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B04-0272
TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970 - 479 -2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD /ALT COMM BUILD PERMT Permit #: B04 -0272 Job Address: 715 W LIONSHEAD CR VAIL Location.......: 715 WEST LIONSHEAD CR Parcel No....: 210107214001 CaT 12, r"C , ¢ . ' ;?J44 Project No .: -P o if - o .;L4 OWNER VAMHC INC PO BOX 7 VAIL CO 81658 License: CONTRACTOR HYDER CONSTRUCTION, 543 SANTA FE DRIVE DENVER, CO 80204 License: 109 -A APPLICANT HYDER CONSTRUCTION, 543 SANTA FE DRIVE DENVER, CO 80204 License: 109 -A 09/15/2004 Phone: Status ... Applied .. Issued ... Expires ...: ISSUED 09/15/2004 11/17/2004 05/16/2005 INC 09/15/2004 Phone: 303 - 825 -1313 INC 09/15/2004 Phone: 303 - 825 -1313 Desciption: CONFERENCE ROOM - DEMOLITION AND REMOVAL OF EXISTING RACQUETBALL COURTS. CONSTRUCTION OF FOUR NEW CONFERENCD ROOM ON C LEVEL AND FIRST FLOOR Occupancy: RIB /A3 Type Construction: II FR Type II Fire Resistive Type Occupancy: ?? Valuation: $980,300.00 Add Sq Ft: 0 Fireplace Information: Restricted: # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 ************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FEE SUMMARY ***************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Building ------ > $5,518.50 Restuarant Plan Review - -> $0.00 Total Calculated Fees - -> $9,108.53 Plan Check --- > $3,587.03 DRB Fee --------------------- > $0.00 Additional Fees ---------- > $0.00 Investigation -> $0.00 Recreation Fee--------- - - - - -> $0.00 Total Permit Fee --------- > $9,108.53 Will Call - - - - -> $3.00 Clean-up Deposit ---------- > $0.00 Payments ------------------- > $9,108.53 TOTAL FEES ------------- > $9,108.53 BALANCE DUE --------- > $0.00 Approvals: Item: 05100 BUILDING DEPARTMENT 11/02/2004 JRM Action: AP Item: 05400 PLANNING DEPARTMENT 10/07/2004 Warren Action: AP Item: 05600 FIRE DEPARTMENT 10/06/2004 mcgee Action: DN Plans dependant on fire alarm and fire sprinkler modifications. Plans are also dependant on approval of garage permit B04 -0194. 11/03/2004 mcgee Action: AP Approved on basis DEPARTMENT OF COMMUNITY DEVELOPMENT PAGE 2 CONDITIONS OF APPROVAL Permit #: B04 -0272 as of 11 -17 -2004 Status: ISSUED Permit Type: ADD /ALT COMM BUILD PERMT Applicant: HYDER CONSTRUCTION, INC 303 - 825 -1313 Job Address: 715 W LIONSHEAD CR VAIL Location: 715 WEST LIONSHEAD CR Parcel No: 210107214001 Description: CONFERENCE ROOM - DEMOLITION AND REMOVAL OF EXISTING RACQUETBALL COURTS. CONSTRUCTION OF FOUR NEW CONFERENCD ROOM ON C LEVEL AND FIRST FLOOR Conditions: Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Applied: 09/15/2004 Issued: 11/17/2004 To Expire: 05/16/2005 of fulfillment of agreements made 11/02/04 ref Gore Creek Residences and Marriott Garage plans. Fire alarm and fire sprinkler revisions are required via permits. Item: 05500 PUBLIC WORKS See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 479 -2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. TURF OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER TOWN OF VAIL, COLORADO Statement Statement Number: R040007145 Amount: $9,108.53 11/17/200412:40 PM Payment Method: Check Init: LC Notation: #49990 /Hyder Construction ----------------------------------------------------------------------------- Permit No: B04 -0272 Type: ADD /ALT COMM BUILD PERMT Parcel No: 210107214001 Site Address: 715 W LIONSHEAD CR VAIL Location: 715 WEST LIONSHEAD CR Total Fees: $9,108.53 This Payment: $9,108.53 Total ALL Pmts: $9,108.53 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts - -- -------------- - - - BP 00100003111100 - -- ------------------------ - - - - -- ------ - - - BUILDING PERMIT FEES 5,518.50 PF 00100003112300 PLAN CHECK FEES 3,587.03 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 y d TOWN OF VAIL[)? 75 S. Frontage Rd. Vail, Colorado 81657 APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIG 07-6 General Contractor: Town of Vail Reg. No.: Contact and Phone #'s: 09 -A CO77 M C 3o3) 2$ - /S /3 Email address: Scram; e hy0l r; "c . Co Contractor Signature: COMPI FTF VAI I IATIMIQ Gno MI In nlult'- 11CORA r n _L..__ o ■�_a_a_�_� [ BUILDING: �$ f77457 965: ELECTRICAL: $ g q pGV OTHER: $ 2 a,9ao PLUMBING: $ 56. o o MECHANICAL: $ 3 � s TOTAL: $ O ago — i — j FarParcpl if Cnnfar_f Fan /o rniinfv Accnccnr� off.-- s mmn '3'qo ocwn -:_ems Parcet -- - - - -- - -- - -- - -- 2 0 aoz Job Name: V p, lt_ MAtt2ro� T FIE']/1N MS' Job Address: 15 IV- Legal Description Lot: aD Block: LFiling: VAS` V���o`E G a Ito F,,,,,,c. J1 Subdivision: I�Ottc,u5 Owners Nam I%So0. ?S Adri �ss: �. voN I Ncu �yq�¢,x: Pone -23 Ar hitect/Designer: LAN I t1! Ja, R Address: c� C., / _ A IIJ &F �W 1ay F - Cv p ne �1705 ?C- 0 1 9 y Epgineer: Address: Pho g Z ru a t wew ►NEI /�� ` NW.,oP �'2_oo �r' Q7 Detailed description of work: EMOU7W4 K� EMOVagL CS Exls'71,JG RJ*0u p76A&f_ V27V. STTLVCl A� F Vti New F[ -2*, E j9 C- -Lv��� H•..n Frs trc-O•'` Work Class: New( ) Addition( ) Remodel X Repair ( ) Demo ( ) Other ( ) Work Type: Interior ( ) Exterior ( ) Both 0< Does an EHU exist at this location: Yes( ) No( ) Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial Restaurant( ) Other ( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: [No/Type of Fireplaces Existing: Gas Appliances Gas Los Wood /Pellet Wood Burnin No/Type of Fireplaces Proposed: Gas Appliances Gas Los Wood /Pellet Wood Burning NOT ALLOWED Does a Fire Alarm Exist: Yes K No ( ) Does a Fire Sprinkler System Exist: Yes ( No ( ) OFFICE USE ONLY******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Other Fees: Type of Co nstruction: Ac cepted lay: DRB Fees: Occu pancy Group: I Planner Sign -off: Public Way Permit Fee: Date Received: F:\ Users \cdev \FORMS \PERMITS \BLDGPERM.DOC RECD S E P 1 � CONTRACTOR INFORMATInN 9 1 PROJECT MANUAL / SPECIFICATIONS Marriott Vail Mountain Resort Meeting Rooms Construction 715 West Lionshead Circle Vail, Colorado 81657 August 23rd, 2004 Town of Vail OFFICE COPY RECD SEP 13 2004 it � MT-L"TLS 1 PROJECT MANUAL / SPECIFICATIONS Marriott Vail Mountain Resort Meeting Rooms Construction 715 West Lionshead Circle Vail, Colorado 81657 August 23rd, 2004 I I I Table of Contents Division Section Title Pages DIVISION 1 - GENERAL REQUIREMENTS 1 01100 SUMMARY 1 01200 PRICE AND PAYMENT PROCEDURES 2 01300 ADMINISTRATIVE REQUIREMENTS 2 ' 01400 QUALITY REQUIREMENTS 2 01500 TEMPORARY FACILITIES AND CONTROLS 2 01600 PRODUCT REQUIREMENTS 2 01700 EXECUTION REQUIREMENTS 3 01732 SELECTIVE DEMOLITION 2 DIVISION 2 - SITE CONSTRUCTION 2 02230 SITE CLEARING 2 02300 EARTHWORK 1 DIVISION 3 - CONCRETE 2 DIVISION 4 - MASONRY 1 DIVISION 5 - METALS 05500 METAL FABRICATIONS 1 05520 HANDRAILS AND RAILINGS 2 DIVISION 6 - WOOD AND PLASTICS 06200 FINISH CARPENTRY 1 ' 06402 INTERIOR ARCHITECTURAL WOODWORK 2 DIVISION 7 - THERMAL AND MOISTURE PROTECTION 07115 BITUMINOUS DAMPPROOFING 1 07210 BUILDING INSULATION 1 DIVISION 8 - DOORS AND WINDOWS 08110 STEEL DOORS AND FRAMES 2 08212 STILE AND RAIL WOOD DOORS 2 08310 ACCESS DOORS AND PANELS 1 08411 ALUMINUM - FRAMED STOREFRONTS 2 08710 DOOR HARDWARE 2 08800 GLAZING 1 DIVISION 9 - FINISHES 09260 GYPSUM BOARD ASSEMBLIES 2 09512 ACOUSTICAL TILE CEILINGS 1 09680 CARPET 1 09910 PAINTING 2 DIVISION 10 - SPECIALTIES ' DIVISION 11 - EQUIPMENT DIVISION 12 - FURNISHINGS Table of Contents Division...... Section Title .............................................. ............................... Pa e DIVISION 13 - SPECIAL CONSTRUCTION 13851......... Fire Alarm ........................................................................................ ............................... 2 13930......... Wet -pipe Fire Suppression Sprinklers ............................................ ............................... 2 DIVISION 14 - CONVEYING SYSTEMS DIVISION 15 - MECHANICAL 15010......... General Mechanical Requirements ................................................ ............................... 2 15050......... Materials And Methods ................................................................... ............................... 4 15055......... Common Piping Requirements ....................................................... ............................... 1 15080......... Mechanical Insulation ..................................................................... ............................... 2 15110......... Valves ............................................................................................. ............................... 1 15181 ......... Hydronic Piping ............................................................................... ............................... 3 15763......... Fan -coil Units .................................................................................. ............................... 4 15810......... Ducts And Accessories ................................................................... ............................... 2 DIVISION 16 - ELECTRICAL 16010......... General Electrical Requirements .................................................... ............................... 3 16100......... Wiring Methods ............................................................................... ............................... 2 16140......... Wiring Devices ................................................................................ ............................... 1 16500......... Lighting ............................................................................................ ............................... 2 Marriott Vail Mountain Resorts Meeting Rooms Construction 8/23/2004 SECTION 01100 - SUMMARY PART I - GENERAL 1.1 SUMMARY OF WORK A. Project Identification: As follows: 1. Project: Marriott Vail Mountain Resorts Meeting Room Construction B. Contract Documents, dated 8.23.2004 were prepared by Atlantis. C. The Work consists of Demolition of existing racket ball courts and the construction of meeting rooms it their place, as described in the Contract Documents. 1.2 WORK RESTRICTIONS A. Contractor's Use of Premises: During construction, Contractor shall have limited use of building and area indicated. Contractor's use of premises is limited only by Owner's right to perform work or employ other contractors on portions of Project and as follows: 1. The Contractor shall coordinate with the landlord for construction guidelines prior to construction. B. Construction hours are 8 am through 5:30pm Monday through Friday. Contractor must coordinate with landlord and owner PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION (Not Applicable) END OF SECTION 01100 SUMMARY 01100-1 �J Marriott Vail Mountain Resorts Meeting Rooms Construction 8/23/2004 SECTION 01200 - PRICE AND PAYMENT PROCEDURES PART 1 - GENERAL 1.1 ALLOWANCES 1 A. Include the following allowances in Contract Sum: 1. Hardware Allowance: Allow the sum of $7000.00 for the purchase and delivery of door hardware, including keying, as specified in Division 8 Section "Door Hardware." B. Obtain two proposals for each allowance and submit to Architect with recommendations. Purchase prod- ucts and systems selected by Architect. C. Advise Architect of the date when selection and purchase of each product or system described by an al- lowance must be completed to avoid delaying the Work. D. Submit invoices to show cost of products furnished under each allowance. Reconciliation of Allowance amounts with actual costs will be by Change Order. 1 1.2 CONTRACT MODIFICATION PROCEDURES I PART 2 - PRODUCTS (Not Applicable) I PART 3 - EXECUTION (Not Applicable) I PRICE AND PAYMENT PROCEDURES 01200-1 A. On Owner's approval of a proposal from Contractor, Architect will issue a Change Order, for all changes to Contract Sum or Contract Time. B. When Owner and Contractor disagree on the terms of a proposal, Architect may issue a Construction Change Directive, instructing Contractor to proceed with the change. Construction Change Directive will contain a description of the change and designate the method to be followed to determine changes to Con- tract Sum or Contract Time. 1.3 PAYMENT PROCEDURES A. Submit a Schedule of Values at least 10 days before the first Application for Payment. In Schedule of Values, break down Contract Sum into at least one line item for each Specification Section. Correlate the Schedule of Values with Contractor's Construction Schedule. B. Submit 3 copies of each application for payment on AIA Document G702/703, according to the schedule established in Owner /Contractor Agreement. 1. For the second Application for Payment through the Application for Payment submitted at Sub- stantial Completion, submit partial releases of liens from each subcontractor or supplier for whom amounts were requisitioned in the previous Application for Payment. 2. Submit final Application for Payment after completion of Project closeout procedures with release of liens and supporting documentation. Include consent of surety to final payment and insurance certificates. I PART 2 - PRODUCTS (Not Applicable) I PART 3 - EXECUTION (Not Applicable) I PRICE AND PAYMENT PROCEDURES 01200-1 Marriott Vail Mountain Resorts Meeting Rooms Construction 8/23/2004 END OF SECTION 01200 , 40 1 I L� pj r�� I PRICE AND PAYMENT PROCEDURES 01200-2 1 Marriott Vail Mountain Resorts Meeting Rooms Construction 8/23/2004 1. Submit within 7 days after date established for Commencement of the Work. 2. Coordinate each element with other activities. Show each activity in proper sequence. Indicate 1 sequences necessary for completion of related Work. 3. Indicate Substantial Completion and allow time for Architect's procedures necessary for certifying Substantial Completion. 4. Schedule Distribution: Distribute copies to Owner, Architect, subcontractors, and parties required to comply with dates. 5. Updating: Revise the schedule after each meeting or activity where revisions have been made. Distribute revised copies to Owner, Architect, subcontractors, and parties required to comply with dates. 1.3 SUBMITTAL PROCEDURES A. Coordinate submittal preparation with construction schedule, fabrication lead- times, other submittals, and activities that require sequential operations. ' 1. No extension of Contract Time will be authorized due to failure to transmit submittals in time to permit processing sufficiently in advance of when materials are required in the Work. 2. Architect will not accept submittals from sources other than Contractor. B. Prepare submittals by placing a permanent label on each for identification. Provide a 4- by 5 -inch space on the label or beside title block to record review and approval markings and action taken. Include the following information on the label: 1. Project name. 2. Date. 3. Name and address of Contractor. I ADMINISTRATIVE REQUIREMENTS 01300-1 SECTION 01300 - ADMINISTRATIVE REQUIREMENTS PART 1 - GENERAL 1.1 PROJECT MANAGEMENT AND COORDINATION A. Verify layout information shown on Drawings, in relation to property survey and existing benchmarks, before laying out the Work. B. Coordinate construction to ensure efficient and orderly execution of each part of the Work. C. Progress meetings will be held at Project site at a schedule to be determined with the Architect, Contrac- tor and Owner. Notify Owner and Architect of meeting dates. Each subcontractor or other entity con- cerned with current progress or involved with planning or coordination of future activities, shall attend. 1. Prepare minutes of each meeting and distribute to parties present. 1.2 CONSTRUCTION SCHEDULE A. Prepare a horizontal bar -chart construction schedule. Provide a separate time bar for each activity and a vertical line to identify the first workday of each week. Use same breakdown of Work indicated in the r Schedule of Values. As Work progresses, mark each bar to indicate actual completion. 1. Submit within 7 days after date established for Commencement of the Work. 2. Coordinate each element with other activities. Show each activity in proper sequence. Indicate 1 sequences necessary for completion of related Work. 3. Indicate Substantial Completion and allow time for Architect's procedures necessary for certifying Substantial Completion. 4. Schedule Distribution: Distribute copies to Owner, Architect, subcontractors, and parties required to comply with dates. 5. Updating: Revise the schedule after each meeting or activity where revisions have been made. Distribute revised copies to Owner, Architect, subcontractors, and parties required to comply with dates. 1.3 SUBMITTAL PROCEDURES A. Coordinate submittal preparation with construction schedule, fabrication lead- times, other submittals, and activities that require sequential operations. ' 1. No extension of Contract Time will be authorized due to failure to transmit submittals in time to permit processing sufficiently in advance of when materials are required in the Work. 2. Architect will not accept submittals from sources other than Contractor. B. Prepare submittals by placing a permanent label on each for identification. Provide a 4- by 5 -inch space on the label or beside title block to record review and approval markings and action taken. Include the following information on the label: 1. Project name. 2. Date. 3. Name and address of Contractor. I ADMINISTRATIVE REQUIREMENTS 01300-1 Marriott Vail Mountain Resorts Meeting Rooms Construction 8/23/2004 4. Name and address of subcontractor or supplier. 5. Number and title of appropriate Specification Section. 6. Contractor's certification that materials comply with specified requirements. C. Coordinate each submittal with other submittals and with work that does not require submittals. D. Product Data: Mark each copy to show applicable choices and options. Include the following: 1. Data indicating compliance with specified standards and requirements. 2. Notation of coordination requirements. 3. For equipment data, include rated capacities, dimensions, weights, required clearances, and fur- nished specialties and accessories. E. Shop Drawings: Submit newly prepared information drawn to scale. Do not reproduce Contract Docu- ments or copy standard information. Submit 1 reproducible print and 1 blue- or black -line print on sheets at least 8 -1/2 by 11 inches but no larger than 30 by 42 inches. Architect will return the reproducible print. Include the following: 1. Dimensions, profiles, methods of attachment, coordination with adjoining work, large scale de- tails, and other information, as appropriate for the Work. 2. Identification of products and materials. 3. Notation of coordination requirements. 4. Notation of dimensions established by field measurement. 5. Identification of deviations from Contract Documents. F. Samples: Submit Samples finished as specified and identical with the material proposed. Where varia- tions are inherent in the material, submit sufficient units to show limits of the variations. Include product name or name of the manufacturer. G. Architect will review each submittal, mark as appropriate to indicate action taken, and return copies less those retained. Compliance with specified requirements remains Contractor's responsibility. PART 2 - PRODUCTS (Not Applicable) A PART 3 - EXECUTION (Not Applicable) END OF SECTION 01300 17 A L ADMINISTRATIVE REQUIREMENTS 01300-2 3 k Marriott Vail Mountain Resorts Meeting Rooms Construction 8/23/2004 SECTION 01400 - QUALITY REQUIREMENTS PART 1 - GENERAL 1.1 SECTION REQUIREMENTS A. Quality - control services include inspections, tests, and related actions including reports. Quality - control services are further specified in other Sections of these Specifications and shall be performed by inde- pendent testing agencies provided by Contractor or Owner, as specified. 1. Unless otherwise indicated, quality- control services required by authorities having jurisdiction will be provided by Owner. B. Contractor is responsible for scheduling inspections and tests. C. Retesting: Contractor shall pay for retesting where results of inspections and tests prove unsatisfactory and indicate noncompliance with requirements. D. Auxiliary Services: Cooperate with agencies performing inspections and tests. Provide auxiliary services as requested. Notify agency in advance of operations requiring tests or inspections, to permit assignment of personnel. Auxiliary services include the following: I QUALITY REQUIREMENTS 01400-1 1. Access to the Work. 2. Incidental labor and facilities to assist inspections and tests. 3. Adequate quantities of materials that require testing, and assisting in taking samples. 4. Facilities for storage and curing of test samples. 5. Security and protection of samples and test equipment. E. Duties of Testing Agency: Testing agency shall cooperate with Architect and Contractor in performing its duties. Agency shall provide qualified personnel to perform inspections and tests. 1. Agency shall promptly notify Architect and Contractor of irregularities or deficiencies observed in the Work during performance of its services. 2. Agency shall not release, revoke, alter, or enlarge requirements of the Contract Documents or ap- prove or accept any portion of the Work. 3. Agency shall not perform duties of Contractor. F. Submittals: Testing agency shall submit a certified written report of each inspection and test to the fol- lowing: 1. Owner. 2. Architect. 3. Contractor. 4. Structural engineer. 5. Authorities having jurisdiction, when authorities so direct. G. Report Data: Reports of each inspection, test, or similar service shall include at least the following: 1. Name, address, and telephone number of testing agency. 2. Project title and testing agency's project number. 3. Designation (number) and date of report. 4. Dates and locations where samples were taken or inspections and field tests made. I QUALITY REQUIREMENTS 01400-1 Marriott Vail Mountain Resorts Meeting Rooms Construction 8/23/2004 5. Names of individuals taking the sample or making the inspection or test. 6. Designation of the product and test method. 7. Complete inspection or test data including an interpretation of test results. 8. Ambient conditions at the time of sample taking and testing. 9. Comments or professional opinion on whether inspected or tested Work complies with require- ments. 10. Recommendations on retesting or reinspection. 11. Name and signature of laboratory inspector. H. Testing Agency Qualifications: Engage inspection and testing agencies that are prequalified as comply- ing with the American Council of Independent Laboratories' "Quality Assurance Manual" and that spe- cialize in the types of inspections and tests to be performed. 1. Each testing agency shall be authorized by authorities having jurisdiction to operate in the state where Project is located. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION (Not Applicable) END OF SECTION 01400 QUALITY REQUIREMENTS 1 01400-2 11 PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION 3.1 TEMPORARY UTILITIES A. Provide temporary utility services to existing facilities during interruptions of permanent utilities Project site for use during construction. Arrange for and coordinate utility services with local utility companies. 1. Owner will pay use charges for temporary utilities. B. Provide temporary heat for curing or drying of work, and for protection of existing and new construction from adverse effects of low temperatures. Use of gasoline- burning heaters and open -flame heaters is not permitted. 3.2 CONSTRUCTION FACILITIES A. Coordinate with Owner for temporary location of field offices B. Coordinate with Owner for temporary sanitary facilities. C. Provide temporary enclosures for protection of construction and workers from exposure and inclement weather and for containment of heat. D. Install project identification and other signs in locations approved by Owner to inform the public and per- sons seeking entrance to Project. E. Collect waste daily and, when containers are full, legally dispose of waste off -site. TEMPORARY FACILITIES AND CONTROLS 01500-1 Marriott Vail Mountain Resorts Meeting Rooms Construction 8/23/2004 SECTION 01500 - TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.1 SECTION REQUIREMENTS A. Standards: Comply with NFPA 241, "Standard for Safeguarding Construction, Alterations, and Demoli- tion Operations "; ANSI A10 Series standards for "Safety Requirements for Construction and Demoli- tion"; and NECA Electrical Design Library's "Temporary Electrical Facilities." 1. Electrical Service: Comply with NEMA, NECA, and UL standards and regulations for temporary electric service. Install service to comply with NFPA 70. B. At the earliest possible time, when acceptable to Owner, change over from use of temporary utility ser- vices to use of permanent utilities. C. Remove temporary facilities and controls before Substantial Completion. Personnel remaining after Sub- stantial Completion will be permitted to use permanent facilities, under conditions acceptable to Owner. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION 3.1 TEMPORARY UTILITIES A. Provide temporary utility services to existing facilities during interruptions of permanent utilities Project site for use during construction. Arrange for and coordinate utility services with local utility companies. 1. Owner will pay use charges for temporary utilities. B. Provide temporary heat for curing or drying of work, and for protection of existing and new construction from adverse effects of low temperatures. Use of gasoline- burning heaters and open -flame heaters is not permitted. 3.2 CONSTRUCTION FACILITIES A. Coordinate with Owner for temporary location of field offices B. Coordinate with Owner for temporary sanitary facilities. C. Provide temporary enclosures for protection of construction and workers from exposure and inclement weather and for containment of heat. D. Install project identification and other signs in locations approved by Owner to inform the public and per- sons seeking entrance to Project. E. Collect waste daily and, when containers are full, legally dispose of waste off -site. TEMPORARY FACILITIES AND CONTROLS 01500-1 Marriott Vail Mountain Resorts Meeting Rooms Construction 8/23/2004 1. Handle hazardous, dangerous, or unsanitary waste materials in separate closed waste containers. Dispose of material according to applicable laws and regulations. 3.3 TEMPORARY CONTROLS A. Provide temporary fire protection until permanent systems supply fire- protection needs. 1. Provide adequate numbers and types of fire extinguishers. 2. Store combustible materials in fire -safe containers in fire -safe locations. 3. Prohibit smoking in hazardous fire- exposure areas. 4. Supervise welding operations, combustion -type temporary heating units, and similar sources of fire ignition. B. Provide temporary barricades, warning signs, and lights to protect the public and construction personnel from construction hazards. 1. Enclose construction areas with fences with lockable entrance gates, to prevent unauthorized ac- cess. C. Provide temporary environmental controls as required by authorities having jurisdiction including, but not limited to, erosion and sediment control, dust control, noise control, and pollution control. END OF SECTION 01500 1 TEMPORARY FACILITIES AND CONTROLS 01500-2 A. Provide products that comply with the Contract Documents, are undamaged, and are new at the time of installation. 1. Provide products complete with accessories, trim, finish, and other devices and components needed for a complete installation and the intended use and effect. B. Do not attach manufacturer's labels or trademarks, except for required nameplates, on surfaces exposed to view in occupied spaces or on the exterior. PRODUCT REQUIREMENTS 01600-1 Marriott Vail Mountain Resorts Meeting Rooms Construction 8/23/2004 SECTION 01600 - PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 SECTION REQUIREMENTS A. Provide products of same kind from a single source. The term "product" includes the terms "material," "equipment," "system," and similar terms. B. Deliver, store, and handle products according to manufacturer's written instructions, using means and methods that will prevent damage, deterioration, and loss, including theft. 1. Schedule delivery to minimize long -term storage and to prevent overcrowding construction spaces. 2. Deliver in manufacturer's original sealed packaging with labels and written instructions for han- dling, storing, protecting, and installing. 3. Inspect products at time of delivery for compliance with the Contract Documents and to ensure items are undamaged and properly protected. 4. Store heavy items in a manner that will not endanger supporting construction. 5. Store products subject to damage on platforms or pallets, under cover in a weathertight enclosure, with ventilation adequate to prevent condensation. Maintain temperature humidity and within range required. C. Product Substitutions: Reasonable and timely requests for substitutions will be considered. Substitutions include products and methods of construction differing from that required by the Contract Documents and proposed by Contractor after award of Contract. 1. Submit four copies of each request for product substitution. Identify product to be replaced and provide complete documentation showing compliance of proposed substitution with applicable re- quirements. Include a full comparison with the specified product, a list of changes to other Work f required to accommodate the substitution, and any proposed changes in Contract Sum or Contract Time should the substitution be accepted. 2. Submit requests for product substitution in time to permit processing of request and subsequent Submittals, if any, sufficiently in advance of when materials are required in the Work. Do not submit unapproved substitutions on Shop Drawings or other submittals. 3. Architect will review the proposed substitution and notify Contractor of its acceptance or rejec- tion. PART 2 - PRODUCTS 2.1 PRODUCT OPTIONS A. Provide products that comply with the Contract Documents, are undamaged, and are new at the time of installation. 1. Provide products complete with accessories, trim, finish, and other devices and components needed for a complete installation and the intended use and effect. B. Do not attach manufacturer's labels or trademarks, except for required nameplates, on surfaces exposed to view in occupied spaces or on the exterior. PRODUCT REQUIREMENTS 01600-1 Marriott Vail Mountain Resorts Meeting Rooms Construction 8/23/2004 C. Select products as follows: 1. Where only a single product or manufacturer is named, provide the item indicated. No substitu- tions will be permitted. 2• Where two or more products or manufacturers are named, provide one of the items indicated. No substitutions will be permitted. 3. Where products or manufacturers are specified by name, accompanied by the term "or equal," provide the named item or comply with provisions concerning "product substitutions" to obtain approval for use of an unnamed product or manufacturer. 4. Where a product is described with required characteristics, with or without naming a brand or trademark, provide a product that complies with those characteristics and other Contract require- ments. 5. Where compliance with performance requirements is specified, provide products that comply and are recommended in writing by the manufacturer for the application. 6. Where compliance with codes, regulations, or standards, is specified, select a product that com- plies with the codes, regulations, or standards referenced. D. Unless otherwise indicated, Architect will select color, pattern, and texture of each product from manu- facturer's full range of options. 2.2 OWNER- FURNISHED PRODUCTS A. The following products will be furnished by Owner and shalt be installed by Contractor as part of the Work: 1. All decorative lighting fixtures B. The following products will be furnished and installed by Owner: 1. All Carpet and Pad PART 3 - EXECUTION (Not Applicable) END OF SECTION 01600 PRODUCT REQUIREMENTS 01600-2 11 Marriott Vail Mountain Resorts Meeting Rooms Construction 8/23/2004 SECTION 01700 - EXECUTION REQUIREMENTS PART 1 - GENERAL 1.1 CLOSEOUT SUBMITTALS A. Record Drawings: Maintain a set of Contract Drawings as Record Drawings. Mark to show installation that varies from the Work originally shown. B. Record Specifications: Maintain one copy of the Project Manual, including addenda, as Record Specifi- cations. Mark to show variations in Work performed in comparison with the text of the Specifications and modifications. C. Operation and Maintenance Data: Organize data into three -ring binders, with pocket folders for folded sheet information. Mark identification on front and spine of each binder. Include the following: 1. Emergency instructions. 2. Spare parts list. 3. Copies of warranties. 4. 5. Wiring diagrams. Shop Drawings and Product Data. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION 3.1 EXAMINATION AND PREPARATION A. Examine substrates and conditions for compliance with manufacturer's written requirements including, but not limited to, surfaces that are sound, level, and plumb; substrates within installation tolerances; sur- faces that are smooth, clean, and free of deleterious substances; and application conditions within envi- ronmental limits. Proceed with installation only after unsatisfactory conditions have been corrected. B. Prepare substrates and adjoining surfaces according to manufacturer's written instructions, including, but not limited to, filler and primer application. C. Where Drawings indicate dimensions of existing construction verify by field measurement. Where fabri- cated products are to be fitted to other construction verify dimensions by field measurement before fabri- cating and, when possible, allow for fitting and trimming during installation. 3.2 CUTTING AND PATCHING A. Do not cut structural members without prior written approval of Structural Engineer and Architect. B. For patching, provide materials whose installed performance will equal or surpass that of existing materi- als. For exposed surfaces, provide or finish materials to visually match existing adjacent surfaces to the fullest extent possible. 1 1 EXECUTION REQUIREMENTS 01700-1 Marriott Vail Mountain Resorts Meeting Rooms Construction 8/23/2004 3.3 INSTALLATION A. Comply with manufacturer's written instructions for installation. Anchor each product securely in place, accurately located and aligned. Clean exposed surfaces and protect from damage. If applicable, prepare surfaces for field finishing. B. Comply with NFPA 70 for installation of electrically operated equipment and electrical components and materials. 3.4 FINAL CLEANING A. Clean each surface or item as follows before requesting inspection for certification of Substantial Com- pletion: 1. Remove labels that are not permanent. 2. Clean transparent materials, including mirrors. Remove excess glazing compounds. Replace chipped or broken glass. 3. Clean exposed finishes to a dust -free condition, free of stains, films, and foreign substances. Leave concrete floors broom clean. 4. Vacuum carpeted surfaces and wax resilient flooring. 5. Wipe surfaces of mechanical and electrical equipment. Remove excess lubrication. Clean plumb- ing fixtures. Clean light fixtures and lamps. 6. Clean the site. Sweep paved areas; remove stains, spills, and foreign deposits. Rake grounds to a smooth, even - textured surface. 3.5 CLOSEOUT PROCEDURES A. Request Substantial Completion inspection once the following are complete: 1. Advise Owner of pending insurance changeover requirements. 2. Submit Record Drawings and Specifications, maintenance manuals, warranties, and similar record information. 3. Deliver spare parts, extra materials, and similar items. 4. Changeover locks and transmit keys to Owner. 5. Complete startup testing of systems and instruction of operation and maintenance personnel. 6. Remove temporary facilities and controls. 7. Complete final cleanup. 8. Touch up, repair, and restore marred, exposed finishes. 9. Obtain final inspections from authorities having jurisdiction. 10. Obtain certificate of occupancy. B. On receipt of a request for inspection, Architect will proceed with inspection or advise Contractor of un- filled requirements. Architect will prepare the Certificate of Substantial Completion after inspection or advise Contractor of items that must be completed or corrected before the certificate will be issued. C. Arrange for each installer of equipment that requires operation and maintenance to provide instruction to Owner's personnel. Include a detailed review of the following: +� 1. Startup and shutdown. 2. Emergency operations and safety procedures. 3. Noise and vibration adjustments. 4. Maintenance manuals. 5. Spare parts, tools, and materials. EXECUTION REQUIREMENTS H 01700-2 3 D. Request inspection for certification of final acceptance, once the following are complete: 1. Submit a copy of the Substantial Completion inspection list stating that each item has been com- pleted or otherwise resolved for acceptance. 2. Submit final meter readings for utilities, a record of stored fuel, and similar data as of the date of Substantial Completion. E. Architect will reinspect the Work on receipt of notice that the Work has been completed. 1. On completion of reinspection, Architect will prepare a certificate of final acceptance. If the Work is incomplete, Architect will advise Contractor of the Work that is incomplete or obligations that have not yet been fulfilled. END OF SECTION 01700 EXECUTION REQUIREMENTS 01700-3 Marriott Vail Mountain Resorts Meeting Rooms Construction 8/23/2004 6. Lubricants and fuels. 1 7. 8. Identification systems. Control sequences. 9. Hazards. 10. Warranties and bonds. D. Request inspection for certification of final acceptance, once the following are complete: 1. Submit a copy of the Substantial Completion inspection list stating that each item has been com- pleted or otherwise resolved for acceptance. 2. Submit final meter readings for utilities, a record of stored fuel, and similar data as of the date of Substantial Completion. E. Architect will reinspect the Work on receipt of notice that the Work has been completed. 1. On completion of reinspection, Architect will prepare a certificate of final acceptance. If the Work is incomplete, Architect will advise Contractor of the Work that is incomplete or obligations that have not yet been fulfilled. END OF SECTION 01700 EXECUTION REQUIREMENTS 01700-3 Marriott Vail Mountain Resorts Meeting Rooms Construction 8/23/2004 SECTION 01732 - SELECTIVE DEMOLITION PART 1 - GENERAL 1.1 SECTION REQUIREMENTS A. Unless otherwise indicated, demolished materials become Contractor's property. Remove from Project site. B. Items indicated to be removed and salvaged remain Owner's property. Remove, clean, and deliver to Owner's designated storage area. C. Comply with EPA regulations and disposal regulations of authorities having jurisdiction. D. Conduct demolition without disrupting Owner's use of the building. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION 3.1 DEMOLITION A. Maintain and protect existing utilities to remain in service before proceeding with demolition, providing bypass connections to other parts of the building. B. Locate, identify, shut off, disconnect, and cap off utility services to be demolished. C. Employ a certified, licensed exterminator to treat building and to control rodents and vermin. D. Conduct demolition operations and remove debris to prevent injury to people and damage to adjacent buildings and site improvements. E. Provide and maintain shoring, bracing, or structural support to preserve building stability and prevent movement, settlement, or collapse. F. Protect building structure or interior from weather and water leakage and damage. G. Protect remaining walls, ceilings, floors, and exposed finishes. Erect and maintain dustproof partitions. Cover and protect remaining furniture, furnishings, and equipment. H. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction. I. Promptly patch and repair holes and damaged surfaces of building caused by demolition. Restore ex- posed finishes of patched areas and extend finish restoration into remaining adjoining construction. J. Promptly remove demolished materials from Owner's property and legally dispose of them. Do not burn demolished materials. I SELECTIVE DEMOLITION 01732-1 Marriott Vail Mountain Resorts Meeting Rooms Construction 8/23/2004 END OF SECTION 01732 SELECTIVE DEMOLITION 01732-2 1 L Marriott Vail Mountain Resorts Meeting Rooms Construction 8/23/2004 SECTION 02230 - SITE CLEARING PART 1 - GENERAL 1.1 SECTION REQUIREMENTS A. Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied or used facilities during site - clearing operations. B. Salvable Improvements: Carefully remove items indicated to be salvaged and store on Owner's premises where indicated. C. Notify utility locator service for area where Project is located before site clearing. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION " 3.1 PREPARATION A. Protect and maintain benchmarks and survey control points from disturbance. B. Install erosion and sedimentation control measures before site clearing. C. Protect site improvements to remain from damage. Restore damaged improvements to condition existing before start of site clearing. D. Locate and clearly flag trees and vegetation to remain or to be relocated. E. Protect remaining trees and shrubs from damage and maintain vegetation. Employ a licensed arborist to repair tree and shrub damage. Restore damaged vegetation. Replace damaged trees that cannot be re- stored to full growth, as determined by arborist. F. Do not store materials or equipment or permit excavation within drip line of remaining trees. G. Locate, identify, disconnect, and seal or cap off utilities indicated to be removed. �I 3.2 SITE CLEARING A. Strip topsoil. Stockpile topsoil that will be reused in the Work. B. Remove obstructions, trees, shrubs, grass, and other vegetation to permit installation of new construction. g g Pe _ Removal includes digging out stumps and obstructions and grubbing roots. C. Remove existing above- and below -grade improvements as indicated and as necessary to facilitate new construction. D. Remove slabs, paving, curbs, gutters, and aggregate base as indicated. SITE CLEARING 02230-1 ki Marriott Vail Mountain Resorts Meeting Rooms Construction 8/23/2004 E. In areas not to be further excavated, fill depressions resulting from site clearing. Place and compact satis- factory soil materials in 6 -inch thick layers to density of surrounding original ground. F. Dispose of waste materials, including trash, debris, and excess topsoil, off Owner's property. Burning waste materials on -site is not permitted. END OF SECTION 02230 1 1 I 1 1 SITE CLEARING 02230-2 1 Marriott Vail Mountain Resorts Meeting Rooms Construction 8/23/2004 SECTION 02300 - EARTHWORK PARTI - GENERAL 1.1 SECTION REQUIREMENTS A. Unauthorized excavation consists of removing materials beyond indicated subgrade elevations or dimen- sions without direction by Architect. Unauthorized excavation and remedial work shall be at Contractor's expense. B. Do not interrupt existing utilities serving facilities occupied by Owner. Provide temporary utility ser- vices. B. Excavate to subgrade elevations regardless of character of materials and obstructions encountered. C. Excavate for structures, building slabs, pavements, and walkways. Trim subgrades to required lines and grades. D. When subgrade or existing ground surface to receive fill has a density less than that required for fill, break up ground surface, pulverize, moisture - condition or aerate soil, and recompact. E. Grade areas to a smooth surface to cross sections, lines, and elevations indicated. Grade lawns, walk- ways, and unpaved subgrades to tolerances of plus or minus 1 -1/4 inch and pavements and areas within building lines to plus or minus 112 inch. F. Under pavements and walkways, place subbase course material on prepared subgrades and compact at optimum moisture content to required grades, lines, cross sections, and thicknesses. G. Under slabs -on- grade, place drainage fill on prepared subgrade and compact to required cross section and thickness. H. Allow testing agency to inspect and test each subgrade and each fill or backfill layer and verify compli- ance with requirements. I. Remove surplus satisfactory soil and waste material, including unsatisfactory soil, trash, and debris, and legally dispose of it off Owner's property. END OF SECTION 02300 EARTHWORK 02300-1 PART2- PRODUCTS PART 3 - EXECUTION 3.1 EARTHWORK A. Protect subgrades and foundation soils from softening and damage by water, freezing temperatures, or frost. B. Excavate to subgrade elevations regardless of character of materials and obstructions encountered. C. Excavate for structures, building slabs, pavements, and walkways. Trim subgrades to required lines and grades. D. When subgrade or existing ground surface to receive fill has a density less than that required for fill, break up ground surface, pulverize, moisture - condition or aerate soil, and recompact. E. Grade areas to a smooth surface to cross sections, lines, and elevations indicated. Grade lawns, walk- ways, and unpaved subgrades to tolerances of plus or minus 1 -1/4 inch and pavements and areas within building lines to plus or minus 112 inch. F. Under pavements and walkways, place subbase course material on prepared subgrades and compact at optimum moisture content to required grades, lines, cross sections, and thicknesses. G. Under slabs -on- grade, place drainage fill on prepared subgrade and compact to required cross section and thickness. H. Allow testing agency to inspect and test each subgrade and each fill or backfill layer and verify compli- ance with requirements. I. Remove surplus satisfactory soil and waste material, including unsatisfactory soil, trash, and debris, and legally dispose of it off Owner's property. END OF SECTION 02300 EARTHWORK 02300-1 L C C Marriott Vail Mountain Resorts Meeting Rooms Construction 8/22/2004 SECTION 05500 - METAL FABRICATIONS PART 1 - GENERAL 1.1 SECTION REQUIREMENTS A. Submittals: Shop Drawings showing details of fabrication and installation. PART2- PRODUCTS 2.1 METALS A. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M. 2.2 GROUT A. Nonshrink, Nonmetallic Grout: ASTM C 1107; recommended by manufacturer for exterior applications. 2.3 FABRICATION A. ' General: Shear and punch metals cleanly and accurately. Remove burrs and ease exposed edges. Form bent -metal corners to smallest radius possible without impairing work. B. Welding: Weld corners and seams continuously. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. At exposed connections, finish welds and surfaces smooth with contour of welded surface matching those adjacent. 2.4 • STEEL AND IRON FINISHES A. Submit samples of wrought iron finishes to Architect for approval prior to finishing. PART 3 - EXECUTION 3.1 INSTALLATION A. Perform cutting, drilling, and fitting required for installing miscellaneous metal fabrications. Set metal fabrication accurately in location, alignment, and elevation; with edges and surfaces level, plumb, true, and free of rack. B. Fit exposed connections accurately together to form hairline joints. END OF SECTION 05500 METAL FABRICATIONS 05500-1 Marriott Vail Mountain Resorts Meeting Rooms Construction 8/22/2004 SECTION 05520 - HANDRAILS AND RAILINGS PART 1 - GENERAL 1.1 SECTION REQUIREMENTS A. Structural Performance: Design, engineer, fabricate, and install handrails and railings to withstand struc- tural loads required by ASCE 7. B. Submittals: Shop Drawings,. PART 2 - PRODUCTS 2.1 METALS A. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M. B. Brackets, Flanges, and Anchors: Cast or formed metal of same type of material and finish as supported rails, unless otherwise indicated. 2.2 OTHER MATERIALS A. Nonshrink, Nonmetallic Grout: ASTM C 1107; recommended by manufacturer for exterior applications. 2.3 RAILING SYSTEMS 2.4 FABRICATION A. Assemble railing systems in shop to the greatest extent possible. Use connections that maintain structural value of joined pieces. B. Form changes in direction of railing members by bending. 2.5 FINISHES A. Submit samples that match existing Marriott Vail Resorts wrought iron finishes to Architect for approval PART 3 - EXECUTION 3.1 INSTALLATION A. Fit exposed connections accurately together to form tight, hairline joints. B. Set handrails and railings accurately in location, alignment, and elevation and free from rack. 05520-1 HANDRAILS AND RAILINGS Marriott Vail Mountain Resorts Meeting Rooms Construction 8/22/2004 C. Anchor posts in concrete by forming or core - drilling holes 5 inches deep and 3/4 inch greater than OD of post. Fill annular space between post and concrete with nonshrink, nonmetallic grout. END OF SECTION 05520 05520-2 HANDRAILS AND RAILINGS Marriott Vail Mountain Resorts Meeting Rooms Construction 8/22/2004 SECTION 06200 - FINISH CARPENTRY PART 1 - GENERAL (Not Applicable) PART2- PRODUCTS 2.1 MATERIALS, GENERAL A. Lumber Standards: DOC PS 20 and grading rules of inspection agencies certified by American Lumber Standards Committee Board of Review. B. Hardwood Plywood: HPVA HP -1. 2.2 STANDING AND RUNNING TRIM A. Interior Trim: To match existing lobby trim in species, finish and color PART 3 - EXECUTION 3.1 INSTALLATION A. Condition finish carpentry in installation areas for 24 hours before installing. B. Prime and backprime lumber for painted finish exposed on the exterior. C. Install finish carpentry level, plumb, true, and aligned with adjacent materials. Scribe and cut to fit ad- joining work. Refinish and seal cuts. D. Install standing and running trim with minimum number of joints practical, using full - length pieces from maximum lengths of lumber available. Stagger joints in adjacent and related trim. Cope at returns and miter at corners. E. Select and arrange paneling for best match of adjacent units. Install with uniform tight joints. F. Nail siding at each stud. Do not allow nails to penetrate more than one thickness of siding, unless other- wise recommended by siding manufacturer. Seal joints at inside and outside corners and at trim loca- tions. END OF SECTION 06200 06200-1 FINISH CARPENTRY Marriott Vail Mountain Resorts Meeting Rooms Construction 8/22/2004 SECTION 06402 - INTERIOR ARCHITECTURAL WOODWORK PART 1 - GENERAL 1.1 SECTION REQUIREMENTS A. Submittals: Shop Drawings: B. Quality Standard: Architectural Woodwork Institute's "Architectural Woodwork Quality Standards." C. Environmental Limitations: Do not deliver or install woodwork until building is enclosed, wet -work is completed, and HVAC system is operating. PART2- PRODUCTS 2.1 INTERIOR WOODWORK A. Complete fabrication before shipping to Project site to maximum extent possible. Disassemble only as needed for shipping and installing. Where necessary for fitting at Project site, provide for scribing and trimming. B. Backout or groove backs of flat trim members, kerf backs of other wide, flat members, except for mem- bers with ends exposed in finished Work. C. Install glass to comply with FGMA's "Glazing Manual." For glass in wood frames, secure glass with re- movable stops. D. Interior Standing and Running Trim for Transparent Finish: Premium grade E. Interior Standing and Running Trim for Opaque Finish: Premium grade F. Wood Cabinets (Casework) for Transparent Finish: Premium grade. 2.2 SHOP FINISHING OF INTERIOR ARCHITECTURAL WOODWORK A. Finishes: Same grades as items to be finished. B. Finish architectural woodwork at the fabrication shop; defer only final touch up until after installation. 1. Apply one coat of sealer or primer to concealed surfaces of woodwork. 2. Apply a vinyl wash coat to woodwork made from closed -grain wood before staining and finishing. 3. After staining, if any, apply paste wood filler to open -grain woods and wipe off excess. Tint filler to match stained wood. C. Transparent Finish: AWI Finish System TR -5, catalyzed vinyl lacquer. D. Transparent Finish: WIC Finish System #ld., vinyl lacquer (catalyzed). INTERIOR ARCHITECTURAL WOODWORK 06402-1 Marriott Vail Mountain Resorts Meeting Rooms Construction 8/22/2004 PART 3 - EXECUTION 3.1 INSTALLATION A. Condition woodwork to prevailing conditions before installing. B. Install woodwork to comply with AWI Section 1700 for grade specified. C. Install woodwork level, plumb, true, and straight. Shim as required with concealed shims. Install to a tolerance of 1/8 inch in 96 inches (3 mm in 2400 mm) for level and plumb. D. Scribe and cut woodwork to fit adjoining work, seal cut surfaces, and repair damaged finish at cuts. E. Install trim with minimum number of joints possible, using full - length pieces to the greatest extent possi- ble. Stagger joints in adjacent and related members. F. Anchor paneling to supports with concealed panel- hanger clips and by blind nailing on back -up strips, splined - connection strips, and similar associated trim and framing. END OF SECTION 06402 INTERIOR ARCHITECTURAL WOODWORK 06402-2 1 Marriott Vail Mountain Resorts Meeting Rooms Construction 8/22/2004 SECTION 07115 - BITUMINOUS DAMPPROOFING PARTI- GENERAL 1.1 SECTION REQUIREMENTS A. Submittals: Product Data. PART2- PRODUCTS 2.1 MANUFACTURERS 2.2 BITUMINOUS DAMPPROOFING A. Hot - Applied Asphalt Dampproofing: Dampproofing asphalt, ASTM D 449, Type 1. PART 3 - EXECUTION 3.1 PREPARATION A. Prepare substrate by cleaning, removing projections, filling voids, sealing joints, and as otherwise rec- ommended in dampproofing manufacturer's written instructions. B. Install cant strips, separate flashings, and corner protection stripping, and prime substrate as recom- mended in dampproofing manufacturer's written instructions. 3.2 INSTALLATION A. Comply with manufacturer's written instructions for methods and rates of dampproofing application, cleaning, and installation of protection course. B. Apply dampproofing to exterior face of concrete and masonry below -grade walls exterior face of interior wythe of masonry cavity walls exterior face of concrete and masonry indicated to receive anchored stone veneer interior face of above -grade concrete and masonry walls indicated to receive furred finishes and where indicated on Drawings. C. Apply 2 coats to produce a dry film thickness of at least 30 mils. D. Install glass fabric reinforcement, embedded in dampproofing, at corners and changes in plane. END OF SECTION 07115 BITUMINOUS DAMPPROOFING 07115-1 Marriott Vail Mountain Resorts Meeting Rooms Construction 8/22/2004 SECTION 07210 - BUILDING INSULATION PART 1 - GENERAL 1.1 SECTION REQUIREMENTS A. Submittals: Product Data for each type of insulation product specified. B. Surface - Burning Characteristics: ASTM E 84, flame - spread ratings of 75 or less and smoke - developed ratings of 450 or less. PART 2- PRODUCTS 2.1 INSULATION PRODUCTS A. Extruded - Polystyrene Board Insulation: ASTM C 578 2.2 ACCESSORIES A. Vapor Retarder: Polyethylene. PART 3 - EXECUTION 3.1 INSTALLATION A. Install insulation in areas and in thicknesses indicated or required to produce R- values indicated. Cut and fit tightly around obstructions and fill voids with insulation. B. Extend vapor retarder to extremities of areas to be protected from vapor transmission. Secure in place with adhesives or other anchorage. END OF SECTION 07210 07210- 1 BUILDING INSULATION Marriott Vail Mountain Resorts Meeting Rooms Construction 8/22/2004 SECTION 08110 - STEEL DOORS AND FRAMES PART 1 - GENERAL 1.1 SECTION REQUIREMENTS A. Submittals: Product Data and door schedule. B. Comply with ANSI/SDI 100. C. Fire -Rated Door Assemblies: NFPA 80, tested per ASTM E 152, and labeled and listed by UL, ITS, or another testing and inspecting agency acceptable to authorities having jurisdiction. PART 2- PRODUCTS 2.1 MATERIALS A. Hot - Rolled Steel Sheets: ASTM A 569/A 569M. 2.2 STEEL DOORS AND FRAMES A. Steelcraft L16 Series B. Steel Doors: 1 -3/4 -inch- thick of materials and ANSI/SDI 100 grades and models specified below. 1. Interior Doors: Extra heavy -duty, Model L16 C. Door Silencers: Three on strike jambs of single -door frames and two on heads of double -door frames. D. Plaster Guards: Provide where mortar might obstruct hardware operation and to close off interior of openings. E. Fabricate steel frames to be rigid, neat in appearance, and free from defects, warp, or buckle. 1. Interior Frames: Fabricate with mitered or coped and continuously welded corners, formed from 0.0478 - inch - thick, cold - rolled steel for openings 48 inches or less in width and from 0.0598 -inch- thick steel for openings more than 48 inches in width. F. Prepare doors and frames to receive mortised and concealed hardware according to SDI 107. G. Prime Coat: Uncoated steel, ANSI A224.1 shop primer. PART 3 - EXECUTION 3.1 INSTALLATION A. Place steel frames to comply with SDI 105. STEEL DOORS AND FRAMES 08110-1 Marriott Vail Mountain Resorts Meeting Rooms Construction 8/22/2004 B. Install steel doors accurately in frames, within clearances specified in ANSI/SDI 100. 1. Fire -Rated Doors: Install with clearances specified in NFPA 80. 2. Smoke - Control Doors: Comply with NFPA 105. C. Prime Coat Repair: Immediately after erection, sand smooth any rusted or damaged areas of prime coat and repair finish with compatible air- drying primer. END OF SECTION 08110 STEEL DOORS AND FRAMES 08110-2 1 Marriott Vail Mountain Resorts Meeting Rooms Construction 8/22/2004 SECTION 08212 - STILE AND RAIL WOOD DOORS PART 1- GENERAL 1.1 SECTION REQUIREMENTS A. Submittals: Product Data for doors, including details of construction and factory - finishing specifications. 1. Submit finish samples for factory- finished doors. B. Quality Standard: NWWDA I.S.6, "Industry Standard for Wood Stile and Rail Doors." C. Fire -Rated Wood Doors: Labeled by a testing and inspecting agency acceptable to authorities having ju- risdiction based on testing per NFPA 252. Test at atmospheric pressure. PART2- PRODUCTS 2.1 STILE AND RAIL DOORS A. Interior Doors: NWWDA Premium or Select 2.2 FABRICATION AND FINISHING A. Factory fit doors to suit frame - opening sizes and to comply with referenced quality standard. 1. Provide 1/8 -inch clearance at jambs, heads, and meeting stiles and 1/2 inch at bottom. At thresh- olds, provide 3/8 -inch clearance. 2. Comply with NFPA 80 for fire- resistance -rated doors. B. Factory machine doors for hardware that is not surface applied. C. Glaze doors at factory. D. Factory treat exterior doors after fabrication with water repellent to comply with NWWDA I.S.4. E. Factory finish wood doors with manufacturer's standard stain and two -coat conversion varnish finish in color selected. PART 3 - EXECUTION 3.1 INSTALLATION A. Install fire -rated doors to comply with NFPA 80. B. Align and fit doors in frames with uniform clearances and bevels indicated below. Machine doors for hardware. Seal cut surfaces after fitting and machining. 08212-1 STILE AND RAIL WOOD DOORS Marriott Vail Mountain Resorts Meeting Rooms Construction 8/22/2004 1. Provide 1/8 -inch clearance at jambs, heads, and meeting stiles and 1/8 inch at bottom. At thresh- olds, provide 1/4 -inch clearance from bottom of door. C. Align factory- fitted doors in frames for uniform clearances. D. Repair, refinish, or replace factory - finished doors damaged during installation as directed by Architect. END OF SECTION 08212 STILE AND RAIL WOOD DOORS 08212-2 1 Marriott Vail Mountain Resorts Meeting Rooms Construction 8/22/2004 SECTION 08310 - ACCESS DOORS AND PANELS PART1- GENERAL 1.1 SECTION REQUIREMENTS A. Submittals: Product Data. B. Where fire -rated access doors are required, provide doors that comply with NFPA 80, are identical to door and frame assemblies tested for fire- test - response characteristics per UL IOB for vertical installa- tions and ASTM E 119 for horizontal installations and are labeled and listed by a testing and inspecting agency acceptable to authorities having jurisdiction. PART2- PRODUCTS 2.1 ACCESS DOORS AND PANELS A. Noninsulated, Fire -Rated Access Doors for Walls: Steel self- latching units with automatic closer. B. Flush Access Doors with Exposed Trim: Steel units. C. Locks: Flush to finished surface, screwdriver operated. PART 3 - EXECUTION 3.1 INSTALLATION A. Install access doors and panels accurately in position. Adjust hardware and door and panels for proper operation. B. Install firerated access doors and panels according to NFPA 80. END OF SECTION 08310 ACCESS DOORS AND PANELS 08310-1 Marriott Vail Mountain Resorts Meeting Rooms Construction 8/22/2004 SECTION 08411 - ALUMINUM-FRAMED STOREFRONTS ' PART 1- GENERAL 1.1 SECTION REQUIREMENTS A. Structural Performance: Provide systems, including anchorage, capable of withstanding loads indicated. 1. Main - Framing- Member Deflection: Limited to 1/175 of clear span or 3/4 inch, whichever is smaller. 2. Structural- Testing: Systems tested according to ASTM E 330 at 150 percent of inward and out- ward wind -load design pressures do not evidence material failures, structural distress, deflection ' failures, or permanent deformation of main framing members exceeding 0.2 percent of clear span. B. Air Infiltration: Limited to 0.06 cfm/sq. ft. of system surface area when tested according to ASTM E 283 C. Water Penetration: Systems do not evidence water leakage when tested according to ASTM E 331 at minimum differential pressure of 20 percent of inward acting wind load design pressure.. D. Submittals: Product Data, Engineered Shop Drawings, and color Samples. 1. For entrance systems, include hardware schedule and locations. PART2- PRODUCTS 2.1 ALUMINUM- FRAMED STOREFRONTS A. Kawneer TriFab 400 B. Aluminum: extrusions. C. Glazing: Specified in Division 8 Section "Glazing." D. Sealants and Joint Fillers: For joints at perimeter of systems as specified in Division 7 Section "Joint Sealants." E. Doors: 1 -3/4 -inch- thick glazed doors with minimum 0.125 -inch- thick, extruded tubular rail and stile members, mechanically fastened corners with reinforcing brackets that are deep penetration and fillet welded or that incorporate concealed tie -rods, snap -on extruded- aluminum glazing stops, and preformed ' gaskets. 1. Interior Doors: Provide ANSI/BHMA A156.16 silencers, three on strike jamb of single -door frames and two on head of double -door frames. 2. Exterior Doors: Provide compression weather stripping at fixed stops. At other locations, provide ' sliding weather stripping retained in adjustable strip mortised into door edge. 3. Hardware: As specified in Division 8 Section "Door Hardware." F. Fasteners and Accessories: Compatible with adjacent materials, corrosion - resistant, nonstaining, and nonbleeding. Use concealed fasteners except for application of door hardware. 08411-1 ALUMINUM -FRAMED STOREFRONTS I Marriott Vail Mountain Resorts Meeting Rooms Construction 8/22/2004 G. Fabrication: Fabricate framing in profiles indicated for flush glazing (without projecting stops). Provide subframes and reinforcing of types indicated or, if not indicated, as required for a complete system. Fac- tory assemble components to greatest extent possible. Disassemble components only as necessary for shipment and installation. 1. Door Framing: Reinforce to support imposed loads. Factory assemble door and frame units and factory install hardware to greatest extent possible. Reinforce door and frame units for hardware indicated. Cut, drill, and tap for factory - installed hardware before finishing components. H. Aluminum Finish: Comply with NAAMMs "Metal Finishes Manual for Architectural and Metal Prod- ucts." Clear anodic, Architectural Class II: AA- M12C22A31. 1. Color: As selected. PART 3 - EXECUTION 3.1 INSTALLATION ' A. Isolate metal surfaces in contact with incompatible metal or corrosive substrates, including wood, by painting contact surfaces with bituminous coating or primer, or by applying sealant or tape recommended by manufacturer. ' B. Install components to provide a weatherproof system. C. Install framing components true in alignment with established lines and grades to the following toler- ances: 1. Variation from Plane: Limit to 1/8 inch in 12 feet; 1/4 inch over total length. ' 2. Alignment: For surfaces abutting in line, limit offset to 1/16 inch. For surfaces meeting at cor- ners, limit offset to 1/32 inch. 3. Diagonal Measurements: Limit difference between diagonal measurements to 1/8 inch. D. Install doors without war or rack. Adjust doors and hardware to provide tight fit at contact points and smooth operation. END OF SECTION 08411 08411 -2 ALUMINUM -FRAMED STOREFRONTS 41 Marriott Vail Mountain Resorts Meeting Rooms Construction 8/22/2004 SECTION 08710 - DOOR HARDWARE PART 1- GENERAL 1.1 SECTION REQUIREMENTS ' A. Allowances: Provide hardware under Hardware Allowance in Division 1 Section "Price and Payment Procedures." B. Submittals: Hardware Schedule. C. Deliver keys to Owner. ' sted and listed by UL or FM (NFPA 80). On exit devices D. For fire -rated openings provide hardware te provide UL or FM label indicating "Fire Exit Hardware." PART 2 - PRODUCTS 2.1 HARDWARE A. Hinges: Provide the following: I. Stainless -steel or brass/bronze hinges with stainless -steel pins for exterior. 2. Nonremovable hinge pins for exterior and public interior exposure. 3. Ball- bearing hinges for doors with closers and entry doors. 4. Three hinges for 1 -3/4 -inch- (45 -mm -) thick doors 90 inches (2300 mm) or less in height; four hinges for doors more than 90 inches (2300 mm) in height. B. Locksets and latchsets as follows: 1. BHMA A156.2, Series 4000, Grade 1 for bored locks and latches. 2. BI MA A156.3, Grade 1 for exit devices. 3. Lever handles on locksets and latchsets,. 4. Provide trim on exit devices matching locksets. C. Key locks to Owner's existing master -key system. 1. Provide construction keying. 2. Provide key control system, including cabinet. D. Closers: Provide the following: . oom side) of door opening. Provide regular -arm, parallel -arm, or I Mount closers on interior side (r top -jamb- mounted closers as necessary. 2. Adjustable delayed opening (accessible to the disabled) feature on closers. E. Provide wall stops or floor stops for doors without closers. F. Provide hardware finishes as follows: I. Hinges: Matching finish of locksedlatchset. 08710-1 DOOR HARDWARE Marriott Vail Mountain Resorts Meeting Rooms Construction 8/22/2004 2. Locksets, Latchsets, and Exit Devices: Oil- rubbed, oxidized bronze;. 3. Closers: Matching finish of lockset/latchset. 4. Other Hardware: Matching finish of lockset/latchset. PART 3 - EXECUTION 3.1 INSTALLATION A. Mount hardware in locations recommended by the Door and Hardware Institute, unless otherwise indi- cated. 3.2 HARDWARE SCHEDULE A. As scheduled on construction documents END OF SECTION 08710 DOOR HARDWARE 08710-2 F t 1 1 1 1 1 1 1 1 1 1 1 1 1 Marriott Vail Mountain Resorts Meeting Rooms Construction 8/22/2004 SECTION 08800 - GLAZING PART1- GENERAL 1.1 SECTION REQUIREMENTS A. Submittals: Product Data. B. Safety Glass: Category I1 materials complying with testing requirements in 16 CFR 1201 and ANSI Z97.1. C. Comply with written instructions of glass product manufacturers; GANA's "Glazing Manual;' and publi- cations of GANA, AAMA, and SIGMA as applicable to products indicated, unless more stringent re- quirements are indicated. D. Insulating -Glass Units: Permanently mark with appropriate certification label of one of the inspecting and testing agencies indicated below: 1. Insulating Glass Certification Council. 2. Associated Laboratories, Inc.. 3. National Accreditation and Management Institute. PART 2- PRODUCTS PART 3 - EXECUTION 3.1 INSTALLATION A. Comply with combined recommendations of manufacturers of glass, sealants, gaskets, and other glazing materials, unless more stringent requirements are contained in GANA's "Glazing Manual." B. Set glass lites in each series with uniform pattern, draw, bow, and similar characteristics. END OF SECTION 08800 GLAZING 08800-1 fto Marriott Vail Mountain Resorts Meeting Rooms Construction 8/22/2004 SECTION 09260 - GYPSUM BOARD ASSEMBLIES ' PART 1 - GENERAL 1.1 SECTION REQUIREMENTS A. Submittals: Product Data. B. STC -Rated Assemblies: Provide materials and construction identical to assemblies whose STC ratings were determined according to ASTM E 90 and classified according to ASTM E 413 by a qualified inde- pendent testing agency. C. Fire - Resistance -Rated Assemblies: Provide materials and construction identical to assemblies tested ac- ' cording to ASTM E 119 by an independent testing and inspecting agency acceptable to authorities having jurisdiction. - PART 2 PRODU CTS 2.1 METAL FRAMING AND SUPPORTS ' A. Suspended and Furred Ceilings: Comply with ASTM C 645 and ASTM C 754. 1. Wire Ties: ASTM A 641, Class 1 zinc coating, soft temper, 0.062 inch thick. 2. Hangers: Wire, ASTM A 641, Class 1 zinc coating, soft temper, 0.162 -inch diameter. ' 3. Carrying Channels: Cold- rolled steel, 2 inches. 4. Furring Channels: 3/4 -inch- deep, cold - rolled channels. 5. Direct -hung grid suspension system for interior ceilings. ' B. Partitions: Comply with ASTM C 645. 1. Studs and Runners: In depth indicated and 0.0329 -inch thick, unless otherwise indicated. ' 2. Rigid Hat - Shaped Furring Channels: In depth indicated and 0.0179 -inch thick, unless otherwise indicated. 3. Furring Brackets: Adjustable serrated -arm type fabricated from corrosion - resistant steel sheet ' 0.0329 -inch thick. 4. Resilient Furring Channels: 1/2 -inch- deep, with single- or double -leg. 5. Z- Furring: Z- shaped members with face flange of 1 -1/4 inch, wall- attachment flange of 7/8 inch, and in depth required by insulation. 6. Hot -dip galvanized coating complying with ASTM A 653, G40 for framing members attached to and within 10 feet of exterior walls. 2.2 GYPSUM BOARD A. Gypsum board products in maximum lengths available to minimize end -to -end butt joints. 1. Gypsum Wallboard: ASTM C 36, in thickness indicated, with manufacturer's standard edges. Type as required for specific fire - resistance -rated assemblies. 09260-1 GYPSUM BOARD ASSEMBLIES Marriott Vail Mountain Resorts Meeting Rooms Construction 8/22/2004 17 'A ACCESSORIES A. Trim Accessories: Cornerbead, edge trim, and control joints complying with ASTM C 104 " 1, tormea from steel sheet zinc coated by hot -dip process or rolled zinc or plastic. B. Acoustical Sealant for Exposed and Concealed Joints: Nonsag, paintable, nonstaining latex sealant com- plying with ASTM C 834. C. Miscellaneous Materials: Auxiliary materials for gypsum board construction that comply with referenced standards. PART 3 - EXECUTION 3.1 INSTALLATION A. Install steel framing to comply with ASTM C 754 and with ASTM C 840 requirements that apply to framing installation. I . Isolate steel framing from building structure, except at floor, to prevent structural movement from transferring loading to partitions. gainst exterior walls, install asphalt felt strips or foam gaskets 2. Where studs are installed directly a between studs and wall. B. Install and finish gypsum panels to comply with ASTM C 840 and GA -216. 1. Isolate the perimeter of non -load- bearing gypsum board partitions where they abut structural ele- ments, except floors, by providing a 1/4- to 112 -inch- wide space between gypsum board and the structure. Trim edges with U -bead edge trim where edges of gypsum panels are exposed. Seal joints between edges and abutting structural surfaces with acoustical sealant. 2. STC -Rated Assemblies: Comply with ASTM C 919 for location of edge trim and closing off sound - flanking paths around or through gypsum board assemblies. 3. Fire - Resistance -Rated Assemblies: Comply with requirements of listed assemblies. 4. Cementitious Backer Units: Comply with ANSI A108.11. 5. Single -Layer Fastening Methods: Fasten gypsum panels to supports with screws. 6. Multilayer Fastening Methods: Fasten base layers and face layer separately to supports with screws. C. Finishing Gypsum Board Assemblies: Level 4 finish, unless otherwise indicated. END OF SECTION 09260 09260-2 , GYPSUM BOARD ASSEMBLIES Marriott Vail Mountain Resorts Meeting Rooms Construction 8/22/2004 SECTION 09512 - ACOUSTICAL TILE CEILINGS PART 1 - GENERAL 1.1 SECTION REQUIREMENTS A. Submittals: Product Data and material Samples. B. Acoustical Tile Ceilings: ASTM E 1264 for Class A materials, tested per ASTM E 84. C. Fire - Rating Ceiling Assemblies: ASTM E 119 and listed in UL's "Fire Resistance Directory," in ITS's "Certification Listings," or in the listing of another qualified testing and inspecting agency. PART 2- PRODUCTS 2.1 ACOUSTICAL TILE AC -1 A. To be Selected By Architect B. Size: 24x24 inches. PART 3 - EXECUTION 3.1 INSTALLATION A. Ceiling Suspension System Installation: ASTM C 636. B. Ceiling Suspension System Installation Requiring Seismic Restraint: 1. UBC Standard 25 -2. 2. CISCA's "Recommendations for Direct -Hung Acoustical Tile and Lay -in Panel Ceilings -- Seismic Zones 0 -2." 3. CISCA's "Guidelines for Seismic Restraint of Direct -Hung Suspended Ceiling Assemblies- - Seismic Zones 3 & 4." 4. ASTM E 580. END OF SECTION 09512 ACOUSTICAL TILE CEILINGS 09512- 1 Marriott Vail Mountain Resorts Meeting Rooms Construction 8/22/2004 SECTION 09680 - CARPET PART 1 - GENERAL 1.1 SECTION REQUIREMENTS A. Submittals: Product Data and color Samples. B. Comply with CRI 104, Section 6, "Site Conditions." C. Extra Materials: Deliver to Owner full -width carpet equal to 5 percent of each type and color carpet in- stalled, packaged with protective covering for storage. PART2- PRODUCTS 2.1 CARPET FC -1 A. Manufacturer, style and color to match existing lobby carpet PART 3 - EXECUTION 3.1 INSTALLATION A. Maintain uniformity of carpet direction and lay of pile. At doorways, center seams under door in closed position. Bind or seal cut edges as recommended by carpet manufacturer. END OF SECTION 09680 09680-1 CARPET L Marriott Vail Mountain Resorts Meeting Rooms Construction 8/22/20 SECTION 09910 - PAINTING ' PART 1 - GENERAL 1.1 SECTION REQUIREMENT finished metal surfaces, operating parts, labels, and materials obvi- ems unless otherwise indicated. A. Summary: Paint all exposed surfaces, new and existing, I. Do not paint prefinished it ously intended to be left exposed such as brick and tile. ' 2. Unless otherwise indicated do not paint concealed surfaces. B. Submittals: Product Data and color Samples. s: Full -coat finish sample (benchmark sample) v o f e PDCA P5 f coating, substrate, color, and fin- ' C. Mockup ft. Comply ish required in area of not less than 100 sq. stem from the same manufac- D. Obtain block fillers, primers, and undercoat materials for each coating sy ' turer as the finish coats. ' Extra Materials: Deliver to of Owner a 1 -gal. container, properly labeled and sealed, of each color and type E. of finish coat paint used on Project. I PART 2- PRODUCTS 21 PAINT A. To be selected by Architect ualit of coating types specified. B. Material Quality: Manufacturer's best -q Y manufac- C. Material Compatibility: Complete system of compatible components that is recommended by turer for application indicated. PART 3 - EXECUTION 3.1 APPLICATION paint manufacturer's written instructions for surface preparation, environmental and sub - A. Comply w ith p lication. strate conditions, product mixing, and app 3.2 INTERIOR PAINT APPLICATION SCHEDULE A. Concrete and Masonry: As follows: rimer. I Low- Luster, Acrylic Enamel: Two coats over p B. Concrete Masonry Units' As follows: I Low- Luster, Acrylic Enamel: Two coats over block filler. 09910 - l PAINTING e Marriott Vail Mountain Resorts Meeting Rooms Construction 8/22/2004 C. Gypsum Board: As follows: 1 . Eggshell Acrylic: Two coats over primer. 11. Stained Woodwork: As follows: 1 • Alkyd- Based, Satin Varnish: Two coats clear -satin varnish over sealer and wood stain. E. Natural - Finish Woodwork: As follows: 1 • Alkyd- Based, Satin Varnish: Two coats clear -satin varnish over sealer. END OF SECTION 09910 PAINTING 09910-2 SECTION 13851 - FIRE ALARM 1.1 SECTION REQUIREMENTS A. Submit system plans, connection diagrams, and component descriptions to authorities having jurisdiction. B. Comply with NFPA 70. C. Comply with NFPA 72. D. UL listed and labeled. 1.2 MANUFACTURERS 1. Manufacturers: Subject to compliance with requirements, match existing manu- facturer. 1.3 ALARM - INITIATING DEVICES A. Manual Pull Stations: Single action, metal or plastic, red in color with molded, raised - letter operating instructions in contracting color. B. Smoke Detectors: UL 268, 24 -V dc, self- restoring, photoelectric type, plug -in arrange- ment. 1.4 ALARM - INDICATING DEVICE A. Horns: Electric- vibrating - polarized type, 90 dB at 10 feet. B. Visual Alarm Device: ADA compliant, synchronized, Xenon - strobe lights with the word "FIRE" engraved in 1 -inch- high letters. Rated Light Output: 15/75 candela unless oth- erwise indicated. 1.5 MISCELLANEOUS COMPONENTS A. Wires: Solid copper, with 600 4- rated, 75 deg C, color -coded insulation, as required by system manufacturer. 1. Low - Voltage Circuits: No. 18 AWG, minimum. 2. Line - Voltage Circuits: No. 12 AWG, minimum. 3. Power- Limited Circuits: NFPA 70, types FPL, FPLR, FPLP. 1.6 INSTALLATION A. Install and test systems according to NFPA 72. B. Wiring Method: Install wiring in metal raceways. C. Ground cable shields and equipment. AA #2004 7890 13851 -1 08/12/04 © 2004 Alvine and Associates, Inc. D. Maintain functionality of the existing fire alarm system during construction. Coordinate outages with the Owner and the Fire Marshal. Provide required panel modifications and programming to the existing fire alarm control panel. END OF SECTION 13851 AA #2004 7890 13851 -2 08/12/04 © 2004 Alvine and Associates, Inc. r- SECTION 13930 - WET -PIPE FIRE SUPPRESSION SPRINKL 1.1 SECTION REQUIREMENTS A. Submittals! Product Data for valves, sprinklers, specialties, and alarms and calculations 1, Submit sprinkler system drawings identified as "working plans" according to NFPA 13. Submit required roval. Include t system hydraulic a calc g ula- ' risdiction for review, comment, an pp tions where applicable. 2. Submit test reports and certificates as described in NFPA 13. ' and Installation Approval: Acceptable to authorities having jurisdiction. B. Design C. Hydraulically design sprinkler systems according to NFPA 13, D. Comply with NFPA 13 and 70. E. UL- listed and - labeled and FM- approved pipe and fittings. 1.2 PIPE AND FITTINGS ' A. Steel Pipe: ASTM A 53, ASTM A 135, or ASTM A 795. B. Cast -Iron Threaded Flanges: ASME B16.1, Class 250, raised ground face, bolt holes ' spotfaced. C. Cast -Iron Threaded Fittings: ASME B16.4, Class 250, standard pattern. 65 -45 -12 ductile ' D. Grooved -End Fittings: UL- listed and FM- approved, ASTM A 536, Grade iron or ASTM A 47 Grade 32510 malleable iron, with grooves or shoulders designed to accept grooved couplings. ' lin UL 213, ASTM A 536 ductile -iron or ASTM A 47 malleable -iron E Grooved -End Couplings: housing, with enamel finish. Include gaskets, bolts, and accessories. 1 F Wrought- Copper Fittings: ASME 81 6.22, streamlined pattern. G. Steel Press -Seal Fittings: UL 213, FM app roved, 175 -psig pressure rating, for use with Schedule 5, pain -end, steel pipe and fitting manufacturer's pressure sealing tools. n- l ' s, and pipe stop. dude carbon -steel housing, butylene O -ring ' 1.3 SPRINKLERS A. Automatic Sprinklers: With heat - responsive element complying with: 1 UL 199, for applications except residential, 2. UL 1767, for early- suppression, fast -resp onse applications. B. Sprinkler Types and Categories: Nominal 112 -inch orifice for "Ordinary" temperature classification rating, unless otherwise indicated or required by a pp lication. ' C Sprinkler types include the following: 08/17104 t 15930 -1 AA #2004 7890 9 2004 Alvine and Associates, Inc. 1. Extended coverage and quick - response sprinklers. D. Sprinkler Finishes: Color selected by Architect. E. Sprinkler Escutcheons: Color selected by Architect, one piece, flat. 1.4 PIPE AND FITTING APPLICATION A. Use steel pipe with threaded, roll - grooved, or cut - grooved joints. 1. For steel pipe joined by threaded fittings, use Schedule 40. 2. For steel pipe joined by welding or roll - grooved pipe and fittings, use Schedule 10. 1.5 SPRINKLER APPLICATIONS A. Rooms without Ceilings: Upright sprinklers. B. Rooms with Suspended Ceilings: Flush concealed sprinklers. C. Wall Mounting: Sidewall sprinklers. D. Spaces Subject to Freezing: Pendent dry -type, and sdewall dry -type sprinklers. E. Special Applications: Use extended coverage, and quick- response sprinklers where indi- cated. F. Sprinkler Finishes: Color selected by Architect in finished spaces exposed to view, rough bronze in unfinished spaces not exposed to view, and dull chrome in residential spaces. G. Install sprinklers in suspended ceilings in center of panels. H. Acceptance." END OF SECTION 13930 AA #2004 7890 15930 -2 08117/04 © 2004 Alvine and Associates, Inc. SECTION 1 5010 -GENERAL MECHANICAL RE 1.1 WARRANTIES `^w after the date oflsubsttantialncomplet on. The Contractor lt shall reS A. The Contractor shall for a period of one yea r become defective pair or replace, at no additional cost to the Owner, any item which may item installed within the warrant period. Any manufacturers' warranties concerning any will run to the benefit of the Owner. 1.2 1.3 1.4 1.5 1.6 QUESTIONS OF INTERPRETATION If questions arise during the bidding process regarding the meaning of any portion of the contract documents, the prospective Ar eib itidverinteapretabont or clarification of the contract tect/Engineer for clarification. y documents will be bid date. The Architect/ Eng ne each er shall be theso sole holding judge regarding in- ments, prior to the bid d terpretations of conflicts within contract documents. L CONTRACT DOCUMENT DISCREPANCIES If any ambiguities should appear in the contract documents, the Contractor shall request clarification from the Architect/Engineer eest no excuse thereafter be entertained r for fails to make such r for failure to carry request, out the work in a manner the Contractor A iis deemed Engineer. to have estimated the more c ex- within the contract documents, pensive way of doing the befo e subm ssion of prop sed methods oAmaterialsn was requested and obtained A. CODES A. The work shall be performed by persons skilled in the trade involved and shall be done in a manner consistent with norm led industry editions of t applicable codes and standards. appli- cable sections of currently adopt B. Where there is a conflict between ope stra gent the contract documents. e Items that have precedence only when it is are allowed by the code but are less stringent than those specified shall not be substi- tuted. PERMITS A. The Contractors shall familiarize t m el All permits licenses, requirements dl inspections and arrange- fees, etc., and shall comply with obtain local rules n a d regulations and charges ments required for the work shall s ties shall be installed in accordance shall be paid by the Contractor. MATERIALS AND EQUIPMENT SUBSTITUTIONS A. The Contractor's options in selecting materials and equipment are limited by require- ments of the contract documents and governing regulations. AA #2004 7890 15010 -1 © 2004 Alvine and Associates, Inc. 08/10104 B. Proposed substitutions will be judged on the basis of quality, performance, appearance and on the governing space limitations. The reputation of the manufacturer, delivery time requirements, and the availability of repair or replacement parts may also be considered. C. The Architect/Engineer shall be the sole and final judge as to the suitability of substitution items. 1.7 SUBMITTALS A. Shop Drawings and Product Data: The Contractor shall submit shop drawings and product data to the Archi- tect/Engineer for review. Unless otherwise noted, submit a minimum of six (6) copies of shop drawings and product data. A minimum of four (4) copies will be returned to the Contractor. a. Shop drawings are drawings, diagrams, schedules and other data spe- cifically prepared for this project by the Contractor or any manufacturer. b. Product data are illustrations, standard schedules, performance charts, instruction brochures, diagrams and other information furnished by the Contractor to illustrate a material, product or system. The Contractor shall not be relieved of responsibility for any deviation from the requirements of the contract documents by the Architect/Engineer's review of shop drawings, product data or samples. The Contractor shall not be relieved from responsibility for errors or omissions in the shop drawings, product data or samples by the Architect/Engineer's review of those drawings. B. Operation and Maintenance Manuals: The Contractor shall prepare three (3) Operation and Maintenance Manuals for the equipment furnished. Manuals shall be submitted to the Architect/Engineer for review and distribution to the Owner not less than 30 days prior to substantial completion of the project. END OF SECTION 15010 AA #2004 7890 15010 -2 08/10/04 © 2004 Alvine and Associates, Inc. 1 ' SECTION 15050 - MATERIALS AND METHODS 1.1 EXECUTION A. Fabrication, erection and installation of the complete mechanical system shall be done by qualified personnel experienced in such work and shall proceed in an orderly manner so as not to hold up the progress of the project. Equipment and systems shall be installed in ' accordance with manufacturer's instructions, requirements or recommendations. 1.2 DELIVERY AND STORAGE OF MATERIALS 1 A. Each Contractor shall make provisions for the delivery and safe storage of materials and shall make the required arrangements with other Contractors for the introduction into the building of equipment too large to pass through finished openings. 1.3 COOPERATION WITH OTHER CONTRACTORS A. Perform the mechanical work in conformance with the construction called for by other trades and afford other contractors reasonable opportunity for the execution of their work. Properly connect and coordinate the mechanical work with the work of other contractors at such time and in such a manner as not to delay or interfere with their work. 1 1.4 COORDINATION OF WORK A. The Mechanical Contractor shall plan all work so that it proceeds with a minimum of inter- , ference with other trades. The Mechanical Contractor shall cooperate with all other con- tractors in furnishing material and information, in proper sequence, for the correct location of all sleeves, inserts, foundations, wiring, etc. The Mechanical Contractor shall pay for all extra cutting and patching made necessary by his failure to properly direct such work at the correct time. B. Unless otherwise indicated, all motors, equipment, controls, etc., shall be furnished, set in place and wired in accordance with the following schedule. Furn. Set Power Control Item By By Wiring Wiring Equipment motors MC MC EC -- y Fused and unfused discon- nect switches, thermal over- load and heaters EC EC EC -- Thermostats MC MC EC MC MC = Mechanical Contractor EC = Electrical Contractor 1.5 ELECTRICAL WIRING A. All wiring and conduit shall be run parallel to, or at right angels to, the building structure and shall be concealed in finished spaces. B. All electric wiring shall be done in accordance with the National Electrical Code. All line voltage and low voltage wire shall be installed in flexible conduit or electrical metallic tub- AA #2004 7890 15050 -1 08/10/04 © 2004 Alvine and Associates, Inc. ing. Conduit may be run exposed in mechanical rooms or in areas where other piping is exposed. 1.6 LAYING OUT WORK data and A. The Contractor shall carefully lay out all work in advance of installation using measurements from the site, the appropriate architectural and structural drawings, and shop drawings. Equipment layout and ten l a layouts ndcode required confirm adequate clear- iredcl clearances from the ances for installation, operation, mai ance structure or other equipment and systems. The layouothealcontractors. problems o opera tion, maintenance or clearance for items installed by 1 DATA AND MEASUREMENTS A. The data given herein and on the drawings is as shall r obtain c exact b tocatCOnsa measure accuracy is not guaranteed. The all adapt their work to actual conditions. The Con- ments, levels, etc., at the site and sh ' ra tractor shall examine the General Construction, Mechanical, wings, Electrical, t r ucturaldawinngs cable drawings and the Speciffiiiccatio zed O nly A rc tionsuMechan gal and Electrical draw - and site measurements may ings are diagrammatic or schematic. 1.8 POSITION OF DEVICES A. Locate devices mounted on finished surfaces with regard to paneling, furring, trim, etc. Where several devices occur in a room, they shall be symmetrically arranged as re- viewed by the Architect/ Engineer. 1.9 PROTECTION OF APPARATUS A. Take such precautions as necessary to properly protect all apparatus, fixtures, appli- stallations from damage of any kind. ances, material, equipment and in 1.10 ACCESS TO EQUIPMENT A. All motors, terminal boxes, valves, control devices, nd and maintenance; shall nance; if concealed located s access provide for easy access for operation, p doors shall be provided. Access doors (AD) required for access to equipment requiring inspection or service shall be provided. 1.11 EXAMINATION OF PREMISES sideration all such conditions which may affect the The bid proposal shall take into e premises and all conditions thereon and/or therein. A. The Contractor shall examine th work under this contract. 1.12 ROADWAYS, CURBS AND WALKS A. The Contractor shall use every possible precaution to prevent injuries to roadways, curbs and walks on or adjacent to the site of the work. 1.13 WORK IN EXISTING BUILDINGS A, General: All work in the existing building, in on the drawings or specified herein, shall be executed with a minimum amount of interference with the normal activities of the 08/ 10104 15050 -2 AA #2004 7890 © 2004 Alvine and Associates, Inc. 1.14 SLEEVES AND FRAMES A. Ducts passing through masonry walls shall be installed in steel angle iron frames and sleeves. All sleeves and frames shall be securely fastened to the walls. Provide for structural lintels in masonry wall openings. Ducts passing through openings in poured concrete walls and floors need not have frames. B. Piping passing through masonry or concrete floors and walls shall be installed with Schedule 40 pipe sleeves sized to allow insulated pipe to pass through and with sufficient annular space to allow fire sealant. Cored openings through poured concrete walls and floors need not have sleeves. i�. 1.15 FIRESTOPPING PENETRATIONS IN FIRE -RATED WALL / FLOOR ASSEMBLIES A. Contractors shall provide proper sizing when providing sleeves or core - drilled holes to accommodate their through penetrating items. All voids between sleeve or core - drilled hole and pipe passing through shall be firestopped to meet the requirements of ASTM E814. AA #2004 7890 15050 -3 08/10/04 © 2004 Alvine and Associates, Inc. occupants of the building. All work shall be scheduled in advance with the Owner and shall not proceed without the Owner's written approval. B. Utilities: Utilities shall not be interrupted without the Owner's prior written approval re- garding the time and duration of such interruptions. C. Fire Alarm System: The existing fire alarm system shall remain functional throughout construction. As a minimum, the existing degree of protection shall be maintained for all areas. All required outages shall be coordinated with the Owner and the Fire Marshal. D. Welding: The Owner shall be notified before starting welding or cutting. Fire extinguish- ers shall be immediately accessible when welding or cutting with an open flame or arc. Welding or cutting with an open flame or arc shall be stopped not less than one hour be- fore leaving the premises. E. Noisy Operations: Noisy operations such as those involving use of air hammers, etc., in ' demolition, or cutting of openings shall be scheduled with the Owner. F. Occupancy: The Owner will continue to occupy the building and carry on normal activity. Each Contractor shall protect the occupied areas from dust, smoke, etc., by a method re- viewed by the Arch itect/Engineer. G. Owner's Right to Direct Work: The Owner shall have the right to direct the places of be- ginning work, its prosecution, and the manner in which all work this under contract is to be conducted, insofar as may be necessary to secure the safe and proper progress and quality of the work. H. Cutting Patching: and Each Contractor shall be responsible for all cutting and patching required for the work. Patching shall be done by craftspersons skilled in the trade in- volved and shall be prepared to receive paint. I. Existing Piping, Ductwork or Mechanical Equipment: If any existing piping, ductwork or mechanical equipment is encountered which would interfere with the proper installation of new work, it shall be removed or relocated as required or as directed by the Archi- tect/Engineer. 1.14 SLEEVES AND FRAMES A. Ducts passing through masonry walls shall be installed in steel angle iron frames and sleeves. All sleeves and frames shall be securely fastened to the walls. Provide for structural lintels in masonry wall openings. Ducts passing through openings in poured concrete walls and floors need not have frames. B. Piping passing through masonry or concrete floors and walls shall be installed with Schedule 40 pipe sleeves sized to allow insulated pipe to pass through and with sufficient annular space to allow fire sealant. Cored openings through poured concrete walls and floors need not have sleeves. i�. 1.15 FIRESTOPPING PENETRATIONS IN FIRE -RATED WALL / FLOOR ASSEMBLIES A. Contractors shall provide proper sizing when providing sleeves or core - drilled holes to accommodate their through penetrating items. All voids between sleeve or core - drilled hole and pipe passing through shall be firestopped to meet the requirements of ASTM E814. AA #2004 7890 15050 -3 08/10/04 © 2004 Alvine and Associates, Inc. 1.16 TEST REPORTS A. Upon completion of the work, the entire system shall be tested and proven for capacity of equipment, motors shall be checked for overload and bets adjusted. Lubricate all spaces. All - motors ing parts and clean or replace filters. B. Submit three (3) copies of all tests to the Architect/Engineer for review prior to date of substantial completion. END OF SECTION 15050 AA #2004 7890 15050 -4 08110104 © 2004 Alvine and Associates, Inc. �1 � I � I I I I I I I I I I I 11 - I I I I I I I I SECTION 15055 - COMMON PIPING R EQUIREMENTS 1.1 SUPPORTING DEVICES A. Hanger and Pipe Attachments: Factory fabricated with galvanized coatings; nonmetallic coated for hangers in direct contact with copper tubing. B. Building Attachments: Powder - actuated -type, drive -pin attachments with pullout and shear capacities appropriate for supported loads and building materials; UL listing and FM approval for fire - protection systems. C. Mechanical- Anchor Fasteners: Insert -type attachments with pullout and shear capacities appropriate for supported loads and building materials; UL listing and FM approval for fire - protection systems. 1.2 INSTALLATION A. Install piping free of sags and bends. B. Install fittings for changes in direction and branch connections. C. Install sleeves for pipes passing through concrete and masonry walls, gypsum -board par- titions, and concrete floor and roof slabs. D. Fire - Barrier Penetrations: Seal pipe penetrations with through - penetration firestop sys- tems specified in Division 7. E. Install unions adjacent to each valve and at final connection to each piece of equipment. F. Install dielectric unions and flanges to connect piping materials of dissimilar metals in gas, compressed air, and vacuum piping. G. Install dielectric coupling and nipple fittings to connect piping materials of dissimilar met- als in water and steam piping. 1.3 HANGERS AND SUPPORTS A. Install building attachments within 1concrete udins flanges, strain, stl expansion on tachments at concentrated load 9 valve joints, and at changes in direction of piping. B. Install powder- actuated drive -pin fasteners in concrete after concrete is cured. Do not use in lightweight concrete or in slabs less than 4 inches thick. C. Install mechanical- anchor fasteners in concrete after concrete is cured. Do not use in lightweight concrete or in slabs less than 4 inches thick. D. Support fire - protection system piping independent of other piping. E. Load Distributionwi will be supports so to connected live and dead loading and stresses from movement equipment. END OF SECTION 15055 AA #2004 7890 15055 -1 08110/04 © 2004 Alvine and Associates, Inc. SECTION 15080 - MECHANICAL INSULATION 1.1 SECTION REQUIREMENTS A. Submittals: Product Data for each type of mechanical insulation B. Quality Assurance: Labeled with maximum flame- spread rating of 25 and maximum smoke- developed rating of 50 according to ASTM E 84. 1.2 PIPE INSULATION A. Preformed Glass -Fiber Pipe Insulation: ASTM C 547, Class 1, with factory - applied, all - purpose, vapor- retarder jacket. 1.3 DUCT AND EQUIPMENT INSULATION A. Glass- Fiber - Blanket Insulation: Glass fibers bonded with a thermosetting resin;. Comply with ASTM C 553, Type II, without facing and with all- service jacket manufactured from kraft paper, reinforcing scrim, aluminum foil, and vinyl film. 1.4 INSTALLATION A. Install vapor barriers on insulated pipes with surface operating temperatures below 60 deg F. B. Insulate fittings, valves, and specialties. C. Seal vapor- barrier penetrations for hangers, supports, anchors, and other projections. D. Coat glass -fiber pipe insulation ends with vapor- barrier coating. E. Interior Walls and Partitions Penetrations: Apply insulation continuously through walls and partitions, except fire -rated walls and partitions. F. Fire -Rated Walls and Partitions Penetrations: Terminate insulation at penetrations through fire -rated walls and partitions. Seal around penetration with through - penetration firestop systems specified in Division 7. G. Floor Penetrations: Terminate insulation at the underside of the floor assembly and at the floor support at top of floor. Seal around penetration with through - penetration firestop systems specified in Division 7. H. Glass -Fiber Insulation Installation: Bond insulation to pipe with adhesive. Seal seams and joints with vapor- barrier compound. I. Interior Piping System Applications: Insulate the following piping systems: 1. Domestic hot water / domestic cold water. 2. Recirculated domestic hot water. 3. Hydronic heating and cooling piping. J. Pipe Insulation Thickness Application Schedule: Insulate piping with the following mate- rials and thicknesses: AA #2004 7890 15080 -1 08/10104 © 2004 Alvine and Associates, Inc. 1. Domestic Cold Water, Hot Water, and Recirculated Hot Water: 1/2 -inch pre- formed glass- fiber pipe insulation. 2. Hydronic Heating and Cooling Piping, 0 to 100 Deg F: 1 -inch preformed glass - fiber pipe insulation. 1 Hydronic Heating Piping, 100 to 200 Deg F: 1 inch preformed glass -fiber pipe in- sulation. K. Install duct insulation as follows: 1. Install insulation continuously on ducts that penetrate walls and floors, except at fire -rated assemblies terminate insulation at the assembly. Maintain insulation vapor retarder on cold duct. 2. Install removable or segmented insulation on access panel and doors. 3. Install vapor barriers on insulated ducts and plenums with surface operating tem- peratures below 60 deg F. Seal joints and seams to maintain vapor barrier on insulation requiring a vapor barrier. 4. Taper glass -fiber insulation ends at a 45- degree angle and seal with adhesive. Cut ends of flexible elastomeric cellular insulation square and seal with adhesive. 5. Blanket Insulation Installation: Bond ducts having long sides or diameters smaller than 24 inches with bonding adhesive applied in 6 -inch- wide transverse strips on 12 -inch centers. Bond ducts having long sides or diameters 24 inches and larger with anchor pins spaced 12 inches apart each way. Apply bonding adhesive to prevent sagging of insulation. Overlap joints 3 inches. Seal joints, breaks, and punctures with vapor- barrier compound. L. Duct System Applications: Insulate all indoor supply -, return -, and outside -air ducts. M. Duct Insulation Thickness and Application Schedule: Insulate ducts with the following materials and thicknesses: 1. Concealed Applications: Fiberglass blanket, 1 -1/2 inches thick. END OF SECTION 15080 1 I � 1 I AA #2004 7890 15080 -2 08/10/04 © 2004 Alvine and Associates, Inc. SE CTION 15110 - VALVES 1.1 GENERAL -DUTY VALVES A. End Connections: Threads shall comply with ANSI B1.20.1. Flanges shall comply with ANSI B16.1 for cast -iron valves and ANSI 616.24 for bronze valves. Solder -joint connec- tions shall comply with ANSI B16.18. B. Gate Valves: Class 125, cast- bronze body and bonnet; with solid disc, copper - silicon al- loy stem, brass packing gland, "Teflon" impregnated packing. C. Ball Valves: Rated for 150 -psig saturated steam pressure, 400 -psig WOG pressure; 2- piece construction; with bronze body, standard (or regular) port, chrome - plated brass ball, replaceable "Teflon" or "TFE" seats and seals, blowout -proof stem, and vinyl - covered steel handle. D. Globe Valves: Class 125; body and screwed cast - bronze bonnet; with brass or replace- able composition disc, copper - silicon alloy stem, brass packing gland, 'Teflon" impreg- nated packing. 1.2 INSTALLATION A. Use gate and ball valves for shutoff duty; globe and ball for throttling duty. B. Locate valves for easy access and provide separate support where necessary. C. Install valves for each fixture and item of equipment. D. Install valves in horizontal piping with stem at or above center of pipe. E. Install valves in a position to allow full stem movement. END OF SECTION 15110 AA #2004 7890 15110 -1 08/10/04 © 2004 Alvine and Associates, Inc. SECTION 15181 - HYDRONIC PIPING 1.1 GENERAL A. Summary: Heating and cooling water piping and condensate drain piping. B. ASME Compliance: Comply with ASME 831.9, "Building Services Piping," for materials, products, and installation. Safety valves and pressure vessels shall bear the appropriate ASME label. C. Fabricate and Stamp: Air separators and compression tanks to comply with ASME Boiler and Pressure Vessel Code: Section VIII, Division 1. 1.2 PIPES AND TUBES A. Hard Copper Tubing: ASTM B 88, Type L. B. Soft Copper Tubing: ASTM B 88, Type K. C. Steel Pipe: ASTM A53, Type E (electric- resistance welded), Grade A, Schedule 40, plain ends. 1.3 FITTINGS A. Wrought- Copper Fittings: ANSI 816.22. B. Cast -Iron Threaded Fittings: ASME B16.4, Classes 125, 150, and 300. C. Cast Bronze Flanges: ANSI B16.24, Class 150; raised ground face, bolt holes spot faced. D. Unions: Malleable -iron, Class 150, hexagonal stock, with ball- and - socket joints, metal -to- metal bronze seating surfaces; female threaded ends. E. Flexible Connectors: Stainless -steel bellows with woven, flexible, bronze, wire - reinforcing protective jacket; 150 -psig minimum working pressure, 250 deg F maximum operating temperature. 1.4 JOINING MATERIALS A. Solder Filler Metals: ASTM B 32, 95 -5 tin - antimony. B. Brazing Filler Metals: AWS A5.8, Silver Classification BAg 1. C. Gasket Material: Thickness, material, and type suitable for fluid to be handled, and de- sign temperatures and pressures. 1.5 SPECIAL -DUTY VALVES A. Calibrated Plug Valves: 125 -psig water working pressure, 250 deg F maximum operating temperature, bronze body, plug valve with calibrated orifice. Provide with connections for portable differential pressure meter with integral check valves and seals. Valve shall have integral pointer and calibrated scale to register degree of valve opening. AA #2004 7890 15181 -1 08/10/04 © 2004 Alvine and Associates, Inc. B. Combined Pressurerfemperature -Rel e ts of the ASME Boiler Safety-relief n annd Pressure to tured, tested, and labeled according working press and 250 deg F maximum operat- Vessel Code: Section IV, for 125 -psig 9 P ing temperature. 1.6 HYDRONIC SPECIALTIES A. Manual Air Vent: Bronze body and nonferrous internal parts; 150 -psig working pressure, 225 deg F operating temperature; manually operated with screwdriver or thumbscrew; with NPS 118 discharge connection and NPS 112 inlet connection. si working pressure; cast -iron body (ASTM A 126, Class B), B. Y- Pattern Strainers: 125 -p 9 ded connections for NPS 2 and smaller, flanged ends for NPS 2 -112 and larger, threaded bolted cover, perforated Type 304 stainless -steel basket, and bottom drain connection. 1 INSTALLATION wrought- copper fittings and solder joints for NPS 2 and A. Install hard copp er tubing with er tubing for NPS 2 and smaller smaller, aboveground, within building. Install soft copp without joints, under or within slabs. B. Install steel pipe with threaded joints and fittings. C. Install drains at low points in mains, risers, and brae branch linespconsisting of a tee fitting, NPS 314 ball valve, and short NPS 31 4 D. Install piping at a uniform slope of 0.2 percent upward in the direction of flow. E. Make reductions in pipe sizes using eccentric reducer fitting installed with level side up. ers which shall have takeoff out the top of the main line. F. Install branch connections to mains using tee fittings in main with takeoff out the bottom of the main, except for up feed ns G. Install unions in pipes NPS 2 and smaller, adjacent to each valve, at final connections each piece of equipment, and elsewhere as indicated. Unions are not required on flanged devices. alves, apparatus, and equipment having NPS 2 -112 and larger connec- H. Install flanges on v tions. I side of each control valve, pressure- reducing valve, pressure - I. Install strainers on supply regulating valve, solenoid valve, in -line pump. J. Anchor piping to ensure proper direction of expansion and contraction. K. Install hanger minimum rod sizes and maximum spacing as required by the applicable Mechanical Code. and packing of valves and accessible internal parts at piping spe- L. Remove stems, seats, cialties before soldering or brazing. 1 VALVE INSTALLATIONS A. Shutoff Duty: Use gate, ball, and butterfly valves. 08/10104 15181 -2 AA #2004 7890 © 2004 Alvine and Associates, Inc. B. Throttling Duty: Use globe, ball, and butterfly valves. C. Install shutoff-duty valves at each branch connection to supply mains, at supply connec- tion to each piece of equipment, and elsewhere as indicated. D, Install throttling -duty valves at each branch connection to return mains, at return connec- t tions to each piece of equipment, and elsewhere as indicated. E. Install calibrated plug valves on the outlet of each heating or cooling element and else- ' where as required to facilitate system balancing. F. Install drain valves at low points in mains, risers, branch lines, and elsewhere as required for system drainage. G. Install manual air vents at high points in the system, at heat transfer coils, and elsewhere as required for system air venting. 1.9 TESTING, ADJUSTING, AND BALANCING _ A. Clean and flush hydronic piping systems. Remove, clean, and replace strainer screens. one and one -half times design pres- B. Hydrostatically test completed piping at a pre ssure sure. Isolate equipment before testing piping. Repair leaks and retest piping until there p 9 are no leaks. C. Balance water flow within distribution system, including submains, branches, and termi- nals, to indicated quantities. END OF SECTION 15181 � I I' ' AA #2004 7890 15181 -3 08/10104 © 2004 Alvine and Associates, Inc. 1 SECTION 15763 FAN -COIL UNITS PART 1 - GENERAL 1.1 RELATED DOCUMENTS eneral provisions of the Contract, including General and Supplementary A. Drawings and g p Conditions and Division 1 Sp ecification Sections, apply to this Section. 12 SUMMARY A. This Section includes fan -coil units and accessories. 1.3 SUBMITTALS A. Product Data: Include specialties and accessories for each unit type and configuration. B. Shop Drawings: Submit the following for each fan -coil unit type and configuration: 1. Plans, elevations, sections, and details. supported equipment. 2. Details of anchorages and attachments to structure and to 3. Power, signal, and control wiring diagrams. Differentiate between manufacturer - installed and field - installed wiring. installed, and operat- 4. Equipment schedules to include rated capacities; shipping, ing weights; furnished specialties; and accessories. C. Maintenance Data: For fan -coil units to include nten.a memanuals sp e c the d f n Di- - vision 1 or Division 15 Section "General Mechanical ing: . rts lists for motors, coils, integral controls, Maintenance schedules and repair pa and filters. 1.4 QUALITY ASSURANCE A. Electrical Components, Devices, and Acceacceptable Itoeauthorities jurisdiction, defined ti having NFPA 70, Article 100, by a testing agency and marked for intended use. 1.5 COORDINATION components O A. Coordinate layout and that ceilings or installation ated by them, including light fix - t s supp suspension system with other construction penetrates tures, HVAC equipment, fire - suppression- system components, and partition assemblies. 08110/04 15763 -1 AA #2004 7890 © 2004 Alvine and Associates, Inc 1.6 EXTRA MATERIALS described below that match products installed and that are pack- A. Furnish extra materials aged with protective covering for storage and identified with labels describing contents. 1. Fan -Coil Unit Filters: Furnish spare filter for each filter installed. PART 2 - PRODUCTS 2.1 MANUFACTURERS one of the A. Manufacturers: Subject to compliance with requirements, provide products by following: 1 ENVIRO -TEK. 2.2 CONFIGURATION A. Vertical Units: An assembly for floor -to -floor mounting, including cabinet, filter, chassis, coil, drain pan, removable fan assembly, and motor in bao ory mounted, t heat hydronic cooling coil and hydronic heating coil. Two -way Y ing and cooling control valve package. 2 MATERIALS A. Chassis. Galvanized steel, with flanged edges. B. Coil Section Insulation: 1 -inch duct liner complying with ASTM C 1071 and attached with adhesive complying with ASTM C 916. 1. Fire - Hazard Classification: Duct m ing of 501when tested accord flame- spread rating of 25 and smoke-developed rat s ing to ASTM E 84. C. Drain Pans: Stainless steel, with connection pan hall be formed to slope insulated dire polystyrene or polyurethane insulation. Dr tions to drain connection. D. Cabinet: Galvanized steel, with removable panels. d steel, with 1 Vertical Unit Front Panels: Removable, 9 hann o med edge, grilles, recessed panel and panel frame, tion on back of panel. 2.4 WATER COILS A. Primary Coil: Copper tube, with mechanically bonded aluminum fins spaced no closer than 0.1 inch and with manual air vent. Coils oils h all be e rat ed f of a minim 9 F working p sure of 300 psig and a maximum AA #2004 7890 © 2004 Alvine and Associates, Inc 08110/04 B. Auxiliary Heating Coil: Two row, copper tube, with mechanically bonded aluminum fins be ratd for a mini spaced no closer than 0.1 boo and and a maximum entering water empeeature of 220 mum working pressure of p 9 deg F. 2.5 2.6 2.7 2.8 2.9 FAN A. Centrifugal, with forward - curved, d ubl connected to l or V belt driven galvanized n from motor. steel or thermoplastic material, Y FAN MOTORS A. Motors for Direct -Drive Units: Permanent -split capacitor, multispeed motor with integral thermal - overload protection and resilient mounts. B. Wiring Terminations: Match conductor materials and sizes of connecting power circuit. Connect motor to chassis wiring with plug connection. ACCESSORIES A. Filters: 1 -inch- thick, throwaway filters in fiberboard frames. CONTROL SYSTEMS tat (match A. Four -Pipe, Valve Cycle: Wall -m l fates eed switch, cycles 2X way el c� build- aloes (chilled ing), with deadband and manna p and hot water). SOURCE QUALITY CONTROL A. Test and rate units according to ARI 440. B. Test unit coils according to ASHRAE 33. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas to receive fan -coil units for oe with requirements for installation tolerances and other conditions affecting p erformance. B, Examine roughing - in for piping and electrical connections to verify actual locations before fan -coil unit installation. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. Install fan -coil units level and plumb. B. Install fan -coil units to comply with NFPA 90A. 08/10/04 15763 -3 AA #2004 7890 © 2004 Alvine and Associates, Inc 3.3 CONNECTIONS A. piping installation requirements are specified in other eDaltesn 15 Sections. Drawings in- dicate general arrangement of piping, fittings, and sp B. Unless otherwise indicated, install shutoff valve on supply and automatic balance valve on return and union or flange at each connection. C. Install piping adjacent to machine to allow service and maintenance. D. Ground equipment. E. Tighten electrical connectors and terminals according to manufacturer's published torque- tightening values. If manufacturer's torque values are not indicated, use those specified in UL 486A and UL 486 B 3.4 CLEANING paint splatters nspect cabinet for A. After installing units, and debris. Repair damaged f ini finish. sh to match original finish. i and other spots, , units internally according to manufacturer's written in- B, After installing units, clean fan -coil structions. C. Install new filters in each fan -coil unit within two weeks after Substantial Completion. END OF SECTION 15763 15763 -4 AA #2004 7890 © 2004 Alvine and Associates, Inc 08/10/04 U ---- 1 1 F� L� 1 t 1 1 U I 1 IJ r SEC TION 15810 - DUCTS AND ACCESSORIES 1.1 SECTION REQUIREMENTS A. Summary: Metal and nonmetal ducts and accessories in pressure classes 2 inch wg or less and a maximum velocity of 2400 fpm. B. Submittals: Product Data for fire and smoke dampers and Shop Drawings detailing duct layout and including locations and types of duct accessories, duct sizes, transitions, ra- dius and vaned elbows, special supports details, and inlets and outlet types and loca- tions. C. Comply with UL 181 and UL 181A for ducts and closures. D. Testing, Adjusting, and Balancing Agency Qualifications: NEBB certified. 12 DUCTS A. Galvanized Steel Sheet: Forming steel, ASTM A 653/653M, G90 coating designation. B. Duct Liner: ASTM C 1071, Type II, with an airstream surface coated with a temperature - resistant coating. Thickness: 1/2 inch. 1. Adhesive: ASTM C 916, Type I. 2 Mechanical Fasteners: Galvanize the alirstreamgth required penetrate liner plus ste a 1/8 -inch projection maximum C. Joint and Seam Tape: Comply with UL 181 A. D. Joint and Seam Sealant: Comply with UL 181 A. with SMACNA's "HVAC Duct Construction E. Rectangular Metal Duct Fabrication: Comply and intervals, tie -rod applications, and Standard" for metal thickness, reinforcing types joint types and intervals. 1.3 ACCESSORIES Single blade and multiple opposed blade, standard quired hardware and accessories volume - control dampers, complete with re- A. Volume - Control Dampers: Factory- fabricated g applications. leakage rating, and suitable for horizontal or vertical app B. Fire Dampers: Factory- fabricated fire dampers, complete with required hardware and accessories. UL labeled according to UL 555, "Fire Dampers." C. Ceiling Fire Dampers: Factory- fabricated firco pl pwithcthepcotnstructionq detailsaforJthe and accessories. UL listed and tested floor /roof- ceiling assemblies as indicated in UL's "Fire Resistance Directory." D. Smoke Dampers: Factory- fabricated smoke and fire dampers, complete with required hardware and accessories. U ems." Combination t fire and smoke dampers shal also be for Use in Smoke Control Sy "Fire Dampers.' st UL labeled for 1 -1/2 -hour rating according to UL 555, 08/10/04 15810 -1 AA #2004 7890 © 2004 Alvine and Associates, Inc. E. Flexible Connectors: Flame- retarded or noncombustible fabrics, coatings, and adhesives complying with UL 181, Class 1. F. Flexible Ducts: Factory- fabricated, insulated, round duct, with an outer jacket enclosing 1 -1l2 -inch- thick, glass -fiber insulation around a continuous inner liner. 1.4 INSTALLATION A. Duct System Pressure. Class: Construct and install each duct system for the specific duct pressure classification indicated. B. Conceal ducts from view in finished and occupied spaces. C. Avoid passing through electrical equipment spaces and enclosures. D. Support and connect metal ducts according to SMACNA's "HVAC Duct Construction Standard." E. Install duct accessories according to applicable portions of details of construction as shown in SMACNA standards. F. Install volume - control dampers in lined duct with methods to avoid damage to liner and to avoid erosion of duct liner. G. Install fire and smoke dampers according to manufacturer's UL- approved written instruc- tions. H. Install fusible links in fire dampers. 1.5 TESTING, ADJUSTING, AND BALANCING A. Balance airflow within distribution systems, including submains, branches, and terminals to indicated quantities. END OF SECTION 15810 AA #2004 7890 15810 -2 08/10104 © 2004 Alvine and Associates, Inc. r I 1 1 1 SECTION 16010 — GENERAL ELECTRICAL REQUIREMENTS 1.1 DEFINITIONS A. The following definitions shall apply throughout the contract documents: 1. Architect/Engineer: Architect or Engineer the contract documents 2. Contractor: Any contractor performing WOfk a l nd ready for use 3. Provide: Furnish, install and connect, comp lete 4. Indicated: Noted, scheduled or specified 1.2 CODES AND STANDARDS performed by competent craftsmen skilled in the trade in- A. The electrical work shall be p industry and all volved and shall be done in a manner consisnt edition of with ormal ectric Code (NEC)II wor shall conform to the currently adopte other applicable state and local codes or standards. B. Where there is a conflict between the code ent the e contrac documents. e Items that have precedence only when it is more stringent code but are less stringent than those specified shall not be substi are allowed by the tuted. 1.3 PERMITS A. All permits, licenses, inspections and arr All utilities lities shall be installed in accordance with tained by the Contractor at their expense. the local rules and regulations and all charges shall be paid by the Contractor. 1.4 SHOP DRAWINGS Provide shop drawings for all items of electrical equipment listed below shall include manufacturer's literature describing the following: A. Shop drawings 1, Fire alarm 2 Wiring devices 3. Lighting fixtures 4. Paging /public address system components 1.5 WARRANTIES I wear for a period of one year after the date of all materials, workmanship and equipment against defects A. The Contractor shall warrant he or against injury from proper and us p lace, at no additional cost to t substantial completion. The Contractor shall repair or rep Owner, any item which may become defective within the warranty period. 1 1.6 MATERIALS and un- A. Unless otherwise specified, all mate shlall be the current t and shall standard designs of designs damaged. Materials and n l phe n irproduction. facturers regularly engaged 08/12/04 ' 16010 -1 AA #2004 7890 © 2004 Alvine and Associates, Inc. B. Where materials and equipment are ibeltheeContractor s eesponsibi ty to v fy connected under this contract, it shall tion details. 1.7 OPERATION INSTRUCTIONS A. The Contractor shall fully and carefully instruct the Owner, or his selected representa- tives, regarding the proper operation, care and maintenance of each system and its equipment. B. The Contractor shall keep in a safe place all keys and special wrenches furnished with equipment under his contract and shall give them to the Owner at the completion of the project. 1.8 COORDINATION OF WORK all work so that it proceeds with a minimum of inter- A. The Electrical Contractor shall plan ference with other trades. The Electrical Contractor shall cooperate with all other con - tractors in furnishing material and information, f in The Electrical proper Cont a toe cation shall pay for all of all sleeves, inserts, foundation g b his failure to properly direct such work at extra cutting and patching made necessary y the correct time. B, Unless otherwise indicated, all motors, quip n sc controls, etc., shall be furnished, set in place and wired in accordance with the 9 Power Control Furn. Set Wiring -- MC MC EC -- Equipment motors Fused and unfused discon- nect switches, thermal over- EC EC EC -" load and heaters MC MC EC Control relays and transformers MC MC MC EC MC Thermostats MC = Mechanical Contractor EC = Electrical Contractor 1 g EQUIPMENT MOUNTING HEIGHTS to centerline of device. Mounting heights shall indicated below unless otherwise noted. All A. Devices shall be installed at the height heights are measured from finished floor be in compliance with ADA requirements. 46" 1. Wall switches 2 Receptacle, telephone or data outlet 46'; 3. Fire alarm pull station 82" 4. Fire alarm indicating device 08/12(04 16010 -2 AA #2004 7890 © 2004 Alvine and Associates, Inc. 1 1 1.10 EQUIPMENT IDENTIFICATION A. Mark each individual disconnect switch to identify its respective use. Provide identifica- tion in all areas. 1.11 WORK IN EXISTING BUILDINGS ' A. All work in the existing building, indicated on the drawings or specified herein, shall be executed with a minimum amount of interference with the normal activities of the occu- pants of the building ' B. Utilities shall not be interrupted without the Owner's prior written approval regarding the time and duration of such interruptions. All interruptions shall occur during off hours. C. The Owner shall be notified before starting welding or cutting. Fire extinguishers shall be immediately accessible when welding or cutting with an open flame or arc. Welding or cutting with an open flame or arc shall be stopped not less than one hour before leaving the premises. D. If any existing conduit or electrical equipment is encountered which would interfere with the proper installation of new work, it shall be removed or relocated as required or as di- rected by the Architect/Engineer. Where existing work is to be modified, it shall be done in conformance with these specifications. Materials used shall be the same as for new work unless otherwise specified. L 1.12 DEMOLITION AND REMODEL A. The Electrical Contractor shall remove all existing lights, receptacles, switches, etc., indi- cated on plans or which are not indicated but must be removed to accommodate demoli- tion or new remodeling. B. Where equipment, fixtures or wiring devices are to be removed, all associated conduit, wire, fittings, supports and all other associated appurtenances shall be completely re- moved. Where conduits are embedded in concrete floors or plaster walls, the conduits shall be cut back and capped below surface. Refinish surface in a workmanlike manner to match existing. C. Where existing walls are shown to be removed, power to all electrical devices and asso- ciated appurtenances relating to the walls shall be disconnected by the Electrical Con- tractor and removed by the General Contractor. Circuit continuity shall be maintained up and downstream from removed outlets. Extend circuiting to up and downstream devices and reconnect as required. w D. In areas which are remodeled, existing wire shall be replaced with new wire. No existing wire is permitted to remain unless noted. Existing concealed conduit and boxes may be ■ reused. E. Verify existing conditions in field prior to bid date. END OF SECTION 16010 AA #2004 7890 16010 -3 08/12/04 © 2004 Alvine and Associates, Inc. 1 1 1 I I I I 1 1 I I I I I I I I 10 SECTION 16100 - WIRING METHO 1.1 SECTION REQUIREMENTS A. Summary: Building wire and cable and associated splices, connectors, and terminations for wiring systems rated 600 V and less, and raceways and boxes. 1.2 WIRES AND CABLES A. Conductors: Copper; color- coded; #12 AWG minimum size, except that conductors for pilot and control circuits may be #14 AWG. B. Building Wires: Type THHN/THWN. C. Connectors and Splices: Wiring connectors of size, ampacity rating, material, and type and class for application and for service indicated. 1.3 RACEWAYS A. Wireways: Screwed cover type, with manufacturers standard finish. B. Outlet and Device Boxes: Sheet metal boxes, except use cast -metal boxes with threaded hubs at exterior. Minimum box size: 4 inches square with plaster ring as re- quired, except use square corner masonry boxes in masonry walls. C. Pull and Junction Boxes: Sheet metal boxes. 1.4 ENCLOSURES A. Hinged -Cover Enclosures: NEMA 250, steel enclosure with continuous hinge cover and flush latch. Finish inside and out with manufacturer's standard enamel. B. Cabinets: NEMA 250, Type 1, unless otherwise indicated. 1.5 INSTALLATION A. Install wires and cables according to the NECA's "Standard of Installation." B. Remove existing wire from raceway before pulling in new wire and cable. C. Wiring at Outlets: Install with at least 6 inches of slack conductor at each outlet. D. Indoors Wiring Methods: As follows: 1. Connection to Vibrating Equipment: Liquidtight flexible metal conduit. 2. Wet Locations: Rigid steel conduit. 3. Exposed: Electrical metallic tubing. 4. Concealed: Electrical metallic tubing except as otherwise indicated. 5. Concealed Connections from Outlets in Ceiling Space to Light Fixtures Not Ex- ceeding 6 Feet in Length: Flexible metal conduit. E. Conceal wiring, unless otherwise indicated, within finished walls, ceilings, and floors. AA #2004 7890 16100 -1 08/12/04 © 2004 Alvine and Associates, Inc. I � F. Boxes and Enclosures: In damp or wet locations use NEMA 250, Type 3. ' G. Use raceway fittings compatible with raceway and suitable for use and location. For in- termediate steel conduit, use threaded rigid steel conduit fittings, unless otherwise indi- cated. Provide insulating bushings on fittings 1 inch or larger. H. Install raceways parallel to or at right angles to nearby surfaces or structural members. For exposed raceways, follow the surface contours as much as practical. I. Join raceways with fittings designed and approved for the purpose and make joints tight. Use bonding bushings or wedges at connections subject to vibration. Use bonding jump- ers where joints cannot be made tight. Use insulating bushings to protect conductors. J. Install pull wires in empty raceways. Use No. 14 AWG zinc- coated steel or monofilament plastic line having not less than 200 -lb tensile strength. Leave not less than 12 inches of slack at each end of the pull wire. K. Install raceway sealing fittings where required by the NEC and at wiring entrances to re- frigerated spaces. Locate at suitable, approved, accessible locations and fill them with UL- listed sealing compound. For concealed raceways, install each fitting in a flush steel box with a blank cover plate having a finish similar to that of adjacent plates or surfaces. L. Install a separate green ground conductor in each branch circuit conduit. END OF SECTION 16100 AA #2004 7890 16100 -2 08/12/04 © 2004 Alvine and Associates, Inc. SECTION 16140 - WIRING DEVICES 1.1 SECTION REQUIREMENTS A. Submittals: Product Data. B. Comply with NEMA WD 1. C. Comply with NFPA 70. 1.2 DEVICES A. General: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency ac- ceptable to authorities having jurisdiction. B. Color: Verify with Architect. C. Receptacles: Heavy -duty (specification grade), NEMA WD6, Configuration 5 -20R unless otherwise indicated. D. Ground -Fault Circuit Interrupter Receptacles: Feed - through type, with integral duplex re- ceptacle; for installation in a 2 -3/4 -inch- deep outlet box without an adapter. E. Snap Switches: Heavy -duty (specification grade), 20 amp, 120/277 volt, quiet type. F. Fluorescent Lamp Dimmers: Modular, compatible with dimmer ballasts, with audible and electromagnetic noise filters and capable of consistent dimming to a maximum of 10 per- cent of full brightness. Include trim potentiometer. G. Wall Plates, Finished Areas: Smooth plastic, fastened with metal screws having heads matching plate color. H. Wall Plates, Unfinished Areas: Galvanized steel with metal screws. I. Wall Plates, Weatherproof: Metal. J. Floor Service Fittings: Modular, above -floor, dual- service units suitable for wiring method used. 1.3 INSTALLATION A. Install devices and assemblies plumb and secure. B. Mount devices flush, with long dimension vertical, and grounding terminal of receptacles on top unless otherwise indicated. Group adjacent devices under single, multigang wall plates. C. Protect devices and assemblies during painting. D. Install wall plates when painting is complete. END OF SECTION 16140 AA #2004 7890 16140 -1 © 2004 Alvine and Associates, Inc. 08/12/04 SECTION 16500 - LIGHTING 1.1 SECTION REQUIREMENTS A. Submittals: Product Data for each luminaire, including lamps. B. Fixtures, Emergency Lighting Units, and Accessories: Listed and labeled as defined in ' NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction. C. Coordinate ceiling- mounted luminaires with ceiling construction, mechanical work, and security and fire - prevention features mounted in ceiling space and on ceiling. 1.2 MANUFACTURERS ' A. Subject to compliance with requirements, provide products by one of the following: 1. Electronic Ballasts: a. Advance b. Howard Industries C. Magnetek d. Motorola e. Osram 2. Lamps: ' a. General Electric b. Osram /Sylvania ' C. Phillips d. Venture 1.3 FIXTURES AND FIXTURE COMPONENTS, GENERAL ' A. Lighting fixtures scheduled or noted on drawings are a basis and standard of comparison in consideration of fixtures of other manufacturers. The final decision to accept or reject ' a fixture rests with the Owner. B. Metal Parts: Free from burrs, sharp corners, and edges. Steel, unless otherwise indi- cated. Form and support to prevent warping and sagging. ' C. Doors, Frames, and Other Internal Access: Smooth operating, free from light leakage under operating conditions, and arranged to permit relampmg without use of tools. Ar- range doors, frames, lenses, diffusers, and other pieces to prevent accidental falling dur- ing relamping and when secured in operating position. D. Lenses, Diffusers, Covers, and Globes: 100 percent virgin acrylic plastic or annealed crystal glass, unless otherwise indicated. 1.4 BALLASTS AND LAMPS A. Fluorescent Lamp Ballasts: Rapid start, designed for type and quantity of lamps indi- cated at full light output, electronic type, total harmonic distortion less than 20 percent. AA #2004 7890 16500 -1 08/12/04 © 2004 Alvine and Associates, Inc. B. HID Lamp Ballasts: Constant wattage autotransformer for 100W and 150W lamps, regu- lating high - power- factor type for other lamps unless otherwise indicated; individual fusing I for each ballast. C. Lamps: 1. Fluorescent, Rapid Start: T8, minimum light output of 2800 lumens for 4 -foot lamps and 2100 lumens for 3 -foot lamps, reduced mercury level. Minimum color rendering index, 75. 2. Compact Lamps: Configuration as required by fixture. 3. HID Lamps: Suitable for burning in the position required by the fixture in which they are used, coated where possible. 4. Incandescent Lamps: Rated at 120 volts. 1.5 EXIT SIGNS A. General Requirements: Comply with UL 924 and the following: 1. Self- Powered Exit Signs (Battery Type): Integral automatic charger in a self - contained power pack. Sealed, maintenance -free battery and fully automatic, solid -state charger with sealed transfer relay. 2. Sign Colors and Lettering Size: Comply with authorities having jurisdiction. 1.6 ACCESSORIES A. Fixture Whips: Minimum length, 4 feet; maximum length, 6 feet; minimum conductor size, #18 AWG. Include a grounding conductor. B. Protective Lamp Jackets: Polycarbonate with end caps, compatible with lamps used. 1.7 INSTALLATION A. Set units level, plumb, and square with ceiling and walls, and secure. B. Support for Recessed and Semirecessed Grid -Type Fluorescent Fixtures: Support from ceiling grid where allowed by code. C. Support for Suspended Fixtures: Brace pendants and rods over 48 inches long to limit swinging. Support stem - mounted, single -unit, suspended fluorescent fixtures with twin - stem hangers. For continuous rows, use tubing or stem for wiring at one point and tubing or rod for suspension for each unit length of chassis, including one at each end. D. Use fixture whips for connection of recessed fixtures in an accessible ceiling. ' E. Install protective lamp jackets on lamps in industrial fixtures and on exposed lamps in strip fixtures. END OF SECTION 16500 0 AA #2004 7890 16500 -2 08/12/04 © 2004 Alvine and Associates, Inc. SECTION 16726 - PUBLIC ADDRESS AND MUSIC EQUIPMENT 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes equipment for amplifying, distributing, and reproducing sound sig- nals. 1.3 DEFINITIONS A. Channels: Separate parallel signal paths, from sources to loudspeakers or loudspeaker zones, with separate amplification and switching that permit selection between paths for speaker alternative program signals. B. Zone: Separate group of loudspeakers and associated supply wiring that may be ar- ranged for selective switching between different sources. C. VU: Volume unit. 1.4 SUBMITTALS A. Product Data: For the following: 1. Preamplifiers /mixers. 2. Power amplifiers. 3. Equalizers. 4. Microphone. 5. Volume limiter /compressor. 6. Zone /room combiners. 7. Equipment cabinet and rack. 8. Speaker panels. 9. Microphone outlets. B. Shop Drawings: 1. Rack arrangements. 2. Wiring Diagrams: Power, signal, and control wiring. Include the following: a. Identify terminals to facilitate installation, operation, and maintenance. b. Single -line diagram showing interconnection of components. C. Cabling diagram showing cable routing. C. Field quality - control test reports. D. Operation and Maintenance Data: For public address and music equipment to include in emergency, operation, and maintenance manuals. AA #2004 7890 16726 -1 08/27/04 C 2004 Alvine and Associates, Inc. I � 1.5 fiWo 1.7 QUALITY ASSURANCE A. Installer Qualifications: Manufacturer's authorized representative who is trained and ap- proved for installation of units required for this Project. 1. Maintenance Proximity: Not more than two hours' normal travel time from In- f staller's place of business to Project site. B. Source Limitations: Obtain public address and music equipment through a single source authorized by manufacturer to distribute each product. C. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. D. Comply with NFPA 70. E. Comply with UL 50. COORDINATION A. Coordinate layout and installation of system components and suspension system with other construction that penetrates ceilings or is supported by them, including light fix- tures, HVAC equipment, fire - suppression system, and partition assemblies. MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Armstrong. 2. Atlas. 3. Crown. 4. DBX. 5, Middle Atlantic Products, Inc. 6. Numark. 7. QSC Audio, Inc. 8. Sabine, Inc. 9, TOA Electronics, Inc. on FUNCTIONAL DESCRIPTION OF SYSTEM A. System Functions: Include the following: 1. Selectively connecting separate zones to different signal channels. 2. Selectively amplifying sound among various microphone outlets and other inputs. 3. Communicating simultaneously to all zones regardless of zone or channel switch settings. 4. Reproducing high - quality sound that is free of noise and distortion at all loud- speakers at all times during equipment operation including standby mode with inputs off; and output free of nonuniform coverage of amplified sound. AA #2004 7890 16726 -2 08/27/04 © 2004 Alvine and Associates, Inc. 1.9 EQUIPMENT AND MATERIALS A. Coordinate features to form an integrated system. Match components and interconnec- tions for optimum performance of specified functions. B. Equipment: Modular type using solid -state components, fully rated for continuous duty, unless otherwise indicated. Select equipment for normal operation on input power usu- ally supplied at 110 to 130 V, 60 Hz. 1.10 POWER AMPLIFIER -A1 — 2 CHANNEL A. Comply with TIA/EIA SE- 101 -A. B. Mounting: Rack mounted. C. Power Output: 800 watts per channel. D. Frequency Response: Within plus or minus 0.2 dB from 20 to 20,000 Hz. E. Shall support 70 -volt distributed system. F. Total Harmonic Distortion: Less than 0.01 percent at rated power output from 20 to 20,000 Hz. G. Controls: On /Off, input levels, gain knob for each channel. H. Two - channel power amplifier shall be QSC Audio Model No. CX1202V or equal. 1.11 POWER AMPLIFIER -A2 -A3 — 2 CHANNEL A. Comply with TIA/EIA SE- 101 -A. B. Mounting: Rack mounted. C. Power Output: 400 watts per channel. D. Frequency Response: Within plus or minus 0.2 dB from 20 to 20,000 Hz. E. Shall support 70 -volt distributed system. F. Total Harmonic Distortion: Less than 0.01 percent at rated power output from 20 to 20,000 Hz. G. Controls: On /Off, input levels, gain knob for each channel. H. Two - channel power amplifier shall be QSC Audio Model No. CX602V or equal. 1.12 BOOTH SPEAKER — MONITOR MS -1 A. The monitor speaker shall be rack mount and have volume control. B. The speaker shall be wired to allow each zone and source to patch to it for monitoring and testing. AA #2004 7890 16726 -3 08/27/04 0 2004 Alvine and Associates, Inc. 1.13 POWER CONDITIONER PC -1 A. Power conditioner shall be UL listed. B. Power conditioner shall be a Numark model RC -8 or equal. 1.14 PATCH BAY Pb1 -Pb2 A. 48 -port rack mount compatible with microphone and line balanced or unbalanced input. B. Patch by shall be DBX PB -48 or equal. 1.15 ROOM /ZONE CONTROLLER DSP -1 A. System shall provide for multiple background music sources. B. System shall be capable of integrating with additional combining systems for control of additional rooms or zones. C. A separate zone controller for each room, including cable, conduit, and hardware, shall be provided and installed per drawings and shall control the following music and local in- put functions: 1. Music source select, local or Muzak (BGM). 2. Volume control for zone. D. System shall be provided to accommodate total room /zone quantities as identified on the drawings. E. Fully digital, 30 -band, dual channel graphic equalizer with 32 -bit digital processing. F. Digital filters shall be width adjustable from 0.5 to 1.0 octave in .01 octave increments, utilizing remote access software. G. Full independent display and control of A and B channels. H. Eight independent digital filters per channel, controlled automatically or parametrically from 20 to 20,000 Hz. I. Digital compressor /limiter threshold of plus 32 dBV to minus 30 dBV in 0.5 dB steps. J. One input and one output per channel and two main outputs. K. Total Harmonic Distortion: Less than 0.01 percent at 1.0 kHz, at plus 22 dBV with 30,000 Hz. bandwidth. L. Frequency Response: 10 to 20,000 Hz. M. The DSP shall be a Crown U51VI-810 or equal. 1.16 SPEAKER TYPE -1: A. The speaker shall be UL listed. AA #2004 7890 16726 -4 08/27/04 © 2004 Alvine and Associates, Inc. i B. The 8 -inch Atlas shall be used, as per drawings, for background music and announce- ments. The reproduction sound quality shall be clean and distinct with pleasant dynamic range and no audible background noises or interference as installed. C. The speaker shall be an 8 -inch round speaker with back box and all needed mounting ' hardware per location on drawings. D. The speaker shall handle 10 watts of program music. ' E. The speaker shall reproduce 65 Hz to 20 kHz with a tolerance of +/ -50 dB. F. The speaker shall be an Atlas FA118 or equal. 1.17 EQUIPMENT CABINET A. Equipment Cabinet: TIA/EIA -310 -D compliant. 1. Cabinet Housing: Fully welded construction with 1/8 -inch thick structural steel in- ternal bracing, with front Plexiglas vented doors, vented solid doors for racks on rear, end covers and standard TIA/EIA 19 -inch rack. 2. Provide top plate with 10 -inch fan and fan guard. 3. Provide two power strips per cabinet with 14 outlets per strip. 4. Finish shall be black powder coat. 5. Racks shall be equipped with two pairs of 11 -gauge steel rack rails with tapped 10 to 32 mounting holes in universal EIA spacing. 6. Rack shall be Middle Atlantic Products Model No. MRK -4426 or equal. 1.18 MICROPHONE OUTLET A. Three -pole, polarized, locking -type, microphone receptacles in foursquare boxes. Equip wall outlets with brushed stainless -steel device plates. Provide two outlets per box. 1.19 CONDUCTORS AND CABLES A. Jacketed, twisted pair and twisted multipair, untinned stranded copper. 1. Insulation for Wire in Conduit: Thermoplastic, not less than 1/32 inch thick. 2. Microphone Cables: PVC jacketed, not less than .045 inch thick, over shield with filled interstices. 24 ga. AWG, 4 conductor stranded, 42x40 bare copper. Shield shall be tinned, soft - copper strands formed into a braid or approved equivalent foil. Shielding coverage on conductors is not less than 95 percent. Cable shall be Belden BL -1504A or equivalent. 3. All BL -1504A shall be run in conduit. B. Speaker Cable: 1. Speaker cable shall be UL listed and plenum rated CMP. 2. Speaker cable shall be 16 ga., 2- conductor, twisted. 3. Speaker cable shall be Belden 1862A or equal. 1.20 INSTALLATION A. Existing Wiring: Remove all existing wiring and replace with new. AA #2004 7890 16726 -5 08/27/04 C 2004 Alvine and Associates, Inc. 3 B. New Wiring: Install wiring in raceways except within consoles, cabinets, desks, and counters and except in accessible ceiling spaces and in gypsum -board partitions where cable wiring method may be used. Use plenum cable in environmental air spaces includ- ing plenum ceilings. Where possible for all audio cabling except microphone cables, mi- crophone cables shall be installed in conduit. Conceal cables and raceways except in un- finished spaces. Cable shall be installed continuous with no splices or cuts. C. Install exposed cables parallel and perpendicular to surfaces or exposed structural mem- bers, and follow surface contours. Secure and support cables by straps, staples, or simi- lar fittings so designed and installed to avoid damage to cables. Secure cable at intervals not exceeding 30 inches and not more than 6 inches from cabinets, boxes, or fittings. D. Wiring within Enclosures: Bundle, lace, and train conductors to terminal points with no excess. Use lacing bars in cabinets. E. Separation of Wires: Separate speaker- microphone, line - level, speaker - level, and power wiring runs. Install in separate raceways or, where exposed or in same enclosure, sepa- rate conductors at least 12 inches for speaker microphones and adjacent parallel power and telephone wiring. F. Match input and output impedances and signal levels at signal interfaces. Provide matching networks where required. G. Identification of Conductors and Cables: Color -code conductors and apply wire and ca- ble marking tape to designate wires and cables so they identify media in coordination with system wiring diagrams. H. Wall- Mounting Outlets: Flush mounted. Conductor Sizing: Unless otherwise indicated, size speaker circuit conductors from racks to speakers not smaller than No. 16 AWG and conductors from microphone receptacles to amplifiers not smaller than No. 22 AWG. All terminations of conductors shall be sol- dered connectors matching equipment adapters are not acceptable. J. Weatherproof Equipment: For units that are mounted outdoors, in damp locations, or where exposed to weather, install consistent with requirements of weatherproof rating. K. Speaker -Line Matching Transformer Connections: Make initial connections using tap set- tings in middle of range. L. All terminations shall be installed per manufacturers specifications and recommenda- tions. 1.21 GROUNDING A. Ground cable shields and equipment to eliminate shock hazard and to minimize ground loops, common -mode returns, noise pickup, cross talk, and other impairments. B. Signal Ground Terminal: Locate at main equipment cabinet, bus bar, cabinet, or rack. Isolate from power system and equipment grounding. ti AA #2004 7890 16726 -6 0 2004 Alvine and Associates, Inc. 08/27/04 3 1.22 FIELD QUALITY CONTROL A. Perform the following field tests and inspections and prepare test reports: 1. Schedule tests with at least seven days' advance notice of test performance. 2. After installing public address and music equipment and after electrical circuitry has been energized, test for compliance with requirements. 3. Operational Test: Perform tests that include originating program and page mes- sages at microphone outlets, preamplifier program inputs, and other inputs. Ver- ify proper routing and volume levels and that system is free of noise and distor- tion. 4. Signal -to -Noise Ratio Test: Measure signal -to -noise ratio of complete system at final adjusted levels (FAL) gain settings as follows: a. Disconnect microphone at connector or jack closest to it and replace it in the circuit with a signal generator using a 1000 -Hz signal. Replace all other microphones at corresponding connectors with dummy loads, each equal in impedance to microphone it replaces. Measure signal -to -noise ratio. b. Repeat test for each separately controlled zone of loudspeakers. C. Minimum acceptance ratio is 50 dB. 5. Distortion Test: Measure distortion at FAL gain settings and rated power. Feed signals at frequencies of 50, 200, 400, 1000, 3000, 8000, and 12,000 Hz into each preamplifier channel. For each frequency, measure distortion in the paging and all -call amplifier outputs. Maximum acceptable distortion at any frequency is 3 percent total harmonics. 6. Acoustic Coverage Test: Feed pink noise into system using octaves centered at 500 and 4000 Hz. Use sound -level meter with octave -band filters to measure level at five locations in each zone. For spaces with seated audiences, maxi- mum permissible variation in level is plus or minus 2 dB. In addition, the levels between locations in the same zone and between locations in adjacent zones must not vary more than plus or minus 3 dB. B. Retesting: Correct deficiencies, revising tap settings of speaker -line matching transform- ers where necessary to optimize volume and uniformity of sound levels, and retest. Pre- pare a written record of tests. C. Inspection: Verify that units and controls are properly labeled and interconnecting wires and terminals are identified. Prepare a list of final tap settings of paging speaker -line matching transformers. 1.23 STARTUP SERVICE A. Verify that electrical wiring installation complies with manufacturer's submittal and instal- lation requirements. B. Complete installation and startup checks according to manufacturer's latest revision of written or media instructions. END OF SECTION 16726 AA #2004 7890 16726 -7 08/27/04 C 2004 Alvine and Associates, Inc. Edward E. Mace President May 31, 2005 Joe Suther Town of Vail 75 S. Frontage Road Vail, CO 81657 Dear Mr. Suther: As Managing Director of the Vail Marriott I, Edward Mace , am aware of the work and agree with the scope of the work being performed in our building by Hyder Construction, Inc. Sincerely, Edward E. Mace President EEM: ht 2401 East Second Avenue ^ Suite 600 Denver, Colorado 80206 Tm 720 945 2488 F® 720 945 2469 (hVSTRUCTION INC. 543 Santa Fe Drive, Denver, Colorado 80204 Phone: (303) 825-1313 Fax: (303) 825-3223 Email: info @hyderinc.com Website: www.hyderinc.com LETTER OF TRANSMITTAL No. 00079 TO: Town of Vail Dept. Of Community Development Vail, CO 81657 PHONE: (970) 479 -2142 ATTENTION: Joe Suther PROJECT: Vail Marriott - Meeting Rooms HCI Job No. 24014 DATE: 5/31/2005 E ARE SENDING: SUBMITTED R• ACTION TAKE Shop Drawings ❑ Approval ❑ Approved as Submitted Letter ❑ Your Use ❑ Approved as Noted ❑ Prints ❑ As Requested ❑ Returned After Loan ❑ Change Order ❑ Review and Comment ❑ Resubmit Plans ❑ Submit ❑ Samples SENT VIA: ❑ Attached ❑ Returned Gd Specifications ❑ Returned for Corrections ❑ Other: I ❑ Separate Cover Via: ❑ Due Date: ITEM NO. COPIES DATE ITEM NUMBER REV. NO. DESCRIPTION 1 1 5/31/2005 Building Permit Application 2 5 5/31/2005 Stamped Plans 3 1 5/31/2005 Owner's Letter of Intent 4 5 5/31/2005 Fire Alarm Shop Drawings 5 1 5/31/2005 Asbestos Abatement Reports (3 Volumes) Remarks: Please call with any questions or concerns. STATUS cc: Signed: Scott Miller Department of Community Development Building Safety and Inspection Services 75 South Frontage Road Vail, Colorado 81657 970-479-2138 FAX 970 - 479 -2452 www. vailgov. com BUILDING SAFETY AND INSPECTION SERVICES PLAN REVIEW COMMENTS: TO: Contractor /Applicant Architect Hyder Construction Atlantis Scott Miller proj #04.115 FAX /Email #: scmiller @hyderinc.com 926.2169 NUMBER OF PAGES: 2 FROM: Chris Gunion, Building Plans Examiner DATE: BUILDING PERMIT #: OWNERS NAME: SITE ADDRESS: OCCUPANCY GROUP: TYPE OF CONSTRUCTION: NUMBER OF STORIES: BUILDING AREA: 7/01/2005 B05 -0139 (manicure, pedicure, massage rooms) Vail Marriott 715 W Lionshead Circle B /R- 1 /A /S -2 /M I -B The documents submitted for this project have been reviewed for compliance with the 2003 International Building Code, 2003 International Residential Code, 2003 International Mechanical Code, 2003 International Fuel Gas Code, 2003 International Plumbing Code and 2002 National Electrical Code as modified and adopted by the Town of Vail. The follo wing comments will need to be addressed prior to issuance of a building permit; For processing. • Please submit two complete sets of revised construction documents containing the requested information with all plan revision items clouded or otherwise identified. • Please respond in writing to each comment by marking the attached list or creating a response letter. Indicate which plan sheet, detail, specification, or calculation shows the requested information. Please send revisions to the attention of the plans examiner with the building permit application number noted. • Please be sure to include on the resubmittal the engineer's or architect's "wet" stamp, signature, registration number and date on the cover page of any structural calculations, all structural details and structural sheets of the plans. For commercial or multi - family projects all sheets of the plans must be stamped. Architectural Comments: 1 Amend plans to include a complete code summary for the building including occupancy types, construction type, number of stories and building area per 2003 IBC. Include summary for mixed occupancies and indicate required separations per IBC 302.3.2. 2 Include a complete means of egress, compete existing floor plan and key plan for the area of the floor level where the remodel is proposed. Show location of exits, exit dischage, exit width, travel distance, common path of egress travel and occupant load summary for the area of the remodel. IBC ch. 10 and 106.1.2. The existing exit through the area of the proposed manicure room may not be eliminated unless additional exits are provided per code. Please also include a complete temporary exit plan for maintaining exits during construction in this area. Coordinate with other remodel projects on this level. 3 Show 1 hour corridor construction with 20 minute protected openings at all areas adjacent to exit corridors. IBC 1016. 4 Amend plans to show 2 hour floor /ceiling assembly details for all areas of the remodel per IBC table 601 as required for type I -B construction. Include assembly listing and construction details for both t -grid ceilings and gypsum board ceilings. The existing steel framing above this area does not appear to have any spray applied fireproofing. 5 Amend plans to show complete 2 hour structural frame details for all areas of the remodel per IBC table 601 as required for type I -B construction. 6 The fire wall is required to be 3 hour rated per Table 705.4. with 3 hour opening protection. Please also clarify actual location of the existing fire wall and coordinate with plans. Plans show fire wall enclosing the entire new manicure /pedicure room. Please clarify where the existing fire wall is located. 7 Amend door schedule to specify lever type or other complying hardware for all doors per 1008.1.8.1 and ANSI 117.1 1998. Mechanical Comments: 8 Amend plans to show ceiling fire dampers at all new mechanical openings in the 2 hour floor /ceiling membrane of the fire resistive assemblies. Coordinate with architectural plans. Electrical Comments: 9 Amend plans to show all illuminated exit signage and emergency lighting. Please refer to the cover sheet for information on resubmitting plans. In order to avoid delays in issuance of a permit, please check all requested information is included with the resubmitted plans. Please submit revised plans as a complete set. Partial plan resubmittals will not be reviewed. Chris Gunion I.C.C. Plans Examiner Town of Vail Building Safety and Inspection Services 970.479.2369 cgunion @vailgov.com F: \cdev \CH RISTERMIT.COMM ENTS \B05 -0139. DOC E MT-LANTIS I TO Chris Gunion From Jeffrey S. Metheney CC Ray Scott Date 07.18.2005 Project Vail Marriott Spa Room Remodel Number 04.115.vri RE Chris, Pages 1 pages including this sheet In response to your Architectural Comments for the fitness room remodel I have revised the plans and included 2 stamped sets for your further review, Additionally please see the notes below in response to each of your points. 1. The cover sheet now shows complete building data with occupancy summary and separations. A full summary of building II with mixed occupancies is located on new sheet Al 2. This summary shows that there is no need to separate buildings II and III per table 503. 2. A complete review of exits and required exits are shown on sheet Al2. This analysis shows that this area (C level building ll) only requires two means of egress. With the remodel complete we will have three. There will be two means of egress during construction while the meeting rooms remodel is underway. With the other project underway this portion of the building will still have the required means of egress. 3. The corridor walls are noted to be 1 hr with 20 min doors on sheet Al 4. The ceiling plan has been changed to require UL assembly #D779 a spray applied fireproofing. This assembly will provide a 2hr assembly without regard to the t -grid ceiling. Additionally please note the detail on sheet A30 to protect the underside of the stair. 5. 2 hr structural protection is supplied by the UL assembly #D779 mentioned above 6. As indicated on the building summary there is no need to separate buildings II and III per table 503. There is no existing 3 hr wall in this area 7. See sheet A42 for a new door schedule with lever type hardware Jeff Metheney RECD JUL 2 z" 2005 Fax 970.926.2169 s July 15, 2005 Atlantis Architects 97 Main Street, Suite W104 Edwards, Colorado 81632 -8129 Attn: Jeff Metheney Re: Vail Marriott Mountain Resort Exercise Room Alvine Project No. 2005 8358 Dear Jeff: A% ; Alvine and Associates Inc. engineers and consultants www.alvine.com Attached are the mechanical and electrical responses to the Town of Vail Department of Community Development Building Safety and Inspection Services comments dated July 1, 2005. MARRIOTT FITNESS ROOM RELOCATION ALVINE AND ASSOCIATES PROJECT NO. 2004 8358 MECHANICAL COMMENTS Comment 8: Amend plans to show ceiling fire dampers at all new mechanical opening in the 2rh floor /ceiling membrane of the fire - resistive assemblies. Coordinate with architectural plans. Response: There are no new mechanical openings in the floor /ceiling membrane of the fire resistive assemblies. Comment 9: Amend Sheet M10 to provide a smoke /fire damper for the 26/8 duct passing through the 1 -hour corridor wall adjacent to the changing room. Response: A combination fire /smoke damper will be added to the existing 26/8 supply air duct. ELECTRICAL COMMENTS Comment 10: Amend plans to show all illuminated exit signage and emergency lighting. Response: Project scope was for room renovation only. Corridors and signage are existing and not part of this project. PLUMBING COMMENTS Comment 11: Specify automatic trap seal primer for the floor drain in bathroom per IPC 1002.7. r ^ 1 102 Douglas On The Mall E u Omaha, Nebraska 68102 ,uea 402.346.7007 Fax 402.346.9576 Engineering Excellence Since 1961 Atlantis Architects Jeff Metheney July 15, 2005 Vail Marriott Mountain Resort Exercise Room Alvine Project No. 2005 8358 Page 2 Response: Floor drain will have a minimum trap depth of 2 inches. Floor drain was added to the restroom located in the workout area to assist in daily cleaning of the floor. The evaporation of the water seal inside the floor drain trap will not be a problem. MARRIOTT SPA ROOM ADDITION ALVINE AND ASSOCIATES PROJECT NO. 2004 7890 MECHANICAL COMMENTS Comment 8: Amend plans to show ceiling fire dampers at all new mechanical opening in the 2rh floor /ceiling membrane of the fire - resistive assemblies. Coordinate with architectural plans. Response: There are no new mechanical openings in the floor /ceiling membrane of the fire resistive assemblies. ELECTRICAL COMMENTS Comment 9: Amend plans to show all illuminated exit signage and emergency lighting. Response: Project scope was for room renovation only. Corridors and signage are existing and not part of this project. Please contact our office if you have any comments. Sincerely, l� John . Delaney Project Designer JAD /baw TO Chris Gun'ion From Jeffrey S. Metheney CC Ray Scott Date 07.18.2005 - Project Vail Marriott Spa Room Remodel Number 04.115.vri RE Pages 1 pages including this sheet Chris, In response to your Architectural Comments for the fitness room remodel I have revised the plans and included 2 stamped sets for your further review. Additionally please see the notes below in response to each of your points. 1. The cover sheet now shows complete building data with occupancy. summary and separations. A full summary of building II with mixed occupancies is located on new sheet Al 2. This summary shows that there is no need to separate buildings II and III per table 503. 2. A complete review of exits and required exits are shown on sheet Al 2. This analysis shows that this area (C level building II) only requires two means of egress. With the remodel complete we will have three. There will be two means of egress during construction while the meeting rooms remodel is underway. With the other project underway this portion of the building will still have the required means of egress. 3. The corridor walls are noted to be 1 hr with 20 min doors on sheet A10 4. The ceiling plan has been changed to require UL assembly #D779 a spray applied fireproofing. This assembly will provide a 2hr assembly without regard to the t -grid ceiling. Additionally please note the detail on sheet A30 to protect the underside of the stair. 5. 2 hr structural protection is supplied by the UL assembly #D779 mentioned above 6. As indicated on the building summary there is no need to separate buildings II and III per table 503. There is no existing 3 hr wall in this area 7, See sheet A42 for a new door schedule with lever type hardware RECD JUL 2 0 2005 Fax 970.926.2169 www.studioatlantis.com July 15, 2005 Atlantis Architects 97 Main Street, Suite W104 Edwards, Colorado 81632 -8129 Attn: Jeff Metheney Re: Vail Marriott Mountain Resort Exercise Room e• es, Alvine and Associates Inc. engineers and consultants www.alvine.com Alvine Project No. 2005 8358 Dear Jeff: Attached are the mechanical and electrical responses to the Town of Vail Department of Community Development Building Safety and Inspection Services comments dated July 1, 2005. .4 MARRIOTT FITNESS ROOM RELOCATION ALVINE AND ASSOCIATES PROJECT NO. 2004 8358 MECHANICAL COMMENTS Comment 8: Amend plans to show ceiling fire dampers at all new mechanical opening in the 2rh floor /ceiling membrane of the fire - resistive assemblies. Coordinate with architectural plans. Response: There are no new mechanical openings in the floor /ceiling membrane of the fire resistive assemblies. Comment 9: Amend Sheet M10 to provide a smoke /fire damper for the 26/8 duct passing through the 1 -hour corridor wall adjacent to the changing room. Response: A combination fire /smoke damper will be added to the existing 26/8 supply air duct. ELECTRICAL COMMENTS Comment 10: Amend plans to show all illuminated exit signage and emergency lighting. Response: Project scope was for room renovation only. Corridors and signage are existing and not part of this project. PLUMBING COMMENTS Comment 11: Specify automatic trap seal primer for the floor drain in bathroom per IPC 1002.7. c e 1102 Douglas On The Mall Omaha. Nebraska 68102 e. 402.346.7007 Fax 402.346.9576 Engineering Excellence Since 1961 Atlantis Architects Vail Marriott Mountain Resort Exercise Room Jeff Metheney Alvine Project No. 2005 8358 July 15, 2005 Page 2 Response: Floor drain will have a minimum trap depth of 2 inches. Floor drain was added to the restroom located in the workout area to assist in daily cleaning of the floor. The evaporation of the water sea[ inside the floor drain trap will not be a problem. MARRIOTT SPA Room ADDITION ALVINE AND ASSOCIATES PROJECT No. 2004 7890 MECHANICAL COMMENTS Comment 8: Amend plans to show ceiling fire dampers at all new mechanical opening in the Construction Documentation for the Tenant Improvement for Marriott Vail Mountain Resort 715 West Lionshead Circle Vail, Colorado 81657 H' Building Data Occupancy Types: Building I: A- 2,B,M,R -1,S -2 Building II and III: A- 2,B,M,R -1 Construction Type: I -B Required Separations Buildings II and III: No separation required per IBC 2003 table 503 Buildings I & II Separate buildings per IBC 2003 table 503 3 hr fire separation req. per IBC table 705.4 l Occupancy Separation: 1 hr required between each occupancy type per IBC 2003 exception as sated in 302.3.2 Building Area Reference Symbols Room Information Symbol NAME ------ Room Name 100 Room Number Section / Elevation Symbol A Drawing Number A10 Sheet Number Detail Symbol A Detail Number Al Sheet Number Keyed Note Symbol F Note Identification Finish Material Symbol w Finish Identification Room Wall Elevation Symbol ft A10 Elevation Number O Sheet Number Door Number Symbol 100 Door Number Window Number Symbol 100 Window Number Revision Symbol ti Revision Number Equipment Number Symbol 100A Equipment Number Cabinet/ Built -in Furnishings Symbol a CAB Assembly Call Out 2 Refer to Specifications Room Wall Elevation Symbol N ( Direction of Project North Project Team EAST BUILDING CENTER BUILDING WEST BUILDING All ...... FLOOR TOTALS C -LEVEL 23,668 10,432 27,557 A30...... 61,657 1st FLOOR 21,688 13,056 11,660 A42 46,404 2nd FLOOFJ 23,394 6,168 13,854 43,416 3rd FLOOR 16,128 '03 International Plumbing 4,854 Hyder Construction, Inc. 47,030 4th FLOOR 15,801 Denver, CO 80204 3,764 46,037 5th FLOOR 16,019 2,036 Phone: 303.825.1313 40,847 6th FLOOR 15,996 j12,240 ,904 ANSI A117.1 1 36,140 7th FLOOR 9,936 132,694 1,629 - - BUILDING GRAND TOTAL 33� 4g7 Square Footaget Reference Symbols Room Information Symbol NAME ------ Room Name 100 Room Number Section / Elevation Symbol A Drawing Number A10 Sheet Number Detail Symbol A Detail Number Al Sheet Number Keyed Note Symbol F Note Identification Finish Material Symbol w Finish Identification Room Wall Elevation Symbol ft A10 Elevation Number O Sheet Number Door Number Symbol 100 Door Number Window Number Symbol 100 Window Number Revision Symbol ti Revision Number Equipment Number Symbol 100A Equipment Number Cabinet/ Built -in Furnishings Symbol a CAB Assembly Call Out 2 Refer to Specifications Room Wall Elevation Symbol N ( Direction of Project North Project Team Project Data Project Architect / Interior Design Applicable Codes All ...... @TLANTIS 97 Main Street, Unit W104 Building: Edwards, CO 81632 '03 International Building Co A30...... (with local amendments) Contacts: Terry Carpenter, AIA Schedules Jeff Metheney Mechanical: A42 '03 International Mechanical Phone: 970.926.2194 Code Fax: 970.926.2169 (with local amendments) Plumbing: General Contractor '03 International Plumbing Hyder Construction, Inc. Code 543 Santa Fe Drive (with local amendments) Denver, CO 80204 Fire: ; Contacts: Scott Miller ire Code ses'S 1 �- Phone: 303.825.1313 Accessibility (ADA): j Fax: 303.825.3223 '03 International Building Code & � Owner / Tenant ANSI A117.1 1 VRDC P.O. Box 959 Avon, CO 81620 137 Benchmark Road Avon, CO 81620 Electric: this National Electric Code PLC Contact: Ray Scott Phone: 970.845.2356 Fax: 970.845.2358 ARCHITECTURE INTERIOR DESIGN GRAPHIC DESIGN Index to Drawings & Construction Documents Cover... Notes / Index / Project Information A10 ..... Construction Floor Plan All ...... Reflected Ceiling Plan Al2...... Occupancy Analysis A20...... Elevations A30...... Details A40...... Schedules A41...... Schedules A42 iiie 1 VaI1 Wy.0T4WM I IWO 18W&YftJff § rffing of a permit s I e construed to be a permit for or an approval of, any violatio of f the provisions of this code or of any other ordinance of the iction. Permits presuming to give authority to violate or can the ,ions of this code or other ordinances of the jurisdiction shall no be The issuance of a permit based on construction documents nd data shall not prevent the building official from requiring the ;tion of errors in the constriction documents and other data. e ig official is also authorized to prevent occupancy or use of a ure where in violation of this code or of any other ordinances f EXAMINER: DATE: OF CSC 4 , ; � rAl Af /V I" R WENSE Na C -5233 i Y' GENERAL NOTES 1 REMOVE ALL DOOR5 AND FRAMES THAT MAY BE FRAMED WITHIN WALLS SCHEDULED TO BE REMOVED. 2 COORDINATE WITH FIRE MARSHAL AND LANDLORD ANY E O DEMOLITION THAT REQUIRES TEMPORARY REMOVAL OF ANY STORAGE FIRE PULL, DETECTOR OR ANNUNCIATOR. 4'- 41/2 " 106 3 ENSURE THAT NO DAMAGE OCCURS TO ANY COMPONENTS 6 ? 2 OUTSIDE OF THE CONSTRUCTION AREA. _ _ _ _ _ - _ _ A20 FACE FRAME a 4 PROTECT AND LEAVE IN PLACE ALL FIRE PROOFING E AND FIRE STOPS. CORRIDOR Q NEW SINK UPPERS ABD OVE 5 REMOVE TRASH DAILY IN ACCORDANCE WITH LOCAL CODES. 102 1 COORDINATE TRASH REMOVAL AND HOURS OF OPERATION WITH 1 LANDLORD AND LOCAL AUTHORIZING AGENCIES. 2' -6" 4' -1 1/4 " FC -1 6 PROVIDE SWITCHING TO EXISTING LIGHTING AND co MODIFY TRIM ON EXISTING LIGHTING TO PROVIDE ENTIRE LENGTH OF STAIR ABOVE 6 N LENS COVERS. SUBMIT SAMPLES TO ARCH. FOR APPROVAL. I E SHELVING 7 VERIFY OPERATION AND FUNCTION OF HVAC. L/ 8 PATCH EXISTING DRYWALL AND F NI5 TO A L. E L 4. z E ) V \ ��N• DENOTES 2HR \ 01 WALL TO DECK 5TORAGE V!"- N 101 1 m C FC -4 FLOOR TO CEILING MELAMINE SHELVING A Floor Plan 107 --- - - ----- - - - - - - i MODERNFOLD OFC-2 A AUUDIO WALL 15M Y \\ I j 1 .� NEW SINK W/ UPPERS ABOVE COUNTER, 55- Q z C A20 FC -2 N 51M. � A MA55AGE2 STORAGE N 105 / o 0 � �`� • FC -4 SHELVING 0 A I - MA55AGE1 I � 108 I I---- -- ---- - - - - -- FG -2 I I I o 10' -5 7/8 " NE INK W/ - UPPERS ABOVE NUNTER, SS -1-1 � I \� ® I -r- ALI( A20 NEW SINK W/ I >�ii UPPERS ABOVE I I a COUNTER, 55-1 REMOVE Q VANITY z HALL N.I.G. t` N W 00 CORRIDOR EX2 N.I.C. Cz WALL/ CEILING CONSTRUCTION TYPES LOUNGE 104 N SYMBOLS 1 LAYER 5/8" GYP BD EACH SIDE OF t= O 3 5/8" 20 GA MTL STUDS 016" O.C. W/ SOUND ATTENUATION BLANKETS COUNTER D SET BETWEEN EACH STUD. 7` CONT. 2 HR A55EMBLY ENTIRE LENGTH OF STAIR ABOVE OFFICE 103 0 1 FC -5 2 HOUR WALL I ( � LICEN' Na 2 LAYERS 5/8" TYPE X GYP BD EACH <\L✓) C. �0 O SIDE W/ JOINTS STAGGERED 16' TAPED 1 16" O.C.T 5 TYPE SCREWS; UL# U411DS @ HOUR SHAFT WALL O 1" LINEAR GYP BD PANELS INSERTED IN U5G C -H STUDS @ 24" O.C. W/ 2 LAYERS OF 5/8" TYPE X GYP BD ON VISIBLE 51DE STAGGER o JOINT516" TAPE & TREAT USE 5 TYPE SCREWS; UL# U415 N O 1 LAYER 5/8" GYP BD EACH SIDE OF 3 5/8" 20 GA MTL STUDS @ 16" O.C. C_,00001) O 1 LAYER 5/8" GYP BD EACH SIDE OF 3 5/8" 20 GA MTL STUDS 016" O.C. 1 HR ASSEMBLY TO BOTTOM OF DECK 1/4" =1' - 0 " O N ca C =3 G 0 L CU ►l 0 N N " rn CN i O � c_ mm �.. �3 ox 0) W I L LL ca a) rn CU U) N 0 a) 0 L O U U '0 L a) (D -c a O C o O o -0 CU m �. E U CU O Lo (0 r� > Project No. 04.115.VRI Issue Date: 04.14.05 Revisions: Q ASI #13 07.01.05 TOV 7.18.05 Title: Construction Floor Plan Scale: 1/8 " =1' -0" Sheet No. A10 E O MAN.& FED. RM. 100 FC -3 6 ? A A20 FACE FRAME a CABINET DOOR5 Q NEW SINK UPPERS ABD OVE E 1 CONT. 2 HR 2' -6" 4' -1 1/4 " - GLA55 ASSEMBLY ENTIRE LENGTH OF STAIR ABOVE 6 I SHELVING 5TORAGE V!"- N 101 1 m C FC -4 FLOOR TO CEILING MELAMINE SHELVING A Floor Plan 107 --- - - ----- - - - - - - i MODERNFOLD OFC-2 A AUUDIO WALL 15M Y \\ I j 1 .� NEW SINK W/ UPPERS ABOVE COUNTER, 55- Q z C A20 FC -2 N 51M. � A MA55AGE2 STORAGE N 105 / o 0 � �`� • FC -4 SHELVING 0 A I - MA55AGE1 I � 108 I I---- -- ---- - - - - -- FG -2 I I I o 10' -5 7/8 " NE INK W/ - UPPERS ABOVE NUNTER, SS -1-1 � I \� ® I -r- ALI( A20 NEW SINK W/ I >�ii UPPERS ABOVE I I a COUNTER, 55-1 REMOVE Q VANITY z HALL N.I.G. t` N W 00 CORRIDOR EX2 N.I.C. Cz WALL/ CEILING CONSTRUCTION TYPES LOUNGE 104 N SYMBOLS 1 LAYER 5/8" GYP BD EACH SIDE OF t= O 3 5/8" 20 GA MTL STUDS 016" O.C. W/ SOUND ATTENUATION BLANKETS COUNTER D SET BETWEEN EACH STUD. 7` CONT. 2 HR A55EMBLY ENTIRE LENGTH OF STAIR ABOVE OFFICE 103 0 1 FC -5 2 HOUR WALL I ( � LICEN' Na 2 LAYERS 5/8" TYPE X GYP BD EACH <\L✓) C. �0 O SIDE W/ JOINTS STAGGERED 16' TAPED 1 16" O.C.T 5 TYPE SCREWS; UL# U411DS @ HOUR SHAFT WALL O 1" LINEAR GYP BD PANELS INSERTED IN U5G C -H STUDS @ 24" O.C. W/ 2 LAYERS OF 5/8" TYPE X GYP BD ON VISIBLE 51DE STAGGER o JOINT516" TAPE & TREAT USE 5 TYPE SCREWS; UL# U415 N O 1 LAYER 5/8" GYP BD EACH SIDE OF 3 5/8" 20 GA MTL STUDS @ 16" O.C. C_,00001) O 1 LAYER 5/8" GYP BD EACH SIDE OF 3 5/8" 20 GA MTL STUDS 016" O.C. 1 HR ASSEMBLY TO BOTTOM OF DECK 1/4" =1' - 0 " O N ca C =3 G 0 L CU ►l 0 N N " rn CN i O � c_ mm �.. �3 ox 0) W I L LL ca a) rn CU U) N 0 a) 0 L O U U '0 L a) (D -c a O C o O o -0 CU m �. E U CU O Lo (0 r� > Project No. 04.115.VRI Issue Date: 04.14.05 Revisions: Q ASI #13 07.01.05 TOV 7.18.05 Title: Construction Floor Plan Scale: 1/8 " =1' -0" Sheet No. A10 EQ EQ CONSTRUCT HEADER TO UNDERSIDE OF DECK TO PROTECT EXISTING FIRE LID IN EXISTING CORRIDOR p N n 1Wi EQ 5' -0" EQ Refelcted Ceiling Plan 0 C- 2 0 7-4" AFF 0 0 Q O C -1 ®T -4" AFF C -2 @ 7-4" EXISTING CEILING EQ 'w 6' 0" EQ 0 O -- - - - - -- 0 - - - - -- — C -1 @ 7-4" AFF C -1 0 7-3" AFF rn PROVIDE A 2 HR o FNOTE: ING ASSEMBLY UL # D779. RE AIL A/A30. CONTRACTOR /COIGN CVIGTIAI/_ IAIGT Refelcted Ceiling Plan 0 C- 2 0 7-4" AFF 0 0 Q O C -1 ®T -4" AFF C -2 @ 7-4" EXISTING CEILING EQ 'w 6' 0" EQ 0 O -- - - - - -- 0 - - - - -- — C -1 @ 7-4" AFF 0 rn 0 v w ca OF C EXISTING CEILING LENTER ENSE Na C -5233 ARC�� 1/4" =1' -D" v 0 q- 0) 7� NN N� com 00 rn rn �O U oO cn c N N cc c �3 ox rnw ni Sheet No. A11 C -1 0 T -4" AFF NG CEILING O Cl) N rn C v (� ca C .C: 2 :3 06 A O L_ U " t7 C U N in N > a o o 0 O v L .E o _ C� CC O ca Project No. 04.115.VRI Issue Date: 04.14.05 Revisions: Q j ASI #13 07.01.05 Q TOV 07.18.05 Title: Reflected Ceiling Plan Scale: 1/4 " =1' -0" Sheet No. A11 C -1 0 T -4" AFF NG CEILING EGRE55 ANALY515 TOTAL OCCUPANTS TH15 AREA 204 NUMBER OF EGRE55 REQ. 2 EGRE55 WIDTH REQUIRED 31" TH15 AREA HAS THREE MEANS OF EGRESS AFTER PROP05ED CONSTRUCTION WITH A TOTAL EGRE55 WIDTH OF 126" AREA OF CONSTRUCTION EGRE55 #1 48" WIDE It CORRIDOR LU Q� mw� 114 MV IV MANUCURE M 1Illn PEDICURE L05BY Occupancy 1116" =1' -0" O Cn N C C � G O �L L of Project No Issue Date Revisions: 0 IT 0') N 0) 7� NN U� (b C6 °0 rn rn �0 00 vJ - MG) C w 2 ai c� cm oX rnw a- LL CD N 0 ca C (D O U = U U 7 a 4- a� N N � a O o ° a) C) o -EEC Co O r N 2w n > 04.115.VRI 04.14.05 Title: Occupancy Analysis Scale: 1/16 " =1' -0" Sheet No. Al2 o� o �LU Q� mw Analy5i5 Plan AREA = 2004 AREA PER OCC = 300 OCCUPANT LOAD = 7- u . . C�Z�Z�Z�Z�Z�7 AREA =1448 AREA PER OCC = 15 OCCUPANT LOAD = 97 EGRE55 #3 42" WIDE - AREA = 2239 AREA PER OCC =100 OCCUPANT LOAD = 22 I � � I � OF COQ X, r. , nE � V A EGRE55 #2 36" WIDE EXISTING 3 HR WALL SEPARATES BUILDING I M& aws® AREA =659 AREA PER OCC =15 OCC. LOAD =44 • n 5 7/8" DEEP GLA55 SHELVING ON (3) DOUG MOCKETT SHELF SUPPORTS #5H18A (TYP OF 5 SETS) Elevation 9 Manicure and Pedicure Rm. 5cale:1 /2" =1' -0" LOCATION OF HAND SINK, SEE SPECS FOR DETAILS FACE FRAME CABINET DOORS D D V 0 � vrn (V �m NN NN O� O� N0 00 U) _ m CD C 2 c c: N �3 oX rn w ( ii . OF COt Title: Elevations Cn L NTER N NSE N0. Sheet No. <i0 G5233 C� ,��� A20 M C6 ca C: C 2 :3 06 O C U U U cc C6 O N N / n -0 20 o a 1 m O L :3 CD V C N o _' U > Project No. 04.115.VRI Issue Date: 04.14.05 Revisions: 07.01.05 Q A A20 OF COt Title: Elevations L NTER Scale: 1/2 " =1' -0" NSE N0. Sheet No. <i0 G5233 C� ,��� A20 v 0 � vrn N (3) FILL GAP WITH ') U) Cc N N � co co �; pp NN ROCK WOOL EXISTING GONG„ METAL O rn rn DECKING AND STRUCTURE EXISTING GONG. PAN a 5TAIK ASSEMBLY m m m� C o rn w o_ -------- - - - - -- ---- - - - - -- .. .� - - - - - -- - (2) LAYEK5 518" GYP BD 21/2" C -H CHANNEL 1" GYP BD PANEL O N NEW 2 HK SHAFTWALL ATTACHED 5PKAY APPLIED FIKEPKOOFING TO 5TKINGEK BY CLIPS AND CK055 PEK UL # D779 N ca KUNNEKS C� CU C T O (D o P_ co U U � � TYPICAL FLOOR /CEILING 2 HR SEPARATION W/ STAIR PROTECTION A a o o Cn Scale: 3/4" - 1' -0" A30 0 0 U 1D `o L 0 E 0 CU CU 0 ,CU 2 2 0 > U 0-5w o r Project No. 04.115.VRI Issue Date: 04.14.05 Revisions: Title: Details Scale: 3/4 " =1' -0" Sheet No. A30 0 MARK DESCRIPTION MANUFACTURER HARDWARE KOHLER WALL MOUNTED LAVATORY FACET TRIM # V* 0 TYPE D0012 SCHEDULE SIZE (WXH) WITH 9" SPOUT, MODEL #K - T197 MATERIAL FINISH KOHLER BOLERO ROUND LAVATORY WITH MIRROR FINISH KOHLER: www.kohler.com 3 a 01 m 3' -0" x 6' -8" COLOR: ROUSSILLON RED METAL STEEL 7co �� NN Coco EXIST NG ` :00 0 o O C) 1 1/2 HR FIRE RATED MATCH MATCH Cn vi (D CD MATCH 02 OFFICE - 103 3' -0" x 6' -8" 1 3/4" _ STEEL 1 EXISTING EXI STI N G �3 w ox a MATCH MATCH 03 CD Ica 1 3/4" METAL STEEL 1 EXISTING EXI STI N G MATCH MATCH 04 STORAGE - 106 3' -O" x 6' -8" 15/411 METAL STEEL 1 EXISTING EXI STI N G MATCH MATCH REUSE EXISTING 05 MASSAGE ROOM 2 - 107 3' -O" x 6' -8" 1 3/4" METAL STEEL 1 EXISTING EXISTING DOOR REMOVED MATCH MATCH 06 MASSAGE ROOM 1 - 108 3' -0" x 6' -8" 13/4 METAL STEEL 1 EXISTING EXISTING MATCH MATCH 07 MASSAGE ROOM 2 - 107 3' -0" x 6' -8" 1 3/4" METAL STEEL 1 N EXI 5TI N G EX1 LOUNGE - 104 3' -0" x 6' -8" 15/411 � rn STEEL EXISTING 1 EX2 HALL 3' -0" x 6' -8" 1 3/4" ca EXISTING STEEL EXISTING 1 HARDWARE 'TYPE SEE HARDWARE SCHEDULE SHEET A42 O CU Ca N o T C O G :3 U :3 U m ca �, in N OF c ot 0- c o 20 c o o m NOTE: DOORS 06 AND 07 TO HAVE INSULATED .2 =3 cn o FRAMES AND DOORS, CONTINUOUS SOUND SEAL L- E U AROUND DOOR AND AUTOMATIC DOOR BOTTOM c'6 M O 2 w `O _ — r- > ENTER FROM f EMKO #41315NRL. Project No. 04.115.VRI NSE No. C-= Issue Date: 04.14.05 Revisions: SINK AND FAUCET SCHEDULE Qj 07.01.05 Q Title: Door Schedule ED Scale: NTS FINISH, MODEL # K- 2610 -M Sheet No. KOHLER VESSELS DOLCE VITA LAVATORY WITH IRON BLACK UNDERSIDE, MODEL # K- 2815- P5 -R1, KOHLER: www.kohler.co A40 -- - MARK DESCRIPTION MANUFACTURER HARDWARE KOHLER WALL MOUNTED LAVATORY FACET TRIM # TYPE KOHLER: www.kohler.com SIZE (WXH) WITH 9" SPOUT, MODEL #K - T197 MATERIAL FINISH KOHLER BOLERO ROUND LAVATORY WITH MIRROR FINISH KOHLER: www.kohler.com 3 a 01 m 3' -0" x 6' -8" COLOR: ROUSSILLON RED METAL DOOR LOCATION DOORS FRAMES HARDWARE REMARKS # TYPE SIZE (WXH) THICKNESS MATERIAL FINISH MAT. FINISH 01 MANICURE AND PEDICURE - 100 3' -0" x 6' -8" 1 3/4" METAL STEEL 1 EXIST NG EXIST NG 1 1/2 HR FIRE RATED MATCH MATCH 02 OFFICE - 103 3' -0" x 6' -8" 1 3/4" METAL STEEL 1 EXISTING EXI STI N G MATCH MATCH 03 STORAGE - 105 3' -O" x 6' -8" 1 3/4" METAL STEEL 1 EXISTING EXI STI N G MATCH MATCH 04 STORAGE - 106 3' -O" x 6' -8" 15/411 METAL STEEL 1 EXISTING EXI STI N G MATCH MATCH REUSE EXISTING 05 MASSAGE ROOM 2 - 107 3' -O" x 6' -8" 1 3/4" METAL STEEL 1 EXISTING EXISTING DOOR REMOVED MATCH MATCH 06 MASSAGE ROOM 1 - 108 3' -0" x 6' -8" 13/4 METAL STEEL 1 EXISTING EXISTING MATCH MATCH 07 MASSAGE ROOM 2 - 107 3' -0" x 6' -8" 1 3/4" METAL STEEL 1 EXISTING EXI 5TI N G EX1 LOUNGE - 104 3' -0" x 6' -8" 15/411 EXISTING EXISTING STEEL EXISTING 1 EX2 HALL 3' -0" x 6' -8" 1 3/4" EXISTING EXISTING STEEL EXISTING 1 HARDWARE 'TYPE SEE HARDWARE SCHEDULE SHEET A42 Y ' FINISH SCHEDULE WALLS 0 TYPE ITEM CODE ITEM CODE &DESCRIPTION E S W �N .7m �to NN � C -1 5/8" GYPSUM BOARD TAPED AND FINISHED TO A LEVEL 4 FINISH Z � J o N0. N CO CO z C -2 2 x 2 ACOUSTICAL LAY -IN CEILING TILES -MATCH EXISTING U F CD 0 rn rn C) C) MANICURE rn w U 100 5-1 S - 2 ca m V -1 V -1 V -1 V -2 C -1 P -1 CROWN MOLDING, STAIN TO 2 3 oX cs) P -1 MATCH EXISTI PAINT COLOR AND E rnw a- U_ -2 JOHNSONITE, VINYL WALL BASE -SIZE, STYLE AND COLOR TO MATCH EXISTING z V -1 L51/ BOYD VINYL WALL COVERING - COMMAND /HAMACHI / CM51 - 8260 /WHEAT 101 STORAGE 5-2 FG -4 < w V -2 L51/ BOYD VINYL WALL COVERING - COMMAND /HAMACHI / CM51 - 8269 /HONEY P -1 C -1 P -1 0 HALL 5-1 FC -1 P -1 P -1 P -1 P -1 U p_1 PATCH AND INFILL EXISTING FC -1 EXISTING CARPET - TO BE DETERMINED BY THE MARRIOTT 1 CEILING 103 OFFICE 5 FC -5 P -1 P -1 P -1 P -1 C -2 - z FC -2 FORGO LINOLEUM /ETERNAL WOOD COLLECTION / 28022 / MERBAU 5A FC -5 P -1 P -1 P -1 i� o FC -3 DESIGN MATERIALS INC., NATURAL STONE, SERIES: TRAVERTINE, COLOR: RED TRAVERTINE, SIZE: 12 x 12 105 STORAGE 5-2 FG -4 P -1 P -1 P -1 P -1 C -2 - � FC -4 VINYL TILE - MANNINGTON - SOLIDPOINT - 338 CHERRYWOOD - 12" X 12" 5-2 FC -4 P -1 P -1 P -1 P -1 FC -5 CARPET - CONSTANTINE - CORPORATE EXCHANGE - C20782 ACCOUNTABILITY O 70 -1 E - 17 - 0 - 0 N OGEE -SIZE ANDS MATCH EXIS NG � rn CROWN MOLDING, STAIN TO 107 MASSAGE 2 5-1 FC -2 V -1 V -1 V -1 V -2 C -1 p_1 ZODIAQ, QUARTZ SURFACE - COLOR: CINNAM N SPICE C Cn - 'SOLID K TTY PINE BASE -STYLE AND STAIN TO MATCH EXISTING N ca � w C Q � m 108 MASSAGE 1 B -1 FC -2 O o a� V -2 5 P -1 (D MATCH EXISTING CU "a a) ROOM FINISH SCHEDULE > a o o O L) E > U � d ca O ca 0 � •� 2 2 ti > co T Project No. 04.115.VRI NSE 11 G -5233 Issue Date: 04.14.05 Revisions: 07.01.05 � 1 Title: Finish Schedules Scale: NTS Sheet No. 1 A41 WALLS N E S W W `� � o Z -' � Z � J o N0. ROOM m --I U F v � REMARKS MANICURE 100 5-1 FC -3 V -1 V -1 V -1 V -2 C -1 P -1 CROWN MOLDING, STAIN TO AND PEDICURE -2 JOHNSONITE, VINYL WALL BASE -SIZE, STYLE AND COLOR TO MATCH EXISTING WALLS N E S W W `� � o Z -' � Z � J o N0. ROOM m --I U F v � REMARKS MANICURE 100 5-1 FC -3 V -1 V -1 V -1 V -2 C -1 P -1 CROWN MOLDING, STAIN TO AND PEDICURE MATCH EXISTING 101 STORAGE 5-2 FG -4 P -1 P -1 P -1 P -1 C -1 P -1 102 HALL 5-1 FC -1 P -1 P -1 P -1 P -1 C -1 p_1 PATCH AND INFILL EXISTING CEILING 103 OFFICE 5 FC -5 P -1 P -1 P -1 P -1 C -2 - 104 LOUNGE 5A FC -5 P -1 P -1 P -1 P -1 C -2 - 105 STORAGE 5-2 FG -4 P -1 P -1 P -1 P -1 C -2 - 106 STORAGE 5-2 FC -4 P -1 P -1 P -1 P -1 C -2 - CROWN MOLDING, STAIN TO 107 MASSAGE 2 5-1 FC -2 V -1 V -1 V -1 V -2 C -1 p_1 MATCH EXISTING CROWN MOLDING, STAIN TO 108 MASSAGE 1 B -1 FC -2 V -1 V -1 V -1 V -2 C -1 P -1 MATCH EXISTING 0 HARDWARE TYPE TYPE 1 QTY MFG FINISH DE5CRIPTION 3 MCKINNEY DARK BRONZE 4 BEARING HD FULL MORTISE HINGE T4A3786 3 IVES GRAY SILENCERS #5K64 1 FALCON DARK 5RONZE CLASSROOM LOCKSET #T561 -612 DANE STYLE 1 IVES US10B OIL RUBBED BRONZE WALL BUMPER #W5401CCV QTY MFG FINISH DESCRIPTION 3 MCKINNEY DARK BRONZE 4 BEARING HO FULL MORTISE HINGE T4A3786 3 IVES GRAY SILENCERS # 5K64 1 FALCON DARK BRONZE CLASSROOM LOCKSET #T501 -612 DANE STYLE 1 IVES U5105 OIL RUBBED BRONZE WALL BUMPER #W5401CCV TYPE 3 QTY MFG FINISH DESCRIPTION 3 MCKINNEY DARK 5KONZE 4 BEARING HD FULL MORTISE HINGE T4A3786 3 IVES GRAY SILENCERS # 5K64 1 FALCON DARK BRONZE CLASSROOM LOCKSET #T101 -612 DANE STYLE 1 IVES 05105 OIL RUBBED BRONZE WALL BUMPER #W5401CCV TYPE 3 QTY MFG FINISH DE5CRIPTION 3 MCKINNEY DARK BRONZE 4 SEARING HD FULL MORTISE HINGE T4A3756 3 IVES GRAY SILENCERS # SK64 1 FALCON DARK BRONZE CLASSROOM LOCK5ET #T521 -612 DANE STYLE 1 IVES U51013 OIL RUBBED BRONZE WALL BUMPER #W5401CCV NOTES: 1. CONTRACTOR TO FKOVIDE ALL HARDWARE AS REQUIRED FOR DOOR TO FUNCTION AS DEPICTED IN CONSTRUCTION DOCUMENTS. 2. CONTRACTOR TO ENSURE FKOFER HANDING, OPERATION AND FIRE RATING FKIOK TO ORDERING HARDWARE. G.C. TO SUFFLY SUBM LS @ LIZALL 3. G.C. TO PROVIDE SACKING BEHIND ALL WALL 13UMFEK5 AND REMOTE HARDWARE AS REQUIRED. 4. G.0 TO PROVIDE ALL SMOKE SEALS AND CORRDINATOR5 AS REQUIRED TO MAINTAIN FIRE RATINGS OF RATED DOORS L � MCENSE No. < C-5233 O Cn N c O L CU ►l Project No. Issue Date Revisions: Title: Hardware Schedule v 0 ( CN �� NN U) co co " 00 rn CN i TO o0 vn - rn rn c N � 3 ox 0) w dU- a� rn CU c� oj5 T o P U U ca N CL C c o 0 0 - 0 N C) � 2 7 N CO -° E D E Cc 0 L c0 �> 04.115.VRI 04.14.05 Scale: NTS Sheet No. A42 _a . FLAG NOTES 1� INSTALL NEW LL =1 COUNTER MOUNTED SINK AND WALL CARRIER. CONNECT HOT AND COLD WATER PIPING TO NEAREST MAINS ABOVE CEILING, PROVIDE ISOLATION VALVES ABOVE CEILING. CONNECT WASTE PIPING TO EXISTING BELOW FLOOR. CONNECT VENT PIPING TO EXISTING ABOVE CEILING. CONTRACTOR SHALL VERIFY EXACT LOCATION OF EXISTING UTILITIES. 2� PEDICURE CHAIR IS PROVIDE BY OTHERS, LOCATION TO BE COORDINATED IN FIELD. CONTRACTOR SHALL VERIFY ALL UTILIY REQUIREMENTS. CONNECT NEW HOT AND COLD WATER PIPING TO PEDICURE CHAIR CONNECTIONS, PROVIDE ISOLATION VALVES ABOVE CEILING. WASTE PIPING SHALL CONNECT TO EXISTING BELOW FLOOR. CONNECT VENT PIPING TO EXISTING ABOVE CEILING. CONTRACTOR SHALL VERIFY EXACT LOCATION OF EXISTING UTILITIES. WATER SUPPLY AND DRAIN OUTLET BOX OB -1. CONNECT NEW HOT WATER AND COLD WATER TO NEAREST MAINS. CONNECT NEW 2" DRAIN TO NEAREST WASTE PIPE. CONNECT VENT TO EXISTING VENT PIPING ABOVE CEILING. © COPYRIGHT 2004 AA #20047890 Permission to reproduce all or part of this Drawing is hereby granted solely for the limited purpose of construction of this project or orchiving. Unauthorized copying, disclosure or construction use without written permission of Alvine and Associates, Inc. is p r o hibi ted by copy righ t l �p0 REG1__ CO 33484 % e e•��k' ` ,fi '� 1 , LT A 1102 Douglas On The Mall Omaha, Nebraska 68102 402/346 -7007 A Fax 402/346 -9576 Alvine and Associates Inc. engineers and consultants Revieione: T.O.V. COMMENTS 07 -14 -051 Title: Basement Floor Plan - Mechanical Scale: 1/8" = I' -0" Sheet No. y I.O HVAC GENERAL NOTES: 1, SEE ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT - - - - - - - -- - -T -- DIFFUSER, REGISTER, GRILLE, AND CEILING MOUNTED DEVICE ............ ...... LOCATIONS. N N 2. DO NOT RUN DUCTWORK OR PIPING ABOVE ELECTRICAL PANELS O 4 o O O 0 0 12/8 SA 10x8 G -1 OR IN CODE REQUIRED CLEARANCE SPACES. COORDINATE ALL . v 1 LL = 1 75 ROUTING WORK WITH ALL TRADES, o v ii _ ._ / _ 12. $ _ _.... _, 3. CONTRACTOR SHALL COORDINATE LOCATION OF DUCTWORK IN a o . S CEILING SPACE WITH ALL TRADES PRIOR TO FABRICATION AND M W a Q LL EM ORA ; , INSTALLATION OF DUCTWORK. 0x8 "_ ' 8 "0 D 10/6 i 4. DUCTWORK AND EQUIPMENT SHOWN HALF -TONE IS EXISTING TO &L - 2 110 REMAIN. DUCTWORK AND EQUIPMENT SHOWN FULL -TONE IS 8 G - 1 100 M 12/6 ° NEW. 8 0 D - 2 $ "0 p - ` 5. PROVIDE VOLUME DAMPER IN ALL BRANCH TAKEOFFS ` 130 0 i ° CONNECTING TO DIFFUSERS OR REGISTERS. -- -- -- - - - - - -_- --- - -_ - -- l� 1 10/6 6. COORDINATE SCHEDULE OF SHUTDOWN FOR EXISTING HVAC 1 8 SA 8/10 S - -- SYSTEMS, FOR INSTALLATION OF NEW HVAC SYSTEMS, WITH THE 2 S 10/6 — OWNER'S REPRESENTATIVE PRIOR TO SHUTDOWN. --- 10 6 FRD 1 7 ALL WORK SHALL COMPLY WITH LOCAL CODES, INTERNATIONAL i - - - -- Q =a` BUILDING CODE, INTERNATIONAL MECHANICAL CODE, AND NFPA. 3 6 „ 0 D —1 _ - -- -- - .- - - - - -. .. . "o E .. . ............... 10x8 G —,1 115 8 D -2 1 100 p L =1 a PLUMBING GENERAL NOTES: 14 CAP ° �[ 1. DO NOT RUN PIPING ABOVE ELECTRICAL PANEL OR IN CODE REQUIRED i 6 10x8 G -1 CLEARANCE SPACES. COORDINATE ALL ROUTES WITH ALL TRADES PRIOR TO x S 115 INSTALLATION. v W L -1 — 1 10x6 G -1 RD a c i Q __ 12/7 EA 2. CLEAN EXISTING UNDERGROUND SANITARY PIPING WITH CABLE AND BLADE - v . PRIOR TO INSTALLATION AND CONNECTION OF NEW PIPING. 3 a 'I ;R a O 10 1 N w 3. PROVIDE WALL- AND FLOOR MOUNTED SEWER CLEANOUTS AS REQUIRED BY i $'0 p -2 ° CODE. COORDINATE LOCATION IN FIELD. o -- cL 115 ° � ^ — � is 4. COORDINATE SHUT DOWN OF EXISTING WATER SERVICE WITH OWNERS > E d s a _ -_ :_- - ----------- _._.___ -- REPRESENTATIVE. ° o Q o o BASEMENT 5. EQUIPMENT ITEMS. FURNISH AND INSTALL SHUT -OFF VALVES FOR WATER SUPPLY AT ALL p i C v o ° o 3U FLOOR PLAN - MECHANICAL 6. SAW CUT AND REMOVE FLOOR AS REQUIRED FOR INSTALLATION OF NEW � g °� � Q t-- r >° PIPING. REPAIR FLOOR TO MATCH EXISITNG. SCALE: 1 /8" = 1' -0” M1.0 7. INSULATE ALL NEW DOMESTIC COLD WATER, HOT WATER PIPING Project No. 04.107.VRI WITH MINERAL -FIBER PIPE INSULATION, TYPE I, 2" THICK. Iesue Date: 07.14.05 FLAG NOTES 1� INSTALL NEW LL =1 COUNTER MOUNTED SINK AND WALL CARRIER. CONNECT HOT AND COLD WATER PIPING TO NEAREST MAINS ABOVE CEILING, PROVIDE ISOLATION VALVES ABOVE CEILING. CONNECT WASTE PIPING TO EXISTING BELOW FLOOR. CONNECT VENT PIPING TO EXISTING ABOVE CEILING. CONTRACTOR SHALL VERIFY EXACT LOCATION OF EXISTING UTILITIES. 2� PEDICURE CHAIR IS PROVIDE BY OTHERS, LOCATION TO BE COORDINATED IN FIELD. CONTRACTOR SHALL VERIFY ALL UTILIY REQUIREMENTS. CONNECT NEW HOT AND COLD WATER PIPING TO PEDICURE CHAIR CONNECTIONS, PROVIDE ISOLATION VALVES ABOVE CEILING. WASTE PIPING SHALL CONNECT TO EXISTING BELOW FLOOR. CONNECT VENT PIPING TO EXISTING ABOVE CEILING. CONTRACTOR SHALL VERIFY EXACT LOCATION OF EXISTING UTILITIES. WATER SUPPLY AND DRAIN OUTLET BOX OB -1. CONNECT NEW HOT WATER AND COLD WATER TO NEAREST MAINS. CONNECT NEW 2" DRAIN TO NEAREST WASTE PIPE. CONNECT VENT TO EXISTING VENT PIPING ABOVE CEILING. © COPYRIGHT 2004 AA #20047890 Permission to reproduce all or part of this Drawing is hereby granted solely for the limited purpose of construction of this project or orchiving. Unauthorized copying, disclosure or construction use without written permission of Alvine and Associates, Inc. is p r o hibi ted by copy righ t l �p0 REG1__ CO 33484 % e e•��k' ` ,fi '� 1 , LT A 1102 Douglas On The Mall Omaha, Nebraska 68102 402/346 -7007 A Fax 402/346 -9576 Alvine and Associates Inc. engineers and consultants Revieione: T.O.V. COMMENTS 07 -14 -051 Title: Basement Floor Plan - Mechanical Scale: 1/8" = I' -0" Sheet No. y I.O N h 0 U U 0 PLUMBING EQUIPMENT AND CONNECTION SCHEDULE LL =1 LAVATORY (PUBLIC, WALL) KOHLER "DOLCE VITA ", COLOR SPECIFIED BY ARCHITECT, CAST IRON, WALL HUNG, DRILLED TO MEET REQUIREMENTS OF FAUCET. SIZE: 17 1/2x17 1/2. FAUCET: CHROME PLATED BRASS, KOHLER "FALLING WATER" WITH SINGLE LEVER HANDLE, 6" SPOUT WITH AERATOR AND GRID DRAIN. PROVIDE WITH OPTIONAL WALL MOUNT BRACKET. WASTE VENT CW HW 1 1/4" 1 1/4" 1/2" 1 1/2" REMARKS OB -1 OUTLET BOX GUY GRAY MODEL WB200. RECESSED GALVANIZED OR PAINTED BOX AND FACEPLATE. PROVIDE SINGLE LEVER COMBINATION FAUCET, 1/2" SUPPLIES WITH STOPS, 2" DRAIN, AND TRAP. SUPPLY HOSES SHALL BE ASTM D3571. 30" LONG RUBBER HOSES WITH METAL BRAID COVER. PROVIDE WOOD BLOCK REINFORCING. WASTE VENT CW HW - 2" 1/2" 1/2" REMARKS MAXIMUM STATIC PRESSURE (IN W.G.) © COPYRIGHT 2004 AA #20047890 Permission to reproduce all or part of this Drawing is hereby granted solely for the limited purpose of construction of this project or archiving. Unauthorized copying, disclosure or construction use without written permission of Alvine and Associates, In is prohibited by copyright law. OQ'P ® CO 334gq,� i '� : S�ONAI.E� ✓�� " l A 1102 Douglas On The Mall Omaha, Nebraska 68102 402/346 -7007 /A Fax 402/346 -9576 Alvine and Associates Inc. engineers and consultants d- v a� o� N NN N N �o 00 X 0` M O A o O x ° aw a►° Project No. 04.107.VRI Issue Date: 07.14.05 Revisions: T.O.V. COMMENTS 07 -14- Title: Mechanical Details and Schedules Scale: 1/6" 2 1' -0" Sheet No. M2.0 DIFFUSER REGISTER AND GRILLE 1 SCHEDULE 0 MARK D -1 L O OC G -1 v r DESCRIPTION LOUVER FACE VAV � v DEFLECTION � x 4 —WAY oW MAXIMUM STATIC PRESSURE (IN W.G.) 0.08 C o v 0.10 O CONSTRUCTION MATERIAL STEEL STEEL STEEL C H U FINISH U in v v E v O Q o O 2424 SEE PLANS v` Ao � TITUS U d v d MODEL NUMBER Q n ,o r> Project No. 04.107.VRI Issue Date: 07.14.05 Revisions: T.O.V. COMMENTS 07 -14- Title: Mechanical Details and Schedules Scale: 1/6" 2 1' -0" Sheet No. M2.0 DIFFUSER REGISTER AND GRILLE 1 SCHEDULE 0 MARK D -1 D -2 G -1 DESCRIPTION LOUVER FACE VAV GRILLE DEFLECTION 4 —WAY 4 —WAY SINGLE MAXIMUM STATIC PRESSURE (IN W.G.) 0.08 0.10 0.10 CONSTRUCTION MATERIAL STEEL STEEL STEEL FINISH — — — FACE SIZE (IN) 24x24 2424 SEE PLANS MANUFACTURER TITUS TITUS TITUS MODEL NUMBER TMS —FR ZCOM 350ZFL ACCESSORIES O.B.D. (3) — REMARKS (1) (2) — O.B.D. REMARKS: (1.) CONTRACTOR SHALL VERIFY CEILING CONSTRUCTION PRIOR TO FURNISHING MATERIAL. (2.) FIRE RATED THREE HOUR SQUARE CEILING DIFFUSER. (3.) PROVIDE WITH: —WALL MOUNT ADJUSTMENT (ZWMA) HARD WIRE SET POINT ADJUSTER. OCCUPANT SETPOINT AJSUSTEMT +/— 3 DEGREES. — PROVIDE MINIMUM OF ONE "ZAPPER" REMOTE CONTROL FOR HEATING AND COOLING ADJUSTMENTS. — ROVIDE 120V TO 24V TRANSFORMER. (4•) N T USED (5.) NOT USED i "E" INDICATES EXISTING TO REMAIN (TYP) 0/ f REMOVE HATCHED ITEMS (TYP) %7j(, E I t 0 E I L -- I ,�% I I 0 �/, 0 I I I rrr I I BASEMENT FLOOR PLAN - ELE CTRICAL DEMOLITION SCALE: 1/8" = V -0" FLAG NOTES 1� REMOVE EXISTING LIGHT FIXTURES IN THIS SPACE. REMOVE ACCESSIBLE CONDUIT BACK TO SOURCE. REMOVE WIRING BACK TO SOURCE. Title: Bosement Floor Plan - Electrical Demolition © COPYRIGHT 2004 AA #20047890 Permission to reproduce all or part of this Drawing is hereby granted solely for the limited purpose of construction of this project or archiving. Unauthorized copying, disclosure or construction use without written permission of Alvine and Associates, Inc. is prohibited by copy l 44% 1102 Douglas On The Mall Omaha, Nebraska 68102 402/346 -7007 ,A Fax 402/346 -9576 Alvine and Associates Inc. engineers and consultants N NN NN o " °' °' �0 00 U G , a . X o 0 m • ° c v o z Q w ii ii i E O lC � d d1 N v W � C a v i L u 0— U U d t O O Q o o 0 d o oy .� N � in 'o L Q r> Project No. 04.107.VRI Issue Date: 07.14.05 Revisions: kale: 1/8" : 1' -0" iheet No. E 0. 1 t 0 CONNECT TO CONTROL LIGHTS IN ROOM (TYP) CONNECT TO EXISTING CIRCUI FORMERLY SERVING LIGHTS IN THIS SPACE --\ ROUTE TO NEAREST 120V PANEL. PROVIDE 15/1 GFI CIRCUIT BREAKER IN EXISTING PANEL OMSTORAGE WL CONNECT TO HALL EXISTING CIRCUIT N.I.C. HALL N.I.C. ROUTE TO NEAREST 120V PANEL. PROVIDE 20/1 CIRCUIT BREAKER IN EXISTING PANEL (TYP) BASEME FLOOR PLAN - ELECTRICAL SCALE: 1/8" = V -0" NOTES: 1. CONTRACTOR TO VERIFY LIGHT FIXTURE CATALOG NUMBER AND INSTALLATION REQUIREMENTS PRIOR TO ORDERING. ® COPYRIGHT 2004 AA #20047890 2. PROVIDE WITH DIMMABLE BALLAST. Permission to reproduce all or part of this Drawing is hereby granted solely for the limited purpose of construction of this project or archiving. Unauthorized copying, disclosure or construction use without written permission of Alvine and Associates, In is pro hibited by copyright law. A 1102 Douglas On The Mall Omaha, Nebraska 68102 402/346 -7007 ,A Fax 402/346 -9576 Alvine and Associates Inc. engineers and consultants It It 0-0 N NN N N D ao o` 0` '00 r- r- X A O � � C O O X 1L W n. 1L 1� L O LIGHTING FIXTURE SCHEDULE IX FIXT MANUFACTURER CATALOG NO. (NOTE 1) LAMP DATA VOLTS MOUNTING DESCRIPTION REMARKS QUANTITY AND SIZE TYPE 1 LITHONIA 1SP8- 2- 32— Al2125 -120 (2) 32W 3500K F 120 FLUSH CEILING 1X4 TROFFER 2 PRESCOLITE FT6CF2HTO60C (1) 26W 3500K CF 120 FLUSH CEILING 2 —HOUR FIRE RESISTANT v 3 LITHONIA 2SP8- 2- 32— Al2125 -120 (2) 32W 3500K FF 120 FLUSH CEILING 2X4 TROFFER s 4 LITHONIA AF- 1- 26DTT -6 —AR -120 (1) 26W 3500K 120 FLUSH CEILING RECESSED DOWNLIGHT (2) NOTES: 1. CONTRACTOR TO VERIFY LIGHT FIXTURE CATALOG NUMBER AND INSTALLATION REQUIREMENTS PRIOR TO ORDERING. ® COPYRIGHT 2004 AA #20047890 2. PROVIDE WITH DIMMABLE BALLAST. Permission to reproduce all or part of this Drawing is hereby granted solely for the limited purpose of construction of this project or archiving. Unauthorized copying, disclosure or construction use without written permission of Alvine and Associates, In is pro hibited by copyright law. A 1102 Douglas On The Mall Omaha, Nebraska 68102 402/346 -7007 ,A Fax 402/346 -9576 Alvine and Associates Inc. engineers and consultants It It 0-0 N NN N N D ao o` 0` '00 r- r- X A O � � C O O X 1L W n. 1L 1� L O � W 1L X X D W ID o v 3 O 0 00 � v 0— U O U in v £ u e s 0 i O Q o a o C` i V 0 v Q r> Project No. 04.107.VRI Issue Date: 07.14.05 Revisions: Title: basement Floor Plan - Electrical Sheet No. GENERAL NOTES 1. PROVIDE 120V POWER FOR THERMA- FUSERS /SENSORS. VERIFY LOCATION OF THERMA- FUSERS /SENSORS WITH MECHANICAL. (QUANTITY 5) 2. REVISE EXISTING CIRCUITING TO ACCOMMODATE NEW SWITCHING SCHEMES INDICATED. INSTALL GREEN INSULATED GROUND WIRE WITH ALL NEW LIGHTING, RECEPTACLE AND EQUIPMENT BRANCH CIRCUITS. APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNS Project #: rz �M Building Permit #:2a! ' 97079421+9 (Inspections) TOWN OF VAL \/L UIL I T PLICATION re req ectir g, mechanical, etc.! vw 75 S. Frontage Rd. 6 Vail, Colorado 81657 CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact and Phone #'s: t{yd.ce COA:s+ruc4,'�-A 104 A �o'lk hli(�er �3��Z5 - 13 3 Email address: ��m�11er hvr4elhc.c_om COMPLETE VALUATIONS FOR BUILDING PERMIT Labor & Materials BUILDING: $ 2y loo ELECT RICAL: $ /0,000 OTHER: $ 6, 3 00 PLUMBING: $ 6 MEC HANICAL: $ 9300 TOTAL: $ 55� Cpp A---- A nff ;^n a+ 07/1_49R_119dn nr vicit innnnnr aanha r rmnty nnm parcel 21010 - 2- I A60 Job Name: Val 1' arek fonF s C&*vr- Job Address: vd L,'bn6V4.J Cr. Va,l CO S «57 Legal Description Lot: Block: N A Filing: 0 1A Subdivis Gond�rnih�urns 3 Owners Name: 1 r Addre s: g I�ZO Phone:cflo ArchitecUDesigner: Address: moan Z*. W 1 y � Phone 21 Engineer: a �d Neu Address:` 1cso0Z Phone: O _ 623_`191..'1 �P etailed description of work: Ca�%fw, � w.r�e.-l 1 �*rA65 cer*er UrpgJe On f 5�� 10'o r %A w � doe a �1e�tec� . t rw ICI urf � D'� t - o iv o�lt 6 � ; 5 C* -v�'� . �4�, Erna r^ l\ Work Class: New( Addition( ) Remodel Repair ( ) Demo ( ) Other ( ) Work Type: Interior Exterior ( ) Both( ) [ Does an EHU exist at this location: Yes( ) No( ) Type of Bldg.: Single family ( ) Two - family ( ) Multi family ( ) Commercial X) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: No/Type of Fireplaces Existin : Gas Appliances Gas Los Wood /Pellet Wood Burnin No/Type of Fire laces Proposed: Gas Appliances Gas Los Wood /Pellet Wood Burning NOT ALLOWED Does a Fire Alarm Exist: Yes (X No( ) Does a Fire Sprinkler System Exist: Yes�C) No( ) ****** * * * * * * * * * * * * * * * « * * * * * * * * * * * * * «* *FOR OFFICE USE ONLY******* * « * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Other Fees: Type of Construction: Accepted By: DRB Fees: Occu pancy Gr oup: Planner Sign -off: Public Way Perm Date Received: F:\ Users \cdev \FORMS \PERMITS \BLDGPERM.DOC 1 _(�Kj�,�� 02/03/2004 IIIYYY� _ s Mora Department of Community Development Building Safety and Inspection Services 75 South Frontage Road Vail, Colorado 81657 970 - 479 -2138 FAX 970 - 479 -2452 www. vailgov.com BUILDING SAFETY AND INSPECTION SERVICES PLAN REVIEW COMMENTS: TO: Contractor /Applicant Architect Hyder Construction Atlantis Scott Miller proj #04.113 FAX /Email #: scmiller @hyderinc.com 926.2169 NUMBER OF PAGES: FROM: DATE: BUILDING PERMIT #: OWNERS NAME: SITE ADDRESS: OCCUPANCY GROUP: TYPE OF CONSTRUCTION: NUMBER OF STORIES: BUILDING AREA: 2 Chris Gunion, Building Plans Examiner 7/01/2005 B05 -0140 (fitness room relocation) Vail Marriott Hotel 715 W Lionshead Circle B /R- 1 /A /S -2 /M I -B The documents submitted for this project have been reviewed for compliance with the 2003 International Building Code, 2003 International Residential Code, 2003 International Mechanical Code, 2003 International Fuel Gas Code, 2003 International Plumbing Code and 2002 National Electrical Code as modified and adopted by the Town of Vail. The following comments will need to be addressed prior to issuance of a building permit: For processing: • Please submit two complete sets of revised construction documents containing the requested information with all plan revision items clouded or otherwise identified. • Please respond in writing to each comment by marking the attached list or creating a response letter. Indicate which plan sheet, detail, specification, or calculation shows the requested information. Please send revisions to the attention of the plans examiner with the building permit application number noted. • Please be sure to include on the resubmittal the engineer's or architect's "wet" stamp, signature, registration number and date on the cover page of any structural calculations, all structural details and structural sheets of the plans. For commercial or multi - family projects all sheets of the plans must be stamped. Architectural Comments: 1 Amend plans to include a complete code summary for the building including occupancy types, construction type, number of stories and building area per 2003 IBC. Include summary for mixed occupancies and indicate required separations per IBC 302.3.2. 2 Include a complete means of egress, compete existing floor plan and key plan for the area of the floor level where the remodel is proposed. Show location of exits, exit dischage, exit width, travel distance, common path of egress travel and occupant load summary for the area of the remodel. IBC ch. 10 and 106.1.2. Please also include a complete temporary exit plan for maintaining exits during construction in this area. Coordinate with other remodel projects on this level. 3 Show 1 hour wall at infill area of corridor construction with 20 minute door and 3 /4 hour protected windows at new openings adjacent to exit corridors. IBC 1016. 4 Amend plans to show 2 hour floor /ceiling assembly details for all areas of the remodel per IBC table 601 as required for type I -B construction. Include assembly listing and construction details for t -grid ceiling 5 Amend plans to show complete 2 hour structural frame details for all areas of the remodel per IBC table 601 as required for type I -B construction. 6 Amend plans to provide a minimum of one accessible changing room with a Y diameter wheelchair turning space and a bench per ANSI 117.1 1998 section 803 and 903 7 Amend door schedule to specify lever type or other complying hardware for all doors per 1008.1.8.1 and ANSI 117.1 1998. Mechanical Comments: 8 Amend plans to show ceiling fire dampers at all new mechanical openings in the 2 hour floor /ceiling membrane of the fire resistive assemblies. Coordinate with architectural plans. 9 Amend sheet M10 to provide a smoke /fire damper for the 26/8 duct passing through the 1 hour corridor wall adjacent to the changing room. Electrical Comments: 10 Amend plans to show all illuminated exit signage and emergency lighting. Plumbing Comments: 11 Specify automatic trap seal primer for the floor drain in the bathroom per IPC 1002.7 Please refer to the cover sheet for information on resubmitting plans. In order to avoid delays in issuance of a permit, please check all requested information is included with the resubmitted plans. Please submit revised plans as a complete set. Partial plan resubmittals will not be reviewed. Chris Gunion I.C.C. Plans Examiner Town of Vail Building Safety and Inspection Services 970.479.2369 cgunion @vailgov.com F: \cdev \CHRIS \PERMIT.COMMENTS \B05 -0140. DOC July 15, 2005 Atlantis Architects 97 Main Street, Suite W 104 Edwards, Colorado 81632 -8129 Attn: Jeff Metheney Re: Vail Marriott Mountain Resort Exercise Room Alvine Project No. 2005 8358 Dear Jeff: jl p #A Alvine and Associates Inc. engineers and consultants www.alvine.com Attached are the mechanical and electrical responses to the Town of Vail Department of Community Development Building Safety and Inspection Services comments dated July 1, 2005. MARRIOTT FITNESS ROOM RELOCATION ALVINE AND ASSOCIATES PROJECT NO. 2004 8358 MECHANICAL COMMENTS Comment 8: Amend plans to show ceiling fire dampers at all new mechanical opening in the 2rh floor /ceiling membrane of the fire - resistive assemblies. Coordinate with architectural plans. Response: There are no new mechanical openings in the floor /ceiling membrane of the fire resistive assemblies. Comment 9: Amend Sheet M10 to provide a smoke /fire damper for the 26/8 duct passing through the 1 -hour corridor wall adjacent to the changing room. Response: A combination fire /smoke damper will be added to the existing 26/8 supply air duct. ELECTRICAL COMMENTS Comment 10: Amend plans to show all illuminated exit signage and emergency lighting. Response: Project scope was for room renovation only. Corridors and signage are existing and not part of this project. PLUMBING COMMENTS Comment 11: Specify automatic trap seal primer for the floor drain in bathroom per IPC 1002.7. Engineering Excellence Since 1961 e 1 102 Douglas On The Mall Omaha, Nebraska 68102 402.346.7007 Fax 402.346.9576 Engineering Excellence Since 1961 Atlantis Architects Jeff Metheney July 15, 2005 Vail Marriott Mountain Resort Exercise Room Alvine Project No. 2005 8358 Page 2 Response: Floor drain will have a minimum trap depth of 2 inches. Floor drain was added to the restroom located in the workout area to assist in daily cleaning of the floor. The evaporation of the water seal inside the floor drain trap will not be a problem. MARRIOTT SPA ROOM ADDITION ALVINE AND ASSOCIATES PROJECT NO. 2004 7890 MECHANICAL COMMENTS Comment 8: Amend plans to show ceiling fire dampers at all new mechanical opening in the 2rh floor /ceiling membrane of the fire - resistive assemblies. Coordinate with architectural plans. Response: There are no new mechanical openings in the floor /ceiling membrane of the fire resistive assemblies. ELECTRICAL COMMENTS Comment 9: Amend plans to show all illuminated exit signage and emergency lighting. Response: Project scope was for room renovation only. Corridors and signage are existing and not part of this project. Please contact our office if you have any comments. 9 Sincerely,, , John . Delaney Project Designer JAD /baw 97 Main S Suite W TI ANTIS Ui Edward. TO Chris Gunion From Jeffrey S. Metheney CC Ray Scott Date 07.18.2005 Project Vail Marriott Fitness Room Remodel Number 04.113.vri RE Pages 1 pages including this sheet Chris, In response to your Architectural Comments for the fitness room remodel I have revised the plans and included 2 stamped sets for your further review. Additionally please see the notes below in response to each of your points. 1. The cover sheet now shows complete building data with occupancy summary and separations 2. This project is contained within an existing room. We are not affecting any of the existing means of egress. You will find on the revised key plan sheet Al the area of our construction plus a depiction of the two existing paths for egress. The occupant load for ✓ this area is on the cover sheet. We are not affecting any egress with this construction so that there is no need for temporary egress. 3. The corridor wall is noted to be 1 hr with 20 min door and 3 /4 hr sidelights on sheet Al 4. The ceiling plan has been changed to require UL assembly #D779 a spray applied fireproofing. This assembly will provide a 2hr assembly without regard to the t -grid ceiling. 5. 2 hr structural protection is supplied by the UL assembly #D779 mentioned above 6. The floor plan on sheet Al has been revised to show one accessible changing room. 7. See sheet A40 for a new door schedule with lever type hardware Jeff Metheney Fax 970.926.2169 Edward E. Dace President May 31, 2005 Joe Suther Town of Vail 75 S. Frontage Road Vail, CO 81657 Dear Mr. Suther: As Managing Director of the Vail Marriott I, Edward Mace , am aware of the work and agree with the scope of the work being performed in our building by Hyder Construction, Inc. Sincerely, Edward E. Mace President EEM: ht 2401 East Second Avenue ® Suite 600 Denver, Colorado 80206 T • 720 945 2488 F ® 720 945 2469 LETTER OF TRANSMITTAL No. 00080 1 E NSTRUCTION INC. 543 Santa Fe Drive, Denver, Colorado 80204 Phone: (303) 825-1313 Fax: (303) 825-3223 Email: info @hyderinc.com Website: www.hyderinc.com TO: Town of Vail DATE: 5/31/2005 Dept. Of Community Development Vail, CO 81657 PHONE: (970) 479 -2142 ATTENTION: Joe Suther PROJECT: Vail Marriott - Meeting Rooms HCI Job No. 24014 WE ARE END SUBMITTED FOR: ACTION TAKE 1Z Shop Drawings ❑ Approval ❑ Approved as Submitted 1Z Letter ❑ Your Use ❑ Approved as Noted ❑ Prints ❑ As Requested ❑ Returned After Loan ❑ Change Order ❑ Review and Comment ❑ Resubmit 9 Plans ❑ Submit ❑ Samples SENT VIA: ❑ Attached ❑ Returned 19 Specifications ❑ Returned for Corrections ❑ Other: ❑ Separate Cover Via: ❑ Due Date: ITEM NO. COPIES DATE ITEM NUMBER REV. NO. DESCRIPTION STATUS 1 1 5/31/2005 Building Permit Application 2 5 5/31/2005 Stamped Plans 3 1 5/31/2005 Owner's Letter of Intent 4 5 5/31/2005 Fire Alarm Shop Drawings 5 1 5/31/2005 Asbestos Abatement Reports (3 Volumes) Remarks: Please call with any questions or concerns. cc Signed: Scott Miller SITE OBSERVATION DATE : June 20, 2005 PROJECT NAME: Marriott Power Review REPORT NO.: 1 PROJECT NO: VV05011.00 WEATHER: Clear, 75 degrees OBSERVATION BY: Michael Wallace, OTHER PARTICIPANTS PRESENT: Mike McGee, Charlie Davis, Hyter Construction, CC: Mike Day (MEE), Charlie Davis (TOV), Scott Miller ( Hyter) Date Report Written: June 27, 2005 The following items were observed during the project walk- through on the date stated above. The Contractor is required to complete the installation in accordance with the applicable Codes. This observation was not intended to be an exhaustive check of the Contractor's Work but rather a task to allow the Consultant to become generally familiar with the Work in progress and to determine, in general, if the Work meets the applicable Codes. Electrical 1. The contractor pulled out the existing damaged 700 MCM aluminum conductors rated for 1875 amps and pulled in new 400 MCM copper conductors rated at 1675 amps. The existing buss rating of the gear is 1600 amps. 2. Conductors were labeled per phase and neutral. 3. The conduits in the switchgear have been bonded to the ground bus. 4. Existing grounding was observed at the with a ground rod and bonding to the incoming cold water pipe. 5. The existing conduits were repaired. 6. The existing fire alarm panel is indicating a trouble condition. Any troubles associated with the power outage should be cleared. 7. Per the electrical contractor, all of the circuit breakers in the main gear were tested by Eaton to verity they were operating properly. 8. The service had been tested for proper phase rotation on the motors. 9. Mike McGee asked that the Marriott provide a load study and breaker coordination study to verify the settings on the circuit breakers. W:\VAIL VALLEY PROJECTS \VV05 Projects \VV05011.00 Marriott Power Review \Site Observation.doc 6/27/2005 2:41 PM 3425 AUSTIN BLUFFS PARKWAY, SUITE 201 DENVER COLORADO SPRINGS, CO 80918 COLORADO SPRINGS TEL: (719) 536 -0036 LOS ANGELES FAX: (719) 536 -0037 VAIL www.me- engineers.com LONDON NEW YORK Ftum Department of Community Development Building Safety and Inspection Services 75 South Frontage Road Vail, Colorado 81657 970 -479 -2138 FAX 970 -479 -2452 www. vailgov.com BUILDING SAFETY AND INSPECTION SERVICES PLAN REVIEW COMMENTS: TO: Contractor /Applicant Berg Electric Raymond Popp FAX /Email #: (303)- 450 -2501 NUMBER OF PAGES: FROM: DATE: ELECTRICAL PERMIT #: OWNERS NAME: SITE ADDRESS: OCCUPANCY GROUP: TYPE OF CONSTRUCTION: NUMBER OF STORIES: BUILDING AREA: Electrical Engineer Alvine and Associates proj# 04.107.VR1 (402)346 -9576 r!yP 2 Stan Hahn 08/01/2005 E05 -0157 MARROITT VAIL MOUNTAIN - MANICURE /MASSAGE 715 WEST LIONSHEAD CIRCLE The documents submitted for this project have been reviewed for compliance with the 2003 International Building Code, 2003 International Residential Code, 2003 International Mechanical Code, 2003 International Fuel Gas Code, 2003 International Plumbing Code and 2002 National Electrical Code as modified and adopted by the Town of Vail. The following comments will need to be addressed prior to issuance of a building permit: For processing. • Please submit two complete sets of revised construction documents containing the requested information with all lan revision items clouded or otherwise identified. • Please respond in writing to each comment by marking the attached list or creating a response letter. Indicate which plan sheet detail, specification or calculation shows the requested information Please send revisions to the attention of the plans examiner with the building permit application number noted. • Please be sure to include on the resubmittal the engineer's or architect's "wet" stamp, signature, registration number and date on the cover page of any structural calculations, all structural_ details and structural sheets of the plans For commercial or multi - family projects all sheets of the plans must be stamped. ELECTRICAL COMMENTS: 1. POWER: PROVIDE PANEL SCHEDULES FOR NEW BRANCH CIRCUITS 2. LIGHTING: PROVIDE SWITCHING PER 2003 IECC SECTION 805.2.2.1 3. GFI RECEPTACLES ARE REQUIRED WITHIN 6FT OF SINK PER NEC. Please refer to the cover sheet for information on resubmitting plans. In order to avoid delays in issuance of a permit, please check all requested information is included with the resubmitted plans. Please submit revised plans as a complete set. Partial plan resubmittals will not be reviewed. Stan Hahn Town of Vail Building Safety and Inspection Services 970.479.2147 Shahn @vailgov.com F:\cdev\CHRIS\PERMIT.COMMENTS\EO5-0158.DOC * COMMUNICATION RESULT REPORT ( AUG. 1.2885 4 :28PM ) f * * FILE MODE 979 MEMORY TX OPTION REASON FOR ERROR E -1) HANG UP OR LIME FAIL E -3) NO ANSWER E -2) BUST' E -4) NO FACSIMILE CONNECTION a weds aq Isnw s el ayl 40 slaays lie spapid X jjLu2j-qjnTu jo lepawwoa and Meld aul jo spa4slianphils pue 7112 p leinlanals lle suollelmle:3 lej=njlS Aue jo M Woo all uo alep pue j wn uollealsl as ajnleu is wejs „jam„ s,laalluwQ Jo s,31390!609 ayl Ielllw nsaa ay} uo apnpu! of s aq aseald ou aagwnu uo1leali e j ulpllnq aul ullM i0o1wen suet ay; jo uollua 944 - 04 suolslnaa puss 899518 •uopewaogul palsan as ayl sMOys uopeln I jo uogingpa s 'pepp l laaqs uel ualuM alealp I ,papal asuo sa3 a 501jean ao lsli :-)pe a4l ul�ae(u Aq luawwo:) pea 64 Duppm ul o sai aseald • 'p yi a I aslMaaylo ao papnol all uolslnaa uela Ile y lm+ uopewitgai palsan ai ayl ululeluoa sluawnDop uollana4suo3 paslnw jo sla aI woa 64 Ilwgns ase d • , uissa -7 rd aoy :amiad 6uiplinq a _4o aauenss► o; j qud passauppe aq a; pmu //.sir: smawww A !'molm aw 'lleA 40 uMO1 ayz Aq paldope pue pag pow se apo:) leOUP9i3 IpuolleN ZOOZ pue apo:) 5ulgwnld leuolleujalul £OOZ 'apo� seE) lonj leuolleuaaluI £00Z 'apo� IealueyuaW leuolleuaalul �OOZ `apo:) lelluaplsa'd leuolleuaaluI £OOZ 'apo:) 6ulplln8 leuolleuaalul £OOZ aWl yllM aauelldwoa aol paMalnaa uaaq aney laa[ad siy4 aol palllwgns sluawnoop aul :VRVV 9NIQ1Ins 3TAID (3V3HSNQFI IS3M 5TZ 3ovssvW /3 NPdINnow im Ilionvw LSTO -SO3 P. 1 TTI ADDRESS (GROUP) RESULT PAGE ------------------------------------------------- 914028459576 Oh P. - 2 2 - -- :S3IV0.1S !jO v38Wf1N "NOYJ. MISNO3 dO 3dAl Woms A:)Nddf1:):)O :scaWnnd a 1 TQ :3WVN Sb3NMO '# IXW'83d IVDIN13313 A ;*'&A, Alvine and Associates Inc. engineers and consultants www.alvine.com September 2, 2005 Town of Vail Building Safety and Inspection Services 75 South Frontage Road Vail, Colorado 81657 Attn: Stan Hahn Re: Vail Marriott Mountain Resort — Manicure /Massage Alvine Project No. 2004 7890 Site Address: 715 West Lionshead Circle Electrical Permit No. E05 -0157 Dear Stan: We have included our electrical permit review comments below. We have also enclosed two copies of signed and sealed documents indicating the revisions. Please feel free to call if you have any questions or comments. 1. Power: Provide panel schedules for new branch circuits. Response A panel schedule of the existing panelboard B1 will be provided. Please see attached Sheet E2.0. 2. Lighting: Provide switching per 2003 IECC Section 805.2.2.1. Response Switching has been revise to include either a dimmer switch or an occupancy sensor per International Energy Code. Please see attached Sheet E1.0. 3. GFI receptacles are required within 6 feet of sink per NEC. Response Receptacle has been revised. Please see attached Sheet E1.0. Very truly yours, Jason J. Hartig JJH /ref Enclosure 6 F � E T 1 102 Douglas On The Mall Omaha, Nebraska 68102 402.346.7007 Fax 402.346.9576 Engineering Excellence Since 1961 a CONNECT TO CONTROL LIGHTS IN ROOM (TYP) CONNECT TO EXISTING CIRCUI FORMERLY SERVING LIGHTS IN THIS SPACE ---\ ROUTE TO NEAREST 120V PANEL. PROVIDE 15/1 GFI CIRCUIT BREAKER IN EXISTING PANEL PROVIDE WALL OCCUPANY SENSOR WIT MANUAL OVERIDE (TYP) BASEMENT MSTORAGE V�0 ON oil HALL N.I.C. FLOOR PLAN CONNECT TO ROUTE TO NEAREST 120V GENERAL NOTES EXISTING CIRCU?'EXISTING PANEL. PROVIDE 20/1 CIRCUIT BREAKER IN 1. PROVIDE 120V POWER FOR THERMA— FUSERS /SENSORS. \ ` PANEL (TYP) VERIFY LOCATION OF THERMA— FUSERS /SENSORS WITH FA 11 MECHANICAL. (QUANTITY 5) 4 2. REVISE EXISTING CIRCUITING TO ACCOMMODATE NEW G 1 SWITCHING SCHEMES INDICATED. 1) HALL N.I.C. 4 , APPROVED G Commun'ity Development Department Building Safety and inspection Services Sect: - ;nal Buff gMng ellMemational Residentia t'r :it. The iSSuartceorgrar(ing of a permit shall HALL. Code Vc.'- i of, any violation of N.I.C. - ` a pettnit fOr� Oi 8n �!^ �' not be c�:`. - -- - r this Code or of any otl�r ordinance of the any of thr i - - sumIngte gwe to violate or canal the iurisdicticrl. the jurisdiction shall n provisions c` l o ot be ` o 2.,.: _.. ` . permAbw uction doc t s and valid. Tho i :ant the building official from requiring the other data s correct) .� c` �onstnictfon documents and other data. e odzed to prevent occupancy or use of a building c of this code or of any other ordinances of structure `:. this iuns-!* " n� OS DATE: � PLANS EYAWiJNrr,: - ELECTRICAL SCALE: 1/8" = 1' - 0 " 0 ° x INSTALL GREEN INSULATED OAS GROUND WIRE WITH ALL NEW LIGHTING, RECEPTACLE AND EQUIPMENT BRANCH CIRCUITS. LIGHTING FIXTURE SCHEDULE FIXT NO. MANUFACTURER CATALOG NO. (NOTE 1) LAMP DATA VOLTS MOUNTING DESCRIPTION REMARKS QUANTITY AND SIZE TYPE 1 LITHONIA 1SP8- 2- 32— Al2125 -120 (2) 32W 3500K F 120 FLUSH CEILING 1X4 TROFFER 2 PRESCOLITE FT6CF2HT06OC (1) 26W 3500K CF 120 FLUSH CEILING 2 —HOUR FIRE RESISTANT 3 LITHONIA 2SP8- 2- 32— Al2125 -120 (2) 32W 3500K F 120 FLUSH CEILING 2X4 TROFFER 4 LITHONIA AF- 1- 26DTT -6 —AR -120 (1) 26W 3500K CF 120 FLUSH CEILING RECESSED DOWNLIGHT (2) NOTES: 1. CONTRACTOR TO VERIFY LIGHT FIXTURE CATALOG NUMBER AND INSTALLATION REQUIREMENTS PRIOR TO ORDERING. 2. PROVIDE WITH DIMMABLE BALLAST. ® COPYRIGHT 2004 AA# 20047890 Permission to reproduce all or part of this Drawing is hereby granted solely for the limited purpose of construction of this project or archiving. Unauthorized copying, disclosure or construction use without written permission of Alvine and Associates, In c. is prohib by copy la O N (Y C 3 O I� O i N .D o to �o � U X A O m a- v 0) � x v � a o v o 3 0- A V c - O U in �s Q v � v v ,v V � � Q It It 0101 NN N N a` o` o 01 V O X a ►L v U v v S O O o _V J O S A 0 3U 'n 'o r> Project No. 04.107.VRI Issue Date: 07.14.05 1'g r9j9 as r 11 l .. R E • / U , C. 1 Revisions: PLAN CHECK COMMEN o • 1 7 Title: Babernent Floor • 't� ` Plan - Electrical FS • ....••'��N E of 1� Scala: I/8" = I' -0" 112Qlduglas On The Mall 68102 46 -7007 02 46 -9576 Alvine and Associates Inc. engineers and consultants Sheet No. E 1.0 U LIGHTING PANEL SCHEDULE LIGHTING PANEL: B1 VOLTAGE: 208/120V 3 PHASE 4 WIRE RATING: 225A MCB 42 POLES TYPE: W/ GND. BAR MOUNTING: 0 A.I.C. RATING 0 0 0 LOAD LOAD DESCRIPT. LIGHTING RECEPT. EQUIP. O/C C T # O/C EQUIP. RECEPT. LIGHTING DESCRIPT. ENG OFFICE 3960190/3 1 2 20/1 SPARE * * 3 4 30/2 5400 CHARTER SPORTS * * 5 6* KITCHEN MAU 5400 30/3 7 8150/2 9000 1 BANQUET STOR * * 9 101* * * 11 12 20/1 1200 LIGHTS LEVEL 1 C LEVEL LIGHTS 1560 20/1 13 14 20/3 1620 CO2 FANS C LEVEL LIGHTS 960 20/1 15 16 * SPARE 20/1 17 18 * CO2 EXHAUST 2520 30/3 19 201:0/3 SPARE * * 211 221* * I * 23 241* CO2 EXHAUST 3420 30/3 25 26120/1 SPARE * * 27 28 15/1G 1000 IMANICURE TABLE * * 29 30 20/1 SPARE SPARE 30/3 31 32 20/1 SPARE * * 331 34 20/1 180 ELEV LOBBY LTS * * 35 36 20/1 SPARE PANEL MR1 14000 60/3 37 38 15/1G 540 NEW RECEIPTS * * 39 40 20/1 720 NEW RECEPTS * * 41 42 20/1 600 NEW LIGHTS 0 0 31 82o TOTAL TOTAL t 8400 t 260 600 LOAD VA D.F. DEMAND EMD 52080 SPARE o TOTAL VA 52080 FLA 144.7 MIN. FEEDER 181 FEEDER USED: I LIGHTING 600 1.0 600 RECEP 1260 1.0 1260 RECEP o 0.5 0 EQUIP. 50220 1.0 50220 OTHER o 0 TOTAL 52080 52080 E 3" CONDUIT V 4 -4/0, #4G ON A N oy a` 225A BREAKER ciIN NN 0 40 0: 0' n 0 0 0 225A '° U 1600A 1600A m ° 0 o x EAST WING o ; s n MAIN ERM PANEL PANEL a w tZ U- SWITCH GEAR 81 MR1 T� 4 11 CONDUIT 4 - #6, #10G ON A 60A BREAKER �- E L � EXISTING PARTIAL EXIST � �� ELECTRICAL RISER II CW NO SCALE E2.0 � :3 3 Q O E o� > E O L O Q a o a ly } -, i O`N o i 3 U O Q F> Project No. 04.107.VRI (seue Date: 07.14.05 p0 RE 1 Revisions: 167 o Title: ELECTRICAL R15ER AND 5CHEDULE5 V SGale: 1�8" c 1 -0" © COPYRIGHT 2004 AA #20047890 Permission to reproduce all or part of this Drawing is hereby granted solely for the limited purpose of construction of this project or archiving. Unauthorized copying, disclosure or construction use without written permission of Alvine and Associates, Inc. is pro by copyright law. A 1102 Douglas On The Mall Sheet No. Omaha, Nebraska 68102 402/346 -7007 A Fax 402/346 -9576 Alvine and Associates Inc. engineers and consultants . �r Department of Community Development Building Safety and Inspection Services 75 South Frontage Road Vail, Colorado 81657 970 -479 -2138 FAX 970 -479 -2452 www. vailgov.com BU ILDING SAFETY AND INSPECTION SERVICES PLAN REVIEW CO TO: Contractor /Applicant Berg Electric Raymond Popp FAX /Email #: (303)- 450 -2501 rp,' ,, NUMBER OF PAGES: FROM: DATE: ELECTRICAL PERMIT #: OWNERS NAME: SITE ADDRESS: OCCUPANCY GROUP: TYPE OF CONSTRUCTION: NUMBER OF STORIES: BUILDING AREA: Electrical En is neer Alvine and Associates proj# 04.113.VR1 (402)- 346 -9576 2 Stan Hahn 08/01/2005 E05 -0158 MARROITT VAIL MOUNTAIN RESORT FITNESS CENTER 715 WEST LIONSHEAD CIRCLE The documents submitted for this project have been reviewed for compliance with the 2003 International Building Code, 2003 International Residential Code, 2003 International Mechanical Code, 2003 International Fuel Gas Code, 2003 International Plumbing Code and 2002 National Electrical Code as modified and adopted by the Town of Vail. The following comments will need to be addressed prior to issuance of a building permit; For processing. • Please submit two complete sets of revised construction documents containing the request information with all plan revision items clouded or otherwise identified. • Please resp in writing to each comment by marking the attached list or creating a response letter. Indicate which plan sheet detail specification or calculation shows the requested informat Please send revisions to the attention of the plans examiner with the buildin�lc permit application number noted. Please be sure to include on the resubmittal the engineer's or architect's "wet" stamp, signature, registration number and date on the cover page of anv structural calculations, all structural details a nd structural sheets of the plans For, commercial or multi-family proje all sheets of the plans must be stamped. . ELECTRICAL COMMENTS: 1. PROVIDE PANEL SCHEDULE FOR NEW PANEL "F" 2. PROVIDE LOAD CALCULATION FOR EXISTING PANEL "LPD" 3. PROVIDE ELECTRICAL ONE -LINE DIAGRAM 4. LIGHTING: PROVIDE SWITCHING PER 2003 IECC SECTION 805.2.2.1 5. GFI RECEPTACLES ARE REQUIRED WITHIN 6FT OF SINK PER NEC. Please refer to the cover sheet for information on resubmitting plans. In order to avoid delays in issuance of a permit, please check all requested information is included with the resubmitted plans. Please submit revised plans as a complete set. Partial plan resubmittals will not be reviewed. Stan Hahn Town of Vail Building Safety and Inspection Services 970.479.2147 Shahn @vailgov.com F: \cdev \CHRIS \PERMIT.COMMENTS \E05 -0158. DOC COMMUNICATION RESULT REPORT ( AUG. 1.2005 FILE MODE OPTION 973 MEMORY TX REASON FOR ERROR E -1) HANG UP OR LINE FAIL E -3) NO ANSWER P. 1 3:45PM TTI RESULT PAGE -------- i --- --------- P - - - -E E -2) BUSY E -4) NO FACSIMILE CONNECTION DWartrnent of Communlly oevelopment Building Safety and Inspect/on Services 75 5wth Frontage Road Vail, Colorado 81657 9717- 479 -2138 FAX 970-42Y-2452 www. vailp col BUILDING AF IN PECTIO VI ESP EVIEW COM TO: Cont ractor/AAP icant Berg Elec is Raymond Popp FAX /Email #: (303) - 450 -2501 NUMBER OF PAGES FROM: DATE: ELECTRICAL PERMIT #: OWNERS NAME: SITE ADDRESS: nrrl IDANry rQnlla! ADDRESS (GROUP) 913034502501 Electrical Engineer Alvine and Associates prof# 04.113.VR1 (402) -346 -9576 2 Stan Hahn 08/01/2005 E05 -0158 MARROITT VAIL MOUNTAIN RESORT FITNESS CENTER 715 WEST LIONSHEAD CIRCLE September 2, 2005 Town of Vail Building Safety and Inspection Services 75 South Frontage Road Vail, Colorado 81657 Attn: Stan Hahn Re: Vail Marriott Mountain Resort Fitness Center Alvine Project No. 2005 8358 Site Address: 715 West Lionshead Circle Electrical Permit No. E05 -0158 Dear Stan: A AA Alvine and Associates Inc. engineers and consultants www.alvine.com We have included our electrical permit review comments below. We have also enclosed two copies of signed and sealed documents indicating the revisions. Please feel free to call if you have any questions or comments. 1. Provide panel schedule for new Panel "F" Response This panel will be eliminated and circuits will be routed to existing Panel "EMB ". 2. Provide load calculation for existing Panel "LPD ". Response Circuits will not be routed to existing Panel "LPD "; instead, a panel schedule will be provided of existing Panel "EMB" to which circuits will be routed. See Sheet E10. 3. Provide electrical one -line diagram. Response An existing partial electrical riser diagram will be provided. Please see Sheet E10. 4. Lighting: Provide switching per 2003 IECC Section 805.2.2.1. Response Switching will be revised to indicate dual level switching. Please see TT- -Sheet E10. 5. GFI receptacles are required within 6 feet of sink per NEC. Response The receptacle at the sink is a GFI as noted by the "G" symbol on the receptacle. Please see Sheet E10. Very truly yours, _ J. Hartig JJ H /ref /mdg Enclosure Engineering Excellence Since 1961 1102 Douglas On The Mall J . Omaha, Nebraska 68102 °sueca 402.346.7007 Fax 402.346.9576 Engineering Excellence Since 1961 _ � _ _, _ - - m . �- ,._ ,, .,_ :y. ._. ,.:....... . a4..k�.':... ..�r.e. .._ w. R _.._ _......_ �. . x.//''''11 / r � / 7 /� ` ll �" _ - -, : � -, 10-05 -2005 4:17 pm Inspection Request Reporting Page 10 Requested Inspect Date: Thursday, October 08, 2005 Inspection Area: JRM Site Address: 715 W LIONSHEAD CR VAIL 715 WEST LIONSHEAD CR A/P/D Information Activity: B04 -0272 Type: A -COMM Sub Type: ACOM Status: ISSUED Const Type: Occupancy: Use: it FR insp Area: JRM Owner: VAMHC INC Applicant: HYDER CONSTRUCTION, INC Phone: 303- 825 -1313 Contractor: HYDER CONSTRUCTION, INC Phone: 303- 825.1313 Description: CONFERENCE ROOM - DEMOLITION AND REMOVAL OF EXISTING RACQUETBALL COURTS. CONSTRUCTION OF FOUR NEW CONFERENCE ROOM ON C LEVEL AND FIRST FLOOR Notice: THE REQUIREMENTS TO UNLOCK THE PERMIT HAVE BEEN MET. - GDENCKLA Comment: ROUTED TO JR, WARREN CAMPBELL AND FIRE - JSUTHER Comment: Planning has spoken with Scott Miller and requested an exterior elevation which will be forth coming. - GDENCKLA Comment: See Fire Dept comments under Denied status in Approvals Comment: SOUTH ELEVATION RAW per NGS AND ROUTED TO JR, WARREN CAMPBELL AND FIRE - J pe g Comment THIS PERMIT IS LOCKED UInspection UR AF ER HOURS INSPECT ON EE OF $941S PAID AND PLANNING REQUIREMENTS ARE MET. - GDENCKLA Requested Insrsection(s) Item: 90 BLDG -Final Requestor: HYDER CONSTRUCTION, INC / Steve Requested Time: 08:00 AM Comments: AM, 1st thing, please /will call Steve Phone: 303 - 829 -5619 Assigned To: JMONDRAGON�� Entered By: LTILLMAN K Action: Time Exp: r " A l Inspection History Item: 10 BLDG- Footln s/Steel 06x28/05 inspector. cdavis Action: APCR APPROVED /C R CTION REQD Comment: (2) footings at top of helical iers for grade beam - Submit special inspection for helical piers - Provide stamped strut, engt plan for changes due to utility locations Item: 20 BLDG- Foundation/Steel "` Approved 06i:30i05 Inspector: cdavis Action: AP APPROVED 1 Comment: Foundation wall above helical pier, includes grade beams Item: 30 BLDG - Framing 07/29105 Inspector: GCD Action: CR CORRECTION REQUIR D Comment: 1.HAVE ENG REVIEW BEARING OF STEEL LINTLE LOWER LEVEL 2.PACK BEAM AND COLUMN AT CORRIDOR WITH FIRE SAFEING.OK TO CONTINUE TO HA ppNeeG GYP. GCD Comment MOST LEVEL CONFERENCE ROOM FRAMIN OVIDE UL LISTED ASSEMBLY FOR FIRE