS AND WHERE FINISHED DIMENSION OF WALL 7 1/4". B. CONSTRUCTION HOURS ARE 7:00 AM TO 5:00 PM, MONDAY THROUGH FRIDAY UNLESS OTHERWISE APPROVED BY THE OWNER, WITH AT LEAST 48 HOURS ADVANCE NOTICE. 3. DELETE INTERIOR LAYER OF GYPSUM BOARD AT COLUMN FURRING. FLOOR CONSTRUCTION 0 HR C. CONTRACTOR IS RESPONSIBLE FOR BAGGING ALL SMOKE DETECTORS AND IS RESPONSIBLE (INCLUDING SUPPORTING BEAMS FOR ANY COSTS INCURRED FROM DAMAGE TO ALARMS DUE TO DUST OR ANY OTHER CONSTRUCTION ACTIVITY. AND JOISTS) D. ANY WORK COORDI ATTED TOHROUGHFTHE OWNERTAND LOCALn FIRE FDEPAR ME NT.SYSTEM MUST BE 4 TYPICAL WALL TYPE 5 DRAWING INDEX Concierge E. CONTRACTOR SHALL NOT SHUT OFF OR PUT OUT OF SERVICE ANY SYSTEM/SERVICES 0.0 ROOF CONSTRUCTION 0 HR 0 0 Clinic WITHOUT FIRST COORDINATING WITH THE OWNER AT LEAST 72 HOURS IN ADVANCE. F. CONTRACTOR SHALL COORDINATE ALL WELDING VENTING, AND TIMES OF DEMOLITION AND (INCLUDING SUPPORTING BEAMS CONSTRUCTION WITH THE OWNER AND CONCURRENT OCCUPANCY OF THE BUILDING. AND JOISTS) US Bank Building 20. DIMENSIONS OF AND FROM EXISTING CONDITIONS HAVE BEEN TAKEN FROM EXISTING SITE LOCATION Suite 306 DRAWINGS AND/OR FIELD MEASUREMENTS. THE CONTRACTOR SHALL FIELD VERIFY ALL SHAFTS *1 -2 HR DIMENSIONS PERTAINING TO EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. (INCLUDING ELEVATOR) 108 South Frontage Road 21 . NOTIFY ARCHITECT OF ANY DISCREPANCIES UNCOVERED BY DEMOLITION; OR IF EXISTING Vail, Colorado 81657 CONDITIONS PREVENT LAYOUT FROM PROVIDING PROPER CLEARANCES. SCOPE OF WORK EXIT STAIR ENCLOSURES *2 HR WEST VAIL 22. CONTRACTOR TO REPAIR ANY DAMAGE FROM REMOVING EXISTING FINISHES OR WALLS TO L E,'.T NORTH INSURE THAT SURFACE IS SMOOTH AND PREPPED FOR PAINTING AND WALL COVERING. [i ee� . •-� PROVIDE THE MINIMAL FURRING POSSIBLE IF EXISTING WALLS OR DAMAGED WALLS CANNOT BE I�rT� Sheet Title: PROPERLY PREPARED TO RECEIVE NEW FINISH. *EXISTING CONDITION DOES NOT COMPLY. `�S1f , SOUTH F I��C EAST VAIL 23. REVIEW DEMOLITION OF AND PENETRATIONS THROUGH EXISTING STRUCTURE WITH WEST RoNTAGE RuAD �11y1 ; STRUCTURAL ENGINEER WHERE POTENTIAL OF ENCOUNTERING BEARING MEMBERS OR �� co-RE MEADOW , o REINFORCEMENT EXISTS. NOTIFY ARCHITECT IF EXISTING ASSEMBLIES DESIGNATED AS RATED DRl E REQUIRE MODIFICATION. oP� CIRCLE MEADOW EA, , GENERAL NOTES EE M o C� EPST DRIVE �DOW DRIVE WILLOW DPI BRIDGES ❑ BEAVER ROAD o ROAD w a GORE WILLOW m CREEK FO ROAD Permit Set 10 May 2013 I FOREST ROAD REST PLACE WILLOW �OqD Sheet Number: IROCKLEDGE HANSON RgMC ti ROPE ROAD L AOOO 0 °o N T 0.0 GENERAL NOTES o o SCOPE OF WORK o o BUILDING CODE INFORMATION o.0 VICINITY MAP NTT DPA Project: 13908.00.000 COPYRIGHT 2013-DAVIS PARTNERSHIP,P.C. GENERAL REQUIREMENTS Concrete Toppings: Acoustical Panel Ceilings: NEMEN Summary of Work: Provide self-leveling underlayments complying with the requirements of ASTM C94 over existing base slab so as to provide a smooth and level surface to receive finished flooring Submit Product Data and Material Samples. The work consists of interior renovation of office space into a medical clinic space. Clinic for patient consult and exam; no procedures or prolonged stay. 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 existing Acoustical Panel Ceilings: Comply with ASTM E 1264 for Class A materials, as determined by testing identical products per Contractor's Use of Premises: 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 of trowel ASTM E 84. Noomm During construction, Contractor shall have limited use of space indicated. Contractor's use of premises is limited only by Owner's right to perform work or employ other marks, uniform in texture and appearance and achieving the following tolerances when tested in accordance with ASTM E 1155. Manufacturer: Ardex, Inc. Ceiling Suspension Systems: contractors on portions of project. Direct-hung suspension system, with intermediate-duty structural classification according to ASTM C 635. MORIN Contract Modification Procedures: Upon the Owner's approval of a proposal from the Contractor, submitted either in response to a Proposal Request issued by the Architect or Interior Architectural Woodwork: Size attachment devices for 5 times the design load indicated in ASTM C 635, Table 1, Direct Hung, unless otherwise indicated.ce as a request for change from the Contractor,the Architect will issue a Change Order on AIA Document G701,for all changes to the Contract Sum or Contract Time. Submit Shop Drawings and Samples specified. Submittal to include fastening/assembly methods, all joinery details per AWI 400-G-10 AWI standards, locations,dimensions, Zinc-coated carbon-steel wire hangers, braces, and ties complying with ASTM A 641 (ASTM A 641 M), Class 1 zinc coating, soft temper. - Payment Procedures: finishes and rough-in for MEP devices. Dimensions on shop drawings to match dimension point of architectural drawings. Installation: ■ • ■ . Submit a Schedule of Values which breaks down the Contract Sum into at least one line item for each technical Specification Heading. Correlate the Schedule of Values with Quality Standard: Architectural Woodwork Institute's"Architectural Woodwork Quality Standards." Flush overlay.WIC Construction Style: Style A, Frameless.WIC Door and CISCA's "Ceiling Systems Handbook." no ■ ■■ the Contractor's Construction Schedule. Drawer Front Style: Flush overlay. CISCA's "Recommendations for Direct-Hung Acoustical Tile and Lay-in Panel Ceilings." Submit 3 notorized copies of each Application for Payment on AIA Document G702/703, in accordance with the schedule established in the Agreement. Gaps between doors/drawers to be equal and orthogonal. ASTM C 636, "Standard for Ceiling Suspension System Installations." For the Application submitted at Substantial Completion, submit partial releases of liens from each subcontractor or supplier for whom amounts were requisitioned on the Materials: pp p p pP q U.B.C. Standard 47-18. previous payment. Hardboard: AHA A135.4 DAVIS p y All grid to be Armstrong 15/16" prelude A exposed tee system; white. Medium-Density Fiberboard: ANSI A208.2 Coordination: Particleboard: ANSI A208.1, Grade M-2 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 Hardwood Plywood and Face Veneers: HPVA HP-1 Carpet: involved with planning or coordination of future activities, shall attend. Minutes of each meeting will be prepared by Contractor and distributed to all parties present. Contractor High-Pressure Laminate Grade: Grade 51-General Purpose (HGS, nominal thickness 0.050"/1.2mm . Submit Product Data and Color Samples. PARTNERSHIP to provide progress schedule at each OAC meeting indicatin g project work for the next three weeks. Grain Direction: Parallel to cabinet fronts. Prep floor as required and install a self-leveling compound (see Concrete Topping Slab section above)to provide a flat and level finished surface. Submittal Procedures: Edge Treatment: PVC edges if match available for counter laminate: refer to drawings and cut on cabinet surfaces. Installer Qualifications: Engage an experienced Installer who is certified by the Floor Covering Installation Board (FCIB)or who can demonstrate compliance with FCIB ARCHITECTS Coordinate submittal preparation with construction schedule,fabrication lead-times, other submittals and activities that require sequential operations. Adjustable Shelving: Shelf standards: K&V 255NV Brackets: K&V 256NP with melamine shelves, length of wall indicated,six shelves high. certification program requirements. 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 Countertops: Plastic Laminate by Wilsonart Laminate or equal. .048"thick. Carpet that have flame-spread and smoke-developed ratings of 25 or less and 450 or less, respectively,when tested according to ASTM E 84. Comply with CRI 104, Work. Architect to have seven working days to procees submittals, unless agreed to by Architect. No product may be substituted or assumed as equal;all deviations from Cabinet Interiors: White Melamine; unless noted otherwise 2301 Blake Street, Suite 100 Section 6, "Site Conditions." Denver specified products must be formally submitted in writing for approval by Architect and Owner;written approval issued via AIA documents. Cost for replacing and work disturbed Contact Adhesive: Provide Laminate manufacturer recommendation for the application. At completion of project, deliver to Owner full-width carpet equal to 5 percent of each type and color carpet installed, packaged with protective covering for storage. Denver, CO 80205 303.861.8555 b installation of unapproved substitution b Contractor. 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. p p p q p Yp p p g p g g Y� Pp Y pp p 1 1 pp Provide carpet as scheduled on the Drawings. 0225 Main Street, Unit C101 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 Casework to be installed level. Underside of upper cabinets to be installed at filler pieces, corners, and panels. Comply with CRI 104, Section, "Direct Glue-Down." Vail Edwards, CO 81632 970.926.8960 information on the label: Project Name Cabinet Hardware and Accessories: Sheet Vinyl Flooring: Date Hinges: Blum 706500 F5 FO with Mounting Plate 1751-17100 Submit Product Data and Color Samples. Refer to A0.3 for manufacturer and colors. Refer to A1.0 for location. • Name and Address of Contractor Pulls: to be determined. Prep floor as required and install a self-leveling compound (see Concrete Topping Slab)to provide a flat and level finished surface. Remove all debris, Name and Address of Subcontractor and Supplier Drawer guides: Accuride Medium Duty3832 easy glide slide with zinc finish. 125 degree opening. substances and other foreign materials. Install in strict accordance with manufacturer's written instructions with a minimum of seams over approved subfloor. MARTIN MARTIN Title of Appropriate Technical Specification Heading Locks: Disc Tumbler Cylinder Cam Locks. National Cam Locks. Perform moisture and concrete PF test prior to delivery and installation of flooring; testing and results to meet manufacturer's standards. Provide 0225 MAIN STREET; SUITE C101 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 Product Data: Submit(3)three copies and mark each copy to show applicable choices and options. manufacturer's standard warranty. Adhesive and heat-welded seams as recommended by the manufacturer. EDWARDS, COLORADO 81632 BHMA630/US 32D; unless noted otherwise. Shop Drawings: 970.581.2546 Submit newly prepared information drawn to scale. Contractor to indicate deviations from Contract Documents, including any addenda or change to the scope of the Furring, Blocking, Shims and Hanging Strips: Metal.or fire retardant treated only. No combustible material may be used. original scope of work. Do not 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 Painting: BEAUDIN Interior Wood Trim: Submit Product Data and prepared Color Samples. 222 CHAPEL EL CONSULTING ENGINEERS PLACE,PLACE, UNIT AC-201 by 11 inches but no larger than 30 by 42 inches. Architect will return the reproducible print. Contractor to absorb all costs associated with correction of substituted product if At completion of project, deliver to Owner a 1- al. 3.8-L container, properly labeled and sealed, of each color and type of finish coat paint used on Project. P.O. BOX 9650 deviation from Contract Documents not brought to Owner's and Architect's attention. Trim: 6% moisture content,warp free; stain grade maple. Nail and screw size and type appropriate. p p -gal. ) p p y Yp p g Paint: Manufacturer's first-line quality paint material of the various coating types as specified and as indicated on the finish Ian. AVON, COLORADO 81620 Samples: Submit 3 three sample finishes as specified and identical with the material proposed. Where variations are inherent in the material, submit at least 3 three units Installation: Mitre all joints; no cracks or rough surfaces. q it p gyp p p P ( ) p p p p ( ) 970.949.6108 that show limits of the variations. Provide shop drawings for the following items: Doors and Frames, Door Hardware, Casework, Casework Hardware, Casework Finishes, Comply with paint manufacturer's written instructions for surface preparation, environmental and substrate conditions, product mixing, and application. Paint, Acoustical Ceiling Tiles and Grid, and Carpet. Include product name or name of the manufacturer. Architect will review each submittal, mark as appropriate to indicate Joint Sealants: Interior Paint Schedule: action taken, and return copies less one retained. Submit Product Data and color Samples. Temporary Facilities and Controls: Compatibility: Provide joint sealants,joint fillers, and other related materials that are compatible with one another and with joint substrates under service and application A. Gypsum Board Substrates: 1. Lusterless(Flat) Emulsion Finish System: Two coats.i conditions.Standards: Comply with NFPA 241, "Standard or Safeguarding Construction, Alterations, and Demolition Operations;ANSI A10 Series standards for"Safety Requirements for con a. Primer: White, interior, latex-based rimer: Construction and Demolition"; and NECA Electrical Design Library's"Temporary Electrical Facilities." Electrical service shall be in accordance with NEMA NECA and UL Latex Sealant: At perimeter of door frames, plumbing fixtures and casework to walls(recess bead so that clear silicone bead can be applied on top). Pecora AC-20 one part p standards and regulations for temporary electric service. Install service in compliance with NFPA 70. acrylic latex caulk or equal. (1) Moore: Moorcraft Super Spec Latex Enamel Undercoater and Primer Sealer#253.Temporary Utilities: Elastometric Sealant: Comply with ASTM C 920. (2) S-W: PrepRite 2001-atex Wall Primer B28W200. Acrylic Sealant: One-part, non-sag, solvent-release-curing acrylic terpolymer sealant complying with AAMA 808.3 or FS TT-S-00230, or both,with capability,when tested per (3) KWAL:118000 EnviroKote Interior Zero VOC Primer/Sealer. Use of the Owner's existing sanitary facilities will be permitted, so long as facilities are cleaned and maintained in a condition acceptable to the Owner. At Substantial ASTM C 719,to withstand plus or minus 12.5 percent change in joint width existing at time of application without failing. Completion, restore these facilities to the condition prevalent at the time of initial use. Acrylic-Emulsion Sealant: One-part, non-sag, mildew-resistant, paintable, acrylic-emulsion sealant complying with ASTM C 834. b. Finish Coat: Interior, flat, latex based paint. Temporary Controls: Silicone-Emulsion Sealant: At cap strip of integral sheet vinyl floor and adjacent surface. Product complying with ASTM C 834 and, except for weight loss measured per (1) Moore:Moorcraft Super Spec Latex Flat#275. Maintain existing fire protection until modified system of fire-protection is in place. ASTM C 792,with ASTM C 920,that accommodates joint movement of not more than 25 percent in both extension and compression for a total of 50 percent. Dow Corning (2) S-W: ProMar 2001-atex Flat B30W200. Provide temporary barricades,warning signs, and lights to protect the public and construction personnel from construction hazards. 790 Silicone Building Sealant or equal. (3) KWAL:218010 EnviroKote Zero VOC Interior Latex Flat MPI 144 Product Requirements: Acoustical Sealant: Non-sag, paintable, non-staining, latex sealant complying with ASTM C 834. 2. Paint System-Acrylic Latex Egg-Shell Enamel: Two finish coats over primer with total dry film thickness not less than 3.5 mils. 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 Acoustical Sealant for Concealed Joints: Non-drying, non-hardening, non-skinning, non-staining, gunnable, synthetic rubber sealant recommended for sealing interior a. Primer: identified at time of submittal. The request for substitution shall be submitted in reasonable and timely manner for review, as not to delay construction. Substitution submittals concealed joints to reduce transmission of airborne sound. (1) Moore:Moorcraft Super Spec Latex Enamel Undercoater and Primer Sealer#253. shall include product information,test data, samples(if applicable), delivery time, and cost information. If deemed acceptable by the Owner and Architect,the substitution Exterior: provide compressive filler strip between new sidewalks and existing sidewalks, and between new foundation wall and new/old sidewalks. (2) S-W: PrepRite 200 Latex Wall Primer B28W200. submitted may be used by the Contractor. Acceptance of the substitution by the Owner and Architect does not relieve the Contractor of responsibility in performance or (3) KWAL:118000 EnviroKote Interior Zero VOC Primer/Sealer workmanship n relation to the substitution. The required warranties of an item of construction shall not be modified b substitutions. b. First and Second Coats: P q Y Y Wood Doors: Super Spec Latex Egg-Shell Enamel#274. Examination and Preparation: Submit Product Data and door schedule. (1) Moore:Moorcraft(2) S-W: ProMar 200Latex Egg-Shell B20W200. Examine substrates and conditions for compliance with manufacturer's written requirements including, but not limited to, surfaces that are sound, level and plumb;substrates Source limitations: Obtain flush wood doors through one source from a single manufacturer. (3) S-W: ProMar EnviroKote Zero VOC Interior Latex Eggshell Enamel. within installation tolerances; surfaces that are smooth, clean and free of deleterious substances; and application conditions within environmental limits. Do not proceed with Quailty Standard: Comply with WDMA I.S.1A-04. 3. Paint System: Low-Odor Semi-Gloss Alkyd Enamel finish: Three coats with total dry film thickness not less than 2.5 mils. installation until unsatisfactory conditions have been corrected. Prepare substrates and adjoining surfaces according to manufap cturer's written instructions. Factory Finish: Provide factory finished doors. Comply with WDMA finish requirements. Finish: WDMA TR-6 catalyzed polyurethane. Staining:As selected from a. Primer: White, interior, latex-based primer. Cutting and Patching: manufacturer standard colors or custom color in accordance with he approved sample to match existing. Factory finished doors to be installed just prior to substantial (1) Moore:Moorcraft Super Spec Latex Enamel Undercoater and Primer Sealer#253. rpm " 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 completion. Doors with significant graining deviations from approved sample to be returned/replaced prior to installation. (2) S-W: PrepRite 200Latex Wall Primer B28W200. "� before proceeding if unsafe conditions are encountered. Protect existing construction during cutting and patching to prevent damage. Temporarily cover o enin s when not in Examination: Examine doors before hanging. Reject doors with defects prior to hanging. Proceed with installation only after unsatisfactory conditions have been corrected. P 9 • 9 9 9 P 9 P 9 p Y p 9 (3) KWAL:118000 EnviroKote Interior Zero VOC Primer/Sealer use. Patch with durable seams that are as invisible as possible. Inspect and test patched areas to demonstrate integrity of the installation. Do not cut structural members without 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 b. First and Second Coats: Interior, Semi-Gloss, Low Odor,Alkyd Enamel. F C \ prior written approval of Architect and Structural Engineer. For patching provide materials whose installed performance will equal or surpass that of existing materials. For machining is required at project site.Adjust all doors to swing and operate freely. (1) Moore:Moorcraft Super Spec Alkyd Semi-Gloss Enamel#274. 04 0 Warranty: Provide full lifetime manufacturers warranty for Interior particle board core doors. exposed surfaces, provide or finish materials to visually match existing adjacent surfaces to the fullest extent possible. Manufacturer: Marshfield Door Systems (2) S-W: ProMar 200 Alkyd Semi-Gloss B34W200. � Q Installation: (3) KWAL:518010 EnviroKote Zero VOC Interior Latex Semi-Gloss Enamel. 0 Comply with manufacturer's written instructions for installation. Anchor each product securely in place, accurately located and aligned. Clean exposed surfaces and protect SCOTT MICHAEL from damage. If applicable, prepare surfaces for field finishing. Access Doors and Panels: c. 4. Paint System: Semi-Gloss, Water based, Epoxy Finish. Two finish coats over a primer. 9 pp P P 9• * NEVIN Final Cleaning: Submit Product Data. Paint of match adjacent surface. a. Primer: latex-based interior primer applied at spreading rate recommended by the manufacture to achieve a total dry film thickness of not less than 1.2 202985 Clean each surface or item as follows before requesting inspection for certification of Substantial Completion: Steel Sheet: ASTM A 366 commercial-quality, cold-rolled steel sheet with baked-on, rust-inhibitive primer. mils. Remove labels that are not permanent. Trimless, Flush Access Doors for Gypsum Board: Units consisting of frame, concealed edge trim, door, hardware, and complying with the following requirements: (1) KWAL:0880 ProFinish Latex Primer Sealer; low VOC. Clean transparent materials, including mirrors. Remove excess glazing compounds. Frame: 0.0598-inch thick steel sheet. b. First and second coats: Semi-gloss, water based epoxy applies at spreading rate recommended by the manufacture to achieve a total dry film thickness of A � Replace chipped or broken lass. Door: 0.047-inch thick steel sheet. not less than 2.6 mils. p pp g 5/10/20 Clean exposed finishes to a dust-free condition,free of stains,films and foreign substances. Concealed, Gypsum Board Edge Trim: 0.0299-inch zinc-coated or galvanized-steel sheet with face flange formed to receive joint compound. (1) KWAL:3165 Accu-Guard Water Epoxy Polyamide Coating; low VOC. Hinge: Concealed spring pin or continuous type. B. Ferrous Substrates: Leave concrete floors broom clean. Locks: Screwdriver-operated cam. 1. Paint System:Two finish coats over primary. Vacuum carpeted surfaces and wax resilient flooring. a. Primer: Synthetic rust-inhibiting primer: Architectural, Mechanical and Electrical Punchlist: (1) Moore:Alkyd Metal Primer M06. Provide Architect with a pre-punch list of items et to be completed prior to request for inspection. Architect to schedule punch list based on completion of installation of all Door Hardware: p p Y p p q p p p (2) S-W: Kern Kromik Metal Primer B50N2/B50W1. finishes and after final cleaning. arranty: 5 year repair or replacement of defective components. Lifetime warranty for replacing sagging levers and cylinder housing. g 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 (3) and Second Accu-Pro White Alkyd Rust Inhibiting Metal Primer. Closeout Submittals: b. First and Second Coats: Acrylic Latex. Record Drawings: Maintain a set of Contract Drawings as Record Drawings. Mark to show installation that varies from the Work as originally shown. Fire Exit Hardware. All hardware shall be ADA compliant. 9 g 9 (1) Moore:Moorcraft Super Sped Latex House and Trim#170. Door Hardware: As indicated in the Hardware Schedule on the Drawings. Non-removable hinge pins for exterior and public interior exposure. Operation and Maintenance Data: Organize data into 3-ring binders,with pocket folders for folded sheet information. Cylinders with 6-pin tumblers. Lead lined doors shall receive lead shielded hardware. (2) S-W: A-100 Latex House and Trim Paint A82 Series. Vail Finishes: Refer to A0.2 (3) KWAL:8200 Accu-Guard Acrylic DTM Semi-Gloss Finish. Closeout Procedures: Keying: Provide 4 change keys per lock, provide 6 masters. Valley Request Substantial Completion inspection once the following are complete: Toilet Accessories: Advise Owner of pending insurance changeover requirements. Submittals: Submit Record Drawings, Maintenance Manuals,Warranties and similar record information. Glazing: Submit: Product data for each toilet accessory item specified, including construction details relative to materials, dimensions, gages, profiles, mounting method,specified Warranty: 10 years. Deliver spare parts, extra stock and similar items. Submit Product Data and Samples. Comply with written instructions of glass product manufacturers; FGMAs"Glazing Manual"; and publications of AAMA, LSGA,and SIGMA. options, and finishes. Medical Complete startup testing of systems. Schedule indicating types, quantities, sizes and installation locations (by room)for each toilet accessory item to be provided for Project. Mounting height to be verified Remove temporary facilities and controls. Interior Clerestory Interior Door Lo 1 Tempered, Patterned Glass at Entry doors. with Owner prior to installation. enter Clerestory Lite: 1/4""float glass. p Complete final cleanup. Mirrors: Provide 1/4"beveled edge mirrors at width and height specified. Install mirror with adhesive setting compound, asbestos-free, produced specifically for setting mirrors Manufacturer: American Specialties, Inc. or equal. Owner to approve substitution prior to shop drawing submittal. Provide satin finish. Touch up, repair, replace and restore marred, exposed finishes. and certified by mirror and mastic manufacturer as compatible with glass coating and substrate on which mirrors will be installed. Products: Obtain final inspections from authorities having jurisdiction. Waste Receptacle: No.20458 Obtain certificate of occupancy. Grab Bars: Heavy duty 18 gauge grab bars; concealed with set screws; Satin Finish straight GA3-TR series& L shaped. 1-1/2 inches diameter by 36 inches long Upon receipt of a request for final inspection,Architect will proceed with inspection and advise the Contractor of unfilled requirements. Metal Framing and Supports: behind toilet; 1-1/2 inches diameter by 42 inches long to side of toilet; and provide 18"by 1-1/2"vertical bar per ANSI requirements. Arrange for each installer of equipment that requires operation and maintenance to provide instruction to Owner's personnel. Steel framing components for suspended and furred ceilings complying with ASTM C 645 and ASTM C 754. Toilet Tissue Dispenser: recessed twin hide a roll; No.20031. Warranties: Wire Ties: ASTM A 641 (ASTM A 641 M), Class 1 zinc coating, soft temper, 0.062-inch thick. Hook: 8425; height not to exceed 54"AFF. o n C i e rg e Submit written warranties to the Architect prior to the date certified for Substantial Completion. If the Architect's Certificate of Substantial Completion designates a Hangers: Wire,ASTM A 641 (ASTM A 641 M), Class 1 zinc coating, soft temper, 0.162-inch diameter. Shower seat: 8203, ivory;18"AFF maximum. commencement date for warranties other than the date of Substantial Completion for the Work, or as a designated portion of the Work, submit written warranties upon request Carrying Channels: Cold-rolled steel, 2 inches. Furring Channels: 7/8-inch deep, cold-rolled channels. Installation: Clinic of the Architect. Steel framing for partitions complying with ASTM C 645. Secure mirrors to walls in concealed, tamperproof manner with special fingers,toggle bolts, or screws. Set units plumb, level and square at locations indicated, When the Contract Documents require the Contractor, or the Contractor and a subcontractor, supplier or manufacturer to execute a special warranty, prepare a written Studs and Runners: In depth indicated and 0.0179-inch thick, unless otherwise indicated. according to manufacturer's instructions for type of substrate involved. 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 Rigid Hat-Shaped Furring Channels: In depth indicated and 0.0179-inch thick, unless otherwise indicated. Install grab bars to withstand a downward load of at least 250 lb., complying with ASTM F 446. US Bank Building final execution. Furring Brackets: Adjustable serrated-arm type fabricated from corrosion-resistant steel sheet 0.0329-inch thick. Suite 306 At Final Completion compile(2)two copies of each required warranty properly executed by the Contractor, or by the Contractor, Subcontractor, Supplier or Manufacturer. Provide double 16 gauge studs at each doorjamb; extend to structure above. Provide 20 gauge studs at 16"O.C. behind casework; provide 25 gauge studs at 16"O.C. Organize the warranty documents into an orderly sequence based on each technical Specification Heading. elsewhere; unless UL assembly requires different gauge. Request inspection for certification of final acceptance and final) payment, once the following are complete: Where new partitions adjoin existing construction,the new finished face shall align withhe existing finished face unless noted otherwise. End of Specifications 108 South Frontage Road q p p finally Y g p P 1 9 9 9 g Submit final payment request with releases of liens and supporting documentation. Vail, Colorado 81657 Include insurance certificates. Gypsum Board Assemblies: Submit consent of surety to final payment. Gypsum Wallboard: ASTM C 36, in thickness indicated,with manufacturer's standard edges. On completion of re-inspection,Architect will prepare a certificate of final acceptance. If the Work is incomplete,Architect will advise Contractor of the Work that is incomplete or Regular Type, and Type X where required for fire-resistance-rated assemblies.Water resistant. __ obligations that have not yet been fulfilled. Moisture Resistant Non-Rated Board:ASTM C 630, in thickness indicated. Regular Type and Type X where required for fire-resistance-rated assemblies. �� Accessories: Selective Demolition: Accessories for Interior Installation: Cornerbead, edge trim, and control joints complying with ASTM C 1047,formed from steel sheet zinc coated by hot-dip process or rolled Sheet Title:Unless otherwise indicated, demolished materials become Contractor's property. Comply with EPA regulations and disposal regulations of authorities having jurisdiction. zinc.Apply appropriate acoustical and water resistant sealants at all penetrations and joints. 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 Conduct demolition without disrupting Owner's occupation of the building. is required for fire-resistance-rated assemblies; and Level 2 finish where panels form substrates for tile. Items indicated to be removed and salvaged remain the Owner's property. Remove, clean and pack or crate items to protect against damage. Identify contents of container and Extend gypsum board 6"above finished ceilings at non-rated walls. Exterior walls to be skim coated to meet level 4 finish. All new corner beads to be square. deliver to Owner's designated storage area. SPECIFICATIONS All light switches,telephone, electrical, data outlets, etc. indicated to be removed or relocated shall be completely removed. Patch and apply finish indicated. A cover plate will not be acceptable. Tile: Submit schedule indicating proposed sequence of operations for selective demolition work to Owner's Representative for review prior to start of work. Include coordination for Floor Tile,wall tile&pattern per finish schedule. Provide epoxy floor tile grout. Hydroment no.425 acrylic latex grout or equal at walls. shutoff, capping and continuation of utility services as required,together with details for dust and noise control protection. Setting Materials: Hydroment"Single-Flex 916"latex modified dryset mortar and waterproof membrane by Bostik Findley. Provide detailed sequence of demolition and removal work to ensure uninterrupted progress of Owner's on-site operations. Conduct demolition work in manner that will Existing floor to be prepped to insure flush, smooth floor. Float floor with consistent slope to floor drains where required. minimize need for disruption of Owner's normal operations. Provide 5/$"denzshield, or equal behind tile at walls. Maintain and protect existing utilities to remain in service before proceeding with demolition, providing bypass connections to other parts of the building. Locate, identify,shut Permit Set 10 May 2013 off, disconnect, and cap off utility 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 patch and repair holes and damaged surfaces of building caused by demolition. Restore exposed finishes of Sheet Number: patched areas and extend finish restoration into remaining adjoining construction. Promptly remove demolished materials from Owner's property and legally dispose of them. AOO 1 0 N a l9 J 0 DPA Project: 13908.00.000 COPYRIGHT 2013-DAVIS PARTNERSHIP,P.C. DOOR AND FRAME SCHEDULE 800110 DOOR FRAM E MENNIM SIZE FIRE HARDWARE MOORE OPENING ROOM TYPE WD HGT THK TYPE RATING SET NO NOTES 301 RECEPTION D1 3'-0" 7'-0" 1 3/4" F3 -- b ■ . OEM 304 CONSULT D1 3'-0" 7'-0" 1 3/4" F3 -- A ■ ■ ■ ■■ 305 OFFICE D1 3'-0" 7'-0" 1 3/4" F1 -- B 306 EXAM D1 3'-0" 7'-0" 1 3/4" F2 -- C 307 EXAM D1 3'=0" 7'=0" 1 3/4" F2 == C DAVIS 308 OFFICE D1 3'-0" 7'-0" 1 3/4" F1 B 309 HALL D1 3'-0" 7'-0" 1 3/4" F3 -- C PARTNERSHIP 310 TOILET D1 3'-0" 7'-0" 1 3/4" F1 -- D 312 CLEAN D1 3'-0" 7'-0" 1 3/4" F1 -- E ARCHITECTS 313 SOILED D1 3'-0" 7'-0" 1 3/4" F1 -- E 314 HALL D1 3'-0" 7'-0" 1 3/4" F2 -- C Denver 1Denver, CO 80205 303.861.8555 2301 Blake Street, Suite 100 315 EXAM D1 3'-0" 7'-0" 1 3/4" F1 -- F HARDWARE NOTES HARDWARE GROUPS Vail IEdwa ds, COr816 2n197 926.8960 1. ALL WELDED FRAMES WITHIN THE WORK AREA TO BE PAINTED. Group #A 3 HINGES TA2714 4 1/2 X 4 1/2 US32D MC 1 KEYPAD LOCKSET 626 2. HOLLOW METAL FRAMES TO MEET SDI (STEEL DOOR 1 WALL BUMPER WS407CCV US32D IV MARTIN MARTIN 0225 INSTITUTE ED REQUIREMENTS, INCLUDING SDI-105-91 AND 3 DOOR SILENCERS SR64 X IV MAIN STREET; SUITE WARDS, COLORADO 81632 632 SDI-100-91 . 970.581.2546 Group #B 3 HINGES TA2714 4 1/2 X 4 1/2 26D MC 3. INTERIOR WOOD DOORS TO BE 5–PLY MARSHFIELD DOORS 1 OFFICE LOCKSET ND50PD RHO 626 SC BEAUDIN GANZE CONSULTING ENGINEERS 1 WALL BUMPER 222 CHAPEL PLACE, UNIT AC-201 DOORS TO BE FLUSH DESIGN, 1 -3/4" THICK, SEAMLESS 3 DOOR SILENCERS WS407CCV US32D IV P.O. BOX 9650 FACE AND EDGE CONSTRUCTION. SR64 X IV AVON, COLORADO 81620 4. DOOR ASSEMBLIES IN INTERIOR PARTITIONS ARE 6" FROM Group #C 1 POCKET DOOR 970.949.6108 FINISHED FACE OF ADJACENT PARTITION TO THE EDGE OF 2 PULLS THE DOOR LEAF UNLESS NOTED OTHERWISE. 3 DOOR SILENCERS 5. LOW USE DOORS CAN BE MEDIUM DUTY. PROVIDE BALL Group 3 HINGES TA2714 4 1/2 X 4 1/2 266 MC p # 40S RHO 10-025 626 SIC BEARING TYPE, 4-11/2%4-1/2", 3 PER LEAF FOR W S407CCV 1 PRIVACY LOCKSET US32D IV DOORS 7'-0" 1 WALL BUMPER W HIGH AND LESS, 4 PER LEAF FOR IV DOORS OVER 8'-0" HIGH. HINGES TO BE BRUSHED 3 DOOR SILENCERS SR64 X CHROME, WITH FLAT BUTTON TIPS AND NON–REMOVABLE Group #E 3 HINGES TA2714 4 1/2 X 4 1/2 US32D MC PINS AT EXTERIOR DOORS. ND80PD RHO 626 SC 1 STOREROOM LOCKSET US32D IV 1 WALL BUMPER WS407CCV IV 6- ALL HARDWARE TO BE LEVER TYPE; ADA COMPLIANT. 3 DOOR SILENCERS SR64 X 7-ALL HARDWARE TO HAVE US 32D, 26D, 626 OR 689 Group #F 3 HINGES TA2714 4 1/2 X 4 1/2 US32D MC FINISH. ND10S RHO 626 SC 1 PASSAGE LOCKSET US32D IV 1 WALL BUMPER WS407CCV IV LEGEND 3 DOOR SILENCERS SR64 X AL – ALUMINUM IV – IVES GL – GLASS LC – LCN HM – HOLLOW METAL LO – LOCKNETICS MIN – MINUTE MC – MC KINNEY PT – PAINT PE – PEMKO - : ' • - ' " STL – STEEL RO – ROCKWOOD T – TEMPERED RX – RIXSON F CQ <O SC – SCHLAGE O ,L� 0 SCOTT MICHAEL 0 NEVIN 202985 1�„ 3„ 1 x 4 HARDOOD TRIM "yS 1Y.. 5/8" GYPSUM BOARD 5/10/20 HARDWOOD TRIM 5/8" GYPSUM BOARD WOOD BLOCKING = N WOOD BLOCKING i i 1" Y 2 _ a Z I Ao.2 1 3 1j — -------------- A I III Ao.2 Ao.2 Ao.2 PATTERNED GLASS Vail --- ----- HARDWOOD TRIM � -------------- --------------- , �` _ I � 4 2 - _ - 2X HARD WOOD 2 x 4 HARDWOOD TRIM PLINTH; TYPICAL ° Ao.2 o A0.2 = V alley - -------- — 2 5 6 7 HARDWOOD STOP; A0.2 Ao.2 Ao.2 Ao.2 Medical COORDINATE WITH DIRECTION OF WOOD DOOR; RE: AO.1 FOR SPECIFICATION DOOR SWING HARDWOOD STOP; COORDINATE WITH \\ft Center DIRECTION OF DOOR SWING D1 41/2" F3 F1 F2 WOOD DOOR; RE: A0.1 FOR SPECIFICATION HARDWOOD TRIM INTERIOR ENTRY SWINGING WOOD DOOR INTERIOR SWINGING DOOR INTERIOR POCKET DOOR DOOR AND SIDE LITE NON—RATED NON—RATED NON—RATED NON—RATED 1 WOOD HEAD 2 WOOD JAMB Concierge A0.2 3" = 1'-0" A0.2 3" = 1'-0" Clinic US Bank Building 1Y" 3" 34" 34" 3" 1Y4" Y" Y„ Y4 Y„ Y Suite 306 4 1Y 3 108 South Frontage Road 5/8" GYPSUM BOARD g M M WOOD BLOCKING WOOD DOOR; Vail, Colorado 81657 RE: A0.1 FOR SPECIFICATION - --------- - - - \� I \ --- - IMMM"I OEM UI i I 3 I `10 -� Sheet Title: I I i I _ I 3 I /4 D -- R HARDWARE _ 00 I __-- _-- RUBBER BUMPER I I I' SCHEDULES METAL STRIKE; ATTACH - _ -_-_--_--_--------------- TO DOUBLE JAMB STUD RUBBER BUMPER - WOOD BLOCKING AND DETAILS 47 7-777 METAL ROLLER TRACK ASSEMBLY M METAL RECEIVING JAMB WOOD DOOR; L 1/4" GLASS 1/4" GLASS RE: AO.1 FOR SPECIFICATION \\\LHARDWOOD STOP; COORDINATE WITH 4 Permit Set 10 May 2013 DIRECTION OF DOOR SWING Sheet Number: 1 x 4 HARDWOOD TRIM A002 3 POCKET DOOR HEAD 4 POCKET DOOR STRIKE JAMB 5 POCKET DOOR JAMB AND END CHANNEL /` 6 DOOR WINDOW JAMB 7 WOOD WINDOW JAMB r = 1'-0,. Ao.2 3 = 1 —0 Ao.2 3 = 1 —0 Ao.2 3 = 1'-0" 0 DPA Project: 13908.00.000 COPYRIGHT 2013-DAVIS PARTNERSHIP,P.C. INTERIOR FINISHES GENERAL NOTES smoss MENNIM 1 . ALL FINISH SAMPLES TO BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO ORDERING. CONTRACTOR TO VERIFY AVAILABILITY AND STOCK son M OF MATERIALS AND ALLOW ENOUGH TIME TO RECEIVED GOODS FOR INSTALLATION TO OCCUR AT REQUIRED TIMES. _ 2. CONTRACTOR SHALL PATCH AND REPAIR EXISITNG WALLS, FLOORS AND CEILINGS AS REQUIRED FOLLOWING DEMOLITION OF EXISTING PARTITIONS OEM AND EXISTING FINISHES. PATCHED AREAS SHALL BE INVISIBLE. MEMEN 3• WHERE NEW PARTITIONS ADJOIN EXISTING BUILDING PARTITIONS, THE NEW PARTITION FINISH SHALL ALIGN WITH EXISTING FINISH. FINISHED SURFACES OF NEW WORK MEETING EXISTING CONSTRUCTION OF SIMILAR MATERIALS IN THE SAME PLANE SHALL BE FLUSH WITH NO VISIBLE DAVIS JOINT SHOWING. WHENEVER EXISTING FINISH MATERIAL AND/ OR SURFACES MUST BE CUT OR OPENED: REPAIR AND RESTORE SO THAT THE FINISHED PATCH IS INVISIBLE AND MATCHES ADJOINING ORIGINAL WORK IN EVERY WAY. 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. B. WHERE WALL BASE HAS BEEN REPAIRED AND PATCHED, NEW BASE TO MATCH EXISTING SHALL INFILL 2'-6" IN EITHER DIRECTION Denver 2301 Blake Street, Suite 100 OF THE PATCH AND REPAIR (5'-0" LINEAR FEET TOTAL) TO MAKE THE PATCH INVISIBLE. Denver, CO 80205 303.861.8555 C. WHERE FLOOR HAS BEEN REPAIRED AND PATCHED, NEW CARPET, VCT, VINYL SEAMLESS FLOORING AND/OR TILE TO MATCH Vail 0225 Main Street, Unit C101 EXISTING SHALL INFILL 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 INVISIBLE. D. WHERE CEILING HAS BEEN REPAIRED AND PATCHED, NEW CEILING GRID, ACOUSTICAL CEILING TILE, AND/OR GYPSUM BOARD TO MATCH EXISTING SHALL INFILL 2'-0" IN ANY DIRECTION OF THE PATCH AND REPAIR (4'-0" SQUARE FEET TOTAL) TO MAKE THE PATCH INVISIBLE. IF CEILING GRID AND/ OR TILES ARE TO BE REPLACED, THEY SHALL BE REPLACED IN WHOLE INCREMENTS, SO MARTIN MARTIN AS TO MAKE THE PATCH INVISIBLE. WHERE GYPSUM BOARD CEILINGS ARE PATCHED AND REPAIRED, THE ENTIRE CEILING IS TO 0225 MAIN STREET- SUITE C101 BE REPAINTED, SO THAT THE PATCH IS INVISIBLE ACROSS THE ENTIRE CEILING PLANE. EDWARDS, COLORADO 81632 5. ALL VERTICAL DIMENSIONS SHOWN TO FLOOR ARE TO BE FINISHED FLOOR, UNLESS NOTED OTHERWISE. WHERE FINISH IS TO BE CARPET, 970.581.2546 VERTICAL DIMENSION IS TO SLAB. BEAUDIN GANZE CONSULTING ENGINEERS 222 CHAPEL PLACE, UNIT AC-201 6• WHERE EXISTING WORK IS TO REMAIN AND BE REPAINTED, PATCH AND REPAIR AS REQUIRED SO THAT ALL PATCHED AREAS ARE INVISIBLE. P.O. BOX 9650 NEW WORK THAT ADJOINS EXISTING SURFACES SHALL BE FLUSH, TRUE, PLUMB AND/OR IN SAME PLANE AS THE EXISTING WORK AND FINISHED AVON, COLORADO 81620 TO BLEND AND MATCH IN TEXTURE AND FINISH WITH ADJACENT SURFACES. FLOAT PATCHES AND JOINTS A MINIMUM OF 24" WIDE TO BLEND 970.949.6108 AND FINISH INVISIBLY. 7. CONTRACTOR SHALL TAKE CARE TO PROTECT ALL NEWLY INSTALLED MATERIALS AND FINISHES UNTIL WORK IS FORMALLY ACCEPTED BY THE 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 SUBMITTED TO ARCHITECT FOR COLOR SELECTION. FLOOR TRANSITIONS REQUIRED AT ALL CHANGES IN FLOOR MATERIALS. 9. ALL VERTICAL SURFACES IN EXAMS, CLEAN AND SOILED TO BE PL1 UNLESS NOTED OTHER WISE. ALL COUNTERTOPS, BACK, AND SIDE SPLASHES TO BE SOLID SURFACE 10. ALL WOOD, WOOD DOORS TO BE EXPRESSO STAINED CHERRY, PLAIN SLICED WITH CLEAR FINISH. ALL WOOD TRIM AND CABINETRY TO MATCH DOORS. 11 . 2" SHAKER FRAME SHOWN IN RECEPTION, WAITING, CONSULT, AND HALL STORAGE UNIT CABINET FACES. FINAL PROFILE TO BE DETERMINED. ROOM FINISH SCHEDULE NO. NAME FLOOR BASE WALL CEILING REMARKS NORTH EAST SOUTH WEST 301 RECEPTION CPT1 WB1 PT1 PT1 PT1 PT1 ACT1 302 WAITING CPT1 WB1 PT1 PT1 PT1 PT1 ACT1 203 CORRIDOR CPT2 WB2 PT2 PT2 PT2 PT2 ACT2 �F COO 304 CONSULT CPT1 W131 PT1 PT1 PT1 PT1 ACT1 305 OFFICE CPT1 WB1 PT1 PT1 PT1 PT1 ACT1 C0 SCOTT MICHAEL O 306 EXAM SV1 W131 PT1 PT1 PT1 PT1 ACT1 * NEVIN 307 EXAM SV1 WB1 PT1 PT1 PT1 PT1 ACT1 202985 308 OFFICE CPT1 W131 PT1 PT1 PT1 PT1 ACT1 �i� �lV 309 HALL CPT1 WB1 PT1 PT1 PT1 PT1 ACT1 310 TOILET FT1, FT2 BT1 WT1, BT2 WT1, BT2 WT1, BT2 WT1, BT2 PT1 SEMI GLOSS PAINT 5/10/ 3 311 HALL CPT1 WB1 PT1 PT1 PT1 PT1 ACT1 312 CLEAN SV1 WB1 PT1 PT1 PT1 PT1 ACT1 SEMI GLOSS PAINT 313 SOILED SV1 WB1 PT1 PT1 PT1 PT1 ACT1 SEMI GLOSS PAINT i - e ��� . • 314 HALL CPT1 WB1 PT1 PT1 PT1 PT1 ACT1 315 EXAM SV1 WB1 PT1 PT1 PT1 PT1 ACT1 FINISH KEY ABBREV. TYPE RECOMMENDED MANUFACTURER SIZE PRODUCT ID & COLOR REMARKS Vail --- NO NEW FINISH Valley EX EXISTING TO REMAIN Medical ACT1 ACOUSTICAL TILE ARMSTRONG 24"X24" DROP IN TEGULAR Center ACT2 ACOUSTICAL TILE ARMSTRONG 24"X24" MATCH EXISTING PL1 PLASTIC LAMINATE TBD TBD VERTICAL SURFACE SS1 SOLID SURFACE TBD TBD HORIZONTAL SURFACE, BACK, SIDE SPLASHES PT1 PAINT TBD TBD PT2 PAINT TBD MATCH EXISTING Concierge WB 1 WOOD BASE TBD Clinic W132 WOOD BASE TBD MATCH EXISTING US Bank Building CPT1 CARPET TBD TBD Suite 306 CPT2 CARPET TBD MATCH EXISTING 108 South Frontage Road SV1 SHEET VINYL PLANKS TBD TBD Vail, Colorado 81657 BT2 BASE TILE TBD TBD WT1 WALL TILE TBD TBD - • ��- BT2 BORDER TILE TBD TBD Sheet Title: FT1 FLOOR TILE TBD TBD FT2 SHOWER TILE TBD TBD INTERIOR FINISHES AND SCHEDULE Permit Set 10 May 2013 Sheet Number: 0 o A003 N T f0 3 0 DPA Project: 13908.00.000 COPYRIGHT 2013-DAVIS PARTNERSHIP,P.C. /REQUIRED gamin 1 EXIT Y11 u_ OEM 96 (x.15)=14.4" DOOR WIDTH REQUIRED TENANT 72 PROVIDED 257 SF ■ 3OCCUPANTS LEOR PROVIDES ACCESS m SP FLOORS TO ALL FLOORS AND ACCESSIBLE S ROUTE TO TENANT SPACE man EXISTING ELEVATOR PROVIDES ACCESS FROM PARKING GARAGE AND a EXIT LIGHTING 8 D LINE OF EXISTING CURB ACCESSIBLE ROUTE TO TENANT SPACE EXIT SIGN PARTNERSHIP EXISTING RAMP Q 43 FA FIRE ALARM SWITCH PAINTED CONCRETE CURB m SUITE 100 FS FIRE ALARM STROBE ARCHITECTS US BANK 36" WIDE ACCESSIBLE RO sp FROM PARKING GARAGE A o FP FIRE ALARM PANEL 3,690 SF ACCESSIBLE PARKING 3 FEC FIRE EXTINGUISHER CABINET 2301 Blake Street, Suite 100 Denver FHC FIRE HOSE CABINET 37 OCCUPANTS 19 2 M ® lDenver, CO 80205 303.861.8555 F SP STAND PIPE 0225 Main ,® SD SMOKE DETECTOR Vail lEdwa ds, CO Street 970 926.8960 sp FS SUITE 101 Howard Head Sports Medicine _ 2,384 SF LSD 24 OCCUPANTS MARTIN MARTIN 0225 MAIN STREET- SUITE C101 SD EDWARDS, COLORADO 81632 970.581.2546 FS ID m BEAUDIN GANZE CONSULTING ENGINEERS SUITE 10 222 CHAPEL PLACE, UNIT AC-201 P.O. BOX 9650 TENANT AVON, COLORADO 81620 1 ,318 SF 970.949.6108 OCCUR 19 9 7 - - - - - - - - m FA TTITI REQU ED EX SP 69 (x.2)=13.8" STAIR WIDTH REQUIRED 36" PROVIDED EGRESS AT GRADE ONE LEVEL BELOW 1 GARAGE ACCESSIBLE PARKING AND ACCESSIBLE ROUTE (7'� FIRST FLOOR PLAN WITH ACCESSIBLE ROUTE �. _ R1 M �1 -0 3/32" = 1 '-0" 0 3' 12' �1 -0 3/32" = 1 '-0" 0 3' 12' (0 OF COQ� SUITE 303 C) SCOTT MICHAEL REGEN BIOLOGICS * NEVIN 725 SF OFFICE 202985 8 OCCUPANTS %i' 11 C) 43 (x.3)=12.3" STAIR WIDTH REQUIRED 5/10/20 '❑ EXI ING ELEVATOR PROVIDES 1 3 A ACCESS FROM PARKING 36" PROVIDED GARAGE AND ACCESSIBLE EGRESS AT GRADE AT FIRST FLOOR ROUT TO TENANT SPACE 43 x .2=6.8" REQUIRED ® � 34" PROVIDED �� SP OU I RED Alff CUBICLES IT COPv o EXIT LIGHTING 8 N WORK PAX o m EXIT SIGN OFFICE FA FIRE ALARM SWITCH Vail 10 OCCUPANTS FS FIRE ALARM STROBE ITE 300 18 D 43 FS S�J �° P FP FIRE ALARM PANEL Valley S ORTHO CORRIDOR VV FEC FIRE EXTINGUISHER CABINET P U. I .: ::.:.:.::.:::: 10 1 ,799 SF 949 SF FHC FIRE HOSE CABINET • 18 OCCUPANTS F1:1 I:II: >'?'?'' SP STAND PIPE Medical .......... ........... 0 11 S SD SMOKE DETECTOR SD 36" WIDE ACCESSIBLE ROUTE Center RESTROOM FROM PARKING GARAGE AND ACCESSIBLE PARKING SUITE 307 BU L IN SUITE 307 1 ,047 SF 6g' ® WESTON PRESIDIO wo N S p 1 ,841 S F 11 OCCUPANTS ® 19 19 OCCUPANTS Concierge F .. .......... Clinic > . 9 ............: i i: i i:i: '.•...•...•:::.:::.S A o - TELLEC ELEC US Bank Building EC Suite 306 M" ��� ONCIERG o SUITE 306 CLINIC 108 South Frontage Road - - i CONCIERGE 214 SF Vail, Colorado 81657 CLINIC 1 ,623 SF o S:D: U 17 OCCUR NTS F L M M .......... -- • ��. • ® ...................... 3 Sheet Title: D O U - - "'N FA ❑ I � M N 43 x .2=6.8"PR OVIDED REQUIRED REQU 344" PR LIFE SAFETY PLANS ED � EX T sR 43 (x.3)=12.3" STAIR WIDTH REQUIRED 36" PROVIDED EGRESS AT GRADE AT GARAGE LEVEL Permit Set 10 May 2013 Sheet Number: 3 THIRD FLOOR PLAN WITH ACCESSIBLE ROUTE �1 -0 3/32" = 1 '-0" 0 3' 12' AR1 N ■ T f0 C 0 DPA Project: 13908.00.000 COPYRIGHT 2013-DAVIS PARTNERSHIP,P.C. sumsm NOMMIN ENNIN OEM a MENEM DAVIS PARTNERSHIP I I ARCHITECTS I ' 3 I WOMEN Denver 2301 Blake Street, Suite 100 J I (Denver, CO 80205 303.861.8555 - 1O 0225 Main Street, Unit C101 Vail 0225 CO 81632 970.926.8960 MARTIN MARTIN 0225 MAIN STREET; SUITE C101 r , EDWARDS, COLORADO 81632 O970.581.2546 BEAUDIN GANZE CONSULTING ENGINEERS 222 CHAPEL PLACE, UNIT AC-201 P.O. BOX 9650 O rELLEC dAVON, COLORADO 81620 \ 970.949.6108 TEEE ELEC 4 � I 3 I �� rr--------------- T - -1 i � ° ' — — — Ir ,I -- I r r— — O - - - - - - - - lO II II I I I I I I I II II I I II I I I I I I I I I I I I — I Jnl I _ L 1 — Li L L � — — — — — -1 � II II �0� � n I — — — — — — — — — — — — — — �� lO 040 Co SCOTT MICHAEL NEVIN " - - 202985 I 2> AN 5/10/20 1 Vail Valley (7-- DEMOLITION PLAN Medical enter D 1 .0 1 /4)) = V-0" 0 2 4 C DEMO LEGEND GENERAL NOTES Concierge g INDICATES EXISTING WALLS OR 1 . REMOVE ALL FLOORING, BASE, TRIM, CEILINGS, TILE WITHIN SCOPE OF WORK. Clink PARTITIONS TO REMAIN KEYNOTES US Bank Building INDICATES EXISTING WALLS OR Suite 306 PARTITIONS TO BE REMOVED 108 South Frontage Road O NO WORK IN THIS AREA. Vail, Colorado 81657 G INDICATES EXISTING O2 COORDINATE EXTENT OF WALL DEMOLITION WITH NEW CONSTRUCTION. DOORS TO REMAIN 3 CASEWORK TO BE REMOVED. Sheet Title: INDICATES EXISTING O DOORS AND FRAMES TO BE REMOVED; ADJUST OPENING AS REQUIRED DOORS TO BE REMOVED FOR NEW WOOD FRAME AND TYPICAL INSTALLATION DETAIL. DEMOLITION PLAN 0 REMOVE EXISTING CHAIR RAIL; PATCH AND PAINT WALL. LEGENDS AND NOTES Permit Set 10 May 2013 Sheet Number: 0 AD1 ■ N T N 0 DPA Project: 13908.00.000 COPYRIGHT 2013-DAVIS PARTNERSHIP,P.C. i_sums MEN = MEMO F__ DAVIS PARTNERSHIP ° ARCHITECTS FIRE EXTINGUISHER IN SEMI—RECESSED, r — � ENAMELED STEEL CABINET WITH SOLID DOOR WITH BLACK, VERTICAL, VINYL I W O M E N LETTERS; LARSEN'S MANUFACTURING I 15A 12301 Blake Street, Suite 100 COMPANY OR EQUAL. CABINET TO BE I Denver Denver, CO 80205 303.861.8555 = z PAINTED TO MATCH WALL. EXTINGUISHER I 15 A7.1 15B< 1 Vail 0225 Main Street, Unit C101 TO BE MULTIPURPOSE DRY CHEMICAL (Edwards, CO 81632 970.926.8960 w v TYPE IN STEEL CONTAINER 5 LB AND UL z o RATED. CONTRACTOR TO PROVIDE AND Locker 15C ��� EXAM s INSTALL EXTINGUISHER AND CABINET. 315 • o e o C) � ° 3 MARTIN MARTIN o - 0225 MAIN STREET; SUITE C101 i i EDWARDS, COLORADO 81632 ° r>4(B Laptop Print j' ca.nn970.581.2546 Tray CPT1,, CPT2 O BEAUDIN GANZE CONSULTING ENGINEERS 301 222 CHAPEL PLACE, UNIT AC-201 C pute� P.O. BOX 9650 3'-6" v 5'-9Ys" 2'-9" 3'-8" 2'-11" 6'-11" O AVON, COLORADO 81620 13A — 14A HALL - RECEPTION 970.949.6108 314 314 1A 301 TELE ELEC ELEC 2 FIRE EQUIPMENT CABINET 13 A7.1 13B 313 14 A7.1 14B A7.o 1B A1.0 SV1 CPT1 4A SOILED EKG 4 14C Full Heig t Ca inets l 13C 313 — 2A 4D A7.0 4B 2 I C�a�s 2D A7.0 2B 3D A7.0 3B 1 O 0 0 - - 4444 - - — HALL UC Ref 2C 10 A7., OMB I O _ N 311 6 WAITING ITOILETI I \ CORRIDOR 12A CLEAN °' 10C I, 310 302 303 CONSULT 312 SV1 CPT1 304 12 A7.1 12B 31 Cof Q 312 � ;a= 12C , F 12'-12" 4'-6" 17-0/4 3'402" c5 5'-5%„ 3'-9„ 3'-0» 9'-6" 309 304 43'-1» 9A HALL 309 A7.1 O 9D 9B CPT1 CPT2 CPT2 CPT1 - OF C04�0 9C O co 308 0 = Locker Locker o 305 O i' PAK MoNR 0 ❑ SCOTT MICHAEL 00 — N Coff * NEVIN 202985 OFFICE EXAM 308 � 1 306 N 0 CPT1 SV1 �_ r____� 306 SV CPT1 N 5/10)20 : / L3-=-CJ OFFICE 3---C 307 � --- � �-�� D 8A 305 7A 6A 5A \ / 8D A7.o gB 7D A7.o 7B 6D A7.0 6B 5D A7.0 5B 8C 7C 6C 5C — — O Laptop Laptop Vail Welgh± Tray Tray Weight Valley 1 NEW CONSTRUCTION PLAN Medical Center Al .0 1 /4" = 1 '-0" 0 2 4 Concierge PLAN LEGEND GENERAL NOTES Clinic US Bank Building INDICATES EXISTING WALLS OR 1 . ALL FURNITURE AND EQUIPMENT BY OWNER. Suite 306 PARTITIONS TO REMAIN 2. ALL PARTITIONS TO HAVE 3 5/8" STUDS UNLESS NOTED OTHERWISE 108 South Frontage Road ° INDICATES NEW WALLS Vail, Colorado 81657 KEYNOTES 13 ' `E= INDICATES EXISTING Sheet Title: DOORS TO REMAIN O NO WORK IN THIS AREA. NEW O INFILL GYPSUM BOARD AT DOOR; PAINT WALL TO MATCH EXISTING ON CONSTRUCTION PLAN INDICATES NEW DOORS EAST SIDE. O FUR OUT COLUMN WITH 5/8" GYPSUM BOARD OVER 2" STUDS. LEGENDS AND NOTES O FIRE EQUIPMENT CABINET; RE: 2/A1 .0. Permit Set 10 May 2013 Sheet Number: 0 o ■ N r 0 DPA Project: 13908.00.000 COPYRIGHT 2013-DAVIS PARTNERSHIP,P.C. sumsm SUPPORTED CONCENTRATED LOAD OMEN = L JOIST PANEL MENEM L2 112x2 112x114 POINT STIFFENER 21/2"MIN 3/16 EE,TYP DAVIS PARTNERSHIP R HORIZONTAL -- PROVIDE L2112x2112x114 KICKER WELDED R A C H I T E C T S LOAD TO TOP CHORD OF ADJACENT JOIST WHERE HORIZONTAL LOADS IMPOSED L ON BOTTOM CHORD O 2301 Blake Street, Suite 100 JOIST PANEL POINT Denver I Denver, CO 80205 303.861.8555 HANGING NOTES: LOAD Vail 0225 Main Street, Unit C101 1. STIFFENER REQUIRED FOR ALL CONCENTRATED LOADS WHERE L EXCEEDS 3" I Edwards, CO 81632 970.926.8960 10'-0"MAX, TYP I STL BM OR JOIST o. . . � � INDIVIDUAL OPNG OR 9 MARTIN MARTIN GROUP OF SMALLER OPNGS 0225 MAIN STREET; SUITE C101 EDWARDS, COLORADO 81632 970.581.2546 C6x13 AT'B'DECK U4x4x5/16,4 SIDES OF MC8X21.4AT'N'DECK, BEAUDIN GANZE CONSULTING ENGINEERS PLACE OVER HIGH PLAN VIEW OPNGS PLAN VIEW L3x3x1/4,FIELD CUT RTU-1 222 CHAPEL PLACE, UNIT AC-201 FLUTE NEAREST OPNG AS REQUIRED TMIN BRG AT BEAM D P.O. BOX 9650 AT JOIST,EXTEND AT BEAM,EXTEND AT JOIST,EXTEND O AVON, COLORADO 81620 CHANNEL TO EDGE CHANNEL TO CL,MIN ANGLE LEG TO EDGE 970.949.6108 3116 TYP AT EA 3116 CHANNEL 3/16 COPE LEG EE _ TOE,TYP LINE ❑E ANGLE TO TYP SUITE CHANNEL, 3116 1!4"MAX BELOW TyP 3116 SECTION SECTION ALTERNATE FRAME OPTION AT OPENINGS LARGER THAN 13" TYPICAL FRAME OPTION CUR DIM IN ANY DIRECTION: CLR DIM IN ANY DIRECTION: ADJACENT OPNG 18",NO REINFORCEMENT REQUIRED >-24",PROVIDE REINF PLATE AS SHOWN <18",TREAT GROUP AS INDIVIDUAL <24",TREAT GROUP AS INDIVIDUAL OPNG WI EXTENTS AS SHOWN, OPNG W/EXTENTS AS SHOWN,PROVIDE ADJACENT OPNG PROVIDE REINF PLATE OR FRAME FRAME F SAT LLITE DI — II — a M INDIVIDUAL OPNG Of I I E E-I a OR GROUP OF >< w z o SMALLER OPNGS x x . x x x ° ROOF DECK OPNG: w x = w � COORD SIZE AND X LL x x w w° r ROOF TOP EQUIPMENT; LOC WITH MEP AND X RE: MECHANICAL ARCH,TYP PL 16GA(MIN) _ LU O _LLL ABOVE OR x '< BELOW DECK x x! EXTEND EPDM UP AND � w x x x x x x OVER CURB;MASTIC EPDM - - 4_, 1®Y.li♦ Mlllim AT PLATE EDGES, #10 TEK SCREWS AS REQUIRED z RIGID INSULATION STRAPPED TO CURB I I DECK BELOW _� r (2)PER FLUTE WATER STOP PERP TO DECK 6"MAX SEAM TAPE, MASTIC, OR LAP pF CQ�O AND AT CORNERS SEALANT PER MANUFACTURER'S I n �� r EXTENTS STANDARDS OF GROUP WOOD NAILERS O RE-USE EXISSTING)MATCH OR ©O co SCOTT MICHAEL EXTENTS OF GROUP SINGLE-PLY FULL ADHERED EXISTING METAL DECK EPDM ROOFING MEMBRANE I, NEVIN AT OPENINGS UP TO 6" AT OPENINGS LARGER THAN 6"UP TO 13" STEEL ANGLES OR MIL FIRESTONE SEAL G WITH A 02985 � OR EQUAL); LAP AND SEAL WffH 1 EXISTING MEMBRANE <1 0 NOTES: EXISTING INSULATION 1. FRAMES WILL SUPPORT THE WEIGHT OF A 500 LB MECH UNIT 'Z 5/10/201 5 TYPICAL STRUCTURAL DETAILS 4 CURB DETAIL ROOF PLAN A2.0 „ „ , 1 = 1 —0 A2.0 1 " = 1 '-0" A2.0 1 /8 = 1 —0 0 2 4 � . - e '• u . • � EXISTING ROOF TOP TOP OF 42" HIGH ROOF TOP UNIT EXISTING ROOF TOP 42" HIGH ROOF TOP Vail EQUIPMENT ON 12" CURB; UNIT MOSTLY HIDDEN EQUIPMENT UNIT ON 12" CURB; BY EXISTING UNIT (UNIT EXCEEDS PARAPET HEIGHT BY 6") Valley T.O. PARAPET EXTENSIONS - - - - - - - - - - — - - - - EL. (145'-0") Medical T.O. PARAPET - - - - - - - - EL. (140'-0"�) Center I T.O. ROOF EL. (136'-0") — — — — — — — — — — — — — — — — — — — — — — — — — — CD I Concierge N Clinic LEVEL 3 — — _ — US Bank Building EL. (124'-0") Suite 306 0 108 South Frontage Road �I Vail, Colorado 81657 LEVEL 2 "' i • s,. • — — — — — — — — — EL. (112'-0") — — — — — — — — — — — — — — — — — — — — — — — — Sheet Title: 0 N ROOF PLAN EXTERIOR ELEVATIONS LEVEL 1 — — — — — — — — — — — — — — — — — — — — — EL. (100'-0") — — — — — — — — — — — — — - - - - - - NOTES AND DETAIL ° Permit Set 10 May 2013 N Sheet Number: LEVEL 0 EL. (88:-0 A200 3 WEST ELEVATION 2 SOUTH ELEVATION N A2.0 1 /8" = 1 '-0" 0 DPA Project: 13908.00.000 COPYRIGHT 2013-DAVIS PARTNERSHIP,P.C. 5 sumsm 14 NOMMIN A8.0 A8.0 WOOD CROWN MOLDING 6"x12" CUT OUT AT TRASH SIMILAR son"1'-3" . 6-0 6 -0 WOOD HEAD AND JAMB WOOD HEAD AND JAMB 6 _3 1 -2 1'-8 1 -2 2'-3' 3'-9" 2'-3" ■ . ■ . - WITH OPAQUE SIDE LITE MENEM WOOD SOFFIT PROVIDE � DAVIS 5'-5" 1 -2 PANEL FOR 2'-8" 2'-11" 2'-10" 3'-1" 2'-10 2' 11 ' 2'-8 IL F II „ ELECTRICAL ° = PARTNERSHIP ACCESS / - E 3'-8" 2'-11' // N - - - II � ARCHITECTS G. PRINTER/ NER Co SHELF D E KNEE °° SPACE 0 00 0 VALANCE _ �I E Ulud Denver 2301 Blake Street, Suite 100 (Denver, CO 80205 303.861.8555 2'-1" 3' 9" 1' 6" 9" 3'-8" 2'-9" TOE KICK BOSMATCHI HEIGHT '-3" 2'-1" 2'-3" 2'-6" 3'-3" 2'-6" VaiI10225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960 ill 1y8" 1y2" 1 11 13 16 12 18 6 8 7 18 /16 •� - � A8.0 A8.0 A8.0 A8.0 A8.0 A8.0 A8.0 A8.0 NA8.0 A8.0 MARTIN MARTIN 1A-NORTH 1 B-EAST 2A-NORTH 2B-EAST 2C-SOUTH 2D-WEST 0225 MAIN STREET; SUITE C101 EDWARDS, COLORADO 81632 1 RECEPTION 301 2 RECEPTION 301 -WATING 302 970.581.2546 �.O1/4" = 1 '-0" �.O1/4" = 1 '-0" BEAUDIN GANZE CONSULTING ENGINEERS 222 CHAPEL PLACE, UNIT AC-201 P.O. BOX 9650 AVON, COLORADO 81620 970.949.6108 WOOD HEAD AND JAMB WOOD HEAD AND JAMB SOFFIT WITH WOOD L WOOD HEAD AND JAMB WITH OPAQUE SIDE LITE WITH OPAQUE SIDE LITE CROWN MOLDING V 111 �'Afi9�AQUE SIDE LITE UCplffifHl LkY �].L(4'1JIDV CORRIDOR TO ELEVATOR i 0 0 0 0 0 i N i ZBASE TO MATCH EXISTING ZBASE TO MATCH EXISTING : - •� rpm 11 3B-EAST 3D-WEST 4A-NORTH 4B-EAST 4D-WEST OF COO 3 CORRIDOR 303 4 CONSULT 304 �.O1/4 = 1 -0 A7.0 1/4 = 1 -0 �jj SCOTT MICHAEL O NEVIN /14 Al 5 202985 A8.0 NA8.0 Y4 5/10/20 1'-6' 2'-9" 2'-9" 2' „ i o -4 PAKS MONITOR C14 OPTION 2 OPTION 1 2'-7Y" - _ SHELF I UCL E - D E E D E ° M R ° °° N °D E �HARPS °D° Vail _ E� E alley j OI ° ° E E VALANCE i A \ i I ih x ° ° Medical 1' 6" 2'-1" 2'-1' 2'-3" 42'-3" 1'-6" 1'-3' 2'-6" 2'-6" 2::-0" Center 1" Al 8 6 7 3 4 3 2 A8.0 A8.0 A8.0 A8.0 A8.0 A8.0 A8.0 SIMILAR SIMILAR 4C-SOUTH 5A-NORTH 5B-EAST 5C-SOUTH 5D-WEST 6A-NORTH 6B-EAST 6C-SOUTH 6D-WEST LL� T 4 � AM Concierge CONSUL 30 5 OFFICE 305 6 EX 306 A7.0 1/4" = 1 '-0" A7.0 1/4" = 1 '-0" �.O1/4" = 1'-0" Clinic US Bank Building 5 /14 0 Suite 306 A8.0 4„ 1 Vail�Color Colorado d 2'- " 2'-9" 2'-9" 1'-6' i I , � Sheet Title: N N OPTION 1 OPTION 2 E D E UCL '\ROD o 00 00 ° MIRROR N E D SHARPS ED \ CD E 0 E \ INTERIOR ELEVATIONS 0 0 0 ° ° 1 -1 -44-11 JI 2'-0" Permit Set 10 May 2013 2 3 4 Sheet Number: A8.0 A8.0 A8.0 7A-NORTH 7B-EAST 7C-SOUTH 7D-WEST 8A-NORTH 8B-EAST 8C-SOUTH 8D-WEST N 7 A700 EXAM 307 8 OFFICE 308 a A7.0 1/4" = 1 '-0" A7.0 1/4" = 1 '-0" 0 DPA Project: 13908.00.000 COPYRIGHT 2013-DAVIS PARTNERSHIP,P.C. sumsm mosom WOOD HEAD AND JAMB ENNIN F_7WITH OPAQUE SIDE LITE ■ . ■ . - ■ ■ ■ ■■ HALL 311 � OPEN TO WANG DAVIS PARTNERSHIP o 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 1611111111111111111 . � 9A—NORTH 9B—EAST 9C—SOUTH 9D—WEST MARTIN MARTIN 0225 MAIN STREET; SUITE C101 9 EDWARDS, COLORADO 81632 HALL 309 970.581.2546 BEAUDIN GANZE CONSULTING ENGINEERS 222 CHAPEL PLACE, UNIT AC-201 P.O. BOX 9650 /14 5 AVON, COLORADO 81620 A8.0 A8.0 970.949.6108 SIMILAR 1Y" 1y» WOOD TRIM TO MATCH HEAD TRIM WOOD OPEN SHELVING 2'-11" 2'-11" 2'-11" 1 -3 WOOD TRIM TO MATCH DOOR JAM 1 -3 WITH WOOD LOCKER BELOW PERIMETER OF WINDOW WAL TILE SHOWER � — N 611 -4 - � s F BOR T11 o UCL E E O MIRR R Q TD►+ OOK N p�� O 3'GRAB BAR® 18', 4'G BASS 42'GRAB BAR•3" - o _ UC REF o - 42'GRAB BAR•34' WASTE W TILE AlIR�20R E o b o v F I ih TILE BASE IL 4N�- 1'-11" 2'-1" 2-VY" 2'-0" 2'-0" 2'-1" 3' 3" 2'-1" COORDINATE BLOCKING WITH ADA MOUNTING 1Y" 1'-2Y" HEIGHTS FOR ALL TOILET ACCESSORIES �1 ,4" 4 2 1 A8.0 A8.0 A8.0 A8.0 �� � - •� rpm Is 10A—NORTH 1013—EAST 10C—SOUTH 10D—WEST 12A—NORTH 12B—EAST 12C—SOUTH 12D—WEST 10 TO I LET 310 1 2 CLEAN 312 /°F o A7.1 1/4" = 1'-0" A7.1 1/4" = 1 '-0" Co SCOTT MICHAEL NEVIN 1' " » 8 /15 1Y" 1Y" -3 2'-11 2'- 11" 202985 5/10/20 �D ARC GENERAL NOTES E E UCL o HALL 311 PD 0 p I II II rEc `V ANGLED 1 . ALL "OPEN SPACE" INTERIORS OR UNDER COUNTER OPENINGS TO HAVE FlNISHED Vail \ I I �- L / EKG END PANEL FINISHED PLASTIC LAMINATE PANELS. E o E o I E E 2. PROVIDE EQUAL FILLER PANELS AT EACH END OF CASEWORK SECTIONS; Valley U U '�' D B FILLER PIECES TO BE LESS THAN 3" UNLESS NOTED OTHERWISE. 3. PROVIDE SEAM FILL AT ALL JOINTS. 4. PROVIDE 2" RADIUS EDGE AT EXPOSED COUNTER CORNERS. Medical 2'-1" 3'-3" 2'4/8" S-3" 2'-1" S-9" 3'-9" 5. RETURN APRONS AND LIGHT VALANCES TO WALL AT EXPOSED ENDS. 1Y„ 6. CONTRACTOR TO COORDINATE BLOCKING AND COUNTERTOP SUPPORT Center MEMBERS. 1 7. ALL BACK AND SIDE SPLASHES TO BE 4" HIGH, UNLESS OTHERWISE NOTED; A8.0 CAULK TO WALL BEHIND. ALL COUNTERS TO RECEIVE BACK SPLASH UNLESS NOTED OTHERWISE. 13A—NORTH 1313—EAST 13C—SOUTH 13D—WEST 14C—SOUTH 8. UPPER CABINETS TO BE 15" DEEP, ALL COUNTERTOPS TO HAVE 24" COUNTER DEPTH, UNLESS OTHERWISE NOTED. 9. REFER TO SHEET A8.0 FOR STANDARD CASEWORK DETAILS. Concierge ('13 SOILED 313 ('14_ HALL 314 10. PLASITC LAMINATE TO BE APPLIED TO ALL EXPOSED SURFACES. CABINET A7.1 1/4" = 1'-0" �.l1/4" = 1 '-0" INTERIORS TO BE WHITE MELAMINE. Clinic 11 . ALL TOILET ACCESSORIES TO BE PROVIDED BY, AND INSTALLED BY C C CONTRACTOR PER ANSI AND ADA REQUIREMENTS. 5 14 5 US Bank Building A8.0 A8.0 A8.0 Suite 306 1y" 1Y" LEGEND 1'-3" 1'-6" 3'-0" 1'-9' 2'_6°° 1'-3" '-3" 108 South Frontage Road 2%" DESIGNATES INDIVIDUALLY KEYED LOCKS; 2 KEYS PER LOCK Vail, Colorado 81657 a FEP FINISHED END PANEL; FLUSH WITH DOOR FRONTS I i �'..' SOAP DISPENSER BY OWNER; CONTRACTOR TO PROVIDE BLOCKING OPTION 1 OPTION 2 C14 Sheet Title: PAPER TOWEL DISPENSER BY OWNER; CONTRACTOR TO E p 00 QQ SHEUI/ UCL E D ° [PTD� PROVIDE BLOCKING N E D E D ROq I 0 0 N 0 o a, U-) UI, I - UCL UNDER COUNTER LIGHTING WITH PLASTIC LAMINATE VALANCE RETURN INTERIOR ELEVATIONS E p p E VALANCE TO WALL WHERE APPROPRIATE G GROMMET-TO BE LOCATED BY OWNER; PRIOR TO MOVE IN 112 1' 9" 2'- " 1'-9" 3'-0" 2'-0" 1Y„ D TELECOMMUNICATION OUTLET J1/1/2 2% Permit Set 10 May 2013 ��42 3 E ELECTRICAL OUTLET A8.0 A8.0 A8.0 Sheet Number: 15A—NORTH 15B—EAST 15C—SOUTH 15D—WEST 15 EXAM 315 a �.l1/4" = 1'-0" 0 DPA Project: 13908.00.000 COPYRIGHT 2013-DAVIS PARTNERSHIP,P.C. 1" OVERHANG .■■ . . SOLID SURFACE WITH EASED EDGE 2'-0" U.N.O. --OVER MDF BOARD COUNTERTOP 34 2'-1 2'-1" 2'-1' _ 0 4" SOLID SURFACE BACKSPLASH 1Y", hY„ 1 GYP. BD. _ -I ■ man ■ - GYP. BD. SOFFIT 2 GROMMET AS REQUIRED _ GYP. BD. CEILING TILE M ._, _ GYP. BD.—/ - - 4" BACKSPLASH 4" BACKSPLASH <� » - ■ OEM 1x4 WOOD BLOCKING; ?� _ / PAINT TO MATCH WALL PLAM COUNTERTOP WITH PVC EDGE 4 BACKSPLASH DRAWER DRAWER 3-5 8 MTL. STUDS AT 24 O.C. SOLID SURFACE WITH EASED EDGE ADJ. TO MATCH LAMINATE ��� OVER MDF BOARD COUNTERTOP SHELVES, 18 GA. SHEET METAL BACKING SOLID SURFACE WITH EASED EDGE • INT. ELEVATIONS SINK OVER MDF BOARD COUNTERTOP GYP. BD. z Z FOR NUMBER CONT. BEHIND CASEWORK RECESSED DRAWER 1 "' STANDARDS DAVIS 20 GA. SHEET METAL BACKING / 18 GA. SHEET METAL BACKING _ - PLASTIC LAMINATE ON ALL 1-Z 4» 4„ CONT. BEHIND CASEWORK ` % _ 1'_3" Q OF SHELVES CONT. BEHIND CASEWORK 18 GA. SHEET METAL BACKING EXPOSED SURFACES 4 • - -� - _ _ 18 GA. SHEET METAL BACKING DRAWER - 9 D 3 „ A o ADJ. SHELF -� - <o CONT. BEHIND CASEWORK w PARTNERSHIP i / FRONTS 3/" FRONTS ° CONT. BEHIND CASEWORK w w _ Y" PLYWOOD BACKING - » » » �» FRONTS Ln EXPANSION BOLT ANCHORS Y4 PLYWOOD BACKING Y4 PLYW00 � � w N ARCHITECTS 3 „ 1x WOOD BLOCKING 1 x WOOD BLOCKING 1 x WOOD BLOCKING DRAWER Y4 PLYWOOD BACKING RECESSED COMPACT Y ` STDS. FLUORESCENT 2x WOOD BLOCKING 2x WOOD BLOCKING 2x WOOD BLOCKING FIXTURE, Denver�2301 Blake Street, Suite 100 1 x WOOD BLOCKING °` Denver, CO 80205 303.861.8555 NOTE: COMPLETELY �_, �> Vail 0225 Main Street, Unit C101 IN—FILL UNDERSIDE OF (Edwards, CO 81632 970.926.8960 CABINETS INCLUDING APRON WHERE 3" "3- CORNERS, SEAM-FILL INT. ELEVATIONS 3" MARTIN MARTIN COUNTER TOP SINK BASE CABINET W/ ADJUSTABLE SHELF AND DRAWER CABINET WITH 4 DRAWERS ��P ER CA BINET W ADJUSTABLE SHELVES 0225 MAIN STREET; SUITEC101 1'-0" 11 1'-0" EDWARDS, COLORADO 81632 970.581.2546 BEAUDIN GANZE CONSULTING ENGINEERS 222 CHAPEL PLACE, UNIT AC-201 P.O. BOX 9650 MIRROR IN 2" WOOD FRAME; AVON, COLORADO 81620 2-3 2'-3" ROUT BACK TO ACCOMMODATE TILE 970.949.6108 2'-3" 1 TILE, RE: FINISH SCHEDULE „ GYP. BD. 3/4° GYP. BD. 1" N 2'-1° HARDWOOD 2'-1" 71 P.LAM BACKSPLASH >1 4" BACKSPLASH ` APRON 3/4" SOLID SURFACE WITH EASED EDGE �' ` `�' HARDWOOD- k �` �'� °�� ° ` °�`���"'``` SOLID SURFACE WITH EASED EDGE �� � APRON OVER MDF BOARD COUNTERTOP ,, OVER MDF BOARD COUNTERTOP DRAWER ^ N CUTOUT WITH SINK _ 7\7\\\ 3/4" P.LAM. EASED EDGE 2" SS1 BACKSPLASH _ 8» MIN GYP. BD. AT PERIMETER; 4" FRONTS - - 3/4" P.LAM. REMOVABLE PANEL Y4" PLYWOOD BACKING CENTER IN DRAWER o SS1 COUNTER TOP ON MDF BOARD CD COUNTER DEPTH BUTT JOINT _ 1 x WOOD BLOCKING o `�' SINK �� � � 3/4» 18 GA. SHEET METAL BACKING _ 5�" I I�l� HARDWOOD "' 2x WOOD BLOCKING N CONT. BEHIND CASEWORK 3/4" HARDWOOD REMOVABLE PANEL �� �� �I i', _ ON 3/4" WITH CONCEALED CLIP FASTENERS; i� ° �j �_ PLYWOOD 4" FRONT; UNDERCUT CONTRACTOR TO COORDINATE ' - WOOD BLOCKIN r, �, z " 20 GA. SHEET METAL BACKING Y4" PLYWOOD BACKING BLOCKING WITH FASTENERS �, ��� 3/4" FINISHED 1 HARDWOOD CONT. BEHIND CASEWORK 1x WOOD BLOCKING DRAWER END PANEL TILE, RE: FINISH SCHEDULE BASE BEYOND ---- 2x WOOD BLOCKING 3" SINK BASE NTER TOP WITH OPEN BASE CABINET CABINET WITH 4 DRAWERS SINK AT VALANCE OF COQ 6 » ' " (D�OU = 1'-0" 8 1" = 1'-0" 9 0,� SCOTT MICHAEL NEVIN 202985 �C), GYP. BD. 2'-1 2'-1" 2'-1" \ � A � 5/10/201 4" BACKSPLASH GYP. BD.—// ti N SOLID SURFACE WITH EASED EDGE 4" BACKSPLASH f OVER MDF BOARD COUNTERTOP \ _ 18 GA. SHEET METAL BACKING DRAWER SOLID SURFACE WITH EASED EDGE DRAWER CONT. BEHIND CASEWORK OVER MDF BOARD COUNTERTOP GYP. BD. 18 GA. SHEET METAL BACKING DRAWER - COORDINATE SIZE 3/" FRONTS CONT. BEHIND CASEWORK `° 2'-1" 2'_1" Y" PLYWOOD BACKING _ _ Y" PLYWOOD BACKING WITH SCANNER/PRINTER _CEILING TILE _ C° Vail 0 o CEILING TILE i N Y" PLYW009 � � N Y PLYWOOD BACKING 1x WOOD BLOCKING DRAWER - DRAWER DRAWER 1 x WOOD BLOCKING 1x WOOD BLOCKING Valley 3-5/8" MTL. STUDS AT 24" O.C. 3-5 8" MTL. STUDS AT 24" O.C. 2x WOOD BLOCKING -- 2x WOOD BLOCKING / — — ��, - °` " 2x WOOD BLOCKING �� Medical x 11 GYP. BD. SOFFIT GYP. BD. SOFFIT 1 Center ADJ. SHELF 20 GA. SHEET METAL BACKING BOTTOM DRAWER TO ACCOMMODATE �31 "3' 3 GYP. BD. CONT. BEHIND CASEWORK LETTER SIZE PAPER FILING. 2'-0" 20 GA. SHEET METAL BACKING RECESSED N CONT. BEHIND CASEWORK STANDARDS GYP. BD. to FIRE EQUIPMENT CABINET SI�I�R, E�AF' WER CABINET ADJUSTABLE SHELVING UNIT Concierge 1 1 1» = 1'-0" - „ 1 — 1 —0 Clinic z US Bank Building Suite 306 SHELF FIXED SHELF----, 1'-2" 1'-2" 108 South Frontage Road lit 2'_0" SOLID SURFACE WITH SOLID SURFACE WITH SOLID SURFACE WITH g COAT ROD A , `� „ EASED EDGE OVER EASED EDGE OVER EASED EDGE OVER Vail, Colorado 81657 MDF BOARD MDF BOARD MDF BOARD COUNTERTOP COUNTERTOP COUNTERTOP 2'-11" I � � 7Y 2' 0" A \ .. 2 Sheet Title: L/4 3 3 3 /„ 4 4 4 rn III II » I i 2'-1' 3Y 4 " Y4" PLYWOOD BACKING 3 " 3 » s " -9 2 x WOOD STUD WALL /4 /a 4 i WITH CHERRY VENEER IP Ya" PLYWOOD BACKING W/ 1x WOOD BLOCKING M �, ON 3/4" MDF BOARD N P. LAM. FINISH i i EACH SIDE WITH HARD INTERIOR DETAILS `° WOOD TRIM Ilk 2"x WOOD STUD WALL N 2"x WOOD STUD WALL N i. Y4" PLYWOOD BACKING WITH CHERRY VENEER WITH CHERRY VENEER 3 „ ON 3/4" MDF BOARD ON 3/4" MDF BOARD FRONTS EACH SIDE WITH HARD EACH SIDE WITH HARD lx WOOD BLOCKING WOOD TRIM WOOD TRIM HARD WOOD BASE; l � _ Permit Set 10 May 2013 2x WOOD BLOCKING o o TYPICAL �i o Sheet Number: 3" S 2'-0„ a A800 ��O KER SHELVING UNIT CABINET WORK SURFACE WITH VANITY PANEL TRANSACTION COUNTER END PILASTER 3 14 = 1'-0„ 1'-0" 1'-0" = 1'-0" —o„ DPA Project: 13908.00.000 cl COPYRIGHT 2013-OAVIS PARTNERSHIP,P.C. sumsm NOMMIN ENNIN OEM a MENEM DAVIS PARTNERSHIP ATTACH METAL STUDS TO DECK ABOVE ARCHITECTS �: . I. WOMEN I Denver 2301 Blake Street, Suite 100 (Denver, CO 80205 303.861.8555 I EXTEND GYPSUM BOARD 6" O O VaiI10225 Main Street, Unit C101 ABOVE FINISHED CEILEING Edwards, CO 81632 970.926.8960 EXAM •� - � VARIES 315 2 MARTIN MARTIN 0225 MAIN STREET; SUITE C101 " METAL STUDS; UNO. _� g \--ACOUSTICAL CEILING TILE EDWARDS, COLORADO 81632 35/ / O 970.581.2546 %" GYPSUM BOARD O O BEAUDIN GANZE CONSULTING ENGINEERS 222 CHAPEL PLACE, UNIT AC-201 P.O. BOX 9650 HAL O O O AVON, COLORADO 81620 S OILED 314 970.949.6108 2 DROPPED SOFFIT E3 13 0 TELE EL_EC ELEC O - - - - ° O 0 ——. . 0 O O O - - HALL O : O: 311 :. AITI N ATTACH METAL STUDS TOILET 302 310 - TO DECK ABOVE O 0 O 0 O O 0 1'-2" C EAN 0 4 3 12 2 CORRIDOR . ' 303 CROWN MOLDING �\ %� GRID CEILING 3-5/8" MTL. STUDS VARIES AT 24" O.C. GYP. BD. SOFFIT 0.. O O O HALL 0 0 rpm M1 .2 309 CONSULT •' 304 �pF Cp4p O O co SCOTT MICHAEL NEVIN 202985 ('3"—TYPICAL SOFFIT O O I �D Ate` OFF( E OFFICE D N 5/10/20 30 O O 305 EXAM EXAM 307 306 1 — O • - � • u. •� O O O O Vail - - - - u U Valley 1 REFLECTED CONSTRUCTION PLAN Medical C enter A9.0 1 /4)) = 1 '-0" 0 2 4 RCP LEGEND GENERAL NOTES INDICATES EXSITING WALL INDICATES NEW 2'x4' RECESSED 1 . LIGHTING AND CEILING TO BE CENTERED IN ROOM OR HALL. FINISHED Concierge O FLUORESCENT FIXTURE CEILING HEIGHT TO BE 8'-0". Clinic INDICATES NEW WALL INDICATES NEW RECESSED DOWN 2. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION OF LIGHT FIXTURES, US Bank Building INDICATES NEW DOOR 0 LIGHT FIXTURE REFER TO ELECTRICAL DRAWINGS FOR FIXTURE SIZES AND TYPES, EXIT SIGNS, Suite 306 INDICATES EXSITING DOOR INDICATES NEW PENDANT LIGHT SPEAKERS, SMOKE DETECTORS, AND ADA REQUIRED DEVICES. REFER TO 0 FIXTURE MECHANICAL DRAWINGS FOR LOCATION AND SIZES GRILLE LOCATIONS AND SIZES. 108 South Frontage Road INDICATES NEW 2'x2' CEILING SPRINKLER HEADS TO BE CENTERED. Vail, Colorado 81657 GRID WITH NEW ACOUSTICAL O INDICATES NEW LENSED DOWN CEILING TILE/ACT 1 LIGHT FIXTURE 3. CEILINGS TO BE 8'-0" UNLESS NOTED OTHERWISE. SOFFITS TO BE 7'-0" ' -- ' • "- •' o INDICATES NEW VANITY LIGHT UNLESS NOTED OTHERWISE. INDICATES GYPSUM BOARD FIXTURE Sheet Title: CEILING OR SOFFIT ------ INDICATES NEW UNDER CABINET LIGHT FIXTURE KEYNOTES REFLECTED INDICATES GYPSUM BOARD CEILING PLAN — — — — — — — CEILING OR SOFFIT O NO WORK IN THIS AREA. O DROPPED SOFFIT AT 7'-0"; RE: 2/A9.0. LEGENDS AND NOTES O SOFFIT WITH CROWN MOLDING EACH SIDE; RE: 3/A9.0. Permit Set 10 May 2013 Sheet Number: o A900 N T N 0 DPA Project: 13908.00.000 COPYRIGHT 2013-DAVIS PARTNERSHIP,P.C. ISSUE LOG ABBREVIATIONS/PLAN SYMBOLS ■• . ■ MECHANICAL SHEET INDEX AFF ABOVE FINISHED FLOOR (E) EXISTING NIC NOT IN CONTRACT ■ . ■ M . AFG ABOVE FINISHED GRADE EAT ENTERING AIR TEMPERATURE OBD - OPPOSED BLADE VOLUME DAMPER ■ . Eno BDD - BACK DRAFT DAMPER EXH - EXHAUST OC ON CENTER BFG BELOW FINISHED GRADE EWT - ENTERING WATER TEMPERATURE OSA - OUTSIDE AIR MENEM NOTES: # TITLE BOP - BOTTOM OF PIPE FROM FINISHED FLOOR FBO FURNISHED BY OWNER RA RETURN AIR Q� CFM - CUBIC FEET PER MINUTE FCO - FLOOR CLEANOUT SA - SUPPLY AIR DAVIS 1. THE ENTIRE THIRD FLOOR SHALL HAVE A PRE-TEST M1.0 MECHANICAL COVER SHEET �/ CLG - CEILING GPM - GALLONS PER MINUTE (WATER FLOW RATE) TYP - TYPICAL PERFORMED PRIOR TO DEMOLITION ON ALL VAV BOXES M1.1 MECHANICAL SCHEDULES AND THE ASSOCIATED ROOFTOP UNIT. PROVIDE TEST J CONN - CONNECT LAT - LEAVING AIR TEMPERATURE UNO - UNLESS NOTED OTHERWISE PARTNERSHIP REPORT TO OWNER/ARCHITECT/ENGINEER INDICATING M1.2 MECHANICAL SPECIFICATIONS AIRFLOW OF EACH VAV BOX,AIRFLOW OF ROOFTOP CO - CLEANOUT LWT - LEAVING WATER TEMPERATURE W/ - WITH UNIT,AND EXTERNAL STATIC PRESSURE DEVELOPED MD2.1 MECHANICAL DEMOUITON PLAN COTG - CLEANOUT TO GRADE (N) - NEW WCO - WALL CLEANOUT ARCHITECTS BY ROOFTOP UNIT. THIS PRE-TEST SHALL BE COORDINATED WITH VVMC AND SHALL NOT BE M2.1 MECHANICAL PLAN-3rd FLOOR DN - DOWN PREFORMED DURING NORMAL BUSINESS HOURS SO AS M2.2 MECHANICAL ROOF PLAN NOT TO DISTURB THE BUILDING OCCUPANTS. Denver 2301 Blake Street, Suite Denver, CO 80205 303.861861 .8555 2. EXISTING FIRE/SPRINKLER PIPING SHALL BE P2.1 PLUMBING PLAN-3rd FLOOR PLAN SYMBOLS RECONFIGURED AS REQUIRED FOR NEW SPACES. P2.2 PLUMBING PLAN-ROOF 0225 Main Street, Unit C101 CONTROL PANEL sP DUCT STATIC PRESSURE SENSOR O FIRE RISER Vail Edwards, CO 81632 970.926.8960 M3.1 MECHANICAL DIAGRAMS J coz CARBON DIOXIDE SENSOR ROOM PRESSURE SENSOR O HVAC RISER SECTION CUT M3.2 MECHANICAL CONTROLS DIAGRAMS �/ O CARBON MONOXIDE SENSOR EPO EMERGENCY POWER OFF SWITCH 40 SHEETS OWN ON LETTER/ Consultant QT THERMOSTAT e PLUMBING RISER POINT OF DISCONNECTION MARTIN MARTIN ISSUE LOG KEY: SD REMOTE TEMPERATURE SENSOR a HEATING WATER RISER ® POINT OF NEW CONNECTION 0225 MAIN STREET; SUITE C101 ISSUED AS PART OF A SET Cl) EDWARDS, COLORADO 81632 NOT PART OF SET Lu N Q HUMIDISTAT O CHILLED WATER RISER 970.581.2546 ISSUED FOR INFORMATION ONLY Q o p o BEAUDIN GANZE CONSULTING ENGINEERS PIPING SYMBOLS 222 CHAPEL PLACE, UNIT AC-201 -SMS- SNOWMELT SUPPLY -F- FIRE LINE Da PRESSURE REDUCING VALVE P.O. BOX 9650 AVON, COLORADO 81620 -SMR- SNOWMELT RETURN -PW- PRESSURIZED WASTE VENTURI/FLOW INDICATOR 970.949.6108 -HWS- HEATING WATER SUPPLY - W - WASTE PIPE pq SOLENOID VALVE -HWR- HEATING WATER RETURN -V- PLUMBING VENT PIPE I PUMP&EQUIPMENT CONNECTOR -CHS- CHILLED WATER SUPPLY -AW- ACID WASTE PIPE III PIPE UNION -CHR- CHILLED WATER RETURN -AV- ACID VENT PIPE DOUBLE CHECK BACKFLOW PREVENTER -CS- CONDENSER SUPPLY -GW- GREASE WASTE PIPE X PIPE ANCHOR -CR- CONDENSER RETURN -ST- STORM DRAIN PIPE ® PIPE EXPANSION JOINT -G- NATURAL GAS -ST(OF) -STORM DRAIN OVERFLOW B=Q] FLEXIBLE CONNECTOR -MG- MEDIUM PRESSURE GAS -SD- SECONDARY DRAIN SAFETY RELIEF VALVE DO Lie. -LPG- LIQUID PROPANE GAS -SO- SAND AND OIL WASTE Y AIR VENT - - ` , tom, - D - DRAIN PIPE -VAC- VACUUM PIPE T PRESSURE-TEMP.TAP U -PC- PUMPED CONDENSATE -CA- COMPRESSED AIR PIPE PRESSURE GAUGE W/PIG TAIL&COCK -FOV- FUEL OIL VENT Irl BUTTERFLY VALVE 4 THERMOMETER -FOF- FUEL OIL FILL D4 SHUT OFF VALVE (BALL, GATE,BUTTERFLY) VACUUM BREAKER X55 -GF- GLYCOL FEED W GLOBE VALVE o HORIZONTAL CLEANOUT -RFS- RADIANT FLOOR SUPPLY IV H CHECK VALVE II VERTICAL CLEANOUT -RFR- RADIANT FLOOR RETURN DJ FLOW CONTROL VALVE Q FLOOR DRAIN Issue/Revisions Date No.] -RS- REFRIGERANT SUCTION CI BALL VALVE ® FLOOR SINK -RL- REFRIGERANT LIQUID 101 PLUG OR BALANCING VALVE ® ROOF DRAIN - DOMESTIC COLD WATER ® FLOW BALANCING VALVE FV STRAINER W/BLOW-OFF VALVE _NS- NON-SOFTENED DOMESTIC COLD WATER - PLUG VALVE IN RISER -o*-p SHOCK ABSORBER -- DOMESTIC HOT WATER GATE OR GLOBE VALVE IN RISER Fe FLOW SWITCH 140° -- DOMESTIC HOT WATER(TEMP.SHOWN) DRAIN VALVE W/HOSE END " HOSE BIBB --- HOT WATER CIRCULATION TEMPERATURE CONTROL VALVE " WALL HYDRANT -MA- MEDICAL AIR PIPE -HPS- HIGH PRESSURE STEAM SUPPLY STEAM TRAP -02- OXYGEN PIPE -HPR- HIGH PRESSURE STEAM RETURN FT-FLOAT&THERMOSTATIC -N- NITROGEN PIPE -LPS- LOW PRESSURE STEAM SUPPLY TD-THERMODYNAMIC -N,O- NITROUS OXIDE PIPE -LPR- LOW PRESSURE STEAM RETURN IB-INVERTED BUCKET Project Information DUCTWORK SYMBOLS ®Fis FIRE/SMOKE DAMPER RETURN/EXHAUST DUCT DOWN ® SUPPLY REGISTER ® FIRE DAMPER TURNING VANES SHOWN IN 90-ELBOW. RETURN AIR OR EXHAUST AIR REGISTER. Vail '�-� EXHAUST FAN ON ROOF W/DUCT r-- SUPPLY DIFFUSER;ARROWS 14 THRU ROOF. MANUAL BALANCING DAMPER INDICATE DIRECTION OF THROW SD SMOKE DETECTOR o- Ll -- MOTORIZED DAMPER s 0 DOOR GRILLE Valley Tc TEMPERATURE CONTROLLER m--- BACK DRAFT DAMPER 8 SECTION THRU SUPPLY AIR DUCT. Medical ACCESS PANEL AIR EXTRACTOR SECTION THRU OUTSIDE AIR,RETURN AIR, IVU OR EXHAUST DUCT 0 DUCT SIZES AE■ SUPPLY DUCT DOWN 12x24 I © � METAL(WIDTHxDEPTH�IDE SHEET enter J N SINGLE LINE/DOUBLE LINE DUCTWORK SYMBOLS N SINGLE LINE DOUBLE LINE SINGLE LINE DOUBLE LINE I 0 45° WYE (ROUND) 90° RADIUS ELBOW. Concierge 90°TEE (ROUND) (RECTANGULAR) Clinic 90°ELBOW W/TURNING VANES � 3 45° CONICAL WYE(ROUND) 45° RADIUS ELBOW. US Bank Building Co m Suite 306 90° CONICAL TEE 45° ELBOW(RECTANGULAR) .L 108 South Frontage Road n R Vail, Colorado 81657 DUCT SPLIT R DUCT RISE SYMBOL o D o Sheet Information RIGID RIGID FLEX DUCT DUCT DROP SYMBOL FLEX FLEX Sheet Title: Q SIZE OR SHAPE TRANSITION MECHANICAL ui U COVER SHEET m U PROJECT ALTITUDE U 8,000 ' ABOVE SEA LEVEL L Permit Set 10 May 2013 U U Sheet Number: BEAUDIN M G ANZE Consulting Engineers, Inc. M 1 0 n Vail: (970) 949-6108 COPYRIGHT 2013 Denver: (303) 278-3820 Project No:8739.39 Fort Collins: (970) 221-5691 0 Albuquerque: (505)323-9070 U www.bece.com DPA Project: 13908.00.000 m COPYRIGHT 2013-DAVIS PARTNERSHIP,P.C. 6i === ME EXHAUST FAN SCHEDULE DX GAS-FIRED ROOFTOP UNIT SCHEDULE MEOW FAN MOTOR AIR DELIVERY CAPACITY CONDENSING SECTION COOLING COIL HEATING COIL ELECTRICAL MENIN POWER EXHAUST MARK TYPE HP/ VOLT/ MANUFACTURER* REMARKS MIN. SUPPLY FAN FAN AMBIENT LOW AIR CONDITIONS AIR CONDITIONS GAS-FIRED SECTION / FILTER MANUFACTURER* ■ . ■ . - CFM © ALT & MODEL # MARK OUTSIDE AMBIENT VOLT REMARKS TEMP. MERV & MODEL (IN WC) (WATT) PHASE AIR (CFM) E.S. © E.S.P. © CONTROL E.A.T. L.A.T. TOTAL SENSIBLE E.A.T. L.A.T. S.L. ALT. PH CFM ALT MOTOR HP CFM INPUT © OUTPUT @ MCA MOCP ALT DB ( F) ( F) DB/WB ('F) DB/WB ('F) MBH MBH DB ('F) DB ('F) MBH MBH MENEM (MBH) (MBH) EF-1 DOWNFLOW 200 0.35 1/20 120/1 GREENHECK A G-080-D RTU-1 665 2,200 1.0 2 565 0.5 90 NONE 76/57 55/55 69.1 46 40 98 150 97 36.2 45 208/3 14 JCI J06ZHS15Q2BZZ5 A,B,C,D,E,F,G,H DAVIS MANUFACTURERS: MANUFACTURERS: * ACME, COOK, GREENHECK, PANASONIC, PENN MAN* GENERAL NOTES: PARTNERSHIP A: PERFORMANCE RATED FOR PROJECT ALTITUDE OF 8,000 FT. GENERAL NOTES: A: UNIT RATED FOR PROJECT ALTITUDE OF 8,000 FT. ARCHITECTS B: UNIT PROVIDED WITH INVERTER DUTY MOTOR AND VARIABLE FREQUENCY DRIVE. C: UNIT PROVIDED WITH PROPELLER POWERED EXHAUST. D: UNIT PROVIDED WITH 2-STAGE GAS HEAT. Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 E: UNIT PROVIDED WITH 100% OSA ECONOMIZER WITH ENTHALPY CONTROL. F: UNIT PROVIDED WITH HOT GAS BYPASS. Vail 0225 Main Street, Unit C101 G: UNIT PROVIDED WITH STAINLESS STEEL DRAIN PAN. Edwards, CO 81632 970.926.8960 H: UNIT TO BE PROVIDED WITH RETURN AIR SMOKE DETECTOR. Consultant VENTILATION SUMMARY VARIABLE VOLUME TERMINAL BOX SCHEDULE MARTIN MARTIN 0225 MAIN STREET; SUITE C101 HEATING COIL EDWARDS, COLORADO 81632 PEOPLE PRIMARY MIN. INLET 970.581.2546 ASSOCIATED OCCUPANCY SPACE NUMBER OF PEOPLE AREA OSA, AREA OSA, BREATHING ZONE ZONE PRIMARY MIN PRIMARY INLET MAX MIN MANUFACTURER* VAV BOX SPACE NAME TYPE AREA, S.F. PEOPLE OSA, OSA CFM CFM/S.F. CFM OSA, CFM AIRFLOW, CFM AIRFLOW, CFM OUTDOOR AIR MARK DIA.(IN. CFM CFM S.P. © S.L. EWT LWT GPM COIL & MODEL # ACCESSORIES REMARKS BEAUDIN GANZE CONSULTING ENGINEERS CFM/S.F. FRACTION Zp ) (IN WC) DEG F DEG F ADP 222 CHAPEL PLACE, UNIT AC-201 P.O. BOX 9650 VAV-1 OFFICE 305 OFFICE 138 3 10 30 0.12 17 55 195 115 0.48 AVON, COLORADO 81620 VAV-1 10 910 505 0.5 180 160 1.6 0.15 TITUS DESV - - 970.949.6108 VAV-1 EXAM 306 OFFICE 141 3 10 30 0.12 17 55 290 115 0.48 VAV-2 8 750 435 0.5 180 160 1.4 0.22 TITUS DESV - - VAV-1 EXAM 307 OFFICE 141 3 10 30 0.12 17 55 175 115 0.48 VAV-3 6 225 80 0.5 180 160 0.3 0.05 TITUS DESV - - VAV-1 OFFICE 308 OFFICE 195 3 5 15 0.12 23 55 250 160 0.44 MANUFACTURERS: * PRICE GENERAL NOTES: VAV-2 RECEPTION 301 / RECEPTION 329 6 5 30 0.06 20 65 265 150 043 A' WAITING 302 B• DO Lie. VAV-2 HALL 309 CORRIDOR 276 0 0 0 0.06 17 15 80 45 0.44 U PLUMBING FIXTURE SCHEDULE HALL 311 / VAV-2 CORRIDOR 124 0 0 0 0.06 7 10 75 40 0.38 . HALL 314 MANUFACTURER* FAUCET TRIM MFR.* 0�F SYMBOL TYPE A.D.A. FINISH & MODEL # & MODEL # ACCESSORIES REMARKS SCl - VAV-2 CLEAN 312 STORAGE 64 0 0 0 0.06 4 5 65 50 0.1 P1 EXAM SINK, NO BISQUE CORIAN 805 TOTO TEL5GG60#CP CONTROLLER/MIXER 15-3/4" x 17-5/8" x 8-1/4" VAV-2 SOILED 313 STORAGE 82 0 0 0 0.06 5 5 50 50 0.10 CLEAN SINK TN78-10V560 Issue/Revisions Date No.] P2 SOILED SINK NO BISQUE CORIAN 850 TOTO TEL5GG60#CP CONTROLLER/MIXER EACH BOWL IS VAV-2 EXAM 315 OFFICE 141 3 10 30 0.12 17 55 115 115 0.48 TN78-1OV560 13-5/8" x 16-5/8" x 8-7/8" KOHLER LADENA KOHLER TRITON KOHLER WRISTBLADE P3 LAVATORY YES BISQUE K-2215, 21" K-7304-5A-CP LEVER, HANDLES 21" x 14" VAV-3 CONSULT 304 OFFICE 247 5 10 50 0.12 30 100 225 185 0.54 SYSTEM P4 COFFEE BAR NO BISQUE KOHLER KATHRYN KOHLER FORTE NO SIDESPRAY 17" X 13" UNCORRECTED OUTDOOR AIR INTAKE FLOW RATE: 400 VENTILATION OUTDOOR AIR INTAKE FLOW K-2330-N K-10443-CP CFM EFFICIENCY: RATE: 665 CFM 0.6 KOHLER HIGHLINE _ KOHLER OPEN FRONT _ NOTES: P5 WATER CLOSET YES BISQUE K-3979 SEAT K-4731 CALCULATIONS PERFORMED IN ACCORDANCE WITH 2009 INTERNATIONAL MECHANICAL CODE. ZONE AIR DISTRIBUTION EFFECTIVENESS Ez IS 0.8 FOR ALL ZONES. CALCULATIONS BASED ON MINIMUM VAV BOX AIRFLOWS P6 FLOOR DRAIN NO BRONZE ZURN 415-B - - - SIDE-RAIL AND HAND Project Information SHHOWER POLISHED KOHLER FAIRFAX SHOWER PACKAGE. P7 CONTROLS YES CHROME - K-10826-4 K-304 RITE TEMP WITH VALVE TRIM PRESSURE BALANCING VALVE MANUFACTURERS: Vail FIXTURE: AMERICAN STANDARD, UNIVERSAL RUNDLE, FIAT STERN WILLIAMS FAUCET: SPEAKMAN, DELTA, AMERICAN STANDARD, CHICAGO Valley DRAIN: JOSAM, WADE SMITH GENERAL NOTES: A: Medical U U Center J GRILLE, REGISTER, DIFFUSER & LOUVER f6 N N SYMBOL USE PATTERN FINISH MANUFACTURER*& MODEL # ACCESSORIES REMARKS 0 O SUPPLY LOUVERED WHITE TITUS TDC - A,C Concierge Clinic .6 OB SUPPLY LOUVERED WHITE TITUS TDC - B,C 0 US Bank Building Suite 306 m © SUPPLY LOUVERED WHITE TITUS 271 RL NO OBD C 108 South Frontage Road O RETURN PERFORATED WHITE TITUS PAR - C Vail, Colorado 81657 rn O EXHAUST LOUVERED WHITE TITUS 23RL NO OBD C Sheet Information co M co MANUFACTURERS: Sheet Title: o GRID PRICE Q GENERAL NOTES: MECHANICAL U w A: PROVIDE ROUND DUCT CONNECTION B: PROVIDE SQUARE DUCT CONNECTION SCHEDULE S C: PROVIDE BORDER AND FRAME SUITABLE FOR APPLICABLE CEILING INSTALLATION AS SHOWN IN PLANS U 6 U (D L Permit Set 10 May 2013 U U Sheet Number: BEAUDIN M G ANZE co Consulting Engineers, Inc. M 1 1 .4 Vail: (970) 949-6108 COPYRIGHT 2013 Denver: (303) 278-3820 Project No:8739.39 Fort Collins: (970) 221-5691 0 Albuquerque: (505)323-9070 n www.bece.com DPA Project: 13908.00.000 m COPYRIGHT 2013-DAVIS PARTNERSHIP,P.C. 6i GENERAL THOUGH EACH AND EVERY ITEM NECESSARY IS NOT SPECIFICALLY MENTIONED OR UNINTERRUPTED THROUGH HANGERS. VAPOR BARRIERS SHALL BE CONTINUOUS, OTHER FNISHED SPACES SHALL BE CHROME PLATED. SUBMIT MANUFACTURERS BROCHURES ON FIRE PROTECTION FIXTURES TO --_ ■ ■ SHOWN. AND SEALED WITH"NON-BREATHING"MASTIC ON COLD PIPING. ALL RAW EDGES THE ARCHITECT/ENGINEER FOR APPROVAL. ■■ . ■ - MECHANICAL WORK SHALL COMFORM TO THE FOLLOWING CODES: PROVIDE CONDENSATE DRAIN PIPING FOR THE A/C UNITS AS INDICATED ON THE ALL LOCAL.CITY,COUNTY.AND STATE CODES, SUBMIT SHOP DRAWING AND/OR MANUFACTURER'S BROSHURES ON AIR OF INSULATION SHALL BE NEATLY TRIMMED AND SEALED WITH MASTIC. PLANS AND AS REQUIRED.PIPING SHALL BE TYPE M HARD COPPER WITH CAST WORK INCLUDED BUT NOT INCLUSIVE THE FIRE PROTECTION SYSTEM ■ . ■ AABC-ASSOCIATE AIR BALANCE COUNCIL CONDITIONING EQUIPMENT,EXHAUST FANS,AIR DEVICES,AND VENTILATORS. INSULATION THICKNESS BELOW BASED ON INSULATION CONDUCTIVITY VALUE NOT BRASS DRAINAGE FITTINGS.MAKE JOINTS WITH 95/5 SOLDER. REQUIRED FOR THIS WORK AS INDICATED ON THE DRAWINGS AND INCUDES, ■ . EXCEEDING 0.27 BTU*IN/(HR*FT^2*°F): BUT IS NOT LIMITED TO: MEN WORK INCLUDED BUT NOT INCLUSIVE FLOOR DRAINS ■ . ADC-AIR DFFUSION COUNCIL HOT WATER,CHILLED WATER,BRINE AND REFRIGERANT-ALL PIPE SIZES,1.5" A COMPLETE BUILDING FIRE PROTECTION SYSTEM INCLUDING DISTRIBUTION THE MECHANICAL HVAC SYSTEM REQUIRED FOR THIS WORK AS INDICATED ON THE INSTALL FLOOR DRAINS SO THAT THE TOP OF DRAIN IS FLUSH WITH FINISH FLOOR AGA-AMERICAN GAS ASSOCIATION DRAWINGS INCLUDES BUT IS NOT LIMITIED TO: THICK. QUARRY TILE OR CONCRETE.SLOPE TO DRAIN SHALL BE IN ACCORDANCE WITH AND CONNECTION TO WATER SUPPLY. MEMO ■ AMCA- AIR MOVING AND CONTROL ASSOCIATION PACKAGE ROOFTOP UNITS INCLUDING PRE-FAB FACTORY CURBS,STARTERS, ELECTRICAL THE FOUNDATION PLAN. ALL PERMITS ANSI- AMERICAN NATIONAL STANDARDS INSTITUTE SMOKE DETECTORS,ETC COMPLETE WITH ALL SPECIALTIES SHALL BE OF CAPACITIES,CHARACTERISTICS,SIZES,ETC,AS INDICATED AND INSPECTION AND TESTING STARTERS,CONTROLLERS AND RELAYS THAT ARE PART OF THE DIVISION 23 SCHEDULED ON THE DRAWINGS. ASHRAE- AMERICAN SOCIETY OF HEATING,REFRIGERATION,AND AIR EXHAUST FANS,MAKEUP AIR FANS,INCLUDING PRE-FAB CURBS,STARTERS, EQUIPMENT ARE PROVIDED BY EQUIPMENT SUPPLIERS,ELECTRICAL CONTRACTORS FIRE PROTECTION SYSTEMS SHALL BE IN FULL ACCORDANCE WITH NFPA DAVIS CONDITIONING ENGINEERS ETC COMPLETE WITH ALL SPEACIALTIES OR OTHERS.VERFY WITH EQUIPMENT SPECIFICS IN CONTRACT DOCUMENTS FOR GAS SYSTEM BULLETINS,GOVERNING INSURANCE CODES,AND OWNERS INSURANCE ASME-AMERICAN SOCIETY OF MECHANICAL ENGINEERS ALL SUPPLY,RETURN,MAKE-UP,VENTIALTION,AND EXHAUST DUCTWORK, ADDITIONAL INFORMATION.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISH AND INSTALL A COMPLETE OF GAS PIPING A5 INDICATED ON THE PLANS REQUIREMENTS PARTNERSHIP ASTM-AMERICAN SOCIETY OF TESTING MATERIALS INCLUDING DISTRIBUTION DAMPERS,PLENUMS,TURING VANES,GRILLES, ALL ELEMENTS OF INSTALLATION, INCLUDING ALL WIRING,ETC. AND AS SPECIFIED. ARCHITECTS REGISTERS,AND DIFFUSERS. GAS PIPING SHALL BE STANDARD WEIGHT BLACK STEEL PIPE ALL INTERMEDIATE EXISTING BUILDING CONSTRUCTION AWWA-AMERICAN WATER WORKS ASSOCIATION ALL SUPPLY AND RETURN HYDRONIC PIPING. GAS PRESSURE PIPE AND ALL PIPE 2 1/2'AND LARGER SHALL HAVE WELDED NFPA-NATIONAL FIRE PROTECTION ASSOCIATION TEST AND BALANCE EXISITNG CONDITIONS 12301 Blake Street, Suite 100 TEMEPRATURE CONTROL SYSTEM AND 24 VOLT WIRING. JOINTS.FITTINGS 1-1/2'AND SMALLER SHALL BE STANDARD WEIGHT MALLEABLE Denver Denver, CO 80205 303.861.8555 OSHA-OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION ALL WATER PIPING SHALL BE PRESSURIZED HYDRAULICALLY AT 150 PSI AND THIS IRON SCREWED.FITTINGS 2'AND LARGER SHALL BE TUBE-TURN'OR EQUAL, CONTRACTOR SHALL VISIT JOBSITE PRIOR TO BIDDING AND FIELD VERIFY EXTENT THERMAL AND ACOUSTIC INSULATION OF DUCTS PRESSURE SHALL BE HELD WITHOUT ADDITIONAL PERSSURIZATION FOR NOT LESS STANDARD WEIGHT FORGED STEEL WELD FITTNGS.SCREW THREAD JOINTS V811 OF WORK AND EXACT LOCATIONS/CONDITIONS OF ALL EXISITNG CONSTRUCTION, 0225 Main Street, Unit C101 UL-UNDERWRITERS'LABORATORIES THERMAL INSULATION OF PIPING. SHALL BE MADE WITH AN APPROVED THREAD COMPOUND.DOMESTIC THAN ONE(1)HOUR.EQUIPMENT,ETC. IN THE SYSTEM THAT ME BE DAMAGED BY THIS STRUCTURAL,CLEARANCES,ELEVATORS,SERVICE POINTS ETC AND REQUIRED Edwards,CO 81632 970.926.8960 SMACNA-SHEET METAL AND AIR CONDITIONING NATIONAL ASSOCIATION PRESSURE SHALL BE ISOLATED OR DISCONNECTED FROM THE SYSTEM. MANUFACTURED. FOR COMPLETE AND CORRECTLY OPERATING SYSTEM.CONTRACTORS SHALL INSPECTIONS,TESTING AND BALANCING OF HVAC VIBRATION ISOLATION COORDINATE WITH HENERAL CONTRACTOR OWNERS REP.AND LANDLORD REP Consultant GVI-GAS VENT INSTITUTE,EDITION 10-A DEVICES MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR BALANCING ENTIRE HVAC ALL EQUIPMENT CONNECTIONS SHALL BE PRECEDED BY A MANUAL STOP COCK. SYSTEM:HYDRONIC PIPING,HYDRONIC DEVICES,DUCTS,DIFFUSERS, FANS EXHAUST AND REPORT CONFLICTS OR PROBLEMS WHICH MAY ARISE.PRIOR TO LOCATING IN CASE OF DIFFERENCES BETWEEN BUILDING CODES,SPECIFICATIONS,STATE LAWS, GAS COCK 2"AND SMALLER SHALL BE CRANE COMPANY NO.1228 AND INSTALLING ANY EQUIPMENTOR FIXTURES CONTRACTOR SHALL INCLUDE ALL MARTIN MARTIN LOCAL ORDINANCES,INDUSTRY STANDARDS,UTILITY COMPANY REGULATIONS,AND AND SUPPLY FANS;PER AIR BALANCE SCHEDULE FOUND WITHIN THESE DOCUMENTS. 0225 MAIN STREET;SUITE C101 AIR CONDITIONING EQUIPMENT WHEN PROPERLY BALANCED,FIX AND MARK DAMPER SETTINGS ON EACH PIECE OF PROVIDE SWING CONNECTIONS THROUGHOUT THE SYSTEM TO ALLOW FOR COST IN HIS BUID WITH NO ADDITIONAL EXPENSE TO THE OWNER. EDWARDS, COLORADO 81632 THE CONTRACT DOCUMENTS,THE MOST STRINGENT SHALL GOVERN.SHOULD THE ADEQUATE HORIZONTAL AND VERTICAL EXPANSION AND CONTRACTION,UNIONS EQUIPMENT. RELOCATE ALL EXISITNG DUCTWORK,PIPING OR EQUIPMENT AS SHOWN AND AS 970.581.2546 CONTRACTOR PERFORM ANY WORK THAT DOES NOT COMPLY WITH THE AIR CONDITIONING EQUIPMENT SHALL BE OF CAPACITIES CHARACTERISTICS,SIZE, OF COMPANION FLANGES SHALL BE PROVIDED FOR REMOVAL OF EQUIPMENT. REQUIRED TO ACCOMMODATE THE NEW CONSTRUCTION WHETHER OR NOT THE BEAUDIN GANZE CONSULTING ENGINEERS REQUIREMENTS OF THE APPLICABLE BUILDING CODES,SPECIFICATIONS,STATE LAWS, ETC AS INDICATED AND SCHEDULED ON THE DRAWINGS A.A.B.C.OR N.E.B.B.CERTIFIED AIR BALANCE SPECIALITY CONTRACTOR IS WATER PIPING SYSTEM EXISTING MATERIAL IS SHOWN ON THE DRAWINGS. 222 CHAPEL PLACE, UNIT AC-201 LOCAL ORDINANCES,NDUSTRY STANDARDS,AND ORDINANCES,INDUSTRY COOLING COIL SECTION SHALL INCLUDE REFRIGERATION COMPRESSOR COOLING RECOMMENDED TO PERFORM THE AIR BALANCE AND CREATE A REPORT FOR P.O. BOX 9650 STANDARDS,AND UTILITY COMPANY REGULATIONS,THEY SHALL BEAR ALL COST COIL,CONDENSATE COILS,CONDENSER FAN,REFRIGERANT PIPING SYSTEM, ENGINEER'S REVIEW. FURNISH AND INSTALL A COMPLETE WATER SYSTEM WITH BRANCH LINES, CONTRACTOR SHALL COORDINATE ALL CUTTING PATCHING OF EXISITNG WALLS AVON, COLORADO 81620 ARISING IN CORRECTING THESE DIFFCIENCIES& CONTROLS,ETC. SERVICING ALL PLUMBING FIXTURES,FAUCETS,EQUIPMENT,ETC.,AS INDICATED FLOORS AND ROOF AS REQUIRED FOR HIS WORK WITH GENERAL CONTRACTOR 970.949.6108 ON THE PLANS AND HEREIN SPECFIED. UNLESS SPECFICALLY DESIGNATED OTHERWISE,THIS CONTRACTOR SHALL FURNISH HEATING SECTIONS AND ACCESSORIES SHALL BE AS SCHEDULED PLUMBING AND/OR INSTALL EACH AND EVERT ITEM OF EQUIPMENT SHOW OR DESCRIBED, ALL WATER PIPING LOCATED ABOVE GRADE 2-1/2'AND SMALLER SHALL BE TYPE L TOGETHER WITH ALL COMPONENTS AND INCIDENTALS(MATERIAL LABOR,FEES, UNITS SHALL BE COMPLETE WITH THERMOSTATS(HEAT/COOL/OFF/ON/AUTO) SCOPE OF WORK. HARD COPPER TUBING WITH ASA B16.22 WROUGHT COPPER FITTINGS.JOINTS TRANSPORTATION,TOOLS,STORAGE,CUTTING PATCHING,TRENCHING,CLEAN-UP, EXHAUST FANS AND MAKE-UP FANS PROVIDE ALL MATERIALS,EQUIPMENT,LABOR FEES AND PERMITS,AND PAY ALL SHALL BE MADE WITH LEAD FREE SOLDER WATER PIPING LOCATED BELOW GRADE ETC.)NECESSARY TO COMPLETE THE WORK WITH NO ADDITIONAL EXPENSE TO EXHAUST AND MAKEUP FANS SHALL BE OF CAPACITIES CHARACTERISTICS,SIZE, COSTS CONNECTED WITH THE INSTALLATION OF COMPLETE PLUMBING SYSTEMS SHALL BE TYPE L SOFT COPPER THERE SHALL BE NO JOINTS IN TUBING LOCATED OWNER ETC AS INDICATED AND SCHEDULED ON THE DRAWINGS. AND AS SHOWN ON PLANS AND AS HEREINAFTER SPECIFIED UNDER THE SLAB LOCATIONS,QUANTITIES AND OTHER MEASUREMENTS OF THE BUILDING AND EACH FAN SHALL BE AMCA RATED AND COMPLETE WITH MOTORS DRIVE AND IT IS THE INTENT OF THIS SPECIFICATION AND OF THE PLANS TO PROVIDE PIPING SHALL BE INSTALLED WITH A GRADE FOR DRAINAGE TOWARD MAIN EQUIPMENT ARE OFFERED AS A GENERAL GUIDE ONLY,WITHOUT GUARANTEE AS TO ACCESSORIES AS SCHEDULED ON THE DRAWINGS COMPLETE INSTALLATIONS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SUPPLY RISERS AND TO FIXTURE CONNECTIONS TO ALLOW COMPLETE DRAINAGE COMPLETE ACCURACY.THE CONTRACTOR SHALL EXAMINE THE DRAWINGS AND FURNISH ALL(THIS OF MATERIAL AND LABOR AND ALL OTHER COSTS TO OF THE SYSTEM DUCTWORK AND PLENUMS EQUIPMENT AND VERIFY TO HIS OWN SATISFACTION;ALL CONDITIONS AND THEIR COMPLETE THE CONTRACT WITHIN THE INTENT OF THIS SPECFICATICN AND THE WATER SYSTEM SHALL BE STERILIZED WITH A SOLUTION IN ACCORDANCE WITH 0 Lie , RELATIONS AND EFFECT REQUIRED FOR A COMPLETE AND CORRECTLY OPERATING DUCTS AND PLENUMS SHALL BE FABRICATED IN ACCORDANCE WITH THE LATEST PLANS EVEN THOUGH EACH AND EVERY ITEM NECESSARY IS NOT SFECFICALLY THE REQUIREMENTS OF THE STATE PUBLIC HEALTH DEPARTMENT.PUMP THE HTH MECHANICAL SYSTEM ADDITION OF THE ASHRAE GUIDE AND SMACNA MANUAL MENTIONED OR SHOWN. SOLUTION INTO THE WATER SYSTEM AND FILL THE COMPLETE SYSTEM, P * EACH CONTRACTOR SHALL VISIT THE SITE,ASCERTAIN THE CONDITIONS TO BE MET SUBMIT MANUFACTURERS BROCHURES ON PLUMBING FIXTURES TO THE INCLUDING BRANCH PIPES.EACH OUTLET SHALL BE PURGED OF AIR DURING THE DUCTWORK: G60 GALVANIZED SHEET STEEL;LOCK FORMING QUALITY; THEREIN IN INSTALLING THE WORK.AND MAKE DUE PROVISIONS FOR SAME IN HIS BID ARCHITECT/ENGINEER FOR APPROVAL STERIALIZATION PROCESS. _ CONSTRUCTED TO THE LATEST EDITION OF SMACNA"HVAC DUCT CONSTRUCTION ' L' SUM.FAILURE TO COMPLY WITH THIS REQUIREMENT SHALL NOT BE CONSIDERED AS STANDARDS";+/-1"W.C.PRESSURE CLASSIFICATION,SEAL CLASS"C";WITH WORK INCLUDED BUT NOT INCLUSIVE AT EACH FIXTURE FAUCET PROVIDE A STOP VALVE IN EACH SUPPLY.STOP JUSTIFICATION FOR THE OMISSION OF WORK,FAULTY WORK OR FOR PAYMENT OF � �+��-� GALVANIZED STEEL FASTENERS,ANCHORS,ANGLES,STRAPS,ETC. VALVES SHALL BE IN ACCORDANCE WITH PLUMBING CODE INSTALL AIR CHAMBERS EXTRA COMPENSATION. THE PLUMBING SYSTEM REQUIRED FOR THIS WORK AS INDICATED ON THE 1'6"MINIMUM HEIGHT AT ALL CONNECTIONS. DRAWINGS AND INCUDES,BUT IS NOT LIMITED TO: WHERE THE PRODUCT OF A SINGLE MANUFACTURER'S NAME IS GIVEN,NO SEAL ALL SEAMS(LONGITUDINAL AND TRANSVERSE)AIRTIGHT WITH UNITED ALL HORIZONTAL RUNS OF PIPING SHALL BE SUSPENDED FROM THE STRUCTURAL SUBSTITUTIONS SHALL BE CONSIDERED OR ACCEPTED. MCGILL"UNI-GRIP"UL LISTED,WATER BASED,NON-HARDENING,ELASTIC SEALANT DOMESTIC COLD WATER SYSTEM,INCLUDING DISTRIBUTION AND BACKFLOW MEMBERS ABOVE BY MEANS OF APPROVED HANGERS.SUPPORTS AND HANGERS Issue/Revisions Date No."� OR EQUIVALENT. TAPE NOT ALLOWED. PREVENTION,AS REQUIRED BY CODE AND CONNECTION TO WATER MAIN. AT ALL TIMES,TAKE CARE TO PROTECT APPARATUS FROM DAMAGE.ADEQUATELY SHALL BE INSTALLED TO PERMIT FREE EXPANSION AND CONTRACTION IN THE PROTECT STORED APPARATUS AT THE SITE,PROVIDE TARPAULINS OR OTHER DOMESTIC HOT WATER SYSTEM INCLUDING WATER HEATER CIRCULATING PIPING SYSTEM PROTECTION COVERING AS REQUIRED TO THE SATISFACTION OF THE OWNER IN EACH SQUARE ELBOW PROVIDE AIR-FOIL PATTERN DOUBLE THICKNESS PUMPS AND DISTRIBUTION. PROVIDE ACCESS DOORS AS REQUIRED FOR ACCESS TO ALL VALVES BEHIND TURNING VANES.TWNING VANES SHALL BE CONSTRUCTED IN ACCORDANCE WITH SANITARY SEWER SYSTEM INCLUDING DISTRIBUTION AND CONNECT TO LOCATE ALL EQUIPMENT,FIXTURES,PIPING,DUCTWORK,ETC.,APPROXIMATELY AS GYPSUM BOARD CEILINGS AND WALLS.PAINT TO MATCH SHOWN N GENERAL LOCATION SHOWN,BUT COMFORM TO ALL STRUCTURAL AND THE SMACNA MANUAL SANITARY SEWER MAIN. FURINISH AND INSTALL DIELECTRIC UNIONS AT EACH CONNECTION OF DISIMMILAR FINISH CONDITIONS OF BUILDNG.REFER TO ARCH ITECTURAL/STRUCTURAL DRAWINGS AT EACH BRANCH DUCT FROM MAIN,PROVIDE 150%TAKE OFF AND A SPUTTER NATURAL GAS SYSTEM,INCLUDING DISTRIBUTION,METER AND CONNECTION METALS. AND COORDINATE WITH GENERAL CONTRACTOR PRIOR TO STARTING WORK. DAMPER CONSISTING OF BLADE ON A SQUARE OPERATING ROD FITTED WITH AN TO GAS MAIN. CONTRACTOR SHALL PROVIDE ADDITIONAL SUPPORTS,HANGERS.OPENINGS,ETC.,AS ADJUSTING DEVICE UNLESS OTHERWISE INDICATED ON THE PLANS. INSTALL CHECK VALVES IN THE HOT AND COLD WATER BRANCHES TO MIXING PLUMBNG FIXTURES AND TRIM INCLUDING FURNISHING,SETTING,AND FINAL TYPE FAUCETS FOR MIXING VALVES. REQUIRED FOR A COMPLETE INSTALLATION.CONTRACTOR SHALL COORDINATE ALL THE ADJUSTING DEVICES LOCATED IN FINISHED CEILINGS SHALL BE VENTFABRICS, CONNECTIONS. CLEARANCES,LOCATIONS,AND REQUIREMENTS WITH OTHER TRAMS AS REQUIRED. INC,NO.666,WITH THE ADJUSTING DEVICE SECURELY FASTENED TO THE FURRING PROVIDE A WATER METER AND A WATER MAIN TAP OF SIZE INDICATED ON THE ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURES RECOMMENDATIONS,IN AND CEILING AND COVER SHALL BE PAINTED TO MATCH CEILING.WHERE GAS AND CONDENSATE DRAIN CONNECTIONS TO ALL AIR CONDITIONING PLANS.METER AND TAP SHALL BE IN ACCORDANCE WITH WATER DEPARTMENT FULL ACCORDANCE WITH ALL APPLICABLE CODES HAVING JURISDICTION. SPLITTERS OCCUR ABOVE REMOVABLE CEILING,THE DAMPER QUADRANT SHALL EQUIPMENT. REQUIREMENTS.(AS REQUIRED) COOPERATE WITH OTHER CONTRACTORS TO KEEP THE AREA CLEAN AND FREE OF BE ABOVE THE CEILING AGAINST THE DUCT AND SHALL BE VENTFABRICS,NC NO. THERMAL INSULATION OF PIPING. PLUMBING PIPING INSULATION Project Information UNNECESSARY MATERIALS OR DEBRIS.WHEN WORK IS COMPLETE,REMOVE ALL 637 ROUGH-IN AND FINAL CONNECTIONS FOR OWNER FURNISHED EQUIPMENT INSULATION OF ALL HOT AND COLD WATER PIPING WITHIN THE BUILDING,ALL TOOLS,SCAFFOLDING,MACHINERY,AND DEBRIS.BROOM SWEEP THE AREA. AT EACH DUCT OR PLENUM CONNECTION TO FANS OR AIR UNITS,PROVIDE A AND EQUIPMENT FURNISHED BY OTHER TRADES. CONDENSATE DRAIN PIPING,EXCEPT FOR DRAIN LINES ABOVE THE ROOF COOPERATE WITH THE OWNER AND GENERAL CONTRACTOR TO MEET CONSTRUCTION FLEXIBLE CONNECTION OF VENTIFABRICS,'VENTGLASS'30 OZ.INSTALLED WITH ALL PERMITS AND FEES. DOMESTIC COLD AND HOT WATER-1"MOLDED FIBERGLASS WITH FIRE RESISTANT SCHEDULES.COOPERATE IN ESTABLISHING THESE SCHEDULES AND AVOID DELAYING 1-1/2"SLACK TO RENDER IT FLEXIBLE Vail INSPECTION AND TESTING. JACKET.ELBOW AND FITTINGS WILL BE THE SAME THICKNESS.1/2'AT COLD OTHER CONTRACTORS. AT EACH ROUND DUCT TAP-OFF FROM MAH DUCTWORK SHALL BE EQUIVALENTTO WATER THERMOFLEX TD BELL MOUTH TWIST-IN CONNECTIONS WITH INTEGRAL DAMPER UTILITY CONNECTIONS Valley PREPARE AS-BUILT DRAWINGS INDICATING ACTUAL ROUTINGS OF UNDERSLAB PIPING REFRIGERANT-SAME AS DOMESTIC WATER INCLUDING LABELING OF EACH LINE SHOWING SIZE,SERVICE,VALVE LOCATIONS,ETC FLEXIBLE INSULATED METAL DUCT SHALL BE SELF SUPPORTING,SPIRAL THIS CONTRACTOR SHALL,BEFORE COMMENCEMENT OF THE PROJECT,VERFY IDENTIFY EACH MECHANICAL EQUIPMENT,ETC,WITH AN ENGRAVED PLASTIC LABEL ALUMINUM,CORRUGATED,WITH 1"THICK INSULATION EQUAL TO CLEVAFORM SPV. THE LOCATION,DEPTH,SIZE,AND PRESSURE OR GRADE OF ALL UTILITY LINES TO CONDENSATE DRAIN-1/2*ARMAFLEX. Medical U STATING NUMBER,SERVICE,LOCATION,ETC CEILING DIFFUSERS,RETURN GRILLES WHICH HE IS TO MAKE CONNECTIONS FOR SERVICE FOR ANY REASON, ROOF AND OVERFLOW DRAINS-HORIZONTAL RUN ONLY*SAME AS DOMESTIC Q CONDITIONS APPEAR THAT WILL ADVERSELY AFFECT THE PROPER INSTALLATION WATER Center U AT TIME OF FINAL INSPECTION,TEST ALL CONNECTIONS,OPERATION OF ALL SIZE AS INDICATED ON THE DRAWINGS EQUAL TO TITUS AS SCHEDULED ON THE AND OPERATION OF THE SYSTEMS,SUCH CONDITIONS SHALL BE REPORTED TO J EQUIPMENT,ETC,ALL EQUIPMENT,AND SYSTEMS SHALL BE DEMONSTRATED TO PLUMBING FIXTURES E DRAWINGS. THE ARCHITECT IN WRITING FOR HIS DECISION. N ENGINEER. PLUMBING FIXTURES SHALL BE OF CAPACITIES,CHARACTERISTICS,SIZES,ETC,AS _ DUCT INSULATION ALL CHARGES FOR CONNECTIONS TO UTILITY SERVICES AND COST FOR CUTTING INDICATED AND SCHEDULED ON THE DRAWINGS. THIS CONTRACTOR WARRANTS TO THE OWNER ALL LABOR AND MATERIALS INSULATION SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURES AND PATCHING OF PAVING,CURBS,WALKS,ETC,REQUIRED FOR THE SERVICES FURNISHED UNDER THIS CONTRACT FOR A PERIOD OF ONE 1 YEAR FOLLOWING DATE SHALL BE INCLUDED IN THE BID. WATER HEATERS N RECOMMENDATIONS AND BY MECHANICS SKILLED AND PERMANENTLY ENGAGED OF RECEIPT OF SATISFACTORY ACCEPTANCE CONTRACTOR SHALL WARRANT TO Concierge o IN INSULATING.UNSIGHTLY WORK SHALL BE JUST CAUSE FOR REJECTION SANITARY SEWER SYSTEM AND CONDENSATE DRAIN WATER HEATER SHALL BE OF CAPACITIES,CHARACTERISTICS,SIZES,ETC,AS T REPAIR ALL DEFECTS IN MATERIAL INDICATED AND SCHEDULED ON THE DRAWINGS. ca SUPPLY,RETURN AND OUTSIDE AIR 2"THICK,3/4 LB DENSITY FOIL BACKED FURNISH AND INSTALL A COMPLETE SANITARY SYSTEM OF SOIL,WASTE AND VENT 2 ANY OMISSIONS OR ERRORS FOUND BY THE CONTRACTOR SHALL BE BROUGHT TO THE FIBERSLASS WRAPPED WITH VAPOR SEALED JOINTS. PIPING FOR ALL FIXTURES,DRAINS,EQUIPMENT DISCHARGES,ETC.AS SHOWN ON FLUE PIPE SHALL BE DOUBLE WALL, INSULATED,FROM DOWNDRAFT DIVERTER TO Clinic ATTENTION OF THE ARCHITECT SO THAT AN ADDENDUM MAY BE ISSUED BEFORE INSULATION OF ALL DUCTWORK WHICH INCLUDES ALL SUPPLY AIR DUCTWORK, THE DRAWINGS AND/OR HEREINAFTER SPECFIED.ALL PIPING SHALL RUN THE PONT OF TERMINATION ABOVE THE ROOF,INCLUDING FLUE CAP. BIDDING.ANY OMISSIONS OR ERRORS FOUND AFTER BIDDING WILL BE ATTHE STRAIGHT AS POSSIBLE AND INSTALLED TO BE GRADE 1/4'PER FOOT MINIMUM US Bank Building EXPENSE OF THE CONTRACTOR. ALL MAKE-UP/OUTSIDE AIR DUCTWORK,ALL RETURN AIR DUCTWORK,AND THE TESTS AND INSPECTIONS Suite 306 00 BACKS OF ALL DIFFUSERS.ALL APPARATUS CASINGS SHALL BE ACCOUSTICALLY UNLESS OTHERWISE NOTED ON THE PLANS,ALL SANITARY SYSTEM SOIL,WASTE, WASTE AND VENT PIPING SHALL BE TESTED ON COMPLETION OF THE ROUGH -0 FIRE STOPPING REQUIREMENT: PENETRATIONS THROUGH RATED WALLS AND FLOORS 2 LINED. AND VENT PIPING SHALL BE ASPHALT COATED SERVICE WEIGHT CAST IRON SOIL WORK AND BEFORE FIXTURES AND TRAPS ARE CONNECTED.ALL OPENINGS, SHALL BE SEALED WITH A MATERIAL CAPABLE OF PREVENTING THE PASSAGE OF 108 South Frontage Road 0- FLAMES AND HOT GASSES WHEN SUBJECTED TO THE REQUIREMENTS OF THE TEST HYDRONIC PIPING SYSTEMS PIPE AND FITTINGS.JOINTS SHALL BE MADE WITH'TY-SEAL'DOUBLE SEAL EXCEPT HIGHEST VENTS ARE TO BE PLUGGED AND THE SYSTEM COMPLETELY Vail, Colorado 81657 0) NEOPRENE GASKETS AND'LUBRFAST'COMPOUND.THE CONTRACTOR SHALL TESTED WITH WATER.SYSTEM SHALL STAND WITHOUT LEAKS OR LOSS OF WATER STANDARD SPECIFIC FOR FIRE STOPS ASTM-E-814. ACCEPTABLE MATERIALS INCLUDE: FURNISH AND INSTALL A COMPLETE HYDRONIC SYSTEM AS SHOWN ON THE -a INSTALL ALL UNDERGROUND SANITARY WITH LEAD AND OAKUM JOINTS.CAULKING FOR A PERIOD OF NOT ESS THATN FOUR(4)HOURS. ni DOW CORNING RTV FIRE STOP FOAM FOR BARE PIPE,METAL CONDUIT,AND DRAWINGS AND/OR HEREINAFTER SPECFIED.ALL PIPING SHALL RUN STRAIGHT AS -� LEAD DEPTH SHALL NOT BE LESS THAN 1".AT THE CONTRACTORS OPTION,AND 2 ELECTRICAL CABLE;3M FIRE DAM 150 CAULK FOR BARE PIPE,METAL CONDUIT,AND POSSIBLE GRADE AND VALVE ALL HYDRONIC PIPING WITH 3/4"HOSE END VALVES ALL WATER PIPING SHALL BE PRESSURIZED HYDRAULICALLY AT 150 PSI AND THIS Sheet Information 0') WHERE ALLOWED BY LOCAL CODE,THE SANITARY SYSTEM MAY BE M BUILDING CONSTRUCTION GAPS;3M CP-25 CAULK AND FS-195 INTUMESCENT STRIPS TO PERMIT COMPLETE DRAINAGE OF THE SYSTEM. VENT ALL HIGH POINTS IN 'DRAINAGE WASTE'FITTINGS. PRESSURE SHALL BE HELD WITHOUT ADDITIONAL PERSSURIZATION FOR NOT LESS CONSTRUCTED OF PVC PIPING(DWV GRADE)AND FOR INSULATED PIPES,PLASTIC PIPE OR CONDUIT,AND ELECTRICAL CABLE. SUBMIT THAN ONE(1)HOUR.EQUIPMENT,ETC. IN THE SYSTEM THAT ME BE DAMAGED BY Sheet Title: 0o EQUIPMENT ROOMS AS NECESSARY WITH AUTOMATIC AIR VENTS PIPED TO INSTALL THE SYSTEM IN ACCORDANCE WITH THE LOCAL CODE Q UL LISTED APPLICATION DATA FOR EACH TYPE OF PENETRATION ENCOUNTERED. CONVENIENT DRAIN. ALL HIGH POINTS IN SYSTEM OUTSIDE OF EQUIPMENT THIS PRESSURE SHALL BE ISOLATED OR DISCONNECTED FROM THE SYSTEM. MECHANICAL U SANITARY VENTS SHALL EXTEND 15"ABOVE ROOF.FLASH SANITARY VENTS WITH UPIPING AND EQUIPMENT LABELS: LABEL ALL PIPING AND EQUIPMENT. PROVIDE FULL ROOMS WITH COMBINATION AUTOMATIC/MANUAL AIR VENTS AS REQUIRED TO GAS PIPING SHALL BE TESTED WITH AIR PRESSURE BY MERCURY GAUGE TO A U RECEIVE AIR IN THE SYSTEM. A FABRICATED WATERPROOFNG FLASHING CONSISTING OF A BASE AND A RISER SPECIFICATIONS BAND OR STRIP TYPE MARKERS AND FLOW ARROWS ON PIPING. PROVIDE ENGRAVED PRESSURE EQUASL TO 18"MECURY COLUMN FOR A PERIOD OF FOUR(4)HOURS. pp SLEEVE ALL MADE OF 4 LB SHEET LEAD.JOINTS AND SEAMS OF FABRICATED PLASTIC VALVE TAGS WITH VALVE NUMBER AND ATTACH WITH STANDARD CHAIN OR FURINISH AND INSTALL DIELECTRIC UNIONS AT EACH CONNECTION OF DISIMMILAR SYSTEM SHALL HOLD THE PRESSURE WITHOUT RE-PRESSURIZATION. co FLASHINGS SHALL BE WELDED.FLASHING BASE SHALL EXTEND OVER THE ROOF U S-HOOKS.PROVIDE ENGRAVED PLASTIC SIGN ON OR NEAR SPECIFIED EQUIPMENT. METALS. � 12'FROM THE STACK.DRESS THE FLASHING RISER OVER TOP OF AND DOWN INTO .E U HYDRONIC PIPING THE VENT STACK FOR A RAINTIGHT LEAKPROOF INSTALLATION.(FLASH WITH FIRE PROTECTION W HEATING AIR CONDITIONING AND VENTILATION ROOFING MANUFACTURER ACCESSORIES TO MAINTAIN WARRANTY ON ABOVE GRADE PIPING UP THROUGH 2-1/2": SCHEDULE 40 STEEL PIPE WITH SCOPE OF WORK PENETRATIONS.) OSCOPE OF WORK MALLEABLE IRON THREADED FITTINGS,OR TYPE"L"COPPER TUBE WITH PROVIDE ALL MATERIALS,EQUIPMENT,LABOR FEES AND PERMITS,AND PAY Permit Set 10 May 2013 WROUGHT COPPER FITTINGS AND 95-5 NO LEAD SOLDER. PROVIDE CLEANOUTS WHERE INDICATED ON THE PLANS AND AS REQUIRED FOR U PROVIDE ALL LABOR MATERIALS,EQUIPMENT,FEES AND PERMNITS,AND PAY ALL ALL COSTS CONNECTED WITH THE INSTALLATION OF COMPLETE PLUMBING Sheet Number: 2 COSTS CONNECTED WITH THE INSTALLATION OF COMPLETE HEATING AND AIR ABOVE GRADE PIPING 3"AND LARGER: SCHEDULE 40 STEEL PIPE WITH CAST SYSTEMS AND AS SHOWN ON PLANS AND AS HEREINAFTER SPECIFIED > THE ACCESS COVER TOP SURFACE FLUSH WITH FINISH FLOOR CLEANOUT EAU DI N CONDITIONING SYSTEMS. STEEL WELDING FITTINGS. IT IS THE INTENT OF THIS SPECIFICATION AND OF THE PLANS TO PROVIDE M SPACNG IN STRAIGHT PIPE LENGTHS SHALL NOT EXCEED 30'INSIDE AND 100' GANZE ro/rn IT IS THE INTENT OF THE SPECIFICATION AND OF THE PLANS TO PROVIDE COMPLETE INSULATE ALL CHILLED WATER AND HEATING HOT WATER PIPING WITH U.L. OUTSIDE COMPLETE INSTALLATIONS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY rl-0o INSTALLATIONS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FURNISH ALL APPROVED,WHITE,ALL SERVICE,GLASS FIBER,SNAP-ON,PIPE INSULATION. TO FURNISH ALL THIS OF MATERIAL AND LABOR AND ALL OTHER COSTS TO Consulting Engineers, Inc. � EXPOSED PIPE CONNECTIONS TO WASTE STACKS LOCATED IN TOILETS AND Vail: (970) 949-6108 COPYRIGHT 2013 ITEMS OF MATERIALS AND LABOR AND ALL OTHER COSTS TO COMPLETE THE INSULATE FITTINGS WITH GLASS FIBER BLANKET INSULATION AND PREMOLDED COMPLETE THE CONTRACT WITHIN THE INTENT OF THIS SPECFICATICN AND Denver: (303) 278-3820 Project No:8739.39 O CONTYRACT WITHIN THE INTENT OF THIS SPECIFICATION AND THE PLANS EVEN P.V.C.COVERS. ALL MATERIALS SHALL HAVE A SMOKE DEVELOPED RATING OF 50 THE PLANS EVEN THOUGH EACH AND EVERY ITEM NECESSARY IS NOT Fort Collins: (970) 221-5691 Albuquerque: (505)323-9070 DPA Project: 13908.00.000 U, OR LESS AND A FLAME SPREAD RATING OF 25 OR LESS. INSULATION SHALL PASS SFECFICALLY MENTIONED OR SHOWN. www.bece.com m COPYRIGHT 2013-DAVIS PARTNERSHIP,P.C. U) SEMEN NNENIM MOORE MENEM unnom 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 Consultant MARTIN MARTIN ❑� 0225 MAIN STREET; SUITE C101 EDWARDS, COLORADO 81632 970.581.2546 OFFICE BEAUDIN GANZE CONSULTING ENGINEERS 222 CHAPEL PLACE, UNIT AC-201 P.O. BOX 9650 AVON, COLORADO 81620 970.949.6108 o� ❑ ❑ DEMOLITION NOTES: �❑� ❑ CUBICLES 1. (E) BUILDING PNEUMATIC SYSTEM TO BE RECONFIGURED AS REQUIRED TO ACCOMMODATE REMOVAL OF(E)PNEUMATIC THERMOSTATS SHOWN HEREIN. WORK ❑❑ �❑p 517 1 0� OFFICE DEMOLITION FLAG NOTES: - i O REMOVE DUCT BACK TO POINT OF CONNECTION AT CORRIDOR ASSOCIATED MAIN DUCT. ❑ 2 APPROXIMATE LOCATION OF EXISTING INTERIOR p �` O7 O VAV BOX TO BE RE-BALANCED AFTER BRANCH FS' G O DUCTS AND ASSOCIATED DIFFUSERS HAVE BEEN ❑ REMOVED. PROVIDE (N) PNEUMATIC THERMOSTAT IF REQUIRED. OO (E)SUPPLY AIR DIFFUSER TO BE REMOVED. 0 7 R (E) RETURN AIR GRILLE TO BE REMO0VED. ESTROOM Issue/Revisions Date No.]2 4O O ❑ O5 (E) HWS/R PIPING TO BE REMOVED BACK TO(E) VALVES AND CAPPED. 8 3 r 1 r 1 5 (E)PNEUMATIC THERMOSTAT TO BE REMOVED. OWOMEN O (E)VAV BOX TO BE REMOVED. 1 7 O7 APPROXIMATE LOCATION OF(E)VAV BOX FOR PRE-TEST. CONTRACTOR TO VERIFY EXACT ®O LOCATION AND NUMBER OF VAV BOXES. c -1 F -1 7 8 L11 (E) 10" ROUND DUCT UP TO ROOF CAP TO BE REMOVED. ROOF TO BE COMPLETELY PATCHED, 6 - - SEALED,AND INSULATED IN ITS PLACE. __ 3 ❑ L)- ❑ TEE EXEC Et EC 5 - - - - - - Project Information I , - - - -- 3 O all 3 ® ❑ 3 -- - alley -= Va e 3 y - 1 - - - - • O - - - - - - - - - - O Medical O 5 r 4 -- - - Center Q O U _J � � l O E L_)N M O Do 3 O O Concierge O Clinic US Bank Building Suite 306 108 South Frontage Road C0 Vail, Colorado 81657 MECHANICAL DEMOLITION PLAN Sheet Information N SCALE: 1/8" = V-0" Sheet Title: 0 MECHANICAL DEMOLITION 0 PLAN U Q Q E Permit Set 10 May 2013 Sheet Number: BEAUDIN G ANZE Consulting Engineers, Inc. MD2 . 1 Vail: (970) 949-6108 COPYRIGHT 2013 Denver: (303) 278-3820 Project No:8739.39 Fort Collins: (970) 221-5691 L Albuquerque: (505)323-9070 www.bece.com DPA Project: 13908.00.000 jCOPYRIGHT 2013-DAVIS PARTNERSHIP,P.C. U === ME MENOW MOORE MEMEM 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 Consultant MARTIN MARTIN 0225 MAIN STREET; SUITE C101 EDWARDS, COLORADO 81632 970.581.2546 OFFICE BEAUDIN GANZE CONSULTING ENGINEERS 222 CHAPEL PLACE, UNIT AC-201 P.O. BOX 9650 AVON, COLORADO 81620 970.949.6108 o� 0 z D a NOTES: CUBICLES 1. REFER TO DIAGRAMS (E)AND a SHEET M3.1 FOR AIR ❑ DEVICE INSTALLATION. 2. REFER TO DIAGRAMS AND GO SHEET M3.1 FOR PY/ BRANCH DUCT TAKEOFFS. WORK F :B.O. /O N 3. REFER TO DIAGRAM E,SHEET M3.1 FOR VAV BOX oG Lie. INSTALLATION. c o. . eo�0 4. REFER TO DIAGRAM ©,SHEET M3.1 FOR VAV BOX GTFp. COIL PIPING DIAGRAM. � � CORRIDOR 5. REFER TO DIAGRAM QH, SHEET M3.1 FOR PIPE �'•, �.f * HANGER DIAGRAM. ��, CClf+1D��+- Ca 6. EXISTING RTU AND VAV BOXES ON THIRD FLOOR SHALL BE RE-BALANCED AFTER NEW CONSTRUCTION �❑ AS PART OF THIS PROJECT SCOPE. Issue/Revisions Date No.� RESTROOM n 2 FLAG NOTES: 22x18 SA UP. ° - O TRANSFER AIR DUCT OF INDICATED SIZE. 115 WOMEN A 20x20 RA DUCT OPEN TO PLENUM. 24x24 6 E x 6 O PROVIDE 24x12 RETURN AIR GRILLE TYPE"D". co O MOTORIZED DAMPER INTERLOCKED WITH EF-1 o (E HWS/R PIPING. OPERATION. 22x22 RA UP. 3 4 O PROVIDE 24x12 RA DUCT AND DAMPER FOR VAV-1 E 3ION PRESSURIZATION CONTROL. 6"O 2"0 _r 1 0 265 TELE EXEC ELEC O MOTORIZED DAMPER INTERLOCKED WITH RTU-1 50 12 I_I 24x24 A OPERATION. PrOJ @Ct InfOrmatlOn A oI 24x24 3 Cl)Cl) Ep 5 /4" �W$ I /4" 3 L 3/4"—H R 4 WRf3/�„ 8x8 UP TO EF-1 ON ToiLE AITI HWSr"3/ "—� ROOF ABOVE. Vail 6x6 100 C VAV- 6x6 Valley VAV- 75 6x6 E 24x24 AA HALT 6x6 • A 24024 `--' 309 CONSULT 225 Medical U 65 24x24 Q24x24 14x8 14x4 1 8x8 304 U _ 110 Center 10,10 E El E ------ --- - - - 3 6x6 N OFFIC ao EXAM N 308 306 3 3 o TI E N CD �- 250 175 B N 90 B 19 B N 24x24 x24 x24 24x IL Concierge Clinic 0 US Bank Building m Suite 306 108 South Frontage Road Vail, Colorado 81657 co MECHANICAL PLAN - 3RD LEVEL Vheet Information Oct ti SCALE: 1/8" = V-0" Sheet Title: 00 0 U MECHANICAL U PLAN - 3rd co LEVEL U U .S; U a) rn a� o Permit Set 10 May 2013 U U Sheet Number: > BEAUDIN M G ANZE Consulting Engineers, Inc. M2 . 1 v Vail: (970) 949-6108 COPYRIGHT 2013 NDenver: (303) 278-3820 Project No:8739.39 •) Fort Collins: (970) 221-5691 a Albuquerque: (505)323-9070 www.bece.com DPA Project: 13908.00.000 m COPYRIGHT 2013-DAVIS PARTNERSHIP,P.C. U) MOORE MEME ■ 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 Consultant MARTIN MARTIN 0225 MAIN STREET; SUITE C101 EDWARDS, COLORADO 81632 970.581.2546 BEAUDIN GANZE CONSULTING ENGINEERS 222 CHAPEL PLACE, UNIT AC-201 P.O. BOX 9650 AVON, COLORADO 81620 970.949.6108 NOTES: 1. COORDINATE RTU LOCATION TO BE 10'-0"AWAY FROM O ALL EXISTING PLUMBING VENT DISCHARGES. ❑ 2. REFER TO DIAGRAMS (Z)AND JO,SHEET M3.1 FOR RTU CURB AND CONDENSATE RAIN INSTALLATION. 3. REFER TO DIAGRAM QA, SHEET M3.1 FOR EXHAUST FAN INSTALLATION. (E)RTU , : (E) CONDENSING UNIT. FLAG NOTES: OEXTERIOR DUCTWORK SHALL BE LINED WITH 2" LINER AND WRAPPED WITH 1"ELASTOMERIC FOAM INSULATION. ALUMINUM ALL SERVICE JACKET SHALL BE PROVIDED OVER ELASTOMERIC (E) RTU TO BE RE-BALANCED INSULATION. ALL JACKET SEAMS SHALL BE ON BOTTOM OF DUCT. SEAMS SHALL BE COATED WITH Issue/Revisions Date No. o UV RESISTANT SILICONE. C1 RTU-1 E TU (E) EXHAUST FAN " (E) SA DUCT I I� III I (E) CONDENSING UNIT. 22x20 SA DN. I 22x22 RA DN. SATELLITE DI - Project Information 8x1 EXH DN. I I Vail Valley Medical Q DECK BELOW C enter _J E N N r O Concierge Clinic US Bank Building m Suite 306 108 South Frontage Road n Vail, Colorado 81657 0) N MECHANICAL ROOF PLAN Sheet Information M `lam' SCALE: 1/8" = V-0" Sheet Title: 00 0 U MECHANICAL U ROOF PLAN Co U U U m L Permit Set 10 May 2013 U U Sheet Number: > BEAUDIN M G ANZE Consulting Engineers, Inc. woo M2 2 00 v Vail: (970) 949-6108 COPYRIGHT 2013 0 Denver: (303) 278-3820 Project No:8739.39 Fort Collins: (970) 221-5691 Albuquerque: (505)323-9070 U, www.bece.com DPA Project: 13908.00.000 m COPYRIGHT 2013-DAVIS PARTNERSHIP,P.C. === ■ ■ NUT. RIGID DUCT, NO FLEXIBLE DUCT,EQUAL TO NOTE: (N) FAN CURB INTERFACE WITH(E) NOTE: INSTALLATION DETAILS OF ROOF NOTE: ROOF PENETRATION SHALL BE MENOW NOTE: VAV BOX INLET DUCT DIAMETER FOR A ROOFING SHALL BE COMPLETELY CURB APPLY TO LOUVERED PENTHOUSE. FIELD-COORDINATED SUCH THAT SUPPORT SHALL MEET THE ROUND DUCT OF SIZE ■ . ■ GAS LINE. MINIMUM OF 3 DUCT DIAMETERS WATERTIGHT AND WARRANTED FROM PENETRATION IS CENTERED BETWEEN ■ . APPROVAL OF THE INDICATED IN PLANS. UPSTREAM OF VAV BOX PRIOR TO DEFICIENCIES FOR A PERIOD OF ONE CONCRETE BEAMS OF ROOF ROOFING MANUFACTURER. U-BOLT. TRANSITION OR ELEBOWS. YEAR. STRUCTURE. VERIFY LOCATION WITH CENTER AVERAGING AIRFLOW SENSOR. ENGINEER/OWNER PRIOR TO CUTTING ■ . Eno PENETRATION. 16 GAUGE GALV. SHEET METAL SUSPEND UNITS WITH 3/"ALL-THREADED TOD ■ ■ OEM TRIANGULAR PIPE SUPPORT 12" AND OPTIONAL SUPPORT BRACKETS OR LONG. WITHIN GALVANIZED STEEL BANDS. PRESSURE-INDEPENDANT VAV BOX. BOLT JUNCTION VAV DAMPER ANCHOR FAN TO CURB. TOGETHER. (N) EF-1 DAVIS CURE HOT WATER HEATING COIL SECTION. 60° DO NOT SE 14" ROOF CURB WITH 12" MIN. SUPPORT C TREAD. 8x8 ACCESS PANEL IN BOTTOM OF DUCT FOR MINIMUM R-8 HEATING COIL ACCESS. INSULATION. PRE-FAB CURB WITH 1 %" PARTNERSHIP ROOF TREAD SECURE INSULATION. 60° 60° TO ROOF. _ EXTEND (E) ROOFING OVER(N) ARCHITECTS ROOF DECK. II ( I \\ I I \ ROOF CURB AND MAKE WATER x TIGHT AS REQUIRED. X` ROOFING. Denver Denver,r, CO 80205 Suite 303.8611.8555 I CONTROL BOX. I �� // Vail 0225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960 \ / i PROVIDE 3 DUCT DIAMETERS OF STRAIGHT DUCT DOWNSTREAM // I OF VAV BOX PRIOR TO ELBOWS Consultant PROVIDE 18"CONTROL I / ��\ i OR TRANSITIONS. BOX CLEARANCE. I / --------y DUCT TRANSITION FROM DUCT MARTIN MARTIN SIZE TO FAN INLET SIZE. 0225 MAIN STREET; SUITE C101 GAS PIPING ON ROOF SUPPORT DIAGRAM HEATING HOT WATER VAV BOX DIAGRAM ROOF EXHAUST FAN DIAGRAM EDWARDS, COLORADO 81632 NO SCALE: O PIPING. RE: DIAGRAM © FLAT ROOF K THIS SHEET. NO SCALE O NO SCALE ( ) O 970.581.2546 BEAUDIN GANZE CONSULTING ENGINEERS 222 CHAPEL PLACE, UNIT AC-201 24 GA. GALV. ROOF JACK W/ MANUAL AIR VENT NOTE: P.O. BOX 9650 AT HIGHEST POINT FLEXIBLE DUCT CONNECTIONS TO BAND PROVIDE FLEXIBLE DUCT AVON, COLORADO 81620 6" FLANGE M.C.,SET IN IN PIPING. SPIN-IN FITTING WITH S.B.D. DUCT AND DIFFUSERS SHALL BE SUPPORT AS REQUIRED SUCH PLASTIC CEMENT BY G.C. 970.949.6108 PITCH DOWN SEALED AIR TIGHT WITH MASTIC AND THAT FLEXIBLE DUCT HAS NO PIPE BY M.C. RETURN } TOWARD DRAIN. TAPE IN ACCORDANCE WITH UL 181B-FX. KINKS. 24 GA. GALV. STORM COLLAR BY M.C., CLAMP IN PLACE& I I INTERNALLY LINED SUPPLY EXTERIOR DUCT INSULATION. CAULK WEATHERTIGHT. CLEAN OUT, DUCT, OR AS NOTED IN STRAINER WITH TYP. SPECIFICATIONS. INSULATED FLEX DUCT. BLOWDOWN AND CAP. A PIPE SLEEVE&CAULKING BY r M.C. COIL 2"MIN. SOLDERED LAP SEAM SUPPLY DRAIN PAN 2 LAYERS OF FELT BY G.C. DRAIN LINE SHALL B LEAST THE SAME SIZE ' Z FINISHED ROOF FELTS BY NOTES: AS THE NIPPLE ON THE 7117 G.C. 1. PIPE ALL MULTI-ROW COILS FOR COUNTERFLOW(WATER DRAIN PAN. U ` ENTERS MOST DOWNSTREAM COIL,LEAVES MOST SHEET METAL STRAP ° UPSTREAM COIL). OPEN SANITARY V SHEET METAL SHIELD 2. REFER TO CONTROLS DRAWINGS FOR ADDITIONAL DRAIN. ' INFORMATION. 1" 0 ' NOTE: 3. 2-WAY VALVE NORMALLY OPEN FOR HEATING. ,`* COOR'D ROOF PENETRATION S.S. WORM DRIVE CLAMP. AND SEALING WITH ROOF NOTE: MANUFACTURERAND COORDINATE DIMENSION"A" SQUARE TO ROUND ADAPTER CEILING DIFFUSER. INSTALLING CONTRACTOR. AND"B"WITH MANUFACTURER. AS REQUIRED. Issue/Revisions Date No.] PIPE THRU ROOF DIAGRAM 2-WAY COIL PIPING DIAGRAM AIR HANDLING UNIT DRAIN TRAP DIAGRAM TYPICAL DIFFUSER CONNECTION DIAGRAM NO SCALE O NO SCALE © NO SCALE O NO SCALE USE DUCT SEALANT OR 1/4 OF"W"OR 6" GASKETED FITTING ON HIGH SHEET METAL BOX(NO INSULATION FOR 1 SUPPORT FROM STRUCTURE AS HUNG FROM MINIMUM. VELOCITY DUCT. RETURN/EXHAUST, DUCT WRAP FOR SUPPLY) _ REQUIRED. STRUCTURE. SHALL BE THE SIZE OF GRILLE DUCT -140°-- CONNECTION NECK AND SHALL BE 4"HIGHER COLD WATER CONICAL SPIN-IN FITTING W/ THAN HEIGHT OF CONNECTED DUCT HEIGHT. SUPPLY. MANUAL DAMPER,HANDLE, &LOCK NUT. HOT WATER TO PUBLIC FIXTURES. WATER DIAPHRAGM TYPE EXPANSION I FLEX DUCT. HEATER TANK.AMTROL ST-12. � NOTE: 45° i END SUPPLY, RETURN,OR Project Information PIPE RELIEF VALVE INDIRECT ALL PIPING WITH THREADED I I /�� BEARING. / EXHAUST AIR DUCT. TO DRAIN PAN.TERMINATE INSULATION TO HAVE ROD. 1-1/2"ABOVE DRAIN PAN. INSULATION RUN FULL / i \ O SHELF WITH SAFE PAN,DRAIN PIPE SIZE THROUGH / / ���`� �' _FROM SAFE PAN TO SINK TAIL HANGER WITH SHIELD - i . H Vail PIECE OR APPROVED RECEPTOR. AND INSERT. - HANGER. �� �� ` Q 4C .11 C / WORM DRIVE S.S.CLAMP. IL CEILING Valley Fr SINGLE BLADE DAMPER NOTE: Medical i IF H<8" OPPOSED BLADE DIAGRAM FOR LOW&HIGH VELOCITY U PIPE. DAMPER IF H8" DUCTWORK EXCEPT UPSTREAM OF Q M VAV BOXES. OMIT DAMPER&FLEX j DUCT UPSTREAM OF VAV BOXES. DIFFUSER.IGRILLE OR Center J SEAL AIRTIGHT AROUND ENTIRE TAKE-OFF. DUCTED CEILING AIR DEVICE co DOMESTIC WATER HEATER ROUND DUCT TYPICAL HANGER DIAGRAM 450 DUCT TAKE- CONNECTION DIAGRAM PIPING DIAGRAM NO SCALE TAKE-OFF DIAGRAM CD N FLOOR OFF DIAGRAM NO SCALE o a ° NO SCALE NO O NO SCALE © NO SCALE O © Concierge Clinic 0 US Bank Building 6" FLEX CONNECTION Suite 306 m FILL CURB WITH 8" 108 South Frontage Road GAS FIRED EQUIPMENT. BATT INSULATION. g o_ Vail, Colorado 81657 VENT OUTDOORS(AS REQ'D) (2) LAYERS OF P" ROOFTOP UNIT PER MANUFACTURER'S WRITTEN INSTRUCTIONS. GYPSUM (TYPE X) 75 INCREASE AS REQUIRED. Sheet Information rn PROVIDE 1"RIGID CO PRV INSULATION ON Sheet Title: ao 1 VWC (FIELD VERIFY W/MANUF.) VERTICAL SURFACES p UNION (TYP.) OF CURB(AS �� REQUIRED). MECHANICAL m I I I ROOF DIAGRAMS � I SHUT-OFF VALVE. --------- J U � PROVIDE PRV ASSEMBLY E DIRT LEG. WHERE INDICATED ON PLANS. U MATCH TO SCHEDULED ROOF STRUCTURE ANGLE IRON SUPPORT (D EQUIPMENT. ( STRUCTURE(SEAL L4---� SEE PLANS FOR PENETRATIONS AS FLASH CURB DETAILS). WEATHER TIGHT. REQUIRED). COORDINATE WITH o ROOF SUPPLIER. Permit Set 10 May 2013 U U Sheet Number: > ROOFTOP UNIT DIAGRAM DUCT ROUTING EAUDIN > DUCT ROUTING M NATURAL GAS TERMINATION DIAGRAM NO SCALE GANZE © O Consulting Engineers, Inc. M3 . 1 N Vail: (970) 949-6108 COPYRIGHT 2013 Denver: (303) 278-3820 Project No:8739.39 Fort Collins: (970) 221-5691 0 Albuquerque: (505)323-9070 n www.bece.com DPA Project: 13908.00.000 m COPYRIGHT 2013-DAVIS PARTNERSHIP,P.C. 6i === ■ ■ CONTROLS DIAGRAM SYMBOLS MENOW coz CARBON DIOXIDE SENSOR sP STATIC PRESSURE SENSOR co CARBON MONOXIDE SENSOR t Ro EMERGENCY POWER OFF SWITCH AIRFLOW AVERAGING cP ■ . Eno MEASURING QT THERMOSTAT(ON PLANS) cs CURRENT SENSOR STATION TEMPERATURE CONTROL SYSTEM POINTS LIST-- PACKAGED VAV AIR HANDLING UNIT SENSOR PANEL/ MENEM ANALOG BINARY SYSTEM FEATURE Q IN FLOOR TEMPERATURE SENSOR Ms MOTOR STARTER MODULE INPUT OUTPUT INPUT OUTPUT ALARMS PROGRAMS AFMS TE © HUMIDISTAT RH RELATIVE HUMIDITY SENSOR U = p� SOLENOID VALVE RLV RELAY Y ®��I S U �` ' 3 WAY CONTROL VALVE VFD VARIABLE SPEED/FREQUENCY DRIVE FAN INSERTION TC z zo > v° o o a o ° OR TEMPERATURE DESCRIPTION W z g ° ,� o W a ° W > PUMP TE SENSOR TEMPERATURE 0 0 p N ° ? w = z a a w vw N N ° o Z LL � W ¢ 3 ¢ ¢ DTQ 2-WAY CONTROL VALVE TSTAT THERMOSTAT o PARTNERSHIP x � w < � ? z r mv°, NVoDO � � ° woz rc � o nF, t > a ° o SENSOR O S Q W f/1 r W > > d' O p N U ° J J �.. o " rWi u' p p g r- rs FLOW SWITCH ARCHITECTS Q a a y ¢ 2 p r r w r ,„ r a z Y M = ¢ 2 ° r- w Y w z z p ¢ 72 8 DIGITAL THERMOSTAT ? w rc w rp- a w p r r O a O z �? �? r¢- 0 K z w 0 U' U 41 N LL N r d tll O J W 2 IL 2 0 tll t� N tl r F- J K OUTSIDETEMP X X I X DPT DIFFERENTIAL PRESSURE TRANSMITTER DDC POINTS(ANALOG, SUPPLY AIR TEMP x X x x X BI BO Al AO BINARY, IN,OUT) MOTORIZED RETURN AIR TEMP X X X DAMPER FREEZESTAT MODULE sMK SMOKE DETECTOR � AS Denver 2301 Blake Street, Suite 100 SUPLY FAN SIS x x X 8 MANUAL SWITCH LABELED Denver, CO 80205 303.861.8555 r SUPPLY FAN STATUS X X X FRZ M a EXHAUST FAN SIS x x X 0225 Main Street, Unit C101 TE CL EXHAUST FAN STATUS X X Vail Edwards, CO 81632 970.926.8960 Z M SMOKE DETECTORS x X GAS FIRED SECTION ttill 11111111111 1111111 1111111111 CONTROL NOTES: FILTER DP X X I I I I I I I I I I I X I I I X Consultant Co 6 Y TE GENERAL NOTES: 1. CONTROLS SYSTEM SHALL BE BASED AROUND A JOHNSON CONTROLS COMMERCIAL COMFORT SYSTEM TO el CONTROL RTU AND VAV BOXES MARTIN MARTIN 2. CONTROLS CONTRACTOR SHALL BE RESPONSIBLE FOR WIRING AND INSTALLING ALL DEVICES REQUIRED FOR A 0225 MAIN STREET; SUITE C101 DID FULLY FUNCTIONAL CONTROL SYSTEM FOR THIS PROJECT, REGARDLESS OF VOLTAGE. IF THE CONTRACTOR EDWARDS, COLORADO 81632 CANNOT SELF PERFORM WORK REQUIRING LINE VOLTAGE THEN THE CONTRACTOR SHALL COORDINATE WITH AND 970.581.2546 COMPENSATE THE ELECTRICAL CONTRACTOR AS REQUIRED. 3. CONTROLS CONTRACTOR SHALL COORDINATE WITH EQUIPMENT SUPPLIERS TO ENSURE THAT ALL DEVICES ARE BEAUDIN GANZE CONSULTING ENGINEERS COMPATIBLE WITH THE EXISTING CONTROLS SYSTEM. 222 CHAPEL PLACE, UNIT AC-201 4. CONTROLS CONTRACTOR SHALL REFER TO THE CONTROL DIAGRAMS IN THIS DRAWING SET FOR INTENT AND P.O. BOX 9650 SYSTEMS RELATED TO THIS PROJECT. AVON, COLORADO 81620 5. CONTROLS CONTRACTOR ALSO SHALL INCLUDE IN HIS BID AN ADD ALTERNATE PRICE TO TIE THE CONTROLS 970.949.6108 SCOPE REFLECTED IN THESE DRAWINGS BACK TO THE BUILDING AUTOMATION SYSTEM IN THE MAIN HOSPITAL FOR REMOTE MONITORING AND CONTROL OF THIS AREA BY VVMC MAINTENANCE PERSONNEL. 6. ALTHOUGH EACH SEPARATE CONTROL DIAGRAM INDICATES AN OUTDOOR AIR TEMPERATURE SENSOR AND BO BO BI I Al AO BO AO Al I AI DESCRIPTION: OUTDOOR AIR HUMIDITY SENSOR, TIC CONTRACTOR MAY UTILIZE ONE OF EACH SENSOR AS A COMMON INPUT TO THE SYSTEM. COORDINATE LOCATION WITH ARCHITECT/ENGINEER PRIOR TO INSTALLATION. THE SYSTEM SHALL CONSIST OF A PACKAGED DX, GAS-FIRED ROOFTOP UNIT WITH VFD-OPERATED SUPPLY 7. PROVIDE INDIVIDUAL INPUTS OR OUTPUTS FOR EACH POINT LISTED IN THE DIAGRAMS. PROVIDE SEPARATE LINE w Q p g Z Q ZO g FAN, COMPRESSORS, HOT GAS BYPASS, STAGED GAS HEAT,AND A POWER EXHAUST FAN FOR BUILDING ITEM ALLOWANCE FOR (5) ADDITIONAL CONTROL POINTS TO COVER ANY POINTS NOT LISTED IN THE DIAGRAMS, PRESSURIZATION. THE UNIT SHALL BE PROVIDED WITH A FACTORY-INTEGRATED DIGITAL CONTROLLER � ~ LL' p � v � � BUT REQUIRED TO MEET THE SEQUENCES OF OPERATION. ALL ANALOG OUTPUTS SHALL BE 4-20MA, 0-10VDC 0 w o a co a WHICH IS OF STAND-ALONE OPERATION AS WELL AS CONNECTION TO A BUILDING WIDE OR 0-20VDC UNLESS OTHERWISE INDICATED. AO=ANALOG OUTPUT, AI=ANALOG INPUT, DO=DIGITAL (BINARY) Q a 0 F x c� a s OUTPUT, D1=DIGITAL (BINARY) INPUT. o = w Y of SCHEDULING: 8. ALL SETPOINTS SHALL BE FULLY ADJUSTABLE AT THE OPERATOR WORKSTATION. w 7 W � 9. PROVIDE OVERRIDE CONTROL OF ALL POINTS AT THE OPERATOR WORKSTATION. 3: U _ W 1. THE AIR HANDLING UNIT SHALL BE SCHEDULED THROUGH THE OPERATOR WORKSTATION INTERFACE. o I_ 10. PROVIDE TWO—HOUR (ADJ.) TIMED OVERRIDE FROM EACH SPACE TEMPERATURE SENSOR OR TSTAT. Oa LLB U 2.WHEN IN UNOCCUPIED MODE, FANS SHALL SHUT OFF AND CONTROLLED DEVICES SHALL RETURN TO 11. REFER TO THE SPECIFICATIONS FOR OPERATOR WORKSTATION REQUIREMENTS. $ O-Lile� ` p THEIR NORMAL POSITIONS. CONTROL DAMPERS ARE NORMALLY CLOSED TO THE OUTDOOR AIR, Q STEAM/HEATING WATER VALVES ARE NORMALLY OPEN, COMPRESSORS AND CONDENSER FANS ARE OFF, AND CHILLED WATER VALVES ARE NORMALLY CLOSED. U ; 3.DURING UNOCCUPIED MODE SHOULD ANY SPACE TEMPERATURE FALL BELOW 60 DEG F(ADJUSTABLE) °; OR RISE ABOVE 90 DEG F (ADJUSTABLE), THE DDC SYSTEM SHALL RETURN THE AIR HANDLING UNIT TO AN OCCUPIED MODE FOR A MINIMUM 1 HOUR DURATION. EITHER MOMENTARY CONTACT SWITCHES LOCATED THROUGHOUT THE OCCUPIED SPACES, OR THERMOSTAT OVERRIDE SWITCHES SHALL ALLOW 10 • � AFTER HOURS BUILDING OCCUPANTS TO OVERRIDE THE SYSTEM INTO A TIME-ADJUSTABLE OCCUPIED MODE. X55 MIXED AIR CONTROL: 1. WHEN NOT IN ECONOMIZER MODE, OUTSIDE AIR SHALL MODULATE TO MAINTAIN OUTSIDE AIR FLOW AT SETPOINT. Issue/Revisions Date No.] 2.WHEN OUTSIDE AIR TEMPERATURE FALLS BELOW ECONOMIZER ENABLING SETPOINT, ENABLE ECONOMIZER OPERATION. WHEN IN ECONOMIZER MODE, MIXING DAMPERS SHALL MODULATE TO MAINTAIN MIXED AIR TEMPERATURE AT SETPOINT. DISCHARGE AIR CONTROL: 1. DISCHARGE AIR TEMPERATURE IS TO BE MAINTAINED AT COOLING SETPOINT OF 55 DEG F AND HEATING SEQUENCE OF OPERATION -VAV BOX WITH HOT WATER REHEAT SETPOINT OF 60 DEG F. THE SYSTEM CONSIST OF A PRESSURE INDEPENDENT VARIABLE AIR VOLUME BOX FAN CONTROL: COMPLETE WITH MOTORIZED DAMPER, HOT WATER REHEAT COIL,FLOATING OR MODULATING CONTROL VALVE,AND AIR FLOW PRESSURE TRANSDUCER. 1. THE SUPPLY FAN VFD SHALL BE MODULATED TO MAINTAIN SPACE PRESSURE AT SETPOINT, �� FROM AHU SA SCHEDULING: SAFETIES AND ALARMS: THE ROOM TEMPERATURE SETPOINT SHALL BE SCHEDULED THROUGH THE OPERATOR DIV WORKSTATION SUCH THAT HEATING ROOM TEMPERATURE SETPOINT AND COOLING 1. UNIT SHALL BE COMPLETELY SHUT DOWN UPON DETECTION OF SMOKE AS SENSED BY THE ROOM TEMPERATURE SETPOINT ARE SET UP AND SET BACK RESPECTIVELY DURING DUCT-MOUNTED SMOKE DETECTOR IN THE RETURN AIR DUCT. UNOCCUPIED MODES. 2.GENERATE AN ALARM SHOULD DISCHARGE AIR TEMPERATURE VARY FROM DISCHARGE AIR _ TEMPERATURE SETPOINT BY 5 DEG OR MORE. A THERMOSTAT MOUNTED TIMED OVERRIDE BUTTON SHALL ALLOW ROOM OCCUPANTS 3.GENERATE AN ALARM SHOULD FAN STATUS NOT MATCH FAN COMMAND. HWR� TO OVERRIDE THE VAV BOX INTO AN OCCUPIED MODE FOR A SET TIME DURATION Project Information SHOULD OCCUPANTS DESIRE TO USE THE SPACE DURING UNOCCUPIED TIMES. THE HWS RESPECTIVE AIR HANDLING UNIT SHALL BE OPERATIONAL WHENEVER VAV BOX IS IN OCCUPIED MODE. SPACE MOUNTED T-STAT CONTROL: THE AIRFLOW PRESSURE TRANSDUCER SHALL INDICATE TO THE UNIT MOUNTED DDC Vail 2 PACKAGED GAS/DX VAV RTU CONTROLLER MEASURED AIRFLOW. THE DDC CONTROLLER SHALL MODULATE THE VAV BOX DAMPER TO MAINTAIN AIRFLOW AT SETPOINT. AIRFLOW SETPOINT SHALL BE SCALE: NONE RESET BASED ON THE DIFFERENCE BETWEEN SPACE TEMPERATURE AND SPACE Valley SETPOINT. UPON A RISE IN SPACE TEMPERATURE ABOVE COOLING SETPOINTAIRFLOW SHALL Medical MODULATE TO THE MAXIMUM SETPIONT. UPON A DROP IN SPACE TEMPERATURE U BELOW COOLING SETPOINT AIRFLOW SHALL MODULATE TO THE MINIMUM SETPOINT. �j UPON DROP IN SPACE TEMPERATURE BELOW SPACE HEATING SETPOINT, HOT WATER C enter J CONTROL VALVE SHALL MODULATE OPEN. E C'') A SPACE MOUNTED TEMPERATURE SENSOR SHALL INCORPORATE A WARMER/COOLER N ADJUSTMENT ALLOWING ZONE OCCUPANTS TO BIAS THE SPACE TEMPERATURE Al Al 131 Al 131 BO BO AO SETPOINT BY A FIXED AMOUNT IN EITHER DIRECTION. c'> CD FEATURES: o SPACE TEMPERATURE 5 DEGREES OR MORE ABOVE OR BELOW SETPOINT SHALL C o n c i e rg e OINITIATE AN ALARM Clinic 3 SYSTEM POINTS LIST--VAV BOX WITH HW REHEAT DM ANALOG BINARY SYSTEM FEATURE INPUT OUTPUT INPUT OUTPUT ALARMS PROGRAMS US Bank Building Suite 306 m U � BQ BQ a w C L Z V J W U n SYSTEM POINT z O N O O NOTES W South Frontage Road DESCRIPTION w z LL cJi w w ¢ N w w o LLN p mWZ > WLL al , Colorado 57 cN2Ui a o r N K w>a N o J z A.EXHAUST FAN SHALL RUN CONTINUOUSLY DURING OCCUPIED HOURS. o > o 0 >w z O U o z 0 0 B. ASSOCIATED MOTORIZED OSA DAMPERS SHALL BE OPEN WHEN FAN OPERATES.OTHERWISE, J O i w w p <M o a o DAMPERS SHALL BE CLOSED. W w p o rc rc o z in WwawF WoJ W = a 0 0 F- JK Sheet Information °r) SPACE TEMP X X I I X WAMERICOOLER TIMED OVERRIDE x Sheet Title: 0 AIRFLOW X D AIR TEMP X MECHANICAL LU DAMPER AMPER OPEN X STORAGE EXHAUST DAMPER CLOSE X CONTROLS VAV VALVE OPEN X m SCALE: NONE VAV VALVE CLOSE X DIAGRAMS U U_ C GENERAL NOTES: U a� L Permit Set 10 May 2013 U U Sheet Number: BEAUDIN VAV BOX WITH HW REHEAT CANZE Consulting Engineers, Inc. M3 . 2 N SCALE: NONE Vail: (970) 949-6108 COPYRIGHT 2013 N Denver: (303) 278-3820 Project No:8739.39 Fort Collins: (970) 221-5691 0 Albuquerque: (505)323-9070 n www.bece.com DPA Project: 13908.00.000 m COPYRIGHT 2013-DAVIS PARTNERSHIP,P.C. 6i === ME NOTES: � . ■ � OFFICE 1. COORDINATE DEMOLITION AND NEW WORK BELOW • THE 3" FLOOR WITH BUILDING OWNER AND SECOND MENEM FLOOR TENANT TO OCCUR AFTER NORMAL BUSINESS HOURS. 2 FIELD ND W PIPING IN FLOOR IBELOW. (E)WASTE, DHW A C DAVIS PARTNERSHIP 0 0 ARCHITECTS ❑ CUBICLES Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 rRK 0225 Main Street, Unit C101 N Vail Edwards, CO 81632 970.926.8960 OFFICE Consultant EM� MARTIN MARTIN CORRIDOR 0225 MAIN STREET; SUITE C101 EDWARDS, COLORADO 81632 0 970.581.2546 ❑ ROUTING OF(N)GAS PIPING IN CEILING BEAUDIN GANZE CONSULTING ENGINEERS �F GARAGE. �ONTRACTORTO 222 CHAPEL PLACE, UNIT AC-201 FIELD-COORDINATE EXACT ROUTING. P.O. BOX 9650 APPROXIMATE LOCATION OF(E) AVON, COLORADO 81620 RESTROOM --- — ---------------G--- 2" GAS METER. COORDINATE WITH 970.949.6108 IIIV// GAS UTILITY FOR THE ADDITION n M OF 150 MBH (APPROXIMATELY170 CFH) OF GAS LOAD TO METER. WOMEN 2" G UP AND DN TO GARAGE LEVEL. L—kr I A� ' EXAM 3"VTR CONTRACTOR TO FIELD-COORDINATE a > I 31s ROUTING OF PIPE UP THROUGH BUILDING. T,aY W —Z /� L) A e 301 TE E E Elm EL-EC SOILED + 313 W ff-112 �P2P5ats d 3�Y LET y" WAIT N� o 0 O c N v C� 3/4" 3G co 3031 312 r1 3� 303 CONSULT of e � 304 Y4 P4 Issue/Revisions Date No. P7 y„ WH-1, ELECTRIC WATER HEATER LOCATED _— HALL ABOVE THE CEILING.SUPPORT AS — 309 C 04 REQUIRED AND REFER TO DIAGRAM © P6 �— NI �t-7 SHEET M3.1 WATER HEATER TO BE BRADFORD WHITE MODEL LD-30U3-1,30 — / Ret ----- � LockEr Lock r ------- l I PAK MNITO GALLON TANK WITH 6000W HEATING \J oorr ELEMENT 208V/3�, OR EQUIVALENT. OFFICE P1 EXAM P1 / N r_=-�� � � �➢__� OFFICE EXAM 3os I Laptop Laptop weight fray fray wargnt Project Information 3"VTR THIRD FLOOR PLUMBING PLAN 1 Vail SCALE: 1/8" = V-0" DISCONNECT(E)CW/HW IN Valley CEILING BELOW.CAP HW& P FOR FUTURE Medical 3u 2 - Tr - -�I L J C enter J EX'Xi •. � _ _ (z 2 N W EE LAV = — N - - - - Concierge ----------— —--- -- 11 1 11 1 F - �J REMOVE (E)WASTE&VENT Clinic PIPING AND CW/HW TO(E) FIXTURES IN THIS AREA. US Bank Building �2 - 1- T7i , Suite 306 mV - - - - - - - - - - - - - - ' 2,• 108 South Frontage Road Vail, Colorado 81657 2" � X'Xi2•. LAV 2' LAV CN 0 > LAV Sheet Information CO N Cl) Sheet Title: 00 WC '''/2' PLUMBING w PLAN U KS co / U _ LAV SH U CM PARTIAL THIRD FLOOR PLUMBING DEMOLITION PLAN 2 � LAV C SCALE: 1/8" = V-0" Permit Set 10 May 2013 U U Sheet Number: > BEAUDIN M WASTE & VENT ISOMETRIC GANZE 1`_ SCALE: NONE Consulting Engineers, Inc. P2 . 1 v Vail: (970) 949-6108 COPYRIGHT 2013 NDenver: (303) 278-3820 Project No:8739.39 •) Fort Collins: (970) 221-5691 a Albuquerque: (505)323-9070 www.bece.com DPA Project: 13908.00.000 m COPYRIGHT 2013-DAVIS PARTNERSHIP,P.C. === ■ ■ MENOW MOORE MEMEM 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 Consultant MARTIN MARTIN 0225 MAIN STREET; SUITE C101 EDWARDS, COLORADO 81632 970.581.2546 BEAUDIN GANZE CONSULTING ENGINEERS 222 CHAPEL PLACE, UNIT AC-201 P.O. BOX 9650 AVON, COLORADO 81620 970.949.6108 NOTES: 1. REFER TO DIAGRAM (g, SHEET M3.1 FOR RTU GAS O PIPING SUPPORT ON ROOF INSTALLATION. ❑ 2. REFER TO DIAGRAM ©, SHEET M3.1 FOR PIPE THROUGH ROOF INSTALLATION. 3. REFER TO DIAGRAM Q SHEET M3.1 FOR NATURAL GAS CONNECTION TO RTU. (E)RTU , : (E) CONDENSING UNIT. N I EXISTING BATHROOM GROUP / (E) RTU. Issue/Revisions Date No. 0 PLUMBING VENT. / RTU-1 E TU I I I 2"G DN. L11 (E) EXHAUST FAN 2' —G I I (E) CONDENSING UNIT. SATELLITE k O�4TI I I Project Information j 3"VTR. I I Vail Valley Medical Q DECK BELOW Center J E (0 co CD N r M N Concierge Clinic US Bank Building m Suite 306 108 South Frontage Road a Vail, Colorado 81657 N M PLUMBING ROOF PLAN sheet Information SCALE: 1/8" = 1'-0" Sheet Title: 00 0 U PLUMBING U ROOF PLAN Co U U U m L Permit Set 10 May 2013 U U Sheet Number: > BEAUDIN M G ANZE co Consulting Engineers, Inc. woo 00 P2 . 2 or v Vail: (970) 949-6108 COPYRIGHT 2013 Denver: (303) 278-3820 Project No:8739.39 Fort Collins: (970) 221-5691 Albuquerque: (505)323-9070 U, www.bece.com DPA Project: 13908.00.000 m COPYRIGHT 2013-DAVIS PARTNERSHIP,P.C. GENERAL NOTES: LIGHTING FIXTURE SYMBOLS POWER SYMBOLS 58010 1. THESE DRAWING NOTES A CCO MPANY THE CONSTRUCTION D OCU MENT TERMINATION POINTS, USING PERMANENT METALLIC TA GS. TA G S HALL O RECESSED LIGHTING FIXTURE & SINGLE RECEPTACLE NNENIIIIIII ® ® SPECIFICATIONS. INDICATE INTENDED USE OF CONDUIT, ORIGINATION,AND TERMINATION Q) DIRECTIONAL/ADJUSTABLE RECESSED LIGHTING FIXTURE & DUPLEX RECEPTACLE ® , POINTS OF EACH INDIVIDUAL CONDUIT. 2. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS ON ARCHITECTURAL 0 SURFACE MOUNTED LIGHT C& DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER ® . Now DRAWINGS AND IN FIELD PRIOR TO COMMENCEMENT OF WORK. 14. INSTALL ALL MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.ANY DEVIATIONS SHALL BE BROUGHT TO THE 0- PENDANT MOUNTED LIGHT DOUBLE DUPLEX RECEPTACLE 3. VISIT SITE PRIOR TO BID AND VERIFY THAT CONDITIONS ARE AS ARCHITECT/ENGINEER'S ATTENTION PRIOR TO INSTALLATION. a WALL MOUNTED LIGHT GFCI DUPLEX RECEPTACLE own ■ INDICATED. CONTRACTOR SHALL INCLUDE IN HIS BID COSTS REQUIRED TO MAKE HIS WORK MEET EXISTING CONDITIONS. 15. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING EQUIPMENT WALL MOUNTED UP-LIGHT DUPLEX RECEPTACLE; HALF SWITCHED WHICH IS DAMAGED DUE TO INCORRECT FIELD WIRING PROVIDED 4. REVIEW STRUCTURAL, MECHANICAL,AND OTHER DRAWINGS PRIOR TO UNDER THIS SECTION, OR FACTORY WIRING IN EQUIPMENT PROVIDED DO MONO-POINT LIGHTING FIXTURE ISOLATED GROUND DUPLEX RECEPTACLE BID. UNDER THIS SECTION. ^ RECESSED STEP LIGHT ® MULTI-OUTLET PLUG STRIP DAVIS 5. WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER TO THE 16. WIRE TERMINATION PROVISIONS FOR PANELBOARDS,CIRCUIT F-0-1 FLUORESCENT STRIP LIGHT � FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE SATISFACTION OF THE ARCHITECT. BREAKERS, SAFETY SWITCHES, AND ALL OTHER ELECTRICAL PARTNERSHIP APPARATUS SHALL BE LISTED AS SUITABLE FOR 75 DEGREE CELSIUS. � WALL MOUNTED LINEAR FLUORESCENT LIGHT ® FLUSH FLOOR MOUNTED DOUBLE DUPLEX RECEPTACLE 6. WORK, MATERIALS,AND EQUIPMENT SHALL CONFORM TO THE LATEST EDITIONS OF LOCAL, STATE OF NEW MEXICO, NATIONAL AND LIFE 17. RECEPTACLES WHICH ARE SHOWN WALL MOUNTED ON THE 0 RECESSED OR SURFACE MOUNTED FLUORESCENT TROFFER ® FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE; HALF SWITCHED ARCHITECTS SAFETY CODE. ELECTRICAL DRAWINGS ON WALLS WHICH,ON THE ARCHITECTURAL DRAWINGS AND ELEVATIONS,ARE SHOWN AS GLASS OR PARTITIONS ® 0 FIXTURE WITH EMERGENCY BACKUP OR ON EM CIRCUIT ® FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE AND TELECOM 7. SYSTEMS SHALL BE COMPLETE, OPERABLE,AND READY FOR SHALL BE FLUSH FLOOR DUPLEX RECEPTACLES MOUNTED ADJACENT ® CEILING MOUNTED EXIT SIGN W/FACES&ARROWS AS SHOWN I� WALL MOUNTED SPECIAL OUTLET AS NOTED 2301 Blake Street, Suite 100 CONTINUOUS OPERATION. LIGHTS, SWITCHES, RECEPTACLES,MOTORS, TO BASE OF WALLS. Denver ETC. SHALL BE CONNECTED AND OPERABLE. ®� WALL MOUNTED EXIT SIGN W/FACES&ARROWS AS SHOWN ® SPECIAL OUTLET AS NOTED Denver, CO 80205 303.861.8555 18. WIRING DEVICES SHALL BE SPECIFICATION GRADE AND RATED AT 20 8. PANEL DIRECTORIES SHALL BE REMOVABLE. SUBMIT PROPOSED AMPERES FOR LIGHT SWITCHES,AND 20 AMPERES FOR DUPLEX EMERGENCY LIGHTS JO JUNCTION BOX Vail 0225 Main Street, Unit C101 SCHEDULE OF DIRECTORIES TO OWNER FOR APPROVAL. ROOM NAMES RECEPTACLES. IVORY IN COLOR. I Edwards, CO 81632 970.926.8960 AND NUMBERS SHALL BE AS DIRECTED BY OWNER. DIRECTORIES E -o EXTERIOR POLE MOUNTED LIGHT GH WALL MOUNTED JUNCTION BOX SHALL BE TYPED AND INSTALLED UNDER CLEAR PLASTIC COVERS. 19. PULLBOXES, CABINETS, ETC. MOUNTED ON THE EXTERIOR AT GRADE O EXTERIOR POST(BOLLARD)MOUNTED LIGHT 0 FLOOR MOUNTED JUNCTION BOX LEVEL, SHALL BE WEATHERPROOF TYPE WITH HINGED LOCKABLE Consultant 9. PROVIDE DYMO-TAPE TAG INSIDE COVER OF EACH FUSIBLE SWITCH, COVERS. e DIVISION 15 EQUIPMENT POWER CONNECTION INDICATING SIZE AND TYPE OF FUSES PROVIDED. MARTIN MARTIN 10. CONTRACTOR'S FAILURE TO ORDER OR RELEASE ORDER FOR 20. MINIMUM WIRE SIZE USED ON THIS PROJECT SHALL BE#12 COPPER. LIGHTING CONTROL SYMBOLS ©S TIMER SWITCH 0225 MAIN STREET; SUITE C101 MATERIALS AND/OR EQUIPMENT WILL NOT BE ACCEPTED AS A REASON S SWITCH ❑.j FUSED DISCONNECT EDWARDS, COLORADO 81632 TO SUBSTITUTE ALTERNATE MATERIALS, EQUIPMENT,OR INSTALLATION 3 970.581.2546 METHODS. S THREE-WAY SWITCH NON FUSED DISCONNECT S4 FOUR-WAY SWITCH ® MOTOR STARTER BEAUDIN GANZE CONSULTING ENGINEERS 11. LABEL COVER OF EACH DEVICE WITH SOURCE PANEL AND BRANCH 222 CHAPEL PLACE, UNIT AC-201 CIRCUIT NUMBER WITH DYMO MARKER. S DOOR JAMB SWITCH ENCLOSED CIRCUIT BREAKER P.O. BOX 9650 AVON, COLORADO 81620 12. FINAL CONNECTIONS TO EQUIPMENT SHALL BE IN ACCORDANCE WITH SK KEY SWITCH ED PULL BOX 970.949.6108 MANUFACTURER'S APPROVED WIRING DIAGRAMS, DETAILS,AND INSTRUCTIONS. sv VARIABLE SPEED SWITCH Q PUSH BUTTON 13. ALL EMPTY RACEWAY SYSTEMS SHALL HAVE A NYLON PULLSTRING OR ST THERMAL OVERLOAD SWITCH Tc TIME CLOCK EQUAL,AND SHALL BE IDENTIFIED AT ALL JUNCTION,PULL AND [E] DIMMER ®C PHOTO-CELL 03 THREE-WAY DIMMER T❑ TRANSFORMER LV LOW VOLTAGE SWITCH Om' PANELBOARD OR LOADCENTER S° WALL OCCUPANCY SENSOR/SWITCH © CONTACTOR oc SMALL ROOM OCCUPANCY SENSOR ELECTRIC MOTOR oc LARGE ROOM OCCUPANCY SENSOR g METER ,111oc CORRIDOR OCCUPANCY SENSOR TQ THERMOSTAT ¢po LIC6�s DI DAYLIGHT PHOTO SENSOR ATS AUTOMATIC TRANSFER SWITCHr .P• •� t3 CIRCUIT HOMERUN ' ISSUE LOG �� NOTES: CONDUIT RUN Of 1. PROVIDE REQUIRED PROGRAMMING OF SYSTEM ABBREVIATIONS --- CONDUIT RUN BELOW GRADE S+' 5��° TO ACCOMMODATE NEW FIRE ALARM DETECTION ELECTRICAL SHEET INDEX AFC-ABOVE FINISHED CEILING __0 CONDUIT UP OAe. ....... EXISTING DEVICES. NOTIFIER#NSF-3030D AFF-ABOVE FINISHED FLOOR CONDUIT DOWN FIRE ALARM 2. PROVIDE POWER BOOSTER AS REQUIRED TO DRIVE OO PANEL NEW VISUAL DEVICES. AFG-ABOVE FINISHED GRADE S SWITCH 3. UPDATE EXISTING FIRE ALARM PANEL AND REMOTE # TITLE -AUTHORITY HAVING JURISDICTION ST THERMAL OVERLOAD SWITCH Issue/Revisions Date No. H PB H ANNUNCIATORS TO REFLECT NEW/MODIFIED Q�Q AL -ALUMINUM sv VARIABLE SPEED SWITCH FIRE ALARM WORK. O4. ALL FIRE ALARM WORK SHALL BE PERFORMED BY E1.0 ELECTRICAL COVER SHEET J AP -ACCESS POINT SK KEY SWITCH CAMPUS APPROVED FIRE ALARM CONTRACTOR. E1.1 ELECTRICAL SPECIFICATIONS AWG-AMERICAN WIRE GAUGE E1.2 ELECTRICAL SPECIFICATIONS BFG-BELOW FINISH GRADE ONE-LINE DIAGRAM SYMBOLS DD DD FLAG NOTES: ■ NEW FIRE ALARM NOTIFICATION APPLIANCE. ED2.1 ELECTRICAL DEMOLITION PLAN-3rd FLOOR J BMS-BUILDING MANAGEMENT SYSTEM -� DISCONNECT SWITCH E2.0 ELECTRICAL PLAN -GARAGE LEVEL PLAN J C -CONDUIT ® FUSE ONEW FIRE ALARM POWER BOOSTER(AS REQUIRED) E2.1 ELECTRICAL LIGHTING PLAN-3rd FLOOR CATV-COMMUNITY(CABLE)ANTENNA TELEVISION SYSTEM 1Z CIRCUIT BREAKER IN TELEPHONE CLOSET AS REQUIRED. E2.2 ELECTRICAL POWER PLAN-3rd FLOOR �/ CCTV-CLOSED CIRCUIT TELEVISION -3 CURRENT TRANSFORMER E2.3 ELECTRICAL PLAN-ROOF �/ CKT-CIRCUIT POTENTIAL TRANSFORMER PARTIAL FIRE ALARM DIAGRAM E3.1 ELECTRICAL ONE-LINE DIAGRAM �/ CPU -CENTRAL PROCESSING UNIT O METER E3.2 ELECTRICAL SCHEDULES �/ CT -CURRENT TRANSFORMER O VOLT-METER NO SCALE Project Information DISP-GARBAGE DISPOSAL O AMP-METER ISSUE LOG KEY: ISSUED AS PART OF A SET DW -DISHWASHER SS SURGE SUPPRESSION DEVICE NOT PART OF SET Cl) EM -EMERGENCY (2r SELECTOR SWITCH ISSUED FOR INFORMATION ONLY o Q o EWC-ELECTRIC WATER COOLER cF GROUND FAULT PROTECTION Vail o (E) -EXISTING sT SHUNT TRIP FA - FIRE ALARM NORMALLY OPEN CONTACT Valley FACP- FIRE ALARM CONTROL PANEL NORMALLY CLOSED CONTACT Medical FBO- FURNISHED BY OTHERS = GROUND U Center Q GC -GENERAL CONTRACTOR O COLD WATER GROUND CONNECTION _J GFI -GROUND FAULT CIRCUIT INTERRUPTER g BUILDING STEEL GROUND CONNECTION E - - LID GRD-GROUND N TOP OF CABINET IAW-IN ACCORDANCE WITH Cl) IC INTERMEDIATE CROSS CONNECT FIRE ALARM SYMBOLS o TOP OF CABINET CONTROL �+IDF- INTERMEDIATE DISTRIBUTION FRAME FACP FIRE ALARM CONTROL PANEL Concierge is FAP PANELS IG ISOLATED GROUND ANN REMOTE ANNUNCIATOR PANEL ■ link TOP OF CABINET IR - INFRARED so SMOKE DETECTOR ANN OJ TS LAN - LOCAL AREA NETWORK HD HEAT DETECTOR US Bank Building MDF-MAIN DISTRIBUTION FRAME sH COMBO SMOKE/HEAT DETECTOR Suite 306 C0 S ❑D ❑K NIC-NOT IN CONTRACT DD DUCT SMOKE DETECTOR NL -NIGHT LIGHT E] FIRE ALARM PULL STATION 108 South Frontage Road 4 . 17 ® TV NTS-NOT TO SCALE O FIRE ALARM HORN Vail, Colorado 81657 PA -PUBLIC ADDRESS >0 FIRE ALARM STROBE w OC -ON CENTER FIRE ALARM COMBO HORN/STROBE Sheet Information rn m REF-REFRIGERATOR OF FIRE ALARM SPEAKER Sheet Title: �jf TTB-TELEVISION TERMINAL BOARD FIRE ALARM COMBO SPEAKER/STROBE UO O O O O O /j/-\j� TVSS-TRANSIENT VOLTAGE SURGE SUPPRESSOR NF FIREMAN'S PHONE JACK ELECTRICAL LU o �o o v o io UG UNDERGROUND FF SPRINKLER SYSTEM FLOW SWITCH COVER m - - - - UNO-UNLESS NOTED OTHERWISE FT SPRINKLER SYSTEM TAMPER SWITCH SHEET 00 OD � � � � FINISHED FLOOR CJ V -VOLT FsD FIRE/SMOKE DAMPER U 6 NOTE: W -WATT DH DOOR HOLD OPEN DEVICE .S NOTES: ALL DEVICES INDICATED TO BE INSTALLED a� 1. HEIGHTS SHOWN ARE TYPICAL TO CENTERLINE OF BOX UNLESS AT DIFFERENT MOUNTING HEIGHTS& WAN-WIDE AREA NETWORK NOTED OTHERWISE. LOCATED WITHIN ONE STUD SPACE FROM EACH OTHER SHALL ALIGN VERTICALLY, WLAN-WIRELESS LOCAL AREA NETWORK 2. WHERE EVER DEVICES ARE INDICATED TO BE ABOVE DOORS, DEVICE ON THE SAME SIDE OF THE STUD WHERE Permit Set 10 May 2013 ° SHALL BE CENTERED BETWEEN TOP OF DOOR TRIM&CEILING LINE. WALL MOUNTED TELEPHONES OCCUR OVER WP -WEATHERPROOF LIGHT SWITCHES. VOLUME CONTROLS,ETC. CJ OFFSET ONE STUD SPACE. Sheet Number: g 3. MOUNTING HEIGHTS SHOWN ON ARCHITECTURAL ELEVATIONS SHALL XP -EXPLOSION PROOF > GOVERN OVER THOSE SHOWN ABOVE. B EAU DI N > +18"-MOUNTING HEIGHT TO CENTERLINE OF TYPICAL DEVICE MOUNTING HEIGHTS GANZE DEVICE ABOVE FINISH FLOOR NO SCALE E1 . 0 Consulting Engineers, Inc. q Vail: (970) 949-6108 COPYRIGHT 2013 Denver: (303) 278-3820 Project No:8739.39 Fort Collins: (970) 221-5691 Albuquerque: (505)323-9070 In www.bece.com DPA Project: 13908.00.000 m COPYRIGHT 2013-DAVIS PARTNERSHIP,P.C. 66 NUMEN ELECTRICAL SPECIFICATIONS: MENNIIIIIII DIVISION 16-ELECTRICAL SPECIFICATIONS B. NOTIFY PROPER AUTHORITIES WHEN WORK IS READY FOR INSPECTIONS REQUIRED BY C. SEQUENCE,COORDINATE,AND INTEGRATE INSTALLATIONS OF ELECTRICAL MATERIALS AND m 0 ■ APPLICABLE CODES,RULES AND REGULATIONS,ALLOWING SUFFICIENT TIME FOR INSPECTIONS EQUIPMENT FOR EFFICIENT FLOW OF THE WORK. GIVE PARTICULAR ATTENTION TO LARGE 3.09 REMODELING PROVISIONS 2.05 DEVICES an INSPECTION CERTIFICATES OF ACCEPTANCE. SECTION 16010--GENERAL PROVISIONS: TO BE MADE WITHOUT HINDERING PROGRESS OF THE WORK. FURNISH TO THE OWNER COPIES OF EQUIPMENT REQUIRING POSITIONING PRIOR TO CLOSING-IN THE BUILDING. A. EXISTING SYSTEMS AND.CONDITIONS SHOWN ON THE DRAWINGS ARE PROVIDED FOR GUIDANCE A. WIRING DEVICES SHALL BE HOSPITAL GRADE AND RATED AT 20 AMPERES FOR LIGHT SWITCHES ■ PART I- GENERAL D. ANY CHANGES OR DEVIATIONS FROM THE DRAWINGS AND SPECIFICATIONS MUST BE ACCEPTED ONLY. THE ELECTRICAL CONTRACTOR SHALL FIELD CHECK ALL EXISTING CONDITIONS PRIOR TO AND 20 AMPERES FOR DUPLEX RECEPTACLES. SWITCHES,RECEPTACLES,AND OTHER DEVICES . ■ IN WRITING BY THE ARCHITECT/ENGINEER. ALL ERRORS IN INSTALLATION SHALL BE CORRECTED BIDDING AND SHALL INCLUDE IN HIS BID AN ALLOWANCE FOR THE REMOVAL AND RELOCATION SHALL BE LEVITON DECORA STYLE,OR PASS SEYMOUR,COOPER,OR HUBBELL EQUIVALENT. 1.01 PROJECT DESCRIPTION 1.09 TESTS AT THE EXPENSE OF THE CONTRACTOR. ALL SPECIALTIES SHALL OF EXISTING CONDUITS,WIRES,DEVICES,FIXTURES,OR OTHER EQUIPMENT AS INDICATED ON THE COLOR SHALL BE AS DIRECTED BY THE ARCHITECT. unnom ED PLANS OR AS REQUIRED TO COORDINATE AND ADAPT NEW AND EXISTING ELECTRICAL SYSTEMS A. UPON COMPLETION OF ALL WORK AND ADJUSTMENT OF ALL EQUIPMENT,PROVIDE COMPLETE THE DRAWINGS. WHERE DETAIL OR SPECIFIC INSTALLATION REQUIREMENTS INSTALLED AS DETAILED REMENTS ARE NOT PROVIDED, TO ALL OTHER WORK REQUIRED FOR THIS PROJECT. B. GFCI RECEPTACLES SHALL BE STRAIGHT BLADE FEED THROUGH TYPE WITH INDICATOR LIGHT APPROXIMATELY 2,000 SQUARE FEET LOCATED IN VAIL,COLORADO. B. CONNECT NEW WORK TO EXISTING IN A MANNER THAT WILL ASSURE PROPER RACEWAY A. THIS PROJECT IS A REMODEL OF AN EXISTING MEDICAL OFFICE BUILDING. THE PROJECT IS OPERATIONAL TESTS OF ALL ELECTRICAL EQUIPMENT PROVIDED UNDER THIS DIVISION. MANUFACTURER'S RECOMMENDATIONS SHALL BE FOLLOWED. THAT IS LIGHTED WHEN DEVICE IS TRIPPED. E. UPON COMPLETION OF WORK,ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED COMPLETE, 1.02 PROVISIONS 1.10 WARRANTY THOROUGHLY CHECKED,CORRECTLY ADJUSTED,AND LEFT READY FOR INTENDED USE OR GROUNDING THROUGHOUT IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODE. C. SWITCHES SHALL BE 120/277V,20A,ROCKER TYPE. DAVIS OPERATION. ALL WORK SHALL BE THOROUGHLY CLEANED AND ALL RESIDUE SHALL BE A. GUARANTEE THAT ALL WORK GOVERNED BY THIS DIVISION SHALL BE FREE OF DEFECTS IN C. REMODEL WORK CUTTING AND PATCHING: THE CONTRACTOR SHALL PERFORM CUTTING, D. WALL SWITCH OCCUPANCY SENSORS: 120/277V,ADJUSTABLE TIME DELAY UP TO 20 MINUTES,180 A. WORK PERFORMED UNDER THIS DIVISION OF THE SPECIFICATIONS SHALL CONFORM TO THE REMOVED FROM SURFACES. EXTERIOR SURFACES OF ALL MATERIAL AND EQUIPMENT SHALL BE CHANNELING,CHASING,DRILLING,ETC.,AS REQUIRED TO INSTALL OR REMOVE ELECTRICAL DEGREE FIELD OF VIEW SWITCH A MINIMUM COVERAGE AREA OF 300 SQUARE FEET. PASSIVE REQUIREMENTS OF DIVISION 1,AND THE ELECTRICAL DRAWINGS AND ALL ITEMS HEREINAFTER WORKMANSHIP,MATERIALS AND PARTS FOR A PERIOD OF ONE(1)YEAR AFTER WRITTEN DELIVERED IN A PERFECT,UNBLEMISHED CONDITION. EQUIPMENT IN AREAS OF REMODELING. THIS WORK SHALL BE PERFORMED SO AS TO MINIMIZE INFRARED TYPE SHALL BE WATT STOPPER WS-200. ADAPTIVE TECHNOLOGY TYPE SHALL BE SPECIFIED. ACCEPTANCE.PROMPTLY REPAIR,REVISE,AND REPLACE DEFECTS AS DIRECTED WITH NO DAMAGE TO PORTIONS OF WALL FINISHES,SURFACES,PLASTERING,OR THE STRUCTURE WHICH WATT STOPPER WA-200. PARTNERSHIP ADDITIONAL COST TO THE OWNER(LAMPS AND FUSES ARE EXEMPT). F. CONTRACTOR SHALL PROVIDE A COMPLETE INSTALLATION,INCLUDING ALL REQUIRED LABOR, 1. THE DRAWINGS AND SPECIFICATIONS FOR THE ELECTRICAL WORK ARE INTENDED TO MATERIAL,CARTAGE,INSURANCE,PERMITS,AND TAXES. ARE TO BE REUSED,RESURFACED,PLASTERED OR PAINTED UNDER ANOTHER DIVISION OF THESE DESCRIBE A COMPLETE ELECTRICAL SYSTEM;OMISSION OF MINOR ITEMS OBVIOUSLY SPECIFICATIONS. E. AREA OCCUPANCY SENSORS: 120/277V,ADJUSTABLE TIME DELAY UP TO 30 MINUTES 260 DEGREE ARCHITECTS NECESSARY TO ACCOMPLISH THE ABOVE INTENT SHALL NOT RELIEVE THE CONTRACTOR 1.11 RECORD DRAWINGS FIELD OF VIEW. MANUFACTURE SHALL BE WATT STOPPER OR APPROVED EQUAL. MODEL 3.02 PROGRESS OF WORK D. CAREFULLY COORDINATE WITH THE REQUIRED REMODELING WORK,CUTTING AND PATCHING NUMBER AS SHOWN IN THE FOLLOWING APPLICATIONS: FROM PROVIDING SAME. A. DURING THE PROGRESS OF THE WORK,MAINTAIN AN ACCURATE RECORD OF THE INSTALLATION ETC.,PERFORMED BY THE OTHER TRADES. REMOVE OR RELOCATE EXISTING ELECTRICAL 2. PRIOR TO ANY WORK BEING PERFORMED UNDER THIS DIVISION EXAMINE ARCHITECTURAL, OF THE ELECTRICAL SYSTEM.UPON COMPLETION OF THE ELECTRICAL INSTALLATION,TRANSFER A. ORDER THE PROGRESS OF ELECTRICAL WORK TO CONFORM TO THE PROGRESS OF THE WORK OF CONDUITS,WIRES,DEVICES,FIXTURES AND OTHER EQUIPMENT AS NECESSARY. 1. SMALL ROOM SENSOR-PASSIVE INFRARED TYPE,MINIMUM COVERAGE OF 500 SQUARE FEET. STRUCTURAL,MECHANICAL,AND INTERIOR DESIGN DRAWINGS AND SPECIFICATIONS AND IF ALL RECORD DATA TO PRINTS OF THE ORIGINAL DRAWINGS.DRAWINGS SHALL INCLUDE ALL THE OTHER TRADES. COMPLETE THE ENTIRE INSTALLATION AS SOON AS THE CONDITION OF THE WS CI-300-1. Denver 2301 Blake Street, Suite 100 ANY DISCREPANCIES OCCUR BETWEEN THEM AND THE ELECTRICAL DRAWINGS AND ADDENDUM ITEMS,CHANGE ORDERS,ALTERNATES,REROUTINGS,ETC.AS A CONDITION OF BUILDING WILL PERMIT. ANY COST RESULTING FROM DEFECTIVE OR ILL-TIMED WORK E. ALL OUTAGES ON PORTIONS OF EXISTING ELECTRICAL SYSTEMS SHALL BE MINIMIZED AND Denver, CO 80205 303.861.8555 SPECIFICATIONS,REPORT SAME TO THE ARCHITECT IN WRITING AND OBTAIN WRITTEN ACCEPTANCE OF THE PROJECT,DELIVER TO THE ARCHITECT ONE COPY OF THE RECORD PERFORMED UNDER THIS SECTION SHALL BE BORNE BY THIS CONTRACTOR. SHALL BE AT A TIME AND OF DURATION AS ACCEPTED BY THE OWNER. 2. LARGE ROOM SENSOR-DUAL TECHNOLOGY WITH BOTH INFRARED AND ULTRASONIC TYPE DRAWINGS. SENSING,MINIMUM COVERAGE OF 1,000 SQUARE FEET. WS DT-300. 0225 Main Street, Unit C101 INSTRUCTIONS FOR THE WORK. Vail 3. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC BUT SHALL BE FOLLOWED AS CLOSELY AS 3.03 CUTTING AND PATCHING 3.10 ELECTRICAL DEMOLITION 3. CORRIDOR SENSOR: ULTRASONIC TYPE. MINIMUM COVERAGE OF 90 LINEAR FEET. WS I Edwards, CO 81632 970.926.8960 1.12 PROTECTION WT-2250. ACTUAL CONSTRUCTION OF THE BUILDING WILL PERMIT. ALL CHANGES FROM DRAWINGS A. PROVIDE ALL CUTTING,TRENCHING,BACKFILLING,PATCHING AND REFINISHING OR A. EXAMINATION NECESSARY TO MAKE THE ELECTRICAL WORK CONFORM TO THE BUILDING AS CONSTRUCTED A. OF PEOPLE:ARRANGE BARRIERS,SIGNS,ETC.AS REQUIRED TO MINIMIZE THE HAZARD OF PEOPLE. RESURFACING REQUIRED FOR ELECTRICAL WORK IN A MANNER MEETING THE APPROVAL OF THE F. WALL PLATES SHALL BE 0.035-INCH THICK,SATIN FINISHED STAINLESS STEEL MATERIAL FOR Consultant SHALL BE MADE WITHOUT COST TO THE OWNER. COMPLY WITH APPLICABLE SAFETY AND HEALTH REGULATIONS. COORDINATE AS NECESSARY ENGINEER AND AT NO ADDITIONAL COST TO THE OWNER. 1. VERITY FIELD MEASUREMENTS AND CIRCUITING ARRANGEMENTS ARE AS SHOWN ON FINISHED SPACES. 4. COORDINATE THE ELECTRICAL WORK WITH THE GENERAL CONTRACTOR AND BE WITH THE OWNER AND THE GENERAL CONTRACTOR. DRAWINGS. B. ALL OPENINGS MADE IN FIRE-RATED WALLS,FLOORS,OR CEILINGS SHALL BE PATCHED AND MARTIN MARTIN RESPONSIBLE TO HIM FOR SATISFACTORY PROGRESS OF SAME. COORDINATE ELECTRICAL B. OF WORK:TAKE ALL MEASURES NECESSARY TO PROTECT THE WORK BOTH BEFORE AND AFTER MADE TIGHT IN A MANNER TO CONFORM TO THE FIRE RATING FOR THE SURFACE PENETRATED. 2. VERIFY THAT ABANDONED WIRING AND EQUIPMENT SERVE ONLY ABANDONED FACILITIES. 2.06 DISCONNECTS 0225 MAIN STREET; SUITE C 101 WORK WITH ALL OTHER TRADES ON THE PROJECT WITHOUT COST TO THE OWNER. INSTALLATION,TO ASSURE THAT IT WILL BE IN CLEAN,UNDAMAGED,UNBLEMISHED CONDITION 5. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS ON ARCHITECTURAL DRAWINGS AND IN WHEN TURNED OVER TO THE OWNER. REPAIR/REPLACE WORK DAMAGED DURING 3. DEMOLITION DRAWINGS ARE BASED ON CASUAL FIELD OBSERVATION AND EXISTING RECORD A. SAFETY SWITCHES SHALL BE HEAVY-DUTY,QUICK-MAKE,QUICK-BREAK WITH COVER EDWARDS, COLORADO 81632 3.04 DELIVERY AND STORAGE OF MATERIALS DOCUMENTS. REPORT DISCREPANCIES TO ARCHITECT BEFORE DISTURBING EXISTING INTERLOCK,FUSIBLE OR NON-FUSIBLE,AND GROUNDING LUGS IN ENCLOSURE TO SUIT 970.581.2546 FIELD PRIOR TO COMMENCEMENT OF WORK. CONSTRUCTION. INSTALLATION. LOCATIONS AND REQUIREMENTS. G.E.,SIEMENS,SQUARE D,CUTLER-HAMMER. A. ARRANGE AND BE HELD RESPONSIBLE FOR DELIVERY AND SAFE STORAGE OF MATERIALS AND BEAUDIN GANZE CONSULTING ENGINEERS 6. ALL WORK AND MATERIALS COVERED E DRAWINGS AND SPECIFICATIONS SHALL BE EQUIPMENT FOR ELECTRICAL INSTALLATION. 4. BEGINNING OF DEMOLITION MEANS INSTALLER ACCEPTS EXISTING CONDITIONS. SUBJECT TO REVIEW AT ANY TIME BY REPRESENTATIVES OF THE ARCHITECT AND OWNER. IF PART 2- PRODUCTS 2.07 FUSES 222 CHAPEL PLACE, UNIT AC-201 THE ARCHITECT OR OWNER'S AGENT FINDS ANY MATERIAL OR INSTALLATION THAT DOES B. CAREFULLY CHECK MATERIALS FURNISHED TO THIS CONTRACTOR FOR INSTALLATION,AND B. PREPARATION P.O. BOX 9650 NOT CONFORM TO THESE DRAWINGS AND SPECIFICATIONS,CONTRACTOR SHALL REMOVE THE 2.01 STANDARD FOR MATERIALS PROVIDE RECEIPT ACKNOWLEDGING ACCEPTANCE OF DELIVERY AND CONDITION OF THE A. TIME DELAY,REJECTION TYPE,HIGH CAPACITY OR CURRENT LIMITING AS SHOWN ON THE AVON, COLORADO 81620 MATERIAL FROM THE PREMISES AND CORRECT THE INSTALLATION TO THE SATISFACTION OF MATERIALS RECEIVED. THEREAFTER,ASSUME FULL RESPONSIBILITY FOR ITS SAFEKEEPING 1. DISCONNECT ELECTRICAL SYSTEMS IN WALLS,FLOORS,AND CEILINGS SCHEDULED FOR DRAWINGS. MANUFACTURERS SHALL BE BUSSMANN,LITTELFUSE OR GOULD SHAWMUT. THE AGENT. A. ALL ELECTRICAL MATERIAL SHALL BE NEW AND OF THE QUALITY AND TYPE SPECIFIED. UNTIL THE FINAL INSTALLATION HAS BEEN REVIEWED AND ACCEPTED. REMOVAL. 970.949.6108 7. IN ACCEPTANCE OR REJECTION OF INSTALLED ELECTRICAL SYSTEMS,NO ALLOWANCE WILL B. MANUFACTURER AND CATALOG NUMBER SHOWN IN THESE SPECIFICATIONS OR ON DRAWINGS PART 3- EXECUTION 2. COORDINATION OUTAGES WITH ARCHITECT/OWNER. BE MADE FOR LACK OF SKILL ON THE PART OF THE INSTALLERS. ARE INTENDED AS A GUIDE TO QUALITY. EQUIVALENT MATERIALS AND EQUIPMENT OF OTHER 3.05 PROTECTION OF WORK AND PROPERTY MANUFACTURERS WILL BE CONSIDERED PROVIDED SUCH SUBSTITUTIONS ARE REQUESTED IN 3. PROVIDE TEMPORARY WIRING AND CONNECTIONS TO MAINTAIN EXISTING SYSTEMS IN 3.01 CONDUIT INSTALLATION 1.03 WORK INCLUDED ACCORDANCE WITH THE PROVISIONS OF PARAGRAPH 2.03 AND SHALL INCLUDE ALL A. WHERE THERE ARE EXISTING FACILITIES,BE RESPONSIBLE FOR THE PROTECTION THEREOF, SERVICE DURING CONSTRUCTION. WHEN WORK MUST BE PERFORMED ON ENERGIZED INFORMATION NECESSARY TO SUPPORT THE CLAIM OF EQUIVALENCY. WHETHER OR NOT SUCH FACILITY IS TO BE REMOVED OR RELOCATED. MOVING OR REMOVING EQUIPMENT OR CIRCUITS,USE PERSONNEL EXPERIENCED IN SUCH OPERATIONS. A. ALL WIRING SHALL BE INSTALLED IN LISTED EMT RACEWAYS. A. THE ELECTRICAL SYSTEM REQUIRED FOR THIS WORK TO INCLUDE,BUT IS NOT NECESSARILY ANY FACILITY MUST BE DONE SO AS NOT TO CAUSE INTERRUPTION OF THE WORK OF OWNER'S LIMITED TO: C. NO EXTENSION OF COMPLETION DATE SHALL BE ALLOWED FOR TIME LOST IN CONSIDERATION, OPERATION. 4. FIRE PROTECTION,FIRE ALARM,AND DETECTION SYSTEMS SHALL BE MAINTAINED AND B. MAKE CONDUIT BENDS WITH STANDARD CONDUIT ELBOWS OR CONDUIT BENT TO NOT LESS THAN SHIPPING,OR INSTALLATION OF APPROVED SUBSTITUTIONS. REVIEW OF SUBSTITUTIONS CAPABLE OF PROPER OPERATION DURING CONSTRUCTION. THE LOCAL FIRE MARSHALL THE SAME RADIUS. ALL BENDS SHALL BE FREE FROM DENTS OR FLATTENING. 1. NEW FEEDERS IN EXISTING CONDUIT TO REPLACEMENT PANEL ON THE 3RD FLOOR. SIGNIFIES GENERAL EQUALITY OF MATERIALS AND EQUIPMENT ONLY. THIS REVIEW DOES NOT B. CLOSE ALL CONDUIT OPENINGS WITH CAPS OR PLUGS DURING INSTALLATION. COVER ALL SHALL BE NOTIFIED BEFORE CONSTRUCTION STARTS,WHEN SCHEDULED INTERRUPTIONS ARE FIXTURES AND EQUIPMENT AND PROTECT AGAINST INJURY. AT THE FINAL COMPLETION,CLEAN C. RUN CONCEALED CONDUITS IN A DIRECT LINE. RUN EXPOSED CONDUITS PARALLEL TO,OR AT 2. COMPLETE BRANCH CIRCUIT WIRING FOR LIGHTING,MOTORS,RECEPTACLES,JUNCTION RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR PROPER OPERATION OF THE SYSTEM, ALL WORK AND DELIVER IN AN UNBLEMISHED CONDITION,OR REFINISH AND REPAINT AT THE EXPECTED AND AFTER CONSTRUCTION IS COMPLETE. PROTECT AND SUPPORT LIFE SAFETY RIGHT ANGLES WITH,LINES OF THE BUILDING. INSTALL ALL CONDUITS AT LEAST 6"AWAY FROM BOXES,AND SIMILAR USES. COMPLIANCE WITH SPECIFICATIONS AND NECESSARY CHANGES DUE TO DIMENSIONAL SYSTEMS ROUTED THROUGH AREAS OF DEMOLITION. DIFFERENCES OR SPACE REQUIREMENTS. DISCRETION OF THE ARCHITECT. FLUES,STEAM AND HOT WATER PIPES. INSTALL HORIZONTAL RACEWAY RUNS ABOVE WATER 3. LIGHTING FIXTURES,WALL SWITCHES,RECEPTACLES AND SIMILAR ITEMS. 5. EXISTING TELEPHONE SYSTEM:MAINTAIN EXISTING SYSTEM IN SERVICE. DISABLE SYSTEM AND STEAM PIPING. C. ANY EQUIPMENT OR CONDUIT SYSTEMS FOUND TO HAVE BEEN DAMAGED OR CONTAMINATED ONLY TO MAKE SWITCHOVERS AND CONNECTIONS. NOTIFY OWNER/ARCHITECT IN WRITING 4. CONDUITS AND BOXES FOR DATA SYSTEM. 2.02 SHOP DRAWINGS ABOVE"MILL OR"SHOP"CONDITIONS SHALL BE REPLACED OR CLEANED TO THE ENGINEER'S AT LEAST 24 HOURS BEFORE PARTIALLY OR COMPLETELY DISABLING SYSTEM. MINIMIZE D. SEAL ALL CONDUIT PENETRATIONS OF FIRE RATED WALLS,FLOOR,OR CEILINGS WITH U.L.LISTED 5. FIRE ALARM SYSTEM AS REQUIRED BY NATIONAL,STATE,AND LOCAL CODES. A. SHOP DRAWINGS REQUIRED FOR THIS PROJECT ARE AS FOLLOWS: SATISFACTION. OUTAGE DURATION. "DOW CORNING"#2000 OR#2001 FIRE STOP SEALANT OR EQUIVALENT. 0 L CC C. DEMOLITION AND EXTENSION OF EXISTING ELECTRICAL WORK E. ALL EMPTY RACEWAY SYSTEMS SHALL HAVE A POLYPROPYLENE PULLWIRE OR EQUAL,AND _ 1. LIGHTING FIXTURES 3.06 FINAL ACCEPTANCE SHALL BE IDENTIFIED AT ALL JUNCTION,PULL AND TERMINATION POINTS USING PERMANENT C3�`,� •; % 1.04 CODES AND STANDARDS METALLIC TAGS.TAG SHALL INDICATE INTENDED USE OF CONDUIT,ORIGINATION,AND �j 2. LAMPS A. FINAL ACCEPTANCE BY THE OWNER WILL NOT OCCUR UNTIL ALL OPERATING INSTRUCTIONS ARE I. REMOVE,RELOCATE,AND EXTEND EXISTING INSTALLATIONS TO ACCOMMODATE NEW s A. THE LATEST EDITIONS OF THE FOLLOWING STANDARDS(INCLUDING SUPPLEMENTS AND OFFICIAL CONSTRUCTION. TERMINATION POINTS OF EACH INDIVIDUAL CONDUIT. . I i INTERPRETATIONS ARE MINIMUM REQUIREMENTS: RECEIVED AND OWNER'S PERSONNEL HAVE BEEN THOROUGHLY INDOCTRINATED IN THE 3. LOAD CENTERS MAINTENANCE AND OPERATION OF ALL EQUIPMENT. F. CONDUITS PENETRATING THROUGH ROOF SHALL HAVE ROOF FLASHING WITH CAULK TYPE I 2. REMOVE ABANDONED WIRING TO SOURCE OF SUPPLY. �, I�_. (� 1. NFPA 70-NATIONAL ELECTRICAL CODE(NEC). 4. WIRING DEVICES B. OPERATING MANUAL,PARTS LISTS,AND INDOCTRINATION OF OPERATING AND MAINTENANCE COUNTER FLASHING SLEEVE. INSTALLATION SHALL BE WATERTIGHT. A5 . r d �[T PERSONNEL:FURNISH THE SERVICES OF A QUALIFIED REPRESENTATIVE OF THE SUPPLIER FOR 3. DISCONNECT ABANDONED OUTLETS AND REMOVE DEVICES. REMOVE ABANDONED OUTLETS 'jo �- +,,•`' 2. NFPA 72-NATIONAL FIRE ALARM CODE. 5. FIRE ALARM AND DETECTION SYSTEM EACH ITEM OR SYSTEM ITEMIZED BELOW WHO SHALL INSTRUCT SPECIFIC PERSONNEL,AS IF CONDUIT SERVICING THEM IS ABANDONED AND REMOVED. PROVIDE BLANK COVER FOR 3.02 WIRE INSTALLATION . 'e �1. " 3. NFPA 101-LIFE SAFETY CODE. 6. DISCONNECTS DESIGNATED BY THE OWNER,IN THE OPERATION AND MAINTENANCE OF THAT ITEM OR SYSTEM. ABANDONED OUTLETS,WHICH ARE NOT REMOVED. 4. DISCONNECT AND REMOVE ELECTRICAL DEVICES AND EQUIPMENT SERVING UTILIZATION A. BRANCH CIRCUIT CONDUCTORS SHALL BE AS FOLLOWS: 4. NFPA 110-EMERGENCY POWER SYSTEMS 7. FUSES C. DELIVER THREE(3)COMPLETE OPERATING MANUALS AND PARTS LISTS TO THE OWNER(OR HIS .EQUIPMENT THAT HAS BEEN REMOVED DESIGNATED REPRESENTATIVE)AT THE TIME OF THE ABOVE REQUIRED INDOCTRINATION. FULLY I. FOR GENERAL APPLICATIONS THROUGH SIZE#8: THHN/THWN 750C WIRE AND FULL SIZE 5. COLORADO DEPARTMENT OF HEALTH"RULES AND REGULATIONS GOVERNING HOSPITALS IN B. PRESENT SHOP DRAWING SUBMITTAL DATA AT ONE TIME,BOUND IN THREE-RING BINDERS, EXPLAIN THE CONTENTS OF THE MANUALS AS PART OF REQUIRED INDOCTRINATION AND 5. DISCONNECT AND REMOVE ABANDONED LUMINAIRES. REMOVE BRACKETS,STEMS,HANGERS, GROUND,OR TYPE THHN 900C. THE STATE OF COLORADO". INSTRUCT THE OWNER'S PERSONNEL IN THE CORRECT PROCEDURE IN OBTAINING SERVICE,BOTH Isle/Revisions Date No. INDEXED IN A NEAT AND ORDERLY MANNER. PARTIAL SUBMITTALS WILL NOT BE ACCEPTED. AND OTHER ACCESSORIES. 2. BRANCH CIRCUIT CONDUCTORS THROUGH SIZE#10 TO BE SOLID,#8 AND LARGER STRANDED. PROVIDE FOUR SETS OF SUBMITTAL DATA,UNLESS NOTED OTHERWISE IN DIVISION I. DURING AND AFTER THE GUARANTEE PERIOD. THE OPERATING MANUAL AND PARTS LISTS SHALL 6. CONFORM TO ALL APPLICABLE STATE AND LOCAL CODES. GIVE COMPLETE INFORMATION AS TO WHOM THE OWNER SHALL CONTACT FOR SERVICE AND 6. REPAIR ADJACENT CONSTRUCTION AND FINISHES DAMAGED DURING DEMOLITION AND 3. UNLESS INDICATED ON THE DRAWINGS,(THE MINIMUM)WIRE USED FOR BRANCH CIRCUITS 7. AMERICAN NATIONAL STANDARDS INSTITUTE(ANSI). C. PLACE ORDERS FOR ALL EQUIPMENT IN TIME TO PREVENT ANY DELAY IN CONSTRUCTION PARTS,INCLUDING THE ADDRESS AND PHONE NUMBER. FURNISH EVIDENCE THAT AN EXTENSION WORK. SHALL BE#12 THWN PROTECTED BY 20 AMPERE CIRCUIT BREAKERS. SCHEDULE OR COMPLETION OF PROJECT. IF ANY MATERIALS OR EQUIPMENT ARE NOT ORDERED AUTHORIZED SERVICE ORGANIZATION REGULARLY CARRIES A COMPLETE STOCK OF REPAIR 8. NATIONAL ELECTRICAL SAFETY CODE(NESC). IN TIME,ADDITIONAL CHARGES MADE BY EQUIPMENT MANUFACTURERS TO COMPLETE THEIR PARTS FOR THESE ITEMS(OR SYSTEMS),AND THAT THE ORGANIZATION IS AVAILABLE FOR 7. MAINTAIN ACCESS TO EXISTING ELECTRICAL INSTALLATIONS,WHICH REMAIN ACTIVE. B. THE DRAWINGS INDICATE THE GENERAL DIRECTION OF ROUTES OF BRANCH CIRCUIT HOME RUNS. EQUIPMENT IN TIME TO MEET CONSTRUCTION SCHEDULE,TOGETHER WITH ANY SPECIAL SERVICE. SERVICE SHALL BE FURNISHED WITHIN TWENTY FOUR(24)HOURS AFTER REQUESTED. MODIFY INSTALLATION OR PROVIDE ACCESS PANEL AS APPROPRIATE. CONTINUE ALL SUCH HOME RUNS TO PANELS AS THOUGH THE ROUTES WERE COMPLETELY 9. AMERICANS WITH DISABILITIES ACTS(ADA)AND AMERICAN NATIONAL STANDARDS HANDLING CHARGES,SHALL BE BORNE BY THE CONTRACTOR. INDICATED. INSTITUTE(ANSI)117. D. CLEAN UP: REMOVE ALL MATERIALS,SCRAP,ETC.,RELATIVE TO THE ELECTRICAL INSTALLATION 8. EXTEND EXISTING INSTALLATIONS USING MATERIALS AND METHODS COMPATIBLE WITH D. SHOP DRAWINGS: CONTRACTOR AGREES THAT SHOP DRAWING SUBMITTALS PROCESSED BY THE AND LEAVE THE PREMISES AND ALL EQUIPMENT,LAMPS,FIXTURES,ETC.IN A CLEAN,ORDERLY EXISTING ELECTRICAL INSTALLATION,OR AS SPECIFIED IN INDIVIDUAL SECTION. 1. CONDUCTORS SHALL BE CONTINUOUS FROM OUTLET BOX TO OUTLET BOX,OR JUNCTION BOX, 10. NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION(NEMA). ENGINEER ARE NOT CHANGE ORDERS;THAT THE PURPOSE OF SHOP DRAWING SUBMITTALS BY CONDITION. ANY COSTS TO THE OWNER FOR CLEAN UP OF THE SITE WILL BE CHARGED AGAINST D. CLEANING AND REPAIR WITH NO SPLICES EXCEPT IN SUCH BOXES. THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR THE CONTRACTOR. 11. A.I.A."GUIDELINES FOR DESIGN AND CONSTRUCTION OF HOSPITAL AND HEALTHCARE UNDERSTANDS THE DESIGN CONCEPT,THAT HE DEMONSTRATES HIS UNDERSTANDING BY 1. CLEAN AND REPAIR EXISTING MATERIALS AND EQUIPMENT,WHICH REMAIN OR ARE TO BE 3.03 WIRING DEVICE INSTALLATION FACILITIES." INDICATING WHICH EQUIPMENT AND MATERIAL HE INTENDS TO PROVIDE AND BY DETAILING THE E. ACCEPTANCE DEMONSTRATION: UPON COMPLETION OF THE WORK,AT A TIME TO BE FABRICATION AND INSTALLATION METHODS HE INTENDS TO USE. CONTRACTOR FURTHER DESIGNATED BY THE ARCHITECT,THE CONTRACTOR SHALL DEMONSTRATE FOR THE OWNER THE REUSED. 12. UNDERWRITER'S LABORATORIES OPERATION OF THE ENTIRE INSTALLATION,INCLUDING ALL SYSTEMS PROVIDED UNDER THIS A. REVIEW ARCHITECTURAL AND MECHANICAL DRAWINGS BEFORE INSTALLING OUTLETS. (HI-)• AGREES THAT IF DEVIATIONS,DISCREPANCIES,OR CONFLICTS BETWEEN SHOP DRAWING 2. PANELBOARDS: CLEAN EXPOSED SURFACES AND CHECK TIGHTNESS OF ELECTRICAL CHANGING OF OUTLETS TO CONFORM TO THESE DRAWINGS AND ANY OTHER SLIGHT CHANGE IN SUBMITTALS AND CONTRACT DOCUMENTS IN THE FORM OF DESIGN DRAWINGS AND CONTRACT. CONNECTIONS. REPLACE DAMAGED CIRCUIT BREAKERS AND PROVIDE CLOSURE PLATES FOR MOUNTING HEIGHT OR LOCATION OF OUTLETS REQUIRED SHALL BE CONSIDERED AS A PART OF 13. JOINT COMMISSION FOR ACCREDITATION FOR HEALTHCARE ORGANIZATIONS(JCAHO). SPECIFICATIONS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE VACANT POSITIONS. PROVIDE TYPED CIRCUIT DIRECTORY SHOWING REVISED CIRCUITING THIS CONTRACT. USE OUTLET BOXES OF SUFFICIENT SIZE AND SHAPE TO BEST SUIT THE PROCESSED BY THE ENGINEER,THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL F. OPERATING AND ACCEPTANCE TESTS: PROVIDE ALL LABOR,INSTRUMENTS,AND EQUIPMENT FOR 14. INSULATED CABLE ENGINEERS ASSOCIATION(ICEA). THE PERFORMANCE OF TESTS AS SPECIFIED. SUBMIT THREE(3)COPIES OF A TYPEWRITTEN TEST ARRANGEMENT. PARTICULAR LOCATION AND TO CONTAIN THE ENCLOSED WIRE AND CONNECTIONS WITHOUT AND SHALL BE FOLLOWED. REPORT FOR THE ARCHITECT FOR HIS APPROVAL. CROWDING. SIZE ALL BOXES PER N.E.C.ARTICLE 370. 15. INTERNATIONAL BUILDING CODE. 3. LUMINARIES: REMOVE EXISTING LUMINAIRES FOR CLEANING. USE MILD DETERGENT TO CLEAN ALL EXTERIOR AND INTERIOR SURFACES;RINSE WITH CLEAN WATER AND WIPE DRY. B. SWITCH AND RECEPTACLE OUTLET BOXES SHALL BE STANDARD BOXES WITH COVER PLATES. 2.03 BID ALTERNATE(S) 1. RECORD THE FULL LOAD CURRENT IN EACH PHASE OR LINE AT THE MAIN SERVICE ENTRANCE n 16. INTERNATIONAL MECHANICAL CODE. AND FOR EACH FEEDER LEAVING THE MAIN DISTRIBUTION PANELBOARD. READINGS SHALL REPLACE LAMPS,NON-OPERATIONAL BALLASTS,AND BROKEN ELECTRICAL PARTS. WHERE MORE THAN ONE SWITCH OR DEVICE IS LOCATED AT ONE POINT,USE GANG BOXES AND 17. INTERNATIONAL FIRE CODE. A. REFER TO DIVISION 1 FOR ADDITIONAL INFORMATION. BE TAKEN WITH THE MAXIMUM INSTALLED LOAD CONNECTED AND IN OPERATION. GANG COVER PLATES. END OF SECTION 16010 B. ALTERNATE(S)FOR MATERIAL AND EQUIPMENT 2. PERFORM A CAREFUL INSPECTION OF THE MAIN SWITCHBOARD BUS STRUCTURE AND CABLE C. RECEPTACLES IN WET LOCATIONS SHALL BE INSTALLED WITH A HINGED OUTLET 18. INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS(IEEE). CONNECTIONS TO VERIFY THAT ALL CONNECTIONS ARE MECHANICALLY AND ELECTRICALLY COVER/ENCLOSURE MARKED"SUITABLE FOR WET LOCATIONS WHILE IN USE"AND"UL LISTED". 19. SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION(SMACNA). 1. EQUIPMENT AND MATERIAL BID ALTERNATE(S)SHALL BE PROPOSED AS ADDITIVE OR TIGHT. SECTION 16100--BASIC MATERIALS AND METHODS THERE MUST BE A GASKET BETWEEN THE ENCLOSURE AND THE MOUNTING SURFACE,AND Vail DEDUCTIVE ALTERNATE(S)TO SPECIFIED ITEMS BY SUBMITTING IT AS A SEPARATE LINE ITEM BETWEEN AND HINGED COVER AND MOUNTING PLATE/BASE TO ASSURE PROPER SEAL. TAYMAC; B. COMPLY WITH REQUIREMENTS OF UNDERWRITERS LABORATORIES FOR ALL ITEMS INSTALLED FROM THE BASE BID ON THE BIDDER'S LETTERHEAD. 3. MEASURE THE RESISTANCE TO GROUND FOR THE SERVICE GROUND,WHICH SHALL NOT PART I- GENERAL(NOT USED) SPECIFICATION GRADE OR EQUIVALENT. FOR WHICH U.L.STANDARDS HAVE BEEN ESTABLISHED. EXCEED TEN(10)OHMS UNDER NORMAL SOIL MOISTURE CONDITIONS. IF REQUIRED,INSTALL Valley 2. SUCH BID ALTERNATE PROPOSALS SHALL NOT BE SUBSTITUTED OR INCLUDED IN THE BASE ADDITIONAL GROUND PROVISIONS IN A MANNER ACCEPTED BY THE ENGINEER AT NO D. FLUSH MOUNT LIGHTING SWITCHES 4'0"CENTERLINE ABOVE FINISHED FLOOR UNLESS C. THE DRAWINGS AND SPECIFICATIONS TAKE PRECEDENCE WHEN THEY ARE MORE STRINGENT BID. BID ALTERNATE PROPOSAL(S)MUST BE ACCOMPANIED BY FULL DESCRIPTIVE DATA ON ADDITIONAL COST TO THE OWNER. PART 2- PRODUCTS OTHERWISE INDICATED. FLUSH MOUNT WALL TYPE RECEPTACLES AND OTHER WALL MOUNTED THAN CODES,STATUTES,OR ORDINANCES IN EFFECT. APPLICABLE CODES,ORDINANCES, THE PROPOSED EQUIPMENT,TOGETHER WITH A STATEMENT OF THE COST TO BE ADDED OR WIRING DEVICES AND OUTLETS 18 INCHES CENTERLINE ABOVE FINISHED FLOOR UNLESS STANDARDS AND STATUTES TAKE PRECEDENCE WHEN THEY ARE MORE STRINGENT OR CONFLICT DEDUCTED FOR EACH ITEM. THE BID ALTERNATE SHALL INCLUDE ALL MATERIALS, OTHERWISE INDICATED. Medical EQUIPMENT,LABOR,CONNECTIONS,COORDINATION WITH ALL OTHER TRADES,ETC.FOR A 3.07 IDENTIFICATION 2.01 RACEWAYS AND FITTINGS WITH THE DRAWINGS AND SPECIFICATIONS. COMPLETE AND OPERATIONAL SYSTEM. E. .ROUTE DEDICATED NEUTRAL CONDUCTORS ON LINE AND LOAD SIDE OF DIMMERS PER U A. GENERAL: PROVIDE THE FOLLOWING SERVICES AND MATERIALS TO ASSIST THE OWNER IN A. CONDUIT: MANUFACTURER'S INSTRUCTIONS. Q OPERATION AND MAINTENANCE. e n t e r 1.05 EXAMINATION OF BIDDING DOCUMENTS 3. THE CONTRACTOR SHALL SUBMIT THE BID ALTERNATES AT THE TIME THE BASE BIDS ARE 1. CONDUITS SUBJECT TO MECHANICAL DAMAGE OR WHERE OTHERWISE REQUIRED BY CODE U DUE. SHALL BE GALVANIZED RIGID HEAVY WALL CONDUIT;ALL OTHER CONDUIT MAY BE F. IDENTIFY PANELBOARD AND CIRCUIT NUMBER ON RECEPTACLES WITH HOT STAMPED OR A. EACH BIDDER SHALL EXAMINE THE BIDDING DOCUMENTS CAREFULLY,AND NOT LATER THAN B. DIRECTORY CARDS,NAMEPLATES AND LABELS:NO TEMPORARY MARKINGS,WHICH ARE VISIBLE ENGRAVED MACHINE PRINTED LABEL ON FACE OF PLATE. E SEVEN DAYS PRIOR TO THE DATE OF RECEIPT OF BIDS,SHALL MAKE WRITTEN REQUEST TO THE ON EQUIPMENT,SHALL REMAIN AFTER THE PROJECT IS COMPLETE. REPAINT TRIMS,HOUSING, ELECTRIC METALLIC TUBING. r9 ARCHITECT FOR INTERPRETATION OR CORRECTION OF ANY DISCREPANCIES,AMBIGUITIES, 2.04 SUBSTITUTIONS ETC.,WHERE SUCH MARKINGS CANNOT BE READILY REMOVED. DEFACED FINISHES MUST BE 2• FLEXIBLE METALLIC CONDUIT SHALL BE USED WHERE VIBRATION OR OTHER REASONS DO 3.04 ELECTRICAL SUPPORTING DEVICES cal INCONSISTENCIES,OR ERRORS THEREIN WHICH HE MAY DISCOVER. THE ARCHITECT WILL ISSUE A. BIDDER'S CHOICE:MATERIAL OR EQUIPMENT LISTED BY SEVERAL MANUFACTURERS'NAMES ARE REFINISHED. ALL ENGRAVED METAL OR PLASTIC NAMEPLATES SHALL BE WHITE LETTERS ON A NOT ALLOW SOLID CONNECTIONS TO MOTORS,EQUIPMENT,ETC. FLEX MAY ALSO BE USED TO ANY INTERPRETATION OR CORRECTION AS AN ADDENDUM. ONLY A WRITTEN INTERPRETATION BLACK OR GRAY BACKGROUND. RAISED LETTER TYPE TAPE SHALL NOT BE USED. NO OR CORRECTION BY ADDENDUM SHALL BE BINDING. NO BIDDER SHALL RELY UPON INTENDED TO BE BIDDER'S CHOICE,AND ANY OF THE LISTED MANUFACTURERS MAY BE USED IN ABBREVIATIONS IN LABELING WILL BE PERMITTED WITHOUT SPECIAL APPROVAL. ALL FISH IN EXISTING WALLS OR WHERE REQUIRED TO CONNECTION IN MILLWORK. THE USE OF A. SUPPORT ALL PANELS,JUNCTION BOXES AND OTHER ELECTRICAL DEVICES IN A MANNER AS THE BASE BID. PANELBOARDS SHALL BE LABELED AS DESIGNATED ON THE ELECTRICAL DRAWINGS. FLEX SHALL BE HELD TO A MINIMUM. WHERE FLEXIBLE METALLIC CONDUIT IS USED IN REQUIRED BY THE N.E.C. USE EXTRA BRACING,SUPPORTS,ETC.AS NECESSARY TO PROVIDE A CD INTERPRETATIONS OR CORRECTIONS GIVEN BY ANY OTHER METHOD. IF DISCREPANCIES, AREAS SUBJECT TO MOISTURE,PVC-COATED FLEX(LIQUIDTIGHT)SHALL BE USED. PROPER AND SUBSTANTIAL BASE TO WHICH ALL ELECTRICAL EQUIPMENT IS ATTACHED. N AMBIGUITIES,INCONSISTENCIES,OR ERRORS ARE NOT COVERED BY ADDENDUM OR WRITTEN B. PERFORMANCE SPECIFICATIONS:WHEN ANY ITEM IS SPECIFIED BY REQUIREMENTS TO MEET A THOROUGHLY CLEAN SURFACE TO WHICH PRESSURE SENSITIVE TYPE LABELS ARE APPLIED TO ES,AND LABELS SHALL INDICATE Concierge o DIRECTIVE,CONTRACTOR SHALL INCLUDE IN HI ASSURE ADHERENCE OF LABEL. DIRECTORY CARDS,NAMEPLAT S BID,LABOR,MATERIALS AND METHODS OF PERFORMANCE,INDUSTRY OR REGULATING BODY STANDARD,OR IS SPECIFIED BY A GENERIC THE GENERAL AREA AND TYPE OF ELECTRICAL LOAD SERVED T EACH CIRCUIT. PROVIDE THE 3.05 EQUIPMENT FURNISHED BY OTHERS AND/OR OWNER >, CONSTRUCTION RESULTING IN HIGHER COST. AFTER AWARD OF CONTRACT,NO ALLOWANCE OR SPEC,(NO MANUFACTURER'S NAME LISTED)NO PRIOR REVIEW BY THE ENGINEER IS NEEDED ro EXTRA COMPENSATION WILL BE MADE ON BEHALF OF THE CONTRACTOR DUE TO HIS FAILURE TO UNLESS SPECIFICALLY CALLED FOR IN THESE SPECIFICATIONS. FOLLOWING TYPES OF LABELS AT THESE LOCATIONS. B. FITTINGS: A. VERIFY EXACT LOCATION AND REQUIREMENTS OF EQUIPMENT TO BE FURNISHED BY OTHERS Clinic MAKE THE WRITTEN REQUESTS AS DESCRIBED ABOVE. 1. ON EACH FEEDER SWITCH,COMBINATION STARTER,OR CIRCUIT BREAKER LOCATED IN 1. USE COMPRESSION FITTINGS FOR ALL EMT CONDUIT. PRIOR TO ROUGH-IN. C. CONTRACTOR TO BE RESPONSIBLE FOR ANY CHANGES AND COSTS TO ACCOMMODATE ANY MOTOR CONTROL CENTERS,MAIN SERVICE EQUIPMENT,THE MAIN SWITCHBOARD OR B. FAILURE TO REQUEST CLARIFICATION DURING THE BID PHASE OF ANY INADEQUACY,OMISSION, EQUIPMENT EXCEPT THE FIRST NAMED IN THE SPECIFICATION. 0 OR CONFLICT WILL NOT RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITIES. THE SIGNING OF PANELBOARD,SUBDISTRIBUTION PANELBOARDS,AND ALL SPECIAL EQUIPMENT HOUSED IN 2.02 WIRE AND CABLE B. SEE DIVISION 15 DRAWINGS FOR LOCATION OF MECHANICAL EQUIPMENT. PROVIDE SERVICE TO, US Bank Building M CABINETS,THE LABELING SHALL BE ONE FOURTH INCH(1/4")MINIMUM HEIGHT LETTERS. AND CONNECT EQUIPMENT AS REQUIRED. � THE CONTRACT WILL BE CONSIDERED AS IMPLICITLY DENOTING THAT THE CONTRACTOR HAS A D. SUBSTITUTIONS OF MATERIAL(CONTRACTOR AND OWNER INITIATED) m .THOROUGH COMPREHENSION OF THE FULL INTENT AND SCOPE OF THE WORKING DRAWINGS AND 2 ON EACH SEPARATE MOUNTED DISCONNECT AND STARTER FOR A MOTOR OR FIXED A. VOLTAGE RANGE 0 TO 24:HIGH CONDUCTIVITY COPPER,THERMO-PLASTIC INSULATION,300 VOLT C. INSPECT OWNER FURNISHED EQUIPMENT FOR DAMAGE,DEFECTS,MISSING COMPONENTS,ETC. Suite 306 co SPECIFICATIONS. 1. OTHER ITEMS OF MATERIAL AND EQUIPMENT NOT LISTED AS EQUIVALENTS MAY BE OFFERED APPLIANCE,INDICATE MOTOR OR APPLIANCE DESIGNATION,VOLTAGE,AND PHASE. (MOTOR RATING. REPORT DEFICIENCIES TO THE OWNER IMMEDIATELY. DO NOT INSTALL OR CONNECT DEFICIENT (AT THE CONTRACTOR'S OPTION)AS SUBSTITUTIONS TO SPECIFIED ITEMS BY SUBMITTING IT OR APPLIANCE DESIGNATIONS SHALL BE AS GIVEN ON THE MECHANICAL OR ARCHITECTURAL EQUIPMENT. C 91 AS A SEPARATE PRICE WITH HIS BASE BID ON THE BIDDER'S LETTERHEAD. B. VOLTAGE RANGE 24 TO 600:HIGH CONDUCTIVITY COPPER,MOISTURE-RESISTANT 108 South Frontage Road 1.06 EXAMINATION OF PREMISES PLANS.) USE THREE-SIXTEENTH INCH(3/16")MINIMUM HEIGHT LETTERS. THERMO-PLASTIC INSULATION,600 VOLT 75°C RATING FOR GENERAL USE. FOR HID FIXTURES AND 2. SUCH SUBSTITUTE PROPOSALS SHALL NOT BE INCLUDED UNDER THE BASE BID AND MUST BE WIRING WITHIN 3 INCHES OF FLUORESCENT BALLASTS,WIRE SHALL BE COPPER,MINIMUM 90°C 3.06 EQUIPMENT CONNECTIONS Vail, Colorado 81657 A. VISIT SITE PRIOR TO BID AND VERIFY THAT CONDITIONS ARE AS INDICATED. CONTRACTOR SHALL 3. ON ALL BRANCH CIRCUIT PANELBOARDS INDICATE PANEL DESIGNATION,VOLTAGE AND � INCLUDE IN HIS BID COSTS REQUIRED TO MAKE HIS WORK MEET EXISTING CONDITIONS. ACCOMPANIED BY FULL DESCRIPTIVE DATA ON THE PROPOSED EQUIPMENT,TOGETHER WITH PHASE. USE THREE-FOURTHS INCH(3/4")MINIMUM HEIGHT STENCILED LETTERS IN METAL RATED. SIZES INDICATED ARE FOR INSTALLATION IN A MAXIMUM 30°C AMBIENT. CONDUCTOR A STATEMENT OF THE COST TO BE DEDUCTED FOR EACH ITEM AND ALL DEVIATIONS FROM AMPACITY SHALL BE DEBATED FOR HIGHER AMBIENT INSTALLATIONS. A. FINAL CONNECTIONS TO MOTORS,TRANSFORMERS AND OTHER VIBRATING EQUIPMENT SHALL BE SPECIFIED ITEMS. HIGHLIGHT ALL DIFFERENCE FROM SPECIFIED EQUIPMENT. IF ANY SUCH TAPE OR ONE-HALF INCH(1/2")ENGRAVED LETTERS ON LAMINATED NAMEPLATE. APPLY TO WITH SEAL TITE FLEX AND APPROVED FITTINGS. DO NOT SECURE CONDUITS,DISCONNECTS,OR _ 1.07 EXISTING CONDITIONS SUBSTITUTIONS ARE TO BE CONSIDERED,THE CONTRACTOR SHALL SUBMIT A LIST OF THE THE INSIDE OF EACH DOOR. ALL EMERGENCY PANELS AND DISCONNECTS SHALL BE PAINTED C. CONDUCTORS USED SPECIFICALLY FOR EQUIPMENT OR SERVICE GROUND MAY BE BARE OR HAVE DEVICES TO DUCTWORK OR MECHANICAL EQUIPMENT. uJ WITH RED ENAMEL. eme Information 0') PROPOSED SUBSTITUTION ITEMS WITHIN 14 DAYS OF AWARD OF CONTRACT. LATE REQUESTS INSULATION TO MATCH CIRCUIT/FEEDER CONDUCTORS. Jf co B. FINAL CONNECTIONS TO EQUIPMENT SHALL BE IN ACCORDANCE WITH MANUFACTURER'S A. EXISTING SYSTEMS AND CONDITIONS SHOWN ON DRAWINGS FOR EXISTING BUILDINGS ARE TO BE FOR PROPOSED SUBSTITUTIONS SHALL NOT BE ACCEPTED BY THE ENGINEER DUE TO 4. FOR ALL BRANCH CIRCUIT PANELBOARD DIRECTORIES,PROVIDE NEATLY TYPED,REMOVABLE APPROVED WIRING DIAGRAMS,DETAILS,AND INSTRUCTIONS. IT SHALL BE THE CONTRACTOR'S o') NOTED"FOR GUIDANCE ONLY". THE ELECTRICAL CONTRACTOR SHALL FIELD CHECK ALL SCHEDULING OR DELIVERY CONCERNS. Sheet Title: � EXISTING CONDITIONS PRIOR TO BIDDING AND IS TO INCLUDE IN HIS BID AN ALLOWANCE FOR CARDS AND PROTECTIVE PLASTIC FACES. SPARE CIRCUIT BREAKERS SHALL BE IDENTIFIED AS 2.03 WIRE CONNECTIONS RESPONSIBILITY TO PROVIDE MATERIALS AND EQUIPMENT COMPATIBLE WITH EQUIPMENT r-) EXTENSION,REMOVAL AND/OR RELOCATION OF EXISTING CONDUITS,WIRES,DEVICES,FIXTURES, 3. IF SUBSTITUTIONS ARE REJECTED,ELECTRICAL CONTRACTOR SHALL SUPPLY BASE BID ITEM SUCH. ACTUALLY SUPPLIED. ELECTRICAL A. ALL ELECTRICAL CONNECTIONS SHALL BE ELECTRICALLY AND MECHANICALLY SECURE,USING U OR OTHER EQUIPMENT AS INDICATED ON THE PLANS OR AS REQUIRED TO COORDINATE AND AS SPECIFIED. 5. FOR ALL DEVICE PLATES FOR SWITCHES USED TO CONTROL EXHAUST FANS OR OTHER THE FOLLOWING METHODS: C. ELECTRICAL CONTRACTOR SHALL PROVIDE CONTROLS,INTERLOCKS,ACCESSORIES,ETC.IN W ADAPT NEW AND EXISTING ELECTRICAL SYSTEM TO ALL OTHER WORK. EQUIPMENT,PROVIDE ONE-EIGHTH INCH(1/8")MINIMUM HEIGHT BLACK FILLED,ENGRAVED MOTOR CONTROL STARTERS AS REQUIRED BY THE TEMPERATURE CONTROL CONTRACTOR. U 2.05 PRODUCT HANDLING LETTERS ON STAINLESS STEEL DEVICE PLATES. 1. WIRE SIZE#8 AND SMALLER--PRESSURE TYPE CONNECTORS(SCOTCH-LOK)OR EQUIVALENT. 0 B. SYSTEM OUTAGES SHALL BE PERMITTED ONLY AT TIMES APPROVED BY OWNER IN WRITING. STARTERS SHALL CONTAIN 120V CONTROL TRANSFORMER,PILOT LIGHT,AND PUSHBUTTONS OR SPECIFICATIONS S9 WORK WHICH COULD RESULT IN AN ACCIDENTAL OUTAGE(BEYOND BRANCH CIRCUITS)SHALL 2. WIRE SIZE#6 AND LARGER--MECHANICAL OR COMPRESSION LUGS,BURNDY,T&B,ILSCO OR SELECTOR SWITCH AS REQUIRED,IN ADDITION TO OTHER ITEMS(AUXILIARY CONTACTS,DOOR 0 A. USE ALL MEANS NECESSARY TO PROTECT ELECTRICAL SYSTEM MATERIALS BEFORE,DURING AND 6. FOR ALL RECEPTACLE DEVICE PLATES,PROVIDE ONE-EIGHTH INCH(1/8")MINIMUM HEIGHT SWITCHES,RELAYS,ETC.)REQUIRED. SUBMIT ELEMENTARY CONTROL DIAGRAMS. BE PERFORMED WITH THE OWNER'S MAINTENANCE PERSONNEL ADVISED OF SUCH WORK. AFTER INSTALLATION AND TO PROTECT THE INSTALLED WORK AND MATERIALS OF ALL OTHER LETTERS ON WHITE(NORMAL POWER)AND RED(EMERGENCY POWER)NAMEPLATES EQUIVALENT. U TRADES. INDICATING PANEL AND CIRCUIT NUMBER. 6 C. SERVICE SHALL BE MAINTAINED TO EXISTING AREAS DURING CONSTRUCTION. CONTRACTOR B. WIRE TERMINATION PROVISIONS FOR PANELBOARDS,CIRCUIT BREAKERS,SAFETY SWITCHES, END OF SECTION 16100 SHALL PROVIDE PORTABLE GENERATORS,CABLES,OUTLETS,ETC.AS REQUIRED TO MAINTAIN AND ALL OTHER ELECTRICAL APPARATUS SHALL BE LISTED AS SUITABLE FOR 75°C. U CONTINUITY OF SERVICE. PLACEMENT OF SUCH PORTABLE EQUIPMENT SHALL BE SUBJECT TO B. IN THE EVENT OF DAMAGE,IMMEDIATELY MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY 7. FOR ALL EXPOSED CONDUITS,JUNCTION BOXES,WIRING GUTTERS,ETC.,PROVIDE TO THE APPROVAL OF THE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. THREE-FOURTHS INCH(3/4")MINIMUM HEIGHT STENCILED LETTERS,OR ONE-HALF INCH(1/2") OWNER APPROVAL.GENERATOR SYSTEM SHALL BE COMPLETE AND OPERABLE AND SHALL MINIMUM HEIGHT PRESSURE SENSITIVE LABELS EQUAL TO BRADY SELF-STICKING VINYL 2.04 OUTLET BOXES INCLUDE REQUIRED ACCESSORIES,FUEL TANKS,PIPING,MUFFLER,BLOCK HEATER,BATTERY C. UPON COMPLETION OF ALL INSTALLATIONS,LAMPING AND TESTING,THOROUGHLY INSPECT ALL CLOTH. LABELS SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS: CHARGER,ETC. EXPOSED PORTIONS OF THE ELECTRICAL INSTALLATION AND COMPLETELY REMOVE ALL A. OUTLET BOXES SHALL BE:ONE PIECE STEEL,GALVANIZED,STEEL CITY ELECTRIC,APPLETON Permit Set 10 May 2013 o EXPOSED LABELS,SOIL,MARKINGS,AND FOREIGN MATERIALS. a. ENTERING OR LEAVING PANELS OR SWITCHGEAR OR ENCLOSURES. ELECTRIC,RACO OR APPROVED EQUIVALENT. WHERE NMC OR ENT IS USED,PLASTIC BOXES ARE U D. PROVIDE NEW UPDATED PANELBOARD DIRECTORIES FOR EXISTING AND NEW CIRCUITS BEING U UTILIZED FOR COMPLETION OF PROJECT. ACCEPTABLE. Sheet Number: 2 PART 3- EXECUTION b. ALL JUNCTION BOXES SHALL BE IDENTIFIED AS TO CIRCUITS CONTAINED WITHIN. B EA U D I N > 1.08 PERMITS,FEES&NOTICES 3.08 CONSTRUCTION LIGHTING AND POWER M 3.01 WORKMANSHIP AND COMPLETION OF INSTALLATION CjANZE / G) A. OBTAIN AND PAY FOR ALL NECESSARY PERMITS,INSPECTIONS AND CERTIFICATES THAT MAY BE A. PROVIDE ALL TEMPORARY FACILITIES REQUIRED TO SUPPLY CONSTRUCTION POWER AND LIGHT. n NECESSARY FOR THE FULL COMPLETION OF THE WORK. FURNISH THE OWNER WITH A A. CONTRACTOR'S PERSONNEL AND SUBCONTRACTORS SELECTED TO PERFORM THE WORK SHALL INSTALL AND MAINTAIN FACILITIES IN A MANNER THAT WILL PROTECT THE PUBLIC AND Consultin En Ineers Inc. E1 . 1 co CERTIFICATE OF FINAL INSPECTION AND APPROVAL FROM THE AHJ OVER THE ELECTRICAL BE WELL VERSED AND SKILLED IN THE TRADES INVOLVED. WORKMEN. COMPLY WITH ALL APPLICABLE LAWS AND REGULATIONS. g g 4 INSTALLATION. Vail: (970) 949-6108 COPYRIGHT 2013 0 B. COORDINATE ELECTRICAL EQUIPMENT AND MATERIALS INSTALLATION WITH OTHER BUILDING Denver. (303) 278-3820 Project No:8739.39 .o COMPONENTS. Fort Collins: (970) 221-5691 d Albuquerque: (505)323-9070 U www.bece.com DPA Project: 13908.00.000 m COPYRIGHT 2013-DAVIS PARTNERSHIP,P.C. 66 NUMEN ELECTRICAL SPECIFICATIONS: MENN e SECTION 16400--SERVICE AND DISTRIBUTION ENNIN 2.04 LAMPS PARTI- GENERAL A. LAMPS SHALL BE AS SHOWN IN THE FIXTURE SCHEDULE AS MANUFACTURED BY PART 2- PRODUCTS ® . MEN OSRAM-SYLVANIA,G.E,,PHILLIPS,OR APPROVED EQUIVALENT. 2.01 LOAD CENTERS PART 3- EXECUTION ENRON A. BOLT ON CIRCUIT BREAKER TYPE WITH HINGED DOOR,INDOOR CIRCUIT DIRECTORY. CIRCUIT 3.01 INSTALLATION BREAKERS TO MEET THE NON-INTERCHANGEABILITY REQUIREMENTS OF THE N.E.C.WHERE APPLICABLE;ALL BREAKERS 20 AMPERE SINGLE POLE UNLESS OTHERWISE NOTED;ALL MULTIPLE A. INSTALL LIGHTING FIXTURES STRAIGHT AND TRUE WITH REFERENCE TO ADJACENT WALLS,AND DAVIS UNITS COMMON TRIP. MAINS WITH LUGS OR MAIN CIRCUIT BREAKERS AS SHOWN ON THE SECURELY FASTEN TO AND SUPPORT BY STRUCTURAL MEMBERS OF THE BUILDING. REFER TO PANELBOARD SCHEDULES. ALL PANELS TO HAVE NEUTRAL AND GROUND BUS. GENERAL ARCHITECTURAL OR INTERIOR REFLECTED CEILING PLANS AND ELEVATIONS FOR EXACT ELECTRIC,ITE,SQUARE D,CUTLER-HAMMER EQUIVALENT. LOCATION OF FIXTURES. B. MOLDED CASE CIRCUIT BREAKERS WITH SERIES-CONNECTED RATING TO MEET AVAILABLE FAULT B. PROVIDE PHOTOCONTROLS,TIME CLOCKS,CONTACTORS,RELAYS,ETC.TO CONTROL INTERIOR PARTNERSHIP CURRENTS. GFCI CIRCUIT BREAKERS SHALL BE SINGLE OR TWO POLE CONFIGURATIONS WITH 50R AND EXTERIOR FIXTURES. ALL ITEMS FOR LIGHTING CONTROLS THAT ARE TO BE MOUNTED 30 MA TRIP SENSITIVITY. OUTDOORS OR IN WET LOCATIONS SHALL BE INSTALLED IN WEATHERPROOF HOUSINGS. ARCHITECTS C. RECESSED LIGHT FIXTURES INSTALLED IN GYP.BOARD OR PLASTER CEILINGS SHALL HAVE PART 3- EXECUTION PLASTER FRAMES INSTALLED PRIOR TO CEILING MATERIAL. 3.01 MOUNTING D. MULTI-BALLASTED FLUORESCENT FIXTURES SHALL BE DUAL SWITCHED UNLESS NOTED Denver 2301 Blake Street, Suite 100 OTHERWISE. I Denver, CO 80205 303.861.8555 A. INSTALL DISTRIBUTION EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION, AND AS SHOWN ON THE DRAWINGS. E. FIXTURES RECESSED IN"T-BAR"CEILING SHALL BE SUPPORTED INDEPENDENTLY OF CEILING 0225 Main Street, Unit C101 SYSTEM,WITH FOUR#12 HANGER WIRES UP TO STRUCTURE. SECURE HANGER WIRES TO CORNERS Vail Edwards, CO 81632 970.926.8960 B. INSTALL WALL-MOUNTED EQUIPMENT 5'0"CENTERLINE ABOVE FINISHED FLOOR UNLESS OF FIXTURE. CLIP FIXTURE TO GRID ON TWO SIDES WITH FACTORY-FURNISHED CLIPS. FINAL OTHERWISE INDICATED. CONNECTION TO FIXTURE SHALL BE MADE WITH A FLEXIBLE U.L.APPROVED ASSEMBLY. C. INSTALL TOP OF PANELBOARDS 66"ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED ON THE END OF SECTION 16500 Consultant DRAWINGS. MOUNT PLUMB AND RIGID WITHOUT DISTORTION OF BOX. MOUNT RECESSED SECTION 16700--COMMUNICATION SYSTEMS PANELBOARDS WITH FRONTS UNIFORMLY FLUSH WITH WALL FINISH. MARTIN MARTIN PART I- GENERAL 0225 MAIN STREET; SUITE C101 3.02 IDENTIFICATION EDWARDS, COLORADO 81632 A. IDENTIFY PANELBOARD NAME,VOLTAGE AND AMPACITY WITH ENGRAVED MACHINE PRINTED 1.01 FIRE ALARM SYSTEM(DESIGN/BUILD) 970.581.2546 NAMEPLATE ON PANELBOARD MOUNTED WITH CORROSION RESISTANT SCREWS. A. GENERAL BEAUDIN GANZE CONSULTING ENGINEERS B. CREATE A TYPEWRITTEN DIRECTORY SCHEDULE INDICATING INSTALLED CIRCUIT LOADS 1. MODIFY EXISTING NOTIFIER PANEL(LOCATED IN MAIN ELECTRICAL ROOM)AND 222 CHAPEL PLACE, UNIT AC-201 MOUNTED TO INSIDE DOOR COVER IN REMOVABLE TRANSPARENT POCKET. ANNUNCIATOR PANEL TO ACCOMMODATE NEW NOTIFICATION APPLIANCES. P.O. BOX 9650 COLORADO 81620 , COL 3.03 COMPATIBILITY 2. THE SYSTEM SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF THE NATIONAL FIRE AVON, 970.949.6108 OL PROTECTION ASSOCIATION,(NFPA),STANDARD 72,UNIFORM BUILDING CODE,UNIFORM FIRE A. THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH THE UTILITY COMPANY FOR CODE,NATIONAL ELECTRICAL CODE,AMERICANS WITH DISABILITIES ACT(ADA),NFPA 70 AND THIS PROJECT,TO INSURE THE INSTALLATION OF ELECTRICAL SERVICES SHALL BE COMPATIBLE 90A. THE SYSTEM SHALL ALSO MEET ALL REQUIREMENTS OF THE FIRE MARSHALL OR WITH THE ENTIRE PROJECT,AND TO INSURE THAT ELECTRICAL SERVICE IS INSTALLED AT A TIME BUILDING AUTHORITY HAVING JURISDICTION. ALL EQUIPMENT AND DEVICES SHALL BE LISTED AS TO PROVIDE NECESSARY ELECTRICAL POWER AS REQUIRED TO THE COMPLETED PROJECT. BY THE UNDERWRITERS LABORATORIES,INC. FIRE ALARM PANEL SHALL BE UL LISTED AS AN SINGLE PHASE EQUIPMENT ON A THREE PHASE DISTRIBUTION SYSTEM SHALL BE CONNECTED TO ASSEMBLED UNIT. INSURE AS NEAR A BALANCED SYSTEM LOAD AS POSSIBLE. 3. PROVIDE SHOP DRAWINGS SHOWING EQUIPMENT AND DEVICE LOCATIONS AND CONNECTING END OF SECTION 16400 WIRING OF ENTIRE FIRE ALARM SYSTEM. INCLUDE WIRING DIAGRAMS,PANEL LAYOUT DRAWINGS,AND DESCRIPTIVE LITERATURE OF ALL COMPONENTS. UPON COMPLETION OF PROJECT,PROVIDE TO THE OWNER AS BUILT SYSTEM PLANS AND 3 SETS OF SYSTEM OPERATION SECTION 16500--LIGHTING AND MAINTENANCE MANUALS. 4. TO ESTABLISH THE TYPE AND QUALITY OF SYSTEM DESIRED,THE FOLLOWING EQUIPMENT IS PART I- GENERAL CONSIDERED EQUIVALENT:PYROTRONICS,SIMPLEX AND NOTIFIER. OTHER MANUFACTURER'S EQUIPMENT MAY BE CONSIDERED UPON PROPER SUBMITTAL PER SECTION 16010. 1.01 PROVISIONS B. QUALIFICATIONS OF INSTALLERS:THE ENTIRE FIRE ALARM SYSTEM SHALL BE FABRICATED, �¢p o LCE�s INSTALLED,AND TESTED BY A CONTRACTOR WITH FIVE YEARS MINIMUM EXPERIENCE A. PROVIDE ALL INTERIOR AND EXTERIOR LIGHTING FIXTURES AS SHOWN ON THE PLANS AND SPECIALIZING IN SUCH SYSTEMS. IF REQUIRED WITHIN JURISDICTION OF PROJECT,CONTRACTOR HEREINAFTER SPECIFIED. ALL ITEMS SHALL BE PROVIDED TO MAKE A COMPLETE AND OPERABLE SHALL BE A LICENSED SPECIALIST. r.3 LIGHTING SYSTEM,INCLUDING LAMPS,BALLASTS,POLES,HANGERS,PAINTING,PLASTER FRAMES, ETC. C. SUBMITTALS: 221 Of B. FIXTURES SHALL BE AS SHOWN IN THE FIXTURE SCHEDULE. CATALOG NUMBERS SHOWN ARE THE I. SHOP DRAWINGS:BEFORE ANY FIRE ALARM SYSTEM MATERIALS ARE DELIVERED TO THE JOB ,p /��C?r, •_� LATEST AVAILABLE AT THE TIME OF DESIGN. IF DISCREPANCIES OCCUR BETWEEN DESCRIPTION SITE,SUBMIT COMPLETE SHOP DRAWINGS TO THE ARCHITECT IN ACCORDANCE WITH THE 'p 7 AND CATALOG NUMBER,DESCRIPTION WILL TAKE PRECEDENCE. PROVISIONS OF THESE SPECIFICATIONS. off' ••••" � SSION o_ C. VERIFY TRIM,FINISH AND GENERAL DESCRIPTION OF ALL LIGHTING FIXTURES THROUGH SHOP a. PRIOR TO SUBMITTAL FOR ARCHITECT'S REVIEW,SECURE APPROVAL AND STAMP OF DRAWING APPROVAL PRIOR TO PLACING ORDER FOR FIXTURES. MODIFY CATALOG NUMBERS ACCEPTANCE OF THE FIRE MARSHALL/DISTRICT HAVING JURISDICTION. ACCORDINGLY. b. UPON REQUEST,THE ARCHITECT WITH FURNISH WITHOUT CHARGE TO THE CONTRACTOR PART 2- PRODUCTS ONE SET OF REPRODUCIBLE TRANSPARENCIES OF THOSE DRAWINGS INCLUDED IN THE Me/Revisions Date No CONTRACTOR DOCUMENTS WHICH MAY BE SUITABLE FOR USE IN PREPARATION OF SHOP DRAWINGS. 2.01 INCANDESCENT FIXTURES c. SHOP DRAWINGS SHALL INCLUDE: A. INCANDESCENT FIXTURES TO BE COMPLETE WITH LAMPS,AND ALL NECESSARY ACCESSORIES TO PROVIDE FOR THEIR INSTALLATION. PROVIDE NECESSARY BLOCKING OR OTHER PROTECTION TO 1) LAYOUT DRAWING OF THE COMPLETE FIRE ALARM SYSTEM INDICATING RELATIONSHIP MAINTAIN SEPARATION OF RECESSED FIXTURES FROM COMBUSTIBLE MATERIAL AND BUILDING OF ALL OTHER OVERHEAD ITEMS INCLUDING CEILING AIR DIFFUSERS, LIGHTING INSULATION SYSTEM. ALL RECESSED FIXTURES TO HAVE THERMAL PROTECTION DEVICE. FIXTURES,AND ALL OTHER ITEMS. PROVIDE SLOPING CEILING ADAPTORS WHERE REQUIRED TO PLACE LAMP CENTER LINE BEAM CANDLEPOWER PERPENDICULAR TO THE WORKING PLANE. 2) COMPLETE DETAILS AND SECTIONS AS REQUIRED TO CLEARLY DEFINE AND CLARIFY THE DESIGN, INCLUDING A MATERIALS LIST DESCRIBING ALL PROPOSED MATERIALS BY MANUFACTURER'S NAME AND CATALOG NUMBER. 2.02 FLUORESCENT FIXTURES 3) AS-BUILT DRAWINGS: DURING PROGRESS OF THE WORK, MAINTAIN AN ACCURATE A. FLUORESCENT FIXTURES TO BE COMPLETE WITH LAMPS,AND ALL NECESSARY ACCESSORIES TO RECORD OF ALL CHANGES MADE IN THE FIRE SPRINKLER SYSTEM INSTALLATION FROM PROVIDE FOR THEIR COMPLETE INSTALLATION. BALLASTS TO BE HPF,CBM/ETL,AND U.L.LISTED, THE LAYOUT AND MATERIALS SHOWN ON THE REVIEWED SHOP DRAWINGS. CLASS P. SURFACE FLUORESCENT FIXTURES TO BE MOUNTED ON LOW DENSITY COMBUSTIBLE CEILINGS TO HAVE A U.L.LISTING FOR SUCH MOUNTING. ALL LENSES TO BE ACRYLIC PRISMATIC 4) MANUAL: UPON COMPLETION OF THIS PORTION OF THE WORK,AND AS A CONDITION OF PLASTIC TYPES OR AS SHOWN IN THE SCHEDULE. ITS ACCEPTANCE, DELIVER TO THE ARCHITECT A COPY OF A MANUAL COMPLIED IN ACCORDANCE WITH THE PROVISIONS OF SECTIONS 16010 AND 16100 OF THESE B. FLUORESCENT BALLASTS SHALL BE ELECTRONIC PROGRAMMED-START TYPE,SOUND RATING A, SPECIFICATIONS;INCLUDE A COPY OF THE AS-BUILT DRAWINGS. THD LESS THAN 10 PERCENT,BALLAST FACTOR OF.88 OR HIGHER AND POWER FACTOR OF 0.95 OR HIGHER. matron END OF SECTION 16700 2.03 EMERGENCY OR NIGHT LIGHTING END OF DIVISION A. FIXTURES INDICATED AS BEING ON EMERGENCY,OR NIGHT LIGHT CIRCUITS SHALL BE PROVIDED WITH SELF-CONTAINED BATTERY POWERED INVERTER UNIT FOR DIRECT MOUNTING IN FIXTURE. PROVIDE UNIT WITH FULLY AUTOMATIC TWO RATE CHARGER,NICKEL CADMIUM BATTERY,AC Vail "ON"PILOT LIGHT,AND TEST SWITCH.DESIGN AND WIRE UNIT TO AUTOMATICALLY TRANSFER TO BATTERY SUPPLY ON LOSS OF NORMAL AC POWER AND TO OPERATE 32 WATT T8 FLUORESCENT LAMP WITH MINIMUM OUTPUT OF 600 LUMENS FOR ME14 MUM 1-1/2 HOURS. Valley Medical U U enter J E N i Cl) CD Concierge Clinic 0 US Bank Building Suite 306 m 108 South Frontage Road Vail, Colorado 81657 w % eet Information m Sheet Title: 0 U ELECTRICAL U SPECIFICATIONS m U U U a� L Permit Set 10 May 2013 U U Sheet Number: BEAUDIN M GANZE co Consulting Engineers, Inc. ro/ E1 . 2 n Vail: (970) 949-6108 COPYRIGHT 2013 Denver. (303) 278-3820 Project No:8739.39 Fort Collins: (970) 221-5691 d Albuquerque: (505)323-9070 U www.bece.com DPA Project: 13908.00.000 m COPYRIGHT 2013-DAVIS PARTNERSHIP,P.C. 66 680110 MENNIM ENNIN DEMOLITION NOTES: MENEM 1. ALL ITEMS INDICATED ON THIS DRAWING ARE TO BE ENRON REMOVED UNLESS NOTED OTHERWISE. 2. FOR ALL ITEMS TO BE DEMOLISHED REMOVE CIRCUIT BACK TO POINT OF CONNECTION. MAKE BRANCH DAVIS CIRCUIT WITH REMAINING DEVICES CONTINUOUS. 3. ELECTRICAL CONTRACTOR SHALL REMOVE ALL PARTNERSHIP DEMOLISHED ITEMS FROM SITE UNLESS OWNER WISHES TO RETAIN. ITEMS REMOVED FROM SITE SHALL BE DISPOSED OF IN A LEGAL MANNER. ARCHITECTS 4. EVERY ATTEMPT WAS MADE TO LOCATE ALL ITEMS TO BE INCLUDED IN THE DEMOLITION SCOPE IN THIS OCCUPIED SPACE. ELECTRICAL CONTRACTOR SHALL Denver 2301 Blake Street, Suite 100 PROVIDE A REASONABLE ALLOWANCE TO INCLUDE THE Denver, CO 80205 303.861.8555 REMOVAL OF ITEMS NOT INDICATED ON THE ELECTRICAL DEMOLITION PLAN Vail 0225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960 Consultant DEMOLITION FLAG NOTES: MARTIN MARTIN O DISCONNECT DOOR JAMB SWITCH. 0225 MAIN STREET; SUITE C101 EDWARDS, COLORADO 81632 970.581.2546 OFFICE BEAUDIN GANZE CONSULTING ENGINEERS 222 CHAPEL PLACE, UNIT AC-201 P.O. BOX 9650 AVON, COLORADO 81620 970.949.6108 o� ❑ CUBICLES C PY/ WORK N F "B.O. Q IL OFFICE � 1 � � Ens ti� , ,. ... 0 - 92221 CORRIDOR � J 5 � 11� �srvr�hx-�c� 0 Issue/Revisions Date No. RESTROOM U U WOMEN >< El m y E= - ,� TEEE EEEC EEEC Project Information --- -- r - ❑ �i Vail _-_ Valley -,TIP -1 FJ I L - F _ _ - - o m o Medical 0 O 0 1 0 O o av-_ ° 0',&-- - -_L E - 94- - - Center _J N 1 0 N O 0 0 Concierge 73 Clinic -49 - - ILA US Bank Building m Suite 306 108 South Frontage Road Vail, Colorado 81657 _P N ELECTRICAL DEMOLITION PLAN - 3rd FLOOR Sheet Information SCALE: 1/8"= V-0" Sheet Title: 0 U ELECTRICAL U DEMOLITION m PLAN - 3rd U U .6 FLOOR U a� L Permit Set 10 May 2013 U U Sheet Number: > BEAUDIN M GANZE Consulting Engineers, Inc. ro/ ED2 . 1 n Vail: (970) 949-6108 COPYRIGHT 2013 Denver. (303) 278-3820 Project No:8739.39 Fort Collins: (970) 221-5691 d Albuquerque: (505)323-9070 U www.bece.com DPA Project: 13908.00.000 m COPYRIGHT 2013-DAVIS PARTNERSHIP,P.C. 66 NENIN NNENIM GENERAL NOTES. MOORE 1. THE PURPOSE OF THIS SHEET IS TO INDICATE THE MENEM APPROXIMATE LOCATION OF THE EXISTING unnom BUILDING ELECTRICAL DISTRIBUTION EQUIPMENT FOR BIDDING PURPOSES. THE FLOOR PLAN LAYOUT IS NOT CORRECT SINCE THIS DRAWING USED THE 1ST FLOOR PLAN TO CREATE SINCE A GARAGE LEVEL PLAN WAS NOT DAVIS AVAILABLE. 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 Consultant MARTIN MARTIN 0225 MAIN STREET; SUITE C101 COMMERCIAL CUSTOMER EDWARDS, COLORADO 81632 ACCOUNTS SERVICE REP. PERSONNEL WARM AIR LOCK 970.581.2546 BEAUDIN GANZE CONSULTING ENGINEERS 222 CHAPEL PLACE, UNIT AC-201 ATM l ° P.O. BOX 9650 AVON, COLORADO 81620 970.949.6108 UP DN BUDDING ❑ / LOBBY JANITORIAL ❑ / FELLER / OUNTERS � El app �I�EN s Ell T 224 COST. RECEPTION SERVICE ❑ MEN ,� •...........••• RECEPTION sSrvN o- NEW ACCOUNTS Issue/Revisions Date No. I WOMEN ELECTRICAL ❑ ❑ O O ❑LE ® LU EXAM E � SEATING X—RAY ] El OPERATIONS EXISTING 500 KVA NURSE PAD MOUNTED UTILITY TRANSFORMER EXAM T SEC. EXISTING"MDP" EXAM ❑ Project Information I EXAM/CAST OFFICE OFFICE VAULT EIRE ELECTRIC Vail U Valley PRESOENT VICEPRESOENT N Medical EXISTING"MMC-3" L I U Q EXISTING FIRE EXISTING"MMC-2" U UP ALARM PANEL Center J E CO ❑ CDN i M Concierge Clinic 0 US Bank Building co ELECTRICAL PLAN - GARAGE LEVEL Suite 306 0 SCALE: 1/8" = 1'-0" 108 South Frontage Road Vail, Colorado 81657 o w Sheet Information m Sheet Title: 0 U ELECTRICAL U PLAN - m GARAGE U U .6 LEVEL U a� L Permit Set 10 May 2013 U U Sheet Number: BEAUDIN M GANZE co Consulting Engineers, Inc. E2 . 0 q Vail: (970) 949-6108 COPYRIGHT 2013 Denver: (303) 278-3820 Project No:8739.39 Fort Collins: (970) 221-5691 d Albuquerque: (505)323-9070 U www.bece.com DPA Project: 13908.00.000 m COPYRIGHT 2013-DAVIS PARTNERSHIP,P.C. 66 SEMEN NOTES: ®® ® ® ® 1. CIRCUIT ALL EXIT SIGNS AND BATTERY PACKS TO ENNIN LIGHTING BRANCH CIRCUIT SERVING AREA AHEAD OF SWITCHING AND LIGHTING CONTROL ® . Now FUNCTION. unnom FLAG NOTES: DAVIS N EXISTING EXIT SIGN TO REMAIN. /'''� NPROVIDE LUTRON#DVF-103P WALL BOX DIMMER PARTNERSHIP FOR CONTROL OF LED LIGHT FIXTURES. NPROVIDE LUTRON#CA-3PS 3-WAY SWITCH FOR ARCHITECTS CONTROL OF LED LIGHT FIXTURES. NUNDER COUNTER FIXTURES SHALL BE ENERGIZED Denver 2301 Blake Street, Suite 100 WITH TOGGLE SWITCH AT ROOM ENTRY. I Denver, CO 80205 303.861.8555 NPROVIDE LUTRON#DVTV-WH WALL BOX DIMMER Vail 0225 Main Street, Unit C101 WITH LUTRON#PP-120H POWER PACK LOCATED Edwards, CO 81632 970.926.8960 ABOVE THE CEILING FOR CONTROL OF LED 2'x4' FIXTURES IN ROOM. Consultant MARTIN MARTIN ❑� 0225 MAIN STREET; SUITE C101 EDWARDS, COLORADO 81632 970.581.2546 OFFICE BEAUDIN GANZE CONSULTING ENGINEERS 222 CHAPEL PLACE, UNIT AC-201 P.O. BOX 9650 AVON, COLORADO 81620 970.949.6108 o� � M ❑ E CUBICLES C PY/ N WORK UC OFFICE S N � ti CORRIDOR '; 1 N Issue/Revisions Date No. RESTROOM 4 PART OF 3D-24 S1(y 000� WOMEN F �� 2 EXISTING LOAD CENTER"3E" EXISTING HOUSE LOAD CENTER 4 a 3 REPLACEMENT LOAD CENTER"31D" 5 Laptop P ay b L cEP N oc HALL a TEL E L b 4 Soi�E „He19„t Cab1nets Project Information -- F2 C is EXISTING LOAD CENTER"3A” L1 EXISTING LOAD CENTER"3B" 1 ALL Re EXISTING LOAD CENTER"3C" TOILET 311 3 3 A��N CORRIDOR ONS 3D-20,22 Vail 12 F1 L1 3 3 foci e L alley L1 309 2 Medical U Q On � 4 4 1 enter I E� J Locker L-k, PAK MONIT E F1 F1 cO 0 EXA N 308 306 L4 EL4 M oc 4 4 ExA oc CD 0 4 L4 Concierge 1 We9h - 7POYP 'POOP W,11111 Clinic PART OF US Bank Building c�a 3D-24 Suite 306 0 ELECTRICAL LIGHTING PLAN - 3rd FLOOR 108 South Frontage Road SCALE: 1/8" = 1'-0" Vail, Colorado 81657 w Sheet Information m Sheet Title: 0 U ELECTRICAL U LIGHTING m PLAN - 3rd U U .6 FLOOR U a� L Permit Set 10 May 2013 U U Sheet Number: BEAUDIN M GANZE Consulting Engineers, Inc. E2 . 1 n Vail: (970) 949-6108 COPYRIGHT 2013 Denver. (303) 278-3820 Project No:8739.39 Fort Collins: (970) 221-5691 d Albuquerque: (505)323-9070 U www.bece.com DPA Project: 13908.00.000 m COPYRIGHT 2013-DAVIS PARTNERSHIP,P.C. 66 68010 NOTES: ■ . ■ 1. FOR EACH COMMUNICATION DEVICE INDICATED ■ , PROVIDE RECESSED JUNCTION BOX WITH A ® . ■ ® - SINGLE GANG MUD RING. FROM RECESSED JUNCTION BOX ROUTE ONE 1"EMT CONDUIT TO ENRON ABOVE ACCESSIBLE CEILING WITH BUSHING ON EXPOSED END OF CONDUIT AND GRADUAL SWEEP ELBOWS. 2. THE NUMBERS NEXT TO ELECTRICAL DEVICES DAVIS INDICATE THE CIRCUIT POSITION THAT THE BRANCH CIRCUIT SHALL OCCUPY IN PANEL"3D" UNLESS NOTED OTHERWISE. PARTNERSHIP FLAG NOTES: ARCHITECTS OEXISTING FIRE ALARM PULL STATION TO REMAIN. OEXISTING FIRE ALARM NOTIFICATION APPLIANCE TO Denver 2301 Blake Street, Suite 100 REMAIN. I Denver, CO 80205 303.861.8555 OEXISTING TELEPHONE BOARD TO REMAIN. Vail 0225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960 Consultant MARTIN MARTIN ❑� 0225 MAIN STREET; SUITE C101 EDWARDS, COLORADO 81632 970.581.2546 OFFICE BEAUDIN GANZE CONSULTING ENGINEERS 222 CHAPEL PLACE, UNIT AC-201 P.O. BOX 9650 AVON, COLORADO 81620 970.949.6108 o� � M CUBICLES N WORK Q IL OFFICE . ...��.... S� 2 F H °TFR 224 CORRIDOR 13 0 Issue/Revisions Date No. RESTROOM +48" +54" EXAM TABLE 45 15 �� EXISTING LOAD CENTER"3E" 15 15 +54" WOMEN EXISTING HOUSE LOAD CENTER REPLACEMENT LOAD CENTER"3D" o ke EXAMS 17L L ✓ 315 15 3 H 15 Laptop iay 17 o��e� H RECEPTION HALL 301 Project Information 17 314 +48" so I LEO E" 313 �F Ign< e<a 3-"4' 7 WH Mats 3 EXISTING LOAD CENTER"3A" e P 3 +48 19 1 HALL UCIRef WAIT NO O EXISTING LOAD CENTER"3B" TOILET EXISTING LOAD CENTER"3C" 19 C AN. 310 30 CoR 3 Vail 31 +48" ��304 LT � �� 31 35 1 35 i=@1 9 _ �� Valley 19 I REF IGERATOR 29 = 5 • \,HI COFFEE C T COFFEE Medical U 04 UC REFRIGERATOR Q 1 _ Center 0 5 5cker ock� 2 g 3 E F 37 ff N OFFICE EXAM 27 25 _ 23 }� D D 54" 29 +5q 25 27 OFFICE N 25 +- 27 29 305 +48" CD +54" �3 Concierge 0 5 27 27 25 54" 9 n 2 2 1-J 2 25 43_J 27 Clinic 1°oy 7 Wa9nt 3 0 US Bank Building EXAM TABLE EXAM TABLE Suite 306 CIO ELECTRICAL POWER PLAN - 3rd FLOOR 108 South Frontage Road SCALE: 1/8" = 1'-0" Vail, Colorado 81657 w Sheet Information m Sheet Title: 0 U ELECTRICAL U POWER SIP PLAN - 3r U U .6 FLOOR U a� L Permit Set 10 May 2013 U U Sheet Number: BEAUDIN M GANZE Consulting Engineers, Inc. E2 . 2 n Vail: (970) 949-6108 COPYRIGHT 2013 Denver. (303) 278-3820 Project No:8739.39 Fort Collins: (970) 221-5691 d Albuquerque: (505)323-9070 U www.bece.com DPA Project: 13908.00.000 m COPYRIGHT 2013-DAVIS PARTNERSHIP,P.C. 66 SEMEN NNENIM MOORE MENEM unnom 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 Consultant MARTIN MARTIN 0225 MAIN STREET; SUITE C101 EDWARDS, COLORADO 81632 970.581.2546 BEAUDIN GANZE CONSULTING ENGINEERS 222 CHAPEL PLACE, UNIT AC-201 P.O. BOX 9650 AVON, COLORADO 81620 970.949.6108 —LL—LL --L—L--LL--LL LJ1 'O'Do LIC 22 I Issue/Revisions Date Nod o 30",W P R�U 3D-17 I Z � I I 0 OI -) eF SATEEEITE D Project Information I I Vail � r Valley Medical DECK BELOW Center 0 J E (6 CD N r M N Concierge Clinic US Bank Building Suite 306 m 108 South Frontage Road I Vail, Colorado 81657 0) M M ELECTRICAL ROOF PLAN sheet Information `rte' SCALE: 1/8" = 1'-0" Sheet Title: Do 0 U ELECTRICAL U PLAN - ROOF co U U U m a� L Permit Set 10 May 2013 U U Sheet Number: > gEAUDIN M GANZE Consulting Engineers, Inc. E2 . 3 00 Vail: (970) 949-6108 COPYRIGHT 2013 Denver: (303) 278-3820 Project No:8739.39 Fort Collins: (970) 221-5691 Albuquerque: (505)323-9070 U, www.bece.com DPA Project: 13908.00.000 m COPYRIGHT 2013-DAVIS PARTNERSHIP,P.C. FLAG NOTES: NOTES: MENNIIIIIII 1. ITEMS IN LIGHT LINE WEIGHT ARE EXISTING TO AHU AC O ELECTRICAL CONTRACTOR SHALL CONFIRM THAT 1 2 800 AMP FUSES ARE CURRENTLY INSTALLED IN THIS REMAIN. ITEMS IN BOLD LINE WEIGHT ARE NEW. ENNIN FUSIBLE SWITCH. NOTIFY ENGINEER IF THIS SWITCH IS NOT PROVIDED WITH 800 AMP FUSES. 2. EXISTING INFORMATION OBTAINED FROM"RECORD ■ . MEN DRAWINGS"AND SURVEY INFORMATION AND IS ODISCONNECT AND REMOVE CONDUIT FROM BELIEVED TO BE CORRECT. IF FOUND TO BE ■ EXISTING MODULAR METER#3(MMC-3)TO CEILING INCORRECT NOTIFY ENGINEER IMMEDIATELY. ® ■ ■ ■ OF ELECTRICAL ROOM. EXTEND REMAINING 2" CONDUIT TO MDP SECTION#3. REMOVE FEEDER IN ENTIRE LENGTH OF EXISTING CONDUIT UP TO PANEL"3D"AND REPLACE WITH( FROM DAVIS PANEL"3D"TO NEW CIRCUIT BREAKER AKER IN IN MD MDP SECTION#3. ROOF LEVEL O REMOVE EXISTING WESTINGHOUSE SINGLE FUSIBLE PARTNERSHIP SWITCH AND REPLACE WITH ONE CUTLER HAMMER #HFD3150 AND ONE CUTLER HAMMER#HFD3200 ARCHITECTS CIRCUIT BREAKERS. TERMINATE EXISTING CONDUCTORS SERVING 2ND FLOOR HOUSE PANEL EXIST EXIST EXIST EXIST NEW EXIST ONTO NEW CIRCUIT BREAKER. PROVIDE REQUIRED LOAD LOAD LOAD LOAD LOAD LOAD FILLER PLATED IN MDP SECTION#3 TO COMPLETELY 2301 Blake Street, Suite 100 CENTER CENTER CENTER CENTER CENTER CENTER COVER THE BUS OF MDP SECTION#3. Denver(Denver, CO 80205 303.861.8555 3A 3C 3B HHPT 3D 3E O PROVIDE NEW 600 AMP JJN FUSES AND REQUIRED 0225 Main Street, Unit C101 F4 FUSE HOLDER IN EXISTING FUSIBLE SWITCH. THIS Vail I Edwards,CO 81632 970.926.8960 IS BEING DONE TO REDUCE THE AVAILABLE FAULT CURRENT AT"MMC-2"AND"MMC-3"FROM ITS CURRENT SITUATION. Consultant MARTIN MARTIN 0225 MAIN STREET;SUITE C101 EDWARDS, COLORADO 81632 3RD LEVEL 970.581.2546 BEAUDIN GANZE CONSULTING ENGINEERS 222 CHAPEL PLACE, UNIT AC-201 P.O. BOX 9650 AVON, COLORADO 81620 970.949.6108 EXIST EXIST EXIST EXIST EXIST EXIST LOAD LOAD LOAD LOAD LOAD 2ND CENTER CENTER CENTER CENTER CENTER FLOOR 2C 2B 2D 2E 2A HOUSE PANEL D0 C'��� i+- D 3 2ND LEVEL s Issue/Revisions Date No EXIST EXIST EXIST LOAD BANK BANK CENTER PANEL PANEL 1B 1ST LEVEL 2 Project Information J ■ EXISTING BANK SERVICE DISCONNECT SWITCHES IN MAIN Vail ELECTRICAL ROOM #8I 1 #7IS 3 #718020 #760770 Valley 15 2P 125A2P 10OA2P 125A2P Medical #83892 SPACE #84017 SPACE ? n n enter 0 _J 10OA2P 10OA2P E #83973 #83967 #83890 #83944 EXISTING BANK ICU N O O O O CT CABINET IN MAIN n n EXISTING ELECTRICAL ROOM � 10OA2P 150A2P / 10OA2P 150A2P #95228 EXIST N #75896 #83834 o O O OM MEP Concierge 1i�,) 150A2P AC LE 1 1 Clinic ODULAR METER CENTER"MMC-3" F3 MODULAR METER CENTER"MMC-2" a 0A, 208/120 VOLT, 3 PHASE,4 WIRE, 600A, 208/120 VOLT, 3 PHASE,4 WIRE, US Bank Building 0,000 A.I.0. 10,000 A.I.C. g Suite 306 m 2 SETS OF 108 South Frontage Road n 4#500 KCMILAL EXISTING Vail, Colorado 81657 0) IN WIREWAY METER 3 #95651 W Sheet Information EXISTING HOLY CROSS M 0") ENERGY 500 KVA, 208/120-VOLT, Sheet Title: 00 3-PHASE,4-WIRE PAD MOUNTED Q TRANSFORMER 4 4 ELECTRICAL U 600 AS 600 AS 600 AS 400 AS 400 AS 60 AS 200 AS 200 AF 200 AF 200 AS C) 600 AF(JJN) 600 AF(JJN) C 150 AT 200 AT ONE-LINE 00 800 AS DIAGRAM co U U U I (D I a� `m GARAGE LEVEL U I i FO i F1 EXISTING SECTION#1 EXISTING SECTION#2 EXISTING SECTION#3 Permit Set 10 May 2013 3 i I 2000 AMPS 800 AMPS 1 800 AMPS U i i Sheet Number: i 208/120 VOLT, 3-PHASE,4-WIRE 208/120 VOLT 208/120 VOLT > I 3-PHASE,4-WIRE 3-PHASE,4-WIRE B EAU DI N °i MAIN DISTRIBUTION BOARD-"MDP" G ANZE / E3 . 1 2000A, 208/120 VOLT, 3 PHASE,4 WIRE, Consulting Engineers, Inc. GO EXISTING 6 SETS OF(3#500 KCMIL+1#250G)3"C. Vail: (970) 949-6108 COPYRIGHT 2013 PARTIAL BUILDING ELECTRICAL ONE LINE DIAGRAM Denver: (303) 278-3820 Project No:8739.39 .0� Fort Collins: (970) 221-5691 0 Albuquerque: (505)323-9070 U SCALE: NONE www.bece.com DPA Project: 13908.00.000 m COPYRIGHT 2013-DAVIS PARTNERSHIP,P.C. 68010 LUMINAIRE SCHEDULE BUILDING LOAD SUMMARY MONNIIIIIII EXISTING BUILDING ELECTRICAL SERVICE IS A 2000 AMP(SECTION#1),208/120 VOLT,3-PHASE,4-WIRE ■ . ■ FED SECTION#3. an TYPE DESCRIPTION MOUNTING RECESS LAMPS DEPTH QTY TYPE INPUT WATTS VOLT MANUFACTURER CATALOG NUMBER SPECIFIC NOTES SERVICE WITH A 800 AMP SUBPEAK DEMAND ON SECTION#3 PER HOLY CROSS ENERGY(METER#95651 WAS 126.1 KW) 0"SURFACE MOUNTED UNDERCOUNTER FIXTURE WITH FAIL-SAFE(OR SERVICE WITH A 800 AMP SUBFED SECTION#3. ■ . MEN F1 A CRYLIC LENS AND ROCKEER R SWITCH SURFACE N/A 1 28 WATT T5 26 120 EQUAL BY MCT-28-120V-48-1 K12-EB51-RSW 126.1 KW x 125% (PER NEC)=157.6 KW ACRYLIC LITHONIA) unnom - (157.6 KW x 1000)/360=437.8 AMPS F2 WALL MOUNTED FIXTURE ABOVE VANITY IN RESTROOM SURFACE N/A 2 14 WATT T5 28 120 SHAPER(OR 605-30-W-T5/2/14-S N-1 20 VOLT - 800 AMPS(SUBFED SECTION#3 CAPACITY)-437.8 AMPS(EXISTING PEAK DEMAND ON THIS SECTION)=362.1 AMPS APPROVED EQUAL) OF SPARE CAPACITY ON THIS SECTION OF THE ELECTRICAL SERVICE. PORTFOLIO(OR WITH THE TRANSFER OF LOAD CENTER 3D TO THIS ELECTRICAL DISTRIBUTION SECTION A LOAD OF 128 AMPS WILL BE DAVIS L1 4" DIAMETER OPEN LED DOWNLIGHT WITH WHITE TRIM RECESSED 5-1/4" 1 LED 30 120 EQUAL BY D4-18-DLUT-ERW4-835H18-4LW1-H-HB2 ADDED TO THIS ELECTRICAL DISTRIBUTION SECTION. AND CLEAR FINISH PRESCOLITE) 362.1 AMPS(SPARE CAPACITY ON SUBFED SECTION#3)- 128 AMPS(LOAD ADDED TO SUBFED SECTION#3 AS A RESULT OF PORTFOLIO(OR TRANSFERRING OF LOAD CENTER"3D"TO THIS SUBFED SECTION#3)=234.1 AMPS OF REMAINING SPARE CAPACITY ON PARTNERSHIP L2 SAME AS FIXTURE TYPE"L1" EXCEPT WITH INTEGRAL RECESSED 5-1/4" 1 LED 30 120 EQUAL BY LD4- 8-DLUT-EMBOD-ERW4-835H18-4LW1-H- B26 SUBFED SECTION#3. BATTERY PACK AND REMOTE TEST SWITCH PRESCOLITE) - SECTION#1 OF THE ELECTRICAL SERVICE IS RATED FOR 2000 AMPS,208/120 VOLT,3-PHASE. LED MONO POINT PENDANT WITH WHITE SHADE AND EXISTING LOAD ON THIS SECTION IS 303 AMPS(MMC-3)+420 AMPS (MMC-2)+437.8 AMPS(800 AMP SUBFED SECTION) ARCHITECTS L3 SATIN NICKEL FINISH AT RECEPTION DESK AND WAITING PENDANT N/A 1 LED 30 120 TECH LIGHTING 700-FJ-CON-W-S-LED #1 +64.2 AMPS(METER#95228)+59.9 AMPS(LOAD ADDED TO LOAD CENTER 3D AS A RESULT OF THIS PROJECT)=1285 AMPS COFFEE BAR AREA I 2000 AMPS(SERVICE CAPACITY) 1285 AMPS(MAXIMUM POSSIBLE LOAD ON ELECTRICAL SERVICE AND LOAD ADDED METALUX(OR TO ELECTRICAL SERVICE AS A RESULT OF THIS PROJECT)=715 AMPS OF MINIMUM SPARE CAPACITY ON EXISTING Denver 12301 Blake Street, Suite L4 RECESSED MOUNTED INDIRECT FIXTURE WITH LED LAMPS RECESSED 3-1/4" LED 50 UNV EQUAL BY 2AC-LD2-47-UNV-L835-CD-1 ELECTRICAL SERVICE. Denver, CO 80205 303.886161 .8555 LITHONIA) 0225 Main Street, Unit C101 PORTFOLIO(OR Vail I Edwards,CO 81632 970.926.8960 L5 SAME AS FIXTURE TYPE"L1" EXCEPT WITH IP66 GASKET RECESSED 5-1/4" 1 LED 30 120 EQUAL BaD4-18 DLUT-ERW4-835H18-4LW1-H-HB26-LGS T41P66 KIT FOR SHOWER INSTALLATION PRESCOLITE) LOAD ON MMC-2 50 WATT, 12 VOLT EXISTING MODULAR METER CENTER IS AN EXISTING 3-PHASE AND SINGLE PHASE OUT MODULAR METER Consultant S1 WALL MOUNTED SURGICAL LIGHT WALL N/A 3 BI-PIN 184 120 PHILIPS BURTON A5-0-W #2 CENTER RATED AT 600 AMPS. THE EXISTING MODULAR METER CENTER HAS THREE 100A2P, ONE 125A2P AND TWO 150A2P FEEDS TO MARTIN MARTIN SURE-LITES(OR THIRD FLOOR TENANT. 0225 MAIN STREET;SUITE C101 X1 LED EXIT SIGN WITH INTEGRAL BATTERY PACK CEILING N/A WITH UNIT 5 120 EQUAL BY CAX717OR EDWARDS, COLORADO 81632 EVENLIGHT) MAXIMUM POSSIBLE LOAD ON THIS MODULAR METER CENTER WOULD BE 420 AMPS AT 208 VOLT,3-PHASE. 970.581.2546 GENERAL NOTES: A. THE LUMINAIRE SCHEDULE CAN NOT BE USED INDEPENDENTLY OF THE DRAWINGS AND SPECIFICATIONS TO OBTAIN LUMINAIRE COSTS. THE INDIVIDUAL ESTABLISHING LUMINAIRE COSTS SHALL NOT QUOTE PRICING BEAUDIN GANZE CONSULTING ENGINEERS WITHOUT FIRST SEEING APPLICABLE ELECTRICAL DRAWINGS AND ELECTRICAL DIVISION SPECIFICATIONS. THE CONTRACTOR IS REPONSIBLE FOR PROVIDING NECESSARY DRAWINGS AND SPECIFICATIONS TO THE 222 CHAPEL PLACE, UNIT AC-201 INDIVIDUAL QUOTING LUMINAIRE PRICING. LOAD ON M M C'3 P.O. BOX 9650 B. REFER TO DRAWINGS FOR FIXTURES REQUIRING EMERGENCY BATTERY BACKUP OPTION (SHOWN BY HATCH IN/OVER SYMBOL).MINIMUM LIGHT OUTPUT FOR EM BALLAST SHALL BE 600 LUMENS. AVON, COLORADO 81620 C. ALL FLUORESCENT LAMPS ARE TO BE 3500° KELVIN COLOR TEMPERATURE EXISTING MODULAR METER CENTER IS AN EXISTING 3-PHASE AND SINGLE PHASE OUT MODULAR METER 970.949.6108 SPECIFIC NOTES: CENTER RATED AT 600 AMPS. (1) REFER TO ARCHITECTURAL ELEVATIONS FOR REQUIRED PENDANT LENGTH. THE EXISTING MODULAR METER CENTER HAS TWO 100A2P, ONE 125A2P AND THREE 150A2P FEEDS TO (2) WALL MOUNT ON WALL AT T-0"AFF. THIRD FLOOR TENANT. (3) ONE OF THE 150A2P TENANT FEEDS (PANEL 3D) WILL BE REMOVED AS PART OF THIS PROJECT AND 4 RELOCATED TO MDP SECTION#3. MAXIMUM POSSIBLE LOAD ON THIS MODULAR METER CENTER WOULD BE 303 AMPS AT 208 VOLT,3-PHASE. SHORT CIRCUIT CALCULATIONS SUMMARY Z EQUIP. LENGTH VOLT WIRE SIZE CONDUCTOR CONDUIT VOLTAGE CABLES C VALUE* PARALLEL Isc AVAILABLE f M* Isc LET THRU z LOAD CENTER 3D LOAD SUMMARY a MATERIAL CLASS(V) (S or T) RUNS UPSTREAM (FAULT)* (AIC) Oa EXISTING LOAD CENTER IS BEING CHANGED FROM SINGLE PHASE TO 3-PHASE TO SUPPORT THIS PROJECT. F1 MDP 20 208 500 C N 600 S 26,706 6 99,500 p 1 90,174 11000 F1 ,O F2 MMC-3 18 208 500 A S 600 S 18,755 2 90,174 0 1 66,288 N/A F2 LOAD REMOVED FROM LOAD CENTER AS A RESULT OF THIS PROJECT: MMC 2 20 208 500 A S 600 S 18,755 2 66,288 p 1 51,215 N/A F3 (24)2'x4', 3-LAMP FIXTURES AT 96 WATTS EACH =2,304 WATTS �`r r' S (8)2'x2', 3-LAMP FIXTURES AT 51 WATTS EACH = 408 WATTS F4 LOAD CENTER 3D 80 208 1X C S 600 S 8,924 1 90,174 7 p 11,663 N/A F4 (1)FLUORESCENT OVER THE DOOR FIXTURE AT 34 WATTS EACH = 34 WATTS AUTOMATICALLY CALCULATED (9)MR-16 DOWN LIGHTS AT 75 WATTS EACH = 675 WATTS UTILITY TRANSFORMER SIZE: 500 KVA (35)RECEPTACLES AT 180 WATTS EACH =6,300 WATTS = Or MAXIMUM AVAILABLE SYMMETRICAL FAULT AT THE SECONDARY: 99500 AMPS TOTAL LOAD REMOVED AS A RESULT OF THIS PROJECT: =9,721 WATTS i - - MECHANICAL EQUIPMENT SCHEDULE - LOAD ADDED TO LOAD CENTER AS A RESULT OF THIS PROJECT WAS 31,300 WATTS. VOLT/ - 31,300 WATTS(LOAD ADDED TO LOAD CENTER AS A RESULT OF THIS)-9,721 WATTS(LOAD REMOVED FROM MARK DESCRIPTION PHASE HP WATTS FLA MCA STARTER DISCONNECT/FUSE SIZE FEEDER CIRCUIT SPECIFIC NOTES LOAD CENTER AS A RESULT OF THIS PROJECT=21,579 WATTS OF LOAD ADDED TO THIS LOAD CENTER AS A ,; RESULT OF THIS PROJECT. ISSUe�ReVISIOnS Date IVQ. :I RTU-1 ROOF TOP UNIT#1 208/3 N/A 7055 33.9 36.2 N/A 60A3P/45 AMP(NEMA 3R) (3#6+1#10G)1"C. 3D-38,40,42 - 21,579 WATTS/360 VOLTS=59.9 AMPS OF ADDED LOAD TO LOAD CENTER AS A RESULT OF THIS PROJECT. WATTS EF-1 EXHAUST FAN#1 120/1 1/20 HP 120 1.0 1.3 N/A 20A1 MOTOR RATED SWITCH WATTS (NEMA 3R) (2#12+1#12G)3/4"C. 3D-17 WH-1 ELECTRIC WATER HEATER#1 208/3 6000 NEMA 1 16.6 20.8 N/A 30A3P/25 AMP WATTS ( ) (4#10+1#10G)3/4"C. 3D-32,34,36 GENERAL NOTES: A. SPECIFIC NOTES: 1 LOAD CENTER: (N)3D VOLTAGE: 120/208V, 3PH,4W MINIMUM BUS: 225 LOCATION: 3RD FLOOR ELEC MAIN: MLO MOUNTING: SURFACE MINIMUM AIC: 22,000 Project Information NO. LOAD TYPE LOAD DESCRIPTION BREAKER BUS BREAKER TYPE LOAD DESCRIPTION LOAD NO A B C POLE TRIP A B C TRIP POLE A B C 1 1000 E E FAN COIL 1 1 20 + 20 1 L E #308 LIGHTING 1 1500 2 3 1200 E E COPIER 1 1 20 + 20 1 L E #306 LIGHTING 1 1500 4 5 1080 R E #310 REC 1 1 20 + 20 1 R E RECEPTACLES 1 1080 6 Vail 7 1080 R E #310 REC 1 1 20 + 20 1 R E RECEPTACLES 1 1080 8 9 1500 L E ACC LTG 1 1 20 + 20 1 R E #308 REC 1 1080 10 11 1080 R E RECEPTACLES 1 1 20 + 20 1 R E #310 REC 1 1080 12 Valley 13 1080 R E RECEPTACLES 1 1 20 + 20 1 R E ACC REC 1 1080 14 15 1440 R EXAM RECEPTACLES 1 20 + 20 1 R E REC 1 1080 16 17 1080 R SOILED RECEPTACLES 1 20 + 20 1 R E RECEPTACLES 1 1080 18 19 1260 R CLEAN RECEPTACLES 1 20 + 20 1 L OFFICE LIGHTING 902 20 Medical 21 360 R CONTER REC 1 20 + 20 1 L CORRIDOR DOWNLTGS 988 22 U 23 540 R OFFICE RECEPTACLES 1 20 + 20 1 L EXAM LIGHTS 552 24 Q 25 1620 R EXAM RECEPTACLES 1 20 + 20 1 SPARE 26 U27 1620 R EXAM RECEPTACLES 1 20 + 20 1 SPARE 28 J 29 720 R OFFICE RECEPTACLES 1 20 + 20 1 SPARE 30 enter E 31 1080 R RECEPTION REC 1 20 + E WH-1 2000 32 N 33 1000 A COFFEE 1 20 + 30 3 E 2000 34 N 35 1440 R COUNSULT REC 1 20 + E 2000 36 r 37 1000 1 A ICOFFEE 1 1 20 1 + E RTU-1 2355 38 39 400 A UC REFRIGERATOR 1 20 + 45 3 E 2355 40 CD CD 41 1176 E EXAM TABLES 1 20 + E 2355 42 N 43 1176 E EXAM TABLE 1 20 + 20 1 SPARE 44 0 45 1176 E EXAM TABLE 1 20 + 20 1 SPARE 46 Concierge 47 SPARE 1 20 + 20 1 SPARE 48 to 49 SPARE 1 20 + 20 1 SPARE 50 51 SPARE 1 1 1 20 1 1 + 1 20 1 1 ISPARE 52 Clinic 53 ISPARE 1 1 20 1 1 1 + 20 1 1 1 ISPARE 1 54 LOAD TYPE PANEL TOTAL FEED THRU SUBFEED FEEDER DEMAND FEEDER TOTAL GENERAL NOTES: US Bank Building (6 TOTAL TOTAL SUBTOTAL U A T (L)LIGHTING 6942 6942 125% 8678 B. Suite 306 m (R)RECEPTACLES 23040 23040 NEC 220 16520 C. 0 (LM)LARGEST MOTOR 0 0 25% 0 D. (M)MOTORS(ALL) 0 0 100% 0 E. 108 South Frontage Road n (E)EQUIPMENT 18793 18793 1 100% 18793 SPECIFIC NOTES: Vail, Colorado 81657 A APPLIANCES 2400 2400 1 3 2160 (1) EXISTING LOAD ON LOAD CENTER TO BE PANEL TOTAL(KVA): 46.2 RELOCATED TO REPLACEMENT LOAD CENTER. -6 PANEL TOTAL(A): 128 Sheet Information M M Sheet Title: 00 0 U ELECTRICAL W SCHEDULES co U U U W a� L Permit Set 10 May 2013 Sheet Number: > BEAUDIN M G ANZE / Consulting Engineers, Inc. E3 . 2 00 i Vail: (970) 949-6108 COPYRIGHT 2013 NDenver: (303) 278-3820 Project No:8739.39 •0 Fort Collins: (970) 221-5691 0 Albuquerque: (505)323-9070 U, www.bece.com DPA Project: 13908.00.000 m COPYRIGHT 2013-DAVIS PARTNERSHIP,P.C.