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Home My WebLink AboutB10-0196 Plansti An 12 T a il a a 10 SEPTEMBER 201 TOV COMMENTS �S '1• t' VAIL, COLORAD-4i ID SO 1 4 2010 TOWN OF'VAIL • lammum mmumm amolm Enos owns v �X,A § N I 2!1 W . . In �! C) TITLE: Fire & Smoke Barrier Sealing Policy DEPARTMENT: Environment of Care POLICY # EOC.019 PURPOSE: To assure the continued reliable Life Safety performance of fire and smoke barriers within Vail Valley Medical Center facilities� through providing proper and effective sealing of any penetrations through such structural partitions. DISCUSSION: Penetrations are allowable, and can exist without j eopardizing the intended Life Safety performance of the firetsmoke barrier, provided that the penetrations are fitted with properly selected and installed fire-resistant sealant materials or devices to effectively close the space between the pipe, duct� or other component and the barrier itself POLICY: * All in-house maintenance and construction staff must have an understanding of the critical Life Safi* dependence upon proper sealing of penetrations in fire/smoke barriers, and assure that any such penetrations generated in their work performance are properly and reliably sealed. * The Facilities & Engineering Department will also require that vendors and contractors reliably and properly seal any penetrations through fire or smoke barriers created through their scope ofwork performance, * All telecommunications installation work, whether performed by employees, or by vendors or contractors, shall comply with NFPA I 01 (Life Safety Code) requirements for proper penetration sealing, such that Life Safety capabilities and performance intended in the design of building firelsmoke partitions can be effectively preserved and maintained- * Facilities & Engineering Department manageriVsupervisors, and staff will work closely with telecommunications installation staff, vendors, and contractors to help assure effective staff training and worker understanding regarding techniques and materials for the proper sealing of fire and smoke partitions, as well as to coordinate operational procedures for work that potentially affects building Life Safety capabilities and performance. CREATION DATE: - 8/03 ORIGINAL(REVISION NUMBER: 2 INPUT AND/OR APPROVAL: EOC Committee APPROVED BY: - EOC Committee REVIEWEDIREVISED DATE: 8/19/03,6/04,6/05 6/13/06,8/08,9/08 CONTRACTOR SAFETY AGREEMENT This Contractor Safety Agreement is entered into by the Vail Clinic, Inc (d/b/a Vail Valley Medical Center) and (contractor company) and is dated - (datc). Scope of worlo.- Duration: Vail Valley Medical Center (VVMC) is committed to providing a safe environment for patients, visitors, and staff. To accomplish this, we must continually monitor, evaluate, idcntify� and make recommendations on safety related issues, and provide appropriate follow-up -action- Contractors and vendors provide a number of services on our campuses. These include cvct�rthing from major construction projects to medical equipment installations. Statistics indicate that the majority of incidents in hospitals occur during construction, renovation, or equipment installations. V�,WC recognizes the role that contractors and vendors have in helping to meet our safety goals. Therefore, the enclosed guidelines have licen developed to clearly outline the safety requirements for working on our campuses. It is the intent of these guidelines to impart responsibility on all contractors and vendors to recognize and demonstrate safe work practices while performing work at any VV. location. These Contractor .Safety Guidelines arc not intended to cover 211 regulatory requirements. It is the responsibility of the contractor to comply with all Local, State and Federal regulations (Local building codes, OSHA, EPA, etc.). Compliance with all safety regulations will be strictlyedorced. Contractors are expected to also provide safe workplaces and implement their own safety programs. Issues of non-compliance will be communicated with the contramoes head supetvisor for resolution. Unsafe activities may result in immediate termination of contract and/or use of axatractor's company and jeopardize any future relations between VVMC and contractor's company. Acceptance to adhere to these guidelines is required by all contractors before services can be completed on any VVMC carnpuses. It is the responsibility of the Coatractor/Vendor to inform all of their personnel who will be performing work on our campuses of these guidelines. Failure to adhere to these guidelines may result in a request to have that individual or contractor removed from the facility. If you have questions or concerns, please contact your Medical Center representative. CONTRACTOR GUIDELINES: Construction can be stopped at any time when it interferes with starTfairciton or dj�rectpirdent cam or as otharnise detremiinedby the JProjectAlarrager Director of Estallitics, Safety ManVer, bzkcdon Control Coordinator or other VVMC designee. .Security Report all incidents, theft, loss, injury, near miss and hazards to Project Nlansger, Facilities Director or Facilities Contact Check-in Ali contractor Personnel will wear 1 ,rVMC issued identification badges at all times while working an campus. All contractor.-, will dieck-in and out on a dally basis (or as determined by the project manager) with the Facilities Department and Vail Valley Medical Center representative responsible for the work being donc� It is the responsibility of the contractor to ensure that all personnel are wearingtheir ideritification badges. ANY hospital employee has the right and responsibility to ask you who you arc if you -are not clairlyidentified -as a contractor. Keys All key requests must be authorized by the Director of Facilities & Engincain& Keys issued must be returned as required. Misplaced keys will be charged to the contractor at a cost of $50.00 per key. Vehicles Ali contractors must observe all parking requirements. Contractors should park at the far side of the parleinglot and keep the forward spaces open for patients and visitors. Additional requirements may be determined at any done during 2 project. Storage of Materials and Equipment When not in use, all toolboxes and cabinets must be locked and stored in designated areas. Corridors and exits must be kept clear of obstructions at all times. Alternate routes and exits must be clearly marked. Keys must be removed from all equipment Chemicals and flammable liquids must be stored in a lockod"Flarrimables" cabinet. Removal of Hospital Property Written authorization, by the project manager or VVMC reptesentative; is requited before rernoving any hospital property from the campsis. Code of CA)nduct All contractor personnel are requited to dress and conduct themselves in a professional manner at all times. Patients and visitors are not expected to understand the difference between employees and contractors, therefore contractors are expected to conduct themselves in a matinerwhich is conducive to alicalthcare environment. Use of offensive language is not allowed on campus. Fighting or horseplay is prohibited on all VVINIC propetty. Smoking is permitted in designated areas only. Decisions concerning the above v;M be the sole responsibility of the Facilities Director. Patient Care Considerations Excessive noise may have an adverse impact on the treatment and care of patients. When conducting business in occupied areas, contractors are expected to keep noise levels and conversations at a minimal level. Prior to conducting any work which creates an excessive noise level, confer with the Project Manager for any patient care detenninations. Health Information Portability and Accountability Act (411AA) All information about patients is considered private or "confidential"whether written on paper, saved on a computer or spoken aloud. This includes all personal information including the fact that they ate at our facility for healthcare. This is a federal law which can result in fines or penalties. Reporting of Accidents, Emergencies and Indoitnts For any accident or injury requiring immediate medical treatmen4 call 911 directly. All accidents, in cidents, injuries and illnesses requiring an "Employers' first Report of Accident"must be reported to the Project NIantager, Facilities Director or Safety Manager immediately so they can be properly investigated and employees properly protected. Emergency Restionse Contractors working in VVMC hospital and other VVMC facilities will hear from time to dmc� certain overhead "code" announcements. These codes Jort5p oroutfiart have nothing to do with contractor business. However, to assure that all persons workinR in the facility are . - informed of emergency response, the following information defines the codes emergency and the contractor response to such an announcement Code Red indicates smoke or fire. If the fire is in your location, RACE is the acronyrn used to Rescue; Activate Alarms; Contain fire and smoke by closing doors; and livacruate or Extinguish if safe to do so. If the Code Red is announced for a location away from wherre you are located, you must stay where you are until an "all clear" has been determined. DO NOT pass through fire doors during glamisl All contractors, prrsormd, patients and visitors within all facilities outside of the main campus must evacuate the building during all fire alarms. Code Orange is 2 Chemical Spill or Contamination. If a CAide Orange is announced, stay where you we until an "all ck-ar"has been established unless the spill or contamination is in your location. Code Pink indicates an infant or child abduction. If a Code Pink is announced, stay where you are until an "all cleat"has been determined. If asked by hospital personnel to look through your tools and supplies you must comply with their request. No one will be allowed to leave the building until an "all cleae is determined. Code Blue is an internal medical emergency. If a Code Blue is announced, stay where you are and do not impede medical response. Code Grey indicates a Ix)mb threat. If 2 Code Grey is announced, stay where you are unless otherwise directed by the project Manager, Facilities Director or Safety Nlanager. Code TtI indicates the need for emergency response to a possible mass casualty event. If a CAxIc Triage is announced, stay where you are unless otherwise directed by the Project Manager, Facilities Director or Safety Manager. You may be requested te) leave the facility for the duration ofthe emergency. Method (if Procedures (MOP's) No senice orgsteni vitbin The beespiterl arany ofits caVioes ran be internpied oraVsc*nnea`edttdtbout=*ten appe (throogb a "tten Method zJ'I'mcedurt, WOP)) to be afiproved b , ,y the Project Manager andlarFadliVes Director. 7hese inclyde bmt am not limited to.- For Alanze & Defecrion.5stens; Fleitrindporver, Skam Generators; ,*r Haffdlitg.�siexs; Dooteirfir Hot and Cold Wlarrer.ystanoo. No utility systems will be disrupted unless a Facili ties Technician is on site, even after proper approval. Any requited work permits ate to assist in c(x)tdinatingcc)ntractotwc)rkacdvities and VVMC activities affecting the same systems. Failure to request these work permits in advance may result in a delay in work progress, possible contract deficiencies, and may place future contracts in jeopardy. Off hours Work All off hours work must be scheduled and documented through a written MLthod of Procedure (MOP) arid/or approved by the Project Manager or Facilities Director. Hot Work Permits Contractors must obtain Hot Work permits from the Facilities Department before performing welding, soldering or torch work 48 hours before performing hot work, contractors shall submit 2L Hot Work Permit to the Facilities department Director (479-7196). The Project Manager may be able to provide assistance filling out the Hot Work Perinit. Fite Protection Contractors must contact the Facilities Deparosient before performing work on FireSuppression and Fire Alatin systems at 479-7226, 48 hours before work. Note: operadasur that create d5ort orpanicles, surb as saneAng oreedspr�Vpainfin& may afenefire alaim i s yorm. Fire Wall Penetrations Fire and smoke barrier penetrations must be maintained by all contractors in accordance with hospital building codes. Caulk around pipes, replace ceiling tiles, install drywall, etc. All penetration seals must be approved by the Project Manager or Facilities Director. Smoke and fire penetrations are to be maintained by all contractors in accordance with Hospital Building Codes. Contractors must complete a Fire Wall Penetration Notification when penetrating ANY walls in any VVMC facility. Interim Life SKetyMeasures Evaluation and implementation of Interim Life Safety Measures will be applied whenever significant Life Safety Code deficiencies ate present within an existing building or when renovation or construction activities disrupt normal access to, or operation of, building Life Safety features, components, or systems. Smoking Smoking is allowed only in designated areas. Contact the project manager for locations. Hot Work Permits Hot work involving the use of open flames, welding app2ratus, and spark producing equipment can result in fires and explosions. It is very important that all contractors must utilize the VVMC Hot Work Permit program. Infection Control Precautions: Construction and maintenance in healthcare organizations present a great risk to patients. Dust generated during construction and maintenance have the potential to carry harmful pathogens which can create infections among patients who are immuno-oomprorriised or susceptible as a result of their care or the crivirontrient in which they cared for. These pathogens primarily include A�pe.%ill=,Catdida and L-Tone114, AB work shall be immediately stopped on theproject wbenevers bazardousinfecdon control deficiency C;tosis . Pre Construction Risk Assessment (KRA) It is the responsibility of the General Contractor to work with appropriate in-house representatives to verify that job hazard level is assessed, Pre-Construction Risk Assessment (PCIU) is completed and distrinited, and workis conducted safely. Infection Control Risk Assessment (ICRA) It is die responsibility of all contractors working for the Vail Valley Medical Center to be involved in the processes for conducting on-going Infection Control Risk Assessments and measures implemented to decrease risk. Reference Infection CAmtx()l policy ECIC.005/1CM for details. Barriers Between Construction and Public/Staff Areas Barriers must he provided bctween construction areas and public/staff areas. Barriers can range from drywall separations to barricades and signagn. Construction, demolition or reconstruction not capable of containment within a single toom must ha-m a an air-tight plastic or drywall barrier that extends from floor to ceiling to prevent dust and debris from escaping * Sticky mats should be used at vA)rk area entrance/adt * Dust tracked outside the barriers should be removed immediately Trash Rernoeval Work areas must be kept clean at all times. Debris is to be picked up on -a routine basis. Debris removal from the construction site should be completed through predetermined route approved by Infection Control. Debris should be transported in dean (wiped down) containers with tight-fitting covers. Indoor Air Quality All air vents must he blocked off and sealed to prevent contamination of the duct systerst before domoolition/construction begins. Negative pressure air-flow relative to adjacent Patient care areas should,be created and maintained. Air and particulate sarnpling should be conducted on a bi-weekly basis unless determined otherwise by the project manager, Facilities Director or Infection Control Coordinator. For outside construction, adequate seals must be maintained on windows of patient care areas to prevent infiltration of outside air. Supplies and I&tcdals Store construction materials to kem them dry. AnytItingwet for 72 hours must be disposed of or removed or mold � WILL grow! Area Restrictions Certain areas of the facility may be considered "off limits" to contractors or specifically designated as contractor access to maintain infection control measures. These will lie determined for each project as necessary. It is the responsibility of the Contractor and Project Manager to ensure compliance with these restrictions. Regitlat2_q Requirements These Contractor Safety Guidelines are not intended to cover all regudatory requirements. It is the responsibility of the Contractor to Comply with all Local, State and Federal rcgulations (Local building codes, OSHA, EPA, etc.). CAimpliancre with 0 safety regulations will be strictly enforced. Contractors are expected to also provide safe workplaces and implement their own safety programs. Bloodbornel'atheigensproproort Vail Valley Medical Center has a Blciodborne Pathogens program, which is intended to, help reduce exposure to blood and body fluids. Protective equipment is available for use throughout the hospital. All contractors must use discretion and follow recommended precautions that may be Posted throughout the hospital. Hazardous Materials and Waste/ Ha2ardCommunication In addition to complying with comprehensive federal, state, and/or local regulatory requirements, all contractors shall be required to assure that their employees working in any Vail ValleyAltdical C&nter facilities or areas ire properly trained, equipped, and supervised in their handling of hazardous materials. Contractors will keep a manual on-,site, complete with M�atcrial Safety Data Sheets, for all items being used on campus. Contractors shall comply with regulatory and Vail Valley Medical Center expectations regarding proper labeling of original and secondary containers. Lockout/Tagout All personnel will comply with Loclecut/Tagout procedures. At least two people are required when working on projects involving high voltage or high-risk, procedures. Parsonal Protective Equipment Appropriate personal protective equipment shall be worn in all operations there is an exposure to hazardous conditions or where the need is indicated for usingsuclo equipment to reduce the hazard to the employees. I . . The undersigned authorized company representatives are executing this agreement on the date signed below. Vail Clinic, Inc. Authorized agent: By (signature) Date: Name (print) Title: Contractor Company. Authorized agent By (Signature) Data Name (print) Title: TITLE: Hot Work Policy DEPARTMENT: Environment of Care POLICY # EOC.021 APPLICABLE TO: All Facilities & Engineering Department Staff, vendors, and contractom PURPOSE: To define Facilities Engineering Department requirements for assuring fire safety of work involving the use of open flame. DISCUSSION: Maintenance and construction work often requires use of torches or other open-flarne devices for operations such as soldering, welding, brazing, or flame-cutting for equipment removal or other demolition. Within this Policy, the term "hot work" shall mean any such work that involves the use of open flame. While some hot work may be conducted in shops or areas specifically configured and designated for the purpose, most often such work must be performed within other facility spaces. Nature of the work fi brings open flame in close proximity to wood fiaming or other combustible components within a building or area- Because generated fumes or smoke may inadvertently trigger alarm system detectors, or even activate an installed sprinkler system, such fire safety systems must sometimes be de-activated during hot work operations. Impact upon building fire safety, both from the direct fire hazard of open-flame oper-atiorts and the frequent need to disable critical warning and extinguishing systems during hot work operations, dictates adherence to specific operational procedures to minimize inherent fire safety risks. POLICY: Other than within shops or work areas specifically designed and designated for the purpose of accommodating open flame work, no hot work operations slWl be conducted inside any Vail Valley Medical Center building without first securing a Facilities & Engineering Department Hot Work Permit This Policy applies to all hot work performed, regardless of whether accomplished by in-house staff vendors, or contractors. PROCEDURES: * For any in-house staff hot work operation, the Director of Facilities & Engineering shall assure that an appropriate Hot Work Permit is obtained prior to the start of such work * Statements-of-Work, Specifications, and/or other performance requirements applicable to contracts or purchase requests issued by Vail Valley Medical Center for any work known to actually or potentially require use of open flame within any building or area not specifically designed and designated for the conduct ofhot work, shall clearly stipulate that an approved Facilities & Engineering Department Ho Work Pcimi must be obtained prior to the start ofany such open flame work. 4=1 I I --- I _ Hot Work Permit information must describe the work to be performed, and the specific needs for, and uses ot any open flame devices. Information must include the expected duration ofhot work; the impact (if any) upon full operational capability and status of fire detection, alarm, or sprinkler systems during work performance; the building areas affected by any such system de-activations, and the name and phone/pager number of the responsible Facilities & Engineering Department manager/supervisor overseeing the work- TheHotWorlc Permit shall also include a summary offire prevention and protection measures taken to protect adjacent facility areas or equipment during work performance. I The Director of Facilities & Engineering shall also assure that other Vail Valley Medical Center Departments occupying building areas affected by fire detection, alarin, or sprinkler system deactivations, ofarry time duration, are reliably notified prior to such system deactivation, and again upon full operational restoration ofthe systerm REVIEW: Scope and implementation ofthis Departmental Policy, and any associated supporting Operating Procedures, will be subject to ongoing evaluation, being reviewed and validated at least annually. Policy review will be conducted by knowledgeable stailL with recommendations (including any revisions or additions) submitted to the Director of Facilities & Engineering for approval. TITLE: Lockout / Tagout DEPARTMENT: Facilities & Engineering POLICY # FAC.01 1 POLICY: Implementation of lockout/tagout shall be performed only by authorized employees. If an energy isolating device is capable of being locked out, then this policy requires that a lockout and tagout be utilized. If an energy isolating device is not capable of being looked out, then a tagout shall be utilized- PURPOSE: To isolate machines or equipment from energy sources while undergoing servicing or maintenance. To ensure that before any employee performs any maintenance or repair of a machine or equipment where unexpected start up or release of stored energy could occur and cause injury, the machine or equipment shall be isolated, and rendered inoperative. PROCEDURES: 1. Preparation. Notify all affected employees that a lockout is required and the reason therefore. 2. Machine or Equipment Shutdown . If the equipment is operating, shut it down by the normal stopping procedure. Personnel knowledgeable of equipment operation should be involved with shut down orre-start procedures. 3. Machine or Equipment Isolation . Operate the switch, valve, or other energy isolating device so that the energy source(s) (electrical, mechanical, hydraulic, etc.) is (are) disconnected or isolated from the equipment Stored energy, such as that in capacitors, springs, elevated machine members, rotating flywheels, hydraulic systems, and air� gas, steam, or water pressure, etc., must also be dissipated, disconnected, or restrained by methods such as grounding, repositioning, blocking, bleeding-down, etc. 4. Application of LockouVragout . Lockout and tag the energy isolating device with an assigned individual look- Tags shall be attached to the energy isolating device(s) and to the normal operating control and sMI be attached in Such a maimer as to preclude operation. 5. Verification of Isolation . After ensuring that no personnel can be exposed and as a check on having disconnected the energy sources, operate the push button or other nonnal operating controls to make certain the equipment Will not operate. If there is a possibility of re-accurmilation of stored energy to a hazardous level, verification of isolation shall be continued until the maintenance or repair is completed, or until the possibility of such accumulation no longer exists. 6. The equipment is now locked out. Release from LockoutiTagout 1. Before lockout or tagout devices are removed and energy is restored to the machine or equipment, inspect the work area to ensure that nonessential items have been removed and to ensure that machine or equipment components are operationally intact. 2. Check work area to ensure that W I employees are in the clear. 3. Notify affected employees that lockout/tagout devices have been removed. 4. Each lockout/tagout device shall be removed from each energy isolating device by the employee who applied the device. Lockout/Tagout Interruption (resting ofEnerg*ed Equipment) In situations where the energy isolating device(s) is looked/tagged and there is a need for testing or positioning of the equipment/process, the following sequence shall apply: 1. Clear equipment/process of tools and materials. 2. Clear personnel. 3. Clear the control of locks(tags according to established procedure. 4. Proceed with test, etc. 5. De-energize all systems and re-lock/re-tag the controls to continue the work- Outside Personnel (Cootractors,ctc�) 1. Whenever outside service personnel are to be engaged in activities covered by the scope and application of this policy, the VVMC and an contractors shall inform each other of their respective lockout or tagout procedures. 2. The VVMC shall ensure that all personnel understand and comply with the restrictions and prohibitions of any contractor's energy control procedures. Contractors shall ensure that their personnel do likewise for VVMC policies. TITLE: Staff and Contractor Competency DEPARTMENT: Environment of Care POLICY # ECC.027 APPLICABLE TO: All Vail Valley Medical Center Staff. Definition: For the sake of this policy, the term "contractor" shall refer to companies that perform warkwithin facilities owned or operated by Vail Valley Medical Center (the Organization) for specialized maintenance, installation, inspection, testing, or repairs of any utilities, medical equipment or Life Safety systems that cannot be completed by VVMC personnel. PURPOSE: To assure that only appropriately trained, experienced, and qualified personnel perform installation, modification, inspection, testing, maintenance, andlor repair of utilities, medical equipment or Life Safety systems, within facilities owned or operated by Vail Valley Medical Center. Intent of this policy is to help assure the safety of patients, visitors, and staff through minimizing opportunities to jeopardize capabilities or performance of the Organization through improper procedures or workmanship attributable to a lack of worker knowledge, understanding, or experience. DISCUSSION: Technical sophistication and complexity has steadily increased throughout the capabilities and performance of utilities, medical equipment or Life Safety systems. Diversity in age, style, and manufacture of utilities, medical equipment or Life Safety systems throughout the Organization can present particular challenges to the scope of technical knowledge, understanding, and experience required of facility maintenance staff and contractors. The Organization cannot simply assume that in-house maintenance staff or commercial contractors or vendors are qualified and competent across the spectrum of utilities, medical equipment or Life Safety systems within the Organization. Facilities & Engineering Department policy is, therefore, to require and assure necessary technical competencies and qualifications for both in-house maintenance staff and commercial contractors or vendors whose responsibilities entail installation, modification, inspection, testing, maintenance, or repair of utilities, medical equipment or Life Safety systems throughout the Organization. Competency requirements include relevant technical knowledge, understanding, and demonstrated capability gained through work experience with the type and configuration of utilities, medical equipment or Life Safety systems entailed in assigned work responsibilities. In some cases, formal trade certifications and/or professional licenses may typically be required as evidence of attained competencies, and may be required and expected by state or local agencies, including the Authority Having Jurisdiction. The Director of Facilities & Engineering shall assure that maintenance staff Job Descriptions include specific requirements for technical knowledge, experience, trade certification, or professional license, as may be applicable to the particular related work responsibilities inherent in the j ob position. Expectations for reliability and quality of work performed on utilities, medical equipment or Life Safety systems, as well as for demonstrated self-initiative and achievement regarding continuing technical training and education shall be required REVIEW Scope and implementation of this Departmental Policy, and any associated supporting Operating Procedures, will be subject to ongoing evaluation, being reviewed and validated at least annually. Policy review will be conducted by knowledgeable staff With recommendations (including any revisions or additions) submitted to the Director of Facilities & Engineering for approval. TITLE: Infection Control in Construction / Maintenance DEPARTMENT: Infection Control POLICY # 1C.03 Environment of Care POLICY # EO.005 Purpose: To provide a comprehensive plan to assess air quality control, infection control hazards, implications, and interventions when new construction,renovation or maintenance activities in the patient care setting is anticipated. Policy: Infection Control is critical in all areas of each facility. * Maintenance or Construction activities causing disturbance of existing dust or creating new dust must be conducted in tight enclosures cutting off any flow of particles into patient care areas. VVMC requires any subcontractors or sub-subcontractors, materials, suppliers, vendors, employees or agents to be bound by these requirements. * Before any maintenance or construction having potential to create or distribute airborne contaminants begins on site, the contratetor's management team shall attend a mandatory preconstraction meeting for instructions on Infection Control precautions. * HEPA equipped air filtration machines shall provide airflow into construction area not less than .OIHG at barricade entrances with doors Uly open. General infornution: The following guidelines are for the prevention of nosocomial infection during hospital construction, renovation, and/or invasive maintenance procedures.. The main organisms of concern are dust and fungal spores (aspergillus), and water organisms (legionella). Performance Requirements � Contractor Responsibility * Work with appropriate in-house representatives to verify that job hazard level is assessed, Pre-Construction Risk Assessment (PCRA) is completed and distributed, and work is conducted safely. * Equipment is maintained and replacement of HEPA and other filters is conducted in accordance with mantillicturees recommendations. * Know and understand the policy requirements as outlined within this policy * Report any problems immediately to the Project Manager Project Manager Responsibility * Ensure a safe environment for the patients, visitors and staff * Work with Infection Control, Facilities personnel, department personnel and contractors to isolate construction activities from patient me activities. e Evaluate construction and renovation activities in patient care and other identified high risk areas according to this policy . e Complete Pre-Constimetion Risk Assessment and for all renovation, repair, and construction activities to be performed- # Consulting with Infection Control before all activities to promote patient safety. * Inform contractors and subcontractors about these policy requirements and provide oversight/direction for contracted work- * Ensure work performed in patient care and other identified high risk areas is conducted in a manner that would minimize dust generation and provide for patient safety. * Equipment is maintained and replacement of HEPA and other filters is conducted in accordance with martufactitrer's recommendations. * Report any problems immediately to the Safety Manager and Infection Control as necessary Recommendations (including any revisions or additions) submitted to the Director of Facilities & Engineering for approval. Infection Control Department Responsibility - Inspect work site before demolition/construction begins. - Review completed Pre-Construction Risk Assessment prior to initiation of work - During Class III and Class TV projects, conduct weekly Infection Control Risk Assessments (ICRA) within the work site to ensure compliance with these construction standards and to promote safety of patients. - Distribute information and education about Infection Control Standards to contractors at the preconstruction meetings. - Provide education to staI physicians, administrative staff of upcoming construction, plans, and ongoing education as needed. - Identify care areas with patients at risk and plan transport of materials and patient placement away from those areas. - Educate staff in construction area to assess daily for inf6etion control risks (dust, water damage, etc.) . - Provide education to healthcare workers about construction related organisms and patient risk populations. Quality Control * Discuss and plan with construction staff how to respond for emergencies (water leak, sewage leak, airflow "burse', prior to start of exercise. - a All work shall be stopped on the project whenever a hazardous infection control deficiency isidentified. * Contractor shall take immediate action to correct all deficiencies * Failure of contractor to correct such deficiencies will result in corrective action taken by VVMC and deducting all costs from the contract Products and Materials e Sheet Plastic: fire retardant polystyrene, 6-mil thickness * Barrier Doors. solid core wood, painted * HEPA equipped air filtration machines: Foxed Air 2000 HEPA equipped filtration unit or equal. HEPA primary and secondary filters. * Exhaust I-loses: heavy duty reinforced steel and ventilation blower hose * Adhesive Walk OffMats: Minimum size mats (24" x 36') * HEPA Vacuum ' p"VAIL VALLEY MEDICAL CENTER POLICY AND PROCEDURE MAN - - - I 'I- Ventilation - Ali air vents must be blocked off and sealed to prevent contamination of the duct system before demolition/construction begins. - Negative pressure air-flow relative to adjacent patient care areas should be created and maintained. - Frequent daily assessments will be conducted to ensure patency of negative pressure using flutter test for level M11V areas. Dust Barriers - All barriers must be completed before demolition/construction begins. - A closed door with duct tape applied over the frame and door is acceptable for short projects which can be contained and completed within a single mom. (1, II) - Construction, demolition or reconstruction not capable of containment within a single room must have the following barriers erected. 0 An air-tight plastic or drywall barrier that extends from floor to ceiling to prevent dust and debris fiom escaping. If the fk1se ceiling is not violated, the barrier only needs to be wended to the ceiling tiles. When construction penetrates a smoke or fire wall, additional safety standards may apply to barrier construction. (111TV) 0 Each entrance must be constructed so that it has an ante-room to prevent escape of dust and debris. The ante-room can be constructed of plastic or. rhywall barriers- 0 Ante-room will be stocked with equipment to wipe down tools, equipment prior to exit, and clothing (bunny suits/vacuum) for workers to clean selves prior to exit - If elevator shafts or stairways are within the area of construction, they must have proper barriers installed. - Penetration of ceilings, chases, ceiling spaces, and slabs must be sealed with approved firo-stopping material to stop movement of air� debris, smoke and fire. . Sticky mats should be used at work area entrancelexit - Dust tracked outside the barriers should be removed immediately. - Holes cut or puncturcol in walls, ceilings, floors or doors should not be left exposed longer than 4 hours. If work cannot be completed - %ithin this time span, the holes should be temporally plugged or covered. - For outside construction, adequate seals must be maintained on windows of patient care areas to prevent infiltration of outside air. - To minimize traffic into/out of construction area, communication strategies will be implemented to decrease errand activities that will increase dust distribution. Debris Removal - Debrisremoval from the construction site should be completed through predetermined route approved by Infection Control. And PCRA team - Debris should be transported in clean (wiped down) containers with tight-fitting covers. - If elevator to be used for removal of debris, predetermined times for transport and cleaning procedures will be outlined prior to start. At Project Completion - Barriers should not be removed from work area until the completed project is inspected by Infection Control and thoroughly cleaned by Environmental Services or the contractor. - The work area should be vacuumed with a HEPA filtered vacuum and/or wet mopped. - Barrier materials should be removed carefully to minimize spreading of dirt4olebris associated with construction - Barrier and construction waste should be either bagged or transported in carts with tight fitting lids. - Barriers should be treated as debris. - Blockage should be removed from vents. Cleaning Procedures for staged construction sites: a Class MI projects: Replacement of ceiling tiles, covering of holes in walls, varcuum, wet mop for dust collection. Room to be sealed when not in use. a Class IIIJIV projects: Replacement of ceiling tiles, covering of holes, vacuum, wet mop for dust collection. Terminal clean to be performed to adjacent areas prior to patient use. Procedures: 1. Obtain the "Infection Control Construction" form 2. Using the following, identify the Type of Construction/Maintenance Project Activity (Type A-D): Type A Inspection and Non-Invasive Activities Includes but is not limited to: . . * removal of ceiling tiles for visual inspection .. . . 4 1 , I � . a painting (but not sanding) * wall covering, electrical trim work, minor plumbing, and activities which do not generate dust or require cutting of walls or access to ceilings other than for visual inspection Type B Small scale, short duration activities which create dust that can be controlled at the source with vacuum Includes but is not limited to: * Installation of phone and computer cabling a Access to chase spaces * Cutting of walls or ceiling where dust migration can be controlled ot Sanding of walls for painting or wall covering Type C Work that generates a moderate to high level of dust or requires demolition or removal of any fixed building components or assemblies Includes but is not limited to: a Ceiling tiles and casework a New wall construction a Minor duct work or electrical work above ceilings a Major cabling activities Type D Major maintenance, demolition and construction projects Includes but is not limited to: * Activities which require consecutive work shifts . * Requires heavy demolition or removal of complete cabling system * New construction . 3. Using the follovoing table, identify the Risk Groups that will be affected. If more than one risk group will be affected, select the higher risk group (any activities conducted in occupied areas are automatically classified as one risk group higher than listed): GROUPI Low Risk - Office areas, Mechanical rooms, Storerooms off ofIeficritcarc, arcets GROUP2 MediumRisk- Echocardingruphy, Nuclear Medicine, Physical therapy, Radiology MRI, Respiratory Therapy, Pharmacy, General - Patient Care Areas, Mcd-Surg, PatientRooms GROUP3 Medium-RighRisk - Emergency Room, Labor Delivery, Laboratories, Nurscry,Pm-Op/PACU, FeI Nutrition , GROUP 4 Highest Risk - Cancer Center, PCU, Central Sterile Supply, Intensive Care Unit� Negative Pressure Isolation Rooms Oncology, Opanding moms - including C-Section OR, Pharnmy TV ama 4. On the following table, match the Construction Project Type (A, B, C, D) with the Risk Group (Low, Medium, Medium-High, Highest) to determine the Class of Precaution (1, II, Ill, M. Maintenance / Construction Project Type IC Risk Group TypeA TypeB Type C TypeD Low Risk Group I 11 III IR/rV McdiumRiskGmup I if in IV Medium-High Risk Group I it IlL/IV IV Highest Risk Group H IIyfV IlMV ry 5. An Infection Control Risk Assessment (ICRA) will be required when Maintenance Construction Project Type and Risk Group indicates that Class Ill or Class IV Precautions are necessary. During Maintenance / Construction Project-. I Class I I.Exccutc work by methods to minimize raising dust fromconetructlore operations 2. Immediately rcpl= ceiling tiles displaced for visual inspection class 11 I.Provide active means to prevent airborne dust while cutting (varnmin tools) 2. Water mist work surfaces to control dust while cutting 3,Seed unused doors with tape 4. Block off and seal air vents as needed 5. Place dust mat at catrance, and exit ofwork area, I clan III ' 1. Isolate HVAC system in area where work is being done to preventromarronation ofdudsyftm 2. Complete all critical bartiers (i.e. sbeetrock, plywood, plastic) to seal area from non-work area before construction begins 3. Maintain ncgeI airpressure within work site utilizing REPA equipped air filtration units or exhaust to cocterior ofthe building. Ensure no fim intakes for 50 hea 4. Contain construction waste before transport in tightly covered containers S. Cover transport receptacles or cuts. Tape covering unless solid lid 6. Place d ust nut at entrance and exit ofwork asm ClassIv 1. Isolate HVAC system in a= where work is being done to prcvcn t contamination ofduct system 2. Complete all critical barriers (i.c� A octrock, plywood, plwdc) to seal amr, from non-work area before construction begins 3. Maintain negative air Pressure with in work site uti lizI HEPA equipped air filtration units or "ban at to enctaicir ofthe building. Ensure no fien intakes for 50 fect, monitor to �O I 'us or greater 4. Seal holes, pipes, conduits, and punctures appropriately 5. Do not imseve barriers un til the completed pmject less been inspected by the Prrj act Manager an d Infection Control Nurse and thoroughly cleansed by the EVS department Place out unit at entrance and exit ofwodc am Upon completion ofProject: Class He 1. Notify the EVS department to clean the arest 2. Contain construction waste before transport 3. Wet mop and/or vacuum with HEPA filtered vacuum before Icerving work am 4. Return HVAC to s tandard operation Classm 1, Barriers A ould not be removed from work am until the completed pmject is insp wtcd by Infection Control and thoroughly cleaned by Environmental Senriecs or the contioner. 2. The work area should be vacuumed with a HI fiftered vacuum andlor wet mopped. 1 Barrier materials should be removed carefully to mimmize spreading of dirt/debris associated with construction 4. Barrier and construction waste should be cith a bagged at transported in cam with tight fitting lids. 5. Barriers should be mated as dcbfz. 6. Blockage should be removed from vents. 7. Rcorm HVAC to standard operation Class TV 1, Barriers should notbe removed from work a= until the completed project is inspected by Infection Control and thoroughly cleaned by Environmental Services or the cormactor, 1 The work ama should be vacuumed with a HEPA filtered vacuum and/or wet mopped. 3. Barrier materials shoul d be removed carefully to miturnim spreading of dinklebris, asso ciated with construction 4. Bounce and construction waste should be ci ther bagged or transported in cam with tight fitting lids. 5. Barrios should be treated as debris, 6. Blockage should be removed from vents. 7. Return HVAC to a tandard operation 'Referenca I.Siegel JD, Rhinehart E, Jackson M, Chiarello L, and the Healthcare Infection Control Practices Advisory Committee, 2007 Guideline for Isolation Precautions: Preventing Transmission of Infectious Agents in Healthcare Settings, June 2007. 2. Facility Guidelines Institute. Guidelines for Design and Construction of Health Care Facilities. The American Institute ofArchitects. 2006. 3. Bartley,J.M. APIC State-of-the-Art Report: The role of infection control during construction in healthcare facilities, 1999. 4. Schulster, L. Chinn, R. Guidelines for Environmental Infection Control in Health-Care Facilities. MMWR. June 6,2003/52 (RRIO); 142. APPLICABLE BUILDING CODES: 2009 INTERNATIONAL BUILDING CODE 2009 INTERNATIONAL PLUMBING CODE 2009 INTERNATIONAL MECHANICAL CODE 2008 NATIONAL ELECTRICAL CODE 2009 INTERNATIONAL FIRE CODE 2002 NFPA 72 NATIONAL FIRE ALARM CODE AMERICANS WITH DISABILITIES ACT GUIDELINES LIFE SAFETY SYSTEMS: AUTOMATIC SPRINKLER SYSTEM AND DETECTORS THROUGHOUT THE BUILDING, OCCUPANCY TYPE AND CONSTRUCTION: OCCUPANCY:B CONSTRUCTION TYPE: I-A EXISTING BGSF: 15,488 &F. REMODEL AREAS: BIOSKILLS : 1,020 SF. BIOMECHANICS: 2,495 SF. . ADJACENT OCCUPANCIES: A3 ASSEMBLY AND S2 PARKING STRUCTURE (ABOVE) OCCUPANCY SEPARATION: 2 HOURS PROJECT DESCRIPTION: RENOVATION OF BASEMENT OFFICE SPACE INTO BIOSKILLS, MOTIONS LAB AND BIOMECHANICS LAB. FILMING OF ATHLETIC MOVEMENT (HOCKEY AND GOLF) PRIMARY USE OF MOTIONS LAB (SIMILAR TO CURRENT USE OF SPACE). BIOSKILLS FOR PRACTICE OF ORTHOPAEDIC PROCEDURES. BIOMECHANICS LAB PROVIDES OFFICE SPACE FOR 8 INDIVIDUALS, WITH WORK AREAS TO TEST JOINTS. EXISTING RECESSED COMPUTER FLOOR TO BE INFILLED WITH CONCRETE. MACHINE SHOP TO HAVE ONE HOUR SEPARATION FROM LAB. THE MACHINE SHOP WILL BE USED TO DEVELOP NEW FIXTURES FOR USE IN THE MOTION AND BIOMECHANICS LABORATORIES TO OPTIMIZE TESTING CAPABILITIES BYA SKILLED ENGINEER. BIOSKILLS,1310. TESTING AND IN VITRO TO HAVE EQUIVALENT OF CLEAN ROOM FINISHES AND MECHANICAL SYSTEM. VENT IN IN VITRO TO EXHAUST ODORS, NOT CHEMICALS OR COMBUSTIBLE MATERIALS, REFER TO REPORT PREPARED BY COLORADO CODE CONSULTING, LLC FOR ANALYSIS OF EXISTING TWO HOUR HORIZONTAL SEPARATION FOR LAB CEILING AND PARKING ABOVE. VERTICAL SEPARATIONS PER UL ASSEMBLIES NOTED ON A8.0 AND AS INDICATED ON AR1.0 AND A1.0� FIXTURE COUNTS ARE BASED ON OCCUPANCY AND USE, THE AREA WHICH WILL BE PRIMARILY USED IS THE BIO. MECHANICS LAB. STAFF LEVEL WILL BE A MAXIMUM OF EIGHT. SINGLE TOILET SET BY EXCEPTIONS 1, 2, AND 3 OF IBC SECTION 2902.2. DOUBLE DOOR ACCESS TO BIOSKILLS IS PROVIDED SO THAT TABLES WITH BODY PARTS CAN BE MOVED INTO THE PRACTICE AREA, WITHOUT MOVING THEM INTO THE PUBLIC CORRIDOR (UNSTERILE). PUBLIC ACCESS WILL BE FROM PUBLIC CORRIDOR. LAB STAFF WILL ASSIST SINGLE ATHLETE GOLFING OR SHOOTING AT HOCKEY GOAL FOR MOTIONS LAB FILMING. ASSEMBLY AREA TO THE SOUTH OCCUPANCY IS 149 (75 EACH FOR I PER 125 MALES, I PER 65 FEMALES COUNT). MENS COMPLIES; WOMENS'ROOM SHORT ONE TOILET. EXISTING UNISEX TOILET WAS ADDED TO PROGRAM TO BALANCE LEVEL 0 DEFICIT. EFFECTIVELY, TWO TOILETS WERE DELETED IN DEMOLITION, AND ADDED IN NEW CONSTRUCTION, ". MECHANICAL UNIT TO BE REPLACED IN EXISTING MECHANICAL ROOM. EXHAUST DUCT TO BE EXTENDED THROUGH DUCT TO ROOF WITH FAN MOUNTED ON TOP, - 0 BUILDING CODE INFORMATION G-1 THERE IS NO REQUIREMENT FOR A PERFORMANCE AND PAYMENT BOND. G-2 AN AIA CONTRACT WILL BE THE FORM OF AGREEMENT WITH THE OWNER. G-3 REQUIRED INSURANCE COVERAGE: A) 2 MILLION GENERAL AGGREGATE GENERAL LIABILITY WITH 1 MILLION PER � B) 2 MILLION GENERAL AGGREGATE EXCESS LIABILITY PER OCCURRENCE, G-4 THERE WILL NOT BE LIQUIDATED DAMAGES FOR COMPLETING WORK ON SCHEDULE. G-5 PAPER TOWEL AND SOAP DISPENSERS ARE FURNISHED AND INSTALLED BY OWNER; BLOCKING BY CONTRACTOR. G-6 THERE WILL BE ACCESS TO THE ELEVATOR; PRE-CAUTIONS WILL BE NECESSARY TO PREVENTDAMAGETO ELEVATOR AND FRAME. G-7 SIMPLEX-GRINNELL IS THE PROVIDER FOR THE FIRE ALARM. G-8 INTERIOR SIGNAGE IS BY OWNER. G-9 WINDOW TREATMENTS ARE BY OWNER G-10 THERE ARE NOT ANY OTHER SPECIFICATIONS THEN WHAT ARE INCLUDED WITH THE PLANS. . I G-11 SECURITY AND PHONE-CTV-DATA IS BY OWNER. CONTRACTOR TO PROVIDE CONDUIT AND BOXES. G-12 GENERAL CONTRACTOR TO SUPPLY DUMPSTER. WORK DISRUPTING ADJACENT TENANTS TO BE SCHEDULED DURING NON-BUSINESS HOURS (8 AM TO 5 PM). G-13 EQUIPMENT IS FURNISHED AND INSTALLED BY OTHERS AS COORDINATED BY CONTRACTOR. G-14 THERE IS NO ATTIC STOCK FOR THIS PROJECT. ALL MATERIALS WILL BE NEW AND PROVIDED BY THE CONTRACTOR. G-1 5 PRE-CONSTRUCTION MEETING AND COORDINATION DRAWINGS REQUIRED FOR ALL MOTIONS LAB FLOOR ASSEMBLY, CAMERA AND FLOOR PLATE INSTALLATION A �� A 4%IDDING NOTES 8 DOOR IDENTIFIER OFFICE NEW ROOM Fo-6-6-1 IDENTIFIER . INTERIOR I ELEVATION 0 <�> KEY NOTE TAG --------- EQUIPMENT BY OWNER la__� WALL TYPE TAG __� ADJUSTABLE I Y DETAIL SECTION KBT. � A1.1 ) IDENTIFIER to e "I ) 11_� BY OWNER \. _..I@ DETAIL IDENTIFIER MTL. I 4'-J" 1 DIMENSION LINE NOTE: , &TYPICAL SYMBOL DESIGNATIONS. MAY NOT BE USED IN THE DRAWINGS. If ' nc) ) 6YMBOLS ADJ. ADJUSTABLE INSUL. A.F.F. ABOVE FINISH FLOOR KBT. AL. ALUMINUM MECH. B.O. BY OWNER MIN. CFT� CERAMIC FLOOR TILE MTL. CONC. CONCRETE NO. CONT. O.C. CORR. CORRIDOR P. C.M.U. CONCRETE MASONRY UNIT P. LAM. CPT. CARPET RB. CAI CERAMIC WALL TILE RE: DBL. DOUBLE REF. DISP. DISPENSER RM. DW. DISHWASHER R.O. EA. EACH S.F. ELEC. ELECTRIC Sim. ELEV. ELEVATION S.S. EQ. EQUAL STD. EQUIP. EQUIPMENT STDS. EXT. EXTERIOR STRUCT. EXIST. EXISTING SUSP. (E) EXISTING (TYP.) FD. FLOOR DRAIN TREAT. GA. GAUGE U.C.L. GALV. GALVANIZED U.N.O. GYP. BD. GYPSUM BOARD V.I.F. G.C. GENERAL CONTRACTOR W/ HGT. HEIGHT WB. H.M. HOLLOW METAL WD. A*TYPICAL ABBREVIATIONS. MAY NOT BE USED IN THE DRAWINGS, 5 11% Is 001 0011 V 9 k 9 INSULATION KEY BOARD TRAY MECHANICAL MINIMUM METAL NUMBER ON CENTER PAINT PLASTIC LAMINATE RUBBER BASE REFER REFRIGERATOR ROOM ROUGH OPENING SQUARE FEET SIMILAR STAINLESS STEEL STANDARD STANDARDS TYPICAL TREATMENT UNDER CABINET LIGHT UNLESS NOTED OTHERWISE VERIFY IN FIELD WITH WOOD BASE WOOD OWNER VAIL VALLEY MED CENTER 181 WEST MEADOW DRIVE VAIL, COLORADO 81657 CONTACT: RYAN MAGILL (970)904-0066 ARCHITECT DAVIS PARTNERSHIP, P.C. 0225 MAIN ST., UNIT C101 EDWARDS, COLORADO 81632 CONTACT: SCOTT NEVIN, AIA (970) 926-891 ��lillilfl�!��ll��i��l��:l�i�i��§i��s _. III 1111 ENGINEER 0150 EAST BEAVER CREEK BLVD, U N IT 204A, P, 0. BOX 8009 AVON, COLORADO 81620 CONTACT: ----------------------------------- SEAN MOLLOY (970)748-0711 MECHANICAL/ CATOR, RUMA & ASSOCIATES, CO. ELECTRICAL 1550 DOVER STREET SUITE 2 ENGINEER LAKEWOOD, COLORADO 80215-3132 CONTACT: ELECTRICAL - KAY BATHKE (303) 232-6200 MECHANICAL - WILLIE WOMACK (303) 232-6200 CONTRACTOR TO BE DETERMINED I OPARTICIPANTS I COVER SHEET ......... .................. ....... ....... � . ...... . .... . ..... . ... ... -.-- ARCHITECTURAL - L -*---*---,-*,*,-*-**----,-*,---I ------- I— . .............. - ----------------- I AO.0 AGENE L N ESO VmMyt - AO.1 I I .. ... ... ... .......-..-...--......-...-....-..� _.... . ...... ... . _......... _......_ . . ....... ... . ...... ...... .. . AO . . . 2 .... . ......... . .. . .. 6 . 0 . 0 . R . , .. HARDWA . RE . & . FIN . I . SH .. SCH . E . DULES . , . NOTES .. AND .. D . ETA[ . LS . .__ 1 ........................... . ... . ................... ...._._... . .................. � AR1.0 - BASEMENT LIFE SAFETY PLAN ------ AR1.1 FIRST FLOOR LIFE SAFETY PLAN ____ A1.0 ,Q"_0_LlJIQ4 D-NEALCONSTRUCTION PLANS . III ________________.__ � I ........ . . . .................... . . .................. . .... .... , ., i;_M ......... . ............. *__** ... * ----------- - ------ - -- - INTERIOR ELEVATI�ON ) A8.0 ___ INTIMnMTAIES' � ____ A9.0 FINISH, EQUIPMENT AND CEILING PLANS §�__ ------ -, * 'P"' L_ "A ... N .... S ... ****__* ... **-*,* ---- - -------------- - ^** ... *'****,*"--,* ...... **_,___ --- * ....... *-,--,----- - -------- ........... ... .............. I ..... ...................... . .. � ......... ............... .................. ............ . ........................... . .. .__ .............. ... S2 D-ETAILS ____ __ MECHANICAL --- M1.0 MECHANICAL LEGENDS Ki1 _ * . ** 1 * - ---- - --- - --- ----- * ... D' ...... I ........... -"*,-*,-"** ... ****"** ... ** ..................... �� MECHA IE� �L ::?t .. . .................... . ................ M1.3 - MECHANICAL SPECIFICATIONS J ' oftupwaft. - - - - MD2.1 11" I X L" � H VACM f 5 EMU? I A N . . ... . ........ ........ . ...... � ..... � ..................... . ......... _ ......... ............ . . . . ......... . .......... . ........ . ... M2.1 PARTIAL LEVEL 0 HVAC PLAN i�'bi ��kffiJc`c6iE ... 0 'A" _V * A' .... C ..... P"1'P --- G ..... D .... M`6 .... P **** L ... A N" **** ....... ............. * ..... * _1 11. ----. M3.1 PI- LE EL 0 Ua"I�l LAN __ - - - - .. - - - - - --- -------.-_-- A PD2.0 , f PARTIAL FOUNDATION PLUMBING PLAN DEMOLI � ........ . ..... I . ................................... 11 .. . .. . .... . .. . . .. . ...... . ........... LTe�� -)/ I.\- � .... . ... _ '_ � _X . ": ............... .... _..... ' I " ��k ^ .... - - , P2.0 __ PARTIAL FOUNDATION PLUMBING .� PD2.1 ��, - - ffKUUEiiEU6 PLAN DEMOLITION - L LEVEL 0 PLIRBI,M-��N Wy*_V%WW_ff __ . a0.v ,. II . . .......... . � . �� _7�IC�L P _ - - __.� ___ - - __ --------- ___ ..... � ....... . ...... . ..... I ............... 7 , AND SCHEDULES ) EO.01 I I ELECTRICAL LEGi � 7 1 � ..... . �...__ 119 a - - "" IIIIIIIIIII " --'-- `__ " wo ....... ................. � ......... ...... .... . _AL iONS LECTRC � SPECIFICAT .. I ____ EO.03 ELECTRICAL SPECIFICATIONS -------- E2.01 ELECTRICAL ONE-LINE DIAGRAM Ei& *__, P A 'R' ... T" I A " B__ X 'S' E_ - M * 'E _ N ... T ..... L 'E" V * 'E" * L * 'L" I _G - A * * T - I N _ G _ P , ... L ... AN" .... S ------- **__**** --- ** ---- - - ----- - .............. . ................ � ................. � ........... . . ................. � ........................ . ....... � ........ . ................................. � ......................... � ...... - E4.01 PARTIAL BASEMENT LEVEL POWER & SYSTEMS PLANS H - PARTIAL BASEMENT FIRE ALARM PLANS ___ E6.01 , ELECTRICAL DETAILS ....... � .. . ....... . . ... . .... E7.01 566E&TkZ�L * P' ... A_`N' --- E ,- L * "S -,- C -, H ,- E *-* D" * U -*, L **, E" , S -,,* " * - - --------- - - - -------- - - * --- - -- - ---------- - ------- * ..... * = = = = !�_!l 1= 11 =111=11= - r , i _ ... **'** * ii i �,�,n Z Mechanical I -pmsw.ii�-, " I .t_,r, , " lq � ; ,k I �11,, � t''k - mmma II ��, 51 Modifications .1 � I AM- � . , - ,� "'; `r�'*`rW'_'_,N -, . _% '1=1 , - '1�1 V L '-01=F1 , . fl."._W� H .i iiii .. .11, N - .. -1 _1 - I '' , - - .. I �� : 1 i . � 11 a � :t tZ11111 - .. � SPRI LABS �'11 . . . . . . x . . -- -- i-IL .. :Z �il, � � �" ,� - k " � ... - . . . . . A - : � . t l . �* I :t . . . . . . � 11 .1 H I I 11 - ; I.- . t, i �� = I .t ., . :t I . . . . . . . t . * . . . . :t 't - - < WEST VAIL '��_ ., --, - - ., - --�:. I ..*. cOR-P Ow CIRCLE ,��::,- ZZZ ��:. - . , I ' l l. . 0�, :: " '� I:, 0 _:��-�, 1 \ 1 .. of '��.,::Z�� . 1.1.1 *.\ 8 \ m ..% BEAVER D � \\ �: - . ;,�:. � I , ?,OPD f 0?-,-�'5' ", - MAIN VAIL EXIT SOLITH F'RON-r ______�:_�Z-41 ______� � ' ' W - �� I WILLO I ::: BRIO�� -17:; � .: " \',\\ * ROAD � . � , I . le�' I �___ � . ;:V �___ :.,:.:�:�':, WILLOW �' __Z�� PLACE EAS7- 4 _:�_ �Z,_�Ow DR/V,,�- k I*t . EAST VAIL----> R � _"'\ GgR�.-..a '... :::-, L , . , 1 , �,��, . .;:= ., ": - (3 1-1 - . Z�P� .:: I Z�� 'I , !;? __�_ �.� GORE 9 CREEI� I- . :: :5: �� L ��", `�_,_ ,:. _, � :., : ==:, �3 > V 10 7: �� cllio�,_ CZ� Denver 2301 Blake Street, Suite 100 I Denver, CO 80205 303.861.8555 Vail 0225 Main Street, Unit C1 01 lEdwards, CO 81632 970.926.8960 1[W*7sMEIffls REI STRUCTURAL P.O. BOX 8009 AVON, COLORADO 81620 970.748.0711 F.970.748.0722 CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET LAKEWOOD, CO 80401 303.232.6200 F.303.232,3701 A OT' SIGNATURE AND DATE 11MI . . . . . _ M 'I . III W " TOV COMMENTS 10SEP10 I �, Project Information I I , , ' ' , , L Vail M h%., Valley � Medical F �F Center � , r 181 TT.-ifleadow Drive Vail, Colorado 81657 I Sheet Informatio Sheet Title: TOVIComments 20AUG2010 Sheet Number: AONO DPA Project: 10907.00.000 . COPYRIGHT 201 0 - DAVIS PARTNERSHIP, P.C. I c � � i i � I I � I �t � I � � I � 1 , , I 1� , 1� I i I �, - "', I � , i \ "Ill " . 1 � I i � I I i I § ° 0 SPECIFICATION DIVISIONS 1 SEE MEQHZELEQ DRAWINGS FOR SPECIFICATION SECTIONS 15 AND 16 SECTION 01010 - SUMMARY OF WORK PROJECT DESCRIPTION: The project consists of interior remodel of the existing office space into o bio-machonkcol tenting of living and nun living bodies. LOCATION: Vail Valley Medical Center, 181 YY Meadow Drive Vail, CO 81657 PREMISES: During tenant improvement construction the Contractor shall have limited use of space within the remodeled building. Contractor's use of premises is limited only by Owner's right to perform work or employ other contractors on portions of the project. SECTION 01023 - ALTERNATES Refer to A9.0 for list of Alternates. SECTION 01027 - APPLICATIONS FOR PAYMENT: Submit o Sokegu|m of Yo|uaa which breaks du*o the Contract 8ono into at least one ||na Marn for each technical SpauM0uoUon Heading ' Correlate the Schedule of Values with the Cuntroctur�o Construction Schedule. Submit (J) three copies of each Application for Payment on A|A Document Q7U�/7D3, in accordance with the schedule established in the Agreement. For the C r� ' ' from each subcontractor or supplier for whom amounts were requisitioned on the previous payment. SECTION 01035 - MODIFICATION PROCEDURES Upon the Owner's approval of a proposal from the Contractor, submitted either in response to a Proposal Request issued by the Architect or as a request for change from the Contractor, the Architect will issue a Change Order on AIA Document G701, for all changes to the Contract Sum or Contract Time. SECTION 01040 - PROJECT COORDINATION: Coordinate construction activities included under various Sections of these Specifications to assure efficient and orderly installation of each part of the Work. Coordinate construction operations included under different Sections of the Specifications that are dependent upon each other for proper installation, connection, and operation. Where installation of one part of the Work is dependent on installation of other components, either before or after its own installation, schedule construction activities in the sequence required to obtain the best results. Where availability of space is limited, coordinate installation of different components to assure maximum accessibility for required maintenance, service and repair. Make adequate provisions to accommodate items scheduled for later installation. SECTION 01045 - CUTTING AND PATCHING: Before cutting/patching existing surfaces, examine surfaces to be cut and patched and conditions under which cutting and patching is to be performed. Take corrective action before proceeding if unsafe conditions are encountered. Protect existing construction during cutting and patching to prevent damage. Temporarily cover openings when not in use. Patch with durable seams that are as invisible as possible. Inspect and test patched areas to demonstrate integrity of the installation. Do not cut structural members without prior written approval of Architect and Structural Engineer. For patching provide materials whose installed performance will equal or surpass that of existing materials. For exposed surfaces, provide or finish materials to visually match existing adjacent surfaces to the fullest extent possible. CONCRETE TOPPINGS: Provide self-leveling undedoynnenba complying with the ui ha of /S[RM C94 over existing base a|ob so as to provide o smooth and level surface to receive finished flooring materials. Remove d/rt loose uooteno| oil, gnaoua point or other t i nte from existing concrete e|ob leaving clean surface to receive topping slab. Repair all crooha in existing concrete floor o|oU to minimize telegraphing. Prime existing floors in accordance with he requirements of the manufacturer. Trowel flour to produce o finished surface free of trowel nnorko uniform in texture and appearance and achieving the following tolerances whon tested in accordance with ASTM E 1155, Manufacturer: Anjox, Inc SECTION 01095 - REFERENCE STANDARDS AND DEFINITIONS: Directed: Terms such as "directed," "requested,* ° outhnhzed." ° oe|ootnd," "approved,' 'required," and "permitted" mean "directed by the Architect,* "requested by the Architect," and similar phrases. Approve: The tann "approved," *hare used in conjunction with the Architect's action on the Contractor's oubmitto|o, oppUcot|ona, and requests, is limited to the Architect's duties and responsibilities as stated in the Conditions of the Contract. Furnish: The term "furnish" is used to mean "supply and deliver to the Project site, ready for unloading, unpacking, assembly, installation, and similar operations." Install: The tann "install" is used to describe operations at project site including the ootuo| "unloading, unpocNng, assembly, erection, placing, onchudng, applying, *wMdng to dimana|un, finishing, curing, protecting, cleaning, and e|nni|or operations." Provide: The term "provide" means 'to furnish and install, uornp}ota and ready for the intended use." The tonn "experienced," when used with the term "Installer," nnoonu having o rn|n|nnunn of five previous projects similar in n|zo and scope to this Project, being familiar with the upooio| requirements indicated, and having oornp||wd with requirements of the outbohty having jurisdiction. |NDUSTRY �T�NDARDS� Applicability of Standards: Except where the Contract Documents include more stringent requirements, applicable construction industry standards have the some force and effect as if bound or nnpio6 directly into the Contract Documents to the extent n:h:nonoed. Such standards are mode o port of the Contract Documents by reference. Comply with the standard in effect as of the dote of the Contract Documents. Conflicting Requirements: Where compliance with two or more standards is specified, and the standards may establish different or conflicting requirements for minimum quantities or quality levels, refer requirements that are diffenont, but apparently equal, and uncertainties to the Architect for o decision before proceeding. Copies of Standards: Each entity engaged in t oti the Project is i d to be familiar ith industry sto d rd D b| to that entity's construction ct applicable standards are not bound with the Contract Documents. SECTION 01200 - PROJECT MEETINGS: Progress meetings will be held at Project site as required to assure the correct and timely completion of the project. Owner, Architect, Contractor and each subcontractor or other entity concerned with current progress or involved with planning or coordination of future activities, shall attend. Minutes of each meeting will be prepared by Contractor and distributed to all parties present. Agenda: Review and correct or approve minutes of the previous progress meeting. Include topics discussion as appropriate to progress and the current status of the Project. I Contractor's Construction Schedule: Review progress since the last meeting. Determine where each activity is in relation to the Contractor's Construction Schedule. Determine how construction behind schedule will be expedited. Reporting: No later than 3 days after each progress meeting date, Contractor shall distribute copies of minutes of the meeting to each party present and to other parties who should Include a brief summary, in narrative form, of progress since the previous meeting and report action items and party responsible, unresolved items, resolution of Schedule Updating: Revise the construction schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue the revised schedule concurrently with the report of each meeting. SECTION 01300 - SUBM11TALS: Coordinate submittal preparation with construction schedule, fabrication leod-times, other submittals and activities that require sequential operations. No extension of Contract lime will be Futhorized due to failure to transmit submittals in time to permit processing sufficiently in advance of when materials ore required in the work. Cost for replacing and work disturbed by installation of unapproved substitution will be paid by the Contractor. Prepare submittals by placing a permanent label on each for identification. Provide label to record review and approval markings and action taken. Include the following information on the label: Project Norno Dote Name and Address of Contractor Nome and Address of Subcontractor and Supplier Title of Appropriate Technical Specification Hooding SHOP DRAWINGS: Submit newly prepared information drawn to scale. Indicate deviations from Contract Documents. Do not reproduce Contract Documents or copy standard information. Submit (1) one reproducible print and (1) one blue or black-line print on sheets at |000t 8-1/2 by 11 inches but no larger than JO by 42 inches. Architect will return the reproducible print. Contractor to absorb all costs uaaupiotod with opnwnt|nn of substituted product if deviation from Contract Documents not brought to Owner's and Architect's attention. PRODUCT DATA: Submit (3) three copies of product data and mark each copy to show opp|7oob|a choices and options. SAMPLES: Submit (3) three sample finishes as specified and identical with nnotario| VYhana vodoMona are inherent in the rnotedoL submit at least /3\ three units that show UmUo of the variations. Include product name or norno of the manufacturer, Architect will nmv|** each oubrn|tto|, mark as appropriate to indicate ouUnn taken, and return copies !eao those retained. ARCHITECT'S ACTION: No submittal will be reviewed un|aoo evidence of Contractor's review is indicated thereon. The Architect may return such submittals, if either the contents of the submittal or the absence of naou|ta of Contractor's review indicate no review oocuned. Except for uubmd±o}o for nucord, information or similar purposes, where action and return is required or requested, the Architect will review each submittal, mark to indicate action taken, and return promptly. Compliance with specified choroctehotica is the Contractor's responsibility. Action Stomp: The Architect will stamp each submittal with o unifonn, self-explanatory action stamp. The stamp will be oppropdotek/ marked to indicate the action token. Architect "o Consultant Action: VYhnrc Architect has commissioned and directed o separate design Consultant to review submittals pertaining to their portion of the Contract Documents, the Architect's Consultant will stamp each submittal with m uniform self-explanatory action atonop similar in language and intent to the Architect's. In addition the Architect will stomp some submittal with action stamp marked "See Consultant Review Action". SECTION 01500 - TEMPORARY FACILITIES Comply with: NFPA 241, "Standard for Safeguarding Construction, Alterations, and Demolition Operations; ANSI A10 Series standards for "Safety Requirements for Construction and Demolition"; and NECA Beothoo| Design Library's 'Temporary BeutMoo( Facilities." [|eothco| service oho|| be in 0000rdonno with NEWA NECA und UL standards and nagu|oUonn for temporary electrical service. |natoU service in cunnp|ionoo with NFPA 70' TEMPORARY SUPPORT FACILITIES: Use of the Owner's existing sanitary facilities is not permitted. The contractor is to provide tannpnnory sanitary fooOMdpn. DUST CONTROLS: Contractor to implement dust onntnul mooauraa as warranted by construction activities and location as mandated by Owner's Infectious Control policies. Construction, demolition or reconstruction not capable of containment within o single room must hove: (1) on air-tight plastic or dg8woU boninr that extends from floor to ceiling to prevent dust and debris from escaping. (2) Sticky mats should be used at work area - (3) Dust tracked outside the borMwm immediately, be removed }mmwd|ot�. TEMPORARY FIRE PROTECTION: Maintain portable fire protection during modification of� building of building fire-protection ayotono. TEMPORARY SECURITY AND PROTECTION: Provide temporary barricades, i signs, and lights to protect the public and construction personnel from construction hazards, when necessary. SECTION 01631 - PRODUCT SUBSTITUTIONS: The Owner and Architect may consider substitutions of specified mohyho|e which provide o savings in Contract Sum and/or Time. The Contract Sum and Time savings shall be identified at time of submittal. The request for substitution ahoU be aubnnK±ad in reasonable and timely manner for review, as not to delay construction. Substitution aobmK±o|o ohoU include product information, test data, oonnplea 0f applicable), deUvary time, and ooa{ information. If deemed acceptable by the Owner and Architect, the substitution submitted may be used by the Contractor. Acceptance of the substitution by the Owner and Architect does not relieve the Contractor of responsibility in performance or workmanship in relation to the substitution. The required warranties of any item of construction ahoU not be modified by substitutions. SECTION 01650 - EXECUTION REQUIREMENTS: T RATION: . Examine oubutnotwn and conditions for compliance with manufacturer's written n:qu|narnwnto including, but not ||rnit*d h» nurfuowo that are sound, |*vo| and plumb; substrates within installation tolerances; surfaces that are smooth, clean and free of da}ntohouo substances; and application conditions within environmental |inoUo. Do not proceed with installation until unsatisfactory conditions have been corrected. Prepare substrates and adjoining surfaces according to manufacturer's written instructions. ""S`°Lu~/wm. I Comply with manufacturer's written instructions for installation. Anchor each product securely in pio*e, accurately located and aligned. Clean exposed surfaces and protect from donnoge' If applicable, prepare surf for field finishing. SECTION 01700 - PROJECT CLOSEOUT; Maintain o set of Contract Drawings as Record Drawings. Mork to show inotoUoUun that vohoo from the Work as originally ahuen' CLOSEDUT P�OC8}UHES: Request Substantial Completion inspection ono* the following are complete; Advise Owner of pending insurance changeover requirements. Submit Record Drawings, warranties and oinni\or record information. Complete startup tooting of systems and instruction of operation and maintenance personnel. Remove temporary fooU0eu and controls. Complete Ano| cleanup. Touch up, repair and restore nnonnd, exposed finhahna. Obtain final inspections from outhohUoa having jurisdiction. Obtain certificate of occupancy. Upon receipt of o request for inspection, Architect will proceed with inspection or advise Contractor of unfulfilled requirements. Arrange for each YnatoUur of equipment that naquinaa operation' and maintenance to provide instruction to Owner's personnel. FINAL CLEANING: Clean each surface or konn as fuHo*o before requesting inspection for certification of Substantial Completion: Remove |oba|o that are not permanent. Clean transparent motodo|o, including mirrors. Remove excess glazing compounds. Replace chipped or broken g|000. Clean exposed finishes to o dust-free cnndition, fnn* of atoinu. O}nns and foreign substances. ,"^""''' carpeted surfaces and ~"^ resilient ''""'"' Architectural, Mechanical and Electrical Punchlist: Provide Architect with o pre-punch list of items yet to be completed prior to request for inspection. Architect to schedule punch list based on completion of installation of all finishes and after final cleaning. SECTION Q1232 - SELECTIVE DEMOLITION: Unless otherwise indicated, demolished nnotaholn become Contractor's property' Comply with EPA regulations and disposal regulations of authorities having jurisdiction. Conduct demolition without disrupting Owner's and other Tenants' occupation of the building. Items indicated to be removed and salvaged remain the Owner's property. Rernnve, clean and pock or crate |tenno to protect against damage. Identify contents of container and deliver to Owner's designated storage area. All light a*Kohea, telephone, electhco|, data outlets, etc. indicated to be removed or relocated mhoU be comp|mbak/ removed. Patch and apply finish indicated. A cover plate will not be acceptable. Submit schedule indicating proposed sequence of operations for selective demolition work to Owner's Representative for review prior to start of work Include coordination for shutoff, capping and continuation of utility ompWcao as required, together with details for duet and noise control protection. Provide detailed sequence of demolition and nmnnnwo| work to ensure uninterrupted progress of Owner's on-site operations. Conduct demolition work in monnwr thot will m|nlnnbe need for disruption of Owner's nomoo| operations. Maintain and protect existing utilities to remain in service before proceeding with demolition, providing bypass connections to other parts of the building. Locutw, identify, shut off, disconnect, and cap off utility services to be demolished. Promptly patch and repair holes and donxzge6 surfaces of building caused by demolition. Restore exposed finishes of patched onaoo and extend finish restoration into remaining adjoining oonntruubnn. Promptly remove dwmn||oh*d nnobyho)a from Owner's property and legally dispose of them. Do not burn demolished motorio|o. SEQJION 01740 - WARRANTIES: Submit written warranties to the Architect prior to the dote certified for Substantial Completion. If the Architect's Certificate of Substantial Completion designates o commencement dote for warranties other than the aots of Substantial Completion for the Work or as o design portion of the Work, submit written warranties upon request of the Architect, At Rno[ Completion compile (2) two copies of each warranty properly executed by the Contractor, or by the Contractor, Subcontractor, Supplier or Manufacturer. Organize the warranty documents into on orderly sequence based on each technical Specification Heading. Request inspection for certification of final acceptance and final poynnent, once the following are complete: Submit final payment request with re|woeeo of ||ono and supporting documentation. Include insurance onrUfootom. Submit consent of surety to final payment. On completion of re-inspection, Architect will prepare o certificate of final acceptance. If the Work is incomplete, Architect will advise Contractor of the Work that is incomplete or obligations that have t yet been fulfilled. SECTION 01740 - WARBANTIES: Submit written warranties to the Architect prior to the doba certified for Substantial Completion. If the Architect's Certificate of Substantial Completion designates o commencement dote for warranties other than the aota of Substantial Completion for the Work, or as o design portion of the Work, submit written wonont|au upon request of the ArcbMact.At Rno( Completion �onnpi�e �2\ t*o oopies of each warranty properly executed by the Contractor, or by the Contractor, Subcontractor, Supplier or Manufacturer. Organize the warranty documents into on ordeMy aoquonce booed on each technical Specification Heading. Request inspection for certification of final acceptance and final payment, once the following are complete: (1) Submit final payment request with re)moaeo of liens and supporting documentation. (2) include insurance certificates. Submit consent of surety to final poymont. On completion of re-inapection. Architect will prepare o certificate of final acceptance. If the Work in incoonp|eha. Architect will advise Contractor of the Work that is incomplete or obligations that have t yet been fulfilled. SECTION 06100 - ROUGH CARPENTRY: FIRE-RETARDANT-TREATED MATERIALS: All *nod to be f7re-retondont-treot*d, and comply with applicable requirements of A0PA C20 (lumber) and A0RA C27 (plywood). Identify fire-retardant-treated wood with appropriate �� dU of UL; US Testing; Timber Products | U another testing d inspecting �| oao uo on marking . . ng� nn er Inspection, Inc.; n�'; or on mr o ng on napo ng ngonoy acceptable to authorities having STRUCTURAL-USE PANELS FOR BACKING: Plywood Backing Panels: For mounting e|oothco| and telephone equipment and the Uku, provide fire-retardant-treated plywood pona}o with grade, C D Plugged Exposure 1 in thickness indicated oc if noted nthonviae. not |euo than 15/32 inch thick, SECTION OZZIO - BUILDING INSULATION: FIRE PERFORMANCE CHARACTERISTICS: Provide insulation motnrio|n Wnntimz| to those whose indicated fire performance nhorootadaticn have been determined per the AETW toot method indicated bo|o*. by UL or other testing and inspecting organizations oocnptob}o to outhuhUae having jurisdiction. Identify products with appropriate rnorNngo of applicable testing and inspecting organization. Surface Burning Characteristic: /VSTM [ 84. Fire Resistance Ratings: /STW E 119. Combustion Characteristics: ASJW E 136. AVA MANUFACTURERS: Subject to compliance ith nvquinamonzo manufacturers offering insulation products that may be incorporated in the work |ndude, but are not limited to, the following: C|oau-Rber Insulation: CortoinTand Corporation; Owens-Corning Fiberglas Corporation. INSTALLATION: Comply with insulation manufacturer's instructions applicable to products and application indicated. If pdnted instructions one not ovoi|ob|o or do not apply to project conditions, consult manufacturer's toobn|co| representative for specific recommendations before proceeding with installation of insulation. Extend |nao|ut/on full thickness as indicated to envelop entire area to be insulated. Cut and fit tightly around obstructions, and §|| voids with insulation. Rornnva projections that interfere with placement. Apply o single layer of insulation of required thickneua, un|aao otherwise shown or required to nnoho up total thickness. ACOUSTICAL EAJT INSULATION: Include 34" sound bott insulation to underside of dock above in all new *oUo. Submit Samples: 1. Show the full range of colors, textures, and patterns available for each type of finish. 2. Exposed cabinet hardware and accessories, one unit for each type and finish. Submit Shop Drawings: 1. Show location of each item, dimensioned plans and elevations, large-scale details, attachment devices, and other components. 2. Show locations and sizes of furring, blocking, and hanging strips, including concealed blocking and reinforcement specified in other Sections. 3. Show locations and sizes of cutouts and holes for plumbing fixtures, faucets, soap dispensers, and other items installed in architectural woodwork. Submittal to include fastening/assembly methods, all joinery details per AW1 400-G-10 AWI standards, locations, dimensions, finishes and rough-in for MEP devices. Dimensions on shop drawings to match dimension point of architectural drawings. QUALITY STANDARD: Interior Architectural Woodwork shall meet Architectural Woodwork Institute's "Architectural Woodwork Quality Standards" for grades of interior architectural woodwork, construction, finishes, and other requirements. STYLE: WIC Construction Style: Style A, Fromeless. WIC Door and Drawer Front; Flush overlay. Gaps between doors/drawers to be equal and orthogonal. Hardboard: AHA A135.4 Medium -Density Fiberboard: ANSI A200'2 Particle board: ANSI A208.1, Grade M-2 Hardwood Plywood and Face Veneers: HpVA HP-1 High-Pressure Decorative Laminate: NEWA LD 3 Solid Surface MoteKu|: �4 inch thick: Prov Architect's aale:t|uno from manufacturer's |[utad in Finish Schedule Furring Blocking, shims and Hanging Strips: Softwood or hardwood lumber, kiln ddud to 15 percent moisture content. Provide sheet nnnto| blocking only. CAB/NET C0NSTRUCDON: A. Quality Standard: Comply with ANI Section 400 requirements for |onninoto cabinets except as shown or specified. B. Construct base and wo|| cabinets, doors and drawers and naoaPUun counters as follows: 1. Base and *oU cob/net body: o. Bottom, midmo solid sub-top: -Y4" particle board, hardwood dowel oub-tup, sides and bottoms at 4" u'u. b. Back: Y2" particle board, let into a@eo, bottom and sub-top continuously and hot melt glued. n. Spreader: %^ x O^ at each drawer. d. Hong voUn: %~ x 4° at top and bottom. e. Shelves: Thermoset covered (six sides) particleboard except 1° porUdo board for shelves longer than 56". 2. Drawers: o. Sides, bock and sub-front: X~ thick thermoset coated particle board. b. Bottom: %" thick thermoset coated particle board, let into sides, aub-front, and bock continuously hot melt glued c. Corner joints: single robbotod and continuous hot melt glued at sides, bock and mubfrunt. STAPLES NOT PERMITTED. 3. Doors and Drawer Fronts: o. ;Y4" thick particle with PVC (3rnm) edgeo, hut melt glued and |orn|note both sides. b. Attachment: drawer fronts hot melt glued and (min) 4 wood screws to oubfnnnt. 4. 8oue cabinet bases: Y4" particle board with doweled rigid joint and cross members (ladder oty|m\ at 48° o.o. max. C. Grade: Custom D. AN( Type of Cabinet Construction: Flush overlay with X inch reveal or as indicated. E. High-Pressure Decorative Laminate Cladding: Complying with the following requirements: 1. Colors, Patterns, and RnYohuo: Prov moteho|a and products that result in colors and textures of exposed laminate surfaces complying with the following requirements: o. Match color, pattern, and finish indicated by reference to |omYnota manufacturer's standard designations for these choroctedstioa 2. Laminate Grade for Exposed Surfaces: Provide laminate cladding complying with the following requirements for type of surface grade. o. Horizontal surfaces other than tope: GP-28 80.028-inch nominal thickness). b. Post-formed surfaces-. PF-42 (0.042-inch nominal thickness). c. Vertical surfaces: GP-50 [0.050-inuh nominal thickness). d. Edges: GP-50 (0.050-inoh nominal thickness). 3. Sem1oxpomod surfaces: o. High pressure laminate, CL-20 b. Thermoset decorative overlay for cabinet drawers and interiors. F. Laminate Grade: QP-50. Q. Edge Treatment: PVC edges: 1mm, color matching plastic |orn|noto. H. Provide dust ponw|a plywood or tempered hardboard above compartments and drawers except whore located directly under tops. [�B|NET H�RDY0�RE AND ACCESSOR|ES: Exposed Hardware Finishes: For exposed hondwnnn, prov finish that cn/npUao with ANSk1]HWA A156.18 for 8HMA code number indicated: Satin Chromium or Nickel Plated; BHMA 826. Hinges: Rva-hnunNa atua| hinges. Pulls: 4 inch by 9(6 inch U-shaped wire, brushed chnurna, washer b000a; Epoo No' MC-402-96-DC or equal by Hofale Magnetic Catches- 803141 Roller Catch at removable sink face panel: Engineered Products Company Port #1017DC. Flint W|, phone # 810-767-0050 Door Locks: where shown on drawings: National Lock #C-8173-26D. Drawer Glides: Aoouride Medium Duty3832 ooay glide slide with zinc finish. 125 degree opening Drawers Lock where shown on drawings: National Loo #C-8178-28D. Grommets for cable passage through countertops: 3 inch OD, molded-plastic gronnmnto with 2 1/4 inch hole and plastic cap with slot for wire poaeogc; Doug muoket± "EDP" Series. Color: Selected by Architect from manufacturer full range. Provide quantity for locating 36 inches o'o. at all reception and work counter; field verify final location with Owner. Drawer Slides: Hofe|e - zinc plated otao| drawer slides with steel ball bearings - 100 |bf Accuhde 3852 TRIM: S% moisture content, warp free; stain grade maple. No({ and screw size and type appropriate. Installation: Mitre all joints; no cracks or rough surfaces. SECTION Q7841 - TH ROUGH -PEN ETRATIOU EIREMP SYSTEMS: QUIREMENTS: Provide firestopping systems that are produced and installed to resist the spread of fire, according to requirements indicated, and the passage of smoke and other gases. F-Rated Through - Penetration Firestop Systems: Provide throug h- penetration fire ratings indicated, as determined per ASTM E 814, but not less than that equaling or exceeding the fire-resistance rating of the constructions penetrated. T-Rated Through -Penetration Firestop Systems: Provide through-penetration firestop systems with T ratings, in addition to F ratings, as determined perASTM E 814, where systems protect penetrating items exposed to contact with adjacent materials in occupiable floor areas. Fi -Resist Jo Sea ..",."" jo " sea with f ra i ndica t ed, " as "e="m'eu per nS/m c 119, but not less than that equaling or exceed the fire-resistance rat of the construction in which the joint occurs. For finsoto ping exposed to Vie* provide products with flame-spread vo|uao of |eoa than 25 and smoke-developed values of less than 450, as determined par AETW E 84. SUBMITTALS: Obtain through-penetration firautnp systems for each kind of penetration and construction condition indicated from o single nnonufooturer. Submit product data for each type of product specified. Submit o schedule of fireobnpping proposed to be used. . QUALITY ASSURANCE: Fire-Test-Response Chonootadutioo: Provide firestopping that complies with the following requi t d those specified under the "System Performance Requirements" a rticl e: Firestopping tests are performed by a qualified testing and inspecting agency. A qualified testing and inspecting agency is UL, Warnock Hersey, or another agency performing testing and follow-up inspection services for firestop systems that is acceptable to authorities having jurisdiction. //"vu uuou,/ /`,euwp systems are identical to those tested per xS/m E o/* under conditions where positive furnace pressure d/ffonsnt|o/ of at least u'u, mox of water is maintained at m distance of 078 inch below the fill nooteMo|u surrounding the penetrating items in the test assembly. Provide rated systems compl with the following i to Through -penetration firestop system products bear classification marking of qualified testing and inspecting agency. Through -penetration firestop systems correspond to those indicated by reference to through-penetration firestop system designations listed by ULin their "Fire Resistance Directory," by Warnock Hersey, or by another qualified testing and inspecting agency conforming to the requirements of U.B.C. Standards 43-6 . Fire-resistive joint sealant systems are identical to those tested for fire-response characteristics per ASTM E 119 under conditions where the positive furnace pressure differential is at least 0.01 inch of water, as measured 0.78 inch from the face exposed to furnace fire. Provide systems complying with the following requirements: Rre-Resistance Ratings of Joint Sealants: As indicated by reference to design designations listed by UL in their "Fire Resistance Directory" or by another qualified testing and inspecting agency conforming to the requirements of U.B.C. Standards 43-lJoint sealants, including backing materials, bear classification marking of qualified testing and inspection agency. mvtpxe, wupuncounno, Engage on experienced macoxer who has completed nreazopp/ng that is a/mxor in rnotono| design, and extent to that indicated for Project and that has performed successfully. PROJECT COND11l0NS: Do not |noto|/ firestopping when ambient or substrate temperatures are outside limits permitted by Mncatopp|ng manufacturers or when substrates are wet due to roin, frnot, oondenoot}on, or other oouuoa. Ventilation: Ventilate f|naotopping per f|reatopping manufacturers' instructions by natural nnaons or, where this is inadequate, forced air circulation. PRODUCTS: Prov fireatopping composed of components that are compatible with each other, the oubatnotoa forming oponings, and the items, if ony, penetrating the firnmhopping under conditions of service and app as demonstrated by firestopping manufacturer booed on testing and field experience. Use only components specified by the finaotopping manufacturer and approved by the qualified testing and inspecting agency for the designated fire- resistance- rated systems. AwoUob|e Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated in the Work include the following: Specified Technologies, Inc.; 3W, Fire Protection Products; Tronnco, Inc. INSTALLATION: Comply with the "System Performance Requirements" above, with /STM C 1193, and the manufacturer's 7natoUofion instructions and dno*|ngo pertaining to products and applications indicated SECTION 08211 - FLUSH WOOD DOORS: Submit Product Data and provide a schedule of doors using same reference numbers as those on the Contract Documents. Include elevations of door design types, product data for each type of door, including details of core and edge construction, trim for openings and factory-finishing specifications. Submit samples for verification in the form of manufacturer's standard sample units for faces of factory-finished doors with transparent finish. Comply with the following standards: NWWDA Quality Standard: I.S.1-A, "Architectural Wood Flush Doors," of the National Wood Window and Door Association. AWI Quality Standard: "Architectural Woodwork Quality Standards" of the Architectural Woodwork Institute for grade of door, core, construction, finish, and other requirements. Rre-Rated Wood Doors: Comply with NFPA 80 for fire-rated door assemblies. Provide assemblies identical to those tested per ASTM E 152; and labeled and listed by UL, Warnock Hersey, or another testing and inspecting agency acceptable to authorities having jurisdiction. A physical label must be permanently affixed to fire-rated doors at an authorized facility, General Warranty: Door manufacturer's warranty specified in this Article shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by the Contractor under requirements of the Contract Documents. Door Manufacturer's Warranty: Submit on door manufacturer's standard Contractor, agreeing to repair or replace defective doors that have warped (bow, cup, or twist) more than 1/4 inch (6.35 mm) in a 42-by-84-inch (1067-by-2134-mm) section or that show telegraphing of core construction in face veneers exceeding 0.01 inch in a 3-inch (0.25 mm in a 75-mm) span, or do not conform to tolerance limitations of referenced quality standards. Warranty shall be in effect during the following period of time after date of Substantial Completion. Solid Core Interior Doors: Life of installation. AVAILABLE MANUFACTURERS: Marshfield Door Systems Inc. INTERIOR FLUSH WOOD DOORS: Solid Core Doors with Transparent Finish: Plain oUca VV1 finish, select face veneer; Pnanniunn grade; 5-ply construction; with particleboard core. Fire-Rated Solid Core Doors- Provide faces and grade to match non-fire-rated doors in some area of building, unless otherwise indicated. Subject to approval, manufacturers standard core construction as required to provide finm-nau|otonca rating indicated. Provide approved manufacturers standard composite blocking designed to maintain fire neo|utunom of door but with improved screw-holding capacity of same thickness on core. For doors with nninoro| core provide blocking for all surface mounted hardware. All fire rated doors mhoU nomot OL10C positive pressure standards for category ^A^ doors. All required intumescent owo|a ohoU be concealed into the edge of the door. FABRICATION: Fabricate flush *nod doors to comply with following requirements: In sizes indicated. Comply with clearance requirements of referenced quality standard for fitting. Comply with requirements of NFPA 80 for fire- resistance-rated doors. Factory machine doors for hond*uro that is not surface applied. Lncote hardware to comply with DH|-WDHG-3. Cocnpk, with final hondwona schedules, doorframe shop drawings, DH| A115-YV aahea standards, and hardware templates. Cunrd{noba measurements of hord*ona rnorOoea in mnato| frornaa to verify dimensions and alignment before proceeding with factory machining. Prefit Dimensions: Width: 3/16-(nch beveled two edges. Head: 1/8-inch. Undercut: 5/8-inch. Openings: Cut and thrn openings through doors to comply with applicable requirements of referenced standards for kind(s) of door(s) required. FINISHING: General: Comply with referenced quality standard's requirements for factory finishing. Point or amu| wood doors in field to match existing doors. Grade: Premium. Finish: AN/ System TR-6. Sheen: Satin. EXAMINATION: Examine installed door fmnnas prior to hanging door: Verify that frames comply with indicated requirements for size, location, and owing characteristics and have been YnatoUnd with p lumb jambs and level heads. Do not proceed with installation until unsat conditions have been corrected. Hardware: For installation see Section "Door Hardware.* |notoU wood doom to comply with manufacturer's instructions and referenced quuhb' standard and as indicated. |nutoU fire-rated doors in corresponding fire-rated frames according to requirements of NFPA 80. Doors: |notoU flush wood doors immediately before Substantial Completion. ADJUSTING AND PROTECT Protect doors as recommended by door manufacturer to ensure that wood doors will be without damage or deterioration at the time of Substantial Completion. SECTION 09650 - RUBBER SPORTS FLOORING: Provide multi-functional interlocking rubber ti|es, ekote and spike resistant, meeting /STW D-2047 slip resistance. Product consists of recycled truck tire crumb rubber bound by o urethane binder. Concrete sub-floor to be doon of debris, flat, dry, and void of any chemical n:aiduo. Concrete in to be moisture tested and comply with manufacturer's standard tests. Project environment to meet flooring inetoUoUom guidelines. All tiles to be purchased from the some lot number. Thickness: 5/8"; loose laid. Warranty: two years. Submit Product Data and Color Samples. Prep floor as required and install o self-leveling compound (see Concrete Topping Slab sect above) to provide o flat and level finished surface. Installer Qualifications: Engage an experienced Installer who is certified by the Floor Covering Installation Board (FC|B) or who can demonstrate onrnpUunce with FC|8 certification program requ irements. Carpet that have flame-spread and smoke-developed ratings of 25 or /ona and 450 or |aso nnnpnoUva|y, when tested according to ASTW E 84, Comply with CR| 104, Section 6, "Site Conditions." At completion of project, deliver to Owner full-width carpet equal to 5 percent of each type and color carpet installed, packaged with protective covering for atorogo. Provide carpet as scheduled on the Drawings. Comply with CR[ 104, Section, "Direct Glue-Down." 5EQTION 09566- VINYL COMPOSITION TILE (VCT): Submit Product Data and Color Samples. Prep floor as required and install o self-leveling compound (see Concrete Topping Slab section above) to prov o flat and level finished surface. Provide 1/8 inch nominal gouge, 12 in. x 12 in. square U|* meeting ASTM F 1066. Class 2 - through -pattern. |netoU tile in strict accordance with manufacturer's w6tteo instructions over approved oubfiwura using the Vinyl Composition -O|w Installation System with full-spread (3-89) (S-700) (S-750) (S-515) Adhesive on nacnrnrnendnd b manufacturer. Clean, nnol and wax per manufacturer's recommendations. ' 6 EI VINYL FLOORING AND INTEGRAL BASE (Sv) Submit Product Data and Color 5onmp|mu' Refer to AO.3 for manufacturer and ouloro. Refer to A10.0 for pattern. Prep Onnr as nnqu[nad and lnntoH o self-leveling compound (see Concrete Topping Slab) to provide o flat and level finished surface. |natoU in strict accordance with manufacturer's written instructions with o rninirnunn of aeonna over approved subf|ouna using the Oornnnencio| Vinyl-Backed Installation Syub»nn with /S-575\ (S-240 Epoxy) Adhesive and heat-welded oeonna as recommended by the nnonufocturer. |noto|| fillet strip at intersection of *o|{ and floor; too of strip not to extend post vort)oo| surface; mitre inside corners. C|non aeo| per manufacturer's recommendations. All eeorna to be welded. Joint under toe kick to be cut flush with underside of cabinet and caulked. Provide rneto| cove cap at wall and caulk to wall with dwor sealant. SECTION 09561 - RESILIENT WALL BASE AND ACCESSORIES: Submit product Data and Color Samples. At oornp/obon of project deliver to Owner at least 10 linear feet for each 500 linear feet or fraction thereof, of each type and color of resilient *oU base installed. Provide resilient rubber wall base and oocuesoMoa as scheduled on drawings AD.2. Apply resilient rubber wall base to woUa in BO feet lengths, oo|unnna pi|oatana, casework, and other permanent fixtures in rooms or oneoo where base is required. Form wo(| boao corners from straight pieces. |netoU reducer strips at edges of flooring at d|aairn/|or mnotaMo)a and exposed concrete floors. Roppo No. 177 Tile - Carpet Jointer between tile and carpet. Roppe No. 168 reducer at \KT to sheet vinyl tronoit|nn, SECTION 09260 - HIGH PERFORMANCE COATINGS. Submit Product Data and Color Samples. 100% solids epoxy with aggregates as fused together to form o clean, monolithic surface. Concrete to be clean of debris, dry, and chemical free. Concrete to be tested for compliance with manufacturer's standard tests. Foor to be primed and coats applied per manufacturer's standards for thickness and aggregate size. Entire area to be /notoUad from single color batch. SECTION O�710 - DOOR HARDWARE: Submit copies of finish hardware sched in accordance with Division 1 Cenwnd Requirements. SCHEDULES AND PRODUCT DATA: Schedules to be in vertical format, listing each door opening, and organized into "hardware aota^ indicating complete designations of every item required for each door opening to function as intended. Hardware schedule from doba the purchase order is received by the finish hord*ons supplier. Furnish four (4) copies of revised schedules after approval for field and file umo' Note any special mounting instructions or requirements with the hardware schedule. Schedules to include the following information: Location of each hardware set cross- referenced to indications on drawings, both on floor plans and in door and fronna schedule. Handing and degree of swing of each door. Door and frame sizes and mnotnrio|n. Keying information. sty le, function, size, and finish of each hardware item. Elevation drawings and operational descriptions for all electronic openings. Name and manufacturer of each hond*ona item. Fastenings and other pertinent information. Explanation of all nbbnmiobona, symbols and codes contained in schedule. Mounting locations for hardware when vodaa from standard. Submit catalog cuts and/or product data sheets for all scheduled finish hardware. Submit separate detailed ke mohodu|u for approval indicating dnody ho* the owner's final instructions on keying of locks has been fulfilled. Furnish o complete list and suitable templates, together with finish hord*ona schedule to contractor, for diotdbution to necessary trades supplying motoho|a to be propped for finish hardware. OPER�OONS AND ��N��NANCE k��UALS� Upon completion of construction and building turnover, furnish two {2) complete maintenance manuals to the oenor. Wonuo|o to include the following items: Approved hardware schedule, ootobg cuts and keying schedule. HonJ*orn installation and adjustment instructions. Manufacturer's written warranty information. YNring diagrams, elevation drawings and operational descriptions for all electronic openings. SUPPLIER QUALIFICAT A recognized architectural door hnnd*ona supplier who has maintained on office and has been furnishing hond*ono in the project's vicinity for o period of at |noat two (2\ years. Hond*one supplier shall have office and warehouse facilities to accommodate this project. ^ ' Hond*oro supplier ahoU have in his employment at lease one (1) Architectural Hardware Consultant (AHC) who is ovoAob|a at raoaonob|o times during bue|naau hours for consultation about the project's hardware and requirements to the owner, architect and contractor. Hardware supplier must be on authorized factory distributor of all products specified herein. WARRANTY: All itemo, except as noted ba|u*, uhoU be wonmnhsd in writing by the manufacturer against failure due to defective nnoterioio and workmanship for o minimum period of one (1) year commencing on the dobm of final completion and acceptance. In the event of product failure, promptly repair or replace item with no additional coot to the owner. Mortise iooko*to: Five (5) years. Door closers: Ten (10) years ' MANUFACJDR[RS:Ooh/ manufacturers as listed below ahoU be accepted. Obtain each type of finish hardware (hinges, latch and |ockaeto. exit dovinaa door closers, etc.) from o single manufacturer. ' ' SCREY�� AND F�STENERS� All required acrn*a ohoU be supplied on necessary for securing finish hardware in the appropriate manner. Thru-bolts ahoU be supplied for exit devices and door o|ooem *hero nnqu|nad by uoda ond the opprophota blocking or reinforcing is not present in the door to preclude their use. HINGES: Hinges ohoU conform to ANSI A156.1 and be three-knuckle design, ball bearing as specified with NRP (non-removable pin) feature, at all exterior reverse bevel doors. Um|aao otherwise scheduled, supply one (1) hinge for every 30" of door height. Hinges ohoU generally be 4 1/2" x 4 1,2", except at doors exceeding 36" in width where 5" x 4 1/2° hinges aho|| be prov Heavy *eight hinges (.180) shall be supplied at all high traffic dunna where specified. Provide hinges with phiU|pe flat-head screws unless specified otherwi SpaoHlad Manufacturer: McKinney Approved Substitutes: 8ornmer, Stanley CYLINDERS: VYhena specified, high security cylinders ahoU be supplied. Prov Patented High security hoya ob|o to operate both the opprophnte conventional and bi h h ` c within the some master key system while the keys for the conventional cylinders cylinders will not operate the high security cylinders. The high security ' re-con cylinder con be aoei 0 the Owner to void existing keys without disturbing the pinning of the master key system. If the master key oyatmnn is compromised by the |oaa of o top-level master ke the system can be changed through o simple realignment of the barrel/plug components. The existing keys are then voided from operating the cylinder. Stamp all change ^ ' chonge keys with � symbol (VKC\, but do not stamp with key section or bitting number. KEYING: All locks d cylinders shall be t ctimaste as directed by the Owner. The factory shall key all looks and cylinders. Furnish the following key amounts: (1) Two change keys per lock (2) Three grand master keys (3) Six master keys per master level (4) Fifteen construction/temporary keys Master keys and all high-security or restricted keyway blanks shall be sealed in tamper-proof packaged boxes when shipped from the factory. The boxes shall be shrink wrapped and imprinted to ensure the integrity of the packaging. MORTISE LOCKSETS: All looksets shall be ANSI 156.13 Series 1000 Grade 1. All functions shall be manufactured in a single sized case formed from 12 gouge steel minimum. The lockset shall hove a field -adjustable, beveled armored front, with a .125" minimum thickness and shall be reversible without opening the lock body. The locksetsholl be 23/4" backset with a one-piece 3/4" anti-friction stainless steel latchbolt. The deadbolt shall be a full 1" throw made of stainless steel and have 2 hardened steel roller inserts. All strikes shall be non-handed with a curved lip. To insure proper alignment, all trim, shall be thru-bolted and fully interchangeable between rose and escutcheon designs. Specified Manufacturer: Sargent 8200 Series SURFACE MOUNTED CLOSERS - HEAVY DUTY: All closers shall have non-ferrous covers, aluminum alloy bodies, forged steel arms, and separate valves for adjusting backcheck, closing and latching cycles and adjustable spring to proVide up to 50% increase in spring power. Closers shall be constructed with a one-piece body. Closers shall be furnished with parallel arms ors opening into corridors or other public spaces and shall be mounted to permit 180 degrees door swing wherever wall conditions permit. Furnish with non-hold open arms unless otherwise indicated. Closers shall not be installed on exterior or corridor side of doors; where possible install closers on door for optimum aesthetics. Specified Manufacturer: LCN DOOR TRIM AND PROTECTIVE PLATES: Kick plates ohoU be .050 gouges and two (2) inches less full width of dour, or on specified. Push p|otea, pull plates, door pulls and nniscaUonouua door tdm ohoU ba oa shown in the hardware schedule. Specified Manufacturer: McKinney Approved Substitutes; Quality, Thmoo' hen WALL MOUNTED DOOR STOPS: Where o door is indicated on the plans to strike flush against o *oU, *oU bumpers ohoU be provided. Provide convex or concave design as indicated. Specified Wonufooturera: McKinney, }vno GA3KEONQ: Provide uont|nuouo oound aeo| on interior doors. Provide only those units where naaUYant or f|ax|biu seal strip is ooaUy nsp!ooeob|e and readily ovo||ob|a from otoohu maintained by manufacturer. SILENCERS: Furnish rubber door a|}*noero equal to Trimcn 1229A for all new interior hollow metal frames, two (�\ per pair and three [�) per single door frame, and T�mco 12298 for all *ood frames. ' ' ' ' FINISHES: The designations used in schedules and elsewhere to indicate hardware finishes are those listed in ANSVBHWA A156'18 including coordination with traditional U.S. finishes shown by oedo|n manufacturers for their products. Provide quality of finish, including thickness of plating or coating 0f onv\ composition, hordnwuo, and other quu|iOaa complying with manufacturer's standards, but in no cnuo less than specified by nefonanumd standards for the upp8nob}a units of hardware. EXAM|NAn0N: Contractor oho|| ensure that the building is secured and free from weather elements prior to installing interior door hardware. Examine hardware before installation to ensure it in free of defects. INSTALLATION: Mount hardware units at heights indicated in the following opp|ioob/a publications, except as specifically indicated or required to comply with the governing 'regulations. "Recommended Locations for Builders Hord*opo for Standard Steel Dnnna and Frames" by the Door and Hond*one Institute (DH|.) NV0NDA Industry Standard |.S.1.7 "Hon6nmro Locations for Wood Flush Doors." All hardware ahoU be applied and installed in accordance with beat trade practice by on experienced hardware installer. Cone ohoU be exercised not to mar or donnogo adjacent work. |notoU each hord*uno item in cornp||ono* with the manufacturer's instructions and recommendations. VYhwne cutting and fitt is required to install hardware onto or into surfaces that are later to be pointed or finished in another *oy, coordinate nynnuvo|, otunogo and reinstallation or application of surface protection with finishing work specified in the Divioion Q Sections. Do not inabzU surface-mounted items until finishes have been completed on the substrates involved. Prov o secure lock up for hardware delivered to the project but not yet installed. Control the handling and installation of hardware items so that the completion of the work will not be delayed by hardware |oaawo before and after installation. FIELD QUAL CONTROL: The hardware supplier oho|| do o final inspection pdor to building completion to ensure that all hord*000 was correctly installed and is in proper working order. ADJUSTING, CLEANING, AND DEMONSTRATING: Adjust and check each operating item of hord*nna and each door to ensure proper operation or function of every unit. Replace units that cannot be adjusted to operate freely and onnonthk/ or as intended for the application made. Where door hardware is installed more than one month prior to 0000ptonoe or occupancy of o space or oren, return to the installation during the week phor to acceptance or occupancy and make final check and adjustment of all hardware items in such space or area. Clean operating items as necessary to restore to proper function and finish of hardware and doors. Adjust door control dov|uae to compensate for Jno> operation of hooting and ventilating equipment. Instruct r' | in the intenonce of dour honj*ona and hardware finishes and usage of any electronic devices. SECTION 09260 GYPSUM BOARD ASSEMBLIES- vvhopn fire- vns|otonce-rated osmernbhem are required, provide motwrio!n and construction identical to ooaemb|ina tested according to ASTW E 119 by and independent testing and inspecting agency acceptable to authorities having jurisdiction. Where EJC-rated assemblies are required, provide materials and construction identical to assemblies whose S7C rating were determined according tu /STM E90 and classified according to AETM E 413 by o qualified independent testing agency. METAL FRAMING AND SUPPORTS: Steel framing components for suspended and furred oaU|ngu complying with /VSTM C 645 and ASTW C 754. YNra Ties: ASTW A 841 (A3TW A 641M), C|oao 1 zinc uoot/ng, soft temper. 0.002-inoh thick. Hangers: Wire, /STM A 041 (A3TM A 641M), C|oeu 1 zinc coating, soft temper, 0'162-ino6 diameter. Carrying Channels: Cold-rolled steel, 0.0538 inch thick, m[nurnum 1/2-inch-wide flange, 1-1/2 deep, with ASTM A 653/A 053W, Q50 (Z18O) hot-dip galvanized zinc coating. All rneto| framing ahoU he from nommercio|-otenl sheet with A3TM A 653/A 553M, C60 (Z180). hot-dip galvanized zinc coating: Cold Rolled Channels: 0.0538 inch th|oh minumunn 1/2-inch-wide flange, 3/4 inch deep. . Steel Studs: 0.0178 inch thick, 2-1/2 inches deep. complying with A9TM C 645. Hat-Shaped, Rigid Funing Channels: 0.0179-|ncb thick, 7/8 inch deep, complying with ASTM C 645. Steel Studs and Runners: 0'0178 inch thick, 3-5/8 |ncbao deep unless noted uthen*iaa, complying with ASTM C 545 Deep-Leg Deflection Track: ASTM C 845 top runner with 2-inch- (50.8-mm-) deep flanges. Rot Strop and Booking Plate: Steel sheet for blocking and bracing in length and width indicated. 0.0598 inch thick for use in fire rated wall assemblies with 2 hour rating or greater. Cold-Rolled Channel Bridging: 0.0538-inch thick, with minimum 1/2-|nch-w|da flange, 1-1/2 inches deep Clip Angle: 0.088-ynuh- (1'73-nnm-) thick, 1-1/2 by 1-1/2 inc galvanized steel. Prov double 16 goVo studs at each door jamb, stitch welded. Alignment of finished face of partition with finished face of existing column or partition is indicated on the drawing by the nobs ''oUgn.^ GYPSUM BOARD: Gypsum Wallboard: /STM C JS, in 5/8° thichneou, unless otherwise indicated, with manufacturer's standard edges. Regular Type, and Type X where required for fire-resistance-rated ouoombUaa. Water Resistant Gypsum Wallboard, complying with ASTM O 650/O 630W or Q|oao-Mot, Water-Resistant Backing Board, complying with /STM C 1178/C 1178W to be installed in toilet rooms, and as backer board for ceramic wall tile ap ` ACCESSORIES: Accaueu6ea for Interior |natoUoUoo: Cornerbeod, edge trim, and control joints complying with ASTM C 1047, funned from steel sheet zinc coated by hot-dip process or rolled zinc. FINISHING GYPSUM BOARD ASSEMBLIES: In accordance with {A-214; Level 4 finish, unless otherwise indicated; Level 1 finish for concealed oreoa, unless o higher level of finish is required for fire- reointonce-rated assemblies; and Level 2 finish *hona panels form substrates for 0e' SECTION 09800 - PAINTING: Prov point as scheduled on the finish plan and finish schedule. Refer to finish schedule and master finish legend for product information. All hollow metal frames to be finished */ semi-gloss enamel app by spray method only /no brush strokes Provide 1 coat primer and 2 coats medium grade latex point, satin finish, minimum, unless otherwise noted. Comply with paint manufacturer's wd|±an instructions for surface preparation, environmental and substrate conditions, product mixing, and application. Wet locations: 1 coot 628W200 Pro Mar 280 Latex wall phnner, 1.1 rnUa dry film thickness. 2 coats B62W2 aodeo / 880VZ70 Catalyst tile clad, 4 mils per coat. Non-Wet locations: 1 coot B20N400 Pro Mar 400 Latex wo|| pdmer, 2 mils dry film thickness. 2 coats BQ Hao|{h Spec. Eq She|, 1'5 mils dry film thickness per coot. HM Frames: 1 coat B50Z series Kern Kronnik Universal Metal Primer, 3 mils dry film thickness per coot. 2 coats B10 Health Spec semi-gloss, 1.5 rni|a dry film thickness per coat. Wood Doors: Factory Finished Stained and Sealed Manufacturer Sherwin ' _ Wi lliams � �om� or equal ' �� SECTION 02M - TILE: Prov epoxy floor tile grout. Hydrnrnnnt no. 425 acrylic latex grout or equal at walls. Setting Materials: Hydpoment "Single-Flex 916" latex modified dryaet mortar and waterproof nnonnbrnnn by Bomtik Findley.� Existing floor to be d to insure flush, smooth floor. Float f| Dh consistent slope to floor drains h required. SECTION 07920 - JOINT SEALANTS: Submit Product Data and color Samples. Compatibility: Provide joint sealants, joint fillers, and other related materials that are compatible with one another and with joint substrates under service and application conditions. Latex Sealant: At perimeter of door frames, plumbing fixtures and casework to walls (recess bead so that clear silicone bead con be applied on top). Pecora AC-20 one part acrylic latex caulk or equal. Elastometric Sealant: Comply with ASTM C 920. Acrylic Sealant: One-part, non-sag, solvent-release-curing acrylic terpolymer sealant complying with AAMA 808.3 or FS TT-S-00230, or both, with capability, when tested perASTM C 719, to withstand plus or minus 12.5 percent change in joint width existing at time of application without failing. Acrylic-Emulsion Sealant: One-port, non-sag, mildew-resistant, paintable, acrylic-emulsion sealant complying with ASTM C 834. Silicone-Emulsion Sealant: At cap strip of integral sheet vinyl floor and adjacent surface. Product complying with ASTM C 834 and, except for weight loss measured perASTM C 792, with ASTM C 920, that accommodates joint movement of not more than 25 percent in both extension and compression for a total of 50 percent. Dow Corning 790 Silicone Building Sealant or equal. Acoustical Sealant: Non-sag, pointable, non-staining, latex sealant complying with ASTM C 834. Acoustical Sealant for Concealed Joints: Non-drying, non-hardening, non-skinning, non-staining, gunnoble, synthetic rubber sealant recommended for sealing interior concealed joints to reduce transmission of airborne sound. Exterior provide compressive filler td between new nida*o|kn and existing sidewo|ke, and between new foundation *oU and new/old sidewalks. SECTION 08110 - HQLLOW METAL FRAMES: Submit Product Data and Door Schedule. Interior Door Fnznnea: Prov units with mitered or coped and continuously welded corners formed from 0.0478-inoh thick, cold-rolled steel for openings 48 inches or |eou in width and from 0.0598-;nuh steel for openings more than 48 inches in width. For rated doors and pairs of doors only provide "heavy duty" knock down hollow nneto} frames at all other standard door frames. Provide one floor clip per ]ond,, 4 metal stud anchors per jamb. Prepare doors and frornoo to nuoo|v* mortised and onnomo|od hardware according to SDI 107. Comply with N/AMW'o ° Weto| Finishes Wonuo} for Architecture and Metal Products" for recommendations re|orive to applying finishes. Factory prime all surfaces (oven dry primer e mil minimum). All door frames to be painted. SE�JION 09512 - ACOUSTICAL TILE CEILINGS: Submit Product Data and Material Samples. Aouuotioo| Panel Ceilings: Comply with /VSTlW E 1264 for Class A rnotedo|a, as determined b identical products per ASTW E 84' - Ceiling Suspension Systems: Direct-hung suspension system, with intermediate- duty structural doaoUYcotion according to ASTW C 635. Size attachment devices for 5 t|rney the design load indicated in /XSTM C 635. Table 1, Direct Huno, un|oaa otherwise |ndycoted.ce Zinc-coated carbon-steel wire hangers, bronoo, and ties compl with ASTW A 641 (ASTM A 041Kj), C|oeo 1 zinc coating, soft temper. |nc6oUoGon: C|S{J\e "Ceiling Svotenno Handbook." O|SCA`o "Recommendations for Direct-Hung AcmunGoo| Ti|o and Panel Ceilings. " ASTM C 638, "Standard for Ceiling Suspension System Installations'" 'eot. U.B.C. Standard 47-18, All grid to be Armstrong 15 x| exposed tee system; white. SECTION 10280 - 10ILET ACCESSORIES: Submit: Product data for each toilet accessory Dorn specified, including construction details relative to materials, dimensions, gogeo, profiles, mounting method, specified options, and finishes. Schedule indicating types, quantities, sizes and installation i000Uono /by room) for each toilet accessory item to be provided for Pojert. Mounting height to be verified with Owner prior to }natoUot|on' Amodoon Specialties, Inc. or equal. Owner to approve substitution prior to shop drawing oubmM±o|. Prov oot|n finish. Waste Receptacle: Nn' 0459 Grob Bars: Heavy duty 10 gouge grab bona/ concealed with set screws; Satin Finish straight GA3-TR series 8: L shaped. 1-1/2 inches diameter by 30 inches long behind toilet; 1-1/2 inches diameter by 42 lnohoa long to side of toilet; and provide 18" by 1-1/2" vertical bar per ANSI requirements. ' Soot Cover Dispenser: No. 6477 Toilet Tissue Dispenser: recessed twin hide o roll; Nn.0031. i R 0 AM A W a A & a & Denver 23U1 Blake Street, Suite 100 Vail 0225 Main Street, Unit C10 UEdwanbs,CO81832 970.928.8980 RB STRUCTURAL PJ]. BOX 8OU0 AVON, COLORADO O1620 970.748.0711 F.070.748.0722 C/TDRRUMA& ASSOCIATES, CO. 890 TABOR STREET LAKBWOOD.CO804U1 303.232.6200 F.303,232.3701 TOVCOMMENTG 10SEP10 1 � Project Information Vail Valley Medical Center �m %ME I - Sheet Information Em Sheet Title: MANURNaRoGy TOVCOmMlentS 20AUG2010 Sheet Number: . DPA Project: 10907.00.000 NOT VALID WITHOUT ORIGINAL SIGNATURE AND DATE m 0 i HARDWARE NOTES WOOD DOOR WOOD DOOR HOLLOW METAL DOOR HOLLOW METAL DOOR W/ WINDOW DOOR AND FRAME SCHEDULE W/ WINDOW NON -RATED W/ WINDOW 1. ALL WELDED FRAMES WITHIN THE WORK AREA TO BE PAINTED, BASE RATED CEILING NON -RATED D2 DOOR D4 FRAME D6 CORRIDOR CPT2,CPT3 RB2 PTO PTO PTO SIZE - 001 CORRIDOR VCT1 FIRE HARDWARE PTO PTO PTO M ETA L TO INSTITUTE) 002 MOTIONS LAB SRF, VCT2 PT1 PT1 PT1 PT1 ACT1 003 WAITING REQUI , I CL U DNG 91 AND 1 - OPENING PT1 ROOM TYPE WD HGT1 THK 004 TYPE RATING RB1 S ET NO NOTES PT1 PT1 000 CORRIDOR MACHINE SHOP D4 (2)3' -0" 7' -0" 11 3/4" F2 90 MIN ACT2 A 006 PAIR; PASSAGE LOCKSET; MAG. HOLDS 3. INTERIOR WOOD DOORS TO BE 5 -PLY MARSHFIELD DOORS TO MATCH 002 PT1 MOTIONS LAB D2 (2)3' -0" 7' -0" 1 3/4" STORAGE F1 -- PT1 B PAIR; KEYPAD LOCK PT1 EXISTING. DOORS TO BE FLUSH DESIGN, 1 -3/4" THICK, SEAMLESS FACE AND 003 008 WAITING CPT1 D2 3' -0" 7' -0" 1 3/4" PT1 F1 -- C CONFERENCE OFFICE LOCKSET RBI EDGE CONSTRUCTION. PT1 004 PT6 FELLOWS ACT1 D2 3' -0 ° ' 7' -0" 1 3/4" CB1 F1 -- C PT1 OFFICE LOCKSET SEMI - GLOSS; BM1, BM2 4. DOOR ASSEMBLIES IN INTERIOR PARTITIONS ARE 6" FROM FINISHED FADE OF 005 SV1 MACHINE SHOP D2 3' -0" 7' -0" 1 3/4" ACT2 F2 45 MIN BID. TESTING L SV1 OFFICE LOCKSET PT7 ADJACENT PARTITION TO THE EDGE OF THE DOOR LEAF UNLESS NOTED PT1 PT1 ACT2 EPDXY 013 IN VITRO SV1 SV1 PT1 PT1 PT1 PT1 ACT2 EPDXY 014 007 SV1 STORAGE PT1 D1 3' -0" 7' -0" 1 3/4" ACT2 F1 -- HALL J RB2 STORAGE LOCKSET PTO OTHERWISE. PTO 008 OFFICE 016 D2 3' -0" 7' -O" 1 3/4" - F1 -- G OFFICE LOCKSET TOILET 5. HINGES TO BE HEAVY DUTY. LOW USE DOORS CAN BE MEDIUM DUTY. "x4 ", 009A PTO CONFERENCE (SPRI) D2 3' -O" 7' -0" 1 3/4" SEMI- GLOSS;BM1 BORDER F1 -- CPT2 C PTO OFFICE LOCKSET; KEY TO SPRI PROVIDE BALL BEARING TYPE, 4- 1/2 -1/2 3 PER LEAF FOR DOORS 7' -0" PTO 019 WOMENS CFT1 CBT1 PTO PTO PTO PTO PTO SEMI- GLOSS;BM1 BORDER Q2O MENS 0098 CONFERENCE CORRIDOR () D2 3 -0 7 -0 " 4 1 3 / " I PTO I F1 -- H KEYPAD LOCKSET; KEY TO CORRIDOR HIGH AND LESS, 4 PER LEAF FOR DOORS OVER 8' -0" HIGH. HINGES TO BE 010 TOILET REMARKS D1 3' -0" 7' -0" 1 3/4" F1 -- - D PRIVACY LOCKSET BRUSHED CHROME, WITH FLAT BUTTON TIPS AND NON - REMOVABLE PINS AT EXTERIOR DOORS. 011 CHANGE D1 3' -0" 7' -0" 1 3/4" ACOUSTICAL TILE F3 -- E POCKET DOOR WITH LOCK ACOUSTICAL TILE 6. ALL HARDWARE TO BE LEVER TYPE; ADA COMPLIANT. 012 BIO. TESTING D1 3' -0" 7' -0" 1 3/4" F1 -- PL1 C WILSONART OFFICE LOCKSET 7924 -07 BILTMORE CHERRY 013A PL2 IN VITRO (BIO TESTING) D6 (2)3' -0" 7' -0" 1 3/4" PL3 F1 -- F D331 -60 SAND PAIR; OFFICE LOCKSET; KEY TO BIO TESTING 7,ALL HARDWARE TO HAVE US 32D, 26D, 626 OR 689 FINISH. 013B IN VITRO (BIOSKILLS) D6 (2)3' -0" 7' -0" 1 3/4" F1 _- F PAINT PAIR; OFFICE LOCKSET KEY TO BIOSKILLS 0 13C 8356N MACKAY CEDAR IN VITRO (CORRIDOR) D5 ( -O" 7' -0" 1 3/4" OAKBUFF 7752 F1 -- PAINT G PAIR; KEYPAD L COFFEE N CREAM 7764M LEGEND 014A PAINT BIOSKILLS (CORRIDOR) D5 3' -O ° ' 7' -0" 1 3/4" PAINT F1 -- H KEYPAD LOCKSET PAINT KWAL HOWELL AL - ALUMINUM IV - IVES 0148 HIGHLAND BUFF 7763M BIOSKILLS (CLOSET) D5 (2)3' -0" 7' -O" 1 3/4" AYERS ROCK 7826A F1 -- PAINT I PAIR; STORAGE LOCKSET NALLABOR SAND 7784 014C BIOSKILLS (CLOSET) D5 (2)3' -0" 7' -0" 1 3/4" R131 F1 -- 4" HIGH I #188 BRICK PAIR; STORAGE LOCKSET RB2 GL - GLASS LC - LCN HM - HOLLOW METAL MC - MC KINNEY 014D BIOSKILLS (CLOSET) D5 (2)3' -0" 7' -0" 1 3/4" F1 -- SRF I JOHNSONITE REPLAY FUSION PAIR; STORAGE LOCKSET PT - PMINT INU TE RO - EM KWOOD 014E SRF -PATH BIOSKILLS (CLOSET) D5 (2)3' -0" 7' -0" 1 3/4" VCT1 F1 -- 12 "X12" I IMPERIAL TEXTURE SANDRIFT WHITE 51858 PAIR; STORAGE LOCKSET VCT2 015 ARMSTRONG CONFERENCE D3 3' -0" 7' -0" 11 3/4" CARPET F2 90 MIN K PASSAGE LOCKSET CARPET STL - STEEL RX - RIXSON T - TEMPERED SC - SCHLAGE 017 FLAMESTITCH 11 T/ WORKPLACE COLLECTION TOILET CPT3 EXISTING LEES CARPET BROADLOOM WAYFINDER II MD 384 WILLOW GROUT D MODIFY AS REQUIRED 61 PARCHMENT BM1 HARDWARE GROUPS 3 "X12" LEGACY GLASS WHEAT FIELD BLEND LG47 DIVIDE INTO 3 ROWS BM2 MOSAIC BORDER AMERICAN OLEAN Group. 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U... .iF TOP 4 : ,7 � 3 U ,.... 3 S DOOR _T_L3�a��CER SF,6 �' .� V= v 3 i S � T? . \ �.�:��,: =::f1�;CF.T�: S x�R 6 IV G r oup }; �' <> Do ci r Qty. I Door # ' 's • Group � K Door Qty. .--_ w Door : 1 ... LEI G3 H 10 -, TRACK 9 6 50 1 7 .... HA f: .�'�,; -NG E?sS 5Y.+aB ,,�Y /''t X `2 5 .... PARTS 13AG 9 6 3 3 HA _a LOCKSET ? fir. BOTTOM DOOR GUI 9 11 ¢ C LO SE R 40S R ,= G A A1, 11C ;� . Z ^tS^ As.1. ''F .` .•m ... a.. i1 ,.. j cl T `.L .3. �e H ..� 3 C OO V 2 6 HA w i. 'f'�, A� T ✓5 T AT i__< }'yf { � r 4 00 10 .... 0 " X 3 4" r S � �.Tr..:.J to t .....< • WALL ��U�_� �� S4O7V`CV US32D IV _ 1J .�L..V L.t>. -t 4 F Door Lr J` r -L Door Door a�.0 x +� y t� } �Et � 't E�A� >c%r 3.i�;�3 � C`1 :Jv� �".... ? 3.' ? 6 :Yi�`�°�,s,�` � ;�`�? 4 �.} �1_ X 4 .�./�.' 6-�2 ._ i� ..'ial'S.f. Ka_a } >? a.'J,i.E.z 3, > K._"f �:.. 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DOOR HEAD AT RATED WALL 3" = 1' -0" WOOD DOOR WOOD DOOR WOOD DOOR HOLLOW METAL DOOR HOLLOW METAL DOOR W/ WINDOW RATED W/ WINDOW NON -RATED W/ WINDOW NON -RATED BASE RATED CEILING NON -RATED D2 D3 D4 D5 D6 i :• i :• 1 i ! i •• M i 3" = 1' -0" C 3" = 1' -0" :i••1 111' AT RATED OPENING: -DOOR AND FRAME PER AO.2 SCHEDULE -WALL ASSEMBLY PER A1.0 WALL TYPES -CAULK FRAME TO WALL ' ••• i knomrs •••i MU-112 i Ci STUDS BACK TO BACK fLOSURE TRACK 1 i i 1# ' i i :••'1 i4i• AT RATED OPENING: -DOOR AND FRAME PER AO.2 SCHEDULE -WALL ASSEMBLY PER A1.0 WALL TYPES -CAULK FRAME TO WALL METAL JAMB 1' -0" i i • • : u C = V -0" 3" = V -0" `PE 'X' GYP. BD. JOUS DOUBLE JRAL STEEL STUDS i JAMB, SILL AND VELD TOGETHER AND TO STRUCTURE tiULK; TYPICAL i! Denver 2301 Blake Street, Suite 100 IDenver, CO 80205 303.861.8555 Vail 0225 Main Street, Unit 0101 Edwards, CO 81632 970.926.8960 Consultant CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET LAKEWOOD, CO 80401 303.232.6200 F.303.232.3701 NOT VALID WITHOUT ORIGINAL SIGNATURE AND DATE Issue /Revisions tDate No. Project Information r a 'i ! i , ! Sheet Information r I Ilk A I Sheet Number: A0 DPA Project: 10907.00.000 COPYF2IGHT 2tli 0 - DAMS PPR'MERSHIP, P.O. VERIFY EXIST, PARTITION NEW PARTITIONS COLOD. WITH PARTITION SCHEDULE PAINTED PAINTED PAINTED POCKET DOOR HOLLOW METAL FRAME HOLLOW METAL FRAME HOLLOW METAL FRAME NON -RATED RATED NON -RATED F1 F2 F3 VERIFY EXIST. PARTITION NEW PARTITIONS COLRD. WITH PARTITION SCHEDULE VERIFY EXIST. PARTITION NEW PARTITIONS COLRD. WITH PARTITION SCHEDULE STRIKE JAMB RECEIVING JAMB END CHANNEL INTERIOR FINISHES GENERAL NOTES 1. 2. 3• 4. 5. 6 • 7. 8. 9. 10. 11. 12. ALL FINISH SAMPLES TO BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO ORDERING. CONTRACTOR TO VERIFY AVAILABILITY AND STOCK OF MATERIALS AND ALLOW ENOUGH TIME TO RECEIVED GOODS FOR INSTALLATION TO OCCUR AT REQUIRED TIMES. CONTRACTOR SHALL PATCH AND REPAIR EXISITNG WALLS, FLOORS AND CEILINGS AS REQUIRED FOLLOWING DEMOLITION OF EXISTING PARTITIONS AND EXISTING FINISHES. PATCHED AREAS SHALL BE INVISIBLE. WHERE NEW PARTITIONS ADJOIN EXISTING BUILDING PARTITIONS, THE NEW PARTITION FINISH SHALL ALIGN WITH EXISTING FINISH. FINISHED SURFACES OF NEW WORK MEETING EXISTING CONSTRUCTION OF SIMILAR MATERIALS IN THE SAME PLANE SHALL BE FLUSH WITH NO VISIBLE JOINT SHOWING. WHENEVER EXISTING FINISH MATERIAL AND/ OR SURFACES MUST BE CUT OR OPENED: REPAIR AND RESTORE SO THAT THE FINISHED PATCH IS INVISIBLE AND MATCHES ADJOINING ORIGINAL WORK IN EVERY WAY. WHERE CONSTRUCTION HAS DISRUPTED THE EXISTING WALLS, FLOORS, CEILINGS, ETC. THE FOLLOWING SHALL OCCUR: A. WHERE WALLS HAVE BEEN REPAIRED AND PATCHED, THE ENTIRE WALL IS TO BE REPAINTED, SO THAT THE PATCH IS INVISIBLE ACROSS THE ENTIRE WALL SURFACE. B. WHERE WALL BASE HAS BEEN REPAIRED AND PATCHED, NEW BASE TO MATCH EXISTING SHALL INFILL 2' -6" IN EITHER DIRECTION OF THE PATCH AND REPAIR (5' -0" LINEAR FEET TOTAL) TO MAKE THE PATCH INVISIBLE. C. WHERE FLOOR HAS BEEN REPAIRED AND PATCHED, NEW CARPET, VCT, VINYL SEAMLESS FLOORING AND /OR TILE TO MATCH EXISTING SHALL INFILL 3' -0" IN ANY DIRECTION OF THE PATCH AND REPAIR (9' -0" SQUARE FEET TOTAL) TO MAKE THE PATCH INVISIBLE. D. WHERE CEILING HAS BEEN REPAIRED AND PATCHED, NEW CEILING GRID, ACOUSTICAL CEILING TILE, AND /OR GYPSUM BOARD TO MATCH EXISTING SHALL INFILL 2' -0" IN ANY DIRECTION OF THE PATCH AND REPAIR (4' -0" SQUARE FEET TOTAL) T4 MAKE THE PATCH INVISIBLE. IF CEILING GRID AND/ OR TILES ARE TO BE REPLACED, THEY SHALL BE REPLACED IN WHOLE INCREMENTS, SO AS TO MAKE THE PATCH INVISIBLE. WHERE GYPSUM BOARD CEILINGS ARE PATCHED AND REPAIRED, THE ENTIRE CEILING IS TO BE REPAINTED, SO THAT THE PATCH IS INVISIBLE ACROSS THE ENTIRE CEILING PLANE. ALL VERTICAL DIMENSIONS SHOWN TO FLOOR ARE TO BE FINISHED FLOOR, UNLESS NOTED OTHERWISE. WHERE FINISH IS TO BE CARPET, VERTICAL DIMENSION IS TO SLAB. WHERE EXISTING WORK IS TO REMAIN AND BE REPAINTED, PATCH AND REPAIR AS REQUIRED SO THAT ALL PATCHED AREAS ARE INVISIBLE. NEW WORK THAT ADJOINS EXISTING SURFACES SHALL BE FLUSH, TRUE, PLUMB AND /OR IN SAME PLANE AS THE EXISTING WORK AND FINISHED TO BLEND AND MATCH IN TEXTURE AND FINISH WITH ADJACENT SURFACES. FLOAT PATCHES AND JOINTS A MINIMUM OF 24" WIDE TO BLEND AND FINISH INVISIBLY. CONTRACTOR SHALL TAKE CARE TO PROTECT ALL NEWLY INSTALLED MATERIALS AND FINISHES UNTIL WORK IS FORMALLY ACCEPTED BY THE ARCHITECT AND OWNER. DAMAGED ITEMS OR FINISHES ARE TO BE REPAIRED OR REPLACED, AS REQUIRED BY THE ARCHITECT. ALL FLOOR TRANSITIONS TO OCCUR AT THE CENTERLINE OF THE DOOR UNLESS OTHERWISE NOTED. FLOOR TRANSITION STRIPS SHALL BE SUBMITTED TO ARCHITECT FOR COLOR SELECTION. FLOOR TRANSITIONS REQUIRED AT ALL CHANGES IN FLOOR MATERIALS. ALL WOOD DOORS AND WOOD TRIM TO BE PLAIN SLICED CINNAMON STAINED RED OAK. COLOR TO MATCH MARSHFIELD DOORS. REFER TO A9.0 FOR ALTERNATE SPECIFICATIONS FOR ALTERNATES. PROVIDE EG -SHELL FINISH UNLESS NOTED OTHERWISE. REFER TO INTERIOR ELEVATIONS FOR LOCATION OF WALL TILE IN TOILET ROOMS. ROOM FINISH SCHEDULE NO. NAME FLOOR BASE WALL CEILING REMARKS NORTH EAST SOUTH WEST 000 CORRIDOR CPT2,CPT3 RB2 PTO PTO PTO PTO - 001 CORRIDOR VCT1 R62 PTO PTO PTO PTO - 002 MOTIONS LAB SRF, VCT2 PT1 PT1 PT1 PT1 ACT1 003 WAITING CPT1 RB1 PT1 PT2 PT1 PT1 ACT1 004 FELLOWS CPT1 RB1 PT3 PT1 PT1 PT1 ACT1 005 MACHINE SHOP EPDXY RB1 PT1 PT4 PT1 PT1 ACT2 EPDXY 006 HALL CPT1 RB1 PT1 PT1 PT1 PT1 ACT1 007 STORAGE CPT1 RB1 PT1 PT1 PT1 PT1 ACT1 008 OFFICE CPT1 RB1 PT1 PT1 PT1 PT5 ACT1 009 CONFERENCE CPT1 RBI PT1 PT1 PT6 PT1 ACT1 010 TOILET CT1 CB1 PT1 PT1 PT1 PT1 PT1 SEMI - GLOSS; BM1, BM2 011 CHANGE SV1 SV1 PT1 PT1 PT1 PT1 ACT2 EPDXY 012 BID. TESTING SV1 SV1 PT1 PT7 PT1 PT1 ACT2 EPDXY 013 IN VITRO SV1 SV1 PT1 PT1 PT1 PT1 ACT2 EPDXY 014 BIOSKILLS SV1 SV1 PT1 PT1 PT1 PT1 ACT2 EPDXY 015 HALL CPT2 RB2 PTO PTO PTO PTO 016 STORAGE RB2 PTO - 017 TOILET CFT1 CBT1 PTO PTO PTO PTO PTO SEMI- GLOSS;BM1 BORDER 018 LOBBY CPT2 RB2 PTO PTO PTO PTO 019 WOMENS CFT1 CBT1 PTO PTO PTO PTO PTO SEMI- GLOSS;BM1 BORDER Q2O MENS I CFTI ICBT1 PTO I PTO IPTO I PTO I PTO I SEMI- GLQSS;BM1 BORDER FINISH KEY ABBREV. TYPE RECOMMENDED MANUFACTURER SIZE PRODUCT ID & COLOR REMARKS - NO NEW FINISH ACT1 ACOUSTICAL TILE ARMSTRONG 24"X24" FINE - FISSURED SQUARE LAY -IN #1810 ACT2 ACOUSTICAL TILE ARMSTRONG 24"X24" CLEAN ROOM VL (NONPERFORATED) #870 PL1 PLASTIC LAMINATE WILSONART 7924 -07 BILTMORE CHERRY PL2 PLASTIC LAMINATE WILSONART 1787 -60 OXIDE ALL COUNTERTOPS & BACKSPLASHES PL3 PLASTIC LAMINATE WILSONART D331 -60 SAND PTO PAINT SHERWIN WILLIAMS VELLUM SW1116 PT PAINT KWAL HOWELL 8356N MACKAY CEDAR DOOR FRAM PT1 PAINT KWAL HOWELL OAKBUFF 7752 PT2 PAINT KWAL HOWELL COFFEE N CREAM 7764M PT3 PAINT KWAL HOWELL PLUMBERRY AC137N PT4 PAINT KWAL HOWELL COPPER SPRINGS 8244D PT5 PAINT KWAL HOWELL HIGHLAND BUFF 7763M PT6 PAINT KWAL HOWELL AYERS ROCK 7826A PT7 PAINT KWAL HOWELL NALLABOR SAND 7784 R131 RUBBER BASE ROPPE 4" HIGH #188 BRICK RB2 RUBBER BASE ROPPE 4" HIGH 1172 CHAMPAGNE /MATCH EXISTING EPDXY EPDXY FLOOR COATING DUR -A -FLEX DUR -A- QUARTZ 028 -35 SRF SPORTS RUBBER FLOORING JOHNSONITE REPLAY FUSION 734 TANGLEWOOD SRF -PATH SPORTS RUBBER FLOORING JOHNSONITE REPLAY FUSION 507 NIGHT COORDINATE PATH WITH OWNER VCT1 VINYL COMPOSITION TILE ARMSTRONG 12 "X12" IMPERIAL TEXTURE SANDRIFT WHITE 51858 MATCH EXISTING VCT2 VINYL COMPOSITION TILE ARMSTRONG 12 "X12" IMPERIAL TEXTURE CURRIED CARAMEL 51942 CPT1 CARPET PATCHCRAFT BROADLOOM RADICAL 10015 MIND ERASER 15308 CPT2 CARPET LEES CARPET BROADLOOM FLAMESTITCH 11 T/ WORKPLACE COLLECTION DH336f 444 BROWN TONES CPT3 CARPET LEES CARPET BROADLOOM WAYFINDER II MD 384 WILLOW GROUT LATICRETE 61 PARCHMENT BM1 MOSAIC BORDER AMERICAN OLEAN 3 "X12" LEGACY GLASS WHEAT FIELD BLEND LG47 DIVIDE INTO 3 ROWS BM2 MOSAIC BORDER AMERICAN OLEAN 2 "X2" SANDY RIDGE SY07 GINGER BM3 MOSAIC BORDER AMERICAN OLEAN 2 "X2" SANDY RIDGE SY06 WHEAT CBT1 CERAMIC BASE TILE AMERICAN OLEAN 6" x 12" COSTA REI CR83 ORO MIELE CWT1 CERAMIC WALL TILE AMERICAN OLEAN 6" x 6" COSTA REI CR83 ORO MIELE CBT1 CERAMIC BULLNOSE TILE AMERICAN OLEAN 3 " x 12" COSTA REI CR83 ORO MIELE CFf1 CERAMIC FLOOR TILE JAMERICAN OLEAN 12" x 12" VALLANO CARAMEL VL02 i i • • : u C = V -0" 3" = V -0" `PE 'X' GYP. BD. JOUS DOUBLE JRAL STEEL STUDS i JAMB, SILL AND VELD TOGETHER AND TO STRUCTURE tiULK; TYPICAL i! Denver 2301 Blake Street, Suite 100 IDenver, CO 80205 303.861.8555 Vail 0225 Main Street, Unit 0101 Edwards, CO 81632 970.926.8960 Consultant CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET LAKEWOOD, CO 80401 303.232.6200 F.303.232.3701 NOT VALID WITHOUT ORIGINAL SIGNATURE AND DATE Issue /Revisions tDate No. Project Information r a 'i ! i , ! Sheet Information r I Ilk A I Sheet Number: A0 DPA Project: 10907.00.000 COPYF2IGHT 2tli 0 - DAMS PPR'MERSHIP, P.O. VERIFY EXIST, PARTITION NEW PARTITIONS COLOD. WITH PARTITION SCHEDULE PAINTED PAINTED PAINTED POCKET DOOR HOLLOW METAL FRAME HOLLOW METAL FRAME HOLLOW METAL FRAME NON -RATED RATED NON -RATED F1 F2 F3 VERIFY EXIST. PARTITION NEW PARTITIONS COLRD. WITH PARTITION SCHEDULE VERIFY EXIST. PARTITION NEW PARTITIONS COLRD. WITH PARTITION SCHEDULE STRIKE JAMB RECEIVING JAMB END CHANNEL DAVIS s AR >i s ARCH ITECTS Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 0225 Main Street, Unit C101 Edwards, CO 81632 070.926.896( Consultant I al Valley Medl r'l k_....enter PARTITI ON LE GE N r _4;1tJd1ZJQ -, T A Jt ��'M�� r r • j r r r • Ik fag A $ 1 il 1 -2 OCCUPANCY S -2 OCCUPANCY MECHANICAL /ACCESSORY USE (300 /SF) MERCANTILE ASSEMBLY (15 /SF) KITCHEN- COMMERCIAL (200 /SF) 0 EXIT DISCHARGE DOOR REQUIRED EGRESS WIDTH 10x.2 =2" PROVIDED WIDTH=32" STAIR REQUIRED EGRESS WIDTH 10x.15 =1.6" PROVIDED WIDTH =40" '1 r r r r r w r r r r r w r r - r r r - r r r r r r r r r SCOPE OF WORK 8111111111 C • w r r r A 2 : A r r 1 PROTECT ELEVATOR FROM DUST DUE TO POTENTIAL FALSE ALARM E s MECHANICAL 1255 SF /300= 5 OCCUPANTS WE o w l DOOR REQUIRED EGRESS WIDTH 104x.2 =20.4" PROVIDED WIDTH =32" STAIR REQUIRED EGRESS WIDTH 104x.16 =16.3" PROVIDED WIDTH =40" OFFICE SUITE ❑ 331 SF /100= 4 OCCUPANTS �t 1 81 W Meado C olorado LIFE SAFETY PLAN C C9 0 r • r r !! • • 10601M IT 4 !! •. EXI DOOR 66x.2 STAIR 66x.16= 1116" = 1' -0 D ECEovE JAN 0 4 2011 r/� 0 8' 16' REI STRUCTURAL P BO AVON COL ORADO CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET LAKEWOOD, CO 80401 303.232.6200 F.303.232.3701 4 2p • ��' NOT VALID WITHOUT ORIGINAL SIGNATURE AND DATE •- e i • TOV COMMENTS 10SEP10 1 CCD 001 01NOV10 2 TOV REVISION 04JAN11 3 Project Information Sheet Information EMEq Sheet Title: Sheet Number: AR1 111110MI DPA Project. 10907.00.000 COPYRIGHT 2010- DAMS PARTNERSHIP, P.C. 46 OCCUPANTS REQUIRED EGRESS WIDTH= 46X.2 =9.2` PROVIDED WIDTH =32" b � 10 r Denver �2301 Slake Street, Suite 100 Denver, CO 80205 303.861.8555 F'j t • _AW r 1 r r on FT-'=EZJ:JgJ1-kJQ8.1 Al- 1 -2 OCCUPANCY S -2 OCCUPANCY MECHANICAL / INCIDENTAL USE r THIRD =2'I SECOND =43 EXIT DISCHARGE 138 REQUIRED OCC EGRESS WIDTH- 138x.2 -27.6" PROVIDED WIDTH =32" NOT VALID WITHOUT ORIGINAL SIGNATURE AND DATE Issue /Revisions I Date No. r 1 r M � TOV COMMENTS 10SEP10 1 135 CONVERGE EXIT DISCHARGE 80 OCCUPANTS REQUIRED EGRESS WIDTH =14.6" , PROVIDED WIDT11-71" • . t • T"DISCHARGE 65 OCCUPANTS REQUIRED EGRESS WIDTH -13" PROVIDED WIDTH =42 \~ RFC'FPTit11�1 64 OCCUPANTS REQUIRED EGRESS WIDTH -12.8" PROVIDED WIDTH =41" EXIT DISCHARGE 95 OCCUPANTS SMOKE COMPARTMENT- CENTRAL REQUIRED EGRESS WIDTH =19" PROVIDED WIDTH =70" 21,375 SC EXIT DISCHARGE EXIT DISCHAR+ 145 OCCUPANTS REQUIRED EGRESS WIDTH =145x.2 =29" PROVIDED WIDTH =32" vaill 0225 Main Street, Unit C101 Edwards, CO 81532 970.926.8960 Consultant CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET LAKEWOOD, CO 80401 303.232.6200 F.303.232,3701 r •ire � • i '" i i .I. i ! .fi •�I Il i t Project Information a i 77 OCCUPANTS REQUIRED EGRESS WIDTH -15.4" PROVIDED WIDTH =45" r l r 1 EXIT DISCHARGE 57 OCCUPANTS REQUIRED EGRESS WIDTH =11.4" PROVIDED WIDTH =41" r 4 Sheet Information r iir 1 � 1 • • 1 i 1 N ca C O 1 � AM 1/16" = 1 -0" 0 8 16' DPA PrO�ect. 10907.40.000 COPYRIGHT 2610 —OAVIS PARTNERSHIP, P.C. �. ro 0 :•)filftl: )!fl l'lft•l�lr\!fl la \ff fl \ +1 J�'1 -I U 7 II II II OFFICE I I I I I II HUMAN PERF. LAB -- ---- _ —__II I q �\ I — v — --_-= -- �\ l/ I( t TOILET f �� j l,� I► 1( SHOWER OFFICE I I. L_ I E I I € � 2 I I I �.4 I ,- I _ ___rl "11 - - -_ =� II I PANTRY 6 L = =4 <�> TOILET SHOWER L`'�I ( I - — -- ----------- - - - - -- _ <3> OFFICE I L== (I II _ I OFFI CE > <�> I I I (� (I II I ((I 111 II � L � - = - - -- J� �' 1 _ = �- =-------- - - -- -- _ _ � — ( Lam -, n� II I I OFFICE I( (Il STORAGE <�> I I I `• J I ( ( II rr _r_ = � I II! I I! NLl-= x (I PANTRY I I Z � t S —H SPORTS I II II STORAGE I( (( I I( II - — ---- ----- _- - - - --_ II ----------- - - - --* I is LL _` STORAGE RECEPTION OFFICE —` HALL .- —� H L 2 _. _.._ _ ._ ..._. �,.. ��...,....... x., m... ....w ........................'o o - ESL ._,...._ ,r- J L= _ _ _ ,_ _ _ _ _ _ _ � ®� .�..�,...w,,.�,,,...,�, �.... rn ..,_..._....... ....,........,.........�...:.�` I ( I L ps a im WOM E ' 4 „ OM MEN'S U C INDICATES EXISTING DOORS TO REMAIN INDICATES EXISTING DOORS TO BE REMOVED BIT, 17 mlkwik Lei NO WORK IN THIS AREA FLOORING, BASE, AND CEILING FINISH TO BE REMOVED EXISTING SHOWER TO BE REMOVED. SINK AND CABINET, TOILET AND ALL ACCESSORIES TO BE REMOVED. PREP FLOOR FOR NEW FINISH. Q MOVE EXISTING BUILT -UP FLOORING; THIS ROOM ONLY. PREP FOR CONCRETE INFILL, EXISTING WINDOW TO BE REMOVED. EXISTING CARPET AND BASE TO BE REMOVED; COORDINATE WITH NEW DOORS IF ALTERNATE 1 ACCEPTED. COORDINATE DEMOLITION WITH ADDED WINDOWS. REMOVE DRYWALL ABOVE WIRE TRAY TO NEW FINISHED CEILING; PERIMETER OF ROOM. DRYWALL TO BE REMOVED ON SOUTH WALL FROM FLOOR TO WIRE TRAY. REMOVE EXISTING WALL AND FLOOR FINISHES. VANITIES TO BE MODIFIED OR PROVIDED NEW TO MATCH 4,5/A9.0. <@> CARPET AND BASE TO BE REMOVED. NOTE CONTRACTOR TO COORDINATE STAGING, STORAGE, PARKING, CONSTRUCTION ACCESS AND RELATED ISSUES WITH THE OWNER PRIOR TO COMMENCING WORK. 1. NOTIFY ARCHITECT OF ANY DISCREPANCIES UNCOVERED BY DEMOLITION; OR IF EXISTING CONDITIONS PREVENT LAYOUT FROM PROVIDING PROPER CLEARANCES. 2. CONTRACTOR TO REPAIR ANY DAMAGE FROM REMOVING EXISTING FINISHES OR WALLS TO INSURE THAT SURFACE IS SMOOTH AND PREPPED FOR PAINTING AND WALL COVERING. PROVIDE THE MINIMAL FURRING POSSIBLE IF EXISTING WALLS OR DAMAGED WALLS CANNOT BE PROPERLY PREPARED TO RECEIVE NEW FINISH. 3. REVIEW DEMOLITION OF AND PENETRATIONS THROUGH EXISTING STRUCTURE WITH STRUCTURAL ENGINEER WHERE POTENTIAL OF ENCOUNTERING BEARING MEMBERS OR REINFORCEMENT EXISTS, NOTIFY ARCHITECT IF EXISTING ASSEMBLIES DESIGNATED AS RATED REQUIRE MODIFICATION. 4. GENERAL CONTRACTOR SHALL CAREFULLY REMOVE AND INVENTORY ALL ITEMS OF SALVAGEABLE VALUE PRIOR TO BEGINNING CONTRUCTION, ANY ITEM BEING RE -USED IN NEW CONSTRUCTION SHALL BE CLEANED AND TESTED (WHEN APPLICABLE) PRIOR TO REINSTALLATION. THESE ITEMS INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO: - LIGHT FIXTURES - LIGHT SWITCHES - THERMOSTATS -DOORS - DOOR HARDWARE - FIRE EXTINGUISHERS (INCLUSIVE OF CABINET) - CASEWORK 5. CONTRACTOR TO CAREFULLY REVIEW AND ASSESS THE VARIOUS SLAB CONDITIONS AND COORDINATE FLOOR PATCHING AND ADDITIONAL PREPARATION WITH FINISH TO BE INSTALLED; REFER TO A0.1 FOR SPECIFICATION GUIDELINES. iT • •• • •i•r r i • • 11 i l e 6= wggg 11 memViss i i •: MECHANICAL CONTRACTOR TO COORDINATE DEMOLITION OF I I EAST WALL TO PROVIDE ACCESS TO REPLACE MECHANICAL EQUIPMENT (10" WIDE). ONCE I INSTALLATION IS COMPLETE, TWO HOUR WALL PER UL RATED PARTITION TYPE 3 TO BE CONSTRUCTED EXIT TO CORRIDOR 001 1 ♦ � . i INDICATES EXISTING DOOR TO REMAIN INDICATES NEW DOOR TO BE ADDED :� ��T► Eel I . NO WORK IN THIS AREA 2, INFILL WALL FLUSH WITH EXISTING WALL; PREP FOR PAINT. USE 6" STUD. < 4 > EXTEND TYPICAL WALL FUR OUT TO ALIGN WITH OPPOSITE COLUMN. INSTALL 20 GAUGE SHEET METAL WHERE DRYWALL REMOVED ABOVE WIRE TRAY, NEW DRYWALL TO BE PLACED OVER SHEET METAL. FINISHED FACE TO BE SET FLUSH WITH EXISTING BELOW. DRYWALL TO EXTEND 6" ABOVE FINISHED CEILING; INFILL AS REQUIRED FOR NEW WALL CONFIGURATION. 6 OWNER TO PROVIDE PHYSICIST'S REPORT FOR OWNER PROVIDED PHOTOGRAPHY EQUIPMENT, PROVIDE 1116" LEAD LINED DRYWALL FROM CONCRETE FLOOR TO BOTTOM OF WIRE TRAY ON SOUTH WALL ONLY. WIREWAYS AND OUTLETS TO BE WRAPPED WITH 1/16" LEAD SHEETS. JOINTS TO BE TAPED. DRYWALL AT MACHINE SHOP TO BE TYPE X. FIXTURES TO REMAIN. PROVIDE NEW CORIAN "FAWN" TOILET PARTITIONS BY BY BOBRICK. CONFIGURATION TO REMAIN SAME. NEW COUNTERTOPS TO BE CORIAN: CANYON. CASEWORK PER 4,5/A9.0. PROVIDE TILE ON ALL WALLS; RE: 171A7.0 PATTERN AND A0.2 FOR MATERIALS. 1. ERECT AND MAINTAIN DUST -PROOF PARTITIONS AND CLOSURES AS REQUIRED AND OUTLINED BY THE HOSPITAL TO PREVENT SPREAD OF DUST, NOISE AND FUMES TO OCCUPIED PORTIONS OF THE BUILDING AND TO PROVIDE FREE AND SAFE PASSAGE OF PERSONNEL AND GENERAL PUBLIC TO AND FROM OCCUPIED PORTIONS OF THE BUILDING. 2. GENERAL CONTRACTOR TO PROVIDE PROTECTION FROM DAMAGE DURING DEMOLITION AND CONSTRUCTION WORK TO FLOOR AND FINISHED SURFACES TO REMAIN. CONTRACTOR SHALL MINIMIZE INTERFERENCE OF CONSTRUCTION WITH ONGOING BUSINESS, CONTRACTOR TO CONTACT OWNER A MINIMUM OF SEVEN DAYS PRIOR TO COMMENCING DEMOLITION TO SCHEDULE WORK. 3. CONTRACTOR SHALL KEEP PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS AND DEBRIS. REMOVE PROTECTIONS AT COMPLETION OF WORK, PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES BY DEMOLITION AND /OR CONSTRUCTION WORK AT NO COST TO THE HOSPITAL. 4. DO NOT SCALE DRAWINGS. "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS THE SAME OR REPRESENTATIVE FOR ALL SIMILAR CONDITIONS, UNLESS OTHERWISE NOTED. DETAILS ARE USUALLY KEYED AND NOT "TYPICAL" ONLY ONCE WHEN THEY FIRST OCCUR AND ARE REPRESENTATIVE OF ALL SIMILAR CONDITIONS THROUGHOUT, UNLESS OTHERWISE NOTED. 5. THE CONTRACTOR SHALL MAINTAIN THE EXISTING STRUCTURAL AND FIREPROOFING INTEGRITY THROUGHOUT THE ENTIRE PROJECT AREA. PROVIDE ELECTROLYSIS PROTECTION BETWEEN ALL DISSIMILAR METALS, WHERE THEY OCCUR, ALL EXISTING STRUCTURE TO REMAIN. 6. THE OWNER SHALL BE CONTACTED IN REGARDS TO ANY SALVAGEABLE MATERIAL OR EQUIPMENT. ANY SALVAGEABLE ITEMS NOT TO BE REUSED OR WANTED BY OWNER SHALL BECOME PROPERTY OF THE CONTRACTOR. 7. CONTRACTOR SHALL PROVIDE ADEQUATE BLOCKING IN WALLS TO RECEIVE ALL ATTACHED EQUIPMENT, PLUMBING FIXTURES, MILLWORK, CASEWORK, ETC. NOTE: ALL FRAMING OR CONCEALED BLOCKING SHALL BE 20 GAUGE SHEET METAL. 8. PROVIDE SEALANT AROUND ALL PLUMBING FIXTURES WHERE THEY ABUT ADJACENT SURFACE. 9. CONTRACTOR SHALL PATCH, REPAIR AND PAINT WALLS, FLOOR AND CEILING AS REQUIRED FOLLOWING DEMOLITION OF EXISTING PARTITIONS AND EXISTING FINISHES. 10. ANY MISCELLANEOUS ITEMS OR MATERIALS NOT SPECIFICALLY NOTED, BUT REQUIRED FOR THE PROPER EXECUTION OR INSTALLATION, OR PERFORMANCE OF THE WORK, SHALL BE PROVIDED BY THE CONTRACTOR. THE CONTRACTOR SHALL PERFORM HIGH QUALITY, PROFESSIONAL WORK, MATERIALS SHALL BE JOINED IN A MANNER TO PROVIDE A UNIFORM, ACCURATE FIT; WITH NEAT STRAIGHT LINES, FREE OF SMEARS OR OVERLAPS. INSTALL EXPOSED MATERIALS APPROPRIATELY LEVEL, PLUMB, AND AT ACCURATE ANGLES, OR FLUSH WITH ADJOINING MATERIALS. 11. WHERE PLUMBING FIXTURES, PIPING, MEDICAL GASES, ELECTRICAL FIXTURES, MECHANICAL EQUIPMENT, OR ANY OTHER EQUIPMENT IS REMOVED, ALL PIPING AND /OR CONDUITS THAT ARE ABANDONED SHALL BE CAPPED OFF BELOW THE FLOOR INSIDE WALLS OR ABOVE CEILINGS AS APPROPRIATE. 12, CONTRACTOR SHALL VISIT THE SITE AND BECOME COMPLETELY FAMILIAR WITH ALL EXISTING CONDITIONS PRIOR TO SUBMITTING PRICES AND STARTING WORK, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY CONDITIONS OR DISCREPANCIES ADVERSELY AFFECTING THE DESIGN INSTALLATION PRIOR TO PROCEEDING WITH THE WORK (INCLUDING CONFLICTS WITH MECHANICAL DUCTS, STRUCTURE, PIPING, CONDUIT RUNS, MECHANICAL UNITS, LIGHT FIXTURES, CEILING FEATURES OF FLOOR BELOW, FIRE SPRINKLERS LINES OR HEADS, ETC.) WHETHER EXISTING OR NEW. 13. GENERAL CONTRACTOR TO PROTECT AND CLEAN ANY EXISTING SURFACES WITHIN SCOPE OF WORK THAT ARE TO REMAIN, 14. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND ENGINEERING DRAWINGS, SPECIFICATIONS, OR EXISTING CONDITIONS, 15. CONTRACTOR TO CHECK BUILDING OWNERS STOCK FOR THE REUSE OF CONSTRUCTION ITEMS INCLUDING; DOORS / HARDWARE / SINKS, ETC. DURING BID PHASE. IF ITEMS ARE TO BE REUSED, SUBMIT LIST AND CONDITION TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION /INSTALLATION, 16. CONTRACTOR TO SCHEDULE A CHALK WALK WITH THE ARCHITECT AND OWNER TO CONFIRM WALL LAYOUT. CONTRACTOR TO SCHEDULE AN ELECTRICAL BOX WALK WITH THE ARCHITECT AND OWNER. CONTRACTOR TO SCHEDULE A FINAL PUNCH WALK WITH THE ARCHITECT AND OWNER. iF MORE THEN ONE PUNCH LIST WALK THRU IS REQUIRED, CONTRACTOR IS TO COMPENSATE FOR ARCHITECTS EXPENSES. 17. THE PRESENCE OF THE ARCHITECT OR REPRESENTATIVE ON THE JOB SITE DOES NOT IMPLY CONCURRENCE OR APPROVAL OF THE WORK. THE CONTRACTOR SHALL CALL SPECIFIC ITEMS IN WRITING TO THE ATTENTION OF THE ARCHITECT TO OBTAIN THE ARCHITECT'S APPROVAL. NO CHANGES TO THE CONTRACT CAN BE MADE WITHOUT THE OWNER'S CONTACT WRITTEN APPROVAL, 18. THE CONTRACT DOCUMENTS ARE THE RESPONSIBILITY OF ALL TRADES IN THEIR ENTIRETY. WHERE REQUIREMENTS ARE SHOWN IN ONE SECTION OF THE SPECIFICATIONS OR DRAWINGS BUT NOT ANOTHER, THE CONTRACTOR OR SUBCONTRACTOR IS NOT RELIEVED FROM PROVIDING COMPLETELY FINISHED AND PROPERLY FUNCTIONING SYSTEMS. 19. ALL WORK UNDER THIS CONTRACT TO BE IN STRICT ACCORDANCE WITH REGULATIONS FOR CONTRACTORS PERFORMING WORK AT THE HOSPITAL AS FOLLOWS: A. PROVIDE OWNER WITH LIST OF ALL SUBCONTRACTORS, CONTACTS AND TELEPHONE NUMBERS. B. CONSTRUCTION HOURS ARE 7:00 AM TO 5:00 PM, MONDAY THROUGH FRIDAY UNLESS OTHERWISE APPROVED BY THE OWNER, WITH AT LEAST 48 HOURS ADVANCE NOTICE. C. CONTRACTOR IS RESPONSIBLE FOR BAGGING ALL SMOKE DETECTORS AND IS RESPONSIBLE FOR ANY COSTS INCURRED FROM DAMAGE TO ALARMS DUE TO DUST OR ANY OTHER CONSTRUCTION ACTIVITY. D. ANY WORK ON THE FIRE PROTECTION SYSTEM OR FIRE ALARM SYSTEM MUST BE COORDINATED THROUGH THE OWNER AND LOCAL FIRE DEPARTMENT. E. CONTRACTOR SHALL NOT SHUT OFF OR PUT OUT OF SERVICE ANY SYSTEM/SERVICES WITHOUT FIRST COORDINATING WITH THE OWNER AT LEAST 72 HOURS IN ADVANCE. F. CONTRACTOR SHALL COORDINATE ALL WELDING VENTING, AND TIMES OF DEMOLITION AND CONSTRUCTION WITH THE OWNER AND CONCURRENT OCCUPANCY OF THE BUILDING. 20. DIMENSIONS OF AND FROM EXISTING CONDITIONS HAVE BEEN TAKEN FROM EXISTING DRAWINGS AND /OR FIELD MEASUREMENTS. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PERTAINING TO EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. NOT VALID WITHOUT ORIGINAL SIGNATURE AND DATE Issue /Revisions Date No. [ Project Information t • • i • a f � � i , ■1 i •.•! ! >i0 • . •a i • Sheet Information TOV Comments 20 AUG 2010 Sheet Number; Denver Denver, Blake Street, Suite 100 Denver, CO 80205 303.861.8555 vaill 0225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960 I Consultant REI STRUCTURAL P.O. BOX 8009 AVON, COLORADO 81620 970.748.0711 F.970.748.0722 CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET. LAKEWOOD, CO 80401 303.232.6200 F.303.232.3701 ■ DPA Project; 10907.00.000 CDPYRIGiiT 2010 - DAMS PPRTNERS.4IP, P.C. 6' -0" 6' - 6" —WIRE TRAY; RE: 16/A8.0 �- CONTINUOUS SHEET METAL BLOCKING VARIES BOTTOM OF STRUCTURAL TEE 3" STAINLESS STEEL CORNER GUARD BY IN PRO LEVEL 3 BULLET PROOF GLASS IN 2" PAINTED HOLLOW _ METAL FRAME WITH 3/4" 7' -6" AFF STOP ON MOTIONS SIDE TOP OF WIRE TRAY -` � (PERIMETER OF ROOM) 4' WIDE 1/4" HDPE PANELS (SHOWN DOTTED); JOINTS TO ALIGN WITH ICE PANELS ON FLOOR r NOTE: REFER TO 1 /A9.0 AND 17/A8.0 FOR FLOORING DETAILS. MOTIONS LAB 002 — WEST 1 /4" = 1' -0" 15' -0" FIELD VERIFY MATCH CENTERLINE OF CAMERA ON WEST WALL CONTINUOUS SHEET METAL BLOCKING W A r•O11•rY41•• "rlll".•"rIN•"Yi I fi rr a • r r 11�1� � �� vOi�ooOl! f STOIIAGE ° f STOWE j O� �{ CABINET � CABINET ii ' \8.0.1 f \B.O.= l E 4 E`° ii ® ®® ..'..'...'. .. , .. ..... ...'......... . —WIRE TRAY; RE: 16/A8.0 �- CONTINUOUS SHEET METAL BLOCKING VARIES BOTTOM OF STRUCTURAL TEE 3" STAINLESS STEEL CORNER GUARD BY IN PRO LEVEL 3 BULLET PROOF GLASS IN 2" PAINTED HOLLOW _ METAL FRAME WITH 3/4" 7' -6" AFF STOP ON MOTIONS SIDE TOP OF WIRE TRAY -` � (PERIMETER OF ROOM) 4' WIDE 1/4" HDPE PANELS (SHOWN DOTTED); JOINTS TO ALIGN WITH ICE PANELS ON FLOOR r NOTE: REFER TO 1 /A9.0 AND 17/A8.0 FOR FLOORING DETAILS. MOTIONS LAB 002 — WEST 1 /4" = 1' -0" 15' -0" FIELD VERIFY MATCH CENTERLINE OF CAMERA ON WEST WALL CONTINUOUS SHEET METAL BLOCKING WIREWAY G} CO I MOTIONS LAB 002 — 1 / 4" 1' —n" FELLOWS 005 — NORTH 1/4" = 1' -0" 1 r• 1■ I _ I �000� r PLAM PANEL PL3 EXISTING RECESSED ELECTRICAL PANELS TO REMAIN MOTIONS LAB 002 — SOUT 1 1/4" LAMINATED MDF BOARD WITH 2X STAINED WOOD EDGE; CONCEAL FLOOR MOUNTING UNDER BASE CABINET .i PLAM PANEL PL3 2' -0" 1'4" Y -10" 1'4" 2' -0" in F v ISEC PREMANUFACTURED METAL CABINETS AND COUNTERTOPS; RE: AO.1 FOR SPECIFICATIONS AND ALTERNATES 4 12' -0" VENT HOOD / \ EYE WASH - f . ... . ..... ......... ........... SS SINK - KNEE SPACE \ / _ ---- � f 2' -0" 1' -6" 1' -6" 1 5' -2" 3" ISEC PREMANUFACTURED METAL CABINETS AND COUNTERTOPS; RE: A9.0 ALTERNATES L STO E f STO GE CABINET CABINET \B.O. f \B.O. f \ f \ f ❑ ( 4 1 OS _ 6 " , W A r•O11•rY41•• "rlll".•"rIN•"Yi I fi rr a • r r 11�1� � �� vOi�ooOl! f STOIIAGE ° f STOWE O� �{ CABINET � CABINET ii ' \8.0.1 f \B.O.= l E 4 E`° ii WIREWAY G} CO I MOTIONS LAB 002 — 1 / 4" 1' —n" FELLOWS 005 — NORTH 1/4" = 1' -0" 1 r• 1■ I _ I �000� r PLAM PANEL PL3 EXISTING RECESSED ELECTRICAL PANELS TO REMAIN MOTIONS LAB 002 — SOUT 1 1/4" LAMINATED MDF BOARD WITH 2X STAINED WOOD EDGE; CONCEAL FLOOR MOUNTING UNDER BASE CABINET .i PLAM PANEL PL3 2' -0" 1'4" Y -10" 1'4" 2' -0" in F v ISEC PREMANUFACTURED METAL CABINETS AND COUNTERTOPS; RE: AO.1 FOR SPECIFICATIONS AND ALTERNATES 4 12' -0" VENT HOOD / \ EYE WASH - f . ... . ..... ......... ........... SS SINK - KNEE SPACE \ / _ ---- � f 2' -0" 1' -6" 1' -6" 1 5' -2" 3" ISEC PREMANUFACTURED METAL CABINETS AND COUNTERTOPS; RE: A9.0 ALTERNATES L STO E f STO GE CABINET CABINET \B.O. f \B.O. f \ f \ f ❑ ( 4 1 OS _ 6 " , • ` 32' -11" FELLOWS 005 — NORTH 1/4" = V -0" 3" 3' -6" 3' -6" T -O" LL / \ / -Z \~ I \.. /... -SEEN NA & N M WAV"M �_ IfC•ti^' r•O11•rY41•• "rlll".•"rIN•"Yi I rr a • r r 11�1� � �� • ` 32' -11" FELLOWS 005 — NORTH 1/4" = V -0" 3" 3' -6" 3' -6" T -O" LL / \ / -Z \~ I \.. /... -SEEN NA & N M WAV"M r• (�) IOIL5T 0l0 — NORTH fi i fi CI i e fi CI GENERAL NINES 1. ALL "OPEN OR KNEE SPACE" INTERIORS OR UNDER COUNTER OPENINGS TO HAVE FINISHED PLASTIC LAMINATE PANELS. 2. PROVIDE EQUAL FILLER PANELS AT EACH END OF CASEWORK SECTIONS; FILLER PIECES TO BE LESS THAN 3" UNLESS NOTED OTHERWISE. 3. PROVIDE SEAM FILL AT ALL JOINTS. 4. PROVIDE 2" RADIUS EDGE AT EXPOSED COUNTER CORNERS, 5. RETURN APRONS AND LIGHT VALANCES TO WALL AT EXPOSED ENDS. 6. CONTRACTOR TO COORDINATE BLOCKING AND COUNTERTOP SUPPORT MEMBERS. 7. ALL BACK AND SIDE SPLASHES TO BE 4" HIGH, UNLESS OTHERWISE NOTED; CAULK TO WALL BEHIND. ALL COUNTERS TO RECEIVE BACK SPLASH UNLESS NOTED OTHERWISE. 8. UPPER CABINETS TO BE 15" DEEP, ALL COUNTERTOPS TO HAVE 24" COUNTER DEPTH, UNLESS OTHERWISE NOTED. 9. REFER TO SHEET A8.0 FOR STANDARD CASEWORK DETAILS. 10. PLASTTC LAMINATE TO BE APPLIED TO ALL EXPOSED SURFACES. CABINET INTERIORS TO BE WHITE MELAMINE. 11. ALL TOILET ACCESSORIES TO BE PROVIDED BY, AND INSTALLED BY CONTRACTOR PER ANSI AND ADA REQUIREMENTS. LEGEND DESIGNATES INDIVIDUALLY KEYED LOCKS; 2 KEYS PER LOCK FEP FINISHED END PANEL; FLUSH WITH DOOR FRONTS SOAP DISPENSER BY OWNER; CONTRACTOR TO PROVIDE BLOCKING PAPER TOWEL DISPENSER BY OWNER; CONTRACTOR TO PT11 PROVIDE BLOCKING UCL UNDER COUNTER LIGHTING WITH PLASTIC LAMINATE VALANCE RETURN VALANCE TO WALL WHERE APPROPRIATE G GROMMET -TO BE LOCATED BY OWNER, PRIOR TO MOVE IN D TELECOMMUNICATION OUTLET E ELECTRICAL OUTLET E DEDICATED ELECTRICAL OUTLET CONFERENCE 009 — 1/4* = 1' -0" r 1 rpi {! �_ IfC•ti^' r•O11•rY41•• "rlll".•"rIN•"Yi I rr a r• (�) IOIL5T 0l0 — NORTH fi i fi CI i e fi CI GENERAL NINES 1. ALL "OPEN OR KNEE SPACE" INTERIORS OR UNDER COUNTER OPENINGS TO HAVE FINISHED PLASTIC LAMINATE PANELS. 2. PROVIDE EQUAL FILLER PANELS AT EACH END OF CASEWORK SECTIONS; FILLER PIECES TO BE LESS THAN 3" UNLESS NOTED OTHERWISE. 3. PROVIDE SEAM FILL AT ALL JOINTS. 4. PROVIDE 2" RADIUS EDGE AT EXPOSED COUNTER CORNERS, 5. RETURN APRONS AND LIGHT VALANCES TO WALL AT EXPOSED ENDS. 6. CONTRACTOR TO COORDINATE BLOCKING AND COUNTERTOP SUPPORT MEMBERS. 7. ALL BACK AND SIDE SPLASHES TO BE 4" HIGH, UNLESS OTHERWISE NOTED; CAULK TO WALL BEHIND. ALL COUNTERS TO RECEIVE BACK SPLASH UNLESS NOTED OTHERWISE. 8. UPPER CABINETS TO BE 15" DEEP, ALL COUNTERTOPS TO HAVE 24" COUNTER DEPTH, UNLESS OTHERWISE NOTED. 9. REFER TO SHEET A8.0 FOR STANDARD CASEWORK DETAILS. 10. PLASTTC LAMINATE TO BE APPLIED TO ALL EXPOSED SURFACES. CABINET INTERIORS TO BE WHITE MELAMINE. 11. ALL TOILET ACCESSORIES TO BE PROVIDED BY, AND INSTALLED BY CONTRACTOR PER ANSI AND ADA REQUIREMENTS. LEGEND DESIGNATES INDIVIDUALLY KEYED LOCKS; 2 KEYS PER LOCK FEP FINISHED END PANEL; FLUSH WITH DOOR FRONTS SOAP DISPENSER BY OWNER; CONTRACTOR TO PROVIDE BLOCKING PAPER TOWEL DISPENSER BY OWNER; CONTRACTOR TO PT11 PROVIDE BLOCKING UCL UNDER COUNTER LIGHTING WITH PLASTIC LAMINATE VALANCE RETURN VALANCE TO WALL WHERE APPROPRIATE G GROMMET -TO BE LOCATED BY OWNER, PRIOR TO MOVE IN D TELECOMMUNICATION OUTLET E ELECTRICAL OUTLET E DEDICATED ELECTRICAL OUTLET CONFERENCE 009 — 1/4* = 1' -0" r 1 rpi {! i I I I SEAT COVER DISPENSER 18" GRI -- 36" GRAB BAR 42" GRI I � I �! � ! i i 3 "X12" BULLNOSE TILE (3) ROWS 1/2 MOSAIC BORDER 6"X6" WALL TILE 6 "X12" COVE BASE TILE TYPICAL TOILET TILE PATTERN e l 01LET 010 — SOUTH FIXTURE; CENTER OVER SINK BASE K 42" MIRROR; CENTER OVER SINK BASE fi C) i M TOILET 010 —WEST 10D 1/ 4" = 1' -0" PARTNERSHIP ARCHITECTS Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 VaI1 0225 Main Street, Unit 0101 Edwards, CO 81632 970.926.8960 rVIRMINIM REI STRUCTURAL P.O. BOX 8009 AVON, COLORADO 81620 970.748.0711 F.970148.0722 CATOR RUMA &ASSOCIATES, CO. 896 TABOR STREET LAKEWOtOD, CO 80401 303.232.6200 F.303.232.3701 Issue /Revisions IlDateANNO. Project Information 0 t f Sheet Information Sheet Title: TOV Comments 20 AUG 2010 0 IN VITRO 013 — WEST 13A 1/4 = 1' -0" IN VITRO — SOUTH 1/4" = 1' -0" 13' -2" 8' -4" fi __ —_TI_ -_U — -- IT - -._ -_ ( INDOW iWI1IDOW WINDOW I f I I0 WAGING I TO WA>T7 G I I TO WAITING I I ( DASHER BOARD; ( SHOWN DASHED (I I I I I I I RE: 2E /A7.0 r- I I I 11 li I1 4 1 II E II II ❑� I �I II II it 1L___ —IL___ TATE RAISED FLOOR AND RAMP SYSTEM; RE: 17/A8.0 co 3 A8.0 4. " " 2 -8" 2' -8" 2' -8" 2' -8" 2' -8" �_ IfC•ti^' r•O11•rY41•• "rlll".•"rIN•"Yi i I I I SEAT COVER DISPENSER 18" GRI -- 36" GRAB BAR 42" GRI I � I �! � ! i i 3 "X12" BULLNOSE TILE (3) ROWS 1/2 MOSAIC BORDER 6"X6" WALL TILE 6 "X12" COVE BASE TILE TYPICAL TOILET TILE PATTERN e l 01LET 010 — SOUTH FIXTURE; CENTER OVER SINK BASE K 42" MIRROR; CENTER OVER SINK BASE fi C) i M TOILET 010 —WEST 10D 1/ 4" = 1' -0" PARTNERSHIP ARCHITECTS Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 VaI1 0225 Main Street, Unit 0101 Edwards, CO 81632 970.926.8960 rVIRMINIM REI STRUCTURAL P.O. BOX 8009 AVON, COLORADO 81620 970.748.0711 F.970148.0722 CATOR RUMA &ASSOCIATES, CO. 896 TABOR STREET LAKEWOtOD, CO 80401 303.232.6200 F.303.232.3701 Issue /Revisions IlDateANNO. Project Information 0 t f Sheet Information Sheet Title: TOV Comments 20 AUG 2010 0 IN VITRO 013 — WEST 13A 1/4 = 1' -0" IN VITRO — SOUTH 1/4" = 1' -0" 13' -2" 8' -4" fi __ —_TI_ -_U — -- IT - -._ -_ ( INDOW iWI1IDOW WINDOW I f I I0 WAGING I TO WA>T7 G I I TO WAITING I I ( DASHER BOARD; ( SHOWN DASHED (I I I I I I I RE: 2E /A7.0 r- I I I 11 li I1 4 1 II E II II ❑� I �I II II it 1L___ —IL___ TATE RAISED FLOOR AND RAMP SYSTEM; RE: 17/A8.0 co 3 A8.0 4. " " 2 -8" 2' -8" 2' -8" 2' -8" 2' -8" 9 7 8 A8.0 A8.0 A8.0 MACHINE SHOP 005 — SOUTH L2)E 1/4" = 1' -0" — NORTH 1 / T01 LET 010 — EAST ILET 010 — SOUTH 17 B 1 /4" = 1' - 0" (320 1 /4» = 1' - 0" TOILET 010 — WEST 1 1/4" = 1' -0" LEVEL 3 BULLET PROOF GLASS IN 2" PAINTED HOLLOW METAL FRAME WITH 3/4" STOP ON MOTIONS SIDE fi fi I I I ( 6 1 ( A0.2 3' -6" S -6" S -6" I. 3A WAITING 003 —NORTH 1/4" = 1' -0" Sheet Number: ■ DPA Project: 10907.OQ.000 COPIRIGHT 2010 - OAVIS PAR7NrRSHIP, P.C. SPORT SYSTEMS DASHER BOARD - INFINITY SERIES wrru 1 IA" unor• r_i Avz 1' - 9" • r r � J � �� vOi�ooOl! O� ® -- ii ii ® ®® 9 7 8 A8.0 A8.0 A8.0 MACHINE SHOP 005 — SOUTH L2)E 1/4" = 1' -0" — NORTH 1 / T01 LET 010 — EAST ILET 010 — SOUTH 17 B 1 /4" = 1' - 0" (320 1 /4» = 1' - 0" TOILET 010 — WEST 1 1/4" = 1' -0" LEVEL 3 BULLET PROOF GLASS IN 2" PAINTED HOLLOW METAL FRAME WITH 3/4" STOP ON MOTIONS SIDE fi fi I I I ( 6 1 ( A0.2 3' -6" S -6" S -6" I. 3A WAITING 003 —NORTH 1/4" = 1' -0" Sheet Number: ■ DPA Project: 10907.OQ.000 COPIRIGHT 2010 - OAVIS PAR7NrRSHIP, P.C. SPORT SYSTEMS DASHER BOARD - INFINITY SERIES wrru 1 IA" unor• r_i Avz 1' - 9" NOTE. HARDWOOD TRIM TO MATCH DOOR PLASTIC LAMINATE OVER MDF BOARD -------- HARDWOOD EDGE HARDWOOD EDGE CEILING TILE MENEM COUNTERTOP 7� HARDW OOD EDGE 2 -1 '* 1- GYP. BD. 2 -0 CLEAR 4" PLASTIC LAMINATE BACKSPLASH_____11, BO 4 " OF MIRROR, 4* BACKSPLASH 31e . PLYWOOD BACKING FOR NUMBER RLAM COUNTER RECES S HARDWOOD " SHELVES, N ow OF SINK RIM x //, APRON 2 GROMMET AS REQUIRED " ADJ. GYP. BD. -- ---' 1x4 WOOD BLOCKING; COUNTER TOP------.. RE: INT, 4 RLAM BACKSPLASH ELEVAT M INIMS PAINT TO MATCH WALL--"" GYP. BD. 18 GA. SHEET METAL BACKING 2-1 P_."� -CAULK JO I -KING DRAWER . CONT. BEHIND C ASEWORK SHEET METAL BACKING 1 11LE INT 18 GA. SHEET METAL BA(. CONT. BEHIND CASEWORK—` 18 GA C) OF SHELVES ' CONT. BEHIND CASEWORK--/ PLASTIC LAMINATE ON 3/4 DRAWER CAS SINK— . 3/4 HARD co 3/4� MDF BOARD w Ck:: HARDWOOD U-i DAPRON NOTE- Uj ---- - -------- zj cn Ui 8" I�WOO BUTT JOINT TO DAVIS C BRACE AS REQUIRED; RE: 2/A8.0 Y4" FRONTS 3/4' P.LAM. REMOVABLE PANEL PAINTED ON 314 4" RADIUS ► FRONTS - C-4 C/3 C> 1 2x SOLID OAK EDGE; 1/ * ---\, AT OUTER EDGES PA N E RS FH I - Y4 Y4 W WOOD PLYWOOD 3/4 PLYWOOD " PLYWOOD BACKING Y4 /- ED COMPACT BLOCKING STDS. FLUORESCENT DRAW 1x WOOD BLOCKING-41, '—PLAM SIDE 3j4 - --2x4 WOOD STUDS ARCHITECTS ER FIXTURE; AS 1x WOOD BLOCKING LOCATED ON WOOD BLOCKIN PANEL; BOTH M HARDWOOD I 2x WOOD BLOCKING SIDES NOTE: COMPLETELY INTERIOR O_ 5 BASE 21 2301 Blake Street, Suite 100 ELEVATIONS /RDWOOD Denver Denver, CO 80205 303.861.8555 IN-FILL UNDERSIDE OF I r r CABINETS INCLUDING APRON WHERE HARDWOOD RETURN 0225 Main Street, Unit 0101 BOTH DRAWERS TO ACCOMMODATE f-10 3/4 CORNERS, SEAM-FILL REQUIRED. RE: " Vail LETTER SIZE PAPER FILING. ALL JOINTS, INT. ELEVATIONS TO WALL lEdwards, CO 81632 970.926.8960 HARDWOOD BASE COU N TER T T OP 0 LE DRAWER CABI _ R . ES � 0 10 0 CABINET W ADJUSTABLE SH ELVE S S INK ASE SINK AT CABINET NH DETAIL 1 _0 REI STRUCTURAL P.O, BOX 8009 AVON, COLORADO 81620 970.748.0711 F.970.748.0722 CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET 2'-0" CLEAR 2'-1 21-1- LAKEWOOD, CO 80401 303.232.6200 F.303.232.3701 GYP. BD.-/ GYP. BD. GYP. BD. _/ % J GYP. BD.--/ 4" BACKSPLASH . . . ...... . ......... . ......... . . - ---- - - ----- 4" BACKSPLASH -/ 4" PLAM BACKSPLAS H PLAM COUNTERTOP WITH PVC EDGE 7N� 4" BACKSPLASH -/,' DRAWER 7--ji ........ .,--DRAWER PLAM COUNTERTOP WITH PVC EDGE / TO MATCH LAMINATE -: ---//*/ 1 COUNTER TOP 1 - TO MATCH LAMINATE SINK --""'T. 1 1/4 P. LAM. COUNTERTOP _/ - RECESSED DRAWER r r 20 GA. SHEET METAL BACKING STANDARD DRAWER 18 GA. SHEET METAL BACKING CONT. BEHIND CASEWORK CONT. BEHIND CASEWORK -/': 18 GA. SHEET METAL BACKING RAWER 18 GA. SHEET METAL BACKING -ADJ. SHELF 4 6 CONT. BEHIND CASEWORK I CONT. BEHIND CASEWOR ------- re) : ' I I I AW ---------------- - ------ Y4" FRONTS - FRONTS . ..... ........................ ............. . . Y4 FRONTS ... Y4 PLYWOOD BACKING . -- ........... , TYPI SHEtF ------------- ----------- C> GYP. BD PLYWOOD BACKING Y4" PLYWOOD BACKING X" PLYWOOD BACKING �-A - y4 * FRONTS DRAWER - 1x WOOD BLOCKING 1x WOOD BLOCKING 1x WOOD BLOCKING DRAWER CONT. BEHIND CASEW DRAWER 20 GA. SHEET METAL BACKING 3- 1x WOOD BLOCKING 2x WOOD BLOCKING 2x WOOD BLOCKING -\ -/ 2x WOOD BLOCKIN 2x WOOD BLOCKING ,,-RECESSED STDS. C0 -\ f ----I N .............. [3" 3 �3 J' LOWER DRAWERS TO ACCOMMODATE , co LETTER SIZE PAPER FILING, STANDARDS SCOTT MICHAEL NEVIN 1 14 1 �E W K BASE CABINET 131 �ADI�USTABL�ES�HEL�FA�ND DRAWER 131 WITH DRA 131 WITH DRAWERS 202985 1_0 d O T� O T W 0 _ T C> 3/4 P. LAM DIVIDING PANELS NOT VALID WITHOUT ORIGINAL L LU SIGNATURE AND DATE ADJ. SHELF I ATTACH METAL STUDS j = TO DECK ABOVE —/ IMM J oo 1 /-RECESSED TOV COMMENTS 10SEP10 1 i I Y4_ P. LAM. COUNTERTOP STANDARDS FIRE EXTINGUISHER AND CABINET L SHAPED BASE PLATE, RE: Sl HSS5x3x8'; RE: S1 / SHELF LU LINE OF FOOTING BELOW X PLYWOOD BACKING W/ P. LAM. FINISH - U_ --ADJ. SHELF Y4" P LYWOOD BACKING W/ C) EXTEND GYPSUM BOARD 6" P. LAM' FINIS H ABOVE FINISHED CEILEING -------- 8* FURRING 3-5 X" PLYWOOD BACKING ---\ � I / X" PLYWOOD BACKING- 1x WOOD BLOCKING -\\ LINE OF DROPPED SOFFIT ABOVE; VARIES OIL SOFFIT TO ALIGN WITH OPPOSITE COLUMN 1x WOOD BLOCKING----\ 2x WOOD BLOCKING 2x WOOD BLOCKING 3%' METAL STUDS; LINO, ACOUSTICAL CEILING TILE K �R I BLOCKI G N - 77_�, GYPSUM BOARD 21-0- 1 F1 . R j, !?UIPM . ENT CABINET D R O P P ED S OF F I �T COL FUR � T D MIME= E _ ( S .. ADJUSTABLE S UNIT �L ADJ �SH SHELVIN I NG �UN I T�l �4A �71 cv 1 _1 0 _ 1 �� V 1� 14 1 " C1 5) 0 � E = 1 1 -0 . 1/4" HDPE; COUNTERSINK SCREWS FOR FLAT HEAD INSTALLATION � �� '' �� `� �/ AA >� 4, I FACE OF WALL TYPICAL WALL TYPE Vail B-LINE SCREW COVER WIREWAY; .51 3 8 METAL STUDS AT 16" O.C. WITH I LAYER GYPSUM BOARD, BOTH SIDES EXTEND 1 " BELOW RAISED FLOOR; " 6 EXTEND WALLS 6" ABOVE FINISHED CEILING U.N.O. COORDINATE TOP OF WIREWAY 4 SPORTS FLOORING 6" 4 4p-O" 6. SYNTHETIC FLOORING Valley FIXED PANEL REVERSIBLE PANEL FIXED PANEL REVERSIBLE PANEL REVERSIBLE PANEL FIXED PANE WITH BLOCK OUT IN BACK OF L WIRE TRAY SPORTS ON 2'X2' Pvoj SPORTS ON 2 Medical t� I N 1 / PANEL ACCESS PANEL z/ V 4=_ A COVER PLATE TO MATCH WALL PAINT Center A � A -1 • . 14' . . ; 4 'fA . .4 • 4 00 A* U-) TATE CONCORE ALL STEEL "' �THREADED STUD RAISED FLOOR ASSEMBLY; bil - PERIMETER HEAD WALL TYPE 0 .4 IS :4 1250/24" PANEL ON BOLTED U*) LEVELING NUT LO U-) 4 $11 ' . E 14 A d STEEL PEDESTAL TUB 3 9" 25 GA. STEEL STUDS AT 24" O.C. WITH 1 k FULL HEIGHT WALL STRINGER UNDERSTRUCTURE i I . V, . 4 i* LAYER � TYPE 'X' GYPSUM 4. bl. . I , * � % .. CE OF CONCRETE PLATFORM BOARD, BOTH SIDES. EXTEND GYPSUM BOARD FROM FLOOR TIGHT FACE OF WALL CONCRETE PLATFORM •. . , . -*. . & . . . , . - . . 4 .4 . . . FA STEAD MAN-PH I LLI PON 1. A A: A - EXISTING FLOOR SLAB TO DECK OR STRUCTURE ABOVE (( SHOWN DASHED ON REFLECTED .......... ... ...... ...... ........... . .......... d � . ......... V CEILING PLA RESEARCH INSTITUE RESEARCH BOND BREAKER i ' : • I ... ,..:, .: .; j ...� : LABORATORY ICE PANEL AT WALL PERIMETER RUBBER AT RAISED FLOOR RUBBER AT ICE PANEL ICE PANEL AT RAISED FLOOR VERTICAL TYPE I WAL NOTES: 1 HOUR RATED WALL - UL DESIGN NO, U465 BASEMENT LEVEL 1. SHEET METAL TO BE PAINTED TO MATCH WALL. -1 3' 25 GA. STEEL STUDS AT 24" O.C. WITH 1 LAYER 8" TYPE X 2. REFER TO A7.0 FOR MOUNTING HEIGHT AND GYPSUM BOARD, BOTH SIDES. EXTEND GYPSUM BOARD FROM VERTICAL LOCATIONS. FLOOR TIGHT TO DECK OR STRUCTURE ABOVE. 181 W. Meadow Drive 6 " Vail, Colorado 'Y- FIXED PANEL 81657 CUT OUT BACK FACE OF TRAY AT INTERSECTION WITH WIREWAY " n 3 3* 4 L REVERSIBLE PANEL ,,-1/4" HDPE IrA= FACE OF WALL VCT OVER INFILL WALL TYPE 2 SYNTHETIC ICE REVERSIBLE PANEL VCT TO NOTHING REDUCER STRIP; 2 HOUR RATED WALL-UL DESIGN NO. U408 4"x3"x4" 16 GAUGE BENT METAL TRAY 3" ALUMINUM EXTRUDED FRAME BY OVERLAP SPORTS FLOORING 1/4" " SPORT SYSTEMS; INFINITY SERIES / -SPORTS FLOORING ON 2'X2' SPORTS FLOORING ON CONCRETE 5,f 'TYPE'X' GYPSUM - 3 8 25 GA. STEEL STUDS AT 24" O.C. WITH 1 LAYER '8 PLASTIC LAMINATE OVER 6x1/2' MDF ACCESS PANEL BOARD, ON ONE SIDE, AND 3 LAYERS TYPE X ON THE OTHER SIDE. X ...... . . .... mp fit ff, ft'll 1/2 EXTEND GYPSUM BOARD FROM FLOOR TIGHT TO DECK OR BOARD; TAPE SEAMS WITH MATCH PVC 4 A A RUBBER FLOORING AND BASE; RAISED FLOOR ASSEMBLY; A' STRUCTURE ABOVE. SEAL ALL JOINTS AND PENETRATIONS. Sheet Title: 4 . • ., .! '. ---' ' A . 4'.. TAPER AT RAMP TO CONCEAL 4 • • . DAMPERS AND DOOR OPENING TO HAVE 90 MINUTE RATING. TATE CONCORE ALL STEEL A -.A . M . 4 -. A - U 4 A* Ad FACE OF CONCRETE. BASE L0 1250/24 PANEL ON BOLTED STRINGER UNDERSTRUCTURE A* WA 4. 4 A DETAIL AT OPPOSITE WALL TO MATCH 4 CONCRETE PLATFORM . 4 A INTERIOR DETAILS A U N WALL TYPE 3 •X%" DASHER BOARD AT R AMP ICE AT RUBBER RAISED FLOOR VCT AT RUBBER ON CONCRETE FLOOR 2 HOUR RATED WALL-UL DESIGN NO. U906 TOV Comments 20 AUG 2010 HORIZONTAL NOMINAL 6x8x1 6 HOLLOW OR SOLID CONCRETE BLOCK. Sheet Number: NOTES: E F 1. ALL WALLS TO BE TYPICAL WALL TYPE UNLESS TAGGED ON FLOOR PLANS. 2. PROVIDE SOUND ATTENUATION BATTS IN ALL NEW WALLS (TYPICAL). FLOO ■ WIRE TRAY DETAILS 7 TRANSITIONS DETAILS WA LL sc ��PE DETAILS NO DPA Project: 10907.00.000 COPYRIGHT 2010 - DAVIS PARTNE P.C. CARPET q ., # { i # tt tt _ fr { f _ _ L DIMENSION START POINT C$ E ij t E FOR FLOORING # P 4 : $ + + � .. Y. ° ' I I,' 1 444 . . i .. . 'RUED NCR TIC { 4�✓' I�I.CRE . ..... , . sa E # zt , LS-OVER. 4 #I;� € f + 1 S�'i WI OTTEI , . .'. 'I 11: _.. :I _� # : :. i + + � V . z { pt + /` • + + : ::. :..:: : :...::: : :.': .: 2� a � a �� Ott „�;.` +�+ {+#+; +y;� (( - + { + 17 7.c1'. 1 , + I # t - F EE I STORAC r .�. + + �' � I I € # 02 I # { � C BSNE w + + + + . I y + + + + w I TR I 1 fi _ - -+ + E I p I 1 I CARP i 003 01 FELLOWS Y F'I.iN I ER; a� � 2 t .............s .,,.- ---- - - - - -- Z IUCR t U51 0 ALL OHAIRS AND DESKS; B.O.. EPDX HALL OFFICE , { .---- aos to { .•...•._.-.� _ 'P rIN T PLOTTER, -. `FIRE 5 MACHINE SHOP 0 oas B B.O. - ^�__— t 1 r EXT :ARP CARPET T sLE CHANGE _. .... .... ..... ...._.- - - - - -• � all _ . _...-- ..._ .......... / T'OILET NFERENdr_) ao 0 1 :.... -.... a€ ; STORAGE 1! 1! I 007 — 1 G ,' f z HALLWAY �� ' 0 If UP CIS � t WALL MOUNTED LCD; O STAND EFR ND UP {REFRiG� FREEZER; EEZER; I EPATOR; B4O. . x 13,0. LIE DOWN FREEZER; B.O. IN VITRO VINYL r - 0 - 1 _ I SS S 1K DW, WIT --YE A WALL MOULTED LCD; B.O. BIOSKILLS 014 WALL MOUNTED LCD; B.O, x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x 3 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x ELECTRONICS WORKBENCH; 13.0, B.0 DRIL PRE ° „; B SAN EPJ GRI DE ;.0 ND I 1 �F INDICATES EXSITING WALL INDICATES NEW WALL INDICATES EXISTING DOOR TO REMAIN INDICATES NEW DOOR TO BE ADDED INDICATES NEW 2'x2' RAISED FLOOR; RE: 17/A8.0 FOR FLOORING DETAILS INDICATES SPORTS RUBBER FLOORING PATH; RE: FINISH SCHEDULE INDICATES VCT FLOORING OVER CONCRETE INFILL (POURED AFTER FORCE PLATES SET); RE: FINISH SCHEDULE l C, BINET: . . �. 4 . . . . . . . . . . . . . . . F1R . . . . . . . . . . . .. : . . t R OBOT; - B4O.. TOWE i; B.O, 1 TOWER, , : .t'OWERH = STORAGE B4O. 1 1 TOWERI SY 1 13.0, # 1 _# r? 1 ITOWER ` €_ ITOWER ' # HALL ILE CARPET TOILET / 17 - 017 - 1 / x x x x x `✓ x `f LOBBY # } WOMENS # 019 CARPET 1,.X. ....,. ..... .........................� I i w I � MENS F O - 20 - 1 ..... ...................... 1 7 �i FINISH KEYNOTES 1 NO WORK IN THIS AREA REPLACE CARPET, BASE AND TRANSITIONS STRIPS. SOLID COLOR CARPET TRANSITION. ALIGN AS INDICATED, SEMI RECESSED, ENAMELED STEEL CABINET WITH SOLID DOOR WITH BLACK, VERTICAL, VINYL LETTERS; LARSEN'S MANUFACTURING COMPANY OR EQUAL. CABINET TO BE PAINTED TO MATCH WALL, EXTINGUISHER TO BE MULTIPURPOSE DRY CHEMICAL TYPE IN STEEL CONTAINER 5 LB AND UL RATED. CONTRACTOR TO PROVIDE AND INSTALL EXTINGUISHER AND CABINET. RE: 10/A8.0 �' WALL HUNG EXTINGUISHER TO BE MULTIPURPOSE DRY CHEMICAL TYPE IN STEEL CONTAINER 5 LB AND UL RATED. CONTRACTOR TO PROVIDE AND INSTALL BRACKET AND EXTINGUISHER. FINISH ALTERNATES 1 AT CORRIDOR 001, REMOVE EXISTING VCT AND BASE. PROVIDE CPT1 AND RB1 LENGTH AND WIDTH OF CORRIDOR. 2 AT IN VITRO 013, PROVIDE PRICING FOR ISEC STAINLESS STEEL COUNTERTOPS AND BACKSPLASH, WITH POWDER COATED METAL ISEC CABINETS FROM STANDARD COLOR LINE. 3 AT IN VITRO 013, PROVIDE PRICING FOR ISEC STAINLESS STEEL COUNTERTOPS AND BACKSPLASH, AND CABINETS. 4 PROVIDE DEDUCT PRICING FOR DELETION OF PROCEDURE LIGHT AND ALL STRUCTURAL WORK AS OUTLINED ON S1 AND S2 IN BIO. TESTING 012 TO SUPPORT FIXTURE. FLOOR INFILL AT ROBOT TO BE INCLUDED IN BASE BID. 5 PROVIDE DEDUCT PRICING FOR DELETION OF RAISED FLOORING SYSTEM, AND STRUCTURAL WORK AS OUTLINED ON S1 AND S2 AT MOTIONS LAB 002. x x x-% x x 3 x x x x x x x x x x x x x x x x x x XJ_/x 34 7 r � r r � r it '.•• � i • Sheet Information Sheet Title: i � r ■11 � 1•I ♦ ! r l TOV Comments 20 AUG 2010 z b 0 0 ! VE NT 3116 1'-0” +r rdl I ED INDICATES EXSITING WALL INDICATES NEW WALL INDICATES NEW DOOR ::::: . :::::::....:::::•:: INDICATES EXSITING DOOR T ® i — — — INDICATES WALLS EXTENDED TO STRUCTURE ABOVE INDICATES NEW 2'x2' CEILING GRID WITH NEW ACOUSTICAL CEILING TILEIACT 1 INDICATES NEW 2'x2' CEILING GRID WITH NEW ACOUSTICAL CEILING TILE /ACT 2 INDICATES GYPSUM BOARD CEILING OR SOFFIT T INDICATES NEW 2'x4' RECESSED FLUORESCENT FIXTURE INDICATES NEW 2'x2' RECESSED FLUORESCENT FIXTURE I—{ -- 1 INDICATES UNDER CABINET LIGHT INDICATES MECHANICAL RETURN DIFFUSER INDICATES MECHANICAL VN SUPPLY DIFFUSER i r • s s . . i + s, t r r A` UP .. �� r r NO WORK REQUIRED IN THIS ROOM 2 } ALL CEILING TILES DAMAGED DURING CONSTRUCTION TO BE REPLACED. BE REPLACED. CONTRACTOR TO DOCUMENT CONDITION OF EXISTING TILE PRIOR TO STARTING WORK. COORDINATE INTERRUPTION OF CEILING GRID WITH TWO HOUR WALL CONSTRUCTION. REPLACE CEILING TILES AS NECESSARY. PROVIDE NEW GRID ANGLE AT NEW WALL "'✓✓✓ CONSTRUCTION. REPLACE ANY TEES DAMAGED DURING CONSTRUCTION. PAINT CEILING; FIXTURES TO REMAIN. DAV PARTNERSHIP ARCHITECTS Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.661.8555 vai1 0225 Main Street, Unit C101 Edwards, CO 81632 970,926.8960 •r .r REI STRUCTURAL P.O. BOX 6009 AVON, COLORADO 81620 970.748.0711 F.970.748.0722 CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET LAKEWOOD, CO 80401 303.232,6200 F,303.232.3701 Issue /Revisions Date No. Project Information r r • • 3116" = 1' -0" Sheet Number: ■ DPA Project: 10907.00.004 COPIRIGHT 2d1D -DAMS PPR'fNFR5NiP, P.C. D � r Denver 1 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 0225 Main Street, Unit 0101 Edwards, CO 81632 970.926.8960 56onsultanf REI STRUCTURAL P.O. BOX 8009 AVON, COLORADO 81620 970.748.0711 F.970.748.0722 CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET LAKEWOOD, CO 80401 303.232.6200 F.303.232.3701 06 Z 'tt■w.■wl Issue / Revisions) Date No. PLAN NOTES: 1. SEE S2 FOR GENERAL NOTES. 2. REINFORCE SLAB -ON -GRADE WITH 6x6 / W2.1xw2.1 WELDED WIRE FABRIC IN FLAT SHEETS, CENTERED IN SLAB. 3. LOCATE SLAB -ON -GRADE CONTROL JOINTS TO CREATE APPROXIMATELY SQUARE PANELS MEASURING LESS THAN 200 SQUARE FEET IN AREA. LOCATE JOINTS AT RE- ENTRANT CORNERS WHERE POSSIBLE. RE: H /S2 FOR JOINT DETAILS, 4. ALL CONCRETE FLATWORK SHALL MEET THE REQUIREMENTS FOR A 'VERY FLAT' SLAB. FF =75, FL =50. 5. RE: ARCH FOR CONCRETE SLAB FINISHING REQUIREMENTS. 6. RE: G /S2 FOR NEW SLAB CONNECTION TO EXISTING SLAB. RE: PLUMBING DRAWINGS FOR LOCATIONS OF UNDERSLAB WORK. 7. TOP OF STEEEL AT BIO TESTING FRAME = 109' - 10 RAGE 107 ys NJ L___1 A% 2' -0' SQUARE x 12' THK FOOTING W/ (3) #4 EA. WAY - TYP OF (3) SICK. TESTIN u' ENTER OF LIGHT FIXTURE 02 RE: ARCH FOR POSITION IN ROOM `� f 6 -4� EXISTING SLAB BASE III PER J /S2 i ANCHOR DIRECTLY TO NEW INMLL SLAB INFILL (E) RECESSED FLOOR W/ 12" t CONIC. N V.I.F. ,N S1 Project Information Tail Valley Medical Center 1 W-, I eM MAIN ff___ M____ 1 81 W Meado Colorado i • Sheet Information Sheet Title: 1 m m b 0 ORTHOPAEDIC B IOMECHANICS LA N 1/8 to = i F P FR N S1 1/4 = 1'-0" T.O.C•= 100 -0" VIE r MA SLAB Permit Set 30 JUNE 2010 Sheet Number: REI Project: 09030.3 COPYRIGHT 2010. DAVIS PARTNERSHIP, P.C. 0 N Q , 1 .) A * MOTIONS LAB SLAB PARTIAL PLAN 1/4" — 1' -0" SUMEN GENERAL NOTES 1002010 M ONI M WOMEN 18" 1. GENERAL 4xCONT � PROVIDE #4x °_° OND BREAKER EMMEN O {E) WALL ' CORNERS A. THESE NOTES SHALL SERVE AS THE SPECIFICATIONS FOR THE STRUCTURAL 18 „ 18 „ 18” PORTION OF THE WORK. 4xCONT - PROVIDE #4x °._°l 4xCONT N PROVIDE #4x 0°l N (2) #4 W/ 18 EXT, PAST CORNER 4xCONT N PROVIDE #4x " - D " SiM 0 CORNERS B. ARCHITECT'S APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS. CORNERS r CORNERS D M (2) #4 W/ 18 EXT. PAST CORNER SYNT A f� �} 18 SYNTHETIC ICE FLOOR 0 'SIM' RE ICE FLOOR HETIC ICE FLOOR C. CHECK ALL DIMENSIONS ON STRUCTURAL DRAWINGS AGAINST ARCHITECTURAL E; ARCH RE: ARCH �A RT N E R �.�i H � I RE: ARCH DRAWINGS. " RUBBER FLOOR *617 " „ RUBBER FLOG " „ " „ / 4x � C ' 0 fit O.C. - DRILL RE: ARCH 4x 18 0 12 O.C. N DRILL RE: ARCH 4x � 1g ( " 12 O.C. - DRILL SLAB EDGE SET 4x �I 18— @ 12 O.C. - DRILL D. VERIFY OPENINGS THROUGH FLOORS, ROOFS AND WALLS WITH ARCH 1 T ECTS (E) STUD WALL / & EPDXY 3" INTO (E) SLAB ACCESS FLOOR & EPDXY 3" INTO (E) SLAB ACCESS FLOOR EPDXY 3" INTO (E) SLAB 1/ BACK EDGE " & EPDXY 3" INTO (E) SLAB ARCHITECTURAL, MECHANICAL, CIVIL AND ELECTRICAL REQUIREMENTS. / SYSTEM SYSTEM OUGH£N SURFACE OF (£) SLAB OF ICE OUGHEN SURFACE OF (£) SLAB / ROUGHEN SURFACE OF (E) SLAB, ,---ROUGHEN SURFACE OF (£} SLAB, x 2. GOVERNING BUILDING CODE: IBC 2009 2301 Blake Street, Suite 100 CLEAN, AND APPLY BONDING AGENT CLEAN, AND APPLY BONDING AGENT GLEAN, AND APPLY BONDING AGENT CLEAN, AND APPLY BONDING AGENT Denver {E) SlA (E) SLA j T.O.C _ -- -- T.O.C. {E} 5LA -- - T .O.C . (E) S T.O.C. 3. DISCOVERY AND FIELD VERIFICATION Denver, CO 80205 303.861.8555 / x x X x RE: PLAN X X X >< RE: PLAN X x X X RE; PLAN I X X X RE; PLAN Vail Edwards, CO 81632 970.926.8960 �0225 Main Street Unit 0101 A. DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER EXISTING / / / / / //, CONDITIONS WHICH ARE NOT NOW KNOWN OR ARE AT VARIANCE WITH / PROJECT DOCUMENTATION (DISCOVERY). SUCH CONDITIONS MAY INTERFERE 'Q 0 " mil WITH NEW CONSTRUCTION OR REQUIRE PROTECTION AND /OR SUPPORT OF 1 EXISTING WORK DURING CONSTRUCTION, OR MAY CONSIST OF DAMAGE OR DETERIORATION TO STRUCTURAL MATERIALS OR COMPONENTS WHICH COULD REI STRUCTURAL JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDING(S). P.O. BOX 8009 AVON, COLORADO 81620 B. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ALL DISCOVERIES HE 970.748.0711 F.970.748,0722 BELIEVES MAY INTERFERE WITH PROPER EXECUTION OF THE WORK OR CATOR RUMA & ASSOCIATES, CO. JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDINGS) PRIOR TO 896 TABOR STREET PROCEEDING WITH WORK RELATED TO SUCH DISCOVERIES. LAKEWOOD, CO 80401 C. THE STRUCTURAL DOCUMENTS MAY SPECIFY DIMENSIONS, ELEVATIONS AND 303.232.6200 F.303.232.3701 rA ' N SLAB EDGE @ WALL B SLAB EDGE @ ACCESS FLOOR G SLAB EDGE @ ACCESS FLOOR D © SLAB EDGE @ RAMP CONSTRUCTION CONDITIONS TO BE FIELD VERIFIED. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL S2 3/4" = 1' - S2 J 3/4" = 1' -0" S2 3/4" = 1' -0" S2 3/4' = 1' SPECIFIED CONDITIONS PRIOR TO PROCEEDING WITH THE CONSTRUCTION OR FABRICATION OF ANY STRUCTURAL COMPONENTS RELATED TO SUCH CONDITIONS. THIS FIELD VERIFICATION SHALL BE MADE IN A TIMELY MANNER SO AS TO CAUSE NO DELAYS IN EXECUTION OF THE WORK. 4. STRUCTURAL STABILITY DURING CONSTRUCTION A. THE STRUCTURAL DRAWINGS ILLUSTRATE THE COMPLETED STRUCTURE WITH 2x4 CONT KEY ALL ELEMENTS IN THEIR FINAL POSITIONS, PROPERLY SUPPORTED AND DISCONTINUE W.W.F. 0 JOINT BRACED. x x x — w r --x x x B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS c� AND METHODS. ` C. THE CONTRACTOR, IN THE PROPER SEQUENCE, SHALL PROVIDE PROPER SHORING AND BRACING AS MAY BE REQUIRED DURING CONSTRUCTION TO 4' 1' -O" ACHIEVE THE FINAL COMPLETED STRUCTURE, 4 @ 12" O.C. EA. WAY CONSTRUCTION JOINT D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES AS „ , „ MANDATED BY FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS. THE 1 ' x 3' SMOOTH DOWEL CONTRACTOR SHALL EMPLOY A ?COMPETENT PERSON? AS DEFINED IN OSHA 0 REG UBBER FLOOR SYSTEM 4 0 18' O.C. EA. WAY 2 3-0' O.C. N COAT ONE END TO REGULATIONS TO IDENTIFY SAFETY ISSUES. THE CONTRACTOR SHALL `•'' + '•J' ` 0`�� RE: ARCH PREVENT BOND SYNTHETIC ICE FLOOR DISCONTINUE W.W.F. 0 JOINT EMPLOY A ?QUALIFIED PERSON? AS DEFINED IN OSHA REGULATIONS TO� • '• RE: ARCH OUGHEN SURFACE OF (E) SLAB, NEW SLAB E SLAB CLEAN, AND APPLY BONDING AGENT SPECIFY THE RESOLUTION OF SAFETY ISSUES. Q:41 3 T.O.C, x x 5. SUBMITTALS * OUGHEN SURFACE OF (£) SLAB, , . . t „ " .`•• ;..,••• *:' (E) SLA CLEAN, AND APPLY BONDING AGENT / / / / J RE; PLAN #4x1 - 10 DOWELS @ 24 O.C. N A. FURNISH TWO PRINTS OF SHOP AND ERECTION DRAWINGS TO STRUCTURAL T.O.C. 1' -4' 6' DRILL 5 /g0 HOLE IN (E) CONC & DOWELLED ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMIT IN A TIMELY T.O.C. EPDXY GROUT EXP JOINT RE; PLAN x x X » >< X X RE: PLAN MANNER TO PERMIT 10 WORKING DAYS FOR REVIEW BY STRUCTURAL / // • T.O.C. ENGINEER. B. FURNISH TWO SETS OF CONCRETE, GROUT AND MORTAR MIX DESIGNS Ti Q 0000 INCLUDING STRENGTH TEST DATA AND MANUFACTURER'S LITERATURE ON �:�►Ti i�IT n� O° ADMIXTURES FOR REVIEW BY STRUCTURAL ENGINEER NO LATER THAN 2 () s� r • WEEKS PRIOR TO ON -SITE USE OF THESE MATERIALS. "Jill x-- x--- - x- -x -- -x—. -x C. GENERAL AND SUB - CONTRACTOR NOTES: SAWCUT OR PREFORfrIEO 1.) THE GENERAL CONTRACTOR SHALL REVIEW ALL SUBMITTALS PRIOR TO SUBMITTAL FOR REVIEW BY THE STRUCTURAL ENGINEER IN SAW BETWEEN 4 TO 12 ACCORDANCE WITH THE PROJECT SPECIFICATIONS. HOURS AFTER POUR) 2.) THE STRUCTURAL DRAWINGS SHALL NOT BE USED AS BACKGROUNDS FOR SHOP OR ERECTION DRAWINGS. DRAWINGS PREPARED IN THIS MANNER AND SUBMITTED FOR REVIEW TO THE STRUCTURAL ENGINEER WILL BE AN CONSIDERED E SLAB @ TRANSITION F SLAB @ I N FI LL G NEW SLAB C O N N C E SLAB H SLAB-ON-GRADE JOINT DTLS WITH RETU PROJECTDSPECIFICATIONS AS NOT BEING IN CONFORMANCE S2 3 / 4 " = 1' - S2 3/4" = 1' - 0" S2 3/4" = 1' - 0" S2 NO SCALE 6. SPECIAL INSPECTIONS A. SPECIAL INSPECTORS SHALL BE EMPLOYED BY THE OWNER TO INSPECT THE ME WORK POINT OFFSET 1' -1" WORK DURING CONSTRUCTION AS DEFINED AND REQUIRED BY IBC CHAPTER ° 1' NORTH OF COL q " 17. SPECIAL INSPECTIONS SHALL BE MADE OF THE FOLLOWING STRUCTURAL WORK: TOP & BOTT 1. 1704.3 STEEL CONSTRUCTION tn 11' 5" 1' -. _ . - 1 1" 1 " 4' 2. 1704.4 CONCRETE CONSTRUCTION SS5x3 COLUMN j I L RE: PLAN EA. SIDE 7. SLAB -ON -GRADE I I 3 /�x 131 f2x 1 ' -1 1 f2 " I W/ (4) t "0 BOLT HOLES A. THE SLAB -ON -GRADE SELECTED BY THE OWNER AT THE GROUND FLOOR LEVEL " OF THIS BUILDING HAS SOME RISK OF MOVEMENT. IQ � COL ; ` °° N LEVEL BEFORE WELDING IN PLACE TYR SSSx BEAM - B. THE PREPARATION OF THE SUBGRADE FOR THE SLAB -ON -GRADE SHALL BE IN „ STRICT ACCORDANCE WITH THE PROJECT SOILS REPORT; THE CONTRACTOR 1 ( j , RE. PLAN -:--r-- , -- - - 5_ = SHALL DIRECT QUESTIONS REGARDING THE SUBGRADE PREPARATION 3 16 S55x FRAME '7` . _ �, REQUIREMENTS TO THE GEOTECHNICAL ENGINEER. RE: PLAN �- _ _ - _ " FACE OF STUD I - - - - - - o o - $. CONCRETE STEEL COLUMN N RE: P I I 1 , I j j ( I A. ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE UNLESS NOTED. FOR SIZE & ORIENTATION I ( ( I I j j ( I "°° ( I 5S 5x FRAME CLEARLY IDENTIFY INTENDED USE FOR EACH MIX DESIGN SUBMITTED FOR 1 SS5x FRAME TYP APPROVAL. CONCRETE SHALL CONFORM TO THE FOLLOWING TABLE: BASE IE 1 / / -8 / ! I 1 RE; PLAN I I I I W/ (2) %*Ox9" A.S. I ( 5 16 3 SIDES 5S5x3 COLUMN 3) #4 EA. WAY � 5 16 RE: PLAN V ai l EW 1" NON- SHRINK GROUT MAX I j I FOR FULL BEARING SLAB CONNECTION q LIGHT U TYP �� WATER/ SLUMP AM AIR V alle y T.O.C. ( RE: G /S2 I I 3 16 SS 5x FRAME � PSI S�(S f C IN SIZE (1) ica MATCH (E) / >I - X X / / / / / 1 ` - ( 1 �T..O ST . p 10g Os f " - - - - - -- - - - FOOTINGS 4000 6 0.48 3 - 4 1 0 -2 edl .. - - - - - - INTERIOR FLATWORK 4000 6 0.48 2 -4 0.75 0 -2 pp ALL OTHERS NOT NOTED 3000 5.5 0,58 2 -4 0.75 4-6 C e n te r T.O.C NOTES: � � � 109' -p" .._.- �-- - - ---� � -_- C.) -� WISHED CEILING 1. TOTAL AIR CONTENT PERCENTAGE RANGE. CHANGE TO 5 -7 IF EXPOSED TO FREEZING TEMPERATURES. 4" 12" 4' EQ EQ 12" !_____ __ -- -- MIN MI STEADMAN PHILLIPOrN 2' -O' MI MIN LATES AND BOLTS BY OTHERS B. ALL CONCRETE IN CONTACT WITH SOILS SHALL USE TYPE I -II CEMENT. RAME WORK POINT OFFSET ROPPED CEILING COVER C. REINFORCING: MILD STEEL REINFORCING SHALL BE ASTM A615 WITH A RESEARCH INSTITUE 1 SOUTH OF COL MINIMUM YIELD STRENGTH 60 KSI, EXCEPT WHERE NOTED AS 40 KSI. ALL K' T ' � POST BASE t SLAB K ENLARGED FRAME PLAN KT COLUMN FRAME CONNECTION rM SURGICAL LIGHT SUPPORT REINFORCING REQUIRING WELDING SHALL CONFORM TO ASTM A706. WELDED RESEARCH S2 3/4" = 1' -0" S2 3/4" = 1' -0" S2 3/4" = 1' -0" S2 3/4" = 1' -0" WIRE FABRIC SHALL CONFORM TO ASTM A185. D. REINFORCEMENT PROTECTION LABO RATORY 1. CONCRETE PLACED AGAINST EARTH ....................... 3" 2. CONCRETE PLACED IN FORMS BUT EXPOSED TO WEATHER OR EARTH: a. BARS #5 AND SMALLER ........................ 1 -1/2" b. BARS #6 AND LARGER ............................. 2 BASEMENT L Elf E T E. NO SPLICES OF REINFORCEMENT PERMITTED EXCEPT AS DETAILED OR AUTHORIZED BY STRUCTURAL ENGINEER. MAKE BARS CONTINUOUS AROUND CORNERS. WHERE PERMITTED, SPLICES MADE BY CONTACT LAPS, SHALL BE 1 W. Meadow Drive 36 BAR DIAMETERS MINIMUM. F. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AT Vail, Colorado POSITIONS SHOWN ON PLANS AND DETAILS. 81657 G. PROVIDE SLEEVES FOR ALL PIPES PLACED THROUGH CONCRETE. H. ENSURE HORIZONTAL CONTINUITY BY PROVIDING CORNER BARS AT WALL CORNERS AND INTERSECTIONS. UNLESS DETAILED OTHERWISE, CORNER BARS SHALL MATCH SIZE AND SPACING OF HORIZONTAL REINFORCING AND EXTEND A MINIMUM OF 36 BAR DIAMETERS BEYOND THE CORNER. 1. WIRE FABRIC REINFORCEMENT: LAP ONE AND A HALF MESH WIDTHS AT SPLICES AND WIRE TOGETHER. • 9. STRUCTURAL STEEL Sheet Title: A. STRUCTURAL STEEL: MINIMUM YIELD STRENGTH 50 KSI FOR WIDE DETAILS FLANGES; 35 KSI (ASTM A53) FOR PIPES; 46 KSI FOR TUBES; 36 KSI ALL ELSE, UNLESS NOTED OTHERWISE. B. MINIMUM WELDS: AISC SPECIFICATION, NOT LESS THAN 3/16" FILLET, CONTINUOUS UNLESS OTHERWISE NOTED, C. ALL GROOVE WELDS TO BE FULL PENETRATION UNLESS NOTED. D. WELDERS: HAVE CURRENT EVIDENCE OF PASSING THE APPROPRIATE A.W.S. QUALIFICATION TESTS. Permit Set 30 JUNE 2010 E, SEE ARCHITECTURAL DRAWINGS FOR NAILER HOLES; ATTACHMENTS, ETC. Sheet Number: F. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE AISC SPECIFICATIONS AND CODE OF STANDARD PRACTICE AND WITH OSHA REGULATIONS, LATEST EDITIONS. REI Project: 09030.3 COPYRIGHT 2010. DAVIS PARTNERSHIP. P.C. PLUMBING LEGEND (Not all symbols listed below ere used on these drawings) ►• HVAC GENERAL LEGEND AO :• 1 (Not oil symbols listed below are used on these drawings) (Not all symbols listed below ere used on these drawings) 11110 ACCESORY CONNECTIONS DESCRIPTION SYMBOL DESCRIPTION DESCRIP11ON SUPPLY FAN START / STOP i X SUPPLY FAN STATUS Fit X I.R. / BATTERY 0 mm a♦ HEAT RECOVERY RE7URN PIPW .•ra `a• « `. a a► r• a e 3• ► .. MANUFACTURER �� ► yr � r ► • �� CW HW ♦ ! ► HOT WATER CONTROL VALVE WATER CLOSET KOHLER X COOLING COIL DRAIN PAN PIPW of SLOAN OPTIMA PLUS 8111 -YO CHILLED WATER CONTROL VALVE I.R. I BATTERY �� ` a as . NIA ��® «. «a •.ar ♦a• 'III ©'� X f •' � .. •� r- HRR TEMPERATURE X K- 4670 -SA TOILET SEAT L -1 (ADA) LAVATORY OUTSIDE AIR DAMPER K- 2202 -4 COUNTER MOUNTED VITREOUS CHINA :f CHICAGO FAUCET 420-CP 1 EXHAUST AIR DAMPER 1 V2" 1/2" X RE: ARCH. DWGS FOR MTG. HT. & LOC. K_1 (ADA) DUCT MOUNTED ELKAY RETURN AIR DAMPER SELF - RIMMING, STAINLESS STEEL 22" X 22 "" X 61/2" X 895- 317GN2AE29CP RE: SPEC 2" OUTSIDE AIR TEMPERATURE X 1/2" RE: ARCH. DWGS FOR MTG. LOC. OFF- CENTER DRAIN RETURN AIR TEMPERATURE X MIXED AIR TEMPERATURE X S - 2 (ADA) 1 COMPT. SINK ELKAY LRAD2222 W1 3 - HOLE PUNCH SELF- RIMMING, STAINLESS STEEL SUPPLY AIR TEMPERATURE X 947 GN8AE3CP RE: SPEC 2" 1 112" 1/2" DUCT SMOKE DETECTOR RE: ARCH. DWGS FOR MTG. LOC. X OFF - CENTER DRAIN X ( FREEZESTAT FILTER dP SWITCHES X STURDIBILTSS8248 S-3 Ali a• lap ♦ 1 W13 - HOLES (SEE CUT -SHEET FOR 1118" DIA. STAINLESS STEEL SCULLERY SINK `. CHICAGO FAUCET 631- GN8AE3CP FAUCETAND 16.124.21.1 HANDS FREE FAUCET RE: SPEC I.R HARD WIRED 2'" 1 1/2" 1/2" EA. 112" EA. PROVIDE WITH (2) ELKAY NO. LK87RT DRAIN HOLE LOCATION) It LWI.W141111 W /12 V AC TRANSFORMER FAUCET FAUCET FITTING /OVERFLOW SS (ADA) 1 COMPT. SINK ELKAY ELVW02219 WI 1 -HOLE PUNCH SELF RIMMING, STAINLESS STEEL 22 "X 91" CHICAGO FAUCET 116.432.AB.1 HYTRONIC BATTERY RE: SPEC I.R. / BATTERY 2" 11/2" 1/2" 1/2" RE: ARCH. DWGS FOR MTG. LOC. IN OFF - CENTER DRAIN X 51/2," I.R. FAUCET FDA ® •' of A ♦ ♦• a A •` ' ► 1"y S U PP LY D EVICE N/A NIA NIA RE: PLUMBING LEGEND (Not all symbols listed below ere used on these drawings) ►• HVAC LEGEND AO :• 1 (Not oil symbols listed below are used on these drawings) FIXTURE 11110 ACCESORY CONNECTIONS SYMBOL DESCRIPTION REQUIREMENTS SUPPLY FAN START / STOP i X SUPPLY FAN STATUS Fit X I.R. / BATTERY 0 mm a♦ HEAT RECOVERY RE7URN PIPW .•ra `a• « `. a a► r• a e 3• ► .. MANUFACTURER �� ► yr � r ► • �� CW HW ♦ ! ► HOT WATER CONTROL VALVE WATER CLOSET KOHLER X COOLING COIL DRAIN PAN PIPW of SLOAN OPTIMA PLUS 8111 -YO CHILLED WATER CONTROL VALVE I.R. I BATTERY CONDENSER WATER SUPPLY PIPING X 1 "" NIA �IIII ©I� CONDENSER WATER RETURN PIPING 'III ©'� X f •' � .. •� r- HRR TEMPERATURE X K- 4670 -SA TOILET SEAT L -1 (ADA) LAVATORY OUTSIDE AIR DAMPER K- 2202 -4 COUNTER MOUNTED VITREOUS CHINA :f CHICAGO FAUCET 420-CP 1 EXHAUST AIR DAMPER 1 V2" 1/2" X RE: ARCH. DWGS FOR MTG. HT. & LOC. K_1 (ADA) DUCT MOUNTED ELKAY RETURN AIR DAMPER SELF - RIMMING, STAINLESS STEEL 22" X 22 "" X 61/2" X 895- 317GN2AE29CP RE: SPEC 2" OUTSIDE AIR TEMPERATURE X 1/2" RE: ARCH. DWGS FOR MTG. LOC. OFF- CENTER DRAIN RETURN AIR TEMPERATURE X MIXED AIR TEMPERATURE X S - 2 (ADA) 1 COMPT. SINK ELKAY LRAD2222 W1 3 - HOLE PUNCH SELF- RIMMING, STAINLESS STEEL SUPPLY AIR TEMPERATURE X 947 GN8AE3CP RE: SPEC 2" 1 112" 1/2" DUCT SMOKE DETECTOR RE: ARCH. DWGS FOR MTG. LOC. X OFF - CENTER DRAIN X ( FREEZESTAT FILTER dP SWITCHES X STURDIBILTSS8248 S-3 Ali a• lap ♦ 1 W13 - HOLES (SEE CUT -SHEET FOR 1118" DIA. STAINLESS STEEL SCULLERY SINK `. CHICAGO FAUCET 631- GN8AE3CP FAUCETAND 16.124.21.1 HANDS FREE FAUCET RE: SPEC I.R HARD WIRED 2'" 1 1/2" 1/2" EA. 112" EA. PROVIDE WITH (2) ELKAY NO. LK87RT DRAIN HOLE LOCATION) It LWI.W141111 W /12 V AC TRANSFORMER FAUCET FAUCET FITTING /OVERFLOW SS (ADA) 1 COMPT. SINK ELKAY ELVW02219 WI 1 -HOLE PUNCH SELF RIMMING, STAINLESS STEEL 22 "X 91" CHICAGO FAUCET 116.432.AB.1 HYTRONIC BATTERY RE: SPEC I.R. / BATTERY 2" 11/2" 1/2" 1/2" RE: ARCH. DWGS FOR MTG. LOC. IN OFF - CENTER DRAIN X 51/2," I.R. FAUCET FDA ® •' of A ♦ ♦• a A •` ' ► 1"y S U PP LY D EVICE N/A NIA NIA RE: 2" RETURN/ DR41ST AIR W ACE 5" MINIMUM STRAINER SIZE, ROUND GRATE PLANS MIN. EW -1 EYE/ FIXTUREASH BRADLEY S19 -270JW WALL-MOUNTED, SWING DOWN _ BRADLEY S19 -2000 MIXING VALVE NIA - PLUMBING LEGEND (Not all symbols listed below ere used on these drawings) LABORATORY/MEDICAL SERVICES LEGEND ►• DESCRIPTION DESCRIPTION AO :• 1 COMMENTS FIXTURE AIR HANDLING UNIT (AHU -11, RF -11) ACCESORY CONNECTIONS SYMBOL REQUIREMENTS SUPPLY FAN START / STOP i X SUPPLY FAN STATUS X I.R. / BATTERY 0 mm a♦ � .•ra `a• « `. a a► r• a e 3• ► .. MANUFACTURER �� ► yr � r ► • �� CW HW ♦ ! ► HOT WATER CONTROL VALVE WATER CLOSET KOHLER X FLOOR MTD., SIPHON JET, ELONGATED BOWL SLOAN OPTIMA PLUS 8111 -YO CHILLED WATER CONTROL VALVE I.R. I BATTERY 4" X 1 "" NIA �IIII ©I� 141 1' :• , f' 1 'III ©'� X f •' � .. •� r- HRR TEMPERATURE X LABORATORY/MEDICAL SERVICES LEGEND ::- :• DESCRIPTION AO DO DESCRIPTIO COMMENTS FIXTURE AIR HANDLING UNIT (AHU -11, RF -11) ACCESORY CONNECTIONS SYMBOL REQUIREMENTS SUPPLY FAN START / STOP i X SUPPLY FAN STATUS X I.R. / BATTERY 0 mm a♦ � .•ra `a• « r ► r r• rear a• MANUFACTURER �� ► yr � r ► • �� CW HW ♦ ! ► HOT WATER CONTROL VALVE WATER CLOSET KOHLER X FLOOR MTD., SIPHON JET, ELONGATED BOWL SLOAN OPTIMA PLUS 8111 -YO CHILLED WATER CONTROL VALVE I.R. I BATTERY 4" X 1 "" NIA PROVIDE WIKOHLER HEAT RECOVERY CONTROL VALVE X HRR TEMPERATURE X K- 4670 -SA TOILET SEAT L -1 (ADA) LAVATORY OUTSIDE AIR DAMPER K- 2202 -4 COUNTER MOUNTED VITREOUS CHINA X CHICAGO FAUCET 420-CP RE: SPEC EXHAUST AIR DAMPER 1 V2" 1/2" X RE: ARCH. DWGS FOR MTG. HT. & LOC. K_1 (ADA) DUCT MOUNTED ELKAY RETURN AIR DAMPER SELF - RIMMING, STAINLESS STEEL 22" X 22 "" X 61/2" X 895- 317GN2AE29CP RE: SPEC 2" OUTSIDE AIR TEMPERATURE X 1/2" RE: ARCH. DWGS FOR MTG. LOC. OFF- CENTER DRAIN RETURN AIR TEMPERATURE X MIXED AIR TEMPERATURE X S - 2 (ADA) 1 COMPT. SINK LABORATORY/MEDICAL SERVICES LEGEND ::- :• DESCRIPTION AO DO DESCRIPTIO COMMENTS FIXTURE AIR HANDLING UNIT (AHU -11, RF -11) ACCESORY CONNECTIONS SYMBOL REQUIREMENTS SUPPLY FAN START / STOP X SUPPLY FAN STATUS X I.R. / BATTERY 0 mm a♦ � .•ra `a• « r ► r r• rear a• MANUFACTURER �� -a- ♦ X WASTE VENT CW HW HOT WATER CONTROL VALVE WATER CLOSET KOHLER X FLOOR MTD., SIPHON JET, ELONGATED BOWL SLOAN OPTIMA PLUS 8111 -YO CHILLED WATER CONTROL VALVE I.R. I BATTERY 4" X 1 "" NIA PROVIDE WIKOHLER HEAT RECOVERY CONTROL VALVE X i . , PO HEATING COIL (ALL) M SENSOR TROL VALVE 1. CONNECT TO JCI METASYS SYSTEM. X X - EXISTING POINT - NEW POINT PLUMBING FIXTURE & EQUIPMENT SCHEDULE DESCRIPTION At DI AO DO DEVICE COMMENTS FIXTURE AIR HANDLING UNIT (AHU -11, RF -11) ACCESORY CONNECTIONS SYMBOL REQUIREMENTS SUPPLY FAN START / STOP X SUPPLY FAN STATUS X I.R. / BATTERY RETURN FAN START / STOP FIXTURE NAME MANUFACTURER X TYPE SIZE MANUFACTURER RETURN FAN STATUS SUPPLY X WASTE VENT CW HW HOT WATER CONTROL VALVE WATER CLOSET KOHLER X FLOOR MTD., SIPHON JET, ELONGATED BOWL SLOAN OPTIMA PLUS 8111 -YO CHILLED WATER CONTROL VALVE I.R. I BATTERY 4" X 1 "" NIA PROVIDE WIKOHLER HEAT RECOVERY CONTROL VALVE X HRR TEMPERATURE X K- 4670 -SA TOILET SEAT L -1 (ADA) LAVATORY OUTSIDE AIR DAMPER K- 2202 -4 COUNTER MOUNTED VITREOUS CHINA X CHICAGO FAUCET 420-CP RE: SPEC EXHAUST AIR DAMPER 1 V2" 1/2" X RE: ARCH. DWGS FOR MTG. HT. & LOC. K_1 (ADA) DUCT MOUNTED ELKAY RETURN AIR DAMPER SELF - RIMMING, STAINLESS STEEL 22" X 22 "" X 61/2" X 895- 317GN2AE29CP RE: SPEC 2" OUTSIDE AIR TEMPERATURE X 1/2" RE: ARCH. DWGS FOR MTG. LOC. OFF- CENTER DRAIN RETURN AIR TEMPERATURE X MIXED AIR TEMPERATURE X S - 2 (ADA) 1 COMPT. SINK ELKAY LRAD2222 W1 3 - HOLE PUNCH SELF- RIMMING, STAINLESS STEEL SUPPLY AIR TEMPERATURE X 947 GN8AE3CP RE: SPEC 2" 1 112" 1/2" DUCT SMOKE DETECTOR RE: ARCH. DWGS FOR MTG. LOC. X OFF - CENTER DRAIN X ( FREEZESTAT FILTER dP SWITCHES X STURDIBILTSS8248 HEATING COIL (ALL) M SENSOR TROL VALVE 1. CONNECT TO JCI METASYS SYSTEM. X X - EXISTING POINT - NEW POINT PLUMBING FIXTURE & EQUIPMENT SCHEDULE ELECTRICAL FIXTURE FITTINGS ACCESORY CONNECTIONS SYMBOL REQUIREMENTS I.R. / BATTERY REMARKS FIXTURE NAME MANUFACTURER MODEL TYPE SIZE MANUFACTURER MODEL SUPPLY OR HARD WIRED WASTE VENT CW HW WC-1 (ADA) WATER CLOSET KOHLER K-4368 FLOOR MTD., SIPHON JET, ELONGATED BOWL SLOAN OPTIMA PLUS 8111 -YO NIA I.R. I BATTERY 4" 2" 1 "" NIA PROVIDE WIKOHLER 1.6 GPF K- 4670 -SA TOILET SEAT L -1 (ADA) LAVATORY KOHLER K- 2202 -4 COUNTER MOUNTED VITREOUS CHINA 19" DIA. CHICAGO FAUCET 420-CP RE: SPEC 2" 1 V2" 1/2" 1/2" RE: ARCH. DWGS FOR MTG. HT. & LOC. K_1 (ADA) 1 COMPT. SINK ELKAY LRAD2222 W/ 2 -HOLE PUNCH SELF - RIMMING, STAINLESS STEEL 22" X 22 "" X 61/2" CHICAGO FAUCET 895- 317GN2AE29CP RE: SPEC 2" 11/2" 112" 1/2" RE: ARCH. DWGS FOR MTG. LOC. OFF- CENTER DRAIN S - 2 (ADA) 1 COMPT. SINK ELKAY LRAD2222 W1 3 - HOLE PUNCH SELF- RIMMING, STAINLESS STEEL 22 "X 22" X 61/2," CHICAGO FAUCET 947 GN8AE3CP RE: SPEC 2" 1 112" 1/2" 1/2" RE: ARCH. DWGS FOR MTG. LOC. OFF - CENTER DRAIN STURDIBILTSS8248 S-3 2 COMPT. SINK ELKAY W13 - HOLES (SEE CUT -SHEET FOR 1118" DIA. STAINLESS STEEL SCULLERY SINK 51 "X 24" CHICAGO FAUCET 631- GN8AE3CP FAUCETAND 16.124.21.1 HANDS FREE FAUCET RE: SPEC I.R HARD WIRED 2'" 1 1/2" 1/2" EA. 112" EA. PROVIDE WITH (2) ELKAY NO. LK87RT DRAIN HOLE LOCATION) X 14"" DP, W /12 V AC TRANSFORMER FAUCET FAUCET FITTING /OVERFLOW SS (ADA) 1 COMPT. SINK ELKAY ELVW02219 WI 1 -HOLE PUNCH SELF RIMMING, STAINLESS STEEL 22 "X 91" CHICAGO FAUCET 116.432.AB.1 HYTRONIC BATTERY RE: SPEC I.R. / BATTERY 2" 11/2" 1/2" 1/2" RE: ARCH. DWGS FOR MTG. LOC. OFF - CENTER DRAIN X 51/2," I.R. FAUCET FDA FLOOR/ SHOWER DRAIN JAY R. SMITH 2005 CAST IRON DRAIN RE: ROUND OR SQUARE N/A NIA NIA RE: 2" 5" MINIMUM STRAINER SIZE, ROUND GRATE PLANS MIN. EW -1 EYE/ FIXTUREASH BRADLEY S19 -270JW WALL-MOUNTED, SWING DOWN _ BRADLEY S19 -2000 MIXING VALVE NIA - - 1/2!' 1/2" RE: ARCH. DWGS FOR MTG. HT. & LOC. 1. REFER TO GENERAL SPECIFICATIONS FOR WATER CLOSETS, URINALS, LAVATORY$, SINKS AND MISC. FIXTURE REQUIREMENTS. 2. GRAB BARS BY ARCHITECT. 3. THIS SCHEDULE INCLUDES ITEMS THAT MAY NOT BE INCLUDED IN THE DRAWING DOCUMENTS 5440- 11 NNENN EN NI N MENNIN anoms DAVIS P j it R i ARCHITECTS Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 1 0225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960 •�pffl� REI STRUCTURAL P.O. BOX 8009 AVON, COLORADO 81620 970.748.0711 F.970.748.0722 CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET LAKEWOOD, CO 80401 303.232.6200 F.303.232.3701 " .D Issue /Revisions]Date ENo... • f � 1 Project infarmatian . V a il Vall M e a STE MA N-PH P ON RESEARCH INSTITUTE R ESE AR CH �:. 7 Or M eadow 181 W. D rive V ail , Colorado 816 Sheet Information Sheet Title: TOV Comments 20 AUG 2010 Sheet Number: Cator, Ruma & Assoc. FILENAME: P: \VVMC \2010 -159 SPRI RESEARCH LAB \CAD \MECH \P- MLSD.DWG _ M1.0 PLOT: 09/08/2010 0 11: 26am REV: 09/08/2010 CAD: LKL XREF: tb.dwg DPA Project: 10907.00.000 COPYRIGHT 2010 -DAVIS PARTNERSHIP, P.C. INSTALLATION NOTE: M.C. SHALL PROVIDE & INSTALL HWR MAIN HWS MAIh17 ADD111ONAL STEEL MULLIONS PER PLUG VALVE AND VENTURI FOR STEEL FIRE DAMPER SLEEVE, MFR INSTALLATION INSTRUCTIONS PIPING 2 -1/2' AND LARGER. PROVIDE SLEEVE GAUGE s FOR MULTIPLE FIRE DAMPER CALIBRATED BALANCING VALVE THICKNESS PER MFR'S ASSEMBLIES. FOR 2' AND SMALLER INSTALLATION INSTRUCTIONS MAINTAIN EXPANSION MANUAL CLEARANCE PER MFR'S NOTE: VENT VALVE J INSTALLATION INSTRUCTIONS ARRANGE PIPING TO HWR ALLOW COIL REMOVAL UNION OR FLANGE Mm FOR STEEL PIPE ONLY. NOT REQUIRED BREAKAWAY JOINTS, FOR COPPER (TYP.) II I P"N fill BOTH SIDES OF HOT WATER DAMPER SLEEVE COIL FIRE DAMPER C_ +�EJ -` -- P/T AIR FLOW PROVIDE MULTIPLE ACCESS DOORS FOR DUCTWORK 60' OR WIDER OR AIR ON SIDE OF DUCT WHEN REQUIRED -� TO PROVIDE ADEQUATE ACCESS TO FLOW FIRE DAMPER P/T MOUNTING/RETAINING ANGLES FOR HORIZONTAL FIRE DAMPERS C fill INSTALLED PER MFR'S LOCATE DUCT ACCESS DOOR FROM INSTALLATION INSTRUCTIONS ABOVE TO ACCESS NEGATOR CLOSURE SPRING DUCT ACCESS DOOR NO • 3/4' DRAIN VALVE WITH NQTE: LEAVING AIR SIDE COIL. HOSE END AND CAP VERTICAL TYPE FIRE DAMPER SHOWN. FOR HORIZONTAL TYPE, TURN ASSEMBLY 90' AND PROVIDE W/NEGATOR CLOSURE SPRING. FIRE DAMPER DUCT HEATING COIL INSTALLATION DETAIL INSTALLATION DETAIL SCALE: NONE 910 - SCALE- NONE 830 - 41 MAIN DUCT SUPPLY AIR FLOW BELLMOUTH TYPE SPIN -IN WITH BUTTERFLY TYPE MVD FLEXIBLE DUCT (MAX. 6' -0 ") SHEET METAL SUPPORT ®3' -0' Q.C. --�- BRANCH DUCT LONG RADIUS RETURN OR EXHAUST ---- 45' MAXIMUM AIR FLOW CEILING A BRANCH DUCT T -BAR OR LAY -IN FRAME FOR HARD CEILING. LAY -IN AIR DEVICE SUPPLY AIR FLOW RETURN OR EXHAUST AIR FLOW NOTE. CEILING DIFFUSER SHOWN! REGISTERS AND GRILLES SIMILAR. AIR DEVICE DETAIL DUCT TAKE -OFF DETAIL SCALE: NONE 932 -125 SCALE: NONE 9 €0 -2 r PRESSURE u RELIEF ADJUSTABLE TYPE CEANOUT FINISHED FLOOR 0-150 PSI 0--100 PSI FLUSH W /FINISHED FLOOR SEE SPECIFICATIONS. -•OWN LA LA -� COMBINATION Y & 1 BEND FITTING --�. FLEX CONN. TYP. 3/4' -AIR INTAKE DESSICANT FILTERS FLOW 14- (PACKAGED) e--,C 1 1 ::3 DUPER E WASTE /VENT PIPING FLOOR CANOUT (FCO) %2= ES } I (PACKAGED) I I I ( I THAN DE EXTENSION IF GREATER CONTROL PANEL (PACKAGED) PROVIDE MIN. 36' GEAR SPACE IN FRONT OF PANEL. AIR RECEVER DEW POINT SINGLE POINT TANK MONITOR i 1 POWER CONNECTION. - --� W /AUTQ -DRAIN (PACKAGED) I (PACKAGED) I 0 0 0 3 WALL PLATE, CHROME PLATED (SEE SPECS) o® !j C} WALL OPENING SHALL BE 1' LARGER s - THAN PLUG DIAMETER THREADED BRASS ROD OR MACHINE SCREW RIGID BASE 4 "HIGH CONIC. PAD FLOOR Li CEANOUT TEE W/TAPER THREADED WALL CEANOUT (WCO) BRASS PLUG LABORATORY AIR CO CLEANOUT DETAIL CO SSOR DETAIL SCALE NONE SCAE: NONE 420_8 SEE PLANS FOR 2" CONTINUATION EXHAUST STRUCTURAL HANGER LVAC -r (TYP. OF 4) 1 1 /2' 18 GA. POLISHED STAINLESS STEEL PANEL 24'W X 481G. CONTROL •' PANEL SIDE VIEW ELECTRICAL PLUG RE: ELECT. PLANS LAB VACUUM HOSE ASS'Y (TYP. OF 4) CHEMETRON NO. 15-20 -0601 421G. DATA PORT - RE: ELECT. PLANS (TYP. OF 2) (TYP. OF 2) iJ iJ O Re AUTO -TANK DRAIN t_7 Q TO FLOOR DRAIN O 0 Li FLOOR - - , - - O ❑ `- FLOOR DRAIN VACUUM PUMP ASSEMBLY 4" HIGH CONCRETE PAD C' C TAB AIR HOSE ASS'Y BOTTOM VIEW 1/2" COLD WATER SUPPLY HORIZONTAL OR VERTICAL RECIEVER TANK W /��T CT VALE AND Q UICK CiEMETRON NO. i5- 3G3 -�Oi 42'LG. DISCONNECT HOSE CONNECTION (TYP. OF 2) (TYP. OF 2) LAB VACUUM PUMP DETAIL (LVAC-1) CEILING PANEL DETAIL SCALE: NONE 485 -2 SCALE: NONE 420 -8 Cotor, Rumo & Assoc. FIENAME:P: \VVMC \2010 -159 SPRI RESEARCH LAB \CAD \MECH \P- MLSD.DWG - M1.1 PLOT: 09/08/2010 ® 11:26om REV. 09/08/2010 CAD: LKL XREF: tb.dwg DUCT HEATING COIL (HOT WATER) DESIG. MFR MODEL SERVICE LOCATION INSIDE COIL DIMENSIONS NO. OF ROWS CFM AT 8150' AIR AP IN.W.C. MBH EAT DEG. F LAT DEG. F GPM WATER AP FT.W.C. CONTROL REMARKS DHC -11 TEMTROL 4WC MOTIONS LAB 002 24120 2 1980 0.23 71.3 55 100 7.1 5 DDC / BAS 12112 NECK, 24124 MODULE DHC -12 TEMTROL 4WC MACHINE SHOP 005 14113 2 600 0.15 21.6 55 100 2.2 5 DDC / BAS LAY -IN DHC -13 TEMTROL 4WC FELLOWS 004 12 112 2 350 0.10 12.6 55 100 1.3 5 DDC / BAS 48/24 MODULE DHC -14 TEMTROL 4WC WAITING HALL 12112 2 360 0.10 13.0 55 100 1.3 5 DDC / BAS SURFACE DHC -15 TEMTROL 4WC OFFICE 008 12112 2 460 0.16 16.6 55 100 1.7 5 DDC / BAS DHC -16 TEMTROL 4WC CONFERENCE 009 12112 2 310 0.10 11.2 55 100 1.1 5 DDC / BAS DHC -17 TEMTROL 4WC BIO TESTING 012 28115 2 1750 0.23 63.0 55 100 6.3 5 DDC 1 BAS DHC -18 TEMTROL 4WC IN VITRO 013 22/14 2 1200 0.23 43.2 55 100 4.3 5 DDC / BAS DHC -19 TEMTROL 4WC BIO SKILLS 45/15 2 2800 0.23 100.8 55 100 1 10.1 5 DDC / BAS 1. HOT WATER FLUID IS WATER. HWS =140 OF, HWR =120 °F. 2. COIL SHALL BE SERPENTINE TYPE, CONSTRUCTED OF 1/2" Q.D. COPPER TUBES MECHANICALLY BONDED TO ALUMINUM TUBES, GALVANIZED STEEL CASINGS. 3. COILS SHALL BE DESIGNED FOR 200 PSIG WORKING PRESSURE AND 200 OF OPERATING TEMPERATURE. 7/2212010 14:06 AIR DEVICE SCHEDULE DESIG. MFR. TYPE MODEL FRAME MATERIAL FINISH DAMPER ACCESS. REMARKS MFR. DUTY AT DESIG. MFR. MODEL SERVICE TYPE FLOW A TITUS MODULAR CORE MCD LAY -IN STEEL WHITE MVD - 12112 NECK, 24124 MODULE (CFM) DIFFUSER SIZE (IN) 8.8 13 208/3 BH -1 KEES S-3 B TITUS EGGCRATE RETURN 50F LAY -IN ALUMINUM WHITE MVD - 1/2x112x1 CORE C TITUS LAMINAR FLOW TLF LAY -IN STEEL WHITE MVD - 48/24 MODULE D TITUS EXHAUST GRILLE 23R SURFACE STEEL WHITE MVD - E TITUS SUPPLY GRILLE 272RL SURFACE ALUMINUM WHITE MVD - NOTES: 1. ALL MANUAL VOLUME DAMPERS (MVD) SHALL BE DUCT MOUNTED. 2. FOR A HARD CEILING, PROVIDE A LAY -IN ADAPTOR. 7122/2010 14:06 DUCT PRESSURE CLASSIFICATION SCHEDULE DUCT TYPE ( PRESSURE CLASS ! REMARKS LOW PRESSURE SUPPLY + 2,0" LOW PRESSURE RETURN / EXHAUST - 2.0" RETURN / EXHAUST FAN DISCHARGE + 2.0" L126 BENCH HOOD SCHEDULE SCFM BENCH ELECT AIR DESIG. DUCT MFR. DUTY AT DESIG. MFR. MODEL SERVICE LENGTH FLOW NO. OF CONNECT. MATERIAL FINISH REMARKS VOLT /PH HP LENGTH LOCATION (IN) (CFM) SLOTS SIZE (IN) 8.8 13 208/3 BH -1 KEES S-3 IN VITRO 013 48 1400 2 18"x12" 304 SS, 18 POLISHED NOTES 1. PROVIDE WITH AUTO TANK DRAIN, DESICCANT AIR DRYER (18 SCFM) AND LABORATORY SYSTEM PACKAGING. 2. PROVIDE WITH PREMIUM EFFICIENT MOTORS. NOTES: 1. BENCH HOOD SHALL COMPLY WITH ACGHI INDUSTRIAL VENTILATION 21 EDITION FIGURE VS -90 -01. SIZE SLOTS FOR 2,000 FPM. 2. PROVIDE HOOD WITH SIDE SKIRTS AND WALL BRACKETS. Y22/2010 14:06 LAB AIR COMPRESSOR SCHEDULE SCFM RECEIVER ELECT DIMENSIONS DESIG. DESIG. MFR. DUTY AT CAPACITY REMARKS REMARKS HP CAPACITY 100 PSI (GAL) VOLT /PH HP LENGTH WIDTH HEIGHT LA -1 (DUPLEX) POWEREX LAB 8.8 13 208/3 (2) 3 34" 21" 33" SEE NOTES 1,2 NOTES 1. PROVIDE WITH AUTO TANK DRAIN, DESICCANT AIR DRYER (18 SCFM) AND LABORATORY SYSTEM PACKAGING. 2. PROVIDE WITH PREMIUM EFFICIENT MOTORS. !221201014:06 LAB VACUUM PUMP SCHEDULE RECEIVER DESIG. MFR. MODEL SERVICE SCFM @ 19" HG MINIMUM GALLON REMARKS HP CAPACITY LVAC -1 (DUPLEX) POWEREX VVTD0303 LAB 17 (2) 3 80 SEE NOTES 1,2 1. PROVIDE WITH HIGH DISCHARGE AIR TEMP. SHUTDOWN ALARM, INTERNAL RECEEVER TANK LINING AND TANK SIGHT GAUGE. 2. PROVIDE WITH PREMIUM EFFICIENT MOTORS. 7/22/2010 14:06 llamas monow goals soon WE I VM INN 9: af Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 0225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960 REI STRUCTURAL P.O. BOX 8009 AVON, COLORADO 81620 970.748.0711 F.970.748.0722 CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET LAKEWOOD, CO 80401 303.232.6200 F.303.232.3701 ISSue /Revisions Date Wo. T OV CO MMENTS i Project Information" V V M e i M eadow 181 W. - C olorado 816 Sheet Information MECHANICAL SCHEDULES • DETA TOV Comments 20 AUG 2010 Sheet Number: N l DPA Project: 10907.00.000 COPYRIGHT 2010.OAVIS PARTNERSHIP. P.G. DRAIN CONNECTION mm. UNION �i NOTES NEAREST FLOOR 4 1. ALLOW SUFFICIENT SPACE BELOW DRAIN PAN FOR TRAP. SINK 0 2. PITCH DRAIN FOR PROPER RUN -OFF. 3. MANUALLY PRIME TRAP BEFORE START -UP TO FORM SEAL. 4. SUPPORT DRAIN LINES TO PREVENT SAG AND CONDENSATE OVERFLOW. 5. DRAIN SHALL BE 3/4" MINIMUM AND SHALL NOT DECREASE IN SIZE FROM THE DRAIN PAN CONNECTION TO THE DRAIN OUTLET. MINIMUM DIMENSIONS CONFIGURATION A B DRAW THRU X + 2" X BLOW THRU 1" 2X WHERE X = MAX. STATIC PRESSURE IN PAN (IN.W.C.) PITCH AT CLEAN PER FT. OUT DRAIN PIPE 3/4" PUMP SCHEDULE FAN AIR HANDLING UNIT SCHEDULE MAX. TOTAL VIBRATION SUCTION DISCHARGE FAN DATA DESIG. MFR. MODEL PUMP TYPE SERVICE OPER. TEMP. GPM DYNAMIC EFF. MIN. RPM ISOLATOR SIZE SIZE CONTROL REMARKS DIMENSIONS MIN. ISOLATOR DRIVE DESIG. °F AIR STREAM HEAD FT. % HP FAN WHEEL DIA.1 TYPE TYPE IN. IN. COIL CFM FACE AREA SF rHRP- 11 BELL & GOSSETT S 1R1 /2x7 0, IN -LINE RECOVERY 225 60 25 53 2 N 1750 - 1.5 1.5 DDC / BAS H" 2112 d� I� J CL a �.. - <>- ' 4 W V z 0 w ' 0 i HEAT RECOVEI PUMP EXPANSIC TANK • aa1 a' : • h i • a 320 3' • • M 11 1 We HWR P/T C FULL BYP, HWR MAIN PLUG VALVE AND VENTURI FOR PIPING 2 -1/2" AND LARGER. MANUAL CALIBRATED BALANCING VALVE VENT VALVE FOR 2" AND SMALLER 1.1_! AIR HOT �- WATER FLOW COIL NOTE: INSTALL HWS PIPING ON LEAVING AIR SIDE OF CC (TYP -) P/T G HWS MAIN DRAIN VALVE WITH HOSE END CONNECTION AND CAP mT MAINTAIN EXPANSION CLEARANCE PER MFR'S INSTALLATION INSTRUCTIONS MANUAL RESET THERMAL SWITCH Fol • �• . a . , u� PROVIDE MULTIPLE ACCESS DOORS FOR DUCTWORK 60" OR WIDER OR ON SIDE OF DUCT WHEN REQUIRED TO PROVIDE ADEQUATE ACCESS TO FIRE DAMPER -� I MANUAL VENT VALVE UNION OR FLANGE FOR STEEL PIPE _4 - - -►- ONLY. NOT REQUIRED FOR COPPER (TYP.) 3-WAY VALVE AND BYPASS P/T ON SUPPLY AIR HANDLER �~ �1 t ONLY. L~ ;�'�' �I III HEAT RECOVERY COIL INSTALL PIPING IN A AIR COUNTERFLOW FLOW ARRANGEMENT, WITH THE OUTLET CONNECTION HIGH U!2 ; FOR AIR VENTING. ARRANGE PIPING TO ALLOW COIL REMOVAL. P/T DRAIN VALVE W /HOSE END AND CAP DRAIN PAN TRAP COIL CONDENSATE PIPING 3 14tlX AT DRAINPAN AS SHOWN AND RUN FULL SIZE TO NEAREST D FLOOR DRAIN. REFER TO DETAIL HEAT RECOVERY COI PIPING DETAIL SCALE: NONE 830 -23 PLUG VALVE AND VENTURI FOR CWR MAIN CWS MAIN PIPING 2 -1/2" AND LARGER. CALIBRATED BALANCING VALVE MANUAL VENT VALVE FOR 2" AND SMALLER UNION OR FLANGE NC C FOR STEEL PIPE CWR_ + T7T ^ � ONLY. NOT REQUIRED NO s ) � - l FOR COPPER (TYP.) P/T v 3 -WAY BY -PASS VALVE TIE C 7F CHILLED WATER COIL AIR NOTE: FLOW INSTALL CWS PIPING ON LEAVING AIR SIDE OF COIL (TYP,) AND ARRANGE PIPING TO ALLOW COIL REMOVAL P/T VALVE CWS END AND CAP /HOSE DRAIN PAN TRAP COIL CONDENSATE PIPING III, AT DRAINPAN AS SHOWN AND I fill 3 / 4= '� RUN FULL SIZE TO NEAREST D FLOOR DRAIN. REFER TO DETAIL p LCM SCALE: NONE ACTUATOR OUT OF AIRSTREAM LOCATE DUCT ACCESS DOOR MOUNTING/RETAINING ANGLES ON UPSTREAM SIDE OF DAMPER INSTALLED PER MFR'S EXCEPT LOCATE DOWNSTREAM INSTALLATION INSTRUCTIONS WHERE DOOR WOULD OTHERWISE NOTES BE INACCESSIBLE. NOTE 1. INSTALL ASSEMBLY IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2, PROVIDE AND INSTALL ADDITIONAL STEEL MULLIONS FOR MULTIPLE FIRE /SMOKE DAMPER ASSEMBLIES. 3. PROVIDE APPROPRIATE DUCT TRANSITIONS BETWEEN SCHEDULED DAMPER SIZE AND INDICATED DUCT SIZE. 4. PROVIDE RED IDENTIFICATION PAINT ON EXTERIOR OF DAMPER SLEEVE. TIRE /SMOKE DAMPER INSTALLATION DETAIL SCALE: NONE 910 -11 Cotor, Rumo & Assoc. FILENAME: P: \WMC \2010 -159 SPRI RESEARCH LAB \CAD \MECH \P- MLSD.DWG - M1.2 PLOT: 09/08/2010 0 11: 26am REV: 09/08/2010 CAD: LKL XREF: tb.dwg FAN AIR HANDLING UNIT SCHEDULE WHEEL CFM FAN DATA VIBRATION APPROX. COIL DATA DESIG. MFR. MODEL FAN TYPE SERVICE DIA. AT IN. W.C. DIMENSIONS MIN. ISOLATOR DRIVE DESIG. MFR, AIR STREAM FAN CFM TSP IN. W.C. ESP IN. W.C. FAN WHEEL DIA.1 TYPE APPROX. FAN RPM MIN. MOTOR HP COIL/ DEVICE COIL CFM FACE AREA SF ROWS EAT °F LAT OF MBH EWT 'F LWT *F GPM FLUID WATER AP FT.W.C. FILTER TYPE AREA SF MERV RATING INITIAL/FINAL dP IN.W.C. L" W" H" CONTROL REMARKS DB WB DB I WB AHU -11 TEMTROL SUPPLY 20,000 6.51 2.5 (6) 18 "' PLENUM 3272 30 HEAT RECOVERY (WINTER) 1 20000 40 4 28.5 - 37.6 - 158 49.2 43.1 60 40% ETHLY. GLYCOL 13 2" PLEATED 40 8 0.3'" / 1.0" 214 108 78 DDC /BAS i HEAT RECOVERY (SUMMER) 20000 40 4 80.1 54.9 78.0 54.2 33.6 76,3 77.6 60 40% ETHLY. GLYCOL 13 HEATING COIL 20000 40 2 37.6 - 160.0 - 358 140 118 32 WATER 2.0 12" CARTRIGE 40 14 0.4" 11.5" COOLING COIL 20000 40 6 78.0 54.2 1 56.0 46.1 352 45 58 64 40 % ETHLY. GLYCOL 8.0 HR -11 TEMTROL EXHAUST - - - - - _ HEAT RECOVERY (WINTER) 8000 20 8 70.0 45.01 44.9 33.6 161 1 43,2 49.3 60 40% ETHLY. GLYCOL 13 2 "PLEATED 20 8 0.3" / 1.0" 66 58 58 DDC / BAS EXTERNAL FAN EF -11. HEAT RECOVERY (SUMMER) 8000 20 8 72.0 - 77.2 - 33.3 77.6 76.3 60 40% ETHLY. GLYCOL 13 NOTES: 1. ALL VALUES LISTED IN SCHEDULE ARE FOR SITE ELEVATION OF 8150 FT. 2. PROVIDE UNIT AS A SINGLE POINT ELECTRICAL POWER CONNECTION. 3. DIRECT DRIVE FANS. PROVIDE PREMIUM EFFICIENCY, INVERTER DUTY RATED MOTORS AND VFD'S. f22r2010 14:06 MANUAL VENT VALVE UNION OR FLANGE FOR STEEL PIPE _4 - - -►- ONLY. NOT REQUIRED FOR COPPER (TYP.) 3-WAY VALVE AND BYPASS P/T ON SUPPLY AIR HANDLER �~ �1 t ONLY. L~ ;�'�' �I III HEAT RECOVERY COIL INSTALL PIPING IN A AIR COUNTERFLOW FLOW ARRANGEMENT, WITH THE OUTLET CONNECTION HIGH U!2 ; FOR AIR VENTING. ARRANGE PIPING TO ALLOW COIL REMOVAL. P/T DRAIN VALVE W /HOSE END AND CAP DRAIN PAN TRAP COIL CONDENSATE PIPING 3 14tlX AT DRAINPAN AS SHOWN AND RUN FULL SIZE TO NEAREST D FLOOR DRAIN. REFER TO DETAIL HEAT RECOVERY COI PIPING DETAIL SCALE: NONE 830 -23 PLUG VALVE AND VENTURI FOR CWR MAIN CWS MAIN PIPING 2 -1/2" AND LARGER. CALIBRATED BALANCING VALVE MANUAL VENT VALVE FOR 2" AND SMALLER UNION OR FLANGE NC C FOR STEEL PIPE CWR_ + T7T ^ � ONLY. NOT REQUIRED NO s ) � - l FOR COPPER (TYP.) P/T v 3 -WAY BY -PASS VALVE TIE C 7F CHILLED WATER COIL AIR NOTE: FLOW INSTALL CWS PIPING ON LEAVING AIR SIDE OF COIL (TYP,) AND ARRANGE PIPING TO ALLOW COIL REMOVAL P/T VALVE CWS END AND CAP /HOSE DRAIN PAN TRAP COIL CONDENSATE PIPING III, AT DRAINPAN AS SHOWN AND I fill 3 / 4= '� RUN FULL SIZE TO NEAREST D FLOOR DRAIN. REFER TO DETAIL p LCM SCALE: NONE ACTUATOR OUT OF AIRSTREAM LOCATE DUCT ACCESS DOOR MOUNTING/RETAINING ANGLES ON UPSTREAM SIDE OF DAMPER INSTALLED PER MFR'S EXCEPT LOCATE DOWNSTREAM INSTALLATION INSTRUCTIONS WHERE DOOR WOULD OTHERWISE NOTES BE INACCESSIBLE. NOTE 1. INSTALL ASSEMBLY IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2, PROVIDE AND INSTALL ADDITIONAL STEEL MULLIONS FOR MULTIPLE FIRE /SMOKE DAMPER ASSEMBLIES. 3. PROVIDE APPROPRIATE DUCT TRANSITIONS BETWEEN SCHEDULED DAMPER SIZE AND INDICATED DUCT SIZE. 4. PROVIDE RED IDENTIFICATION PAINT ON EXTERIOR OF DAMPER SLEEVE. TIRE /SMOKE DAMPER INSTALLATION DETAIL SCALE: NONE 910 -11 Cotor, Rumo & Assoc. FILENAME: P: \WMC \2010 -159 SPRI RESEARCH LAB \CAD \MECH \P- MLSD.DWG - M1.2 PLOT: 09/08/2010 0 11: 26am REV: 09/08/2010 CAD: LKL XREF: tb.dwg EXPANSION TANK SCHEDULE CAPACITY PRE- CHARGE OPER. DESIGNATION MANUFACTURER MODEL ACCEPT. TANK SERVICE PRESSURE WEIGHT REMARKS VOL. VOL. (PSIG) (LB5 ET -11 BELL & GOSSETT D -15V 2.5 7.8 HEAT RECOVERY 12 123 Lois LIGHTS (m'•) 1PPLY AIR DOORS (TYP-) MEN DAVIS PARTNERSHIP ARCHITECTS Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 0225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960 0,191111 MINIM REI STRUCTURAL P.O. BOX 8009 AVON, COLORADO 81620 970.748.0711 F.970.748.0722 CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET LAKEWOOD, CO 80401 303.232.6200 F.303.232.3701 ' X99 p - 8 201 � Issue /Revisions Date ENo. Project Information a • 0 s • r � r Sheet Information � A TOV Comments 20 AUG 2010 Sheet Number: M1.2 DPA Project: � 0�07,oa.000 GGPYRIGHT 2°i0 - DAVIS PAR'fNEFi5HtP, P.C. FAN SCHEDULE WHEEL CFM S.P. VIBRATION APPROX. ARRANGE. DESIG. MFR. MODEL FAN TYPE SERVICE DIA. AT IN. W.C. APPROX. MIN. ISOLATOR DRIVE DAMPER THROAT & CONTROL REMARKS (INCHES) 8150' AT8150' RPM HP TYPE TYPE TYPE DIM. MOUNTING RF -11 GREENHECK BSQ CENTRIFUGAL IN -LINE RETURN 30 15000 0.75 668 5 SPRING BELT NONE 48" / 48" - DDC / BAS EF -11 GREENHECK CUBE UPBLAST CENTRIFUGAL ROOF EXHAUST 44 8000 2.75 1486 7.5 RUBBER BELT NONE 46" / 46" - DDC / BAS FT i NOTES: 1, SUPPORT RF -11 WITH ALL THREAD AND SPRING CONNECTORS. PROVIDE FLEX CONNECTIONS BETWEEN FAN AND DUCT. 2. PROVIDE EF -11 WITH ROOF CURB, (22/2010 14:06 EXPANSION TANK SCHEDULE CAPACITY PRE- CHARGE OPER. DESIGNATION MANUFACTURER MODEL ACCEPT. TANK SERVICE PRESSURE WEIGHT REMARKS VOL. VOL. (PSIG) (LB5 ET -11 BELL & GOSSETT D -15V 2.5 7.8 HEAT RECOVERY 12 123 Lois LIGHTS (m'•) 1PPLY AIR DOORS (TYP-) MEN DAVIS PARTNERSHIP ARCHITECTS Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 0225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960 0,191111 MINIM REI STRUCTURAL P.O. BOX 8009 AVON, COLORADO 81620 970.748.0711 F.970.748.0722 CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET LAKEWOOD, CO 80401 303.232.6200 F.303.232.3701 ' X99 p - 8 201 � Issue /Revisions Date ENo. Project Information a • 0 s • r � r Sheet Information � A TOV Comments 20 AUG 2010 Sheet Number: M1.2 DPA Project: � 0�07,oa.000 GGPYRIGHT 2°i0 - DAVIS PAR'fNEFi5HtP, P.C. SECTION 15010 GENERAL PROVISIONS 1.1 GENERAL: A. ALL BIDDERS SHALL BECOME FAMILIAR WITH SITE CONDITIONS PRIOR TO SUBMITTING BIDS. B. ALL WORK SHALL BE EXECUTED IN ACCORDANCE WITH LOCAL AND STATE CODES. C. EQUIPMENT SCHEDULES ESTABLISH A QUALITY AND DESIGN STANDARD. SUBSTITUTIONS MUST BE EQUIVALENT IN PERFORMANCE, MATERIAL, SPACE, AND CONFIGURATION REQUIREMENTS. THE PROJECT ENGINEER OR ARCHITECTS DECISION WILL BE FINAL AND MAY BE BASED ON BOTH CERTIFIED TEST DATA AND SUBJECTIVE REASONING. 1.2 EXAMINATION OF BIDDING DOCUMENTS: A. EXAMINE THE BIDDING DOCUMENTS CAREFULLY, NOT LATER THAN SEVEN DAYS PRIOR TO THE DATE OF RECEIPT OF BIDS. WRITTEN REQUEST FOR INTERPRETATIONS OR CORRECTIONS OF ANY PERCEIVED DISCREPANCIES, AMBIGUITIES, INCONSISTENCIES, OR ERRORS DISCOVERED SHALL BE SUBMITTED TO THE ARCHITECT. ANY INTERPRETATION OR CORRECTION WILL BE ISSUED AS AN ADDENDUM BY THE ARCHITECT. ONLY A WRITTEN INTERPRETATION OR CORRECTION BY ADDENDUM SHALL BE BINDING. NO BIDDER SHALL RELY UPON INTERPRETATIONS OR CORRECTIONS GIVEN BY ANY OTHER METHOD. IF DISCREPANCIES, AMBIGUITIES, INCONSISTENCIES, OR ERRORS ARE NOT COVERED BY ADDENDUM OR WRITTEN DIRECTIVE, INCLUDE IN THE BID LABOR, MATERIALS, AND METHODS OF CONSTRUCTION RESULTING IN HIGHER COST. AFTER AWARD OF CONTRACT, NO ALLOWANCE OR EXTRA COMPENSATION WILL BE MADE DUE TO FAILURE OF MAKING THE WRITTEN REQUESTS AS DESCRIBED ABOVE. B. BE RESPONSIBLE FOR ITS PROMPT DELIVER OF REQUEST. FAILURE TO SO REQUEST CLARIFICATION OF ANY INADEQUACY, OMISSION, OR CONFLICT WILL NOT RELIEVE RESPONSIBILITY OF DOING SO. THE SIGNING OF THE CONTRACT WILL BE CONSIDERED AS IMPLICITLY DENOTING A THROUGH COMPREHENSION OF THE FULL INTENT AND SCOPE OF THE WORKING DRAWINGS AND SPECIFICATIONS. SIGNING OF THE CONTRACT INDICATES AGREEMENT TO ALL OF THE CONDITIONS IN THIS SPECIFICATION. 1.3 MECHANICAL INSTALLATIONS: A DRAWINGS ARE DIAGRAMMATIC IN CHARACTER AND DO NOT NECESSARILY INDICATE EVERY REQUIRED OFFSET, VALVE, FITTING, ETC. B. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS IN FIELD PRIOR TO COMMENCEMENT OF WORK REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. C. DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY. WHATEVER IS CALLED FOR IN EITHER IS BINDING AS THOUGH CALLED FOR IN BOTH. D. BEFORE ANY WORK IS INSTALLED, DETERMINE THAT EQUIPMENT WILL PROPERLY FIT THE SPACE; THAT REQUIRED PIPING GRADES CAN BE MAINTAINED AND THAT DUCTWORK CAN BE RUN AS CONTEMPLATED WITHOUT INTERFERENCES BETWEEN SYSTEMS, WITH STRUCTURAL ELEMENTS OR WITH THE WORK OF OTHER TRADES. E. COORDINATE THE INSTALLATION OF MECHANICAL MATERIALS AND EQUIPMENT WITH ALL TRADES. F. COORDINATE THE CUTTING AND PATCHING OF BUILDING COMPONENTS TO ACCOMMODATE THE INSTALLATION OF MECHANICAL EQUIPMENT AND MATERIALS. G. INSTALL MECHANICAL EQUIPMENT TO FACILITATE MAINTENANCE AND REPAIR OR REPLACEMENT OF EQUIPMENT COMPONENTS. AS MUCH AS PRACTICAL, CONNECT EQUIPMENT FOR EASE OF DISCONNECTING, WITH MINIMUM OF INTERFERENCE WITH OTHER INSTALLATIONS. H. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES AND PERMITS. I A REMODEL PROJECTS: A. IN AS MUCH AS DESIGN FOR REMODEL AND /OR REHABILITATION REQUIRES THAT CERTAIN ASSUMPTIONS BE MADE REGARDING EXISTING CONDITIONS, AND BECAUSE SOME OF THESE ASSUMPTIONS CANNOT BE VERIFIED WITHOUT DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF THE BUILDING, THE ENGINEER CANNOT ASSURE THE OWNER OR THE CONTRACTOR THAT THE PROFESSIONAL CONSULTING SERVICES HEREIN ENCOMPASS ALL CONTINGENCIES. FIELD COORDINATION DURING CONSTRUCTION 1S IMPERATIVE. MAKE REASONABLE ALLOWANCES FOR UNSEEN CONDITIONS. B. THE EXISTING BUILDING WILL BE OCCUPIED BY THE OWNER DURING CONSTRUCTION. CONTINUED OPERATION OF THE FACILITY SHALL NOT BE HINDERED BY THIS WORK ACCOUNT FOR ALL ADDITIONAL COSTS WHICH MAY BE INCURRED DUE TO THE DIFFICULTY OF WORKING OVER AND AROUND EMPLOYEES, FURNITURE, EQUIPMENT, ETC.; AND DUE TO THE HOURS OF THE DAY IN WHICH AN AREA MAY BE ACCESSIBLE WHEN COMPILING HIS BID. C. BE RESPONSIBLE TO FIELD VERIFY EXISTING EQUIPMENT OR DUCTWORK REMAINING TO BE RECONNECTED TO NEW OR EXISTING SYSTEMS. PROVIDE DUCTWORK, PIPING, CONTROLS, DIFFUSERS, ETC., AS REQUIRED TO RESTORE CONTINUITY OF SYSTEMS(S), OR TO MAKE NEW WORK MEET EXISTING CONDITIONS, WHETHER INDICATED OR NOT. D. PROVIDE MECHANICAL DEMOLITION REQUIRED. REFER TO ARCHITECTURAL DEMOLITION DRAWINGS FOR LOCATION AND EXTENT OF DEMOLITION REQUIRED. VISIT SITE PRIOR TO BID TO DETERMINE EXTENT OF WORK INVOLVED. EXISTING FIXTURES, MECHANICAL EQUIPMENT, ETC. BEING REMOVED SHALL BE RETURNED TO THE OWNER. DISPOSE OF ALL REMOVED PIPING, DUCTWORK, ETC. UNLESS NOTED OTHERWISE. E. COORDINATE ALL PENETRATIONS OF THE FLOOR SLAB PRIOR TO COMMENCING WORK UTILIZE X -RAY AND VISUAL INVESTIGATION OF EXISTING CONDITIONS AS REQUIRED PRIOR TO DRILLING OR CUTTING. 1.5 MECHANICAL SUBMITTALS: A. THE MANUFACTURER'S MATERIAL OR EQUIPMENT LISTED IN THE SCHEDULE OR IDENTIFIED BY NAME ON THE DRAWINGS ARE THE TYPES TO BE PROVIDED FOR THE ESTABLISHMENT OF SIZE, CAPACITY, GRADE AND QUALITY. IF ALTERNATES ARE USED IN LIEU OF THE SCHEDULED NAMES, THE COST OF ANY CHANGES IN CONSTRUCTION REQUIRED BY THEIR USE SHALL BE BORNE BY CONTRACTOR. B. BEFORE STARTING WORK, PREPARE AND SUBMIT TO THE ARCHITECT/ENGINEER SHOP DRAWINGS AND DESCRIPTIVE DATA FOR ALL MECHANICAL EQUIPMENT AND MATERIALS REQUIRED FOR THE PROJECT. 1.6 RECORD DOCUMENTS: A. CONTRACTOR SHALL KEEP A COMPLETE SET OF RED -LINED RECORD DOCUMENT PRINTS IN CUSTODY DURING ENTIRE PERIOD OF CONSTRUCTION AT THE CONSTRUCTION SITE. ONE (1) SET OF RECORD DOCUMENTS SHALL BE PROVIDED TO THE ENGINEER INDICATING FINAL PROJECT CONDITIONS AFTER COMPLETION OF WORK 1.7 OPERATION AND MAINTENANCE DATA: A. CONTRACTOR SHALL PREPARE TWO (2) SETS OF MAINTENANCE MANUALS AND SHALL INSTRUCT OWNER ON OPERATION OF SYSTEMS. MAINTENANCE MANUALS SHALL INCLUDE ALL MECHANICAL WARRANTIES. B. THE TESTING AND BALANCING REPORT SHALL BE SUBMITTED AND RECEIVED BY THE ENGINEER AT LEAST FIFTEEN CALENDAR DAYS PRIOR TO THE CONTRACTOR'S REQUEST FOR FINAL OBSERVATION TIME FRAME REQUIREMENTS, AND SHALL BE INCLUDED IN THE O & M MANUAL. END OF SECTION SECTION 15050 MECHANICAL SYSTEMS FIRE STOPPING 1.1 GENERAL A. PROVIDE FIRE STOP SYSTEMS LISTED IN THE UL FIRE RESISTANCE DIRECTORY. PROVIDE SYSTEMS WITH FIRE RESISTANCE'F" RATINGS EQUAL TO THE FIRE RESISTANCE RATING OF THE WALL OR FLOOR ASSEMBLY FOR ALL PENETRATIONS. IN ADDITION, PROVIDE SYSTEMS WITH A T RATING EQUAL TO THE FIRE RESISTANCE RATING OF THE WALL OR FLOOR ASSEMBLY IN THE FOLLOWING APPLICATIONS. 1. PENETRATING ITEMS LARGER THAN 4" DIAMETER OR 16 SQUARE INCHES IN CORRIDOR WALLS. 2. PENETRATING ITEMS LARGER THAN 4" DIAMETER OR 16 SQUARE INCHES WHEN THEY ARE BELOW THE CEILING IN ANY FIRE RESISTIVE WALL. 3. ANY FLOOR PENETRATIONS NOT WITHIN A WALL OR CHASE. 4. ANY FLOOR PENETRATIONS LARGER THAN 4" IN DIAMETER OR 16 SQUARE INCHES. 1.2 MANUFACTURERS: 1. 3M 2. NELSON FIRESTOP PRODUCTS 3. TREMCO CONSTRUCTION PRODUCTS 4. METALINES B. SUBMIT PRODUCT DATA APPLICATION DRAWINGS INDICATING THE DETAILS OF EACH PROPOSED ASSEMBLY, FOR ALL TYPES OF FIRE RATED CONSTRUCTION AND PENETRATING ITEMS ENCOUNTERED, IDENTIFYING INTENDED PRODUCTS AND APPLICABLE UL SYSTEM NUMBER, OR UL CLASSIFIED DEVICES. C. "COLD PIPING (DOMESTIC COLD WATER, STORM, CHILLED WATER) SHALL BE INSTALLED WITH THE INSULATION CONTINUOUS THROUGH THE WALL OR FLOOR ASSEMBLY. PROVIDE FIRE STOPPING SYSTEMS FOR INSULATED PIPE. D. REVIEW ARCHITECTURAL DRAWINGS TO DETERMINE THE LOCATION AND RATING OF FIRE RESISTIVE CONSTRUCTION. END OF SECTION SECTION 15060 PIPE AND FITTINGS 1.1 GENERAL: A. DOMESTIC WATER ABOVE GRADE INSIDE SHALL BE HARD DRAWN COPPER TUBING, ASTM B88, TYPE L, WITH 9515 TIN /ANTIMONY SOLDERED JOINTS. B. BELOW GRADE WATER SERVICE SHALL BE DUCTILE IRON PIPE AWWA C151 OR AWWA 0115 WITH AWWA C104 CEMENT MOTAR LINING OR HARD DRAWN TEMPER COPPER TUBING. ASTM 888, TYPE K C. SANITARY DRAINAGE AND VENTS - INSIDE BUILDING: 1. ABOVE GRADE: SERVICE WEIGHT CAST IRON, NO-HUB TYPE WITH NEOPRENE GASKETS; SERVICE WEIGHT CAST IRON, HUB AND SPIGOT TYPE WITH NEOPRENE GASKETS; OR DWV COPPER WITH WROUGHT COPPER OR CAST BRASS FITTINGS. 2. BELOW GRADE: SERVICE WEIGHT CAST IRON, NO-HUB OR HUB AND SPIGOT TYPE WITH NEOPRENE COMPRESSION GASKETS; OR SCHEDULE 40 PVC DWV SOLVENT WELD JOINTS. D. HEATING, COOLING AND DRAIN PIPING SHALL BE BLACK STEEL PIPE, ASTM A53, SCHEDULE 40 OR HARD DRAWN TEMPER COPPER TUBING, ASTM 888, TYPE L 1.2 BASIC LABORATORY PIPING AND PIPE FITTINGS: A LABORATORY PIPING: ALL ABOVE AND BELOW GRADE PIPE FOR VACUUM AND COMPRESSED AIR SHALL BE MINIMUM W TYPE K OR L COPPER TUBING (ASTM 8819), HARD DRAWN SEAMLESS COPPER TUBING, EXCEPT THAT *PIGTAILS" OF NOT LESS THAN 318 MAY BE USED AT OUTLETS. PIPE SHALL BE FACTORY PREWASHED, OXYGEN CLEAN GRADE, CAPPED AND LABELED BY PIPE SUPPLIER AND DELIVERED SEALED TO THE JOB SITE. B. ALL FITTINGS USED FOR CONNECTING COPPER TUBING SHALL BE WROUGHT COPPER BRAZING FITTINGS COMPLYING WITH MSS SP -73, SUITABLE FOR BRAZED CONNECTIONS AND ESPECIALLY PREPARED BY THE MANUFACTURER FOR OXYGEN SERVICE. C. ALL JOINTS IN THE PIPING SHALL BE MADE WITH COPPER - PHOSPHORUS - SILVER BRAZING ALLOY WITH 15% SILVER CONTENT, BCUP -5, MELTING RANGE 1190 -1480 DEG F. 1.3 PIPING INSTALLATION: A. INSTALL PIPES AND PIPE FITTINGS IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES WHICH WILL ACHIEVE PERMANENTLYOLEAKPROOF PIPING SYSTEMS, CAPABLE OF PERFORMING EACH INDICATED SERVICE WITHOUT PIPING FAILURE. INSTALL EACH RUN WITH MINIMUM JOINTS AND COUPLINGS, BUT WITH ADEQUATE AND ACCESSIBLE UNIONS FOR DISASSEMBLY AND MAiNTENANCEIREPLACEMENT OF VALVES AND EQUIPMENT. 1. USE FITTINGS FOR ALL CHANGES INDIRECTION AND ALL BRANCH CONNECTIONS. 2. INSTALL PIPING AT RIGHT ANGLES OR PARALLEL TO BUILDING WALLS. DIAGONAL RUNS ARE NOT PERMITTED, UNLESS EXPRESSLY INDICATED. 1.4 PIPING TESTS: A GENERAL: PROVIDE TEMPORARY EQUIPMENT FOR TESTING, INCLUDING PUMP AND GAGES. TEST PIPING SYSTEM BEFORE INSULATION IS INSTALLED WHEREVER FEASIBLE, AND REMOVE CONTROL DEVICES BEFORE TESTING. TEST EACH NATURAL SECTION OF EACH PIPING SYSTEM INDEPENDENTLY BUT DO NOT USE PIPING SYSTEM VALVES TO ISOLATE SECTIONS WHERE TEST PRESSURE EXCEEDS VALVE PRESSURE RATING. FILL EACH SECTION WITH WATER AND PRESSURIZE FOR INDICATED PRESSURE AND TIME. B. TEST ALL PIPING SYSTEMS AS SPECIFIED. CORRECT LEAKS BY REMAKING JOINTS. REMOVE EQUIPMENT NOT ABLE TO WITHSTAND TEST PROCEDURE DURING TEST. C. SYSTEM TESTS 1. HYDROSTATIC TEST: THE TEST SHALL BE ACCOMPLISHED BY HAND PUMPING THE SYSTEM TO THE SPECIFIED WATER PRESSURE, AND MAINTAINING THAT PRESSURE UNTIL THE ENTIRE SYSTEM HAS BEEN INSPECTED FOR LEAKS, BUT IN NO CASE FOR A TIME PERIOD OF LESS THAN FOUR HOURS. a. HYDRONIC AND DOMESTIC WATER SYSTEMS: 100 PSIG TEST PRESSURE. b. WASTE, DRAIN AND VENT SYSTEMS: WATER TEST WITH SYSTEM FILLED TO HIGHEST POINT OF OVERFLOW. MINIMUM 10 FOOT HEAD. END OF SECTION SECTION 15100 VALVES 1.1 GENERAL: A ALL MECHANICAL COMPONENTS SHALL BE PROVIDED WITH VALVES AND UNIONS FOR SERVICES AND REMOVAL. B. ALL VALVES SHALL COMPLY WITH MSS SP -92, MSS VALVE USER GUIDE. 1.2 PRODUCTS: A. BALL VALVES - 2 -1/2' AND SMALLER -150 WSP, 600 WOG RATED FOR 150 PSI AT 350 DEGREES F, TWO PIECE END ENTRY BODY STYLE, BRONZE BODY CONFORMING TO ASTM B584, FULL PORT CHROME PLATED BRASS BALL, 15 PERCENT GLASS REINFORCED PTFE SEATS, PTFE PACKING, ADJUSTABLE PACKING NUT BLOW -OUT PROOF, STEM, VINYL COVERED STEEL HANDLE. PROVIDE SOLDER ENDS OR THREADED ENDS TO MATCH PIPING SYSTEM. COMPANY WITH NSF -61. APOLLO 77C- 100/200 1. FOR INSULATED PIPING, PROVIDE BALL VALVES WITH AN INSULATING TEE HANDLE. APOLLO OPTION 11. B. HYDRONIC SERVICE BUTTERFLY VALVES - 2 -112 INCHES TO 12 INCHES - MSS SP-67, CAST IRON BODY CONFORMING TO ASTM Al26 CLASS B, ALUMINUM BRONZE ASTM 8148 DISC, SINGLE PIECE 416 STAINLESS STEEL STEM, EPDM SEAT, UPPER AND LOWER BRONZE BEARING, NON - METALLIC BUSHING AND STEM SEAL, ANSI CLASS 125 FLANGE, RATED FOR 200 PSI PRESSURE DIFFERENTIAL, 200 PSI DROP -TIGHT SHUT OFF DEAD END SERVICE, WITH DOWNSTREAM FLANGE REMOVED. PROVIDE EXTENDED NECK FOR 2 INCHES THICK INSULATION. ALL VALVES SHALL BE FACTORY TESTED TO 110 PERCENT OF PRESSURE RATING. ALL BUTTERFLY VALVES SHALL BE FULL LUGGED BODY, DRILLED AND TAPPED. KEYSTONE FIG. 222 C. NON -SLAM CHECK VALVES - 2 INCH AND SMALLER - BRONZE BODY, 200 PSI AT 250 DEG F, THREADED ENDS, RESILIENT SEATS, CENTER GUIDED SPRING LOADED DISK D. NON -SLAM CHECK VALVES - 2 -1/2 INCH AND LARGER - CLASS 125 CAST IRON BODY, REPLACEABLE LAPPED BRONZE SEAT AND BALANCED TWIN BRONZE FLAPPERS OR BRONZE CENTER GUIDED DISC AND STAINLESS STEEL TRIM. VALVE SHALL BE DESIGNED TO OPEN AND CLOSE AT APPROXIMATELY ONE FOOT DIFFERENTIAL. PRESSURE. TWIN FLAPPERS OR CENTER GUIDED DISC SHALL BE LOADED WITH A STAINLESS STEEL SPRING TO ASSURE EVEN NON -SLAM CHECKING ACTION. SEALS SHALL BE EPDM. E. DRAIN VALVES - FOR HVAC AND PLUMBING HYDRONIC SYSTEMS - PROVIDE BALL VALVE WITH THREADED HOSE END AND CAP WITH CHAIN. APOLLO FIG. 78- 100/78 -200 SERIES F. CALIBRATED BALANCE VALVES: 1. GENERAL - PROVIDE AS INDICATED, CALIBRATED BALANCE VALVES EQUIPPED WITH READOUT VALVES TO FACILITATE CONNECTING OF DIFFERENTIAL PRESSURE METER TO BALANCE VALVES. EQUIP EACH READOUT PORT WITH A QUICK CONNECT VALVE DESIGNED TO MINIMIZE SYSTEM FLUID LOSS DURING MONITORING PROCESS. PROVIDE BALANCE VALVES WITH PREFORMED INSULATION SUITABLE FOR USE ON HEATING AND COOLING SYSTEMS AND TO PROTECT BALANCE VALVES DURING SHIPMENT. 2. DESIGN, VARIABLE ORIFICE TYPE: a. GLOBE -TYPE VALVE b. MULTIPLE TURNS OF HANDWHEEL FROM FULL CLOSED TO FULL OPEN. c. BUBBLE -TIGHT SHUT -OFF d. SCHRAEDER TYPE TAPS UPSTREAM AND DOWNSTREAM e. MEMORY STOP DEVICE TO ALLOW VALVE TO BE RETURNED TO BALANCED POSITION AFTER BEING CLOSED. (NOTE: THIS DOES NOT TAKE THE PLACE OF ISOLATION VALVES SHOWN ON DRAWINGS). f. PROVIDE SLIDE RULE TYPE FLOW CALCULATOR, INCLUDE IN OPERATION AND MAINTENANCE MANUAL- 3. DESIGN, VALVE AND VENTURI TYPE: a. BALL OR BUTTERFLY TYPE VALVE b. BUBBLE TIGHT SHUT OFF c. FIXED VENTURE, UPSTREAM OF VALVE d. SCHRAEDER TYPE TAPS ON VENTURE, UPSTREAM AND DOWNSTREAM e. MEMORY STOP DEVICE TO ALLOW VALVE TO BE RETURNED TO BALANCED POSITION AFTER BEING CLOSED. (NOTE: THIS DOES NOT TAKE THE PLACE OF ISOLATION VALVES SHOWN ON DRAWINGS). f. PROVIDE METAL TAG WITH FLOW CURVE FOR EACH VALVE. END OF SECTION SECTION 15140 SUPPORTS, ANCHORS AND SEALS 1.1 GENERAL A. ALL PIPE HANGERS SHALL BE THREADED ROD WITH CLEVIS OR TRAPEZE SUPPORTS. 1. INSULATED PIPING: COMPLY WITH THE FOLLOWING INSTALLATION REQUIREMENTS. 2. SHIELDS: PROVIDE PROTECTIVE SHEET SHIELDS, MSS TYPE 40 ON COLD PIPING 2" AND LESS. SHIELDS SHALL SPAN AN ARC OF 180 DEGREES AND SHALL BE MINIMUM 8" LONG. 3. INSULATION INSERTS: PROVIDE ASBESTOS -FREE CALCIUM SILICATE INSERT ENCASED WITH A VAPOR BARRIER AND A SHEET METAL SHIELD FOR COLD PIPING 2 -112" AND LARGER. B. ALL DUCT HANGERS SHALL BE SHEET METAL STRAP OR ANGLE IRON IN COMPLIANCE WITH SMACNA GUIDELINES. END OF SECTION SECTION 15190 IDENTIFICATION 1.1 GENERAL A. PROVIDE ADHESIVE BACKED OR PRE - CURLED SNAP - ON LABELS WITH FLOW ARROWS FOR ALL PIPING. PROVIDE ENGRAVED PLASTIC LAMINATE TAG FOR ALL MAJOR EQUIPMENT (ROOF TOP UNITS, AIR HANDLERS, CONDENSING UNITS, ETC.) 1. MANUFACTURERS: MARKER SERVICES INC. (MSI), BRADY CO., SETON NAME PLATE. B. LOCATE PIPE LABELS EVERY 25', EXCEPT WHERE CONCEALED ABOVE NON - ACCESSIBLE CEILINGS OR IN NON - ACCESSIBLE SHAFTS. LOCATE LABELS SO ALL PIPING WITHIN VIEW OF AN ACCESS DOOR CAN BE IDENTIFIED. END OF SECTION SECTION 15250 INSULATION 1.1 PIPING INSULATION A. FIBERGLASS PIPING INSULATION: ASTM C547, CLASS 1, "K" FACTOR SHALL BE MAXIMUM 0.24 AT 750F. AND ALL PURPOSE JACKETING, ASTM C921 UNLESS SPECIFIED OTHERWISE AND HAVE RATINGS OF 25 OR LESS FLAME SPREAD AND 50 OR LESS SMOKE DEVELOPMENT. B. PIPING INSULATION APPLICATION 1. DOMESTIC COLD WATER PIPING: W THICK 2. DOMESTIC HOT WATER AND CIRCULATING PIPING: 1* THICK 3. HEATING WATER PIPING: 1"THICK FOR 1 -112 AND SMALLER, 2" THICK FOR 2' AND LARGER. C. PROVIDE ALUMINUM JACKET FOR PIPING EXPOSED TO WEATHER. 1.2 DUCTWORK INSULATION A FLEXIBLE FIBERGLASS DUCTWORK INSULATION: ASTM C553, TYPE 1, 314 LBS PER CU. FT. DENSITY. *W VALUE SHALL BE MAXIMUM 0.31 AT 75 ?F MEAN TEMPERATURE, 250 ?F TEMPERATURE LIMIT, VAPOR TRANSMISSION RATING SHALL NOT EXCEED 0.02 PERMS, FACING OF .7 MIL FOIL REINFORCED WITH GLASS MESH AND LAMINATED TO 40 LB. KRAFT. B. FLEXIBLE CLOSED CELL ELASTOMERIC INSULATION: ASTM C534, TYPE 1, 'K' VALUE SHALL BE A MAXIMUM 0.27 AT 75DEG F MEAN TEMP, 220DEG F TEMPERATURE LIMIT, WATER VAPOR PERMEABILITY RATING OF 0.10 PERM INCHES OR LESS. C. DUCTWORK INSULATION APPLICATION: 1. INTERIOR SUPPLY OR OUTSIDE AIR DUCTS: 1 -1/2' FLEXIBLE FIBERGLASS. 2. UNCONDITIONED ATTIC OR CRAWLSPACE, SUPPLY OR RETURN DUCTS: 2" FLEXIBLE FIBERGLASS. 3. EXTERIOR SUPPLY OR RETURN DUCTS: 2" FLEXIBLE ELASTOMERIC INSULATION WITH ALUMINUM JACKET. END OF SECTION SECTION 15300 FIRE PROTECTION 1.1 GENERAL Cator, Rumo & Assoc. FILENAME: P: \WMC \2010 -159 SPRI RESEARCH LAB \CAD \MECH \P- SPEC.DWG - M1.3 PLOT: 09/08/2010 0 11: 25am REV: 07/22/2010 CAD: LKL XREF: tb.dwg A. FIRE PROTECTION SYSTEMS SHALL BE IN ACCORDANCE WITH NFPA STANDARDS 13,14, 20, AND 24 OF THE LATEST EDITIONS, AND THE NATIONAL FIRE CODE. B. THE FIRE SPRINKLER CONTRACTOR SHALL SERVE AS THE ENGINEER OF RECORD FOR ALL WORK PERFORMED UNDER THIS DIVISION. SUBMIT COMPLETE FIRE SPRINKLER SYSTEM SHOP DRAWINGS AND HYDRAULIC CALCULATIONS, GENERATED BY THE CONTRACTOR. SHOP DRAWINGS SHALL BE A MINIMUM 118" SCALE, SHOW DEVICE AND APPLIANCE LOCATIONS, BUILDING BACKGROUND INFORMATION, ROOM OCCUPANCY DESCRIPTIONS, DOOR SWINGS, FIRE RATINGS AND FIRE PROTECTION SYSTEM LAYOUT AND DETAILS. SHOP DRAWINGS AND HYDRAULIC CALCULATIONS SHALL BE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF COLORADO, IN RESPONSIBLE CHARGE OF THE FIRE PROTECTION WORK SUBMIT SHOP DRAWINGS AND HYDRAULIC CALCULATIONS TO THE BUILDING INSPECTIONS DIVISION AND FIRE PREVENTION BUREAU FIRST, AS APPLICABLE AND OBTAIN THEIR APPROVAL BEFORE SUBMISSION TO THE ARCHITECTIENGINEER. 1.2 PRODUCTS A. UNDERGROUND PIPE: DUCTILE IRON THICKNESS, CLASS 52. B. PIPE AND TUBE INSIDE THE BUILDING: 1. ASTM A53 SCHEDULE 40 OR SCHEDULE 10. 2. AMERICAN TUBE COMPANY'DYNA THREAD -40" AND'DYNA -FLOW AND ALLIED TUBE AND CONDUIT CORPORATION'SUPER FLO" ARE ACCEPTABLE TO SCHEDULE 40 PIPE. INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. C. FITTINGS SHALL BE VICTAULiC OR WELD NECK FOR SIZES 2 -1/2" AND LARGER, THREADED CAST IRON ON SMALLER SIZES. D. PROVIDE BACKFLOW PREVENTION AS REQUIRED BY THE LOCAL JURISDICTION. E. SPRINKLER HEADS: FUSIBLE LINK OR FRANGIBLE BULB TYPE. PROVIDE HEADS WITH THE FOLLOWING: 1. UPRIGHT, PENDENT AND SIDEWALL STYLES: FACTORY BRASS, ROUGH BRONZE FINISH FOR HEADS IN UNFINISHED SPACES, CHROME PLATED IN FINISHED SPACES. HEADS SHALL BE STAINLESS STEEL WHERE INSTALLED EXPOSED TO ACIDS, CHEMICALS, OR OTHER CORROSIVE FUMES. F. EXTRA STOCK: 1. FURNISH ADDITIONAL SPRINKLER HEADS FOR EACH TYPE USED PER NFP/ -13. 2. FURNISH 2 SPANNER WRENCHES FOR EACH TYPE AND SIZE OF VALVE CONNECTION AND HOSE COUPLING. END OF SECTION SECTION 15410 DOMESTIC WATER SYSTEM 1.1 GENERAL A. ALL WORK SHALL BE PER LATEST EDITION OF IPC AND LOCAL CODES. 1.2 CHLORINATION A. ACCEPTABLE PRODUCTS ARE: LIQUID CHLORINE [FED. SPEC. BB- C120B1 HYPOCHLOMTE [FED. SPEC 0- C-114, TYPE 11, GRADE B) [FED. SPEC. 0- S-60D, GRADE A OR B] B. AFTER ALL PRESSURE TESTS HAVE BEEN PERFORMED AND PIPING HAS BEEN FLUSHED CLEAN, THE CHEMICAL TREATMENT CONTRACTOR SHALL BE RESPONSIBLE FOR STERILIZING THE DOMESTIC WATER LINES. C. CHLORINATION PROCEDURES SHALL COMPLY WITH LOCAL CODE AND HEALTH DEPARTMENT REGULATIONS. 1. THE MECHANICAL CONTRACTOR SHALL INFORM THE GENERAL CONTRACTOR THAT THE WATER SYSTEM IS TO BE CHLORINATED 48 HOURS IN ADVANCE, SO THAT ARRANGEMENTS CAN BE MADE FOR OTHER TRADES NOT TO USE THE WATER. 2. BEFORE COMMENCING THE CHLORINATION PROCESS, THE CONTRACTOR SHALL POST SIGNS AT EACH WATER FOUNTAIN, AND ON EACH RESTROOM DOOR, STATING THAT THE WATER IS NOT FIT FOR DRINKING, AND THAT THE WATER IS BEING CHLORINATED. 3. INTRODUCE SUFFICIENT CHLORINE INTO THE DOMESTIC WATER SYSTEM TO PROVIDE A DOSAGE OF NOT LESS THAN 50 PARTS PER MILLION AT EACH FAUCET AND VALVE. THE CHLORINE SOLUTION SHALL THEN BE ALLOWED TO STAND FOR A MINIMUM OF 24 HOURS IN THE SYSTEM. 4. AT THE END OF 24 HOURS TEST SHALL BE MADE FOR RESIDUAL CHLORINE AT THE EXTREME END OF THE SYSTEM FROM THE POINT WHERE CHLORINE WAS INTRODUCED. IF CHLORINE RESIDUAL IS LESS THAN 10 PPM, THE CHLORINATION PROCEDURE SHALL BE REPEATED. 5. FLUSH THE SYSTEM WITH A CLEAN SUPPLY OF WATER UNTIL THE CHLORINE RESIDUAL IN THE SYSTEM IS REDUCED TO LESS THAN 1 PPM, OR TO THE CHLORINE RESIDUAL OF THE SUPPLY WATER. DURING THE FLUSHING, EACH FAUCET AND VALVE IN THE SYSTEM SHALL BE OPENED AND CLOSED A MINIMUM OF 4 TIMES. 6. AFTER 24 HOURS, THE CONTRACTOR WILL HAVE SAMPLES TAKEN AND TESTED BY AN INDEPENDENT LABORATORY. THE SYSTEM MUST BE FREE OF BACTERIOLOGICAL CONTAMINATION. IF THE SYSTEM 1S CONTAMINATED, IT SHALL BE RE- CHLORINATED UNTIL A SATISFACTORY TEST IS MADE. 7. THE CONTRACTOR SHALL WRITE A LETTER, STATING THAT THE BUILDING HAS BEEN SUCCESSFULLY CHLORINATED, AND THAT THE WATER IS FIT FOR HUMAN CONSUMPTION. END OF SECTION SECTION 15420 DRAINAGE AND VENT SYSTEMS 1.1 GENERAL A. ALL WORK SHALL BE PER THE LATEST EDITION OF IPC AND LOCAL CODES. 1.2 MANUFACTURERS A. JOSAM B. J.R. SMITH C. ZURN D. WADE 1.3 PRODUCTS A. FLOOR CLEANOUT. ROUND, CAST IRON BODY WITH RECESSED BRONZE CLOSURE PLUG; SCORIATED POLISHED BRONZE FRAME AND COVER PLATE. B. WALL CLEANOUT. CLEANOUT TEE WITH RAISED HEAD BRASS PLUG TAPPED FOR 1/4-20 THREAD; FLAT STYLE CHROME PLATED WALL COVER PLATE WITH HOLES FOR 1/4" BOLT; 1/420 THREADED BOLT WITH CHROME PLATED FLAT HEAD. C. SURFACE CLEANOUT: CAST IRON BODY FERRULE WITH RAISED HEAD BRASS PLUG. MEDIUM DUTY CAST IRON MANHOLE COVER AND RING 12' DIAMETER TO BE SET IN CONCRETE PAD, NEENAH NO. R- 1791 -A. D. LINE CLEANOUT: CAST IRON TAPPED CLEANOUT FERRULE WITH RAISED HEAD BRASS PLUG. E. FLOOR DRAINS: 1. TOILET ROOMS AND FINISHED AREAS: ROUND CAST IRON BODY WITH FLASHING COLLAR AND CAST IRON RING, 61NCH ROUND NICKEL BRONZE ADJUSTABLE STRAINER HEAD WITH SECURED SQUARE HOLE GRATE, BOTTOM WASTE OUTLET. JAY R. SMITH FIG. 2005 -A 2. BOILER AND MECHANICAL ROOMS: ROUND CAST IRON, LIGHT DUTY, SHALLOW BODY DRAIN WITH FLASHING COLLAR AND CAST IRON RING, 8" ROUND TRACTOR TYPE NOWTILT SLOTTED GRATE AND SEDIMENT BUCKET, BOTTOM WASTE OUTLET. JAY R. SMITH FIG. 2220 END OF SECTION SECTION 15440 PLUMBING FIXTURES 1.1 DESCRIPTION OF WORK: A. EXTENT OF PLUMBING FIXTURES WORK REQUIRED BY THIS SECTION IS INDICATED ON DRAWINGS AND SCHEDULES AND BY REQUIREMENTS OF THIS SECTION. B. THIS SECTION SPECIFIES THE TYPES OF FIXTURES INCLUDED BUT ARE NOT LIMITED TO THE FOLLOWING: (SEE FIXTURE SCHEDULE ON DRAWINGS) 1.2 QUALITY ASSURANCE: A. CODES AND STANDARDS: 1. UL STANDARD 399: "DRINKINGoWATER COOLERS." 2. PUBLIC LAW 101 -336: "AMERICANS WITH DISABILITIES ACT." 3. NSF STANDARD 61: "DRINKING WATER COMPONENTS.' 4. ENERGY CONSERVATION ACT -1992: "ENERGY CONSERVATION STANDARDS." B. WHERE FIXTURES ARE SPECIFIED AS HANDICAPPED, IT SHALL BE THE SOLE RESPONSIBILITY FOR ALL MANUFACTURERS ANDIOR SUPPLIERS TO PROVIDE PLUMBING FIXTURES AND RELATED TRIM WHICH MEET OR EXCEED THE ADA REQUIREMENTS. 1.3 SUBMITTALS: A. PRODUCT DATA: SUBMIT PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR EACH FIXTURE, FAUCET, SPECIALTIES, ACCESSORIES, AND TRIM SPECIFIED; CLEARLY INDICATE RATED CAPACITIES OF SELECTED MODELS OF WATER COOLERS. B. SHOP DRAWINGS: SUBMIT ROUGHoIN DRAWINGS WITH BRAND NAMES ON EACH SHEET AND ITEM. DETAIL DIMENSIONS, ROUGHOIN REQUIREMENTS, REQUIRED CLEARANCES, AND METHODS OF ASSEMBLY OF COMPONENTS AND ANCHORAGES. COORDINATE REQUIREMENTS WITH ARCHITECTURAL DRAWINGS FOR FIXTURES INSTALLED IN COUNTERTOPS AND CABINETS. FURNISH TEMPLATES FOR USE IN WOODWORK SHOP. C. WIRING DIAGRAMS: SUBMIT MANUFACTURER'S ELECTRICAL REQUIREMENTS AND WIRING DIAGRAMS FOR POWER SUPPLY TO UNITS. CLEARLY DIFFERENTIATE BETWEEN PORTIONS OF WIRING THAT ARE FACTORY INSTALLED AND FIELD INSTALLED PORTIONS. D. COLOR CHARTS: SUBMIT MANUFACTURER'S STANDARD COLOR CHARTS FOR CABINET FINISHES AND FIXTURE COLORS. E. MAINTENANCE DATA: SUBMIT MAINTENANCE DATA AND SPARE PARTS LISTS FOR EACH TYPE OF MANUFACTURED PLUMBING FIXTURES, VALVES AND TRIM. INCLUDE THIS DATA, PRODUCT DATA, AND SHOP DRAWINGS IN MAINTENANCE MANUAL; IN ACCORDANCE WITH REQUIREMENTS OF DIVISION 15. F. SUBMIT CERTIFICATION OF COMPLIANCE WITH SPECIFIED STANDARDS. G. SUBMIT CERTIFICATION OF COMPLIANCE WITH PERFORMANCE VERIFICATION REQUIREMENTS SPECIFIED IN THIS SECTION. 1.4 DELIVERY, STORAGE, AND HANDLING: A. STORE FIXTURES WHERE ENVIRONMENTAL CONDITIONS ARE UNIFORMLY MAINTAINED WITHIN THE MANUFACTURER'S RECOMMEND TEMPERATURES TO PREVENT DAMAGE. B. STORE FIXTURES AND TRIM IN THE MANUFACTURER'S ORIGINAL SHIPPING CONTAINERS. DO NOT STACK CONTAINERS OR STORE IN SUCH A MANNER THAT MAY CAUSE DAMAGE TO THE FIXTURE ON TRIM. 1.5 SEQUENCE AND SCHEDULING: A. SCHEDULE ROUGHOIN INSTALLATIONS WITH THE INSTALLATION OF OTHER BUILDING COMPONENTS. 1.6 MAINTENANCE: A. EXTRA STOCK- 1 . FURNISH SPECIAL WRENCHES AND OTHER DEVICES NECESSARY FOR SERVICING PLUMBING FIXTURES AND TRIM TO OWNER WITH RECEIPT IN A QUANTITY OF ONE DEVICE FOR EACH 10 FIXTURES, MINIMUM OF ONE WRENCH AND ONE DEVICE. 2. FOR EACH TYPE OF FAUCET, FURNISH FAUCET REPAIR KITS COMPLETE WITH ALL NECESSARY WASHERS, SPRINGS, PINS, RETAINERS, PACKINGS, O ®RINGS, SLEEVES, AND SEATS IN A QUANTITY OF i KIT FOR EACH 40 FAUCETS, MINIMUM ONE REPAIR KIT PER FAUCET TYPE. 1.7 MANUFACTURERS: A. ACCEPTABLE PRODUCTS BY MANUFACTURER - SEE SECTION 15010 FOR PRODUCT OPTIONS AND SUBSTITUTIONS WHERE ALLOWED BY THIS SECTION. ALL FIXTURES AND FAUCETS AND RELATED TRIM SHALL BE THE PRODUCT OF ONE MANUFACTURER ONLY, WHERE POSSIBLE, INCLUDING SPARE PARTS FOR ALL MANUFACTURERS PROVIDING PRODUCT ON THIS PROJECT. ACCEPTABLE: THE FOLLOWING LISTED MANUFACTURERS WILL BE ALLOWED WHEN ACCEPTED BY THE ENGINEER. THE BASIC PARAMETERS FOR EACH FIXTURE OR EQUIPMENT ITEM LISTED IN THESE SPECIFICATIONS, ESTABLISH THE COLOR, MATERIAL, GAUGE, FINISH, CONFIGURATION, STYLE, OPERATION, PERFORMANCE, NOMENCLATURE AND APPEARANCE TO BE USED AS THE BASIS OF EQUIVALENCY BY MANUFACTURERS SEEKING ACCEPTANCE OF EQUIVALENT PRODUCTS. DEVIATIONS OF ANY OF THE ABOVE PARAMETERS WILL NOT BE CONSIDERED AS ACCEPTABLE FOR USE ON THE PROJECT. CONDITIONS OF PRIOR APPROVAL IN THESE SPECIFICATIONS SHALL PREVAIL. 1. ALL FAUCETS FOR SINKS AND LAVATORIES SHALL BE PROVIDED WITH CERAMIC DISCS & LAMINAR FLOW CONTROLS ONLY. 2. LEAD FREE FAUCETS: (MANUAL & SPECIALTY), STANDARD AND SINGLE LEVER WITH CERAMIC DISCS, T & S BRASS - CHICAGO FAUCET - ZURN. 3. FLEXIBLE SUPPLIES 302 -18-8 FLEXIBLE STAINLESS STEEL TUBE WITH BRAIDED S.S JACKETS, MCGUIRE - CONVERTIBLE ONLY. 4. FLUSH VALVES, DIAPHRAGM OR TURBINE METERED TYPE: (MANUAL, ELECTRONIC, BATTERY OPERATED) BASE MFGR ALTERNATE ACCEPTABLE MFGR SLOAN ROYAL 11 GEBERIT ONLY SLOAN ROYAL GEBERIT ONLY 5. GARBAGE DISPOSERS: INSINKERATOR - WASTE KING, WITH VIBRATION ISOLATORS AND SOUND ATINUATION. 6. ICE MAKER BOXES: GUY GRAY - IPS CORP. 7. LABORATORY FAUCETS AND COCKS WITH CERAMIC DISCS -ZURN - T&S BRASS - CHICAGO FAUCET, WITH SERRATED ENDS AND VACUUM BREAKER SPOUTS AND INTEGRAL OR ADDED CHECK VALVES FOR BOTH FAUCET AND GAS COCKS INLET'S.. 8. LAMINAR FLOW FAUCET SPOUT END CONTROLS (ALL FAUCETS EXCEPT SERATED ENDS): KOHLER - OMNI - T &S BRASS - 2.5 GPM OR AS SPECIFIED. (NOTE AERATORS ARE NOT ACCEPTABLE). 9. PLUMBING FIXTURES: CAST IRON AND VITREOUS CHINA: AMERICAN STANDARD - CRANE - EWER - KOHLER - TOTO - BRIGGS - GERBER - BELVEDERE - ZURN.. 10. SHOCK ARRESTORS. PRECISION PLUMBING PRODUCTS (PPP) - SIOUX CHIEF - (BELLOWS TYPE WILL NOT BE ACCEPTED) NOTE, SHOCK ARRESTORS MUST BE GUARANTEED FOR THE LIFE OF THE BUILDING IN WRITING, INCLUDING REPLACEMENT AND CONSRTRUCTION MATERIALS AND LABOR COSTS TO ACCESS AND REPLACE OR REPAIR IN ORDER TO RECEIVE FINAL APPROVAL. 11. SINKS, STAINLESS STEEL, MEDICAL, ADA, KITCHEN CUSTOM AND UTILITY: SATIN #4 FINISH, 18-8 TYPE 302,- 304,- 316 (18 GAUGE OR AS SPECIFIED): ELKAY - JUST. 12. SUPPLY STOPS: BALL TYPE WITH 'CONVERTIBLE' WHEEL HANDLE -LOOSE KEY COMBINATION,'/ TURN. MCGUIRE ONLY. 13. THERMOSTATIC WATER MIXING VALVES FOR VOLUME FLOW: SYMMONS PRODUCTS AS SPECIFIED - (LIMITED TO A MAXIMUM OPERATING TEMPERATURE DIFFERENTIAL TO 10(F OR LESS, AND MINIMUM RATE OF CONTROLLED FLOW TO.S (1/2) G.P.M. @ 10 PSI PRESSURE DROP. 14. TOILET SEATS: BEMIS - (OPEN FRONT, NOTCHED BACK, WITH PERMANENT ANTIBACTERIAL TREATMENT BY THE MANUFACTURER UNLESS SPECIFIED OTHERWISE). 15. TRAP PRIMERS ALTERNATIVE: PROSET'TRAP GUARD" RETROFIT INSERTS FOR SPECIFIED DRAIN MFGRS. AS APPROVED AND /OR ACCEPTABLE TO THE JURISDICTIONAL AUTHORITY, VERIFY. 16. TRAP WRAP: A.DA SEAMLESS: MCGUIRE ONLY. 1.8 FIXTURES: (SEE PLUMBING FIXTURE SCHEDULE ON DRAWING) 1.9 FITTINGS, TRIM, AND ACCESSORIES: A. SUPPLIES AND STOPS FOR LAVATORIES AND SINKS: POLISHED CHROMEDPLATED, ANGLE STOP HAVING 1/21NCH INLET AND 3/81NCH O.D. X FLEXIBLE TUBING OUTLET, AND WITH SET SCREW WALL ESCUTCHEON. QUANTITY TO MATCH TRIM SPECIFIED. MCGUIRE CONVERTIBLE ONLY B. SUPPLIES AND STOPS FOR WATER CLOSETS: POLISHED CHROME? PLATED, MCGUIRE CONVERTIBLE ONLY ANGLE STOP HAVING 1 /2 INCH INLET AND 3/8 INCH O.D. X 121NCH LONG FLEXIBLE TUBING OUTLET WITH COLLAR, AND WALL ESCUTCHEON. C. TRAPS FOR SINKS: CAST BRASS, 1 01/2 INCH WITH SET SCREW ESCUTCHEON OR 2 INCH ADJUSTABLE "P' TRAP AND WASTE TO WALL. D. ESCUTCHEONS: CHROMEOPLATED CAST BRASS WITH SET SCREW. E. ALL ADA ACCESSIBLE LAVATORIES, SUPPLIES AND WASTE SHALL BE INSULATED WITH SEAMLESS VINYL COVERS. 1.10 EXAMINATION: A. VERIFY ALL DIMENSIONS BY FIELD MEASUREMENTS. VERIFY THAT ALL PLUMBING FIXTURES MAY BE INSTALLED IN ACCORDANCE WITH PERTINENT CODES AND REGULATIONS, THE ORIGINAL DESIGN, AND THE REFERENCED STANDARDS. B. EXAMINE ROUGHOIN FOR POTABLE WATER AND WASTE PIPING SYSTEMS TO VERIFY ACTUAL LOCATIONS OF PIPING CONNECTIONS PRIOR TO INSTALLING FIXTURES. C. EXAMINE WALLS, FLOORS, AND CABINETS FOR SUITABLE CONDITIONS WHERE FIXTURES ARE TO BE INSTALLED. D. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 1.11 INSTALLATION: A. INSTALL PLUMBING FIXTURES LEVEL AND PLUMB, IN ACCORDANCE WITH FIXTURE MANUFACTURER'S WRITTEN INSTRUCTIONS, ROUGHOIN DRAWINGS, AND PERTINENT CODES AND REGULATIONS, THE ORIGINAL DESIGN, AND THE REFERENCED STANDARDS. B. FASTEN PLUMBING FIXTURES SECURELY TO SUPPORTS OR BUILDING STRUCTURE. SECURE SUPPLIES BEHIND OR WITHIN WALL CONSTRUCTION TO PROVIDE RIGID INSTALLATION. C. INSTALL A FIXTURE WATER STOP VALVE IN AN ACCESSIBLE LOCATION. D. INSTALL SET SCREW ESCUTCHEONS AT EACH WALL, FLOOR, AND CEILING PENETRATION IN EXPOSED FINISHED LOCATIONS AND WITHIN CABINETS AND MILLWORK. E. SEAL FIXTURES TO WALLS AND FLOORS USING SILICONE SEALANT. MATCH SEALANT COLOR TO FIXTURE COLOR. F. VISIBLE PARTS OF FIXTURE BRASS AND ACCESSORIES SHALL BE CHROME PLATED. G. FINISHES ON ALL TRIM SHALL NOT BE CHROME PLATED PLASTIC. H. WHERE POSSIBLE, FIXTURES AND TRIM SHALL BE PRODUCT OF ONE MANUFACTURER AS SPECIFIED UNDER "FIXTURES IN GENERAL' OF EACH TYPE FIXTURE. 1. SOLIDLY ATTACH FLOOR MOUNTED WATER CLOSETS TO FLOOR WITH HEX EXPANSION SHIELD OF CAST IRON CLOSET FLANGES. 1.12 ADAACCESSIBILITY: A. REVIEW MECHANICAL AND ARCHITECTURAL DRAWINGS TO DETERMINE FIXTURES REQUIRING ADA ACCESSIBILITY. NOTIFY ARCHITECT/ENGINEER OF ANY PHYSICAL CONFLICTS PREVENTING FULL DIMENSIONAL COMPLIANCE PRIOR TO BEGINNING WORK. B. COMPLY WITH THE INSTALLATION REQUIREMENTS OF ANSI A117.1 AND PUBLIC LAW 9007480 WITH RESPECT TO PLUMBING FIXTURES FOR THE PHYSICALLY HANDICAPPED. ARRANGE FLUSH VALVEIFLUSN TANK HANDLES WITH PROPER ORIENTATION TO MEET ADA REQUIREMENTS. 1.13 FIELD QUALITY CONTROL: A. TEST FIXTURES TO DEMONSTRATE PROPER OPERATION UPON COMPLETION OF INSTALLATION AND AFTER UNITS ARE WATER PRESSURIZED. REPLACE MALFUNCTIONING UNITS, THEN RETEST. B. INSPECT EACH INSTALLED UNIT FOR DAMAGE. REPLACE DAMAGED FIXTURES. 1.14 ADJUSTING: A. ADJUST WATER PRESSURE AT FAUCETS AND FLUSH VALVES TO PROVIDE PROPER FLOW AND STREAM. B. REPLACE OF LEAKING OR DRIPPING FAUCETS AND STOPS. C. CLEAN FIXTURES, TRIM, AND STRAINERS USING MANUFACTURER'S RECOMMENDED CLEANING METHODS AND MATERIALS. 1.15 CLEANING: A. CLEAN FIXTURES, TRIM, AND STRAINERS USING MANUFACTURER'S RECOMMENDED CLEANING METHODS AND MATERIALS. 1.16 PROTECTION: A. PROVIDE PROTECTIVE COVERING FOR INSTALLED FIXTURES, WATER COOLERS, AND TRIM. B. DO NOT ALLOW USE OF FIXTURES FOR TEMPORARY FACILITIES UNLESS EXPRESSLY APPROVED IN WRITING BY THE OWNER. 1.17 MOUNTING HEIGHTS SCHEDULE: A. FIXTURE MOUNTING HEIGHT AND ROUGH -IN DIMENSIONS SHALL BE AS INDICATED ON THE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. 1.18 WATER CONSERVATION: ALL PLUMBING FIXTURES SHALL BE OF WATER CONSERVATIVE DESIGN. PROVIDE AS A MINIMUM DEVICES TO RESTRICT WATER FLOW AS FOLLOWS: 1. 2.2 GPM MAX 2. 2.5 GPM MAX 3. 1.6 GALLONS PER FLUSH OR LESS 4. 1 GALLON PER FLUSH FLOW CONTROL DEVICES SHALL BE PRESSURE REGULATING TYPES. END OF SECTION SECTION 15890 DUCTWORK 1.1 GENERAL A. ALL DUCTWORK SHALL BE GALVANIZED STEEL, LOCKFORMING QUALITY, FABRICATED IN ACCORDANCE WITH THE SMACNA DUCT CONSTRUCTION STANDARDS. B. ROUND DUCT. SPIRAL SEAM, GALVANIZED STEEL. C. INSULATED FLEXDUCT SHALL BE USED FROM SUPPLY DUCT TO AIR DIFFUSERS. 1. ALL FLEXIBLE DUCT SHALL BE RATED FOR SOUND ATTENUATION a. FLEXMASTER TYPE 8M 2. FLEXIBLE DUCT SHALL NOT EXCEED T -0" IN LENGTH. D. PROVIDE SPIN -IN FITTINGS WITH LOCKING DAMPER BEARINGS AT ALL FLEXIBLE OR ROUND SHEET METAL DUCT TAKE -OFFS. 1.2 DUCT SEALING A. SEAL ALL DUCTWORK IN ACCORDANCE WITH SMACNA SEAL CLASS "A . B. ALL EXTERIOR DUCTWORK SHALL BE SEALED WATER TIGHT. END OF SECTION SECTION 15910 DUCT ACCESSORIES 1.1 CONTROL DAMPERS: A. DAMPERS SHALL BE OPPOSED BLADE FOR VOLUME CONTROL AND PARALLEL BLADE FOR ISOLATION/SHUT -OFF SERVICE. FRAME SHALL BE MINIMUM 16 GAUGE GALVANIZED STEEL WITH WELDED CORNERS. BLADES SHALL BE DOUBLE SKIN GALVANIZED STEEL WITH SINGLE -LOCK SEAM, AIRFOIL SHAPE WITH A STRENGTH GREATER THAN 14 GAUGE. B. BLADE EDGE SEALS SHALL BE DOUBLE DUROMETER VINYL AND METALLIC COMPRESSION SEALS AT THE JAMBS. LEAKAGE SHALL NOT EXCEED 11.5 CFWF72 AT 4" W.C. S.P. C. AXLES SHALL BE SQUARE OR HEXAGONAL, PLATED STEEL, MOUNTED ON BRONZE OR STAINLESS STEEL BEARINGS. LINKAGE SHALL BE IN -JAMB TYPE LOCATED OUTSIDE THE AIRSTREAM. 1. RUSKIN CD50 OR EQUIVALENT. 1.2 FIRE DAMPERS: A. FIRE DAMPERS: PROVIDE DYNAMIC RATED TYPE B OR C FIRE DAMPERS EXCEPT AS NOTED ON DRAWINGS. CONSTRUCT SLEEVE OF GALVANIZED STEEL WITH BONDED RED ACRYLIC ENAMEL FINISH, GAUGE AS REQUIRED BY THE LISTING. ALL FIRE DAMPERS SHALL BE UL LABELED. PROVIDE FUSIBLE LINK RATED AT 160 TO 165DEG F (71 TO 74DEG C) UNLESS OTHERWISE INDICATED. SEE ARCHITECTURAL DRAWINGS FOR THE REQUIRED RATINGS. PROVIDE HORIZONTAL MOUNTED FIRE DAMPER WITH CLOSURE SPRING AND POSITIVE LOCK IN CLOSED POSITION. B. PROVIDE INTEGRAL SLEEVE TYPE G FIRE DAMPERS FOR SIDEWALL AIR DEVICES TERMINATING AT FIRE RATED WALLS. 1. RUSKIN DIBD20 -G OR EQUIVALENT. 1.3 COMBINATION FIREISMOKE DAMPERS: A. PROVIDE UL LABELED, CLASS 11 MINIMUM, MOTOR - DRIVEN COMBINATION FIRE/SMOKE DAMPERS IN SIZES INDICATED, WITH TYPE 304 STAINLESS STEEL SIDE SEALS, COMBINATION SILICONE/GALVANIZED STEEL EDGE SEALS, BRONZE OIL.ITE OR STAINLESS STEEL SLEEVE BEARINGS, GALVANIZED STEEL PARALLEL ACTING BLADES ALONG WITH THE FOLLOWING FEATURES. B. OUT OF AIRSTREAM IN -JAMB LINKAGE WITH STAINLESS STEEL PIVOTS. C. FACTORY SLEEVE, RED ENAMEL FINISH, CAULKED AND ATTACHED TO DAMPER IN ACCORDANCE WITH UL FIRE DAMPER REQUIREMENTS. D. PROVIDE FACTORY MOUNTED SPRING RETURN 24V ELECTRIC ACTUATOR AND ELECTRIC HEAT ACTUATED MANUAL RESET RELEASE DEVICE. THE DAMPER SHALL AT ALL TIMES BE CONNECTED TO THE ACTUATOR. THE DAMPER CLOSURE SHALL BE CONTROLLED TO NOT LESS THAN 7 SECONDS AND NO MORE THAN 15 SECONDS. RELEASE DEVICE SHALL BE SET AT 165 DEG F, UNLESS OTHERWISE NOTED. REPLACEABLE, FUSIBLE ELEMENTS ARE NOT ACCEPTABLE. E. WHERE INDICATED ON THE DRAWINGS OR INDICATED IN THE SEQUENCE OF CONTROL, PROVIDE FACTORY MOUNTED BLADE POSITION SWITCHES TO INDICATE FULLY OPEN AND FULLY CLOSED. F. DAMPER ACTUATOR SHALL FAIL CLOSE UPON LOSS OF POWER/CONTROL AIR. G. 1 -1/2 HOUR OR 3 HOUR RATING AS REQUIRED BY CONSTRUCTION TYPE. H. RUSKIN FSD36 OR EQUIVALENT. TURNING VANES: A. FABRICATED TURNING VANES: PROVIDE FABRICATED 22 GAUGE, SINGLE BLADE OR 24 GAUGE DOUBLE BLADED 4.10 RADIUS, 3-1/4" SPACING TURNING VANES AND TYPE 2, 4-1/2" WIDE RUNNERS, CONSTRUCTED IN ACCORDANCE WITH SMACNA - HVAC DUCT CONSTRUCTION STANDARDS" FIG 2.3. 1.5 DUCT ACCESS DOOR: A. ACCESS DOORS FOR LOW PRESSURE RECTANGULAR DUCT: CONSTRUCT OF SAME OR GREATER GAUGE AS DUCTWORK SERVED, PROVIDE DOUBLE WALL INSULATED DOORS FOR INSULATED DUCTWORK PROVIDE FLUSH FRAMES FOR UNINSULATED DUCTWORK, EXTENDED FRAMES FOR EXTERNALLY INSULATED DUCT. ALL ACCESS DOORS SHALL HAVE GASKET AND WILL BE AIR TIGHT. PROVIDE ONE SIDE HINGED, OTHER SIDE WITH ONE HANDLE -TYPE LATCH FOR DOORS 12" HIGH AND SMALLER, 2 HANDLE -TYPE LATCHES FOR LARGER DOORS. WHERE A HINGED DOOR CAN NOT BE FULLY OPENED A REMOVABLE DOOR MAY BE USED. B. ACCESS DOORS FOR MEDIUM AND HIGH PRESSURE RECTANGULAR DUCT. INSULATED DOUBLE WALL ROUND DOOR AND FRAME ARRANGED FOR 'SPIN-IN INSTALLATION, WITH CONTINUOUS GASKET IN FRAME FOR DOOR. LEAKAGE OF LESS THAN .5 CFM AT 6" W.G. 1. FLEXMASTER "INSPECTOR SERIES SPIN DOOR" OR EQUIVALENT. C. ACCESS DOORS FOR ROUND DUCT. SANDWICH TYPE DOOR, CONSTRUCTED OF AN INSULATED DOUBLE WALL OUTER DOOR CONNECTED TO GASKETED INNER PLATE CARRIAGE BOLTS WITH HAND KNOBS, AND FORMED TO FIT THE RADIUS OF THE DUCT. I. DUCTMATE'SANDWICH' OR EQUIVALENT. D. PROVIDE DUCT ACCESS DOORS WHETHER SHOWN OR NOT FOR INSPECTION AND CLEANING UPSTREAM OF ALL COILS, FANS, AUTOMATIC DAMPERS, FIRE DAMPERS (MINIMUM 1(" X 24' IN DUCTS LARGER THAN 18 '), FIREISMOKE DAMPERS, DUCT SMOKE DETECTORS AND ELSEWHERE AS INDICATED. REVIEW LOCATIONS PRIOR TO FABRICATION. PROVIDE MULTIPLE ACCESS DOORS FOR LARGE DUCTWORK TO PROVIDE ADEQUATE REACH TO EQUIPMENT. 1.6 FLEXIBLE CONNECTIONS: A. GENERAL: PROVIDE FLEXIBLE DUCT CONNECTIONS WHEREVER DUCTWORK CONNECTS TO VIBRATION ISOLATED EQUIPMENT. CONSTRUCT FLEXIBLE CONNECTIONS OF NEOPRENE - COATED FLAMEPROOF FABRIC CRIMPED INTO SHEET METAL FLANGES FOR ATTACHMENT TO DUCT AND EQUIPMENT. B. USE THE FOLLOWING PRODUCT TYPES FOR EACH APPLICATION ACCORDINGLY 1. INDOOR EQUIPMENT. HEAVY GLASS FABRIC, DOUBLE- COATED WITH DUPONT'S NEOPRENE, NON - COMBUSTIBLE FABRIC, FIRE RETARDANT COATING WITH GOOD RESISTANCE TO ABRASION AND FLEXING, CAPABLE OF OPERATING AT -10DEG F TO 200DEG F, "VENTGLAS' MODEL AS MANUFACTURED BY VENTFABRIC, INC., OR EQUIVALENT. 2. OUTDOOR EQUIPMENT (EXPOSED TO WEATHER AND SUN): HEAVY GLASS FABRIC, DOUBLE - COATED WITH DUPONTS HYPALON, NON - COMBUSTIBLE FABRIC, FIRE RETARDANT COATING WITH SUPERB RESISTANCE TO SUNLIGHT, OZONE AND WEATHER, "VENTLON" MODEL AS MANUFACTURED BY VENTFABRICS, INC. OR EQUIVALENT. ` END OF SECTION SECTION 15931 AIR DEVICES 1.1 GENERAL A. AIR DEVICES SHALL BE PROVIDED TO DISTRIBUTE SUPPLY AND RETURN AIR WITHIN INDIVIDUAL AREAS OF THE BUILDING. THEY SHALL INCLUDE REGISTERS, GRILLES, AND DIFFUSERS, AS SCHEDULED. B. ACCEPTABLE MANUFACTURERS INCLUDE; PRICE, TITUS AND KRUEGER. pz r• •! SECTION 15975 CONTROLS 1.1 GENERAL A. FOR THE REMODELED AREAS, THE CONTROLS WILL BE UPGRADED FROM PNUEMATIC TO DDC. PROVIDE DDC CONTROL SYSTEMS CONSISTING OF THERMOSTATS, CONTROL VALVES, DAMPERS, OPERATORS, INDICATING DEVICES, INTERFACE EQUIPMENT, AND OTHER APPARATUS REQUIRED TO OPERATED MECHANICAL SYSTEM AND TO PERFORM FUNCTIONS SPECIFIED. B. PROVIDE NECESSARY MATERIALS AND FIELD WORK NECESSARY TO CONNECT CONTROL COMPONENTS FACTORY SUPPLIED AS PART OF EQUIPMENT CONTROLLED, UNLESS SPECIFIED OTHERWISE. C. EXTEND EXISTING DDC CONTROLS UTILIZING HARDWARE AND SOFTWARE COMPATIBLE WITH CURRENT SYSTEM. PROVIDE FIELD CONTROL PANELS, INPUT /OUTPUT CARDS, APPLICATION SPECIFIC CONTROLLERS, LAN CABLING AND ROUTERS AND OTHER COMPONENTS AS REQUIRED TO PROVIDE A COMPLETE SYSTEM. PERFORM ALL PROGRAMMING AND MODIFY GRAPHICAL USER INTERFACE AS REQUIRED BY THIS WORK 1. THE EXISTING DDC SYSTEM IS JCI METASYS. 2. THE CONTROLS WORK SHALL BE PERFORMED BY JOHNSON CONTROLS. 1.2 SEQUENCE OF OPERATION: A. DUCT HEATING COILS: 1. MODULATE A NORMALLY OPEN, TWO -WAY CONTROL VALVE TO MAINTAIN THE THERMOSTAT SETTING. PROVIDE A WALL MOUNTED THERMOSTAT. B. HEAT RECOVERY: 1. THE HEAT RECOVERY SYSTEM SHALL RUN WHEN THE OUTSIDE AIR TEMPERATURE IS BELOW 40 DEG F (ADJ.) OR ABOVE 80DEG F (ADJ.). 2. THE PUMP SHALL RUN CONTINUOUSLY WHEN THE HEAT RECOVERY SYSTEM IS ENABLED. MONITOR PUMP STATUS AND INDICATE AN ALARM FOR PUMP FAILURE. 3. MODULATE THE CONTROL VALVE ON THE AIR HANDLER UNIT TO MAINTAIN THE DESIRED AHU SET POINT TEMPERATURE OR A MINIMUM COIL LEAVING FLUID TEMPERATURE OF 30 DEG F. (ADJ.) TO PREVENT FROSTING. C. AIR HANDLING UNIT 1. THE AIR-HANDLING UNIT SHALL BE CONTROLLED BY THE BUILDING AUTOMATION SYSTEM. 2. THE SUPPLY AND RETURN FANS SHALL RUN CONTINUOUSLY WHEN THE AHU IS ENABLED. MONITOR FAN STATUS, AND INDICATE AN ALARM FOR FAN FAILURE. 3. ECONOMIZER: BELOW AN OUTSIDE AIR TEMPERATURE OF 55 DEG F (ADJ.), THE OUTSIDE AIR, RETURN AIR AND EXHAUST AIR DAMPERS SHALL MODULATE TO MAINTAIN A 55 DEG F (ADJ.) MIXED AIR SET POINT. ABOVE AN OUTSIDE AIR TEMPERATURE GREATER THAN THE TEMPERATURE OF THE RETURN AIR, THE DAMPERS SHALL SET MINIMUM OUTSIDE AIR CONDITIONS. 4. WHEN THE SUPPLY AIR TEMPERATURE FALLS TO BELOW 55 DEG F (ADJ.), START THE HOT WATER COIL PUMP AND MODULATE THE HOT WATER CONTROL VALVE TO MAINTAIN SUPPLY AIR SET POINT. 5. WHEN THE OUTSIDE AIR TEMPERATURE RISES TO ABOVE 60 DEG F (ADJ.), ENABLE THE CHILLED WATER SYSTEM AND MODULATE THE CHILLED WATER CONTROL VALVE SHALL TO MAINTAIN SUPPLY AIR SET POINT. 6. FREEZE PROTECTION: WHEN THE AIR TEMPERATURE DOWNSTREAM OF THE HEATING COIL IS 40 DEG F OR LESS, THE SUPPLY AND RETURN AIR FANS SHALL CYCLE OFF, THE OUTSIDE AIR AND EXHAUST AIR DAMPERS SHALL CLOSE 100% AND THE RETURN AIR DAMPER SHALL OPEN 100% THE CONTROL VALVES SHALL OPEN 100% AND AN ALARM SHALL BE SENT. 7. ON DETECTION OF SMOKE FROM THE UNIT MOUNTED SMOKE DETECTORS OR ON SIGNAL FROM THE FIRE ALARM SYSTEM, THE SUPPLY AND RETURN FANS SHALL CYCLE OFF AND THE OUTSIDE AIR, RETURN AIR AND EXHAUST AIR DAMPERS SHALL CLOSE, AND AN ALARM SHALL BE SENT. 8. MONITOR FILTER STATUS (PRE AND FINAL FILTERS). INDICATE AN ALARM WHEN FILTERS ARE DIRTY AS INDICATED BY A PRESSURE SWITCH. D. EXHAUST FANS: 1. EXHAUST AIR FAN(S) SHALL RUN CONTINUOUSLY WITH MANUAL ON/OFF CONTROL THROUGH THE BUILDING AUTOMATION. END OF SECTION SECTION 15991 TESTING AND BALANCING 1.1 DESCRIPTION OF WORK A. THIS SECTION COVERS TESTING AND BALANCING OF ENVIRONMENTAL SYSTEMS INCLUDING BUT NOT LIMITED TO AIR DISTRIBUTION SYSTEMS, HYDRONIC DISTRIBUTION SYSTEMS, AND THE EQUIPMENT AND APPARATUS CONNECTED THERETO. 1.2 QUALIFICATIONS OF CONTRACTOR A THE CONTRACTOR SHALL PROCURE THE SERVICES OF AN AABC OR NEBB CERTIFIED, INDEPENDENT TESTING AND BALANCING AGENCY SPECIALIZING IN THE TESTING, ADJUSTING AND BALANCING OF ENVIRONMENTAL SYSTEMS TO PERFORM THE ABOVE MENTIONED WORK. 1.3 CODES AND STANDARDS A NEBB: "PROCEDURAL STANDARDS FOR TESTING, ADJUSTING, AND BALANCING OF ENVIRONMENTAL SYSTEMS' 1.4 PROJECT CONDITIONS A. AIR AND WATER TESTING AND BALANCING SHALL NOT BEGIN UNTIL THE SYSTEM HAS BEEN COMPLETED AND 1S IN FULL WORKING ORDER. B. PUT ALL HEATING, VENTILATING AND AIR CONDITIONING SYSTEMS AND EQUIPMENT INTO FULL OPERATION AND CONTINUE OPERATION OF SAME DURING EACH WORKING DAY OF TESTING AND BALANCING. 1.5 TEMPERATURE CONTROLS A. OPERATE ALL TEMPERATURE CONTROL SYSTEMS WITH THE TEMPERATURE CONTROL CONTRACTOR'S REPRESENTATIVE FOR PROPER SEQUENCE OF OPERATION AND CALIBRATION. REPORT IN WRITING ANY DEFIOCIENCIES TO THE ENGINEER IMMEDIATELY. 1.6 REQUIREMENTS OF WORK A. BALANCING PROCEDURE SHALL BE IN ACCORDANCE WITH NEBB OR AABC GUIDELINES FOR PROPORTIONAL BALANCE. SUBMIT REPORT ON STANDARD FORMS OR SUBMIT FORMS FOR REVIEW PRIOR TO BALANCING. MEASUREMENTS SHALL INCLUDE ALL MOTOR AMPERAGE AND VOLTAGE READINGS; MOTOR AND FAN RPMS; STATIC PRESSURE AT INLET AND OUTLET OF ALL PACKAGED EQUIPMENT, FANS, COILS, AND FILTERS; PITOT TUBE MEASUREMENT OF SUPPLY, EXHAUST, RETURN, AND OUTSIDE AIR MAIN DUCTS, AT MINIMUM OUTSIDE AIR, AND 100% (ECONOMIZER) OUTSIDE AIR; AIR INLET AND OUTLETS; WATER FLOW AT ALL FLOW MEASUREMENT STATIONS; INLET AND OUTLET PRESSURE AT PUMPS WITH FLOW CALCULATED FROM THE PUMP CURVE; WATER FLOW, AND PRESSURE DROP AT ALL COILS. B. PROVIDE BELTS AND SHEAVES AS REQUIRED FOR DRIVE CHANGES TO ADJUST FAN SPEED. C. ADJUST FLOWS TO WITHIN 10% OF REQUIRED QUANTITY. WHERE ROOM AIR PRESSURE RELATIONSHIPS ARE REQUIRED TO BE MAINTAINED AS SHOWN BY A DIFFERENTIAL OF SUPPLY AND EXHAUST /RETURN OR BY NOTE, ADJUST SUPPLY TO WITHIN 10% AND THEN ADJUST EXHAUST/RETURN TO PROVIDE THE INDICATED ROOM PRESSURE. IF ACTUAL QUANTITY IS LESS THAN 90 INVESTIGATE CAUSE, ATTEMPT TO RECTIFY AND NOTIFY ENGINEER. SUBMITTAL OF BALANCE REPORT WITH LESS THAN REQUIRED FLOWS WITHOUT EXPLANATION IS CAUSE FOR REJECTION OF REPORT. 1.7 REPORT OF WORK A. THE TESTING & BALANCING CONTRACTOR SHALL SUBMIT SIX (6) BOUND COPIES OF THE FINAL TESTING AND BALANCING REPORT AT LEAST 15 CALENDAR DAYS PRIOR TO THE MECHANICAL CONTRACTOR'S REQUEST FOR FINAL OBSERVATION. ALL DATA SHALL BE RECORDED ON APPLICABLE REPORTING FORMS. THE REPORT SHALL INCLUDE ALL OPERATING DATA, A LIST OF ALL EQUIPMENT USED IN THE TESTING AND BALANCING WORK, AND SHALL BE SIGNED BY THE SUPERVISING ENGINEER AND AFFIXED WITH HIS CERTIFICAOTION SEAL. FINAL ACCEPTANCE OF THIS PROJECT WILL NOT TAKE PLACE UNTIL A SATISFACTORY REPORT IS RECEIVED. 1.8 GUARANTEE OF WORK A. THE TESTING & BALANCING CONTRACTOR SHALL GUARANTEE THE ACCURACY OF THE TESTS AND BALANCE FOR A PERIOD OF 90 DAYS FROM DATE OF FINAL ACCEPTANCE OF THE TEST AND BALANCE REPORT. DURING THIS PERIOD, THE TESTING & BALANCING CONTRACTOR SHALL MAKE PERSONNEL AVAILABLE AT NO COST TO THE OWNER TO CORRECT DEFICIENCIES THAT MAY BECOME APPARENT IN THE SYSTEM BALANCE. END OF SECTION a A r ■► Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 0225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960 Consultant REI STRUCTURAL P.O. BOX 8009 AVON, COLORADO 81620 970.748.0711 F.970.748.0722 CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET LAKEWOOD, CO 80401 303.232.6200 F.303.232.3701 Issue /Revisions I Date ENo, TOV COMMENTS • - • Project Information V a ll e y � . �, Wr ,;�, ,,,, v � �"Ift " , I 11 � - � m I 11� .I- dic ; I �, E � I ♦ r RESEARCH INZ`371TUTE L ABORATO RY 1 81 W Meado V C 816 Sheet information Sheet Title: s T OVComments 20AUG2010 Num Sheet M1.3 DPA Project: 10907.00.000 COPYRIGHT 2010- DAVIS PARTNERSHIP, P.C. 1. EXISTING ITEMS TO REMAIN ARE DENOTED LIGHTLY UNLESS OTHERWISE NOTED. ALL ITEMS SHOWN HATCHED SHALL BE REMOVED UNLESS OTHERWISE NOTED. 2. CONTRACTOR SHALL NOT SHUT —OFF OR PUT —OUT OF SERVICE ANY SYSTEMS OR SERVICE WITHOUT FIRST COORDINATING WITH THE OWNER. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VISIT THE SITE AND UNDERSTAND THE EXTENT OF THE REMODEL WORK REQUIRED PRIOR TO BID. NO EXTRAS WILL BE ALLOWED FOR WORK REQUIRED TO ACHIEVE THE END RESULT AS INDICATED BY THE CONTRACT DOCUMENT. 4. CONTRACTOR SHALL DETERMINE AND COORDINATE THE EXACT EXTENT OF DEMOLITION TO FACILITATE ALL WORK INDICATED BY THE CONTRACT DOCUMENT. 5. PRIOR TO COMMENCEMENT OF ANY DEMOLITION WORK, VERIFY EXISTING CONDITIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES FOR RESOLUTION. 6. ALL ITEMS IDENTIFIED TO BE REMOVED SHALL BE REMOVED IN THEIR ENTIRETY UNLESS OTHERWISE NOTED. REMOVED ITEMS SHALL BE TURNED OVER TO THE OWNER UNLESS OTHERWISE NOTED AND STORED IN THE AREA DESIGNATED BY THE OWNER. REMOVE FROM SITE AND LEGALLY DISPOSE OF ALL ITEMS THE OWNER CHOOSES NOT TO ACCEPT. 7. WHERE EXISTING PIPING, T.C. TUBING /WIRING ETC. ARE TO BE REMOVED FROM WALLS WHICH ARE REMAINING, THE WALLS SHALL BE REPAIRED TO MATCH ORIGINAL CONDITIONS. 8. WHERE EXISTING PIPING TO BE REMOVED PASSES THROUGH FLOORS, THEY SHALL BE CUT BACK TO WITHIN CONCRETE AND FILLED WITH GROUT TO ACHIEVE A SMOOTH AND EVEN FINISH WITH CONCRETE SURFACE. 9. PIPING SYSTEMS SHALL BE REMOVED BACK TO A CIRCULATING BRANCH. DO NOT LEAVE A DEAD LEG IN THE PIPING. 10. SEAL ALL OPENINGS CAUSED BY DEMOLITION ON DUCTWORK TO REMAIN. KEY NOTES: PRIOR TO ANY DEMOLITION, THE TEST AND BALANCE CONTRACTOR SHALL DOCUMENT THE PERFORMANCE OF THE EXISTING AIR SYSTEMS (SUPPLY, RETURN, AND EXHAUST) FOR LEVEL ZERO. THE TESTING SHALL INCLUDE ALL INDIVIDUAL ROOM AIR FLOWS AND TOTAL FAN PERFORMANCES. SUBMIT REPORT TO ENGINEER. AFTER CONSTRUCTION IS COMPLETE, THESE NUMBERS WILL BE USED TO RE— BALANCE THE EXISTING AREAS THAT REMAINED. --�� ACCESS DEMOLITION FOR NEW AIR HANDLING UNIT AND EQUIPMENT. REMOVE ''�✓' AND REINSTALL AS MUCH EXISTING EQUIPMENT AND PIPING AS REQUIRED TO INSTALL THE NEW EQUIPMENT. REINSTALLED ITEMS TO MATCH PRE — CONSTRUCTION CONDITIONS. Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 0225 Main Street, Unit C101 I Edwards, CO 81632 970.926.8960 Consultant REI STRUCTURAL P.O. BOX 8009 AVON, COLORADO 81620 970.748.0711 F.970.748.0722 CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET LAKEWOOD, CO 80401 303.232.6200 F.303.232.3701 Issue /Revisions I Date MNo. TOV COMMENTS 10SEP10 1 Project Information Vail .,,,V Medical a a RESEARCH INSTITUTE RESEARCI �� ,■► � 1 • M eado w Colorado Cator, Ruma & Assoc. FILENAME: P: \VVMC \2010 -159 SPRI RESEARCH LAB \CAD \MECH \P— DHVG.DWG — MD2.1 PLOT: 09/08/2010 0 11: 25am REV: 09/08/2010 CAD: LKL XREF: tb.dwg bgg.dwg xbgg— fp- 10907.dwg xbgg— demo- 10907.dwg hvg.dwg lit PAR-1 IAL LEVEL 0 HVAC DEMO PL&N SCALE: 1/8"=V-0" N THIS WORK SHOWN AS EXISTING COND1110NS WAS TAKEN FROM OWNER FURNISHED DRAWINGS. CATOR, RUMA & ASSOCIATES, CO. IS NOT RESPONSIBLE FOR THE ACCURACY OF ANY INFORMATION WHICH WAS PROVIDED WITH THE OWNER FURNISHED DRAWINGS. FURTHERMORE, CATOR, RUMA & ASSOCIATES, CO. IS NOT RESPONSIBLE FOR THE ADEQUACY, CAPACITIES, SAFETY AND CONFORMANCE TO CURRENT PREVAILING CODES OF ANY WORK SHOWN AS EXISTING. j �� A 1 0 0 ARCHITECTS Sheet Information Sheet Title: PARTIAL LEVEL 0 HVAC DEMO PLAN T OVComments 20AUG2010 Num Sheet MD2nl !" • - ct: 10907 COPYRIGHT 2010.OWS PARTNERSHIP, P.0 a 0 0 N KEY NOTES: < > ROUTE DUCTWORK THROUGH JOIST SPACE (TYPICAL). BALANCE THE IN VITRO ROOM TO NEGATIVE PRESSURE ( -0.01 IN.W.C. -- ACROSS THE DOORS) BY ADJUSTING THE SUPPLY CFM. � ROUTE 32'/32" EXHAUST DUCT UP SHAFT TO EF -11. INSTALL EF -11 ON ROOF WITH ROOF CURB. Issue /Revisions I Date ENo. T OV COMMENTS - !Project Information Vail Valley Medical Center 1 81 W Meado C olorado i • Sheet Information Sheet Title: PARTIAL LEVELO HVAC PLAN Sheet Number: M2.1 Cator, Ruma & Assoc. FILENAME: P: \VVMC \2010 -159 SPRI RESEARCH LAB \CAD \MECH \P- HVG.DWG - M2.1 PLOT: 09/08/2010 0 11: 25am REV: 09/08/2010 CAD: LKL XRER tb.dwg bgg.dwg xbgg- fp- 10907.dwg xbgg - demo- 10907.dwg hvg.dwg DPA Project: 10907.00.000 COPYRIGHT 2010 • DAVIS PARTNERSHIP, P.C. 10 NNENN a mon g GENEML NOTES: ■ E N O W 1. WORK INCLUDED IN THE CONTRACT IS DENOTED IN BOLD. EXISTING CONDITIONS unnow TO REMAIN ARE DENOTED LIGHTLY. 2. A DETAILED METHOD OF PROCEDURE IS REQUIRED WHEN A CONSTRUCTION ACTIVITY AFFECTS THE SAFETY OF THE OCCUPANTS, OWNER'S EQUIPMENT OR VALUABLE CONTENTS OR ANY SYSTEM WHICH SUPPORTS THESE SYSTEMS, OR DAVIS ESSENTIALLY AFFECTS THE BUILDING MANAGEMENT, OPERATIONS OR SECURITY. 3 • CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING PA RT N E R S H 1 P CONDITIONS PRIOR TO COMMENCEMENT OF ANY WORK AND SHALL NOTIFY THE ENGINEER /ARCHITECT OF ANY DISCREPANCIES FOR RESOLUTION ARCHITECTS 4. COORDINATE WORK WITH ALL TRADES. 5. CONTRACTOR IS RESPONSIBLE FOR SECURING AND WEATHERPROOFING ANY ROOF OPENING NOT COMPLETED DURING WORKING HOURS. Denver l 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 6. COORDINATE ALL DUCTWORK AND PIPING WITH EQUIPMENT, STRUCTURE, ETC, Vail 0225 Main Street, Unit C101 7. CONTRACTOR SHALL NOT SHUT DOWN / TAKE OUT OF SERVICE ANY SYSTEMS Edwards, CO 81632 970.926.8960 WITHOUT FIRST COORDINATING WITH OWNER AND PREPARING M.O.P. 100.00n m REI STRUCTURAL P.O. BOX 8009 AVON, COLORADO 81620 970.748.0711 F.970.748.0722 HAG NOTES: CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET LAKEWOOD, CO 80401 1. ALL SUPPLY AIR DIFFUSERS ARE 4 -WAY AIR PATTERN UNLESS SHOWN 303.232.6200 F.303.232.3701 OTHERWISE. 2. DUCT SIZE OF BRANCH DUCT TO AIR DEVICE SHALL BE THE SAME SIZE AS NECK SIZE OF AIR DEVICE UNLESS NOTED OTHERWISE. 3. UNLESS OTHERWISE NOTED, ALL SUPPLY AIR DUCTWORK SHALL BE EXTERNALLY WRAPPED TO THICKNESS AS STATED IN SPECIFICATIONS. UNLESS OTHERWISE NOTED, ALL RETURN AND EXHAUST DUCTWORK IN CONDITIONED SPACE IS NEITHER LINED NOR WRAPPED. 4. RETURN AND EXHAUST DUCTWORK IS NEITHER LINED NOR WRAPPED. 5. PROVIDE ROOM AIR BALANCE TO ACHIEVE POSITIVE ( +) OR NEGATIVE ( -) AT THE DIFFERENTIAL PRESSURE INDICATED ON THE DRAWINGS. KEY NOTES: < > ROUTE DUCTWORK THROUGH JOIST SPACE (TYPICAL). BALANCE THE IN VITRO ROOM TO NEGATIVE PRESSURE ( -0.01 IN.W.C. -- ACROSS THE DOORS) BY ADJUSTING THE SUPPLY CFM. � ROUTE 32'/32" EXHAUST DUCT UP SHAFT TO EF -11. INSTALL EF -11 ON ROOF WITH ROOF CURB. Issue /Revisions I Date ENo. T OV COMMENTS - !Project Information Vail Valley Medical Center 1 81 W Meado C olorado i • Sheet Information Sheet Title: PARTIAL LEVELO HVAC PLAN Sheet Number: M2.1 Cator, Ruma & Assoc. FILENAME: P: \VVMC \2010 -159 SPRI RESEARCH LAB \CAD \MECH \P- HVG.DWG - M2.1 PLOT: 09/08/2010 0 11: 25am REV: 09/08/2010 CAD: LKL XRER tb.dwg bgg.dwg xbgg- fp- 10907.dwg xbgg - demo- 10907.dwg hvg.dwg DPA Project: 10907.00.000 COPYRIGHT 2010 • DAVIS PARTNERSHIP, P.C. 1. EXISTING ITEMS TO REMAIN ARE DENOTED LIGHTLY UNLESS OTHERWISE NOTED. ALL ITEMS SHOWN HATCHED SHALL BE REMOVED UNLESS OTHERWISE NOTED. 2. CONTRACTOR SHALL NOT SHUT-OFF OR PUT -OUT OF SERVICE ANY SYSTEMS OR SERVICE WITHOUT FIRST COORDINATING WITH THE OWNER. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VISIT THE SITE AND UNDERSTAND THE EXTENT OF THE REMODEL WORK REQUIRED PRIOR TO BID. NO EXTRAS WILL BE ALLOWED FOR WORK REQUIRED TO ACHIEVE THE END RESULT AS INDICATED BY THE CONTRACT DOCUMENT. 4. CONTRACTOR SHALL DETERMINE AND COORDINATE THE EXACT EXTENT OF DEMOLITION TO FACILITATE ALL WORK INDICATED BY THE CONTRACT DOCUMENT. 5. PRIOR TO COMMENCEMENT OF ANY DEMOLITION WORK, VERIFY EXISTING CONDITIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES FOR RESOLUTION. 6. ALL ITEMS IDENTIFIED TO BE REMOVED SHALL BE REMOVED IN THEIR ENTIRETY UNLESS OTHERWISE NOTED. REMOVED ITEMS SHALL BE TURNED OVER TO THE OWNER UNLESS OTHERWISE NOTED AND STORED IN THE AREA DESIGNATED BY THE OWNER. REMOVE FROM SITE AND LEGALLY DISPOSE OF ALL ITEMS THE OWNER CHOOSES NOT TO ACCEPT. 7. WHERE EXISTING PIPING, T.C. TUBING /WIRING ETC. ARE TO BE REMOVED FROM WALLS WHICH ARE REMAINING, THE WALLS SHALL BE REPAIRED TO MATCH ORIGINAL CONDITIONS. 8. WHERE EXISTING PIPING TO BE REMOVED PASSES THROUGH FLOORS, THEY SHALL BE CUT BACK TO WITHIN CONCRETE AND FILLED WITH GROUT TO ACHIEVE A SMOOTH AND EVEN FINISH WITH CONCRETE SURFACE. 9. PIPING SYSTEMS SHALL BE REMOVED BACK TO A CIRCULATING BRANCH. DO NOT LEAVE A DEAD LEG IN THE PIPING. \% PRIOR TO ANY DEMOUTION, THE TEST AND BALANCE CONTRACTOR SHALL DOCUMENT THE PERFORMANCE OF THE EXISTING HEATING HOT WATER AND CHILLED WATER SYSTEM FOR LEVEL ZERO. THE TESTING SHALL INCLUDE FLOWS FOR ALL COILS, RADIANT HEAT PANELS, AND FIN TUBE RADIATION. SUBMIT REPORT TO ENGINEER. AFTER CONSTRUCTION IS COMPLETE, THESE NUMBERS WILL BE USED TO RE- BALANCE THE EXISTING AREAS THAT REMAINED. ACCESS DEMOLITION FOR NEW AIR HANDLING UNIT AND EQUIPMENT. REMOVE AND REINSTALL AS MUCH EXISTING EQUIPMENT AND PIPING AS REQUIRED TO INSTALL THE NEW EQUIPMENT. REINSTALLED ITEMS TO MATCH PRE - CONSTRUCTION CONDITIONS. CHILLER s m MO RI N EN j 1 1 >r 1 a - Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 0225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960 Consultant REI STRUCTURAL P.O. BOX 8009 AVON, COLORADO 81620 970.748.0711 F.970.748.0722 CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET LAKEWOOD, CO 80401 303.232.6200 F.303.232.3701 Issue /Revisions Date Wo. TOV COMMENTS - Project Information SPORTS HWS HWR— — — — — 4 DCH- — — STORAGE DHC -10 Vail ,,,Vall WA" Med-mal Center i 181 W. Meadow Colorado • • • Sheet information Sheet Title: PARTIAL LEVEL 0 HVAC PIPING DEMO P1 AN N Cator, Ruma & Assoc. FILENAME: P: \VVMC \2010 -159 SPRI RESEARCH LAB \CAD \MECH \P- DHPG.DWG - MD3.1 PLOT: 09/08/2010 0 11: 25am REV. 09/08/2010 CAD: LKL XREF: tb.dwg bgg.dwg xbgg- fp- 10907.dwg xbgg- demo- 10907.dwg hvg.dwg hpg.dwg THIS WORK SHOWN AS EXISTING CONDITIONS WAS TAKEN FROM OWNER FURNISHED DRAWINGS. CATOR, RUMA & ASSOCIATES, CO. IS NOT RESPONSIBLE FOR THE ACCURACY OF ANY INFORMATION WHICH WAS PROVIDED WITH THE OWNER FURNISHED DRAWINGS. FURTHERMORE, CATOR, RUMA & ASSOCIATES, CO. IS NOT RESPONSIBLE FOR THE ADEQUACY, CAPACITIES, SAFETY AND CONFORMANCE TO CURRENT PREVAILING CODES OF ANY WORK SHOWN AS E XISTING. PARTIAL ♦ PIPING DEMO PLAN T ©V Comments 20 AUG 2010 Sheet Number: a I I m DPA Project: 10907.00.000 COPYRIGHT 2010 -DAVIS PARTNERSHIP, P.C. famon BENIN GENERAL NOTES: MEN � ■n■■ 1. WORK INCLUDED IN THE CONTRACT IS DENOTED IN BOLD. EXISTING CONDITIONS TO REMAIN ARE DENOTED LIGHTLY. 2. A DETAILED METHOD OF PROCEDURE 1S REQUIRED WHEN A CONSTRUCTION DAV � 4 5 ACTIVITY AFFECTS THE SAFETY OF THE OCCUPANTS, OWNER'S EQUIPMENT OR VALUABLE CONTENTS OR ANY SYSTEM WHICH SUPPORTS THESE SYSTEMS, OR ESSENTIALLY AFFECTS THE BUILDING MANAGEMENT, OPERATIONS OR SECURITY PQ RT � E R H 1 P 3 - CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF ANY WORK AND SHALL NOTIFY THE ARCHITECT ENGINEER /ARCHITECT OF ANY DISCREPANCIES FOR RESOLUTION. 4. COORDINATE WORK WITH ALL TRADES. 5. CONTRACTOR IS RESPONSIBLE FOR SECURING AND WEATHERPROOFING ANY ROOF Denver ( Den Blake Street, Suite 100 OPENING NOT COMPLETED DURING WORKING HOURS. 1 Denver, CO 84245 343.861.8555 6. COORDINATE ALL DUCTWORK AND PIPING WITH EQUIPMENT, STRUCTURE, ETC. Vail 0225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960 7. CONTRACTOR SHALL BE RESPONSIBLE FOR DEACTIVATION OF ROOF— MOUNTED EQUIPMENT AND ASSOCIATED INDOOR EQUIPMENT. ONLY ONE UNIT SHALL BE TAKEN OUT OF SERVICE AT ANY TIME, WITH REMAINDER OF UNITS I EFT OPERATIONAL 8. CONTRACTOR SHALL NOT SHUT DOWN / TAKE OUT OF SERVICE ANY SYSTEMS REI STRUCTURAL WITHOUT FIRST COORDINATING WITH OWNER AND PREPARING M.O.P. P.O. BOX 8009 AVON, COLORADO 81620 9 . ALL HEATING WATER SUPPLY AND RETURN BRANCH PIPING TO DUCT HEATING 970.748.0711 F.970.748.0722 COILS SHALL BE 3/4" UNLESS NOTED OTHERWISE. ALL PIPING TAKE —OFFS FROM MAINS SHALL BOTTOM TAKE —OFFS WITH SWING JOINTS. CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET [,� LAKEWOOD, CO 80401 K NO 303.232.6200 F.303.232.3701 CONNECT (E) HW AND CHIN PIPING TO NEW AIR HANDLING UNIT, PER THE COIL CONNECTION DETAILS. PUMPS P -1 AND P -2 ARE TO BE REUSED, BUT MAY NEED TO BE RE— PIPED. HEAT RECOVERY RUN AROUND LOOP. SEE DETAILS. M CHILLER Issue /Revisions I Date No TOV COMMENTS I -- Project Information 0 0 all L I" .,valley Medical Center STE RESEARCH INSTITUTE R ESE AR CH L ABORA T OR Y :T.Ayl*iTI EAT a] a M eadow 181 W. - ..:.. 1 Sheet Information Sheet Title: N PARTIAL 'LEVEL 0 HV AC PIP wr _A , TOV Comments 20 AUG 2010 Sheet Number: M3.1 Cotor, Rumo & Assoc. FILENAME: P: \VVMC \2010 -159 SPRI RESEARCH LAB \CAD \MECH \P— HPG.DWG — M3.1 PLOT: 09/08/2010 0 11: 24am REV: 09/08/2010 CAD: LKL XREF: tb.dwg bgg.dwg xbgg— fp- 10907.dwg xbgg — demo- 10907.dwg hvg.dwg hpg.dwg DPA Project: 10907.00.000 COPYRIGHT 2010 • DAVIS PARTNERSHIP, P.C. 1 2 "W UP I::]:: 2"SD UP i t UP T(3 3 "FD -1 OFFICE DO i �`•\ i. _ ICJ _'„ ..._.._..._._... _.._ _ I _�_____ dUMAN PE � , 3� 4" y r ----- - - - - -- -- 2 "V _ - BELOW FLOOR SLAB UP TO 4 "FCO 2 UP if � t 2 W UP 7 01+ SH UP - ' i OFFICE 2 ; PANTRY J il l L =-- S r- — 2 „V r ET UP TO FGO 's OWER t° <> --' 2 "W UP I ---- - - - - -- r i I t J OFF=ICE -� -� OFFICE it L it'll -- ----- -- ------- --- _ t r 1978 r U- r � I r _ T"I 2 "W UPS FI II ii II OFFICE 1 ; UP TO FCo y ii STORAGE I I `^ 3 - - - °� _.._. _ - - -- - - - -- < > 2 "W U TO FD 2�W VP TO FD V 4 "AD j 1 if. ill II Itu 2 "W UP<�> PALTRY 0 , . S ` -- - - - - -- j I 3" �Ir 2'V UP r - - ------ - 2 "W UP - y r ...- ..-4 4 "AD (� s PAR"11AL FOUNDATION PLUMBING DEMOLITION PLAN N Cotor, Rumo & Assoc. FILENAME: P: \VVMC \2010 -159 SPRI RESEARCH LAB \CAD \MECH \P- DPPF.DWG - PD2.0 PLOT- 09/08/2010 CAD 11: 24am REV: 09/08/2010 CAD: LKL XREF: tb.dwg ppf.dwg bgf.dwg xbgg- fp- 10907.dwg xbgg - demo- 10907.dwg S i OR JCE DEMOLITION GENERAL NOTES: 1. EXISTING ITEMS TO REMAIN ARE DENOTED LIGHTLY UNLESS OTHERWISE NOTED. ALL ITEMS SHOWN HATCHED SHALL BE REMOVED UNLESS OTHERWISE NOTED. 2. CONTRACTOR SHALL NOT SHUT -OFF OR PUT -OUT OF SERVICE ANY SYSTEMS OR SERVICE WITHOUT FIRST COORDINATING WITH THE OWNER. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VISIT THE SITE AND UNDERSTAND THE EXTENT OF THE REMODEL WORK REQUIRED PRIOR TO BID. NO EXTRAS WILL BE ALLOWED FOR WORK REQUIRED TO ACHIEVE THE END RESULT AS INDICATED BY THE CONTRACT DOCUMENT. 4. CONTRACTOR SHALL DETERMINE AND COORDINATE THE EXACT EXTENT OF DEMOLITION TO FACILITATE ALL WORK INDICATED BY THE CONTRACT DOCUMENT. 5. PRIOR TO COMMENCEMENT OF ANY DEMOLITION WORK, VERIFY EXISTING CONDITIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES FOR RESOLUTION. 6. ALL ITEMS IDENTIFIED TO BE REMOVED SHALT. BE REMOVED IN THEIR ENTIRETY UNLESS OTHERWISE NOTED. REMOVED ITEMS SHALL BE TURNED OVER TO THE OWNER UNLESS OTHERWISE NOTED AND STORED IN THE AREA DESIGNATED BY THE OWNER. REMOVE FROM SITE AND LEGALLY DISPOSE OF ALL ITEMS THE OWNER CHOOSES NOT TO ACCEPT. 7. WHERE EXISTING PIPING, T.C. TUBING/WIRING ETC. ARE TO BE REMOVED FROM WALLS WHICH ARE REMAINING, THE WALLS SHALL BE REPAIRED TO MATCH ORIGINAL CONDITIONS. 8. WHERE EXISTING PIPING TO BE REMOVED PASSES THROUGH FLOORS, THEY SHALL BE CUT BACK TO WITHIN CONCRETE AND FILLED WITH GROUT TO ACHIEVE A SMOOTH AND EVEN FINISH WITH CONCRETE SURFACE. 9. PIPING SYSTEMS SHALL BE REMOVED BACK TO A CIRCULATING BRANCH. DO NOT LEAVE A DEAD LEG IN THE PIPING. REMOVE EXISTING WASTE AND VENT PIPING AS SHOWN AND CAP AT MAIN(S) OR AS SHOWN. SAW -CUT FLOOR AS REQUIRED AND REPAIR FLOOR TO MATCH EXISTING. REMOVE EXISTING WASTE PIPING AS SHOWN. SAW -CUT FLOOR AS REQUIRED AND REPAIR FLOOR TO MATCH EXISTING. CAP PIPING IF SHOWN. < 3 REMOVE EXISTING FLOOR DRAIN VENT PIPING AS SHOWN. SAW -CUT FLOOR AS REQUIRED. SEE NEW WORK PLAN FOR VENT(S) RELOCATION. s M NEREN EMEEN EMMON a � Denver ( 2301 Blake Street, Suite 100 I Denver, CO 80205 303.861.8555 Vail 0225 Main Street, Unit 0101 I Edwards, CO 81632 970.926.8960 Consultant REI STRUCTURAL P.O. BOX 8009 AVON, COLORADO 81620 970.748.0711 F.970.748.0722 CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET LAKEWOOD, CO 80401 303.2326200 F.303.232.3701 Issue; Revisions I Date INNo. TOV COMMENTS 1OSEP10 1 [ Project Information • 1 81 W Meadow D rive Colorado Sheet Information Sheet Title: L [to] TOV Comments 20 AUG 2010 Sheet Number: m DPA Project: 10907.00.000 COPYRIGHT 2010 • DAVIS PARTNERSHIP. P.C. AJ A M M &Qp PARTNERSHIP ARCH ITECTS Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 0225 Main Street, Unit C101 I Edwards, CO 81632 970.926.8960 6 C] j 1I1 (E) WATER WALL BOX (E) 2 S - -I SPO R , `¢ 2 "V DN i E (E) 2 ' (E) WATER I F -WALL BOX f c � M I + t 2" 1 1/2' 3 / 4 " �' ► 'i HUMAN PERF, LAB -� _ i { ! 4 "FCO @° w _ E Ii° i ! '3 ► ► I ! 1r j E R (E) L.AVQ sf + t 01- t- i CF (E) WC f PANTRY E WC LAV <> I ? ! SHR._s(E) O FCO { f 3/4 i 1 1 y2" ` I IM T _ D JJ 1 _� OFFICE i! If � i ► - 2! OFFIC ,�,--�..,��(E) WATER IT ``� (E) WATER ! �✓ WALL BOX It ii ' WALL BOX --- - - - - -- } ► f E f l7'� ( TT�T�757TJ7lTy'11� / i 1978 `. IL (r i I FCOQ (E) S &K ii OFFICE 3! i i WITH i z s (E)�D)SHWASHER�:2�,} it i (E SHR VALVE; 12" 4 "WCO HAND SPRAT i"'�`'' j { 1�� (E) S.S. SINK I W /GD— 'r 2 1 /2 - i _ jj__ -' i - - - - ----- - - - -- r `�- 2" i it (E) WATER S I ORAGIL- i WALL BOXC { I { (E) WATER /' { WALL BOX { r { t i 2 "W DN ? 1 1/2 "V UP _ xs 1/2 - CA /HW DN C r ti 1 1/2, i, 0 �� 2" 1 OR41G - -- -► i, 7 -8. 1 /2 " 8" UP 3 / 4 " 1 /2A 6 "W DN = L--- -------- - I}_.,_.. _ — ---- - - .w...- -- _z — - -- -- — - —_-� ---- { r 4 "WCO 1 3,V 4 "GD -1 II 2" I 1 1 /2" 6 { 3/4" i •S 2 "CW, 1 1 /2 "HW AND 3 /4 "HWC UP 3 "V UP- 2 "CW DN OFFSET 2 "CW HEADER IN WALL TO FIXTURES 4 "SD ABOVE CEILING CONNECTED TO 4" BELOW FLOOR -{ ) 2" ! i I ii r I 3/4' I i d ! 4 "WCO r ► �i i I I� r 4 "WCO I{ r l i I ' 1 j! j 4 "W UP TO GD -1 - -- — --- - - - - -- --------- - -- --- SAND OIL INTERCEPTOR 1 /2' � 2" C 1 2" 3/4" I E r I !) { r i 3 "FD -2 x , , SEWAGE ► i / EJECTOR `✓ rlr t it i -1` 7 r I fl i FC0 �1 yy FCO i r{ i i f{ 3" 1 I ► I �{ 1 I I 1 1 1 ! 1 it PARTIAL LEVEL U PLUMBING DEMOLITION PLAN SCALE: 1/8"=l'-O" Cotor, Ruma & Assoc. FILENAME: P: \VVMC \2010 -159 SPRI RESEARCH LAB \CAD \MECH \P- DPPG.DWG - PD2.1 PLOT: 09/08/2010 0 11: 24am REV: 09/08/2010 CAD: LKL XRER tb.dwg bgg.dwg xbgg- fp- 10907.dwg xbgg- demo- 10907.dwg ppg.dwg 4" J _,/4 - RD UP --' I P 4 "FCO y , ;s4 � 3' "A r j f y D . • r, 4" FCO SEWAGE EJECTOR CONTROL PANEL 1. EXISTING ITEMS TO REMAIN ARE DENOTED LIGHTLY UNLESS OTHERWISE NOTED. ALL ITEMS SHOWN HATCHED SHALL BE REMOVED UNLESS OTHERWISE NOTED. 2. CONTRACTOR SHALL NOT SHUT -OFF OR PUT -OUT OF SERVICE ANY SYSTEMS OR SERVICE WITHOUT FIRST COORDINATING WITH THE OWNER. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VISIT THE SITE AND UNDERSTAND THE EXTENT OF THE REMODEL WORK REQUIRED PRIOR TO BID. NO EXTRAS WILL BE ALLOWED FOR WORK REQUIRED TO ACHIEVE THE END RESULT AS INDICATED BY THE CONTRACT DOCUMENT, 4. CONTRACTOR SHALL DETERMINE AND COORDINATE THE EXACT EXTENT OF DEMOLITION TO FACILITATE ALL WORK INDICATED BY THE CONTRACT DOCUMENT. 5. PRIOR TO COMMENCEMENT OF ANY DEMOLITION WORK, VERIFY EXISTING CONDITIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES FOR RESOLUTION. 6. ALL ITEMS IDENTIFIED TO BE REMOVED SHALL BE REMOVED IN THEIR ENTIRETY UNLESS OTHERWISE NOTED. REMOVED ITEMS SHALL BE TURNED OVER TO THE OWNER UNLESS OTHERWISE NOTED AND STORED IN THE AREA DESIGNATED BY THE OWNER. REMOVE FROM SITE AND LEGALLY DISPOSE OF ALL ITEMS THE OWNER CHOOSES NOT TO ACCEPT. 7, WHERE EXISTING PIPING, T.C. TUBING/WIRiNG ETC, ARE TO BE REMOVED FROM WALLS WHICH ARE REMAINING, THE WALLS SHALL BE REPAIRED TO MATCH ORIGINAL CONDITIONS. 8. WHERE EXISTING PIPING TO BE REMOVED PASSES THROUGH FLOORS, THEY SHALL BE CUT BACK TO WITHIN CONCRETE AND FILLED WITH GROUT TO ACHIEVE A SMOOTH AND EVEN FINISH WITH CONCRETE SURFACE. 9. PIPING SYSTEMS SHALL BE REMOVED BACK TO A CIRCULATING BRANCH. DO NOT LEAVE A DEAD LEG IN THE PIPING. '� REMOVE EXISTING FIXTURE AND ALL ASSOCIATED PIPING, CW /HW /VENT AS SHOWN AND CAP. RETURN FIXTURE TO OWNER IN GOOD CONDITION. < REMOVE EXISTING EQUIPMENT /FIXTURE AND ALL ASSOCIATED PIPING. RETURN TO OWNER IN GOOD CONDITION. REMOVE EXISTING WALL BOX AND CW SUPPLY PIPING BACK TO MAIN AND CAP. IF THE WALL BOX HAS A CONNECTED WASTE DRAIN, REMOVE THE ASSOCIATED WASTE AND VENT PIPING BACK TO THE MAIN(S) AND CAP. SAW -CUT THE FLOOR AS REQUIRED AND REPAIR THE FLOOR TO MATCH THE EXIS7ING FLOOR. FLOOR DRAIN VENTS ARE TO BE RELOCATED, SEE NEW WORK PLAN. <�> REMOVE EXISTING VENT/WASTE PIPING AS SHOWN. REISTRUCTURAL P.O. BOX 8009 AVON, COLORADO 81620 970.748.0711 F.970.748.0722 CATOR RUMA & ASSOCIATES CO. 896 TABOR STREET LAKEWOOD, CO 80401 303.232.6200 F.303.232.3701 I M, Y jpqq a - 8 2010 issue /Revisions I Date NNo. T OV CO MMENTS Project information V V M -d e v STE R ESE AR CH RESEARCH ` OR `� i s M eado w 181 W. C olorado 8 1 6 57 Sheet Information Sheet Title: TOV Comments 20 AUG 2010 Sheet Number: PD2 DPA Project: 10907.00.000 COPYRIGHT 2456- OAVIS PARTNMSHIP, P.C. 5 NNEEN NERIN MENEM unnom .- Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 0225 Main Street, Unit 0101 Edwards, CO 81632 970.926.8960 Consultant REI STRUCTURAL P.O. BOX 8009 AVON, COLORADO 81620 970.748.0711 F.970.748.0722 r� 0 4 "AD it,;MAN RERE. L i 771 GRNjDERJ1},C} sw I j r 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF ANY WORK. 2. COORDINATE WORK WITH ALL TRADES. 3. INVERT ELEVATIONS SHOWN ARE BASED ON A GROUND FLOOR FINISH ELEVATION OF 100.00', 4. SEE ARCHITECTURAL CONSTRUCTION DOCUMENTS FOR EXACT LOCATION OF PLUMBING FIXTURES AND WALLS. 5. PROVIDE A WALL CLEANOUT ON ALL VENT PIPING BELOW SLAB PER UPC REQUIREMENTS. r 1. CONTRACTOR SHALL NOT SHUT– OFF/PUT OUT OF SERVICE ANY SYSTEMS /SERVICES WITHOUT FIRST COORDINATING NTH OWNER. 2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF ANY WORK AND SHALL N011FY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES FOR RESOLUTIONS. 3. THIS CONTRACTOR SHALL COORDINATE LOCATIONS OF PIPING WITH OTHER TRADES AND ADVISE ARCHITECT/ENGINEER OF ANY POSSIBLE CONFLICTS. VERIFY EXACT LOCATIONS, ELEVATIONS AND DIMENSIONS OF STRUCTURAL MEMBERS AND OPENINGS. 4 • SEE SPECIFICATIONS FOR WATER HAMMER ARRESTOR SIZING. ALL FLUSH VALVES AND SOLENOID OPERATED EQUIPMENT SHALL HAVE A WATER HAMMER ARRESTOR, 5. SEE PLUMBING FIXTURE SCHEDULE FOR PIPE SIZING TO INDIVIDUAL PLUMBING FIXTURES. 6. ALL EXISTING FIXTURES AND EQUIPMENT TO BE REMOVED SHALL HAVE ALL ASSOCIATED PIPING CONTROLS, HANGERS, SUPPORTS AND ANY MISCELLANEOUS ASSOCIATED SERVICE OR PART REMOVED COMPLETELY. 7. ALL MEDICAL GAS PIPING SHALL HAVE TOP TAKE –OFFS WHENEVER POSSIBLE. 8. REFER TO ARCHITECTURAL DRAWINGS FOR ROOF PENETRATION DETAILS. 9, REFER TO ARCHITECTURAL DRAWINGS FOR FIXTURE ELEVATIONS AND LOCATIONS. 10. INVERT ELEVATIONS SHOWN ARE BASED ON A GROUND FLOOR FINISH ELEVA11ON OF XXXX,XX. 11. SEE ARCHITECTURAL CONSTRUCTION DOCUMENTS FOR DIMENSIONED LOCATION OF PLUMBING FIXTURES AND WALLS. 12. PROVIDE CLEANOUTS IN ACCESSIBLE LOCATIONS PER THE PROJECT SPECIFICATIONS AND LOCAL PLUMBING CODES. CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET LAKEWOOD, CO 80401 303.232.6200 F.303.232.3701 Issue /Revisions Date No. T OV COMMENTS - Project Information V V m a a F R ESE AR CH R ESE AR CH LA BORATOR Y � A � 11 Aj1 : - " — - • M eado w Colorado 81 Sheet Information 4 "AD - - PARTIAL FOUNDATION PLUM N • Sheet Title: PARTIAL F P LUMBING -_. TOV Comments 20 AUG 2010 Sheet Number: t , Catar, Ruma & Assoc. FILENAME: P: \VVMC \2010 -159 SPRI RESEARCH LAB \CAD \MECH \P– PPF.DWG – P2.0 PLOT: 09/08/2010 0 11: 24am REV: 09/08 /2010 CAD: LKL XREF: tb.dwg ppf.dwg bgf.dwg xbgg– fp- 10907.dwg xbgg – demo- 10907.dwg DPA Project: 10907.00.000 COPYRIGHT 2.010 - OAVIS PARTNERSHIP, P.C. 2" LVAC PUMP EXHAUST PER NFPA LAB REQUIRR I l1 I e 1 i IL -- FIRE PROTECT E ION NOTE PROVIDE A COMPLETE WET PIPE FIRE PROTECTION SYSTEM AS REQUIRED IN ACCORDANCE WiTH NFPA 13 ){ y . i 1 AND THE LOCAL AHJ REQUIREMENTS. NEW SPRINKLER i 3/" i 4 "FCO °� " _ I HEADS ARE TtY# . fClt� EXISTING HEADS BABOON i i AREA CLASSiFIC fON. SEE FIRE PROTEG !TES 1 1 FOR ADDITIONAL INFORMATIONS t 2" 1 1/2 t 1 1 vNS EI I 7i (' 2 1 / 2 " 3/4" _ T 2 1 f2" o t i / FCO SD DN i " :sr' t ! 3 4 L _ I� " Ir _ s IE j� i 1 0 3-FD-1 { " 1 { I (E)FCO „ 3j4” DN 11 1/2 Lf w a. 4i „ 3 4"HW DN 3/4 _ I S ; 1N_ WALI_ �2 1 �� ( S--4 2 >.� 1 /WC l ` fir'' I� _ CALIBRATE EXISTING I' t : r -1 ! BALANCING, VALVE �,�< < t c 1 Z �� TO 1 GPM r i , -"� - -- - -- 1 /2 "HWC ' ` i I f 19 Jt Ef1 E EXT FCO 0 \ ' DISHWASHER. { � (BYE) C)¢ CALIB GPM T S -3 <3 4 - yt n ( ; (E) WATER 1 1 r ! WALL BOX 1...N.....,� -=�- - -- -r ; - - - - -� 3 /4 "HW RETURN (E) 2-FD 2» ---- ° - - - --i i I TO HWC MAIN ! Ii t 3 /4 "CWMW DN TO t I S -3 AND LW-1 2-FD < q, CEILING DROPS (LA, LVAC, C (E) �NATER STORAGE � ' RE: CEILING PANEL DETAIL WALL BOX i i i ! O(E) WATER r_ 1 WALL BOX { ` �, 8 WC -1 t LA ` LVAC -LA L - 1 2 "WjDN �� t �i it t 1 2" ! 1 1 /2" 3/4" 12" 4 "WCO 2 "CW, 1 1 /2 "HW AND 3 /4 "HWC UP 3 "V UP- 4" �_,/4 UP -' 4 "FCO E iI {� {4 " !mac it {{ E � � S OFFSET 2 "CW HEADER IN WALL TO FIXTURES 4 "SD ABOVE CEILING -J CONNECTED TO 4" BELOW FLOOR 1 1/2" 8" 1/2' t i coI POCIIR 2 " ! ?1E 3/4" t I ii t1 2" t 1 3 / 4 " 7 r 1" w 2m Cator, Rumo & Assoc. FILENAME: P: \VVMC \2010 -159 SPRI RESEARCH LAB \CAD \MECH \P- PPG.DWG - P2.1 PLOT: 09/08/2010 ® 11: 23am REV: 09/08/2010 CAD: LKL XREF: tb.dwg bgg.dwg xbgg- fp- 10907.dwg xbgg - demo- 10907.dwg ppg.dwg PARTIAL LEVEL. Q PLUMBING PLAN H SCALE :1 / 8 „ =1' —Q” • "! i • 1. FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY FOR THE INSTALLATION OF A COMPLETE AND PROPERLY FUNCTIONING FiRE PROTECTION SYSTEM. 2. THE INFORMATION PRESENTED ON THESE DRAWINGS iS DIAGRAMMATIC. IT DOES NOT NECESSARILY REPRESENT ALL ELBOWS, OFFSETS, HANGERS, ETC., REQUIRED FOR A COMPLETE WORKING SYSTEM. 3. ALL FiRE PROTECTION SYSTEMS INSTALLED SHALL BE iN ACCORDANCE WiTH NFPA -13, 14, 20, ETC. AND LOCAL BUILDING CODES AND ORDINANCES, 4. FIRE PROTECTION CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL NEW FIRE PROTECTION EQUIPMENT AND PIPING WITH ALL OTHER TRADES PRIOR TO SUBMITTAL OF SHOP DRAWINGS AND SYSTEM INSTALLATION, SO AS NOT TO INTERFERE WITH THE ROUTING OF NEW DUCTWORK, PLUMBING PIPING, ETC. 5. PROVIDE ALL FITTINGS, RISER NIPPLES, ARM- OVERS, HANGERS, ETC. TO MAINTAIN CONFORMANCE WITH APPLICABLE STANDARDS AND TO POSITION THE SPRINKLERS IN THE PROPER LOCATIONS. 6. SEAL ALL PiPE PENETRATIONS THROUGH FIRE RATED WALLS AND CEILINGS WiTH FIRE STOPPING MATERIALS AS REQUIRED. 7. FOR REMODEL AREAS NEW SPRINKLERS SHALL MATCH EXISTING SPRINKLERS. 8. HYDRAULICALLY CALCULATE THIS FIRE SPRINKLER SYSTEM PER NFPA -13. 9. PROVIDE FIELD COORDINATION OF PIPING AND SPRINKLER INSTALLATIONS WITH DUCTWORK, LIGHTS, SMOKE DETECTORS, DIFFUSERS, ETC. i 1. CONTRACTOR SHALL NOT SHUT -OFF /PUT OUT OF SERVICE ANY SYSTEMS /SERVICES WITHOUT FIRST COORDINATING WiTH OWNER. 2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF ANY WORK AND SHALL NOTIFY THE ARCHITECT /ENGINEER OF ANY DISCREPANCIES FOR RESOLUTIONS. 3. THIS CONTRACTOR SHALL COORDINATE LOCATIONS OF PIPING WITH OTHER TRADES AND ADVISE ARCHITECT /ENGINEER OF ANY POSSIBLE CONFLICTS. VERIFY EXACT LOCATIONS, ELEVATIONS AND DIMENSIONS OF STRUCTURAL MEMBERS AND OPENINGS. 4 • SEE SPECIFICATIONS FOR WATER HAMMER ARRESTOR SIZING. ALL FLUSH VALVES AND SOLENOID OPERATED EQUIPMENT SHALL HAVE A WATER HAMMER ARRESTOR. 5 • SEE PLUMBING FIXTURE SCHEDULE FOR PIPE SIZING TO INDIVIDUAL PLUMBING FIXTURES. 6. ALL EXISTING FIXTURES AND EQUIPMENT TO BE REMOVED SHALL HAVE ALL ASSOCIATED PIPING CONTROLS, HANGERS, SUPPORTS AND ANY MISCELLANEOUS ASSOCIATED SERVICE OR PART REMOVED COMPLETELY: 7. ALL MEDICAL GAS PIPING SHALL HAVE TOP TAKE -OFFS WHENEVER POSSIBLE, 8. REFER TO ARCHITECTURAL DRAWINGS FOR ROOF PENETRATION DETAILS. 9. REFER TO ARCHITECTURAL DRAWINGS FOR FIXTURE ELEVATIONS AND LOCATIONS. 10. INVERT ELEVATIONS SHOWN ARE BASED ON A GROUND FLOOR FINISH ELEVATION OF XXXX.XX. 11. SEE ARCHITECTURAL CONSTRUCTION DOCUMENTS FOR DIMENSIONED LOCATION OF PLUMBING FIXTURES AND WALLS. 12. PROVIDE CLEANOUTS IN ACCESSIBLE LOCATIONS PER THE PROJECT SPECIFICATIONS AND LOCAL PLUMBING CODES. t'KUVtUL 1/1 t:W /ht W, i 1 /:C V ANU 1 W W /W(:U. LUNNt(:1 !U LAVATORY /SINK. 2 t PROVIDE 1 "CW AND SHOCK ARRESTOR W /SWEAT CONNECTION (SA -1) W ISOLATION VALVE (INSTALL SHOCK ARRESTOR PER MANUFACTURES INSTRUCTIONS), 2 "V AND 4 "W W/WCO. CONNECT TO WATER CLOSET. < 3�`> PROVIDE 1 /2 "CW /HW FROM 3 /4 "CW/HW DROPS, CONNECT TO SINKS MANUAL FAUCET. PROVIDE 1 /2 "CW/HW FROM 3 /4 "CW/HW DROPS. CONNECT TO SINKS HANDS FREE FAUCET. PROVIDE 1 1/2 "V AND 2 "W W/WCO. CONNECT TO SINK. OFFSET 1 /2 "CW/HW FROM 3 /4 "CW /HW DROPS. CONNECT TO MIXING VALVE (MV -1) AND CONNECT. PROVIDE 1/2" TEMPERED WATER FROM MIXING VALVE TO EMERGENCY EYEWASH (EW -1) PER MFR. INSTRUCTIONS. 4> PROVIDE 2 "W STANDPIPE W/P -TRAP AND VENT FROM SINKS 2" WASTE PIPING. PROVIDE /OFFSET 1 /2 "HW W /BALL VALVE FROM ADJACENT SINK AND CONNECT TO DISHWASHER (BY OTHERS). CONNECT WASTE FROM DISHWASHER TO ADJACENT SINKS 2" STANDPIPE W/P -TRAP. PROVIDE A 1 1/2" WYE AT TOP OF THE VENTED STANDPIPE AND CONNECT DISHWASHER DISCHARGE TO TOP OF WYE FITTING. SECURE W/HOSE CLAMP. PROVIDE SHOCK ARRESTOR (SA -1) ON 1 /2 "HW SUPPLY TO DISHWASHER DOWNSTREAM OF ISOLATION VALVE. < PROVIDE 1 /2 "CW, 1 /2 1A AND 3/4 "LVAC. CONNECT TO CEILING OUTLET(S) (RE: CEILING PANEL DETAIL) PER MANUFACTURERS INSTRUCTIONS, RE: ARCHITECTURAL PLANS FOR EXACT LOCATION OF CUSTOM MADE CEILING PANEL(S), C7,> PROVIDE FLOOR DRAIN WITH "PRO -SET" TRAP GUARD. <>8 PROVIDE 1 /2 "CW/HW, 1 1 /2 "V AND 2 "W FROM EXISTING CW/HW /V /W PIPING. CONNECT TO NEW LAVATORY. V PROVIDE 1 "CW FROM EXISTING 1 "CW PIPING AND A NEW SHOCK ARRESTOR W /SWEAT CONNECTION (SA -1) W /NO ISOLATION VALVE (INSTALL SHOCK ARRESTOR PER MANUFACTURES INSTRUCTIONS), 2 "V AND 4 "W W/WCO FROM EXISTING 2 "V AND 4 "W. CONNECT TO WATER CLOSET. 10 CONTRACTOR IS RESPONSIBLE FOR ALL FIELD ADJUSTMENTS TO THE EXISTING CW /HW /V /W PIPING TO COMPLETE THE INSTALLATION OF THE NEW FIXTURE. SAW -CUT SLAB FOR ALL BELOW SLAB WORK AND REPAIR FLOOR TO MATCH EXISTING. REPAIR WALLS TO MATCH EXISTING. PARTNERSHIP ARCHITECTS Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 0225 Main Street, Unit 0101 Edwards, CO 81632 970.926.8960 MINI 1111 REI STRUCTURAL P.O. BOX 8009 AVON, COLORADO 81620 970.748.0711 F.970.748.0722 CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET LAKEWOOD, CO 80401 303.232.6200 F.303.232.3701 fssUe /Revisions IlDate EN o T OV CO MMENTS Project Information Vail e Medical 'Center . ! i I RESEARCH INSTITUTE R ESE AR CH L 181 W. Mea V C o l orado 816 Sheet information Sheet Title: PARTIAL LEVELO PLUMBING PLAN TOV Comments 20 AUG 2010 Sheet Number: P2n1 1 /24V UP I 1/2 -DNS i ! 1 " i 8" UP 3 / 4 `' - 1 6 "W DN T - -- �-_ _ SD - - - -- -� —_ -__ �- 4 "WCO i 3 "V 4 "GD -1 1 4 "W UP i j TO GD -1 i 1 � 1/2 2" " t C -� i 2 3/4 i ! i 3 "FD -2 { _ 'HB -1 I I SEWAGE 11 ff ! j EJECTOR 1 t i f ! i t 1 4 WCO t J 4 FCO j i I SAND OIL INTERCEPTOR E FCO! 4 "WCO i i i x°'°° t j i t C O t t » J - -- �— ._ - -- - -- - - - - - -- <<1 t i _— — _ _— _ -- _ � -------- v--- - - - - -' -------- ------' ---------------------- - - - - -- - y ; ; SEWAGE EJECTOR -------- -- - I 1 ? i CONTROL PANEL DPA Project: 10907.00.000 COPYRIGHT 2050 • DAVIS PARTNERSHIP, P.C. GENERAL ELECTRICAL LEGEND (Not aid symbols listed below ore used on these drawings) SYMBOL DESCRIPTION 11 SYMBOL DESCRIPTION LIGHTING TELEPHONE TERMINAL CABINET RECESSED FLUORESCENT LUMINAIRE, LAY -IN ® RECESS MOUNTED WALL LUMINAIRE ® RECESSED FLUORESCENT LUMINAIRE, FLANGED PC PORCELAIN KEYLESS LAMPHOLDER, BRYANT #5228 W/ 10OW A19 LF. LAMP. 'PC' INDICATES PULLCHAIN ® SURFACE OR PENDANT MOUNTED LUMINAIRE a -1-70 TRACK LIGHTING TELEPHONE OUTLET, FLOOR MOUNTED SURFACE OR PENDANT MOUNTED STRIP OR INDUSTRIAL LUMINAIRE 4 1z= P EMERGENCY LIGHTING UNIT TA G A SHADING INDICATES EM SYSTEM, LOWER CASE SUBSCRIPT INDICATES SWITCHING, UPPER CASE SUBSCRIPT INDICATES LUMINAIRE TYPE TYP INTERCOM STATION EXIT LIGHT, ARROWS AS INDICATED, FACES INDICATED BY SHADING 0 SURFACE MOUNTED CEILING LUMINAIRE EXTERIOR BOLLARD LUMINAIRE ON SITE PLAN) O POLE MOUNTED LUMINAIRE F0 SURFACE MOUNTED WALL LUMINAIRE 04 SPOT LIGHT ® RECESS MOUNTED CEILING LUMINAIRE ® DARKROOM SAFE LIGHT (TWO COMPARTMENT SHOWN) COMBINATION TELEPHONE/DATA OUTLET, FLOOR MOUNTED RECESS MOUNTED CEILING LUMINAIRE- DIRECTIONAL SECURITY CAMERA UNDERCOUNTER UGHTING POWER �- SINGLE: RECEPTACLE ® MOTOR STARTER SCP DUPLEX RECEPTACLE I- -PM-I PLUG -MOLD (MULTI -OULET ASSEMBLY) Gn DUPLEX RECEPTACLE, GROUND FAULT PROTECTION I- WM NAREMOLD (SURFACE RACEWAY) IG DUPLEX RECEPTACLE, ISOLATED GROUND �-`'� CONNECTION TO PREWRED EQUIPMENT KP DOUBLE DUPLEX RECEPTACLE ``y FLEXIBLE WIRING CABLE ( DUPLEX RECEPTACLE, HALF SWITCHED O G CONDUIT, CONCEALED >> DUPLEX RECEPTACLE, CEILING MOUNTED M� CONDUIT, EXPOSED - - - DRAW -OUT DEVICE DUPLEX RECEPTACLE, FLOOR MOUNTED - - - CONDUIT, UNDERGROUND OR CONCEALED IN FLOOR EP DOUBLE DUPLEX RECEPTACLE, FLOOR MOUNTED -°-w CONDUIT TURNING DOWN 8112" SPECIAL RECEPTACLE LED EXAM LIGHT WITH CAMERA, REMTEE CONTROLLER, CONDUIT TURNING UP 1,440 SPECIAL RECEPTACLE, FLOOR MOUNTED -� CONDUIT CAPPED AiR HANDLING UNIT THERMOSTAT" A -1,3,5 BRANCH CIRCUIT HOME RUN, NUMBER OF ARROWS INDICATES NUMBER OF CIRCUITS, SUBSCRIPT INDICATES PANEL & CIRCUITS O JUNCTION BOX, WALL OR CEILING MOUNTED DTI GROUND BAR J❑ JUNCTION BOX, FLOOR MOUNTED �/ ELECTRICAL PANELBOARD, CONTROL PANEL OR OTHER CABINET, AS NOTED -- FLEXIBLE WIRING DISTRIBUTION BOX ® MAIN SWITCHBOARD/DISTRIBUTiON CENTER ® MOTOR 17-7-1T TRANSFORMER 0 DISCONNECT SWITCH (NON-FUSED) CT CURRENT TRANSFORMER CABINET Is DISCONNECT SNATCH (FUSED) ICJ UTILITY METER ZJ COMBINATION STARTER/DISCONNECT GANN GENERATOR ANNUNCIATOR PANEL SWITCHING S SINGLE POLE SNATCH (SUBSCRIPT DENOTES SWITCHING) qV LOW VOLTAGE SWI TCH S TWO POLE SWITCH S V S VARIABLE SPEED SNATCH S THREE -WAY SWITCH SF_P EXPLOSION PROOF SWITCH S FOUR -WAY SWITCH S THERMAL OVERLOAD SNATCH 277 KEY OPERATED SNATCH S MOMENTARY CONTACT SWITCH q MANUAL SWITCH, HORSEPOWER RATED 2- FO17 1835/XP /ECO COMBINATION SWITCH AND DUPLEX RECEPTACLE SO DIMMER SNATCH @ PHOTOCELL CONTROL I SWITCH WITH PILOT UGHT (PILOT LIGHT IS 'ON' WHEN SNATCH IS 'ON') • PUSHBUTTON 3 P SWITCH WITH PILOT LIGHT LOCATOR (CONTINUOUSLY LIGHTED HANDLE) F TC TIME CLOCK 120 WHITE K OCCUPANCY SENSOR REFERENCE SYMBOLS i DETAIL NOTE REFERENCE ZL EXISTING TO REMAIN { KITCHEN EQUIPMENT REFERENCE EXISTING TO BE REMOVED UH MECHANICAL EQUIPMENT REFERENCE RL EXISTING TO BE RELOCATED 64_ EXISTING TO REMAIN - REPLACE DEVICE ABBREVIATIONS A AMPERES MOP MOTOR CIRCUIT PROTECTOR AC ABOVE COUNTER, MOUNT HORIZONTALLY TO CENTERLINE OF DEVICE, +6' ABOVE COUNTER OR BACK SPLASH MEO SEE MECHANICAL EQUIPMENT SCHEDULE AFF ABOVE FINISHED FLOOR MIN MINIMUM AFG ABOVE FINISHED GRADE MLO MAIN LUGS ONLY ANN ANNUNCIATOR MTS MANUAL TRANSFER SWITCH ARF ABOVE RAISED FLOOR NO NORMALLY CLOSED ASSD AIR SAMPLING SMOKE DETEC71 N•1 NIC NOT IN CONTRACT ATS AUTOMATIC TRANSFER SWITCH NL NIGHT LIGHT BFG BELOW FINISHED GRADE NO NORMALLY OPEN O CONDUIT NTS NOT TO SCALE CATV CABLE TELEVISION OC ON CENTER CB CIRCUIT BREAKER OFCI OWNER FURNISHED, CONTRACTOR INSTALLED CCTV CLOSED CIRCUIT TELEViSICN9 OFOI OWNER FURNISHED, OWNER INSTALLED (E) EXISTING OSWF ON SITE WORK FORCE EM EMERGENCY PB PULL BOX EMDO EMERGENCY MAiN DISTRIBUTION CENTER SB STAND -BY EP EXPLOSiCN`i PROOF SDC SUB- DiSTRiBUTHkI CENTER EPO EMERGENCY POWER OFF TP TAMPER PROOF EVO EMERGENCY VENTILATION ON/OFF TVSS TRANSIENT VOLTAGE SURGE SUPPRESSER EWC ELECTRIC WATER COOLER TYP TYPICAL FA FIRE ALARM OF UNDER FLOOR G GROUND UG UNDER GROUND GCP GENERATOR CONTROL PANEL UON UNLESS OTHERWISE NOTED GFI GROUND FAULT INTERRUPTING UPS UNINTERRUPTABLE POWER SUPPLY HOA HAND OFF AUTOMATIC V VOLTS IG ISOLATED GROUND VFD VARIABLE FREQUENCY DRIVE MAX MAXIMUM W/ WITH MOB MAIN CIRCUIT BREAKER W/ o WITHOUT MCC MOTOR CONTROL CENTER WP WEATHER PROOF MDC MAIN DISTRIBUTION CENTER XFMR TRANSFORMER Cator, Ruma & Assoc. FILENAME: P: \WMC \2010 -159 SPRI RESEARCH LAB \CAD \ELEC \P- ELS.DWG - EO.O1 PLOT: 09/08/2010 @ 4:12pm REV: 09/08/2010 CAD: JRG XREF: tb.dwg SYSTEMS LEGEND (Not oil symbols listed below are used on these drawings) SYMBOL DESCRIPTION SYMBOL DESCRIPTION ((� TELEPHONE TERMINAL CABINET 99 COMBINATION CLOCK /SPEAKER OUTLET �{- TELEPHONE TERMINAL BACKBOARD om PAGING SYSTEM SPEAKER 'M' INDICATES MUSIC SYSTEM ONLY FSA TELEPHONE OUTLET W =WALL, P =PAY OAOM VOLUME CONTROL ® TELEPHONE OUTLET, FLOOR MOUNTED H15Cd MICROPHONE STATION ®T° TELEPHONE /POWER POLE I INTERCOM STATION > DATA OUTLET i t DOOR CONTACT 12 DATA OUTLET, FLOOR MOUNTED CR 1 CARD READER ASRD COMBINATION TELEPHONE/DATA OUTLET Mp RR US MOTION DETECTOR IR= INFRARED, US--ULTRASONIC, iR US= COMBINATION OP COMBINATION TELEPHONE/DATA OUTLET, FLOOR MOUNTED C::DQ SECURITY CAMERA F BELL ES ELECTRIC DOOR STRIKE 0 UV CHIME SCP SECURITY CONTROL PANEL Q BUZZER FEE MAGNETIC DOOR LOCK ® RTS TELEVISION OUTLET GB I GLASS BREAK DETECTOR ISCA CLOCK OUTLET KP KEYPAD K o KIRK KEY INTERLOCK, SUBSCRIPT INDICATES INTERLOCKED GROUP '(8_) BEACON B =BLUE, R -RED FIRE ALARM SYSTEM LEGEND (Not oil symbols listed below are used on these drawings) SYMBOL DESCRIPTION SYMBOL DESCRIPTION FACP FIRE ALARM CONTROL PANEL M MANUAL PULL STATION FTR FIRE ALARM TRANSPONDER OAIM ADDRESSABLE INPUT MODULE FSA FIRE ALARM SYSTEM ANNUNCIATOR PANEL (GRAPHIC /DIRECTORY) OAOM ADDRESSABLE OUTPUT MODULE FAA D REMOTE ANNUNCIATOR PANEL H15Cd AUDIOVISUAL DEVICE (H#scd= HORN /STROBE COMBINATION S--SPEAKER /STROBE COMBINATION, G-CHIME/STROBE COMBINATION) GZM GRAPHIC ZONE MAP OQ H AUDIBLE DEVICE (H =HORN, S =SPEAKER, C= CHIME) ESR ELEVATOR STATUS/RECALL 1 5Cd FIRE ALARM STROBE (cd= CANDELLA RATING 15, 30, 75, 110) ASFP AIR SAMPLING CONTROL PANEL XfMR FIRE ALARM BELL ASRD REMOTE DISPLAY UNIT (AIR SAMPLING SYSTEM) / Q b FIRE ALARM VOICE EVACUATION SPEAKER ('b" INDICATES RISER CIRCUIT DESIGNATION) OP SMOKE DETECTOR (P= PHOTOELECTRIC, 1= IONIZATION, BR =BEAM RECEIVER, BT =BEAM TRANSMITTER) }{ b FIRE ALARM VOICE EVACUATION SPEAKER (W /STROBE) ( "b" INDICATES RISER CIRCUIT DESIGNATION) F THERMAL DETECTOR F =FIXED TEMPERATURE, R =FIXED TEMPERATURE & RATE OF RISE TEMP. RATING) \ J EMERGENCY TELEPHONE STATION {J =JACK, H= HANDSET) 0 UV FLAME DETECTOR (UV= ULTRAVIOLET, IR= INFRARED) C� MAGNETIC DOOR HOLD C _ :1 DUCT SMOKE DETECTOR S--SUPPLY, R= RETURN E� TAMPER SNATCH ® RTS DUCT DETECTOR REMOTE INDICATOR ALARM AND TEST G711 FLOW DETECTOR SWITCH ISCA REMOTE INDICATOR LIGHT FSD INDICATES A FIRE ALARM DEVICE CONTROLLING A FIRE SMOKE DAMPER K o KIRK KEY INTERLOCK, SUBSCRIPT INDICATES INTERLOCKED GROUP ST SHUNT TRIP O G ELECTRICAL INTERLOCK, SUBSCRIPT INDICATES INTERLOCKED GROUP >> TERMINATIONS LB =LOAD BREAK, NLB =NO LOAD BREAK ONE --LINE DIAGRAM LEGEND (Not all symbols listed below are used on these drawings) SYMBOL DESCRIPTION SYMBOL DESCRIPTION MANUFACTURER DISCONNECT SWITCH VOLTAGE PANELBOARD "A" MOUNTING DISCONNECT SWITCH, FUSED PM EM= ENERGY METER, PM =POWER METER, CM =CIRCUIT MONITOR -o - CIRCUIT BREAKER VS VOLTMETER TEST SWITCH - ®-- FUSE AS AMMETER TEST SWITCH D8L GROUND V VOLTMETER 2 3 STEP DOWN TRANSFORMER, I# INDICATES KVA (D AMMETER TK K -RATED STEP DOWN TRANSFORMER f/ INDICATES KVA, # INDICATES K RATING XfMR SEE TRANSFORMER SCHEDULE FOR FEEDER SIZE -- CURRENT TRANSFORMER SEC SEE MECHANICAL EQUIPMENT SCHEDULE FOR BREAKER/FEEDER SIZE 5.6 POTENTIAL TRANSFORMER xx.xx SEE FEEDER SCHEDULE FOR FEEDER SIZE 4 2 SERVICE ENTRANCE TRANSFORMER \ J ENGINE GENERATOR M u METER -{I-- CONTACTOR/RELAY /CAPACITOR (AS NOTED) C _ :1 EQUIPMENT ENCLOSURE E� TRANSFER SWITCH - ATS =AUTOMATIC, MTS= MANUAL 3 P SERVICE WEATHERHEAD G711 GROUND FAULT INTERUPTER ISCA SHORT CIRCUIT CURRENT AVAILABLE T _ VS S TRANSIENT VOLTAGE SURGE SUPPRESSER K o KIRK KEY INTERLOCK, SUBSCRIPT INDICATES INTERLOCKED GROUP ST SHUNT TRIP O G ELECTRICAL INTERLOCK, SUBSCRIPT INDICATES INTERLOCKED GROUP >> TERMINATIONS LB =LOAD BREAK, NLB =NO LOAD BREAK M� MECHANICAL INTERLOCK >j} DRAW -OUT DEVICE E{} ELECTRICALLY OPERATED PLUG -IN DEVICE 00 Whoo • ii • • • Comp liance ° a. 2009 1ECC Section 1: Project Information P roject Type: Alteration Project Title : Vail Valley Medical Center Steadman- Phllripon Research Institute Construction Sites' OwrlerfAr3isnt: IJesigrter /Gontractrtr� 181 W Meadow Drive Vail Valley Medical Center Kay Batlike; Vail, CO 81657 181 W Meadow Drive Caior 46n1a and Associates Vail, CO 81657 896 Tabor St Lakewood, CO 80401 kbathke@catorruma.com Section 2: ' General Information Building Use Description by. Activity Type Activity Area Compliance Exemption Qualifications Total Wattage Total Pre -Alta # Fixtures< Activity Area izre -AttR Post -Alt: Fixt ures RepL/Added Office. (1037 sq.ft ). Compliance required - -- = - Workshop (3824 sq.fl.), Compliance required. Section 3: Requirements Checklist i Interior Lighting. 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts; Proposer! Watts Complies 6385 6267 Passes Controls, Switching, and Wiring: 2. Daylight zones under skylights more than 15 feet from the perimeter have lighting controls separate from daylight .zones agjacent to vertical fenestration: Q 3. Daylight zones have individual lighting controls independent from that of the general area lighting. Exceptions: Contiguous daylight zones spanning no more than two orientations are allowed to be controlled by atingle controlling device.. Daylight spaces enclosed by walls or ceiling, height partitions and containing, two or fewer fightiixtures are not required to have a separate switch for general area lighting. 12(4. Independent controls for each space (switch/occupancy sensor) Exceptions. Areas designated ass security or emergency, areas that must be, continuously illuminated. Lighting in stairways or corridors that are elements of the means of iegress, 0, 5. Master switch at entry to hotel/motel guest room. 6. Individual dwelling units separately metered, . EJ7- Medical task lighting or art/history display lighting claimed to be exempt from compliance has a control device independent of the control of the nonexempt fighting. lid s- Each space; provided with a manual control to provide uniform light reduction by at feast 500%, Exceptions, only one lumina re in space; Project Title: Vail Vail Medical C enter, -P "ill' nten Steadman fi i n Researafl institute I Val pa Report. date- 07/21110 Data filename: . .. kVV C12tI -159 SPRI P M 1st rcfi 1 r Resew Lab En 1E f} n q lecU..xi t glCamchecklVVMt: SPRI comcheck REVISED L� FA { I i i e 1 LUMINAIRE SCHEDULE TYPE DESCRIPTION LAMPS VOLT AMPS MANUFACTURER CATALOG NO, VOLTAGE FINISH MOUNTING RECESS HP 8" HIGH ABUSE LENSED INCANDESCENT DOWNLiGHT, CLEAR 1 -100W A21 VLTS KENALL: L8VI -1- 120 -2FW PAH -CSS -8 "C BREAKER DISC. SW. FUSE D8L SEMI- SPECULAR, TEMPERED GLASS CLEAR LENS, DEBATED LA -1 100 2 3 3.9 120 HAZE RECESS 12 1/2" 1 3 # 12 .1 # 12 G FOR 10OW 15 A 3 P BREAKER DISC. SW. 30 A 3 P 5.6 FUSE R OB-1 ROBOT 4 2 6" LENSED CF DOWNLIGHT, SELF - FLANGED, HAZE 1 -32 W TRIPLE 12,4711 PORTFOLIO C6042 -E- 6081 -H -3G 1 1 3# 10 0# 10 G 3/4 DF6L A 3 P 36 LVAC -1 LAB VACUUM SYSTEM 277 HAZE RECESS 10 318" 208 6" COMPACT FLUORESCENT WALL WASH, SELF - FLANGED, 1 -32 W TRIPLE 3/4 PORTFOLIO C6042- E- 600111 -H 1 1 3 # 30 A 3 P 6 314 DWF6 HAZE 3 P 36 REC 277 HAZE RECESS 8112" 1615 LED EXAM LIGHT WITH CAMERA, REMTEE CONTROLLER, $ 8 1,440 TRUMPF 1300OL- 2 -ILED3 LOW CEILING AHU -1 AiR HANDLING UNIT 30 314 EXAM VERIFY CAMERA TYPE WITH OWNER, CONTACT JEFF _ - 1 3# 4 1# 8 G TRUVIDIA HD 7500 VIDEO 120 - - -- 60 SAUNDERS AT TRUMPF, 843 -329 -0536, TRUMPF TO PROVIDE RF -11 RETURN FAN 5 SYSTEM 1 1 6,319 480 3 1 3# 12 1# 12 G SHOP DRAWINGS FOR OWNER REVIEW 1 15 A 3 P1 1 30 A 3 P1 10 1 EF -11 EXHAUST FAN 7 1/2 ' X 2' DIRECT /INDIRECT WITH PERFORATED CENTER BASKET 2- FO17 /835/XP /ECO 9,145 METALUX 2RD1- 217 -RP- UNV -ER81 1 3 # 12 1 # 12 G 3/4 1 20 A 3 PI 3/4 RG2221 30 A 3 PI 15 33 HRP -11 iPUMP 277 WHITE RECESS 6" 480 X 2' DIRECTNNDIRECT WITH PERFORATED CENTER BASKET 2- FO17 1835/XP /ECO 3/4 METALUX 2RD1- 217 -RP- UNV -ER81 1 30 A 3 PI 5 3/4 RG2221E A 3 P 33 30 A 3 P 120 WHITE RECESS 6" 2'X4' RECESSED DIRECTANDIRECT WITH PERFORATED 2- FO32/835/XP /ECO METALUX 2RDI- 232RP- UNV -ER82 RG2422 CENTER BASKET, TWO BALLASTS 64_ 277 WHITE RECESSED 6" 2'X4' RECESSED FLUORESCENT LUMINAIRE W/ INVERTED 3 -32W T8 METALUX 2GC8FA- 332Al25MiN -UNV E TG2432 .125MIN ACRYLIC LENS, FLAT WHITE ALUMINUM DOOR F03218351(PIECO 95 R82 277 WHITE RECESSED 3 3/4" 85CRI 2'X4' RECESSED FLUORESCENT LUMINAIRE W/ INVERTED 4 -32W T8 METALUX 2GC8FA- 432Al25MiN -UNV -E TG2442 .125MiN ACRYLIC LENS, FLAT WHITE ALUMINUM DOOR F0321835/XPIECO 125 R 277 WHITE RECESSED 3 3/4' 85CRI 2'X4' VANDAL RESISTANT RECESSED FLUORESCENT 4 -32W T8 FAILSAFE 2VRGC - 432PA375- UNV -EB82 TG2442A LUMINAIRE W1.250 POLYCARBONATE LENS AND .125 F03218351XP/ECO 125 277 WHITE RECESSED 4 5/8" PRISMATIC OVER 2'X4' VANDAL RESISTANT RECESSED FLUORESCENT 4-32W T8 FAILSAFE 2VRGC - 432PA375- UNV -EB82 TG2442AE LUMINAIRE W1 .250 POLYCARBONATE LENS AND .125 F032/8351XPiECO 125 120 WHITE RECESSED 4 518" PRISMATIC OVERLAY 85CRI 2'X4' RECESSED FLUORESCENT LUMINAIRE W/ INVERTED 3 -32W T8 METALUX 2GC8FA- 332Al25MIN -UNV -E TG2432E .125MIN ACRYLIC LENS, FLAT WHITE ALUMINUM DOOR FO322835/XP/ECO 95 R82 120 WHITE RECESSED 3 3/4" 85CRI 2'X4' RECESSED FLUORESCENT LUMINAIRE W/ INVERTED 4 -32W T8 METALUX 2GC8FA 432Al25MIN -UNV -E TG2442E .125MIN ACRYLIC LENS, FLAT WHITE ALUMINUM DOOR FO3218351XP1ECO 125 R82 120 WHITE RECESSED 3 3/4" 8 C 8" WALL M NTED DECORAT VE OVER MIRROR LUMINAM SHAPER 6 -C 4/13- 277 -SN WF2 WITH BRUSHED ALUMINUM FINISH 4- CF13DD/E1835 52 277 SATIN NICKEL WALL 2' UNDER CABINET, RIBBED DIFFUSER, SOLID FRONT, 1 -14WT5 NULITE 114- 114T5- EB10 -RS UC2 ELECTRONIC BALLAST, 1718 DEPTH 14 120 WHITE SURFACE - 4' UNDER CABINET, RIBBED DIFFUSER, SOLID FRONT, 1 -28WT5 NULITE 114- 128T5- EB10 -RS UC4 ELECTRONIC BALLAST, 1 7/8" DEPTH FP28/83MCO 34 120 WHITE SURFACE - 85C UNIVE AL OUNI'T LIGHT, INGEE FACE, T SUR LIE LPX- 60 -GWH X1E FACE, GREEN LETTERS LEDS INCLUDED 4 120 WHITE UNIVERSAL - G ENERAL NOTES: 1. CATALOG NUMBER REFERS TO FIRST NAME LISTED UNDER MANUFACTURER 5. ALL DIMMING BALLASTS SHALL BE LUTRON. PER LUMINAIRE TYPE. REMAINING MANUFACTURERS LISTED ARE CONSIDERED EQUIVALENT PRODUCTS FOR THIS PROJECT AND SHALL MEET ALL CRITERIA 6. ALL FLUORESCENT BALLAST SHALL BE PROGRAMMED RAPID START. LISTED INCLUDING THAT CALLED FOR BY THE SPECIFIC LUMINAIRE CATALOG NUMBER. CATALOG NUMBERS DO NOT NECESSARILY REPRESENT COMPLETE 7. WHERE EMI /RFI SHIELDING iS IDENTIFIED IN A LUMINAIRE DESCRIPTION OR MODEL NUMBER, PROVIDE CATALOG NUMBERS. ALL ITEMS LISTED IN THE DESCRIPTION SHALL BE PROVIDED. LUMINAIRE ASSEMBLY LISTED AND LABELED AS COMPLYING WITH MIL STD. 461 C /D /E. 2. ALL LIGHTING REQUIRING A BALLAST SHALL BE PROVIDED WITH AN ELECTRONIC 8. PROVIDE FACTORY INSTALLED BALLAST DISCONNECT SWITCH FOR FLUORESCENT LUMINAIRES HIGH POWER FACTOR BALLAST WITH LESS THAN 10% THD. PER NEC 41 O, 3. ALL LENSES LISTED AS .125" MINIMUM SHALL BE 9.1 oz/sq ft. 9. PROVIDE MINIMUM 0.88 BALLAST FACTOR ( 0.71 -0.78 FOR SUPER T -8 LAMPS). 4. PROVIDE QUANTITY OF BALLASTS FOR INDIVIDUAL LUMINAIRES AS REQUIRED TO ACCOMMODATE SWITCHING ARRANGEMENTS AS SHOWN ON THE DRAWINGS. MECHANICAL EQUIPMENT SCHEDULE KEY ITEM MOTORS OTHER EQUIV. LD (VA) VOLTAGE FEEDER PROTECTION DISC AT UNIT NOTE HP FLA WATTS VLTS PH SETS SiZE "C BREAKER DISC. SW. FUSE DISC. SW. FUSE LA -1 LAB AIR COMPRESSOR 2 3 3.9 HP 1,419 208 3 1 3 # 12 .1 # 12 G 314 15 A 3 P BREAKER DISC. SW. 30 A 3 P 5.6 FUSE R OB-1 ROBOT 4 2 15. 6 1Q4 12,4711 480 3 1 1 3# 10 0# 10 G 3/4 1 25 A 3 P Linear Fluorescent 6: 7G2442i 2X4 LENSED TROFFER f 48' T6 32W I Electronic LVAC -1 LAB VACUUM SYSTEM 175 4.1 BS -1 1,477 208 3 1 3 # 12 1 # 12 G 3/4 15 A 3 P 3 1 1 3 # 30 A 3 P 6 314 15 A 3 P Electrons REC 2 P -1 DRILL PRESS 1615 12.0 $ 8 1,440 120 1 AHU -1 AiR HANDLING UNIT 30 314 20 1 33,255 480 3 1 3# 4 1# 8 G 1 1/4 70 A 3 P 2 L -1 60 A 3 P 60 4.0 RF -11 RETURN FAN 5 3 1 1 6,319 480 3 1 3# 12 1# 12 G 3/4 1 15 A 3 P1 1 30 A 3 P1 10 1 EF -11 EXHAUST FAN 7 1/2 4.0 9,145 480 3 1 3 # 12 1 # 12 G 3/4 1 20 A 3 PI 3/4 1 30 A 3 PI 15 HRP -11 iPUMP 2 2 M -1 2,827 480 3 1 3# 12 1# 12 G 3/4 15 A 3 PI 3 1 30 A 3 PI 5 3/4 An occupant- sensing device controls the area, The area is a corridor, storeroom, restroom, public lobby or sleeping unit. Areas that use less than 0.6 Watts/sq.ft. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Exceptions. Sleeping units, patient care areas; and spaces where automatic shutoff would endanger safety or security. 10. Pholocellfastronomfcal lime switch on exterior lights. Exceptions: Lighting intended for 24 hour use: 11.Tandem wired one -lamp and three -lamp ballasted luminaires (No single -lamp ballasts). Exceptions: Electronic high- frequency ballasts;, Luminaires on emergency circuits or with no available pair. Secti 4: Compliance Statement Compliance Statement* The proposed lighting alteration project represented in this document is consistent with the building plans; specifications and other calculations submitted with this permit application. The proposed lighting alteration project has been designed to meet the 2009 IEGC, Chapter 8, requirements in COMcheck Version 3.7.1 and to comply with the mandatory requirements in the Requirements Checklist. � f s Sig 4ri Da te NUMEN NNOMM ENRON EMEN MWEEN TOV COMMENTS 10SEPIO 1 RE[STRUCTURAL P.O. BOX 8009 AVON, COLORADO 81620 970.748.0711 F.970.748.0722 CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET LAKEWOOD, CO 80401 303.232.6200 F.303.232.3701 M C O M c h ec k S o ft ware t ° • • • • • s • • 2049 IECC Section 1`: Allowed Lighting Power Calculation A Area Category Floor Area Allowed Allowed Watts (ft2) Watts /ft2 (B x C) Office ` 1037 1.0 1037 Workshop 3820 1.4 5348 Total Allowed Watts = 6385 Section 2: Proposed'L fighting Power Calculation A a C D OWNER EQUIPMENT SCHEDULE Fixture (C X D) Fixture= Fixtures Watt. KEY ITEM MOTORS OTHER EQUIV. LD {VA) VOLTAGE 1 4 36 FEEDER Compact Fluorescent 2: DWF6: 6' WALL WASH I Triple 4-pin 32W / Electronic PROTECTION 36' 72 DISC AT UNIT 2 3 NOTE HP FLA WATTS VLTS PH SETS SIZE "C BREAKER DISC. SW. FUSE DISC. SW. FUSE R OB-1 ROBOT 4 2 15. 6 1Q4 12,4711 480 3 1 1 3# 10 0# 10 G 3/4 1 25 A 3 P Linear Fluorescent 6: 7G2442i 2X4 LENSED TROFFER f 48' T6 32W I Electronic 4 14 30 A 3 P 175 1 BS -1 BAND SAW 625 8.0 4 2 2,882 208 3 1 1 3 # 12 J # 12 G 314 15 A 3 P Electrons REC 2 P -1 DRILL PRESS 1615 12.0 $ 8 1,440 120 1 1 2 # 12 1 # 12 G 314 20 A 1 P REC If the Totat Allowed Watts minus the Total Proposed Watts is greater than or equal to zero, the building co nplies', 2 L -1 LATHE 6385 4.0 Total Proposed Watts = 3,326 480 3 1 3# 12 l# 12 G 3/4 15 A 3 P 30 A 3 P 1 BSA-1 BELT SANDER 4.0 1,441 208 3 1 3 # 12 1 # 12 G 3/4 15 A 3 P REC 2 M -1 WILL 4.0 3,326 480 3 1 3# 12 l# 12 G 3/4 15 A 3 P 30 A 3 P 1 NOTES: 1. PROVIDE ENCLOSED CIRCUIT BREAKER FOR EQUIPMENT, REFER TO PLANS FOR MORE INFORMATION. 2. CONTRACTOR TO VERIFY RECEPTACLE NEMA CONFIGURATION WITH OWNER FOR OWNER PURCHASED EQUIPMENT PRIOR TO ROUGH -IN. An occupant- sensing device controls the area, The area is a corridor, storeroom, restroom, public lobby or sleeping unit. Areas that use less than 0.6 Watts/sq.ft. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Exceptions. Sleeping units, patient care areas; and spaces where automatic shutoff would endanger safety or security. 10. Pholocellfastronomfcal lime switch on exterior lights. Exceptions: Lighting intended for 24 hour use: 11.Tandem wired one -lamp and three -lamp ballasted luminaires (No single -lamp ballasts). Exceptions: Electronic high- frequency ballasts;, Luminaires on emergency circuits or with no available pair. Secti 4: Compliance Statement Compliance Statement* The proposed lighting alteration project represented in this document is consistent with the building plans; specifications and other calculations submitted with this permit application. The proposed lighting alteration project has been designed to meet the 2009 IEGC, Chapter 8, requirements in COMcheck Version 3.7.1 and to comply with the mandatory requirements in the Requirements Checklist. � f s Sig 4ri Da te NUMEN NNOMM ENRON EMEN MWEEN TOV COMMENTS 10SEPIO 1 RE[STRUCTURAL P.O. BOX 8009 AVON, COLORADO 81620 970.748.0711 F.970.748.0722 CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET LAKEWOOD, CO 80401 303.232.6200 F.303.232.3701 M C O M c h ec k S o ft ware t ° • • • • • s • • 2049 IECC Section 1`: Allowed Lighting Power Calculation A Area Category Floor Area Allowed Allowed Watts (ft2) Watts /ft2 (B x C) Office ` 1037 1.0 1037 Workshop 3820 1.4 5348 Total Allowed Watts = 6385 Section 2: Proposed'L fighting Power Calculation A a C D E Fixture 1D' : Description f Lamp 1 Wattage Per Lamp / Ballast: Lamps/ # of Fixture (C X D) Fixture= Fixtures Watt. t Compact Fluorescent 1, DF6L< 6" LENSED DOWNLIGHT/ Triple 4 =pin 32W 1 Electronic 1 4 36 144 Compact Fluorescent 2: DWF6: 6' WALL WASH I Triple 4-pin 32W / Electronic 1 2 36' 72 Linear Fluorescent.1 : RG2221; 2X2 DIRECTANDIRECT I24" Te 17W / Electronic 2 3 33 99 Linear Fluorescent2 862221 E, 2X2 DIHECT/INDIRECT W/ EM BALLA / 24" TS 17W t 2 2 33 66' Electronic Linear Fluorescent 3: RG2422.2X4 DIRECTI1NDIRECT J 48' T8 32W I Electronic 91 7 64 448 Compact Fluorescent 3 :1W2 28" WALL MT VANITY LIGHT / Quad 4 -pin 12W 1 4 2 52 1Q4 Electronic Linear Fiuoresceri# 4: UC2 - .2" t_INDERCABiNET -LIGHT 122" TS 14W I Electronic 1 6 14 84; War¢WShop {3820 sq ft) w _ j µ � Linear Fluorescent 6: 7G2442i 2X4 LENSED TROFFER f 48' T6 32W I Electronic 4 14 125 175 Linear Fluorescent 7;. TG2442A: 2X4 VANDAL RESISTANT / 48" T8-32 W I Efectrorric 4 5 125 625 Linear Fluorescent 8: TG2442AE: 2X4 VANDAL RES W/ EM BALLAST 148" T8 32W f 4 2 125, 250 Electronic ' Linear Fluorescent 8: TG2442E: 2X4. LENSED TROFFER W/ EM BALLAS f 48" T8 32W / 4 2 125 250 Electrons Linear Fluorescent 10: TG2432; 2X4 LENSED TFIOFFER / 48" T8 3; VW / Electronic 3 17 95 1615 Linear Fluorescent 1 O: TG2432E= 2X4 LENSED TROFFER W/ EM BALMS l4W T8 32-W $ 8 95 760 /Electron Total Proposed Wafts. 6267 Section 3: Calculation If the Totat Allowed Watts minus the Total Proposed Watts is greater than or equal to zero, the building co nplies', Total Allowed Watts = 6385 Total Proposed Watts = 6267 Project Compfiance_= Lightin Interior PA SSES 118 Sheet Title: Sheet Information m rA e., ! . TOV Comments 20 AUG 2010 Sheet Number: Project Title. Vail Valley Medical Center Steadman- Phillipon Research Institute Rep date 07/21110 Datafilename: P,IVVM 1 - C42f1 0.159 SPPIi Research LablEriptElec\L .ifahtinrt4Caomcheck3WMC SPRI axarrlcheck REViSEO Pr Title: Vail Vall . , Project a a ley Medical Center < Steadman -Ph11C rt Research institute Report po rtdate: 07121t10 Data filename :,PAVVMC ;\2010 -159 SPRI Research Lat�EnglEtecWLightinqlGomcheckkVVMC SPRI comeheck REVISED DPA Project: 10907.00.000 CGWYRIGHT 2010 -DAMS PARTNERSHIP, P.G. Vail 1 s Medic C ente r . ,. R ESE AR CH RESEARCH LA OR s tab Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail J 0225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960 r 1 81 W Meadow D rive C olorado 816 11 SECTION 16010 GENERAL PROVISIONS 1.11 REMODELING PROVISIONS: E. MOTOR AND EQUIPMENT CONNECTIONS: FLEXIBLE METAL CONDUIT OR PVC JACKETED 120/208 VOLTS 2771480 VOLTS ITEM FURNISHED BY SET BYCONTROL WIRING 11 GENERAL: LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT WITH LIQUID TIGHT CONNECTORS FOR DAMP, A A =BROWN (NON -LOAD VOLTAGE) A. DESCRIPTION: PROVIDE ALL LABOR, EQUIPMENT, SUPPLIES, MATERIALS, DELIVERY, A. PRIOR TO DEMOLITION, VERIFY CIRCUITING AND VERIFY THAT ABANDONED WIRING AND WET OR EXTERIOR LOCATIONS. B =RED B= ORANGE U STORAGE, INSURANCE, PERMITS AND TAXES UNLESS OTHERWISE SPECIFIED, EQUIPMENT SERVE ONLY ABANDONED FACILITIES. MAINTAIN ELECTRICAL CONTINUITY C =BLUE C= YELLOW NECESSARY FOR THE INSTALLATION OF COMPLETE ELECTRICAL SYSTEMS AS REQUIRED TO REMAINING WIRING AND EQUIPMENT. F. EMERGENCY CIRCUITS: ALL EMERGENCY CIRCUITS SHALL BE RUN TOTALLY IN METAL NEUTRAL =WHITE NEUTRAL =GRAY MECHANICAL EQUIPMENT MOTORS M M -- BY THE SPECIFICATIONS AND AS SHOWN ON THE DRAWINGS, SUBJECT TO THE TERMS CONDUIT AND SHALL BE IN A COMPLETELY SEPARATE RACEWAY SYSTEM FROM GROUND =GREEN GROUND =GREEN AND CONDITIONS OF THE CONTRACT. B. DEMO DRAWINGS ARE BASED ON LIMITED FIELD OBSERVATION AND /OR EXISTING NON - EMERGENCY CIRCUITS. 2. MOTOR STARTERS, COMBINATION MOTOR STARTER/DISCONNECT AND VARIABLE 1.2 DRAWINGS AND SPECIFICATIONS. RECORD DOCUMENTS. REPORT DISCREPANCIES TO ARCHITECT /ENGINEER BEFORE END OF SECTION FREQUENCY DRIVES A. DRAWINGS AND SPECIFICATIONS ARE PART OF THE CONTRACT DOCUMENTS FOR THIS DISTURBING EXISTING INSTALLATION. G. CONCEAL ALL CONDUIT UNLESS INDICATED OTHERWISE, WITHIN FINISHED WALLS AND PROJECT. CEILINGS. A. AUTOMATICALLY CONTROLLED, M E* M B, THE DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF CIRCUITS AND OUTLETS, C. VISIT THE SITE PRIOR TO BIDDING TO UNDERSTAND EXISTING CONDITIONS AND INCLUDE SECTION 16135 WITH OR WITHOUT HOA SWITCHES. LOCATIONS OF SWITCHES, PANELBOARDS AND OTHER WORK. INFORMATION SHOWN ON IN THE BID DEMO AND RELOCATION OF EXISTING CONDUITS, WIRES DEVICES, FIXTURES H. PUSH -ON, DIE, OR PRESSURE CAST ZiNC ALLOY, WHITE METAL OR POT METAL FITTINGS B. MANUALLY CONTROLLED. M E* -- THE DRAWINGS IS DIAGRAMMATIC, HOWEVER DO NOT REVISE THE CIRCUITING SHOWN OR OTHER EQUIPMENT AS INDICATED ON THE PLANS OR AS REQUIRED TO COORDINATE SHALL NOT BE USED. CABINETS, OUTLET /DEVICE BOXES AND FITTINGS C. STARTERS INTEGRAL WITH E E -- WITHOUT SPECIFIC APPROVAL OF THE ENGINEER. DRAWINGS AND SPECIFICATIONS ARE AND ADAPT NEW AND EXISTING ELECTRICAL SYSTEMS TO THE WORK OF ALL OTHER MOTOR CONTROL CENTERS INCLUDING CONTROL RELAYS AND TRANSFORMERS. COMPLEMENTARY TO EACH OTHER; WORK REQUIRED BY EITHER SHALL BE AS BINDING TRADES REQUIRED ON THIS PROJECT. 1. EMT CONNECTIONS IN DRY LOCATIONS SHALL BE STEEL SETSCREW, 1.1 GENERAL: D. COMBINATION STARTER/DISCONNECTS M E* M AS IF REQUIRED FOR BY BOTH. THE DRAWINGS AND SPECIFICATIONS ARE AS ACCURATE AS PLANNING CAN DETERMINE. CONTRACTOR'S FIELD VERIFICATION OF ALL D. MAINTAIN EXISTING ELECTRICAL SERVICE TO EQUIPMENT, FIRE ALARM SYSTEM AND J. RIGID AND INTERMEDIATE CONDUIT CONNECTIONS SHALL BE CONCRETE -TIGHT A. THIS SECTION INCLUDES CABINETS, BOXES, AND FITTINGS FOR ELECTRICAL E. DISCONNECT SWITCHES, E E* M DIMENSIONS, LOCATIONS, LEVELS, ETC., TO SUIT FILED CONDITIONS 1S REQUIRED. TELEPHONE SYSTEMS SERVING OCCUPIED AREAS IN SERVICE UNTIL NEW SYSTEMS ARE THREADED TYPE WITH INSULATED THROAT. INSTALLATIONS AND CERTAIN TYPES OF ELECTRICAL FITTINGS NOT COVERED iN OTHER THERMAL OVERLOAD SWITCHES, MANUAL OPERATING SWITCHES. REVIEW ALL ARCHITECTURAL, STRUCTURAL AND MECHANICAL DRAWINGS AND FULLY OPERATIONAL OR AS OTHERWISE INDICATED. PROVIDE TEMPORARY WIRING AND SECTIONS. TYPES OF PRODUCTS SPECIFIED IN THIS SECTION INCLUDE: SPECIFICATIONS; ADJUST WORK TO CONFORM TO ALL CONDITIONS SHOWN THEREIN. CONNECTIONS TO MAINTAIN EXISTING SYSTEMS IN SERVICE DURING CONSTRUCTION. K. EMT CONDUIT CONNECTIONS IN WET LOCATIONS SHALL BE INSULATED THROAT B. ELECTRICAL CABINETS, BOXES, AND FITTINGS: OF INDICATED TYPES, SIZES, AND NEMA F. CONTROL RELAYS, TRANSFORMERS. M M M THE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL TAKE PRECEDENCE OVER DISABLE SYSTEMS ONLY TO MAKE SWITCHOVERS AND CONNECTIONS. SCHEDULE ANY COMPRESSION CONNECTORS. ENCLOSURE CLASSES. WHERE NOT INDICATED, PROVIDE UNITS OF TYPES, SIZES, AND ALL OTHER DRAWINGS AND SPECIFICATIONS. DO NOT SCALE DISTANCES OFF THE OUTAGES WITH THE OWNER AT LEAST 72 HOURS BEFORE PARTIALLY OR COMPLETELY CLASSES APPROPRIATE FOR THE USE AND LOCATION. PROVIDE ALL ITEMS COMPLETE G. NON -LOAD VOLTAGE CONTROL ITEMS. M M M ELECTRICAL DRAWINGS. USE ACTUAL BUILDING DIMENSIONS. DISABLING SYSTEM. MINIMIZE OUTAGE DURATION. MAKE TEMPORARY CONNECTIONS TO L. CONDUIT SHALL NOT BE MOUNTED ON DUCTWORK OR OTHER MECHANICAL EQUIPMENT WITH COVERS AND ACCESSORIES REQUIRED FOR THE INTENDED USE. PROVIDE C. PRIOR TO SUBMITTING A COST PROPOSAL, VISIT THE JOB SITE AND ASCERTAIN ALL FIELD MAINTAIN SERVICE IN AREAS ADJACENT TO WORK AREA. CONTRACTOR SHALL NOT EXCEPT WHERE NECESSARY TO MAKE CONNECTIONS TO ELECTRICAL DEVICES THAT GASKETS FOR UNITS IN DAMP OR WET LOCATIONS. H. ELECTRIC THERMOSTATS, M M M CONDITIONS AFFECTING THE PROPOSED INSTALLATION, INCLUDE IN THE PROPOSAL LEAVE THE SITE WITHOUT RESTORING THE OPERATION OF ALL SYSTEMS. PROVIDE ALL ARE PART OF OR MOUNTED ON SUCH EQUIPMENT. WHERE CONDUIT MUST BE INSTALLED REMOTE BULB THERMOSTATS, MOTOR VALVES, FLOAT CONTROLS, ETC., WHICH ARE AN COST AND SCHEDULE IMPACTS ARISING FROM FIELD CONDITIONS. NO ADDITIONAL SHUT DOWN WORK DURING OWNER'S OFF HOURS. PROVIDE PLAN TO FIRE DEPARTMENT ON EQUIPMENT, DO NOT COVER ACCESS DOORS, CONTROLS, REMOVABLE PANELS, OR 1.2 MATERIALS: INTEGRAL PART OF MECHANICAL EQUIPMENT OR DIRECTLY ATTACHED TO DUCTS, PIPES, COMPENSATION WILL BE PROVIDED AS A RESULT OF FIELD CONDITIONS. TO ADDRESSING FALSE ALARM MITIGATION, OTHERWISE HINDER NORMAL MAINTENANCE AND REPAIR OF THE EQUIPMENT. WHERE IT ETC. D. DISCREPANCIES BETWEEN DIFFERENT PLANS, BETWEEN PLANS AND SPECIFICATIONS, iS NECESSARY TO MAKE CONDUIT CONNECTIONS TO EQUIPMENT MOUNTED ON A. SHEET METAL OUTLET BOXES: NEMA OS 1, GALVANIZED STEEL BETWEEN SPECIFICATIONS, OR REGULATIONS AND CODES GOVERNING THIS E. REMOVE EXPOSED ABANDONED CONDUIT, INCLUDING ABANDONED CONDUIT ABOVE VIBRATION MOUNTS, FLEXIBLE CONNECTION SHALL BE USED. CONTROL CIRCUIT OUTLETS E E -- INSTALLATION SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT /ENGINEER iN ACCESSIBLE CEILINGS. CUT CONDUIT FLUSH WITH WALLS AND FLOORS. REMOVE 1. LUMINAIRE AND EQUIPMENT SUPPORTING BOXES: RATED FOR WEIGHT OF WRITING A MINIMUM OF TWO (2) DAYS PRIOR TO BID SUBMITTAL DUE DATE. IN THE EVENT ABANDONED WiRiNG TO SOURCE OF SUPPLY. M, DO NOT SUPPORT CONDUIT WITH WIRE OR PERFORATED PIPE STRAPS. EQUIPMENT SUPPORTED; INCLUDE Y2 INCH MALE FIXTURE STUDS WHERE REQUIRED. G = GENERAL, DIVISION 13 OR 14 SUCH DISCREPANCIES EXIST AND THE ARCHITECT /ENGINEER IS NOT SO NOTIFIED, BOXES SHALL HAVE 4"X 2 -1/8" DEEP SQUARE BOXES AS A MINIMUM. SUPPORT M = MECHANICAL, DIVISION 15 RESOLUTION INCLUDING ASSOCIATED CONSTRUCTION COST SHALL BE THE SOLE F. DISCONNECT ABANDONED OUTLETS AND REMOVE DEVICES. REMOVE ABANDONED N. DO NOT ATTACH CONDUIT TO CEILING SUPPORT WIRES. SUSPENDED CONDUIT BOXES FROM BUILDING STRUCTURE. E = ELECTRICAL, DIVISION 16 RESPONSIBILITY OF THE CONTRACTOR. OUTLET BOXES IF CONDUIT SERVING THEM IS ABANDONED AND REMOVED. UNLESS INDEPENDENT OF CEILING GRID SUPPORTING WIRING SYSTEMS. * FOR FACTORY PRE -WIRED EQUIPMENT SPECIFIED UNDER OTHER DIVISIONS, ALL WIRING E. PROVIDE PRODUCTS AS SPECIFIED. EQUAL PRODUCTS WILL BE CONSIDERED FOR NOTED OTHERWISE, PROVIDE BLANK COVER FOR ABANDONED OUTLET BOXES THAT ARE 2. FIXTURE OUTLETS BOXES IN FINISHED CEILINGS SHALL BE FITTED WiTH OPEN WITHIN THE EQUIPMENT SHALL BE BY THE MANUFACTURER. CONNECTION TO THE SUBSTITUTION ONLY IF SUBMITTED TO THE ARCHITECT /ENGINEER FOR REVIEW 3 DAYS NOT REMOVED. p. ROUTE CONDUIT PARALLEL AND PERPENDICULAR TO BUILDING WALLS. COVERS, SET TO COME FLUSH WITH THE FINISHED SURFACE. EQUIPMENT SHALL BE BY DIVISION 16, AS SHOWN ON ELECTRICAL DRAWINGS, PRIOR TO BID SUBMITTAL DUE DATE. MANUFACTURER'S EQUIPMENT PROVIDED UNDER OTHER DIVISIONS WHiCH VARIES FROM G. DISCONNECT AND REMOVE ELECTRICAL DEVICES AND EQUIPMENT SERVING UTILIZATION P. INSTALL NO MORE THAN EQUIVALENT OF THREE 90- DEGREE BENDS BETWEEN BOXES. 3. SWITCHES, RECEPTACLES AND SPECIAL ELECTRICAL SYSTEM DEVICES SHALL BE WHAT IS SHOWN ON DIVISION 16 DRAWINGS SHALL BE THE RESPONSIBILITY OF THE 1.3 SUBMITTALS: EQUIPMENT THAT HAS BEEN REMOVED, ABANDONED LUMINAIRES, BRACKETS, STEMS, USE CONDUIT BODIES TO MAKE SHARP CHANGES IN DIRECTION. USE FACTORY ELBOWS MOUNTED IN 4" SQUARE BOXES OF 25 CUBIC INCH MINIMUM CAPACITY, SUITABLY CONTRACTOR TO COMPLETE AND PAY FOR ANY COSTS FOR THOSE VARIATIONS TO A. PRIOR TO ORDERING PURCHASING, STORING OR INSTALLING MATERIALS, SUBMIT (3) HANGERS, ETC. FOR BENDS IN METAL CONDUIT LARGER THAN 2 -INCH SIZE. FITTED WITH APPROPRIATE MUD RING WHERE NECESSARY TO SET FLUSH WITH THE ENSURE A COMPLETE AND OPERATIONAL INSTALLATION. COPIES OF SHOP DRAWINGS AND PRODUCT DATA FOR THE FOLLOWING ITEMS: WIRING FINISHED SURFACE. ** FIRE ALARM SYSTEM CONTROL MODULES AND WIRING FROM FIRE ALARM CONTACTS TO DEVICES, PANELBOARDS, OVERCURRENT PROTECTIVE DEVICES AND LUMINAIRES. H. REPAIR TO ORIGINAL CONDITION ADJACENT CONSTRUCTION AND FINISHES DAMAGED Q- AVOID MOISTURE TRAPS; PROVIDE JUNCTION BOX WITH DRAIN FITTING AT LOW POINTS IN FIRE ALARM SYSTEM UNDER DIVISION 16. SEE DETAILS. SUBMIT ONLY FOR PRODUCTS WHERE REQUIRED BY THESE SPECIFICATION SECTIONS DURING DEMOLITION AND EXTENSION WORK. CONDUIT SYSTEM. B. CAST BOXES: NEMA FB 1, TYPE FS, ALUMINUM OR CAST IRON, PROVIDE GASKETED * ** INTEGRAL CONTROL WIRING UNDER ELECTRICAL DIVISION AS MANUFACTURER SUPPLIED CLEARLY INDICATE THE EQUIPMENT AND MATERIAL PROPOSED FOR APPLICATION AND COVER BY BOX MANUFACTURER. PROVIDE THREADED HUBS. EQUIPMENT. CONTROL WIRING FOR AUTOMATIC CONTROL PORTION UNDER MECHANICAL BE THE PROPOSED FABRICATION AND INSTALLATION METHODS. CONTINUE TO SUBMIT L CIRCUITS OR SYSTEMS WIRING SHALL NOT PASS THOUGH OUTLET OR JUNCTION BOXES R. PROVIDE LISTED FITTINGS TO ACCOMMODATE EXPANSION AND DEFLECTION WHERE DIVISION THREE (3) SETS, AFTER EACH ARCHITECT /ENGINEER'S ACTION, UNIT A 'NO EXCEPTION THAT MAY BE RENDERED INACCESSIBLE BY CHANGES MADE TO THE BUILDING. MAINTAIN CONDUIT CROSSES SEISMIC, CONTROL AND EXPANSION JOINTS. 1.3 INSTALLATION: END OF SECTION TAKEN" OR "MAKE CORRECTION NOTE" ACTION IS RECEIVED. SUBMITTALS NOT ACCESS TO EXISTING ELECTRICAL INSTALLATIONS THAT ARE TO REMAIN ACTIVE. REQUIRED WILL BE RETURNED WITHOUT ACTION. MODIFY INSTALLATION OR PROVIDE ACCESS PANEL AS APPROPRIATE. S. PROVIDE PULL STRING IN EACH EMPTY CONDUIT. A. ELECTRICAL BOXES ARE SHOWN ON DRAWINGS IN APPROXIMATE APPROXIMATE LOCATIONS UNLESS SECTION 16143 B. SUBMITTAL SHALL BE REVIEWED BY THE ARCHITECT /ENGINEER FOR GENERAL DIMENSIONED. VERIFY LOCATIONS OF FLOOR BOXES AND OUT L E TS WITH CONFORMANCE WITH CONTRACT REQUIREMENTS. SUBMITTALS PROCESSED BY THE J. CONNECT NEW WORK TO EXISTING WORK IN A MANNER THAT WILL ASSURE PROPER T. INSTALL RACEWAY SEALING FITTING WHERE CONDUITS ENTER OR LEAVE A HAZARDOUS ARCHITECTURAL DOCUMENTS PRIOR TO ROUGH-IN. WIRING DEVICES ARCHITECT /ENGINEER SHALL NOT BE CONSIDERED CHANGE ORDERS. THE RACEWAY GROUNDING THROUGHOUT IN CONFORMANCE WITH THE NATIONAL LOCATION, WHERE CONDUITS PASS FROM A WARM TO COLD LOCATION AND WHERE CONTRACTOR SHALL REVIEW AND STAMP, EACH SUBMITTAL FOR CONFORMANCE WITH ELECTRICAL CODE. CONDUITS ENTER THROUGH A FOUNDATION OR THROUGH SLAB ON GRADE. B. INSTALL PULL BOXES AND JUNCTION BOXES ABOVE ACCESSIBLE CEILINGS AND IN 1.1 GENERAL: THE DRAWINGS AND SPECIFICATIONS PRIOR TO SUBMITTAL TO THE SUB-CONTRACTORS ARCHITECTIENGINEER. DATA SUBMITTED FROM SUB-CONTRACTORS AND MATERIAL K EXISTING CONDUITS, WIRE, DEVICES, FIXTURES, ETC WHICH SHALL BE REMOVED SHALL U. FLEXIBLE CONNECTIONS: USE SHORT LENGTH (MAXIMUM OF 6 FEET) OF FLEXIBLE UNFINISHED AREAS ONLY. A. THE EXTENT OF WIRING DEVICE WORK IS INDICATED BY DRAWINGS AND SCHEDULES. SUPPLIERS DIRECTLY THE ARCHITECTIENGINEER WILL NOT PROCESSED. BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED. CONDUIT FOR RECESSED AND SEMI- RECESSED LUMINAIRES, FOR EQUIPMENT SUBJECT C. INACCESSIBLE CEILING AREAS: PROVIDE ACCESS PANEL AS REQUIRED. INSTALL OUTLET WIRING DEVICES ARE DEFINED AS SINGLE DISCRETE UNITS OF ELECTRICAL G. THE CONTRACTOR IS RESPONSIBLE SPONSIBLE FOR DIMENSIONS, PROCESSES, TI TO VIBRATION NOISE TRANSMISSION OR MOVEMENT; AND FOR ALL MOTORS. USE AND JUNCTION BOXES NO MORE THAN 6 INCHES FROM CEILING ACCESS PANEL OR FROM DISTRIBUTION SYSTEMS WHICH ARE INTENDED TO CARRY BUT NOT UTILIZE ELECTRIC TECHNIQUES OF CONSTRUCTION AND COORDINATION OF F HIS WORK WITH THAT OF ALL IS L- IF HAZARD MATERIALS ARE ENCOUNTERED THE CONTRACTOR SHALL REPORT FINDINGS LIQUID -TIGHT FLEXIBLE CONDUIT IN WET LOCATIONS. REMOVABLE RECESSED LUMINAIRE. ENERGY. OTHER TRADES. VERIFY ALL MEASUREMENTS AND REVIEW SHOP DRAWINGS BEFORE TO THE ARCHITECTIENGINEER. V. WHERE INDIVIDUAL CONDUITS PENETRATE EXISTING FIRE -RATED WALL AND FLOORS, D. COORDINATE MOUNTING HEIGHTS AND LOCATIONS OF OUTLETS MOUNTED ABOVE B. WIRING DEVICES FOR OWNER FURNISHED EQUIPMENT: MATCH DEVICES TO PLUG SUBMITTING THEM. IF ANY DEVIATIONS FROM THE SPECIFIED REQUIREMENTS FOR ANY 1.12 CLEANING AND REPAIR: PACK VOID AROUND CONDUIT WITH FIRE RATED INSULATION AND SEAL OPENING COUNTERS, BENCHES AND BACKSPLASHES WITH ARCHITECTURAL PLANS AND CONNECTORS FOR OWNER - FURNISHED EQUIPMENT. ITEM OF MATERIAL OR EQUIPMENT EXIST, SUCH DEVIATION SHALL BE EXPRESSLY AROUND CONDUIT WITH UL LISTED FOAM SILICONE ELASTOMER COMPOUND. ELEVATIONS. 1.2 MATERIALS: STATED IN WRITING AND INCORPORATED AS PART OF THE SUBMITTAL. A. CLEAN AND REPAIR EXISTING MATERIALS AND EQUIPMENT THAT REMAIN OR ARE TO BE 1.4 RECORD DRAWINGS: REUSED. W. SURFACE RACEWAYS AND WIREWAYS ARE ACCEPTABLE ONLY WHERE SPECIFICALLY E. LOCATE OUTLET BOXES TO ALLOW LUMINAIRES POSITIONED AS SHOWN ON REFLECTED A. MANUFACTURERS -WALL SWITCHES AND RECEPTACLES: A. MAINTAIN AN UP TO DATE CONTRACT SET OF ELECTRICAL DRAWINGS AND INDICATED ON THE DRAWINGS. THE PROPOSED USE OF SURFACE RACEWAYS AND CEILING PLAN. SPECIFICATIONS AT THE SITE, INCLUDING ALL ADDENDUMS, CHANGE ORDERS, FIELD B. CLEAN EXPOSED PANELBOARDS SURFACES AND CHECK TIGHTNESS OF ELECTRICAL WIREWAYS SHALL BE SUBMITTED FOR REVIEW BY THE ENGINEER PRIOR TO 1. HUBBELL, LEVITON, PASS & SEYMOUR, COOPER WIRING DEVICES AND BRYANT. CHANGES, FEEDER CONDUIT ROUTING AND CHANGES BASED ON SHOP DRAWING CONNECTIONS. REPLACE DAMAGED CIRCUIT BREAKERS AND PROVIDE CLOSURE INSTALLATION. F. HORIZONTALLY ALIGN ADJACENT WALL MOUNTED OUTLET BOXES AND MUD RING FOR REVIEW. NEATLY MARK ALL CHANGES AND DEVIATIONS FROM THE ORIGINAL DRAWINGS PLATES FOR VACANT POSITIONS. PROVIDE TYPED CIRCUIT DIRECTORY SHOWING SWITCHES, THERMOSTATS AND SIMILAR DEVICES. B. WALL SWITCHES: AND SPECIFICATIONS. USE RED FOR ADDITIONAL ITEMS AND GREEN FOR REMOVED REVISED CIRCUITING ARRANGEMENT. END OF SECTION ITEMS. THIS SHALL BE A SEPARATE SET OF DRAWINGS, NOT USED FOR CONSTRUCTION G. USE FLUSH MOUNTING OUTLET BOX IN FINISHED AREAS. 1. NEMA WD 1, SPECIFICATION GRADE FS W- S -896E, 20 AMP PURPOSES AND SHALL BE MADE AVAILABLE FOR REVIEW BY THE ARCHITECT /ENGINEER C. REMOVE ALL MATERIALS, SCRAP AND DEBRIS RELATIVE TO THE ELECTRICAL AT ALL TIMES. UPON COMPLETION OF THE CONTRACT, THIS SET OF RECORD DRAWINGS INSTALLATION AND LEAVE THE PREMISES AND ALL EQUIPMENT, LAMPS, FIXTURES, ETC. SECTION 16120 H. DO NOT INSTALL FLUSH MOUNTED BOXES BACK -TO -BACK IN WALLS; PROVIDE MINIMUM 6 2. HANDLE: IVORY FOR NORMAL POWER CIRCUITS, RED FOR EMERGENCY POWER SHALL BE DELIVERED TO THE ARCHITECT/ENGINEER. IN A CLEAN AND ORDERLY CONDITION. ANY COSTS TO THE OWNER FOR CLEAN -UP OF INCHES SEPARATION. PROVIDE MINIMUM 24 INCHES SEPARATION iN ACOUSTIC OR FIRE CIRCUITS. VERIFY COLOR WITH ARCHITECT /ENGINEER PRIOR TO ORDERING. 1.5 REGULATORY REQUIREMENTS: THE SITE NOT PROVIDED BY THE CONTRACTOR AS DEFINED IN THE DRAWINGS OR WIRES AND CABLE RATED WALLS. SPECIFICATIONS WILL BE CHARGED TO THE CONTRACTOR. C. RECEPTACLES: A. THE DRAWINGS AND SPECIFICATIONS TAKE PRECEDENCE WHEN THEY ARE MORE 1.1 GENERAL: 1. FIRE RATED WALLS: IF ACCEPTABLE TO THE LOCAL AUTHORITY, BOXES MAY BE STRINGENT THAN ADOPTED CODES, AMENDMENTS OR STATUTES. ALL WORK SHALL BE SPACED A MINIMUM OF 6 INCHES APART IF WRAPPED WITH UL CATEGORY CLIV 1. SPECIFICATION GRADE, TYPE NEMA 5-20R DUPLEX UNLESS NOTED OTHERWISE. EXECUTED IN ACCORDANCE WITH THOSE EDITIONS OF THE FOLLOWING AS CURRENTLY 1.13 TESTING, ACCEPTANCES AND CERTIFICATION: A. THIS SECTION INCLUDES WIRES, CABLES AND CONNECTORS FOR POWER, LIGHTING, PUTTY PADS TO PROVIDE A 1 OR 2 HOUR RATED FIRE STOP. ADOPTED BY THE LOCAL AND STATE AUTHORITY HAVING JURISDICTION: SIGNAL, CONTROL AND RELATED SYSTEMS RATED 600 VOLTS AND LESS. 2, GROUND FAULT RECEPTACLES SHALL BE SPECIFICATION GRADE, NEMA 5 -20R 1. NFPA, ADA, UL, IEEEE, NEMA, CBM, ANSi, NECA, ICEA AND (ETA. A. GENERAL 1. PROVIDE STUD TO STUD SUPPORT FOR MOUNTING OUTLET BOX BETWEEN STUDS. CONFIGURATION WITH 5 MILLIAMP TRIP. 1.2 MATERIALS: 2. INTERNATIONAL BUILDING CODE (IBC) INCLUDING LOCAL AMENDMENTS AND 1. PROVIDE THE NECESSARY FIELD - TESTING AND STARTUP SERVICES FOR ALL J. USE ADJUSTABLE STEEL CHANNEL FASTENERS FOR HUNG CEILING OUTLET BOX. 3. IVORY NYLON FACE. ALL RECEPTACLES CONNECTED TO EMERGENCY CIRCUITS APPLICABLE REQUIREMENTS OF THE LOCAL FIRE DEPARTMENT, PREVENTION ELECTRICAL EQUIPMENT PROVIDED UNDER THiS CONTRACT EXCEPT AS NOTED A. BUILDING WIRE: COPPER 600 VOLT THERMOPLASTIC INSULATION RATED 90 DEGREES C, SHALL HAVE A RED FACE. COLOR SELECTION SHALL BE VERIFIED WITH BUREAU OR FIRE MARSHAL. OTHERWISE. THE FIELD - TESTING AND STARTUP SERVICES SHALL BE IN TYPE THHN/THWN. K. DO NOT FASTEN BOXES TO CEILING SUPPORT WIRES. ARCHITECT /ENGINEER PRIOR TO ORDERING. ACCORDANCE WITH EACH EQUIPMENT MANUFACTURER'S WRITTEN B. PAY FOR ALL FEES AND ELECTRICAL PERMITS, PLAN REVIEW AND INSPECTIONS FROM RECOMMENDATIONS. NO TESTING SHALL BE PERFORMED WHICH IN ANY WAY BE IN B. METAL CLAD CABLE: COPPER 600 VOLT THERMOPLASTIC INSULATION RATED 90 DEGREES L. SUPPORT BOXES INDEPENDENTLY OF CONDUIT. AUTHORITY HAVING JURISDICTION. PROVIDE ALL NOTICES NECESSARY IN CONNECTION CONFLICTS WITH THE MANUFACTURER'S RECOMMENDATIONS AND WHICH WILL C, STEEL INTERLOCKED METAL TYPE ARMOR. 4. WEATHERPROOF COVER PLATE: HUBBELL #WP26MH NEMA 3R FOR "IN USE" THEREWITH. WORK SHALL NOT BE COVERED BEFORE INSPECTIONS BY THE ADVERSELY AFFECT ANY MANUFACTURER'S WARRANTIES. M. USE GANG BOX WHERE MORE THAN ONE DEVICE IS MOUNTED TOGETHER. DO NOT USE PROTECTION. JURISDICTIONAL AUTHORITIES AND OBSERVATION BY THE OWNERIENGiNEER. C- HCF CABLE: COPPER 600 VOLT THERMOPLASTIC INSULATION RATED 90 DEGREES C, SECTIONAL BOX. USE GANG BOX WiTH PLASTER RING FOR SINGLE DEVICE OUTLETS. 2. IF THE CONTRACTOR FINDS DURING THE TESTING THAT ANY PIECE OF EQUIPMENT STEEL INTERLOCKED METAL TYPE ARMOR AND BOND WIRE THAT IS CLEARLY IDENTIFIED D. DEVICE COVER PLATES: STAINLESS STEEL. 1.6 MATERIALS AND EQUIPMENT: DOES NOT SATISFACTORILY PASS THE REQUIRED FIELD TEST, THE AS AN ACCEPTABLE RETURN GROUNDING PATH. A GREEN INSULATED EQUIPMENT N. USE CAST BOXES IN INTERIOR WET LOCATIONS. ARCHITECT /ENGINEER SHALL BE PROMPTLY NOTIFIED AND THE CONTRACTOR GROUNDING CONDUCTOR SHALL BE INCLUDED IN THE ASSEMBLY. ARMOR SHALL BE 1.3 INSTALLATION: A. PROVIDE MATERIALS AND EQUIPMENT ACCEPTABLE TO THE AUTHORITY HAVING SHALL TAKE THE NECESSARY ACTIONS FOR THE PROMPT REPAIR OR GALVANIZED STEEL, COLOR COATED GREEN. END OF SECTION JURISDICTION AND AS SUITABLE FOR THE USE INTENDED, EXCEPT WHERE MORE REPLACEMENT AS RECOMMENDED BY ARCHITECT /ENGINEER, THE EQUIPMENT A. PROVIDE EXTENSION RINGS TO BRING OUTLET BOXES FLUSH WITH FINISHED SURFACE. STRINGENT REQUIREMENTS ARE INDICATED BY THE CONTRACT DOCUMENTS. SHALL THEN BE RETESTED. THIS PROCESS SHALL BE REPEATED, IF NECESSARY, D. WIRE AND CABLE MANUFACTURERS: AMERICAN INSULATED WIRE, ANACONDAmERICSSON SECTION 16142 UNTIL THE EQUIPMENT SATISFACTORILY PASSES THE REQUIRED TEST. INC; WIRE AND CABLE DIV., BELDEN DiV; COOPER INDUSTRIES., BRANDLREX DIV; PYLE ELECTRICAL CONNECTIONS FOR EQUIPMENT B. CLEAN DEBRIS FROM OUTLET BOXES. B. EQUIPMENT LAYOUTS ARE BASED ON USE OF EQUIPMENT AS SPECIFIED. IF THE NATIONAL CO., GENERAL CABLE CORPORATION, NITEMP WIRES, INC. PHELPS DODGE CONTRACTOR CHOOSES EQUIPMENT FROM ANOTHER LISTED MANUFACTURER, THE 3. PRIOR TO ENERGIZING, FEEDERS TO AND FROM PANELBOARDS AND BRANCH CABLE AND WIRE CO., ROME CABLE CORP., SOUTHWIRE COMPANY, SUPERIOR ESSEX: 1.1 GENERAL: G. INSTALL DEVICES PLUMB AND LEVEL, CONTACTOR SHALL BE SOLELY RESPONSIBLE FOR FiRST ASCERTAINING THAT THE PROPOSED EQUIPMENT CAN BE INSTALLED IN THE SPACE AVAILABLE WITH CODE AND CIRCUIT CONDUCTORS 4 AWG AND LARGER FROM PANELBOARDS INSTALLED TRIANGLE, EXCEL, ROYAL A. EXTENT OF ELECTRICAL CONNECTIONS FOR EQUIPMENT IS INDICATED BY DRAWINGS D. INSTALL SWITCHES WITH OFF POSITION DOWN. MAINTENANCE CLEARANCE. UNDER THIS PROJECT ARE TO BE TESTED WITH A 500 -VOLT INSULATION MEGOHM METER TO DETERMINE INSULATION RESISTANCE LEVELS, ALL FIELD TEST DATA IS E. CONNECTORS: OUZ/GEDNEY CO., AMP, INC., BURNDY CORPORATION, IDEAL INDUSTRIES, AND SCHEDULES. ELECTRICAL CONNECTIONS ARE HEREBY DEFINED TO INCLUDE TO BE RECORDED, CORRECTED TO A BASELINE TEMPERATURE AND FURNISHED TO INC.3M COMPANY, THOMAS AND BETTS CORP. CONNECTIONS USED FOR PROVIDING ELECTRICAL POWER TO MECHANICAL, OTHER E. CONNECT WIRING DEVICE GROUNDING TERMINAL TO BRANCH CIRCUIT EQUIPMENT C. ALL EQUIPMENT AND MATERIALS INSTALLED SHALL BE NEW AND COMPLETE, THE PROJECT MANAGER. A TEST IS TO INCLUDE MEGGERiNG FOR ONE MINUTE VENDOR, OWNER EQUIPMENT, ETC, GROUNDING CONNECTOR. THOROUGHLY CLEANED, CHECKED, CORRECTLY ADJUSTED AND LEFT READY FOR BETWEEN CONDUCTORS AND BETWEEN EACH CONDUCTOR AND GROUND MEGGER 1.3 INSTALLATION: B. APPLICATIONS OF ELECTRICAL POWER CONNECTIONS SPECIFIED IN THIS SECTION INTENDED USE OR OPERATION. EXTERIOR SURFACES OF ALL MATERIAL AND EQUIPMENT , CABLES AFTER INSTALLATION WITH CABLES DISCONNECTED AT BOTH ENDS. INCLUDE THE FOLLOWING: F. CONNECT WIRING DEVICES BY WRAPPING CONDUCTOR AROUND SCREW TERMINAL. SHALL BE PROVIDED IN UNBLEMISHED CONDITION UNLESS OTHERWISE SPECIFIED. INSULATION TEST VALUES SHALL MEET OR EXCEED THE VALUES GIVEN BELOW: A. PROVIDE WIRE AND CABLE SUITABLE FOR THE TEMPERATURE, CONDITIONS, AND 1. FROM ELECTRICAL SOURCE TO MOTOR STARTERS, FROM MOTOR STARTERS TO MOTORS. G. INSTALL RECEPTACLES WITH EITHER GROUND OR NEUTRAL UP. MANUFACTURED PRODUCTS SHALL BE STANDARD CATALOGED ITEMS WHICH HAVE BEEN LOCATION WHERE INSTALLED. IN PRODUCTION FOR A PERIOD NOT LESS THAN FIVE (5) YEARS PRIOR TO DATE FOR CONDUCTOR SIZE RESISTANCE 2. TO LIGHTING EQUIPMENT. RECEIPT OF BiDS OR PROPOSALS. (AWG OR KCMIL} (MEGOHMS- 1,000FT.) 1. COMPLETELY AND THOROUGHLY SWAB RACEWAY BEFORE INSTALLING WIRE. 3. TO TRANSFORMERS AND SIMILAR CURRENT ADJUSTMENT FEATURES OF H. PROVIDE GFCI TYPE OUTLETS FOR EACH ABOVE COUNTER DUPLEX RECEPTACLE SHOWN EQUIPMENT. WITHIN 6 FEET -0 INCHES OF SINKS /LAVATORIES. D. DEFECTIVE OR DAMAGED MATERIALS SHALL BE REPLACED REPAIRED, PRIOR TO 12 -8 200 2. METAL CLAD AND HCF CABLE MAY BE USED ONLY FOR: 4. TO GROUNDS INCLUDING EARTHING CONNECTIONS. 1. EACH BRANCH CIRCUIT SERVING DEDICATED RECEPTACLES, OR EQUIPMENT CH FINAL ACCEPTANCE, IN A MANNER ACCEPTABLE TO THE ARCHITECTIENGINEER OR 6 -2/0 100 5. TO OWNER AND MISCELLANEOUS EQUIPMENT NOTED. CONNECTIONS SHALL BE FURNISHED WiTH A DEDICATED NEUTRAL CONDUCTOR. . OWNER AND AT NO ADDITIONAL COST TO THE OWNER. 3/0 -500 50 A. CONNECTION OF LUMINAIRES IN ACCESSIBLE CEILINGS (MAX. 6 FOOT 6. OTHER CONNECTIONS AS IDENTIFIED. END OF SECTION LENGTHS ). E. ALL ELECTRICAL MATERIALS SHALL BE ACCEPTABLE FOR INSTALLATION ONLY IF LABELED 1.14 PROJECT CLOSEOUT: C. LOAD VOLTAGE WIRING SHALL BE PROVIDED UNDER DIVISION 16 AND SHALL BE DEFINED OR LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY AND ACCEPTED BY B. CONNECTIONS TO LUMINAIRES ON NON - ACCESSIBLE CEILINGS (MAX. 3 FOOT AS: CONDUIT AND WIRING REQUIRED TO CARRY POWER TO MOTORS AND OTHER SECTION 16190 LOCAL AUTHORITY HAVING JURISDICTION. A. DELIVER THREE COMPLETE OPERATING AND MAINTENANCE MANUALS PARTS LiSTS AND LENGTHS }. EQUIPMENT OR DEVICES- WIRING FROM CONTROL DEVICES TO EQUIPMENT THAT CARRY SUPPORTING DEVICES WARRANTY INFORMATION TO THE OWNER AT THE TIME OF THE ABOVE REQUIRED POWER TO DRIVE THAT EQUIPMENT SUCH AS LINE VOLTAGE THERMOSTATS, ETC. F. ALL EQUIPMENT COMPONENTS SHALL HAVE THE MANUFACTURER'S NAME, ADDRESS, TRAINING. FULLY EXPLAIN THE CONTENTS OF THE MANUALS AS PART OF TRAINING AND C, FOR OUTLET -TO- OUTLET BRANCH CIRCUIT WIRING IN STUD PARTITIONS OR WIRING THAT PROVIDES POWER TO CONTROL PANELS, CONTROL TRANSFORMERS, 1.1 GENERAL: MODEL NUMBER AND SERIAL NUMBER PERMANENTLY ATTACHED IN A CONSPICUOUS INSTRUCT THE OWNERS PERSONNEL IN THE CORRECT PROCEDURE FOR OBTAINING CASEWORK CONTROL RELAYS, TIME CLOCKS, ETC. LOCATION. SERVICE, BOTH DURING AND AFTER THE WARRANTY PERIOD. INCLUDE ADDRESSES AND D. GENERAL: FOR EACH ELECTRICAL CONNECTION INDICATED, PROVIDE COMPLETE A. THIS SECTION INCLUDES SECURE SUPPORT FROM THE BUILDING STRUCTURE FOR PHONE NUMBERS FOR THE OWNER TO CONTACT FOR WARRANTY, SERVICE AND PARTS. D. FOR BRANCH CIRCUIT DROPS FROM A LOCAL JUNCTION BOX ABOVE THE ASSEMBLY OF MATERIALS, INCLUDING BUT NOT NECESSARILY LIMITED TO, PRESSURE ELECTRICAL ITEMS BY MEANS OF HANGERS, SUPPORTS, ANCHORS, SLEEVES, INSERTS, 1.7 STORAGE AND PROTECTION: CEILING INTO A STUD WALL AND CASEWORK. CONNECTORS, TERMINALS (LUGS ), ELECTRICAL INSULATING TAPE, ELECTRICAL SOLDER, SEALS, AND ASSOCIATED FASTENINGS. 1.15 WARRANTY: ELECTRICAL SOLDERING FLUX, HEATLSHRINKABLE INSULATING TUBING, CABLE TIES, A. STORE PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, WiTH SEALS E. USES NOT PERMITTED INCLUDE BRANCH CIRCUIT HOME RUNS, EQUIPMENT OR SOLDERLESS WIREuNUTS, DISCONNECT, STARTER, CONTACTOR, RELAYS, ETC., AND 1.2 MATERIALS: AND LABELS INTACT AND LEGIBLE. STORE SENSITIVE PRODUCTS IN WEATHER -TIGHT A. THE ELECTRICAL SYSTEM INSTALLED UNDER THIS CONTRACT SHALL BE LEFT IN PROPER MOTOR FEEDERS, EXPOSED INSTALLATIONS OR EMERGENCY SYSTEMS. OTHER ITEMS AND ACCESSORIES AS NEEDED TO COMPLETE SPLICES AND ENCLOSURES; MAINTAIN WITHIN TEMPERATURE AND HUMIDITY RANGES REQUIRED BY WORKING ORDER. REPLACE AT NO ADDITIONAL COST TO THE OWNER, ANY WORK, TERMINATIONS OF TYPES INDICATED. A. ALL HANGERS, SUPPORTS, STRAPS, ETC. SHALL BE CORROSION RESISTANT OR MANUFACTURER'S INSTRUCTIONS. MATERIALS, OR EQUIPMENT WHICH EXHIBIT DEFECTS iN DESIGN, CONSTRUCTION OR B. USE SOLID CONDUCTOR FOR FEEDERS AND BRANCH CIRCUITS 10 AWG AND SMALLER, 1.2 MATERIALS: GALVANIZED WHERE EXPOSED TO MOISTURE. WORKMANSHIP WiTHiN ONE YEAR, OR AS SPECIFICALLY NOTED ELSEWHERE IN THESE 1.8 WORKMANSHIP: SPECIFICATIONS, FROM DATE OF FINAL OWNER ACCEPTANCE. C. USE STRANDED CONDUCTORS FOR CONTROL CIRCUITS. A. MANUFACTURER: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE CIRCUIT B. FABRICATE SUPPORTS FROM STRUCTURAL STEEL OR STEEL CHANNEL, RIGIDLY WELDED A. INSTALLER'S QUALIFICATIONS: FiRMS WITH AT LEAST 2 YEARS OF SUCCESSFUL END OF SECTION D. USE CONDUCTOR NOT SMALLER THAN 12 AWG FOR POWER AND LIGHTING CIRCUITS. AND MOTOR DISCONNECTS BY ONE OF THE FOLLOWING: SQUARE D COMPANY, CUTLER - HAMMER INC., GENERAL ELECTRIC CO., SIEMENS ENERGY & AUTOMATION, INC., OR BOLTED TO PRESENT A NEAT APPEARANCE. USE HEXAGON HEAD BOLTS WITH INSTALLATION EXPERIENCE WITH PROJECTS UTILIZING ELECTRICAL CONNECTIONS FOR WESTINGHOUSE ELECTRIC CORP. SPRING LOCK WASHERS UNDER ALL NUTS. EQUIPMENT SIMILAR TO THAT REQUIRED FOR THIS PROJECT. E. USE 10 AWG CONDUCTORS FOR 20 AMPERE, 120 VOLT BRANCH CIRCUITS LONGER THAN B. OVERCURRENT PROTECTIVE DEVICES (OCPDS ): PROVIDE TYPE, RATING, AND FEATURES 1.3 INSTALLATION: SECTION 16110 50 FEET TO THE FIRST FIXTURE OR DEVICE. AS INDICATED. COMPLY WITH DIVISION 16 SECTION ON OVERCURRENT PROTECTIVE B, WORKMANSHIP SHALL CONFORM TO INDUSTRY STANDARDS. CONTRACTOR'S DEVICES, WITH OCPDS ADAPTED TO EQUIPMENT CONNECTION INSTALLATION. TANDEM A. INSTALL SUPPORTING DEVICES TO FASTEN ELECTRICAL COMPONENTS SECURELY AND PERSONNEL AND SUB - CONTRACTOR SELECTED TO PERFORM THE WORK SHALL BE WELL RACEWAYS F. USE 10 AWG CONDUCTORS FOR 20 AMPERE, 277 VOLT BRANCH CIRCUITS LONGER THAN CIRCUIT BREAKERS SHALL NOT BE USED. MULTIPLE POLE BREAKERS SHALL HAVE PERMANENTLY IN ACCORDANCE WITH NEC REQUIREMENTS. VERSED AND SKILLED IN THE TRADES INVOLVED. 100 FEET TO THE FIRST FIXTURE OR DEVICE. COMMON TRIP. 1.1 GENERAL: C. PROVIDE CIRCUIT AND MOTOR DISCONNECT SWITCHES IN TYPES, SIZES, DUTIES, B. STRENGTH OF EACH SUPPORT SHALL BE ADEQUATE TO CARRY PRESENT AND FUTURE C. ALL ERRORS IN INSTALLATION SHALL BE CORRECTED AT THE EXPENSE OF THE G. PULL ALL CONDUCTORS INTO RACEWAY AT SAME TIME. DO NOT EXCEED THE MAXIMUM FEATURES, RATINGS, AND ENCLOSURES AS INDICATED. ALL EQUIPMENT WITH MAXIMUM PROPOSED LOAD MULTIPLIED BY A SAFETY FACTOR OF LEAST FOUR. WHERE THIS CONTRACTOR. WHERE DETAILS OR SPECIFIC INSTALLATION REQUIREMENTS ARE NOT A. EXTENT OF RACEWAY WORK IS INDICATED BY DRAWINGS AND SCHEDULES. PROVIDE TENSILE STRENGTH OF THE CABLE BEING PULLED AS ALLOWED BY NEC AND /OR THE FUSE SIZE LISTED IN NAMEPLATE SHALL HAVE FUSIBLE DISCONNECT SWITCH PROVIDED. DETERMINATION RESULTS IN A SAFETY ALLOWANCE OF LESS THAN 200LBS PROVIDE PROVIDED, FOLLOW MANUFACTURER'S RECOMMENDATIONS. COMPLETE CONDUIT SYSTEMS FOR ALL CONDUCTORS UNLESS OTHERWISE SPECIFIED. CABLE MANUFACTURER. PULLING COMPOUND SHALL'BE NON - CONDUCTIVE AND SHALL PROVIDE NEMA 1 ENCLOSURE. FOR OUTDOOR SWITCHES AND SWITCHES INDICATED AS ADDITIONAL STRENGTH UNTIL THERE IS A MINIMUM OF 200 LBS SAFETY ALLOWANCE IN DRY TO A FINE LUBRICATING POWDER. WEATHERPROOF, PROVIDE NEMA 3R ENCLOSURES WiTH RAINTIGHT HUBS FOR MOTOR THE STRENGTH OF EACH SUPPORT. 1.9 CHASES, OPENINGS, CUTTING AND PATCHING: 1.2 MATERIALS: AND MOTOR STARTER DISCONNECTS, PROVIDE UNITS WITH HORSEPOWER RATINGS H. WHERE A BRANCH CIRCUIT EXTENDS THROUGH A RECEPTACLE OUTLET, ALL SUITABLE TO THE LOADS. C. INSTALL INDIVIDUAL AND MULTIPLE (TRAPEZE) RACEWAY HANGERS AND RISER CLAMPS A. CAREFULLY LAY OUT ALL WORK IN ADVANCE SO AS TO ELIMINATE WHERE POSSIBLE, A. SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY THE CONNECTING CONDUCTORS SHALL BE PIGTAILED SO AS TO PREVENT DOWNSTREAM D. FUSIBLE SWITCHES: HEAVY DUTY SWITCHES, WITH FUSES OF CLASSES AND CURRENT AS NECESSARY TO SUPPORT RACEWAYS. PROVIDE U- BOLTS, CLAMPS, ATTACHMENTS CUTTING, CHANNELING, CHASING OR DRILLING OF FLOORS, WALL, PARTITIONS, CEILINGS FOLLOWING MANUFACTURERS: LOADS FOR BEING CONDUCTED THROUGH RECEPTACLE. RATINGS INDICATED, AND OTHER HARDWARE NECESSARY FOR HANGER ASSEMBLY AND FOR SECURING AND ROOFS. ANY DAMAGE TO THE BUILDING, STRUCTURE, PIPING, DUCTS, EQUIPMENT 1. RIGID METAL CONDUIT: ALLIED, WHEATLAND, TRIANGLE, WESTERN TUBE & CONDUIT E. DISCONNECT SWITCH HANDLES SHALL BE LOCKABLE iN OPEN AND CLOSED POSITION HANGER RODS AND CONDUITS. OR ANY DEFACED FINISH SHALL BE REPAIRED BY SKILLED MECHANICS OF THE TRADES 2. NON- METALLIC CONDUIT: CARLON, MPF, CAN -TEX, PW 1. USE SUITABLE WIRE PULLING LUBRICANT FOR BUILDING WIRE 4AWG AND LARGER. WITHOUT MODIFICATION. INVOLVED AT NO ADDITIONAL COST TO THE OWNER AND TO THE SATISFACTION OF THE D. SUPPORT PARALLEL RUNS OF HORIZONTAL RACEWAYS TOGETHER ON TRAPEZE -TYPE ARCHITECT /ENGINEER, ANY NECESSARY CUTTING, CHANNELING, DRILLING OR WELDING 3. STEEL FITTINGS AND CONDUIT BODIES: O/Z GEDNEY, RACO, APPLETON, EPT, STEEL J. SUPPORT CABLES ABOVE ACCESSIBLE CEILING, USING SPRING METAL CLIPS OR METAL 1.3 INSTALLATION: HANGERS. USE 3/8" DIAMETER OR LARGER THREADED STEEL RODS FOR SUPPORT. AS REQUIRED FOR THE PROPER SUPPORT, CONCEALMENT, INSTALLATION OR CiTY CABLE TIES TO SUPPORT CABLES FROM STRUCTURE. CEILING SUSPENSION SYSTEM OR A. FURNISH, SET IN PLACE, AND VARE (EXCEPT AS MAY BE OTHERWISE INDICATED) ALL ANCHORING OF RACEWAYS, OUTLETS, OR OTHER ELECTRICAL EQUIPMENT SHALL BE SUSPENDED GRID SYSTEMS SHALL NOT BE ALLOWED TO PROVIDE SUPPORT FOR CABLE HEATING, VENTILATING, AiR CONDITIONING, PLUMBING AND FiRE PROTECTION, E. SUPPORT INDIVIDUAL HORIZONTAL RACEWAYS BY SEPARATE PIPE HANGERS. SPRING PERFORMED IN A WORKMAN LIKE MANNER AND AS PER THE DRAWINGS AND 4. WIREWAY: SQUARE D. CO., CIRCLE AW PRODUCTS, ERICKSON ELECTRIC EQUIPMENT WIRING SYSTEMS. DO NOT ALLOW CABLE TO REST ON CEILING PANELS. ELEVATOR, ETC., MOTORS AND CONTROLS iN ACCORDANCE WITH THE FOLLOWING STEEL FASTENERS MAY BE USED IN LIEU OF HANGERS ONLY FOR 1 -1/2 INCH AND SPECIFICATIONS. CO., G.S. METALS CORP., HOFFMAN ENGINEERING CO. SCHEDULE. CAREFULLY COORDINATE WITH WORK PERFORMED UNDER THE SMALLER RACEWAYS SERVING LIGHTING AND RECEPTACLE BRANCH CIRCUITS ABOVE K NEATLY TRAIN AND LACE WIRING INSIDE BOXES, EQUIPMENT AND PANELBOARDS. MECHANICAL DIVISION OF THESE SPECIFICATIONS. SUSPENDED CEILINGS ONLY. FOR HANGER RODS WiTH SPRING STEEL FASTENERS, USE B. ALL OPENINGS MADE IN FIRE -RATED WALLS, FLOORS OR CEILINGS SHALL BE PATCHED 1.3 INSTALLATION: B. INSTALL PRE - FINISHED CORD SET WHERE CONNECTION WITH ATTACHMENT PLUG iS Y<" DIAMETER OR LARGER THREADED STEEL. USE SPRING STEEL FASTENERS THAT ARE AND MADE TIGHT IN A MANNER TO CONFORM TO THE FIRE RATING FOR THE UL RATED L. USE UL LISTED INSULATED CONNECTORS FOR COPPER CONDUCTOR SPLICES AND TAPS, INDICATED OR SPECIFIED, OR USE ATTACHMENT PLUG WITH SUITABLE STRAIN- RELIEF SPECIFICALLY DESIGNED FOR SUPPORTING SINGLE CONDUITS OR TUBING. FOR HANGER ASSEMBLY. A. CONDUIT REQUIREMENTS 6 AWG AND LARGER. TAPE UNINSULATED CONDUCTORS AND CONNECTOR WITH CLAMPS. RODS SUPPORTING 1-1/2 INCH OR LARGER CONDUITS PROVIDE 3/8 INCH MINIMUM ELECTRICAL TAPE TO 150 PERCENT OF INSULATION RATING OF CONDUCTOR. C. PROVIDE SUITABLE STRAIN RELIEF CLAMPS FOR CORD CONNECTION TO OUTLET BOXES THREADED STEEL RODS WITH PIPE HANGERS. C. ALL PENETRATIONS REQUIRED THROUGH EXISTING MASONRY OR CONCRETE 1. MINIMUM SIZE: Y2 INCH EXCEPT BRANCH CIRCUIT HOME RUNS TO PANELBOARD AND EQUIPMENT CONNECTION BOXES. CONSTRUCTION SHALL BE CORE DRILLED AT MINIMUM SIZE REQUIRED. PRECAUTIONS SHALL NOT BE LESS THAN % INCH. M. USE SOLDERLESS PRESSURE CONNECTORS WITH INSULATING COVERS FOR COPPER D. PROVIDE CIRCUIT AND MOTOR DISCONNECT SWITCHES AS INDICATED AND WHERE F. SPACE SUPPORTS FOR RACEWAYS IN ACCORDANCE WITH NEC. WHEN THERE ARE 4 OR SHALL BE TAKEN WHEN DRILLING TO PREVENT DAMAGE TO STRUCTURAL CONCRETE. CONDUCTOR SPLICES AND TAPS, 8 AWG AND SMALLER. REQUIRED BY CODE. PROVIDE EACH MOTOR WITH A HORSEPOWER RATED DISCONNECT MORE 2" CONDUITS IN A TRAPEZE, SUPPORTS SHALL BE SPACED 5 FEET O.C, THE CONTRACTOR SHALL OBTAIN PERMISSION FROM THE OWNERIARCHITECT/ ENGINEER B. DRY LOCATIONS: SWITCH AND EXTERNAL THERMAL OVERLOAD PROTECTION. INSTALL WITHIN SIGHT OF BEFORE PROCEEDING WiTH CUTTING OR DRILLING. FOR ALL CORE DRILLING, PROVIDE N. USE INSULATED SPRING WIRE CONNECTORS WITH PLASTIC CAPS FOR COPPER MOTORS OR EQUIPMENT SERVED. G. iN ALL RUNS, ARRANGE SUPPORT SO THE LOAD PRODUCED BY THE WEIGHT OF THE AN X -RAY OF THE AREA PRIOR TO DRILLING. COORDINATE WITH ALL TENANTS AFFECTED 1. CONCEALED: ELECTRICAL METALLIC TUBING. CONDUCTOR SPLICES AND TAPS, 10 AWG AND SMALLER E. UPON COMPLETION OF INSTALLATION OF ELECTRICAL CONNECTIONS, AND AFTER RACEWAY AND THE ENCLOSED CONDUCTORS IS CARRIED ENTIRELY BY THE CONDUIT BY X- RAYING AS WELL AS CORE DRILLING. 2. EXPOSED: RIGID STEEL CONDUIT, OR INTERMEDIATE METAL CONDUIT UP TO 8' -0" CIRCUITRY HAS BEEN ENERGIZED WITH RATED POWER SOURCE, TEST CONNECTIONS TO SUPPORTS WITH NO WEIGHT LOAD ON RACEWAY TERMINALS. 1.4 WIRE AND CABLE COLOR CODING: DEMONSTRATE CAPABILITY AND COMPLIANCE WITH REQUIREMENTS. ENSURE THAT 1.10 TEMPORARY FACILITIES: ABOVE FINISHED FLOOR AND ELECTRICAL METALLIC TUBING ABOVE 8' -0 ". DIRECTION OF ROTATION OF EACH MOTOR FULFILLS REQUIREMENT. CORRECT H. IN OPEN OVERHEAD SPACES, SUPPORT METAL BOXES DIRECTLY FROM THE BUILDING A. PROVIDE ALL TEMPORARY FACILITIES REQUIRED TO SUPPLY CONSTRUCTION POWER C. iN SLAB ABOVE GRADE: SCHEDULE 40 RIGID PVC PLASTIC CONDUIT. A. WIRE NO.6 AWG AND SMALLER SHALL BE FACTORY COLOR - CODED. WIRE NO.4 AWG AND LARGER MAY BE COLOR -CODED BY FIELD PAINTING OR COLOR TAPING OF 6 -INCH MALFUNCTIONING UNITS AT SITE, THEN RETEST TO DEMONSTRATE COMPLIANCE. STRUCTURE VIA Y<" MINIMUM ALL - THREAD OR BY BAR HANGERS. WHERE BAR HANGERS AND LIGHT. COMPLY WITH ALL APPLICABLE LAWS AND REGULATIONS. PROVIDE LENGTH OF EXPOSED ENDS. CONDUCTORS HAVING WHITE, GRAY, WHITE WITH COLORED 1.4 MECHANICAL EQUIPMENT CONNECTION SCHEDULE: A. REFER TO MECHANICAL EQUIPMENT SCHEDULE ON THE DRAWINGS. ARE USED, ATTACH THE BAR TO RACEWAYS ON OPPOSITE SIDES OF THE BOX AND SUPPORT THE RACEWAY WITH AN APPROVED TYPE OF FASTENER NOT MORE THAN 24 STAMPED AND SiGNED DRAWINGS OF THE TEMPORARY SERVICE AND FACILITIES WHEN D. WET AND DAMP LOCATIONS: USE RIGID STEEL CONDUIT, INTERMEDIATE METAL CONDUIT OR ELECTRICAL METALLIC TUBING. STRIPE, GREEN OR GREEN WITH COLORED STRIPE SHALL NOT BE USED TO INDICATE B. UNLESS OTHERWISE INDICATED, IT iS SUGGESTED THAT ALL EQUIPMENT, MOTORS AND INCHES FROM THE BOX. SUPPORTING METAL BOXES UTILIZING CEILING WiRE IS NOT REQUIRED BY THE LOCAL AUTHORITY. REFER TO DIVISION 1 AND DIVISION 2 OTHER THAN NEUTRAL OR GROUNDING. CONTROLS BE FURNISHED, SET IN PLACE, AND WIRED IN ACCORDANCE WITH THE ACCEPTABLE. SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. FOLLOWING SCHEDULE. THE EXACT FURNISHING AND INSTALLATION OF THE EQUIPMENT IS LEFT TO THE CONTRACTORS INVOLVED. THE INTENT OF THIS SCHEDULE iS TO HAVE THE DIVISION 16 CONTRACTOR RESPONSIBLE FOR COORDINATING ALL WIRING AS OUTLINED, WHETHER OR NOT SPECIFICALLY CALLED FOR BY DIVISION 15 OR DIVISION 16 DRAWINGS AND SPECIFICATIONS. COMPLY WITH THE APPLICABLE REQUIREMENTS OF DIVISION 16 FOR ALL ELECTRICAL WORK WHICH IS NOT OTHERWISE SPECIFIED. NO EXTRAS WILL BE ALLOWED FOR CONTRACTOR'S FAILURE TO PROVIDE FOR THESE REQUIRED ITEMS. CONTRACTOR SHALL REFER TO THE DIVISION 16 AND DIVISION 15 SPECIFICATIONS AND PLANS FOR ALL POWER AND CONTROL WIRING AND SHALL ADVISE THE ARCHITECTIENGINEER OF ANY DISCREPANCIES PRIOR TO BIDDING. TAM 4 61 i Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 vai } d 0225 Main Street, Unit C101 I Edwards, CO 81632 970.926.8960 COnSUitatlt P. REI STRUCTURAL BOX :00 AV ON , • • "t• • F CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET LAKEWOOD, CO 80401 303.232.6200 F.303.232.3701 - 82010.-* TOV COMMENTS 10SEP10 1 Pi oje c z11f � [ n i�;tItll V %, ��, 1� �� s t I'll � �� M * ,� �� '111,1^ � ^ 11 E � I 11 I "I , � �_ � 1� � ,� 0 • 1% T1_ 1 77 RESEARCH INSTITUTE w LABO s � !s N T•.•• • • . • • i • Sheet Information I --------R Sheet Title: �� s � L INge TOV Comments 20 AUG 2014 Sheet Number: 4 11 " Cotor, Ruma & Assoc. FILENAME: P: \VVMC \2010 -159 SPRI RESEARCH LAB \CAD \ELEC \P- ELS.DWG - E0.02 PLOT: 09/08/2010 @ 4:13pm REV: 09/08/2010 CAD: JRG XREF: tb.dwg DPA Project: 10907.00.400 COPYRIGHT 2010 - 6AM$ PARTNERSHP, P.G. N N MENIN Mumma annow D . or M Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 0225 Main Street, Unit 0101 I Edwards, CO 81632 970.926.8960 REI STRUCTURAL P.O. BOX 8009 AVON, COLORADO 81620 970.748.0711 F.970.748.0722 CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET LAKEWOOD, CO 80401 303.232.6200 F.303.232.3701 TOV COMMENTS 10SEP10 1 Pl oject infor iatI011 tr RESEARCH INSTITUTE LA BORA T OR Y 17,,fAV 4 1 h 1 81 W Meado V C o l orado s • Sheet Sk Title: �� r � Ir n L L e i 0 Shut Number: �I�IIC? Cator, Ruma & Assoc. FILENAME: P: \VVMC \2010 -159 SPRI RESEARCH LAB \CAD \ELEC \P- ELS.DWG _ EO.03 PLOT. 09/08/2010 @ 4:13pm REV: 09/08/2010 CAD: JRG XREF: tb.dwg DPA Project: 10907.00.000 COPYRIGHT 2010. CANS PARTNERSHP, P.C. I M RI RA TI MBER OF POLES I C. CHARACTERISTICS: INDICATED FRA E SIZE, T P T NG NU END OF SECTION I. PULL STATIONS: PULL STATIONS SHALL CONTAIN ELECTRONICS THAT COMMUNICATE t. FASTEN HANGER RODS, CONDUIT CLAMPS AND OUTLET AND JUNCTION BOXES TO 2, FRONT: HINGED TRIM TYPE, SECURED TO BOX WITH 1/4 -20 -LARGE HEAD SLOTTED AND A SHORT - CIRCUIT INTERRUPTING CAPACITY RATING AS INDICATED OR THE STATION'S STATUS (ALARM, NORMAL) TO THE CONTROL PANEL OVER TWO WIRES BUILDING STRUCTURE USING PRECAST INSERT SYSTEM, EXPANSION ANCHORS, BEAM CAPTIVE SCREWS. FRONT FOR SURFACE MOUNTED PANELS SHALL BE SAME REQUIRED TO MATCH EXISTING DEVICES OR EQUIPMENT. SECTION 16535 - EMERGENCY LIGHTING WHICH ALSO PROVIDE POWER TO THE PULL STATION. THEY WILL BE MANUFACTURED CLAMPS, OR SPRING STEEL CLIPS. DIMENSIONS AS BOX. FRONTS FOR FLUSH PANELS SHALL OVERLAP BOX. PROVIDE GENERAL: FROM HIGH IMPACT RED LEXAN. STATION WILL MECHANICALLY LATCH UPON OPERATION FRONTS WITH HINGED TRIM CONSTRUCTION AND DOOR WITH FLUSH LOCKS AND D. TRIPPING DEVICE: QUICKUMAKE, QUICKjBREAK TOGGLE MECHANISM WITH AND REMAIN SO UNTIL MANUALLY RESET BY OPENING WITH A KEY COMMON TO ALL J. USE TOGGLE BOLTS OR HOLLOW WALL FASTENERS IN HOLLOW MASONRY, PLASTER OR KEYS, ALL PANELBOARD ENCLOSURES KEYED ALIKE, WITH CONCEALED DOOR INVERSErITIME DELAY AND INSTANTANEOUS OVERCURRENT TRiP PROTECTION A. EXTENT OF EMERGENCY EGRESS AND EXIT SIGNAGE IS INDICATED BY DRAWINGS AND SYSTEM LOCKS. THE FRONT OF THE STATION IS TO BE HINGED TO A BACKPLATE GYPSUM BOARD PARTITIONS AND WALLS; SELF - DRILLING ANCHORS OR EXPANSION HINGES ON INNER DOOR, PIANO ANO HINGE ON OUTER TRIM DOOR, AND DOOR SWINGS FOR EACH POLE. BREAKERS 150 AMPERES AND ABOVE SHALL HAVE SPECIFICATIONS, ASSEMBLY AND MUST BE OPENED WITH A KEY TO RESET THE STATION. ANCHORS OR PRESET INSERTS IN SOLID MASONRY WALLS; SELF - DRILLING ANCHORS OR AS INDICATED. PROVIDE A METAL DIRECTORY FRAME; MOUNTED INSIDE EACH ADJUSTABLE TRIP SELECTION FOR TRIP UNITS. ALL 120/208 VOLT RATED B. TYPES OF EMERGENCY LUMINAIRES iN THIS SECTION INCLUDE THE FOLLOWING: J. ADAPTER MODULES SHALL BE USED FOR CONTROL OF SMOKE DAMPERS, DOOR EXPANSION ANCHOR ON CONCRETE SURFACES; SHEET METAL SCREWS iN SHEET METAL PANEL DOOR WITH CARD AND CLEAR PLASTIC COVER. PROVIDE PERMANENT BREAKERS SHALL BE RATED AND LABELED "HIGH MAGNETIC ". 1. EXIT LIGHTS HOLDERS, AND OTHER OUTPUT CONTROL FUNCTIONS. INCLUDE COVER PLATES TO STUDS; AND WOOD SCREWS IN WOOD CONSTRUCTION. PANELBOARD LABELS FOR EACH CIRCUIT NUMBER. 2. EMERGENCY FLUORESCENT LAMP POWER SUPPLY. ALLOW SURFACE OR FLUSH MOUNTING. ADAPTER MODULES WILL RECEIVE THEIR 24VDC E. ADJUSTABLE INSTANTANEOUS TRIP DEVICES: FACTORY ADJUSTED TO 1.2 MATERIALS: POWER FROM A SEPARATE TWO WIRE PAIR RUNNING FROM AN APPROPRIATE POWER K. DO NOT FASTEN SUPPORTS TO PIPING, DUCTWORK, MECHANICAL EQUIPMENT OR 3. PROVIDE TiN PLATED HARD -DRAWN COPPER BUS OF 98 PERCENT CONDUCTIVITY. LOW JTRIPLSETTING CURRENT VALUES. PROVIDE ADJUSTABLE A. ACCEPTABLE MANUFACTURERS FOR EMERGENCY FLUORESCENT LAMP POWER SUPPLY. PROVIDE MODULES AS REQUIRED FOR MONITOR AND CONTROL OF AC UNITS CONDUIT. INSTANTANEOUS TRiP DEVICES FOR EACH CIRCUIT BREAKER SUPPLYING SUPPLIES: SUCH SUCH THAT THE AC UNIT SHALL SHUT DOWN UPON DETECTION OF SMOKE AT THE UNIT. 4. PROVIDE EQUIPMENT GROUND BUS: ADEQUATE FOR FEEDER AND INDIVIDUAL MOTOR LOADS AND WHERE INDICATED, PROVIDE RELAYS AS REQUIRED. L. DO NOT USE POWDER ACTUATED ANCHORS. BRANCHUCIRCUIT EQUIPMENT GROUND CONDUCTORS AND BOND TO BOX, b. DUALULITE INC. K. PROVIDE HiGH IMPACT RESISTANT RED LEXAN SPEAKER HORNISTROBE COMBINATION M. USE #9 CEILING WIRE TO SUPPORT INDIVIDUAL CONDUITS UP TO - WITH SPRING STEEL 5. SPECIAL FEATURES: PROVIDE THE FOLLOWING FEATURES FOR PANELBOARDS AS 9. OCPD ACCESSORIES: C. LITHONIA LIGHTING INC. d. SiLTRON ILLUMINATION INC. DEVICES AS SHOWN ON THE PLANS. EACH ASSEMBLY SHALL CONSIST OF TWO FASTENERS. INDICATED. A. PROVIDE SHUNT - ITRIP DEVICES FOR CIRCUIT BREAKERS WHERE INDICATED. B. GENERAL: PROVIDE SELFMCONTAiNED BATTERY POWERED INVERTOR UNIT FOR DIRECT INDEPENDENT DEVICES WHICH ARE MANUFACTURED AS COMPATIBLE WITH EACH OTHER ARRANGE TO TRIP BREAKER FROM AN EXTERNAL SOURCE OF POWER MOUNTING IN DESIGNATED FLUORESCENT LUMINAIRES. PROVIDE UNIT WITH FULLY AND WITH THE CONTROL EQUIPMENT. EACH ASSEMBLY SHALL PROVIDE A TERMINAL N. CONDUITS SHALL NOT BE SUPPORTED FROM THE SUPPORT WIRES OF SUSPENDED A. PROVIDE 150 PERCENT SIZED NEUTRAL BUS AND GROUND BUS AND DOUBLE THROUGH A CONTROL SWITCH OR RELAY CONTACT. AUTOMATIC TWO RATE CHARGER, NiCKELFCADMIUM BATTERY, AC "ON" PILOT LIGHT, STRIP OR WiRE LEADS FOR TRUE IN -OUT WIRING CONNECTIONS. THE STROBE UNIT CEILING SYSTEMS. TERMINATION LUGS FOR ALL 1201208 VOLT PANELSOARDS. AND TEST SWITCH. UNIT SHALL AUTOMATICALLY TRANSFER TO BATTERY SUPPLY ON SHALL HAVE A CANDELA - SECOND RATING IN COMPLIANCE WITH ADA REQUIREMENTS 1.3 INSTALLATION: LOSS OF NORMAL AC POWER AND SHALL OPERATE TWO RAPID START F32 FLUORESCENT AND BERATED AT 24 VDC. PROVIDE INDIVIDUAL STROBE UNITS MOUNTED WHERE O. ELECTRICAL DEVICES OR EQUIPMENT SHALL NOT BE HUNG FROM THE ROOF DECK C. BRANCH OCPDS: PROVIDE CT BREAKERS, REPLACEABLE T A. INDEPENDENTLY MOUNTED OCPDS: LOCATE AS INDICATED AND INSTALL IN LAMPS WITH MINIMUM OUTPUT OF 1350 LUMENS. UNiT SHALL BE RATED FOR THE SHOWN. STROBES SHALL BE CLEAR WITH RED LETTERS "FIRE" ON TWO SIDES. PROVIDE DIS T U RBING IR , EXCEPT CIRCUIT CUIT BREAKERS 2 FRAME SIZE ADJACENT UNITS, E ER ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. INSTALL ANTICIPATED MINIMUM AMBIENT TEMPERATURE FOR THE INTENDED INSTALLATION WALL MOUNTING AS SHOWN ON THE PLANS. VERIFY MANUFACTURER MOUNTING P. INSTALL SURFACE - MOUNTED CABINETS AND PANELBOARDS WITH MINIMUM OF FOUR AND D GREATER MAY BE PLUGLIN TYPE WHERE INDIVIDUAL POSSITIVE ITIVE LOCKING KING DEVICE OCPDS LEVEL AND PLUMB. LOCATION. REQUIREMENTS PRIOR TO ROUGH IN. ANCHORS. PROVIDE STEEL CHANNEL SUPPORTS TO STAND CABINET ONE INCH OFF REQUIRES MECHANICAL RELEASE FOR REMOVAL. B. ARRANGE FUSES SO THAT FUSE RATINGS ARE READABLE WITHOUT REMOVING FUSE. 1.3 INSTALLATION: L. WHERE MULTIPLE STROBE UNITS ARE VISIBLE FROM A SiNGLE LOCATION AND THE WALL. INSTALLATION: C. ALL FUSES FOR NEW DISCONNECT SWITCHES FEEDING MOTORS OR MOTOR STARTERS POTENTIAL VISIBLE FLASH RATE IS 5 HZ OR MORE, PROVIDE SYNCHRONIZING MODULES A. GENERAL: INSTALL PANELBOARDS AND ACCESSORY ITEMS IN ACCORDANCE WITH NEMA SHALL BE PROVIDED WITH CLASS J FUSES. A. INSTALL EMERGENCY LIGHTING UNITS AT LOCATIONS AND HEIGHTS AS INDICATED, iN AND STROBES COMPATIBLE FOR SYNCHRONIZING AS REQUIRED. PROVIDE ADDITIONAL Q. CUT OFF UNUSED LENGTHS THREADED ROD SUPPORTS. PB 1.1, "GENERAL INSTRUCTIONS FOR PROPER INSTALLATION, OPERATION AND D. IDENTIFY COMPONENTS IN ACCORDANCE WITH DIVISION 16 SECTION ON ELECTRICAL ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, APPLICABLE WIRING, CONDUIT, AND POWER SUPPLIES AS NECESSARY. MAINTENANCE OF PANELBOARDS RATED 600 VOLTS OR LESS" AND MANUFACTURERS' IDENTIFICATION. REQUIREMENTS OF NEC, NECA'S "STANDARD OF INSTALLATION ", NEMA STANDARDS, AND M. SPEAKERS HAVE BEEN LOCATED ON THE DRAWINGS. iT IS THE CONTRACTOR'S R. BRIDGE STUDS TOP AND BOTTOM WITH CHANNELS TO SUPPORT FLUSH - MOUNTED WRITTEN INSTALLATION INSTRUCTIONS. MOUNT PLUMB AND RIGID WITHOUT DISTORTION E. INSTALL WIRING BETWEEN OCPDS AND CONTROUiNDICATION DEVICES. WITH RECOGNIZED INDUSTRY PRACTICES TO ENSURE THAT LIGHTING FULFILLS RESPONSIBILITY TO PROVIDE ADEQUATE COVERAGE TO ACHIEVE 70 DBA AT ALL CABINETS AND PANELBOARDS IN STUD WALLS. OF BOX. MOUNT FLUSH PANELS UNIFORMLY FLUSH WITH WALL FINISH. F. CHECK CONNECTORS, TERMINALS, BUS JOINTS, AND MOUNTINGS FOR TIGHTNESS. REQUIREMENTS. LOCATIONS THROUGHOUT THE BUILDING. iF LOCATIONS SHOWN ARE INADEQUATE, B. PROVIDE A NEW TYPED CIRCUIT DIRECTORY IN EACH PANEL UTILIZED ON PROJECT TIGHTEN FIELDCCONNECTED CONNECTORS AND TERMINALS, INCLUDING SCREWS AND B. COORDINATE MOUNTING OF TEST SWITCH INDICATOR LIGHT AND BALLAST PRIOR TO SHOW ADDITIONAL SPEAKERS /HORNS ON SHOP DRAWING SUBMITTAL. ADDITIONAL END OF SECTION REFLECTIVE OF FiNAL CIRCUIT CHANGES REQUIRED TO BALANCE PANEL LOADS. BOLTS, IN ACCORDANCE WITH EQUIPMENT MANUFACTURER'S PUBLISHED TORQUE INSTALLATION. SPEAKERS /HORNS WILL BE ADDED AT NO ADDITIONAL COST TO THE CONTRACT C. INSTALL FILLER PLATES IN UNUSED SPACES. TIGHTENING VALUES. WHERE MANUFACTURER'S TORQUING REQUIREMENTS ARE NOT C. UPON COMPLETION OF INSTALLATION OF EMERGENCY LIGHTING AND AFTER BUILDING INCLUDING CONDUIT WIRING, POWER SUPPLIES, ETC. SECTION 16195 D. PROVISION FOR FUTURE CIRCUITS AT FLUSH PANELBOARDS: STUB ONE 1 INCH EMPTY INDICATED, TIGHTEN CONNECTORS AND TERMINALS TO COMPLY WITH TIGHTENING CIRCUITRY HAS BEEN ENERGIZED WITH NORMAL POWER SOURCE, APPLY ELECTRICAL N. PROVIDE MAGNETIC DOOR HOLDERS AS SHOWN ON THE PLANS. RELEASE DOORS ON A CONDUIT FROM PANEL FOR EACH SET OF 3 SPARES OR SPACES INTO ACCESSIBLE TORQUES SPECIFIED IN UL 486A AND UL 486B. ENERGY TO DEMONSTRATE CAPABILITY AND COMPLIANCE WiTH REQUIREMENTS. TEST VERIFIED ALARM OR AFTER A GENERAL AC POWER FAILURE iN THE BUILDING. ELECTRICAL IDENTIFICATION CEILING SPACE OR SPACE DESIGNATED TO BE CEILING SPACE IN FUTURE. STUB ONE 1 G. PROVIDE EQUIPMENT GROUNDING CONNECTIONS FOR INDIVIDUALLY MOUNTED OCPD EMERGENCY LIGHTING TO DEMONSTRATE OPERATION UNDER EMERGENCY CONDITIONS. O. REPLACE OR MODIFY THE EXISTING ANNUNCIATOR AS REQUIRED BY CODE. THE INCH EMPTY CONDUITS FOR EACH SET OF 3 SPARES OR SPACES INTO RAISED FLOOR UNITS AS REQUIRED BY NEC. WHERE POSSIBLE, CORRECT MALFUNCTIONING UNITS AT SITE, THEN RETEST TO ANNUNCIATOR SHALL CONSIST OF A BUILDING FLOOR PLAN DISPLAY MOUNTED ON A 1.1 GENERAL: SPACE H. UPON COMPLETING INSTALLATION OF THE SYSTEM, PERFORM THE FOLLOWING TESTS: DEMONSTRATE COMPLIANCE; OTHERWISE, REMOVE AND REPLACE WiTH NEW UNITS, AND BACKBOX ENCLOSURE WITH LEDS TO INDICATE ALARM STATUS OF THE FIRE ALARM A. DEGREASE AND CLEAN SURFACES TO RECEIVE NAMEPLATES AND TAPE LABELS. E. TRAIN CONDUCTORS IN PANEL GUTTERS NEATLY iN GROUPS, BUNDLE, AND WRAP WITH 1. OVERCURRENTrPROTECTtVEnDEVICE RATINGS AND SETTINGS: VERIFY INDICATED PROCEED WITH RETESTING. SYSTEM INCLUDING LOCATION OF A DEVICE IN ALARM. THE GRAPHIC ANNUNCIATOR WIRE TIES AFTER COMPLETION OF LOAD BALANCING. RATINGS AND SETTINGS TO BE APPROPRIATE FOR FINAL SYSTEM ARRANGEMENT END OF SECTION SHALL BE UNDERWRITERS LABORATORY LISTED. MOUNTING LOCATION SHALL BE B. INSTALL NAMEPLATES AND TAPE LABELS PARALLEL TO EQUIPMENT LINES. SECURE F, MAKE EQUIPMENT GROUNDING CONNECTIONS FOR PANELBOARDS AS INDICATED. AND PARAMETERS. APPROVED BY THE LOCAL FIRE MARSHALL OR THE AUTHORITY HAVING JURISDICTION. NAMEPLATES TO EQUIPMENT WITH SCREWS OR RIVETS FOR A PERMANENT PROVIDE GROUND CONTINUITY TO MAIN ELECTRICAL GROUND BUS INDICATED. SECTION 16721 D FIRE ALARM SYSTEMS - EXPANSION OR REMODEL OF ADDRESSABLE SYSTEMS P. PROVIDE CONTROL OF ADDITIONAL AUXILIARY SERVICES AS FOLLOWS: INSTALLATION. 2. INSPECT FOR DEFECTS AND PHYSICAL DAMAGE, NRTL LABELING, AND NAMEPLATE 1.1 GENERAL: 1. MAGNETIC DOOR RELEASE. G. TIGHTEN ELECTRICAL CONNECTORS AND TERMINALS, INCLUDING GROUNDING COMPLIANCE WITH CURRENT SINGLE LINE DIAGRAM. C. EMBOSSED TAPE OR SELF - STICKING ADHESIVE BACKED NAMEPLATES WILL NOT BE CONNECTIONS, IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED A. THE COMPLETE INSTALLATION SHALL CONFORM TO THE APPLICABLE SECTIONS OF Q. DUCT SMOKE DETECTORS SHALL BE NON - POLARIZED 24VDC TYPE WHICH OBTAINS ITS PERMITTED FOR ANY APPLICATION. TORQUEDTIGHTENING VALUES. WHERE MANUFACTURER'S TORQUE VALUES ARE NOT 3. EXERCISE AND PERFORM OPERATIONAL TESTS OF ALL MECHANICAL COMPONENTS NFPA -72, LOCAL CODE REQUIREMENTS AND THE NATIONAL ELECTRICAL CODE. ALL OPERATING POWER FROM THE SUPERVISORY CURRENT OF THE ADDRESSABLE LOOP. INDICATED, USE THOSE SPECIFIED IN UL 486A AND UL 486B. AND OTHER OPERABLE DEVICES IN ACCORDANCE WiTH MANUFACTURER'S CONTROL EQUIPMENT MUST HAVE TRANSIENT PROTECTION TO COMPLY WITH UL 864 THE DETECTOR HEAD SHALL BE THE SAME AS THE ADDRESSABLE PHOTOELECTRIC 12 WIRE MARKERS: H. UPON COMPLETING INSTALLATION OF THE SYSTEM, MAKE INSULATION RESISTANCE INSTRUCTION MANUAL. REQUIREMENTS OR STANDARD #497B AS APPLICABLE. COMPLY WITH PROVISIONS OF UL DETECTOR HEADS USED IN THE REST OF THE SYSTEM. PROVIDE DUCT DETECTORS TESTS OF PANELBOARD BUSES, COMPONENTS, AND CONNECTING SUPPLY, FEEDER, AND SAFETY STANDARDS PERTAINING TO FIRE ALARM SYSTEMS, PROVIDE PRODUCTS AND COMPATIBLE WITH THE AIR VELOCITIES WITHIN THE DUCT TO BE INSTALLED (I.E. LOW A. DESCRIPTION: PROVIDE COLORED ADHESIVE MARKING TAPE FOR BANDING WIRES AND CONTROL CIRCUITS. MAKE CONTINUITY TESTS OF CIRCUITS_ INSULATION RESISTANCE 4. VERIFY INSTALLATION OF PROPER FUSE TYPES AND RATINGS IN FUSIBLE OCPD'S COMPONENTS WHICH ARE UL AND LABELED WHICH COMPLY WITH UL 1971, AND VELOCITY DUCTS, PROVIDE AN IN -DUCT STYLE DETECTOR). THE DUCT DETECTOR CABLES. LESS THAN 100 MEGOHMS IS NOT ACCEPTABLE. TO MATCH EQUIPMENT PROTECTED. ARE COMPATIBLE WITH THE EXISTING SYSTEM. PROVIDE FIRE ALARM COMPONENTS AND HOUSING SHALL CONTAIN THE ADDRESSABLE ELECTRONICS NECESSARY TO 1. INSPECT FOR DEFECTS AND PHYSICAL DAMAGE, LABELING, AND NAMEPLATE ACCESSORIES WHICH ARE FMCAPPROVED, THE FIRE ALARM SYSTEM AND DEVICES COMMUNICATE WITH THE CONTROL PANEL. EACH DUCT DETECTOR SHALL BE PROVIDED B. IDENTIFY JUNCTION, PULL AND CONNECTION BOXES: IDENTIFICATION OF SYSTEMS AND COMPLIANCE WITH REQUIREMENTS OF UP JTOUDATE DRAWINGS AND PANELBOARD 5. PERFORM THE FOLLOWING TESTS IN ACCORDANCE WITH MANUFACTURER'S SHALL COMPLY WITH ADA 1990 REQUIREMENTS. WITH A REMOTE ALARM LED INDICATOR AND A KEY TEST SWITCH. INTERLOCK EACH FAN CIRCUITS SHALL INDICATE SYSTEM VOLTAGE AND IDENTIFY OF CONTAINED CIRCUITS ON SCHEDULES. INSTRUCTIONS: B. PROVIDE SYSTEM COMPONENT DEVICES COMPATIBLE WITH THE EXISTING SYSTEM. WITH ITS ASSOCIATED DUCT DETECTOR. PROVIDE ACCESS DOOR(S) FOR IN -DUCT STYLE OUTSIDE OF BOX COVER. COLOR CODE SHALL BE SAME AS CONDUITS FOR PRESSURE A. INSULATION RESISTANCE TEST OF MOLDEDUCASE CIRCUIT BREAKERS, C. MANUFACTURER'S QUALIFICATIONS: FIRMS REGULARLY ENGAGED IN MANUFACTURE OF DUCT DETECTORS. INTERLOCK DUCT DETECTOR TO ASSOCIATED SMOKE DAMPER SENSITIVE LABELS. USE SELF ADHESIVE MARKING TAPE LABELS AT EXPOSED J. VERIFY THAT PROPER GROUNDING BUSHINGS /BONDING/ AND PANEL ENCLOSURE 600LAMPERE FRAME SIZE AND OVER AT 1000 DEGREE V D.C. FOR ONE MINUTE FIRE ALARM SYSTEMS OF TYPES, SIZES, AND ELECTRICAL CHARACTERISTICS REQUIRED, WHERE INDICATED. LOCATIONS AND INDELIBLE BLACK MARKER AT CONCEALED BOXES. ALL FIRE ALARM BONDING IS COMPLETE. CHECK TIGHTNESS OF ALL BOLTED ELECTRICAL CONNECTIONS FROM POLE TO POLE AND FROM EACH POLE TO GROUND WITH BREAKER AND WHOSE PRODUCTS HAVE BEEN iN SATISFACTORY USE IN SIMILAR SERVICE FOR NOT BOXES SHALL HAVE COVERS PAINTED RED. ALL TEMPERATURE CONTROL BOXES SHALL WITH CALIBRATED TORQUE WRENCH. REFER TO MANUFACTURER'S INSTRUCTIONS FOR CLOSED AND ACROSS OPEN CONTACTS OF EACH PHASE. INSULATION LESS THAN 5 YEARS. 1.4 INSTALLATION: HAVE COVERS PAINTED BLUE. PROPER TORQUE VALUES. RESISTANCE LESS THAN 100 MEGOHMS IS NOT ACCEPTABLE D. INSTALLER'S QUALIFICATIONS: FiRM WITH AT LEAST 5 YEARS OF SUCCESSFUL A. CONNECT ADDITIONAL DEVICES TO EXISTING FiRE ALARM CONTROL PANEL MODIFY AND B. MAKE INSULATION RESISTANCE TESTS OF OCPD BUSES, COMPONENTS, AND INSTALLATION EXPERIENCE ON PROJECTS WITH FIRE ALARM SYSTEMS WORK SIMILAR TO UPGRADE PANEL AS REQUIRED FOR THE ADDITIONAL FEATURES OR EQUIPMENT. C. PROVIDE TAPE LABELS FOR IDENTIFICATION OF INDIVIDUAL RECEPTACLE AND LIGHT 1. UPON SATISFACTORY COMPLETION OF TESTS AND RELATED EFFORT, APPLY A CONNECTING SUPPLY, FEEDER, AND CONTROL CIRCUITS. THAT REQUIRED FOR THIS PROJECT. EXTEND OR MODIFY EXISTING COMMUNICATIONS NETWORK AS REQUIRED FOR THE SWITCH WALL PLATES. LOCATE TAPE ON FRONT OF PLATE AND IDENTIFY BRANCH LABEL TO TESTED COMPONENTS INDICATING RESULTS OF TESTS AND INSPECTIONS, C. MAKE CONTINUITY TESTS OF CIRCUITS. 1. FIRM SHALL HAVE MANUFACTURER'S FACTORY TRAINED PERSONNEL WITH ADDITIONAL EQUIPMENT. CIRCUIT SERVING THE RECEPTACLE. PROVIDE TAPE LABELS FOR IDENTIFICATION OF RESPONSIBLE ORGANIZATION AND PERSON, AND DATE. PROVIDE WRITTEN D. VERIFY RELAY OPERATION BY INTRODUCTION OF ACCURATELY METERED FACTORY AUTHORIZED SERVICE ORGANIZATION AND SPARE PARTS STOCK WITHIN B. INSTALL ALL WIRING IN RACEWAYS. INSTALL WIRING CONCEALED WHERE POSSIBLE AND INDIVIDUAL SWITCHES OR THERMAL OVERLOAD SWITCHES WHICH SERVE AS EQUIPMENT REPORTS OF TESTS AND OBSERVATIONS. REPORT DEFECTIVE MATERIALS, CURRENTS INTO OVERCURRENT /GROUND FAULT/ AND OTHER CIRCUITRY AT 50 MILES OF THE PROJECT AND WITH A 24 HOUR RESPONSE TIME. IN EXPOSED IVORY COLORED SURFACE METAL RACEWAY ONLY WHERE SPECIFICALLY DISCONNECTS. LOCATE THE TAPE ON THE FRONT OF THE COVER PLATE AND IDENTIFY WORKMANSHIP AND UNSATISFACTORY TEST RESULTS. INCLUDE RECORDS OF VALUES WHICH WILL ENABLE ACCURATE DETERMINATION OF THE TRIPPING OR E. DEVICES WILL BE LOCATED AS SHOWN ON THE DRAWINGS. THE LOCATION OF NOTED AS ALLOWED ON WALL OR CEILINGS. INSTALL WIRES AND CABLES WITHOUT THE BRANCH CIRCUIT SERVING THE EQUIPMENT. REPAIRS AND ADJUSTMENTS MADE. ACTIVATION VALUES. ADDRESSABLE DEVICES WILL BE SELECTED TO OPTIMIZE THE SYSTEM LAYOUT IN ORDER SPLICES. MAKE CONNECTIONS AT TERMINAL STRIPS IN CABINETS OR AT EQUIPMENT 1. MAKE ADJUSTMENTS FOR FINAL SETTINGS OF ADJUSTABLECTRIP DEVICES. TO PROVIDE THE LEVEL OF PROTECTION, ZONE IDENTIFICATION AND CONTROL AS TERMINALS. MAKE SOLDERED SPLICES IN ELECTRONIC CIRCUITS IN CONTROL CABINETS. D. MATCH IDENTIFICATION MARKINGS WITH DESIGNATIONS USED IN PANELBOARDS SHOP K. GROUND FAULT PROTECTION: INSTALL PANELBOARD GROUND FAULT CIRCUIT J. ACTIVATE AUXILIARY PROTECTIVE DEVICES SUCH AS GROUND FAULT OR SHOWN ON THE DRAWINGS. C. PROTECT ALL NOTIFICATION (NAC) CIRCUITS NECESSARY FOR THE OPERATION OF DRAWINGS, CONTRACT DOCUMENTS AND SIMILAR PREVIOUSLY ESTABLISHED INTERRUPTER DEVICES IN ACCORDANCE WITH INSTALLATION GUIDELINES OF NEMA 289, UNDERVOLTAGE RELAYS, TO VERIFY OPERATION OF SHUNTF TRiP DEVICES. I NOTIFICATION DEVICES BY A 2 -HOUR RATED CABLE SYSTEM OR A 2 -HOUR RATED IDENTIFICATION SCHEMES FOR THE FACILITY'S ELECTRICAL INSTALLATIONS. "APPLICATION GUIDE FOR GROUND FAULT CIRCUIT INTERRUPTERS." K. RETEST: CORRECT DEFICIENCIES IDENTIFIED BY TESTS AND OBSERVATIONS AND F. THE EXISTING SYSTEM SHALL REMAIN IN OPERATION WHILE THE NEW DEVICES ARE ENCLOSURE UNTIL THEY ENTER THE SIGNALING ZONE THAT THEY SERVE. L. BALANCE LOAD ON EACH PHASE OF THE PANELBOARD TO (10 %. RECiRCUIT LOADS, PROVIDE RETESTING OF OCPDS BY TESTING ORGANIZATION. VERIFY BY THE SYSTEM BEING INSTALLED, TESTED, AND ACCEPTED. PRIOR TO STARTING WORK, ESTABLISH D. INSTALL FIRE ALARM SYSTEM COMPONENTS AS INDICATED, IN ACCORDANCE WITH E. DEVICE PLATES: WHERE MORE THAN TWO WALL SWITCHES OR WALL DIMMERS ARE MODIFY PANEL SCHEDULE AND LABELING AS REQUIRED. TESTS THAT SPECIFIED REQUIREMENTS ARE MET. THAT THE EXISTING SYSTEM IS IN PROPER WORKING ORDER. IF CONDITION EXISTS EQUIPMENT MANUFACTURER'S WRITTEN INSTRUCTIONS AND COMPLYING WITH INSTALLED IN GANGED OUTLET ASSEMBLIES: 1/8 INCH; IDENTIFY TYPE OF LIGHTING END OF SECTION L UPON COMPLETION OF INSTALLATION, INSPECT OCPD'S. REMOVE PAINT SPLATTERS AND WHICH PREVENTS NORMAL OPERATION OF SPECIFIED ADDITIONS AND EXTENSIONS, APPLICABLE PORTIONS OF NEC AND NECA'S "STANDARD OF INSTALLATION." CONTROLLED. USE KROY OR BROTHER TYPE LABELS ON THE EXTERIOR OF EACH WALL OTHER SPOTS, DIRT, AND DEBRIS. TOUCH UP SCRATCHES AND MARS OF FINISH TO BRING THIS FACT TO ARCH[TECTiENGINEER'S ATTENTION PRIOR TO DOING WORK E. MAKE CONNECTIONS TO PANEL UNDER MANUFACTURER'S SUPERVISION. COMPLETE PLATE TO IDENTIFY THE CIRCUIT SERVING THE DEVICE. SECTION 16475 MATCH ORIGINAL FINISH. AFFECTING EXISTING SYSTEM. WHERE WORK IS DONE WITHOUT SUCH NOTIFICATION, iT CONNECTIONS FROM THIS CABINET TO PANEL UTILIZING MANUFACTURER'S OVERCURRENT PROTECTIVE DEVICES END OF SECTION IS ASSUMED THAT CONNECTIONS HAVE BEEN MADE TO A WORKING SYSTEM, AND TECHNICIANS. 1.3 NAMEPLATES: 1.1 GENERAL: PERFORMANCE REQUIREMENTS AND GUARANTEE WILL APPLY TO ENTIRE SYSTEM. F. PRIOR TO FINAL ACCEPTANCE OF SYSTEM, MANUFACTURER SHALL, IN PRESENCE OF SECTION 16515 CONTRACTOR, OWNER'S REPRESENTATIVE, AND ARCHITECT'S /ENGINEER'S A, PROVIDE NAMEPLATES OF MINIMUM LETTER HEIGHT LISTED BELOW. A. THIS SECTION INCLUDES OVERCURRENT PROTECTIVE DEVICES (OCPD'S) RATED 600 V 1.2 SUBMITTALS: REPRESENTATIVE, TEST EACH ADDITIONAL SENSING OR DETECTION AND ALARM DEVICE AND BELOW AND SWITCHING DEVICES COMMONLY USED WITH THEM IN PANELBOARDS LIGHTING A. SHOP DRAWINGS: PROVIDE SHOP DRAWINGS SHOWING COMPLETE LIST OF SYSTEM INCLUDING DEVICES AND EQUIPMENT INTERLOCKS SUCH AS EQUIPMENT SHUTDOWN 1. PANELBOARDS: 114 INCH; IDENTIFY EQUIPMENT DESIGNATION. 118 INCH; IDENTIFY AND SWITCHBOARDS. COMPONENTS, LOCATIONS AND PARTIAL SCHEMATIC OF SYSTEM WIRING. THiS AND SMOKE DAMPERS. SCHEDULE TEST WITH ARCHITECTIENGiNEER. VOLTAGE RATING AND SOURCE. INSCRIPTIONS SHALL INDICATE THE PANEL NAME, B. EACH TYPE OF OCPD SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER TO MATCH 1.1 GENERAL: INFORMATION SHALL BE SUBMITTED ON 118" = T -0 " SCALE BUILDING FLOOR PLANS. NO 1. THE COMPLETED FIRE ALARM SYSTEM SHALL BE FULLY TESTED IN ACCORDANCE VOLTAGE, PHASE, WIRE, FEEDER SIZE AND FEEDER SOURCE. THE PANELBOARD OR SWITCHBOARD MANUFACTURER. WHERE OCPD'S ARE TO BE OTHER SYSTEMS SHALL BE INCLUDED ON THESE PLANS. REPRODUCTION OF CONTRACT WITH NFPA -72 BY THE CONTRACTOR iN THE PRESENCE OF THE OWNER'S INSTALLED IN EXISTING PANELBOARDS, SWITCHBOARDS THEY SHALL BE OF THE SAME A. EXTENT, LOCATION, AND DETAILS OF LIGHTING WORK ARE INDICATED ON DRAWINGS AND DRAWING WILL NOT BE ACCEPTABLE. THE FOLLOWING INFORMATION SHALL BE REPRESENTATIVE AND THE LOCAL FIRE MARSHAL. THE CONTRACTOR SHALL 2. INDIVIDUAL CIRCUIT BREAKERS, SWITCHES IN PANELBOARDS: 1/8 INCH: IDENTIFY MANUFACTURE AND TYPE AS THOSE EXISTING IN THE EQUIPMENT. IF THIS IS NOT IN SCHEDULES. INCLUDED IN THE SHOP DRAWINGS: COORDINATE THE TESTING OF EACH FIRE ALARM DETECTOR ADDED OR CIRCUIT AND LOAD SERVED, INCLUDING LOCATION. POSSIBLE, PROVIDE DEVICES WHICH ARE COMPATIBLE WITH THE EXISTING EQUIPMENT 1. OCCUPANCY GROUP AND USE. RELOCATED UNDER THIS PROJECT WITH THE FIRE DEPARTMENT AND FORWARD A AND WHEN INSTALLED WILL NOT VOID THE U.L. LABEL OR REDUCE THE SHORT CIRCUIT 1.2 MATERIALS: 2. NUMBER OF STORIES. COMPLETED CHECKLIST SHOWING EACH DETECTOR OPERATED PROPERLY AND 3. INDIVIDUAL CIRCUIT BREAKERS, ENCLOSED SWITCHES: 1/8 INCH; IDENTIFY LOAD RATING OF THE EQUIPMENT. 3. INDICATE EXTENT OF BUILDING SPRINKLER SYSTEM. THAT PROPER INDICATION OF DETECTOR OPERATION OCCURRED AT ALL CONTROL SERVED. C. PROVIDE OCPDS IN INDICATED TYPES, AS INTEGRAL COMPONENTS OF PANELBOARDS A. LUMINAIRE MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, 4. INDICATE ADDITION TOIMODIFICATIONS OF EXISTING SYSTEM. PANELS, ANNUNCIATOR PANELS, REMOTE INDICATORS, REMOTE TEST SWITCHES, AND OTHER RELATED EQUIPMENT; AND ALSO AS INDIVIDUALLY ENCLOSED AND MOUNTED PROVIDE LUMINAIRES AS LISTED iN THE LUMINAIRE SCHEDULE OR ELSEWHERE ON THE 5. ONE -LINE DIAGRAM SHOWING /INDICATING NUMBER OF DEVICES AND APPLIANCES ETC. IN ADDITION, PROPER INTERLOCKS, DOOR RELEASE, ETC. SHALL BE END OF SECTION SINGLE UNITS. DRAWINGS OR SPECIFICATION. PER ZONE/CIRCUIT. DOCUMENTED WITH SPECIFIC EQUIPMENT AFFECTED LISTED BY IDENTIFIER. UPON 1.2 MATERIALS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY 6. WIRE SIZES, COLOR CODING, TYPE(S) AND VOLTAGE DROP CALCULATIONS. COMPLETION OF A SUCCESSFUL TEST, THE CONTRACTOR SHALL SO CERTIFY iN SECTION 16452 THE FOLLOWING MANUFACTURER: B. LAMP MANUFACTURERS: T INDICATE ANNUNCIATION METHOD AND INCLUDE GRAPHIC ZONE MAP. WRITING TO THE OWNER AND GENERAL CONTRACTOR. SUBMIT COPY OF TEST 1. CARTRIDGE FUSES: BUSSMANN (DIV., COOPER INDUSTRIES, INC.), LITTELFUSE INC. 8. ADDITION TO OR MODIFICATION OF THE SYSTEM SHALL BE DISTINGUISHABLE FROM RESULTS IN DUPLICATE AFTER SIGNED BY OWNER'S REPRESENTATIVE TO GROUNDING AND BONDING 1. G E LIGHTING THE EXISTING AND BE IDENTICAL ON THE FLOOR PLANS AS WELL AS THE ONE -LINE ARCHITECT /ENGINEER, OWNER, AND LOCAL FIRE PROTECTION AUTHORITY. MOUNT 2. FUSIBLE SWITCHES AND CIRCUIT BREAKERS: SQUARE D CO., GENERAL ELECTRIC 2. OSRAM SYLVANIA DIAGRAM(S). COPY OF INSPECTION RECORD IN LEXAN ENCLOSED FRAME ASSEMBLY ON 1.1 GENERAL: CO., SIEMENS ENERGY & AUTOMATION, INC., CUTLER - HAMMER, INC. 3. PHILIPS LIGHTING COMPANY 9. INCLUDE WIRING DIAGRAMS FOR ALL FiRE ALARM JUNCTION BOXES (NEW AND CONTROL PANEL. C. LAMPS. EXISTING) IMPACTED BY THIS PROJECT. INCLUDE WIRING NUMBERS ON ALL 1.5 OPERATION: A. THIS SECTION INCLUDES SOLID GROUNDING OF ELECTRICAL SYSTEMS AND EQUIPMENT. 3. PROVIDE 100 PERCENT RATED EQUIPMENT AND FEEDER BREAKERS UNLESS CONNECTIONS. A. THE SYSTEM ALARM OPERATION SUBSEQUENT TO THE ALARM ACTIVATION OF ANY IT INCLUDES BASK REQUIREMENTS FOR GROUNDING FOR PROTECTION OF LIFE, OTHERWISE NOTED. PROVIDE STANDARD 80 PERCENT RATED BRANCH CIRCUIT 1 FLUORESCENT: PROVIDE FLUORESCENT LAMP TYPES AS SPECIFIED IN THE 10. PROPOSED CONDUIT ROUTING, SPECIFICALLY IF EXPOSED CONDUIT OR WIREMOLD MANUAL STATION, AUTOMATIC DETECTION DEVICE, OR SPRINKLER FLOW SWITCH SHALL EQUIPMENT CIRCUITS AND SYSTEMS. GROUNDING REQUIREMENTS SPECIFIED IN THIS BREAKERS UNLESS OTHERWISE NOTED. . LUMINAIRE SCHEDULE AND TYPES COMPATIBLE WiTH LUMINAIRES. LAMPS SHALL IS BEING PROPOSED. ALL CONDUIT ROUTING MUST BE SUBMITTED TO, AND BE UNCHANGED FROM THE EXISTING SYSTEM OPERATION. SECTION MAY BE SUPPLEMENTED IN OTHER SECTIONS OF THESE SPECIFICATIONS. BELOW MERCURY TYPE. PROVIDE COLOR TEMPERATURE TO MATCH EXISTING ACCEPTED BY, THE ARCHITECT /ENGINEER. END OF SECTION B. FOR ALL ALTERATIONS OR EXTENSIONS OF EXISTING SYSTEMS REQUIRED UNDER THIS 4. ALL OVERCURRENT DEVICES SHALL BE INDIVIDUALLY RATED FOR THE AVAILABLE FAULT CURRENT UNLESS OTHERWISE NOTED. SERIES RATINGS OF EQUIPMENT LAMPS IN SURGICAL SUITES. 11. CONNECTION DETAILS FOR NEW AND EXISTING DEVICES /EQUIPMENT. PROJECT, PERFORM ALL WORK REQUIRED TO ESTABLISH AND MAINTAIN CONTINUITY OF WILL ONLY BE ALLOWED WHERE SPECIFICALLY IDENTIFIED. 12. PROVIDE UPDATED ROOM NAMES AND NUMBERS THAT MATCH THE NAMES AND NEUTRAL AND EQUIPMENT GROUNDING SYSTEMS IN CONFORMITY WITH NFPA 70 AND 2. INCANDESCENT: PROVIDE INCANDESCENT LAMP TYPES AS SPECIFIED IN THE NUMBERS AS LABELED AT THE BUILDING. ROOM NAMES AND NUMBERS SHOWN ON APPLICABLE SPECIFIC REQUIREMENTS. 5. CARTRIDGE FUSES: LUMINAIRE SCHEDULE AND TYPES COMPATIBLE WITH LUMINAIRES. PROVIDE THE CONTRACT DOCUMENTS ARE NOT NECESSARILY THOSE THAT ARE CURRENTLY FROSTED LAMPS UNLESS OTHERWISE NOTED. BEING USED IN THE BUILDING. THE FIRE ALARM MANUFACTURER SHALL 1.2 MATERIALS: A. PROVIDE NEMA STANDARD FU1, "LOWDVOLTAGE CARTRIDGE FUSES," UNLESS COORDINATE WITH THE CONTRACTOR AND OWNER ON EXISTING AND NEW WORK INDICATED OTHERWISE, PROVIDE NONRENEWABLE CARTRIDGE FUSES OF D. FLUORESCENT BALLAST MANUFACTURERS: AND SURVEY THE SITE ON EXISTING WORK TO IDENTIFY THE PROPER NAMES AND A. GENERAL: UL LISTED AND LABELED AS GROUNDING CONNECTORS FOR THE MATERIALS INDICATED TYPES, CLASSES, AND CURRENT RATINGS THAT HAVE VOLTAGE 1. OSRAM SYLVANIA NUMBERS. USED. RATINGS CONSISTENT WITH THE CIRCUITS ON WHICH USED. ALL FUSES 600 2• ADVANCE B. SUBMIT SEQUENCE OF OPERATION AND VERIFICATION OF SYSTEM OPERATION BY 1. PRESSURE CONNECTORS: HIGHS COND UCTIVITY�PIATED UNITS. UCTIVI AMPERES AND BE LOW SHALL BE TRUE DUAL-ELEMENT TIME-DELAY FUSES WITH SEPARATE LOW -LOADED THERMAL OVERLOAD ELEMENTS IN ALL T AL 3. ALL OTHER MANUFACTURERS SHALL REQUEST PRIOR APPROVAL AND SUPPLY TEST MANUFACTURER OR HIS AUTHORIZED REPRESENTATIVE. SUBMIT BACK -UP BATTERY 2. BOLTED CLAMPS: HEAVY-DUTY UNITS FOR THE APPLICATION. AMPERE RATINGS. ALL AMPERE RATINGS SHALL BE DESIGNED E DESIGNED OP EN AT DATA FROM AN INDEPENDENT TESTING LABORATORY AND COMPARISON REPORT CALCULATIONS. ALL SHOP DRAWINGS, BATTERY AND VOLTAGE DROP CALCULATIONS TO SUBSTANTIATE COMPLIANCE WITH SPECIFICATIONS AND SPECIFIED EQUIPMENT. SHALL BE SUBMITTED TO THE AUTHORITY HAVING JURISDICTION FOR REVIEW AFTER B. GROUNDING ELECTRODE CONDUCTOR: STRANDED COPPER SIZE TO MEET NFPA 70 400 DEGREES F OR LESS WHEN SUBJECTED TO A OVEN TEST. REVIEW BY THE ARCHITECT /ENGINEER. REQUIREMENTS. B. ALL FUSES SHALL BE UNDERWRITERS LABORATORIES LISTED, E. INTERIOR FLUORESCENT BALLASTS: C. SUBMIT GRAPHIC ANNUNCIATOR AND /OR MAP LAYOUTS FOR REVIEW BY THE C. EQUIPMENT GROUNDING CONDUCTOR: GREEN INSULATED STRANDED COPPER. CURRENT-LIMITING FUSES WITH 200,000 AMPERE INTERRUPTING RATING AND 1. PROVIDE HIGH FREQUENCY PROGRAMMED RAPID START ELECTRONIC BALLASTS 1.3 ARCHITECT /ENGINEER PRIOR TO FABRICATION. MATERIALS: SHALL BE SO LABELED. FUSES USED FOR SUPPLEMENTARY PROTECTION FOR ALL FLUORESCENT LAMPS WITH VOLTAGE AS INDICATED ON THE PLANS AND A. EXISTING SYSTEM IS SIMPLEX 4100. 1.3 INSTALLATION: (OTHER THAN BRANCH CIRCUIT PROTECTION) SHALL BE AS SPECIFIED ABOVE LUMINAIRE SCHEDULE. THE BALLAST SHALL DELIVER NORMAL LAMP LIFE AND MUST B. MANUFACTURERS: PROVIDE MATERIALS THAT MATE AND MATCH WITH EXISTING SYSTEM OR SHALL BE U.L. APPROVED OR COMPONENT RECOGNIZED FOR SUCH BE INTERCHANGEABLE WITH ELECTROMAGNETIC BALLASTS. THE LIGHT OUTPUT COMPONENTS. SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE FIRE ALARM A. ALL SYSTEMS SHALL BE GROUNDED IN ACCORDANCE WITH THE NEC. PURPOSES. ALL FUSES PROVIDED SHALL BE FURNISHED BY THE SAME SHALL NOT VARY IN RESPONSE TO AN INPUT VOLTAGE VARIANCE OF LESS THAN SYSTEM COMPONENTS MANUFACTURED BY THE SAME MANUFACTURER OF THE EXISTING MANUFACTURER. SHOULD EQUIPMENT PROVIDED REQUIRE A DIFFERENT U.L. 10% RATED VOLTAGE, DRIVE OUTPUT SHALL BE GREATER THAN 42 KHZ WITH LAMP SYSTEM. B, GENERAL: MAKE CONNECTIONS IN SUCH A MANNER AS TO MINIMIZE POSSIBILITY OF CLASS OR SIZE OF FUSE, THE ENGINEER SHALL BE FURNISHED SUFFICIENT FLICKER LESS THAN 2 %. 1. ADD MANUFACTURER OF EXISTING SYSTEM /MODEL (TYPE /ETC. GALVANIC ACTION OR ELECTROLYSIS. SELECT CONNECTORS, CONNECTION HARDWARE, DATA TO ASCERTAIN THAT SYSTEM FUNCTION WILL NOT BE ADVERSELY 2. GRAPHIC MAPS AND ANNUNCIATORS - H.R. KIRKLAND, CO. COND AND CONNECTION METHODS SO METALS IN DIRECT CONTACT WILL BE AFFECTED. 2. TOTAL HARMONIC DISTORTION SHALL BE LESS THAN 10% WITH THE NUMBER OF 3. FIRE ALARM CABLE GALVANICALLY COMPATIBLE. LA MPS AS IDENTIFIED PER LUMINAIRE TYPE OR AS INDICATED IN THE LUMINAIRE A. WEST PENN 1. USE ELECTROPLATED OR HOTDTtN ®COATED MATERIALS TO ASSURE HIGH 6. INDIVIDUALLY ENCLOSED SWITCHES: SCHEDULE. CREST FACTOR OF LESS THAN 1.5 AND SHALL HAVE TRANSIENT B. BELDEN CONDUCTIVITY AND MAKE CONTACT POINTS CLOSER IN ORDER OF GALVANIC A. GENERAL: UL 98 "ENCLOSED AND DEAD FRONT SWITCHES" AND NEMA KS 1 PROTECTION WHICH MEETS IEEE 587, CATEGORY A (ANSI C62.41) REQUIREMENTS. C. ANNiXTER SERIES. POWER FACTOR OF 0.98 OR HIGHER, AND SHALL HAVE A BALLAST EFFICIENCY OF 2. MAKE CONNECTIONS WiTH CLEAN BARE METAL AT POINTS OF CONTACT. "ENCLOSED SWITCHES," QUICKDMAKE, QUiCKDBREAK HEAVYDDUTY UNITS. 90% OR HIGHER. UL LISTED CLASS P AND SHALL HAVE A SOUND RATING BETTER C. PROVIDE COMPLETE FIRE ALARM PRODUCTS OF TYPES, SIZES AND CAPACITIES 3. COAT AND SEAL CONNECTIONS INVOLVING DISSIMILAR METALS WITH INERT NEMA TYPE 1 ENCLOSURE EXCEPT AS OTHERWISE INDICATED OR REQUIRED THAN A. THE BALLAST ELECTROMAGNETIC INTERFERENCE AND RADIO FREQUENCY INDICATED, WHICH COMPLY WITH MANUFACTURER'S STANDARD DESIGN, MATERIALS, MATERIAL SUCH AS RED LEAD PAINT TO PREVENT FUTURE PENETRATION OF Td SUIT ENVIRONMENT WHERE LOCATED. INTERFERENCE SHALL COMPLY WITH FCC CFR 4, PART 18 REQUIREMENTS FOR COMPONENTS; CONSTRUCT IN ACCORDANCE WITH PUBLISHED PRODUCT INFORMATION, MOISTURE TO CONTACT SURFACES. B. RATING: LOAD�BREAKtNG CAPACITY IN EXCESS OF THE NORMAL BOTH CONDUCTED AND RADIATED EMI /RFI. MINIMUM LAMP STARTING AND AS REQUIRED FOR COMPLETE INSTALLATION. TEMPERATURE OF 0 DEGREES F. PROVIDE BALLAST WITH COLOR CODED INTEGRAL D. WIRING SYSTEM MATERIALS: WiRE INSULATION SHALL COMPLY WITH NEC ARTICLE 760. C. CONNECTIONS TO GROUND BUS BARS SHALL BE MADE USING TWO -HOLE COMPRESSION HORSEPOWER RATING FOR THE SWITCH . LEADS PER ANSI C82.11 PROVIDE INDIVIDUAL SOLID COPPER CONDUCTOR SIZES AWG #14, OR LARGER. PROVIDE TYPE CONNECTORS BOLTED TO THE BAR. C. WITHSTAND CAPABILITY: iN EXCESS OF THE AVAILABLE. 1.3 INSTALLATION: MULTICONDUCTOR CABLES FOR WIRE SIZES SMALLER THAN AWG #16. PROVIDE CONDUCTORS WHICH ARE UL LISTED FOR THE INSTALLATION AND LOCATION, AND D. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATHS D. OPERATION: BY MEANS OF EXTERNAL HANDLE. A. INSTALL LIGHTING AT LOCATIONS AND HEIGHTS AS INDICATED, IN ACCORDANCE WITH APPROVED FOR FIRE ALARM USAGE. WHERE A BUILDING HAS AN ESTABLISHED WIRE POSSIBLE WITHOUT OBSTRUCTING ACCESS OR PLACING CONDUCTORS WHERE THEY COLOR CODING SYSTEM, THAT COLOR SYSTEM SHALL BE UTILIZED. WHERE ONE IS NOT MAY BE SUBJECTED TO STRAIN, IMPACT, OR DAMAGE. E. INTERLOCK: PREVENTS ACCESS TO SWITCH INTERIOR EXCEPT WHEN IN "OFF" MANUFACTURER'S WRITTEN INSTRUCTIONS, APPLICABLE REQUIREMENTS OF NEC, NECA'S "STANDARD OF INSTALLATION ", NEMA STANDARDS, AND WiTH RECOGNIZED ESTABLISHED, THE INITIATING CIRCUITS SHALL BE COLOR CODED RED FOR POSITIVE, POSITION. INDUSTRY PRACTICES fid ENSURE THAT LIGHTING FULFILLS REQUIREMENTS BLACK FOR NEGATIVE AND; INDICATING CIRCUITS SHALL BE COLOR CODED YELLOW FOR E. WHERE METALLIC RACEWAYS CARRYING GROUND CONDUCTORS TERMINATE AT . POSITIVE, BROWN FOR NEGATIVE. METALLIC HOUSINGS WITHOUT MECHANICAL AND ELECTRICAL CONNECTION TO THE F. CONTACTS SHALL BE NEMA RATED 75 DEGREES C. B. PROVIDE LUMINAIRES AND /OR OUTLET BOXES WITH HANGERS TO PROPERLY SUPPORT HOUSING, TERMINATE EACH CONDUIT WITH A GROUNDING BUSHING. CONNECT LUMINAIRE WEIGHT. SUBMIT DESIGN OF HANGERS, METHOD OF FASTENING, OTHER A. ALL CONDUCTORS SHALL BE NUMBERED AND THEIR NUMBERS SHALL GROUNDING BUSHINGS WITH A BARE GROUNDING CONDUCTOR TO THE GROUND BUS IN G. FUSE CLIPS: REJECTION TYPE. THAN INDICATED OR SPECIFIED HEREIN, FOR REVIEW BY ARCHITECT. CORRESPOND TO THE TERMINAL BLOCK NUMBERING THEY ARE CONNECTED THE HOUSING. BOND ELECTRICALLY NONCONTINUOUS CONDUITS AT BOTH ENTRANCES TO. PROVIDE CONDUCTOR WIRING AND TERMINAL BLOCK NUMBERING. AND EXITS WiTH GROUNDING BUSHINGS AND BARE GROUNDING CONDUCTORS. H. PROVIDE FUSES FOR SAFETY SWITCHES AND OTHER EQUIPMENT OF CLASSES, 1. LUMINAIRES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING TERMINATE EACH CONDUCTOR ON AN INDIVIDUAL GROUND LUG TERMINAL. TYPES, AND RATING NEEDED TO FULFILL ELECTRICAL REQUIREMENTS FOR SYSTEM. THE ATTACHMENT DEVICE SHALL HAVE A CAPACITY OF 100% OF THE E. POWER SUPPLIES: EXISTING SYSTEM OPERATES ON 120 VAC POWER SUPPLY. PROVIDE SERVICES INDICATED. LUMINAIRE WEIGHT ACTING IN ANY DIRECTION. ADDITIONAL POWER SUPPLIES AND OTHER EQUIPMENT NECESSARY TO ACCOMMODATE END OF SECTION NEW OR MODIFIED EXISTING DEVICES. 7. FUSE CLASSIFICATIONS: 2. LUMINAIRES WEIGHING LESS THAN 56 POUNDS SHALL HAVE, IN ADDITION TO THE 1. PROVIDE INCREASE OF BATTERY BACK -UP TO SYSTEM AS REQUIRED. DESIGN REQUIREMENTS ABOVE, TWO NO. 12 GAUGE HANGERS CONNECTED FROM THE BATTERY BACKCUP TO TAKE OVER SUPPLY TO SYSTEM WITHIN 30 SECONDS OF SECTION 16470 A. CLASS L FUSES: UL 198C, "HIGHCINTERRUPTING CAPACITY FUSES, LUMINAIRE HOUSING TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK LOSS OF PRIMARY SYSTEM TO 85 PERCENT VOLTAGE. PROVIDE BATTERY SYSTEM PANELBOARDS CURRENTULIMiTING TYPE." LUMINAIRES WEIGHING 56 POUNDS OR MORE SHALL BE SUPPORTED DIRECTLY CAPABLE OF OPERATION OF SYSTEM FOR 4124 /90UHOURS UNDER NORMAL 1.1 GENERAL: FROM THE STRUCTURE ABOVE BY FOUR NO. 12 GAUGE HANGERS CONNECTED CONDITIONS AND THEN FOR 5110/15 MINUTES UNDER ALARM CONDITIONS. B. CLASS RK1 AND RK5 DUAL ELEMENT TIME17DELAY FUSES: UL 198E, "CLASS R FROM THE LUMINAIRE HOUSING TO THE STRUCTURE ABOVE. F. ALL ADDRESSABLE SMOKE AND HEAT DETECTOR HEADS WILL PLUG INTO THEIR BASES, A. THiS SECTION INCLUDES LIGHTING AND POWER PANELBOARDS RATED 600 VOLTS OR FUSES." THE BASE WILL CONTAIN ELECTRONICS THAT COMMUNICATE THE DETECTOR STATUS LESS. C. FASTEN LUMINAIRES SECURELY TO STRUCTURAL SUPPORTS; AND ENSURE THAT (NORMAL, ALARM, TROUBLE) TO THE CONTROL PANEL OVER TWO WIRES. THE SAME TWO 1.2 MATERIALS: C. CLASS J LOW-PEAK DUAL ELEMENT FUSE: UL 198C PENDANT LUMINAIRES ARE PLUMB AND LEVEL. PENDANT HUNG LUMINAIRES SHALL BE WIRES SHALL ALSO PROVIDE POWER TO THE BASE AND DETECTOR. DETECTOR HEADS A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE WITH NO.9 GAUGE WIRE OR (SMOKE OR HEAT) SHALL BE INTERCHANGEABLE. UPON REMOVAL OF THE HEAD, A PRODUCTS BY THE FOLLOWING: 8. MOLDEDDCASE CIRCUIT BREAKERS: APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM TROUBLE SIGNAL WiLL BE TRANSMITTED TO THE CONTROL PANEL. 1. SQUARE D CO. FOR DIRECT SUPPORT. G. PHOTOELECTRIC TYPE DETECTORS SHALL BE OF THE SOLID STATE PHOTOELECTRIC 2. GENERAL ELECTRIC CO. A. GENERAL: UL 489, "MOLDED CASE CIRCUIT BREAKERS AND CIRCUIT BREAKER TYPE AND SHALL CONTAIN NO RADIOACTIVE MATERIAL. THEY WILL USE A PULSED 3. SIEMENS ENERGY & AUTOMATION, INC. ENCLOSURES," AND NEMA AB 1, "MOLDED CASE CIRCUIT BREAKERS." D. SUPPORT SURFACE MOUNTED LUMINAIRES GREATER THAN 2 FEET IN LENGTH AT LEAST INFRARED LED LIGHT SOURCE AND BE SEALED AGAINST REAR AIR FLOW ENTRY. 4. CUTLER - HAMMER, INC. ONE POINT IN ADDITION TO THE OUTLET BOX STUD. H. THERMAL DETECTOR HEAD: THERMAL DETECTOR HEADS MUST BE UL LISTED. THEY B. PANELBOARDS, GENERAL REQUIREMENTS: B. CONSTRUCTION: PROVIDE BOLTEIN TYPE, EXCEPT BREAKERS 225CAMPERE WILL BE A COMBINATION RATE -OF -RISE AND FIXED TEMPERATURE (135 DEGREES F) TYPE, FRAME SiZE AND LARGER WHICH MAY BE PLUGUIN TYPE IF HELD IN PLACE BY E. REPLACE DEFECTIVE AND BURNED OUT LAMPS AND DEFECTIVE BALLASTS FOR A PERIOD AUTOMATICALLY RESTORABLE UNLESS FIXED TEMPERATURE (190 DEGREES F.) TYPES 1. ENCLOSURES: PROVIDE CABINETS FOR FLUSH OR SURFACE MOUNTING AS POSITIVE LOCKING DEVICE REQUIRING MECHANICAL RELEASE FOR REMOVAL. OF ONE YEAR FOLLOWING THE DATE OF SUBSTANTIAL COMPLETION. ARE SPECIFICALLY REQUIRED. PROVIDE ADDRESSABLE MODULE FOR AUTOMATIC INDICATED, NEMA TYPE 1 SHEET STEEL ENCLOSURE, EXCEPT WHERE OTHER RESTORING DETECTORS THAT ARE NOT ADDRESSABLE REQUIREMENTS ARE INDICATED. PROVIDE BAKED GREY ENAMEL FINISH OVER A RUST INHIBITOR COATING. PROVIDE MINIMUM SHORT CIRCUIT CURRENT RATINGS AS INDICATED. PROVIDE UL NAMEPLATE. N N MENIN Mumma annow D . or M Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 0225 Main Street, Unit 0101 I Edwards, CO 81632 970.926.8960 REI STRUCTURAL P.O. BOX 8009 AVON, COLORADO 81620 970.748.0711 F.970.748.0722 CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET LAKEWOOD, CO 80401 303.232.6200 F.303.232.3701 TOV COMMENTS 10SEP10 1 Pl oject infor iatI011 tr RESEARCH INSTITUTE LA BORA T OR Y 17,,fAV 4 1 h 1 81 W Meado V C o l orado s • Sheet Sk Title: �� r � Ir n L L e i 0 Shut Number: �I�IIC? Cator, Ruma & Assoc. FILENAME: P: \VVMC \2010 -159 SPRI RESEARCH LAB \CAD \ELEC \P- ELS.DWG _ EO.03 PLOT. 09/08/2010 @ 4:13pm REV: 09/08/2010 CAD: JRG XREF: tb.dwg DPA Project: 10907.00.000 COPYRIGHT 2010. CANS PARTNERSHP, P.C. ATS #1 ATS #3 r � TO AUTOMATIC - TRANSFER SWITCHES #1,2,3 X -RAY RM, 2 AC NUCLEAR NUCLEAR MED. MED./ HUMIDIFIER AC - 2 AC -4 AHU -2 X -RAY RAF -2 �- i SPARE 40A 40A 30A 60A3P 60A3P 60A3P 60A3P 30A3 1 2 3 4 5 - - - - - "MCC" (SQUARED QMB - SAFELEX) 208V, 30, 3W 200A AMBULANCE BUILDING - FEEDERS 20OA3P /200A FUSES 10OA3P /100A FUSES 4 #250 MCM,1 #4G -3 "C ILY CROSS 500K A 277/48OV -36 SECONDARY PAD MOUNT XFMR SPARE EMPTY VN ®EMPTY Y � I i i 40.4G 150.2G _ J __ 90.4G 150.3 175.413 175.4 350.3 � T T 4 40A 100A SPARE 100FRN 100A SPARE 150A Tgn 5A 175A 300A I 60A3P j 100A3P 1 OA3P 100A3P 100A3P 1 100A3P ! 200A3P A3P 200A3P ` 400A3P T - 1 - 2 - - - - - - - 6 - - - 9 - - 13 - 13 "MDP 120/208V, 30, 4W 1000A ORIGINAL PULLBOX AREA OF WORK l�1'r AHU UNIT CONDENSING (ON ROOF) ELEC. PG- RF LIEBERT BL1A1 XFMR ROOM INTERCEPTOR CIRCUIT BREAKER NSS F 200A3P W /SHUNT 125FRS XFMR XFMR GROUND TO BUILDING STEEL AND COLD ® _ WATER PIPES HOLY CROSS METERING EXISTING HOLY CROSS -) ' ISCA= 43,100 PRIMARY SYSTEM T_.. ISCA = 40,937 - 6(4 #500 MCM,1 #1 /OG -4 "C.) WITH (2) SPARE 4 "C. SECOND FLOOR - - T FEEDER SCHEDULE KEY CQ DUCTORS "C 20.2G 2# 12 1# 12 G 314 40.2G 2# 8 1# 10 G 314 20.3 G 3# 12 1# 12 G 3/4 50.3G 3# 6 1# 10 G 1 60.3 G 3# 4 1# 10 G 1 70.3E 3# 4 1# 8 G 1 1/4 80.3G 3# 3 1# 8 GI 1 114 150.3 G 3# 110 1# 6 GI 1 1/2 50.4G 4# 6 1# 10 G 1 1/4 60.4 G 4# 4 1# 10 G 1 114 70.4G 4# 4 1# 8 G 1 1/4 80.46 4# 3 1# 8 G 1 1/4 100.4G 4# 1 1# 8 G 1 1/2 125.4 G 4# 1/0 1# 6 G 2 150.4 G 4# 1/0 1# 6 G 2 175.4 G 4# 2/0 1# 6 G 2 200.4 G 4# 310 1# 6 G 2 1/2 200.4GX 1 3 # 3/0, 1#400 N, J# 6 GI 2 1/2 400.4 G 2{ 4# 3/0 1# 3 GI 2 112 l 450.4 G 2{ 4# 410 1# 2 G 2 1/2 1 500.4 G 2{ 4# 250 1# 2 G 3 1 500.413 2{ 4# 250 1# 2 G 2 112 1 1200.4 G 4{ 4# 350 1# 310 G 3 1 113J 1GJ 1# 8 G 3/4 2 13 1# 6 G 1 314 3 13 1 1# 4 G1 3/4 4 G 1# 2 Gi 3f4 5 G 1# 110 G 314 6 G 1# 2t0 G 3f4 7 G 1# 3/0 G 3/4 MEC SEE MECH'L EQUIPMENT SCHEDULE XFMR SEE TRANSFORMER SCHEDULE 480- 120/208V- 30-4W 75KVA TRANSFORMER LOAD SUMMARY TGBL 1A" EXISTING PEAK DEMAND PER 30 DAY METERING 12.1 KVA NEC DEMAND FACTOR x 125% NEC CORRECTED PEAK DEMAND LOAD 15.1 KVA LOAD REMOVED TOTAL RECEPTACLES LOADS (3 @180VA) -0.54 KVA PANEL "PG -BLI AA" TOTAL RECEPTACLES LOADS -14.06 KVA PANEL "PG- BL1AB" TOTAL RECEPTACLES LOADS -7.00 KVA PANEL "PG- BL1A2" TOTAL RECEPTACLES LOADS -2.64 KVA PANEL "PG- BL1A3" TOTAL RECEPTACLES LOADS -4.64 KVA SUBTOTAL LOAD REMOVED -28.88 KVA NEW LOAD ADDED PANEL "PG- BL1AA" 15.23 KVA TOTAL RECEPTACLES LOADS PANEL "PG- BL1AB" LIGHTING 025 KVA RECEPTACLES 2.52 KVA GENERAL 4.96 KVA PANEL "PG- BL1A2 " TOTAL RECEPTACLE LOADS 5.61 KVA PANEL "PG- BL1A3" TOTAL RECEPTACLE LOADS 1.64 KVA SUBTOTAL LOAD ADDED 30.21 KVA TOTAL ADDITION IN LOAD 1.33 KVA 3.70 AMPS NEW TOTAL PANEL LOAD 16.46 KVA 45.73 AMPS LOAD SUMMARY THA" FEBRUARY 2010 EXISTING PEAK DEMAND PER 30 DAY METERING 170.1 KVA NEC DEMAND FACTOR x 125% NEC CORRECTED PEAK DEMAND LOAD 212.6 KVA LOAD REMOVED PANEL "PG- BH1A'" MECH EQUIP SF -1 -17.46 KVA MECH EQUIP RE -1 -9.15 KVA LIGHTING -10.38 KVA SUBTOTAL LOAD REMOVED -36.98 KVA NEW LOAD ADDED PANEL "PG -HB1A' LIGHTING LOADS 5.77 KVA MECH EQUIP AHU -11 33.26 KVA MECH EQUIP RF -11 6.32 KVA MECH EQUIP EF -11 9.15 KVA MECH EQUIP HRP -11 2.83 KVA OWNER EQUIP- MILL M -1 3.33 KVA OWNER EQUIP - LATHE L -1 3.33 KVA OWNER EQUIP- ROBOT ROB -1 12.47 KVA PANEL "PG -BLIN' 1.33 KVA SUBTOTAL LOAD ADDED 77.77 KVA TOTAL ADDITION IN LOAD 40.78 KVA 113.34 AMPS TOTAL BUILDING LOAD 25141 KVA 704.23 AMPS FIRST FLOOR MECH. EQ. DIST PNL (ELEC. RM.) - 120/208 -30- 500KVA TRANSFORMER ISCA= 38,077 E c7 c" c c� 0 Ln cv a- ISCA = 1199,77833 -_ n p METERS AND CABINETS 41 Q ci w Q 7200KTN f600KTN 1000.4G SPARE SPARE 600KTN 1 00KTN 400KTN fi00A3P A3P L P i 120A3P 400A3P 1 BOLTSW. 2 BOLTSW. 3 BOLTSW. 4 BOLTSW, 5 BOLTSW. _ T325 -WO1 - T325 -WO1 T325 -WO1 _ T325 -WO1 T325 -WO1 PULLBOX-' "DLA" (WEYCO) 120/208V -34 -4W 3000A 100,000 AIC WEATHERPROOF ENCLOSURE SERVICE ENTRANCE RATED SECOND FLOOR ! •' f Room ELEV. _ 125CRNR? # I T2010CRNR 150CRNR 150CRNR 100CRNR 100CRNR 70FRN 70F 0 A3P t 200A3P 200A3P 100A3P 100A3P 100A3P 100 I ((( T = 2 - - - 4 - - - 6 7 - - "PP -1" (SQUARE D QMB) IN BSMT. ELEC. RM. 120/208V, 30, 4W 600A ISCA = 9, 324 HUMIDIFIER CONDENSER H -1 - ( T /Z 1 BSMT. BSMT. ELEC. RM. _ELEC. RM. _T �T 80FRN 70FRN I I 100A3P 100A3P BASEMENT A ♦ lr 1 A SCALE: NONE T L1 A 30.3G 30.313 X2 N N goals an 0 unnom DAVI PAmi NERSHIP ARCHITECTS Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 0225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960 rk"Iff l� REI STRUCTURAL P.O. BOX 8009 AVON, COLORADO 81620 970.748.0711 F.970.748.0722 CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET LAKEWOOD, CO 80401 303.232.6200 F.303.232.3701 - A , `2 3 5245, 07 4 • • 1 t F pr - J o ect hlfoi- matlloi? 9 a a 4 a a � . ♦ r r r � r r �• 0 Zoe i s Sheet Ili formation r � TOV Comments 20 AUG 201 Sheet Number: Cator, Ruma & Assoc. FILENAME: P: \WMC \2010 -159 SPRI RESEARCH LAB\CAD\ELEC\P- 1 LINE. DWG _ E2.01 PLOT: 09/08/2010 @ 4:15pm REV: 09/08/2010 CAD: JRG XREF: tb.dwg 11ine.dwg bg2.dwg dist2.dwg 3 00 3P GFCI , / 1 I 100A3P 100A3P 200A3P 200A3P 200A31 1200A3P 1 1200A3P 200A3P 60A3P 100A3P 2000A V7E3622 V7E3633 V7F3604 i HCP PRINGLE _ PANEL "DHA" DISTRIBUTION PANEL "DHA" 4/0 GND TO COLD WATER PIPE PEAK DEMAND: 48OV -30 -4W AND MADE ELECTRODES 170.1 KW 3000A, 100,000 AIC FEBRUARY 2010 iTE 500 KCMIL GROUND TO MDC AREA OF WORK ELEC. ROOM PG -BH1A i e 4( a -- - XFMR - XFMR _ 200.413 _ XFMR 800.313 - T 150LPS 60A 45A 70A SPARE 200A 110A 125LPS 120LPS 750A PHAR- MACY 60.4G TO PANEL 12D" RE:ONE LINE DIAGRAM WEST NORMAL 1. PROTECT STRUCTURE AND OWNER EQUIPMENT FROM DAMAGE. IMMEDIATELY REPLACE OR REPAIR, TO ORIGINAL CONDITION, DAMAGE CAUSED BY THE CONTRACTOR NMETHER EQUIPMENT APPEARS TO BE CURRENTLY IN USE OR NOT, UNLESS WRITTEN AUTHORIZATION FROM THE OWNER INDICATED OTHERWISE. PREPARE LISTING OF ALL EXISTING DAMAGED ITEMS AND SUBMIT TO OWNER PRIOR TO BEGINNING WORK. 2. FIRE SEAL ALL FIRE RATED WALL AND FLOOR PENETRATIONS. REFER TO ARCHITECTURAL DRAWINGS FOR FIRE RATED WALLS. 3. COORDINATE EXACT REQUIREMENTS AND LOCATIONS OF MECHANICAL EQUIPMENT WITH MECHANICAL DRAWINGS AND MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN AND ORDERING MATERIALS OR EQUIPMENT. 4. A DETAILED WRITTEN METHOD OF PROCEDURE IS REQUIRED WHEN A CONSTRUCTION ACTIVITY OR AN OUTAGE AFFECTS THE SAFETY OF OCCUPANTS, TELEPHONE /DATA /FIRE ALARM EQUIPMENT OR COMPONENTS OF ANY SYSTEM WHICH SUPPORTS THIS EQUIPMENT OR ESSENTIALLY AFFECTS THE BUILDING MANAGEMENT, OPERATIONS OR SECURITY. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 5. EXISTING INFORMATION SHOWN ON THE DRAWINGS HAS BEEN TAKEN FROM OWNER FURNISHED DRAWINGS AND /OR LIMITED FIELD OBSERVATIONS. CATOR, RUMA & ASSOCIATES IS NOT RESPONSIBLE FOR THE ACCURACY OF ANY INFORMATION OR THE ADEQUACY, SAFETY AND CONFORMANCE TO CURRENT PREVAILING CODES OF ANY WORK SHOWN AS EXISTING ON THESE DRAWINGS. 6. PROVIDE SEPARATE INSULATED GROUNDING CONDUCTOR W ALL FEEDER, HOMERUN AND BRANCH CIRCUITS. DEMOLITION NOTES: 1. CONTRACTOR SHALL VISIT SITE TO DETERMINE AND COORDINATE THE EXACT EXTENT OF DEMOLITION TO FACILITATE ALL WORK INDICATED BY THE CONTRACT DOCUMENTS PRIOR TO QUOTATION. NO EXTRAS WILL BE ALLOWED FOR WORK REQUIRED TO ACHIEVE THE END RESULT AS INDICATED BY THE CONTRACT DOCUMENTS. REWORK EXISTING TERMINATIONS, CONNECTIONS, CONDUIT, WIRING, ETC. TO ACCEPT NEW WORK. MAINTAIN CIRCUIT CONTINUITY TO EXISTING CIRCUITS AND DEVICES TO REMAIN OR BE RELOCATED. PRIOR TO COMMENCEMENT OF ANY DEMO WORK, CONFIRM EXISTING CONDITIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES FOR RESOLUTION. 2. ALL ITEMS IDENTIFIED TO BE REMOVED SHALL BE REMOVED IN THEIR ENTIRETY INCLUDING ALL WIRING AND EXPOSED CONDUIT AND CONDUIT SUPPORTS BACK TO POINT OF ORIGIN OR NEXT DEVICE TO REMAIN. REMOVED ITEMS SHALL BE TURNED OVER TO THE OWNER, UNLESS NOTED OTHERWISE, AND STORED IN THE AREA DESIGNATED BY THE OWNER. REMOVE FROM SITE AND LEGALLY DISPOSE OF ALL ITEMS THE OWNER CHOOSES NOT TO ACCEPT. 3. WHERE EXISTING CONDUITS ARE SHOWN TO BE REMOVED AND HAVE BEEN ROUTED IN CONCRETE FLOOR SLABS, CONCRETE WALLS OR CONCRETE CEILINGS, THEY SHALL BE CUT BACK FLUSH WITH CONCRETE. FILL WITH GROUT TO ACHIEVE A SMOOTH AND EVEN FINISH FLUSH WITH CONCRETE SURFACE AFTER CONDUCTORS HAVE BEEN REMOVED. 4. REUSE EXISTING CONDUIT WHERE CURRENT NEC AND LOCAL CODE REQUIREMENTS ARE MAINTAINED. PROVIDE NEW CONDUIT AND WIRE FOR NEW INSTALLATIONS AND EXTENSION OF EXISTING INSTALLATIONS. REUSE EXISTING CONDUIT IN PLACE, DO NOT REINSTALL EXISTING CONDUIT. PROVIDE LABELING PER SPECIFICATIONS FOR REUSED CONDUIT. 5. WHERE EXISTING DEVICES, SWITCHES, MOTOR CONNECTIONS, ETC. ARE TO BE REMOVED FROM WALLS WHICH ARE REMAINING, WALLS SHALL BE PATCHED TO MATCH ORIGINAL FINISH. BLANK COVERPLATES OVER EXISTING BOXES ARE NOT ACCEPTABLE, UNLESS NOTED OTHERWISE. ONE -LINE DIAGRAM NOTES; 1. PANELSOARDS INDICATED ON ONE LINE DIAGRAMS DO NOT SHOW ALL BRANCH CIRCUITS. REFER TO PANELBOARD SCHEDULE(S) 2. EQUIPMENT SHOWN SHADED REPRESENTS STAND -BY POWERED SERVICES No Mika 0 N REMOVE EXISTING PANEL. PROVIDE NEW PANEL WITH NEW CONDUCTORS AND WIRES AS INDICATED. CONTRACTOR MAY REUSE EXISTING CONDUIT WHERE FEASIBLE. REFER TO SHEET E -401 FOR MORE INFORMATION. <✓' PROVIDE THREE PHASE DIGITAL RECORDING CIRCUIT ANALYZER (DRANETZ 808, BMi 3030 OR EQUAL) ON INDICATED PANEL FEEDERS FOR A PERIOD OF THIRTY DAYS PRIOR TO THE START OF CONSTRUCTION TO VERIFY EXISTING LOAD. CIRCUIT ANALYZER SHALL RECORD VOLTAGE, AMPERAGE, KVA AND POWER FACTOR FOR EACH PHASE AND AVERAGE FOR ALL PHASES. ANALYZER SHALL ALSO RECORD A PER DAY MAXIMUM DEMAND. THE CONTRACTOR SHALL COMPILE A SUMMARY REPORT LISTING MAXIMUM READINGS AND SUBMIT THE REPORT AND TAPE TO THE ENGINEER. ANALYZER SHALL HAVE BEEN CALIBRATED IN PREVIOUS 60 DAYS. SUBMIT DOCUMENTATION OF CALIBRATION ALONG WITH LOAD TAPES TO ENGINEER. DPA Project. 10907.00.000 CCk�YRIGHT 201tl - OAViS PARTNERSHIP, P.C. 480- 120/208V- 30-4W 75KVA TRANSFORMER LOAD SUMMARY TGBL 1A" EXISTING PEAK DEMAND PER 30 DAY METERING 12.1 KVA NEC DEMAND FACTOR x 125% NEC CORRECTED PEAK DEMAND LOAD 15.1 KVA LOAD REMOVED TOTAL RECEPTACLES LOADS (3 @180VA) -0.54 KVA PANEL "PG -BLI AA" TOTAL RECEPTACLES LOADS -14.06 KVA PANEL "PG- BL1AB" TOTAL RECEPTACLES LOADS -7.00 KVA PANEL "PG- BL1A2" TOTAL RECEPTACLES LOADS -2.64 KVA PANEL "PG- BL1A3" TOTAL RECEPTACLES LOADS -4.64 KVA SUBTOTAL LOAD REMOVED -28.88 KVA NEW LOAD ADDED PANEL "PG- BL1AA" 15.23 KVA TOTAL RECEPTACLES LOADS PANEL "PG- BL1AB" LIGHTING 025 KVA RECEPTACLES 2.52 KVA GENERAL 4.96 KVA PANEL "PG- BL1A2 " TOTAL RECEPTACLE LOADS 5.61 KVA PANEL "PG- BL1A3" TOTAL RECEPTACLE LOADS 1.64 KVA SUBTOTAL LOAD ADDED 30.21 KVA TOTAL ADDITION IN LOAD 1.33 KVA 3.70 AMPS NEW TOTAL PANEL LOAD 16.46 KVA 45.73 AMPS LOAD SUMMARY THA" FEBRUARY 2010 EXISTING PEAK DEMAND PER 30 DAY METERING 170.1 KVA NEC DEMAND FACTOR x 125% NEC CORRECTED PEAK DEMAND LOAD 212.6 KVA LOAD REMOVED PANEL "PG- BH1A'" MECH EQUIP SF -1 -17.46 KVA MECH EQUIP RE -1 -9.15 KVA LIGHTING -10.38 KVA SUBTOTAL LOAD REMOVED -36.98 KVA NEW LOAD ADDED PANEL "PG -HB1A' LIGHTING LOADS 5.77 KVA MECH EQUIP AHU -11 33.26 KVA MECH EQUIP RF -11 6.32 KVA MECH EQUIP EF -11 9.15 KVA MECH EQUIP HRP -11 2.83 KVA OWNER EQUIP- MILL M -1 3.33 KVA OWNER EQUIP - LATHE L -1 3.33 KVA OWNER EQUIP- ROBOT ROB -1 12.47 KVA PANEL "PG -BLIN' 1.33 KVA SUBTOTAL LOAD ADDED 77.77 KVA TOTAL ADDITION IN LOAD 40.78 KVA 113.34 AMPS TOTAL BUILDING LOAD 25141 KVA 704.23 AMPS FIRST FLOOR MECH. EQ. DIST PNL (ELEC. RM.) - 120/208 -30- 500KVA TRANSFORMER ISCA= 38,077 E c7 c" c c� 0 Ln cv a- ISCA = 1199,77833 -_ n p METERS AND CABINETS 41 Q ci w Q 7200KTN f600KTN 1000.4G SPARE SPARE 600KTN 1 00KTN 400KTN fi00A3P A3P L P i 120A3P 400A3P 1 BOLTSW. 2 BOLTSW. 3 BOLTSW. 4 BOLTSW, 5 BOLTSW. _ T325 -WO1 - T325 -WO1 T325 -WO1 _ T325 -WO1 T325 -WO1 PULLBOX-' "DLA" (WEYCO) 120/208V -34 -4W 3000A 100,000 AIC WEATHERPROOF ENCLOSURE SERVICE ENTRANCE RATED SECOND FLOOR ! •' f Room ELEV. _ 125CRNR? # I T2010CRNR 150CRNR 150CRNR 100CRNR 100CRNR 70FRN 70F 0 A3P t 200A3P 200A3P 100A3P 100A3P 100A3P 100 I ((( T = 2 - - - 4 - - - 6 7 - - "PP -1" (SQUARE D QMB) IN BSMT. ELEC. RM. 120/208V, 30, 4W 600A ISCA = 9, 324 HUMIDIFIER CONDENSER H -1 - ( T /Z 1 BSMT. BSMT. ELEC. RM. _ELEC. RM. _T �T 80FRN 70FRN I I 100A3P 100A3P BASEMENT A ♦ lr 1 A SCALE: NONE T L1 A 30.3G 30.313 X2 N N goals an 0 unnom DAVI PAmi NERSHIP ARCHITECTS Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 0225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960 rk"Iff l� REI STRUCTURAL P.O. BOX 8009 AVON, COLORADO 81620 970.748.0711 F.970.748.0722 CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET LAKEWOOD, CO 80401 303.232.6200 F.303.232.3701 - A , `2 3 5245, 07 4 • • 1 t F pr - J o ect hlfoi- matlloi? 9 a a 4 a a � . ♦ r r r � r r �• 0 Zoe i s Sheet Ili formation r � TOV Comments 20 AUG 201 Sheet Number: Cator, Ruma & Assoc. FILENAME: P: \WMC \2010 -159 SPRI RESEARCH LAB\CAD\ELEC\P- 1 LINE. DWG _ E2.01 PLOT: 09/08/2010 @ 4:15pm REV: 09/08/2010 CAD: JRG XREF: tb.dwg 11ine.dwg bg2.dwg dist2.dwg 3 00 3P GFCI , / 1 I 100A3P 100A3P 200A3P 200A3P 200A31 1200A3P 1 1200A3P 200A3P 60A3P 100A3P 2000A V7E3622 V7E3633 V7F3604 i HCP PRINGLE _ PANEL "DHA" DISTRIBUTION PANEL "DHA" 4/0 GND TO COLD WATER PIPE PEAK DEMAND: 48OV -30 -4W AND MADE ELECTRODES 170.1 KW 3000A, 100,000 AIC FEBRUARY 2010 iTE 500 KCMIL GROUND TO MDC AREA OF WORK ELEC. ROOM PG -BH1A i e 4( a -- - XFMR - XFMR _ 200.413 _ XFMR 800.313 - T 150LPS 60A 45A 70A SPARE 200A 110A 125LPS 120LPS 750A PHAR- MACY 60.4G TO PANEL 12D" RE:ONE LINE DIAGRAM WEST NORMAL 1. PROTECT STRUCTURE AND OWNER EQUIPMENT FROM DAMAGE. IMMEDIATELY REPLACE OR REPAIR, TO ORIGINAL CONDITION, DAMAGE CAUSED BY THE CONTRACTOR NMETHER EQUIPMENT APPEARS TO BE CURRENTLY IN USE OR NOT, UNLESS WRITTEN AUTHORIZATION FROM THE OWNER INDICATED OTHERWISE. PREPARE LISTING OF ALL EXISTING DAMAGED ITEMS AND SUBMIT TO OWNER PRIOR TO BEGINNING WORK. 2. FIRE SEAL ALL FIRE RATED WALL AND FLOOR PENETRATIONS. REFER TO ARCHITECTURAL DRAWINGS FOR FIRE RATED WALLS. 3. COORDINATE EXACT REQUIREMENTS AND LOCATIONS OF MECHANICAL EQUIPMENT WITH MECHANICAL DRAWINGS AND MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN AND ORDERING MATERIALS OR EQUIPMENT. 4. A DETAILED WRITTEN METHOD OF PROCEDURE IS REQUIRED WHEN A CONSTRUCTION ACTIVITY OR AN OUTAGE AFFECTS THE SAFETY OF OCCUPANTS, TELEPHONE /DATA /FIRE ALARM EQUIPMENT OR COMPONENTS OF ANY SYSTEM WHICH SUPPORTS THIS EQUIPMENT OR ESSENTIALLY AFFECTS THE BUILDING MANAGEMENT, OPERATIONS OR SECURITY. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 5. EXISTING INFORMATION SHOWN ON THE DRAWINGS HAS BEEN TAKEN FROM OWNER FURNISHED DRAWINGS AND /OR LIMITED FIELD OBSERVATIONS. CATOR, RUMA & ASSOCIATES IS NOT RESPONSIBLE FOR THE ACCURACY OF ANY INFORMATION OR THE ADEQUACY, SAFETY AND CONFORMANCE TO CURRENT PREVAILING CODES OF ANY WORK SHOWN AS EXISTING ON THESE DRAWINGS. 6. PROVIDE SEPARATE INSULATED GROUNDING CONDUCTOR W ALL FEEDER, HOMERUN AND BRANCH CIRCUITS. DEMOLITION NOTES: 1. CONTRACTOR SHALL VISIT SITE TO DETERMINE AND COORDINATE THE EXACT EXTENT OF DEMOLITION TO FACILITATE ALL WORK INDICATED BY THE CONTRACT DOCUMENTS PRIOR TO QUOTATION. NO EXTRAS WILL BE ALLOWED FOR WORK REQUIRED TO ACHIEVE THE END RESULT AS INDICATED BY THE CONTRACT DOCUMENTS. REWORK EXISTING TERMINATIONS, CONNECTIONS, CONDUIT, WIRING, ETC. TO ACCEPT NEW WORK. MAINTAIN CIRCUIT CONTINUITY TO EXISTING CIRCUITS AND DEVICES TO REMAIN OR BE RELOCATED. PRIOR TO COMMENCEMENT OF ANY DEMO WORK, CONFIRM EXISTING CONDITIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES FOR RESOLUTION. 2. ALL ITEMS IDENTIFIED TO BE REMOVED SHALL BE REMOVED IN THEIR ENTIRETY INCLUDING ALL WIRING AND EXPOSED CONDUIT AND CONDUIT SUPPORTS BACK TO POINT OF ORIGIN OR NEXT DEVICE TO REMAIN. REMOVED ITEMS SHALL BE TURNED OVER TO THE OWNER, UNLESS NOTED OTHERWISE, AND STORED IN THE AREA DESIGNATED BY THE OWNER. REMOVE FROM SITE AND LEGALLY DISPOSE OF ALL ITEMS THE OWNER CHOOSES NOT TO ACCEPT. 3. WHERE EXISTING CONDUITS ARE SHOWN TO BE REMOVED AND HAVE BEEN ROUTED IN CONCRETE FLOOR SLABS, CONCRETE WALLS OR CONCRETE CEILINGS, THEY SHALL BE CUT BACK FLUSH WITH CONCRETE. FILL WITH GROUT TO ACHIEVE A SMOOTH AND EVEN FINISH FLUSH WITH CONCRETE SURFACE AFTER CONDUCTORS HAVE BEEN REMOVED. 4. REUSE EXISTING CONDUIT WHERE CURRENT NEC AND LOCAL CODE REQUIREMENTS ARE MAINTAINED. PROVIDE NEW CONDUIT AND WIRE FOR NEW INSTALLATIONS AND EXTENSION OF EXISTING INSTALLATIONS. REUSE EXISTING CONDUIT IN PLACE, DO NOT REINSTALL EXISTING CONDUIT. PROVIDE LABELING PER SPECIFICATIONS FOR REUSED CONDUIT. 5. WHERE EXISTING DEVICES, SWITCHES, MOTOR CONNECTIONS, ETC. ARE TO BE REMOVED FROM WALLS WHICH ARE REMAINING, WALLS SHALL BE PATCHED TO MATCH ORIGINAL FINISH. BLANK COVERPLATES OVER EXISTING BOXES ARE NOT ACCEPTABLE, UNLESS NOTED OTHERWISE. ONE -LINE DIAGRAM NOTES; 1. PANELSOARDS INDICATED ON ONE LINE DIAGRAMS DO NOT SHOW ALL BRANCH CIRCUITS. REFER TO PANELBOARD SCHEDULE(S) 2. EQUIPMENT SHOWN SHADED REPRESENTS STAND -BY POWERED SERVICES No Mika 0 N REMOVE EXISTING PANEL. PROVIDE NEW PANEL WITH NEW CONDUCTORS AND WIRES AS INDICATED. CONTRACTOR MAY REUSE EXISTING CONDUIT WHERE FEASIBLE. REFER TO SHEET E -401 FOR MORE INFORMATION. <✓' PROVIDE THREE PHASE DIGITAL RECORDING CIRCUIT ANALYZER (DRANETZ 808, BMi 3030 OR EQUAL) ON INDICATED PANEL FEEDERS FOR A PERIOD OF THIRTY DAYS PRIOR TO THE START OF CONSTRUCTION TO VERIFY EXISTING LOAD. CIRCUIT ANALYZER SHALL RECORD VOLTAGE, AMPERAGE, KVA AND POWER FACTOR FOR EACH PHASE AND AVERAGE FOR ALL PHASES. ANALYZER SHALL ALSO RECORD A PER DAY MAXIMUM DEMAND. THE CONTRACTOR SHALL COMPILE A SUMMARY REPORT LISTING MAXIMUM READINGS AND SUBMIT THE REPORT AND TAPE TO THE ENGINEER. ANALYZER SHALL HAVE BEEN CALIBRATED IN PREVIOUS 60 DAYS. SUBMIT DOCUMENTATION OF CALIBRATION ALONG WITH LOAD TAPES TO ENGINEER. DPA Project. 10907.00.000 CCk�YRIGHT 201tl - OAViS PARTNERSHIP, P.C. LOAD SUMMARY THA" FEBRUARY 2010 EXISTING PEAK DEMAND PER 30 DAY METERING 170.1 KVA NEC DEMAND FACTOR x 125% NEC CORRECTED PEAK DEMAND LOAD 212.6 KVA LOAD REMOVED PANEL "PG- BH1A'" MECH EQUIP SF -1 -17.46 KVA MECH EQUIP RE -1 -9.15 KVA LIGHTING -10.38 KVA SUBTOTAL LOAD REMOVED -36.98 KVA NEW LOAD ADDED PANEL "PG -HB1A' LIGHTING LOADS 5.77 KVA MECH EQUIP AHU -11 33.26 KVA MECH EQUIP RF -11 6.32 KVA MECH EQUIP EF -11 9.15 KVA MECH EQUIP HRP -11 2.83 KVA OWNER EQUIP- MILL M -1 3.33 KVA OWNER EQUIP - LATHE L -1 3.33 KVA OWNER EQUIP- ROBOT ROB -1 12.47 KVA PANEL "PG -BLIN' 1.33 KVA SUBTOTAL LOAD ADDED 77.77 KVA TOTAL ADDITION IN LOAD 40.78 KVA 113.34 AMPS TOTAL BUILDING LOAD 25141 KVA 704.23 AMPS FIRST FLOOR MECH. EQ. DIST PNL (ELEC. RM.) - 120/208 -30- 500KVA TRANSFORMER ISCA= 38,077 E c7 c" c c� 0 Ln cv a- ISCA = 1199,77833 -_ n p METERS AND CABINETS 41 Q ci w Q 7200KTN f600KTN 1000.4G SPARE SPARE 600KTN 1 00KTN 400KTN fi00A3P A3P L P i 120A3P 400A3P 1 BOLTSW. 2 BOLTSW. 3 BOLTSW. 4 BOLTSW, 5 BOLTSW. _ T325 -WO1 - T325 -WO1 T325 -WO1 _ T325 -WO1 T325 -WO1 PULLBOX-' "DLA" (WEYCO) 120/208V -34 -4W 3000A 100,000 AIC WEATHERPROOF ENCLOSURE SERVICE ENTRANCE RATED SECOND FLOOR ! •' f Room ELEV. _ 125CRNR? # I T2010CRNR 150CRNR 150CRNR 100CRNR 100CRNR 70FRN 70F 0 A3P t 200A3P 200A3P 100A3P 100A3P 100A3P 100 I ((( T = 2 - - - 4 - - - 6 7 - - "PP -1" (SQUARE D QMB) IN BSMT. ELEC. RM. 120/208V, 30, 4W 600A ISCA = 9, 324 HUMIDIFIER CONDENSER H -1 - ( T /Z 1 BSMT. BSMT. ELEC. RM. _ELEC. RM. _T �T 80FRN 70FRN I I 100A3P 100A3P BASEMENT A ♦ lr 1 A SCALE: NONE T L1 A 30.3G 30.313 X2 N N goals an 0 unnom DAVI PAmi NERSHIP ARCHITECTS Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 0225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960 rk"Iff l� REI STRUCTURAL P.O. BOX 8009 AVON, COLORADO 81620 970.748.0711 F.970.748.0722 CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET LAKEWOOD, CO 80401 303.232.6200 F.303.232.3701 - A , `2 3 5245, 07 4 • • 1 t F pr - J o ect hlfoi- matlloi? 9 a a 4 a a � . ♦ r r r � r r �• 0 Zoe i s Sheet Ili formation r � TOV Comments 20 AUG 201 Sheet Number: Cator, Ruma & Assoc. FILENAME: P: \WMC \2010 -159 SPRI RESEARCH LAB\CAD\ELEC\P- 1 LINE. DWG _ E2.01 PLOT: 09/08/2010 @ 4:15pm REV: 09/08/2010 CAD: JRG XREF: tb.dwg 11ine.dwg bg2.dwg dist2.dwg 3 00 3P GFCI , / 1 I 100A3P 100A3P 200A3P 200A3P 200A31 1200A3P 1 1200A3P 200A3P 60A3P 100A3P 2000A V7E3622 V7E3633 V7F3604 i HCP PRINGLE _ PANEL "DHA" DISTRIBUTION PANEL "DHA" 4/0 GND TO COLD WATER PIPE PEAK DEMAND: 48OV -30 -4W AND MADE ELECTRODES 170.1 KW 3000A, 100,000 AIC FEBRUARY 2010 iTE 500 KCMIL GROUND TO MDC AREA OF WORK ELEC. ROOM PG -BH1A i e 4( a -- - XFMR - XFMR _ 200.413 _ XFMR 800.313 - T 150LPS 60A 45A 70A SPARE 200A 110A 125LPS 120LPS 750A PHAR- MACY 60.4G TO PANEL 12D" RE:ONE LINE DIAGRAM WEST NORMAL 1. PROTECT STRUCTURE AND OWNER EQUIPMENT FROM DAMAGE. IMMEDIATELY REPLACE OR REPAIR, TO ORIGINAL CONDITION, DAMAGE CAUSED BY THE CONTRACTOR NMETHER EQUIPMENT APPEARS TO BE CURRENTLY IN USE OR NOT, UNLESS WRITTEN AUTHORIZATION FROM THE OWNER INDICATED OTHERWISE. PREPARE LISTING OF ALL EXISTING DAMAGED ITEMS AND SUBMIT TO OWNER PRIOR TO BEGINNING WORK. 2. FIRE SEAL ALL FIRE RATED WALL AND FLOOR PENETRATIONS. REFER TO ARCHITECTURAL DRAWINGS FOR FIRE RATED WALLS. 3. COORDINATE EXACT REQUIREMENTS AND LOCATIONS OF MECHANICAL EQUIPMENT WITH MECHANICAL DRAWINGS AND MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN AND ORDERING MATERIALS OR EQUIPMENT. 4. A DETAILED WRITTEN METHOD OF PROCEDURE IS REQUIRED WHEN A CONSTRUCTION ACTIVITY OR AN OUTAGE AFFECTS THE SAFETY OF OCCUPANTS, TELEPHONE /DATA /FIRE ALARM EQUIPMENT OR COMPONENTS OF ANY SYSTEM WHICH SUPPORTS THIS EQUIPMENT OR ESSENTIALLY AFFECTS THE BUILDING MANAGEMENT, OPERATIONS OR SECURITY. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 5. EXISTING INFORMATION SHOWN ON THE DRAWINGS HAS BEEN TAKEN FROM OWNER FURNISHED DRAWINGS AND /OR LIMITED FIELD OBSERVATIONS. CATOR, RUMA & ASSOCIATES IS NOT RESPONSIBLE FOR THE ACCURACY OF ANY INFORMATION OR THE ADEQUACY, SAFETY AND CONFORMANCE TO CURRENT PREVAILING CODES OF ANY WORK SHOWN AS EXISTING ON THESE DRAWINGS. 6. PROVIDE SEPARATE INSULATED GROUNDING CONDUCTOR W ALL FEEDER, HOMERUN AND BRANCH CIRCUITS. DEMOLITION NOTES: 1. CONTRACTOR SHALL VISIT SITE TO DETERMINE AND COORDINATE THE EXACT EXTENT OF DEMOLITION TO FACILITATE ALL WORK INDICATED BY THE CONTRACT DOCUMENTS PRIOR TO QUOTATION. NO EXTRAS WILL BE ALLOWED FOR WORK REQUIRED TO ACHIEVE THE END RESULT AS INDICATED BY THE CONTRACT DOCUMENTS. REWORK EXISTING TERMINATIONS, CONNECTIONS, CONDUIT, WIRING, ETC. TO ACCEPT NEW WORK. MAINTAIN CIRCUIT CONTINUITY TO EXISTING CIRCUITS AND DEVICES TO REMAIN OR BE RELOCATED. PRIOR TO COMMENCEMENT OF ANY DEMO WORK, CONFIRM EXISTING CONDITIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES FOR RESOLUTION. 2. ALL ITEMS IDENTIFIED TO BE REMOVED SHALL BE REMOVED IN THEIR ENTIRETY INCLUDING ALL WIRING AND EXPOSED CONDUIT AND CONDUIT SUPPORTS BACK TO POINT OF ORIGIN OR NEXT DEVICE TO REMAIN. REMOVED ITEMS SHALL BE TURNED OVER TO THE OWNER, UNLESS NOTED OTHERWISE, AND STORED IN THE AREA DESIGNATED BY THE OWNER. REMOVE FROM SITE AND LEGALLY DISPOSE OF ALL ITEMS THE OWNER CHOOSES NOT TO ACCEPT. 3. WHERE EXISTING CONDUITS ARE SHOWN TO BE REMOVED AND HAVE BEEN ROUTED IN CONCRETE FLOOR SLABS, CONCRETE WALLS OR CONCRETE CEILINGS, THEY SHALL BE CUT BACK FLUSH WITH CONCRETE. FILL WITH GROUT TO ACHIEVE A SMOOTH AND EVEN FINISH FLUSH WITH CONCRETE SURFACE AFTER CONDUCTORS HAVE BEEN REMOVED. 4. REUSE EXISTING CONDUIT WHERE CURRENT NEC AND LOCAL CODE REQUIREMENTS ARE MAINTAINED. PROVIDE NEW CONDUIT AND WIRE FOR NEW INSTALLATIONS AND EXTENSION OF EXISTING INSTALLATIONS. REUSE EXISTING CONDUIT IN PLACE, DO NOT REINSTALL EXISTING CONDUIT. PROVIDE LABELING PER SPECIFICATIONS FOR REUSED CONDUIT. 5. WHERE EXISTING DEVICES, SWITCHES, MOTOR CONNECTIONS, ETC. ARE TO BE REMOVED FROM WALLS WHICH ARE REMAINING, WALLS SHALL BE PATCHED TO MATCH ORIGINAL FINISH. BLANK COVERPLATES OVER EXISTING BOXES ARE NOT ACCEPTABLE, UNLESS NOTED OTHERWISE. ONE -LINE DIAGRAM NOTES; 1. PANELSOARDS INDICATED ON ONE LINE DIAGRAMS DO NOT SHOW ALL BRANCH CIRCUITS. REFER TO PANELBOARD SCHEDULE(S) 2. EQUIPMENT SHOWN SHADED REPRESENTS STAND -BY POWERED SERVICES No Mika 0 N REMOVE EXISTING PANEL. PROVIDE NEW PANEL WITH NEW CONDUCTORS AND WIRES AS INDICATED. CONTRACTOR MAY REUSE EXISTING CONDUIT WHERE FEASIBLE. REFER TO SHEET E -401 FOR MORE INFORMATION. <✓' PROVIDE THREE PHASE DIGITAL RECORDING CIRCUIT ANALYZER (DRANETZ 808, BMi 3030 OR EQUAL) ON INDICATED PANEL FEEDERS FOR A PERIOD OF THIRTY DAYS PRIOR TO THE START OF CONSTRUCTION TO VERIFY EXISTING LOAD. CIRCUIT ANALYZER SHALL RECORD VOLTAGE, AMPERAGE, KVA AND POWER FACTOR FOR EACH PHASE AND AVERAGE FOR ALL PHASES. ANALYZER SHALL ALSO RECORD A PER DAY MAXIMUM DEMAND. THE CONTRACTOR SHALL COMPILE A SUMMARY REPORT LISTING MAXIMUM READINGS AND SUBMIT THE REPORT AND TAPE TO THE ENGINEER. ANALYZER SHALL HAVE BEEN CALIBRATED IN PREVIOUS 60 DAYS. SUBMIT DOCUMENTATION OF CALIBRATION ALONG WITH LOAD TAPES TO ENGINEER. DPA Project. 10907.00.000 CCk�YRIGHT 201tl - OAViS PARTNERSHIP, P.C. FIRST FLOOR MECH. EQ. DIST PNL (ELEC. RM.) - 120/208 -30- 500KVA TRANSFORMER ISCA= 38,077 E c7 c" c c� 0 Ln cv a- ISCA = 1199,77833 -_ n p METERS AND CABINETS 41 Q ci w Q 7200KTN f600KTN 1000.4G SPARE SPARE 600KTN 1 00KTN 400KTN fi00A3P A3P L P i 120A3P 400A3P 1 BOLTSW. 2 BOLTSW. 3 BOLTSW. 4 BOLTSW, 5 BOLTSW. _ T325 -WO1 - T325 -WO1 T325 -WO1 _ T325 -WO1 T325 -WO1 PULLBOX-' "DLA" (WEYCO) 120/208V -34 -4W 3000A 100,000 AIC WEATHERPROOF ENCLOSURE SERVICE ENTRANCE RATED SECOND FLOOR ! •' f Room ELEV. _ 125CRNR? # I T2010CRNR 150CRNR 150CRNR 100CRNR 100CRNR 70FRN 70F 0 A3P t 200A3P 200A3P 100A3P 100A3P 100A3P 100 I ((( T = 2 - - - 4 - - - 6 7 - - "PP -1" (SQUARE D QMB) IN BSMT. ELEC. RM. 120/208V, 30, 4W 600A ISCA = 9, 324 HUMIDIFIER CONDENSER H -1 - ( T /Z 1 BSMT. BSMT. ELEC. RM. _ELEC. RM. _T �T 80FRN 70FRN I I 100A3P 100A3P BASEMENT A ♦ lr 1 A SCALE: NONE T L1 A 30.3G 30.313 X2 N N goals an 0 unnom DAVI PAmi NERSHIP ARCHITECTS Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 0225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960 rk"Iff l� REI STRUCTURAL P.O. BOX 8009 AVON, COLORADO 81620 970.748.0711 F.970.748.0722 CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET LAKEWOOD, CO 80401 303.232.6200 F.303.232.3701 - A , `2 3 5245, 07 4 • • 1 t F pr - J o ect hlfoi- matlloi? 9 a a 4 a a � . ♦ r r r � r r �• 0 Zoe i s Sheet Ili formation r � TOV Comments 20 AUG 201 Sheet Number: Cator, Ruma & Assoc. FILENAME: P: \WMC \2010 -159 SPRI RESEARCH LAB\CAD\ELEC\P- 1 LINE. DWG _ E2.01 PLOT: 09/08/2010 @ 4:15pm REV: 09/08/2010 CAD: JRG XREF: tb.dwg 11ine.dwg bg2.dwg dist2.dwg 3 00 3P GFCI , / 1 I 100A3P 100A3P 200A3P 200A3P 200A31 1200A3P 1 1200A3P 200A3P 60A3P 100A3P 2000A V7E3622 V7E3633 V7F3604 i HCP PRINGLE _ PANEL "DHA" DISTRIBUTION PANEL "DHA" 4/0 GND TO COLD WATER PIPE PEAK DEMAND: 48OV -30 -4W AND MADE ELECTRODES 170.1 KW 3000A, 100,000 AIC FEBRUARY 2010 iTE 500 KCMIL GROUND TO MDC AREA OF WORK ELEC. ROOM PG -BH1A i e 4( a -- - XFMR - XFMR _ 200.413 _ XFMR 800.313 - T 150LPS 60A 45A 70A SPARE 200A 110A 125LPS 120LPS 750A PHAR- MACY 60.4G TO PANEL 12D" RE:ONE LINE DIAGRAM WEST NORMAL 1. PROTECT STRUCTURE AND OWNER EQUIPMENT FROM DAMAGE. IMMEDIATELY REPLACE OR REPAIR, TO ORIGINAL CONDITION, DAMAGE CAUSED BY THE CONTRACTOR NMETHER EQUIPMENT APPEARS TO BE CURRENTLY IN USE OR NOT, UNLESS WRITTEN AUTHORIZATION FROM THE OWNER INDICATED OTHERWISE. PREPARE LISTING OF ALL EXISTING DAMAGED ITEMS AND SUBMIT TO OWNER PRIOR TO BEGINNING WORK. 2. FIRE SEAL ALL FIRE RATED WALL AND FLOOR PENETRATIONS. REFER TO ARCHITECTURAL DRAWINGS FOR FIRE RATED WALLS. 3. COORDINATE EXACT REQUIREMENTS AND LOCATIONS OF MECHANICAL EQUIPMENT WITH MECHANICAL DRAWINGS AND MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN AND ORDERING MATERIALS OR EQUIPMENT. 4. A DETAILED WRITTEN METHOD OF PROCEDURE IS REQUIRED WHEN A CONSTRUCTION ACTIVITY OR AN OUTAGE AFFECTS THE SAFETY OF OCCUPANTS, TELEPHONE /DATA /FIRE ALARM EQUIPMENT OR COMPONENTS OF ANY SYSTEM WHICH SUPPORTS THIS EQUIPMENT OR ESSENTIALLY AFFECTS THE BUILDING MANAGEMENT, OPERATIONS OR SECURITY. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 5. EXISTING INFORMATION SHOWN ON THE DRAWINGS HAS BEEN TAKEN FROM OWNER FURNISHED DRAWINGS AND /OR LIMITED FIELD OBSERVATIONS. CATOR, RUMA & ASSOCIATES IS NOT RESPONSIBLE FOR THE ACCURACY OF ANY INFORMATION OR THE ADEQUACY, SAFETY AND CONFORMANCE TO CURRENT PREVAILING CODES OF ANY WORK SHOWN AS EXISTING ON THESE DRAWINGS. 6. PROVIDE SEPARATE INSULATED GROUNDING CONDUCTOR W ALL FEEDER, HOMERUN AND BRANCH CIRCUITS. DEMOLITION NOTES: 1. CONTRACTOR SHALL VISIT SITE TO DETERMINE AND COORDINATE THE EXACT EXTENT OF DEMOLITION TO FACILITATE ALL WORK INDICATED BY THE CONTRACT DOCUMENTS PRIOR TO QUOTATION. NO EXTRAS WILL BE ALLOWED FOR WORK REQUIRED TO ACHIEVE THE END RESULT AS INDICATED BY THE CONTRACT DOCUMENTS. REWORK EXISTING TERMINATIONS, CONNECTIONS, CONDUIT, WIRING, ETC. TO ACCEPT NEW WORK. MAINTAIN CIRCUIT CONTINUITY TO EXISTING CIRCUITS AND DEVICES TO REMAIN OR BE RELOCATED. PRIOR TO COMMENCEMENT OF ANY DEMO WORK, CONFIRM EXISTING CONDITIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES FOR RESOLUTION. 2. ALL ITEMS IDENTIFIED TO BE REMOVED SHALL BE REMOVED IN THEIR ENTIRETY INCLUDING ALL WIRING AND EXPOSED CONDUIT AND CONDUIT SUPPORTS BACK TO POINT OF ORIGIN OR NEXT DEVICE TO REMAIN. REMOVED ITEMS SHALL BE TURNED OVER TO THE OWNER, UNLESS NOTED OTHERWISE, AND STORED IN THE AREA DESIGNATED BY THE OWNER. REMOVE FROM SITE AND LEGALLY DISPOSE OF ALL ITEMS THE OWNER CHOOSES NOT TO ACCEPT. 3. WHERE EXISTING CONDUITS ARE SHOWN TO BE REMOVED AND HAVE BEEN ROUTED IN CONCRETE FLOOR SLABS, CONCRETE WALLS OR CONCRETE CEILINGS, THEY SHALL BE CUT BACK FLUSH WITH CONCRETE. FILL WITH GROUT TO ACHIEVE A SMOOTH AND EVEN FINISH FLUSH WITH CONCRETE SURFACE AFTER CONDUCTORS HAVE BEEN REMOVED. 4. REUSE EXISTING CONDUIT WHERE CURRENT NEC AND LOCAL CODE REQUIREMENTS ARE MAINTAINED. PROVIDE NEW CONDUIT AND WIRE FOR NEW INSTALLATIONS AND EXTENSION OF EXISTING INSTALLATIONS. REUSE EXISTING CONDUIT IN PLACE, DO NOT REINSTALL EXISTING CONDUIT. PROVIDE LABELING PER SPECIFICATIONS FOR REUSED CONDUIT. 5. WHERE EXISTING DEVICES, SWITCHES, MOTOR CONNECTIONS, ETC. ARE TO BE REMOVED FROM WALLS WHICH ARE REMAINING, WALLS SHALL BE PATCHED TO MATCH ORIGINAL FINISH. BLANK COVERPLATES OVER EXISTING BOXES ARE NOT ACCEPTABLE, UNLESS NOTED OTHERWISE. ONE -LINE DIAGRAM NOTES; 1. PANELSOARDS INDICATED ON ONE LINE DIAGRAMS DO NOT SHOW ALL BRANCH CIRCUITS. REFER TO PANELBOARD SCHEDULE(S) 2. EQUIPMENT SHOWN SHADED REPRESENTS STAND -BY POWERED SERVICES No Mika 0 N REMOVE EXISTING PANEL. PROVIDE NEW PANEL WITH NEW CONDUCTORS AND WIRES AS INDICATED. CONTRACTOR MAY REUSE EXISTING CONDUIT WHERE FEASIBLE. REFER TO SHEET E -401 FOR MORE INFORMATION. <✓' PROVIDE THREE PHASE DIGITAL RECORDING CIRCUIT ANALYZER (DRANETZ 808, BMi 3030 OR EQUAL) ON INDICATED PANEL FEEDERS FOR A PERIOD OF THIRTY DAYS PRIOR TO THE START OF CONSTRUCTION TO VERIFY EXISTING LOAD. CIRCUIT ANALYZER SHALL RECORD VOLTAGE, AMPERAGE, KVA AND POWER FACTOR FOR EACH PHASE AND AVERAGE FOR ALL PHASES. ANALYZER SHALL ALSO RECORD A PER DAY MAXIMUM DEMAND. THE CONTRACTOR SHALL COMPILE A SUMMARY REPORT LISTING MAXIMUM READINGS AND SUBMIT THE REPORT AND TAPE TO THE ENGINEER. ANALYZER SHALL HAVE BEEN CALIBRATED IN PREVIOUS 60 DAYS. SUBMIT DOCUMENTATION OF CALIBRATION ALONG WITH LOAD TAPES TO ENGINEER. DPA Project. 10907.00.000 CCk�YRIGHT 201tl - OAViS PARTNERSHIP, P.C. p ♦ Deriver 2301 Blake Street, Suite 100 I Denver, CO 80205 303.861.8555 Vail 0225 Main Street, Unit C101 Tdwards, CO 81632 970.926.8960 � Consultant 40A LIFE SAFETY BRANCH 4#4,#8G THHN-1"C. 4#4,#8G THHN-1"C. REI STRUCTURAL P.O. BOX 8009 AVON, COLORADO 81620 970.748.0711 F.970.748.0722 CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET LAKEWOOD, CO 80401 303.232.6200 F.303.232.3701 2nd FLOOR ELECTRICAL ROOM TOVCOMMENTS 10SEP10 I "EMCC" (SQUARE D QMB — SAFELEX) 120/208V, 30, 4W 50% NEUTRAL 400A "EDP" (SQUARE D QMB — SAFELEX) 120/208V, 30, 4W 600A 1 — Project lnformatlol� EM GENERATOR 150 KW, 0.8 PF 188 KVA, 520A 208-12OV,30,4W 150A MAX/PH ON TESTING 10/9/96 TO MAIN DISTRIBUTION PANEL "MDP" Vail Valley Medical Eenter RESEARCH INSTITUTE RESEARCH LABORATORY A SCALE: NONE NUNN 4 1 9 - to] vto [f I m Sheet Information Sheet Title: ELECTRICAL ONE-LINE DIAGRAM EAST - EM POWER FAVE , eWf] J tl] Sheet Number: Cator, Ruma & Assoc. FILENAME:P:\VVMC\2010-159 SPRI RESEARCH LAB\CAD\ELEC\P—lLINE.DWG — E2.02 PLOT: 09/08/2010 @ 4:16pm REV: 09/08/2010 CAD: JRG XREF: tb.dwg lline.dwg bg2.dwg dist2.dwg SECOND FLOOR DISTRIBUTION PLAN SCALE: NONE DPA Project: 10907.00.000 COPYRIGHT 2010 -WAS PARTNERSHP, P.C. li Iii s, E ll�;;fl�11 1 C0ns[11tant REI STRUCTURAL P.O. BOX 8009 AVON, COLORADO 81620 970.748.0711 F.970.748.0722 T >D z z !! ii OFFICE 13 13 -� HUMAN PERF. LAB � i i= =- i ®a i \ 93 93 93 i------- -_ -_ -- T IW T T i i ii _ TOILET SHOWER 4Q� fi ® ��, i j I - - - -- --- - - - - -' f i f d ----- _____ --, i r'ANT T 13q" r _--- _ - - - -- -- I i OILET HOWER N N N N N ! J � i ,- --------------_--------------_--- _--__ N f j OFFI i t 93 j IL -' z N N OFFICE ;, ® T T t fi T /J ii f3� ir1� i ! ! i I ra`� i ii 11 It _ -- _ -___ -- _- _ ---- _ - -' � � -- �'i� {� -° ----------------- _ � ftFI _ - S �" ! i f i Ei t RAGE i E! TELL J !1 ii i !i � Ef it li II �- i��= ;��H3L_ - -�J T T Z z z I IL=�J !i ii ifti r °�1 414E I iV j i lISI E� it � f N TR Y E( II S —H SPORTS f! ® I� T T T j E ® STORAGEb z F -71 ;r 1 ! ® a <_ �____--- ----- --- ---- --- - - - - - -- __ -_- ! Z Z it RECEPTION �� OFFICE ; - ST`OgE Liiz === HALL T ® -1 H -.� I I � ii f i =_� -• �� EI i t ! ® ' E T E T 1 E z 1 i i i ! /fir i � � � � ' x N B ASEMENT z E __ -0 E Z 0 N ', I I 1 i I E PARTIAL BASEMENT LEVEL LIGHTING P1 At4 N DEMOLITION ilassm NNENN GENERAL NOTES: goal 1. WORK INCLUDED IN THE CONTRACT iS DENOTED IN BOLD. EXISTING CONDITIONS TO E so REMAIN ARE DENOTED LIGHTLY. 2. PROTECT STRUCTURE AND OWNER EQUIPMENT FROM DAMAGE. IMMEDIATELY REPLACE s MWEE OR REPAIR, TO ORIGINAL CONDITION, DAMAGE CAUSED BY THE CONTRACTOR WHETHER EQUIPMENT APPEARS TO BE CURRENTLY IN USE OR NOT, UNLESS WRITTEN AUTHORIZATION FROM THE OWNER INDICATED OTHERWISE. PREPARE LISTING OF ALL EXISTING DAMAGED ITEMS AND SUBMIT TO OWNER PRIOR TO BEGINNING WORK. 3. FiRE SEAL ALL FIRE RATED WALL AND FLOOR PENETRATIONS. REFER TO DAV ARCHITECTURAL DRAWINGS FOR FiRE RATED WALLS. 4. COORDINATE EXACT REQUIREMENTS AND LOCATIONS OF MECHANICAL EQUIPMENT WITH PARTNE RSHIP MECHANICAL DRAWINGS AND MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN AND ORDERING MATERIALS OR EQUIPMENT. ARCHITECTS 5. EXISTING INFORMATION SHOWN ON THE DRAWINGS HAS BEEN TAKEN FROM OWNER FURNISHED DRAWINGS AND /OR LIMITED FIELD OBSERVATIONS. CATOR, RUMA & ASSOCIATES IS NOT RESPONSIBLE FOR THE ACCURACY OF ANY INFORMATION OR THE Denver 2301 Blake Street, Suite 100 ADEQUACY, SAFETY AND CONFORMANCE TO CURRENT PREVAILING CODES OF ANY Denver, CO 80205 303.861.8555 WORK SHOWN AS EXISTING ON THESE DRAWINGS. 6. PROVIDE SEPARATE INSULATED GROUNDING CONDUCTOR IN ALL FEEDER, HOMERUN Vail 0225 Main Street, Unit C101 I Edwards, CO 81632 970.926.8960 AND BRANCH CIRCUITS. 1 C0ns[11tant REI STRUCTURAL P.O. BOX 8009 AVON, COLORADO 81620 970.748.0711 F.970.748.0722 T >D z z !! ii OFFICE 13 13 -� HUMAN PERF. LAB � i i= =- i ®a i \ 93 93 93 i------- -_ -_ -- T IW T T i i ii _ TOILET SHOWER 4Q� fi ® ��, i j I - - - -- --- - - - - -' f i f d ----- _____ --, i r'ANT T 13q" r _--- _ - - - -- -- I i OILET HOWER N N N N N ! J � i ,- --------------_--------------_--- _--__ N f j OFFI i t 93 j IL -' z N N OFFICE ;, ® T T t fi T /J ii f3� ir1� i ! ! i I ra`� i ii 11 It _ -- _ -___ -- _- _ ---- _ - -' � � -- �'i� {� -° ----------------- _ � ftFI _ - S �" ! i f i Ei t RAGE i E! TELL J !1 ii i !i � Ef it li II �- i��= ;��H3L_ - -�J T T Z z z I IL=�J !i ii ifti r °�1 414E I iV j i lISI E� it � f N TR Y E( II S —H SPORTS f! ® I� T T T j E ® STORAGEb z F -71 ;r 1 ! ® a <_ �____--- ----- --- ---- --- - - - - - -- __ -_- ! Z Z it RECEPTION �� OFFICE ; - ST`OgE Liiz === HALL T ® -1 H -.� I I � ii f i =_� -• �� EI i t ! ® ' E T E T 1 E z 1 i i i ! /fir i � � � � ' x N B ASEMENT z E __ -0 E Z 0 N ', I I 1 i I E PARTIAL BASEMENT LEVEL LIGHTING P1 At4 N DEMOLITION CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET 1. UNLESS NOTED OTHERWISE, BOLD ITEMS INDICATE EQUIPMENT, DEVICES, ETC. TO BE LAKEWOOD, CO 80401 REMOVED. 303.232.6200 F.303.232.3701 2. DEMOLITION DRAWINGS MAY NOT SHOW EVERY ITEM TO BE DEMOLISHED. CONTRACTOR SHALL VISIT SITE TO DETERMINE AND COORDINATE THE EXACT EXTENT OF DEMOLITION TO FACILITATE ALL WORK INDICATED BY THE CONTRACT DOCUMENTS PRIOR TO QUOTATION. NO EXTRAS WILL BE ALLOWED FOR WORK REQUIRED TO ACHIEVE THE END RESULT AS INDICATED BY THE CONTRACT DOCUMENTS. REWORK EXISTING TERMINATIONS, CONNECTIONS, CONDUIT, WIRING, ETC. TO ACCEPT NEW WORK. MAINTAIN CIRCUIT CONTINUITY TO EXISTING CIRCUITS AND DEVICES TO REMAIN OR BE RELOCATED. PRIOR TO COMMENCEMENT OF ANY DEMO WORK, CONFIRM EXISTING CONDITIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES FOR RESOLUTION. 3. ALL ITEMS IDENTIFIED TO BE REMOVED SHALL BE REMOVED IN THEIR ENTIRETY INCLUDING ALL WIRING AND EXPOSED CONDUIT AND CONDUIT SUPPORTS BACK TO POINT OF ORIGIN OR NEXT DEVICE TO REMAIN. REMOVED ITEMS SHALL BE TURNED OVER TO THE OWNER, UNLESS NOTED OTHERWISE, AND STORED IN THE AREA DESIGNATED BY THE OWNER. REMOVE FROM SiTE AND LEGALLY DISPOSE OF ALL ITEMS THE OWNER CHOOSES NOT TO ACCEPT. 4. WHERE EXISTING CONDUITS ARE SHOWN TO BE REMOVED AND HAVE BEEN ROUTED IN CONCRETE FLOOR SLABS, CONCRETE WALLS OR CONCRETE CEILINGS, THEY SHALL BE CUT BACK FLUSH WITH CONCRETE. FILL WITH GROUT TO ACHIEVE A SMOOTH AND EVEN FINISH FLUSH WITH CONCRETE SURFACE AFTER CONDUCTORS HAVE BEEN REMOVED. 5. REUSE EXISTING CONDUIT WHERE CURRENT NEC AND LOCAL CODE REQUIREMENTS ARE MAINTAINED. PROVIDE NEW CONDUIT AND WIRE FOR NEW INSTALLATIONS AND EXTENSION OF EXISTING INSTALLATIONS. REUSE EXISTING CONDUIT IN PLACE, DO NOT REINSTALL �trtlti ltaEp� EXISTING CONDUIT. PROVIDE LABELING PER SPECIFICATIONS FOR REUSED CONDUIT. 0 �REf��tr 6. WHERE EXISTING DEVICES, SWITCHES, MOTOR CONNECTIONS, ETC. ARE TO BE REMOVED �, „• °tt;;. FROM WALLS WHICH ARE REMAINING, WALLS SHALL BE PATCHED TO MATCH ORIGINAL ~j,•` i't0 FINISH. BLANK COVERPLATES OVER EXISTING BOXES ARE NOT ACCEPTABLE, UNLESS , NOTED OTHERWISE. 36245 M 61EP - 8 Za * •� mac/ e IONA LIGHTING PLAN NOTES: 1. REFER TO ARCHITECTURAL ELEVATIONS AND REFLECTED CEILING PLANS FOR EXACT MOUNTING LOCATIONS OF DEVICES AND LUMINAIRES. 2. COORDINATE LUMINAIRE LOCATIONS WITH MECHANICAL PIPING, DUCTWORK, ETC., TO AVOID CONFLICTS. SEE SPECIFICATIONS FOR COORDINATION REQUIREMENTS. TOV COMMENTS 10SEP10 1 3. CIRCUITS MAY BE COMBINED INTO HOMERUNS OF UP TO SIX (6) CURRENT CARRYING CONDUCTORS, INCLUDING NEUTRALS, UNLESS OTHERWISE INDICATED. PROVIDE A DEDICATED NEUTRAL CONDUCTOR FOR EACH 120V AND 277V SINGLE PHASE CIRCUIT. PROVIDE STRIPING FOR FULL LENGTH OF NEUTRAL CONDUCTOR INSULATION TO MATCH THE COLOR CODE OF THE ASSOCIATED PHASE CONDUCTOR. SEE SPECIFICATION FOR COLOR CODES. 4 • FIELD COORDINATE EXACT LOCATION OF CEILING MOUNTED OCCUPANCY SENSORS PER MANUFACTURER'S INSTRUCTIONS. THE LOCATIONS OF THE OCCUPANCY SENSORS ON THE DRAWINGS ARE DIAGRAMMATIC. 5. UNDER CABINET LUMINAIRES SHALL BE CONNECTED TO NEAREST 120V NORMAL CIRCUIT UON. 6. PROVIDE OCCUPANCY SENSORS AS FOLLOWS: PIR: WALL MOUNTED PASSIVE INFRARED, WATTSTOPPER PW -100 -1 OR EQUAL DT2: WALL MT DUAL TECHNOLOGY DUAL RELAY, WATTSTOPPER DW -200 -1 OR EQUAL DT2C: CEILING MT DUAL TECH, WATTSTOPPER DT -200 -1 OR EQUAL PROVIDE POWER PACKS WHEN REQUIRED FOR A COMPLETE INSTALLATION. KEY NOTES: LUMINAIRES IN ROOM NOTED TO BE TWO -LEVEL SWITCHED OR UTILIZE TWO -STEP DIMMING BALLAST. INSIDE LAMP(S) SWITCHED TOGETHER, OUTSIDE LAMPS SWITCHED TOGETHER. < 2` > PROVIDE LUTRON NOVA T -STAR 150OW INCANDESCENT DIMMER: NT- 1500 -X, COLOR TO MATCH DEVICES. EXAM LIGHT PROVIDED BY CONTRACTOR. RE: LUMINAIRE SCHEDULE. EXAM LIGHT CONTROLLER. PROVIDE CONNECTION TO EXAM LIGHT /CAMERA AS REQUIRED BY TRUMPF VENDOR DRAWINGS. PROVIDE NEW SWITCH AND RECONFIGURE SWITCHING CONTROL OF CORRIDOR LIGHTING TO ACCOMMODATE NEW DOOR. 6 PROVIDE NEW OCCUPANCY SENSOR TO REPLACE EXISTING SWITCH FOR CONTROL OF UGHTING IN NEW RESTROOM. Project, inforn-ation Vail Valley Medical Center R ESE AR CH R ESE AR CH LA 1 81 W Meado C olorado 816 Sheet information Sheet Title: .�.� LEV LI P TOV Comments 20 AUG 2010 Sheet Number: � i�lTll Cotor, Rumo & Assoc. FILENAME: P: \VVMC \2010 -159 SPRI RESEARCH LAB \CAD \ELEC \P- LTGG.DWG - E3.01 PLOT- 09/08/2010 @ 4:17pm REV: 09/08/2010 CAD: JRG XREF: tb.dwg clgg.dwg xc1gg- rcp- 10907.dwg bgg.dwg xbgg- fp- 10907.dwg xbgg - demo- 10907.dwg Itgg.dwg DPA Project: 10907.00.000 COPYRIGHT 2010 - DAVIS PARTNERSHP. P.C. s : I e 6 101 i r i 1 AA -5 1 AA -5 0 -®-1 AB -22 ([Q 1AB -16,18 1AA -5 250V,11 0 I i � � t � � 1 j I ! F 1 AA-1 1 AA -11 --- O { 1AA -1 i �1 AA- 5 S S S OFFICE If It 1AA -5 �1AA -1 E PGBLIAB- HUMAN! PERF. LAB 2,4,6 1AA -11 - CYBOX DISCONNECT NORM /770 1AA -9 --- ___- ________ PANEL =9 "PGBL1AB" Q Q 1A3 -19,21 �� 1AB?1,3 1AA -3 1AA -11 �`J� 1M E 'IAA -1 - - "1A3 -, r - - -= AC /GFII 1 AA -3 T OILET 1A3 -9 AC /GFI 1A3 -7 1AA -9 1A3 -9 L SHOWER t_i 1A3 -1 6FFiCE 1A3 -9 1A3 -9 IAA -1 ii _____! 1A3 -27 Li - --- - - - - - -- E E 1A3 -17 I AID TRY @1A3 -9 I _ 1 A3 -4 TOILET 1A3 -2 SHOWER � 1AA -7 1A2 -7 1A3 -5 1A3 -7 1A3 -3 1A3 -1 ! \ l 1 1 COPIER ! 1AA -1 i' = = tA2 -4 1A2 -4 1A2 -2 1A2 -8 1A2 -6 -- _-- _ -_ --- _, 1 1AA -27 ' OFFICE � i ! � ~� 1 AA�9 k1_ 1AA -19 1AA -17 ! !! �•' ii ii '� Ei if 1A3 -8 - JI! OFFICE �\ 'W -19 IAA -19 i i I[ `.\ !!IAA -36r .� 1AA -26 1A2 -5 1A2 -3 1A2 -1 1A ! { 1 AA -19 i it ` ! ! ii ` -s---- - - -_ -- �� - ----- - ----- -- - -�__-- EI _. A Fl �,f 1A IAA -23 -36 �� i Ei 1A -6 +� 11 TA 34 � ~ Ir ! ! ! i � E 1A -20 ! E ! ! i !; i I STORAGE ! i 1A ��ICE E! 1AA -31 ! ` E! I! ! i AC � 1 AA -36E ! i ! =,�J ! ! ! 1 AA -36 fc 1A -22 11F - i 1AA -25 o lJJ 111 t = - " Eia! I 1AA -23 1iiii° I f It ! 11 ��AAI�� " FR I 1 AA- 244 1 AA -12 ! ! E # 1 AA- 35,37 I I 1AA -8 S -H SPORTS 50A i i f i 1AA - (g) 125/250Vi { j IAA -42 i 1 1AA -20 STORAGE ` 1 AA -2 { i r i i AC 1AA - 22 �� 1AA -22 AC 1 AA- 38 1AA -10 1AA -40 EM1C -6 j; AC AC AC AC /RED IAA -24 .._--- - ______ - - - -_ = _= ___-_- `__- .- r -____, __ - IAA -22 ! -� 1AA -12 ' } IAA -J§ i I 1AA -14 - 1AA -$ 1AA -121 1 ( 1AA -2 °11 Ems_` GE pp RECEPTICO O DICE 1 c 1AA -12 � _ = =-4 t it E ! ! ! I E j E ! ! PANEL "PG -131_1 A" i PANEL "PC- BL1AA" (M Isi tI II C:D 0 fi 0 "PG -131_1 A3 "PG -BL1 A2" 0 CIRCUIT # KEY PG -BH1A = H1A PG -BL1A = 1A PG -BL1AA = 1AA PG -BL1AB = 1AB PG -BL1A2 = 1A2 PG -BL1A3 = 1A3 a 1A -12 L-1 0 a PARTIAL BASEMENT LEVEL POW ER & SYSTEMS DEMOLITION PLAN N SCALE e + PARTIAL BASEMENT LEVEL POW ER & SYSTEMS PLAN N e 58050 MONNO ER unnom A a WA Denver { 2301 Blake Street, Suite 100 I Denver, CO 80205 303.861.8555 Vail 0225 Main Street, Unit 0101 Edwards, CO 81632 970.926.8960 C,onSLlltAlit REI STRUCTURAL P.O. BOX 8009 AVON, COLORADO 81620 970.748.0711 F.970.748.0722 CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET LAKEWOOD, CO 80401 303.232.6200 F.303.232.3701 R _ 35245 0,1EP - 8 2QfQ: /1;.'ONAL TOV COMMENTS 10SEP10 1 TOV Comments 20 AUG 2010 Sheet Number: Cotor, Rumo & Assoc. FILENAME: P: \VVMC \2010 - 159 SPRI RESEARCH LAB \CAD \ELEC \P PWRG.DWG - E4.01 PLOT: 09/08/2010 @ 4:17pm REV: 09/08/2010 CAD: JRG XREF: tb.dwg bgg.dwg xbgg- fp- 10907.dwg xbgg - demo- 10907.dwg pwrg.dwg xclgg- rcp- 10907.dwg hvg.dwg hvg.dwg ppg.dwg 1. WORK INCLUDED IN THE CONTRACT IS DENOTED IN BOLD. EXISTING CONDITIONS TO REMAIN ARE DENOTED LIGHTLY. 2. PROTECT STRUCTURE AND OWNER EQUIPMENT FROM DAMAGE. IMMEDIATELY REPLACE OR REPAIR, TO ORIGINAL CONDITION, DAMAGE CAUSED BY THE CONTRACTOR WHETHER EQUIPMENT APPEARS TO BE CURRENTLY IN USE OR NOT, UNLESS WRITTEN AUTHORIZATION FROM THE OWNER INDICATED OTHERWISE. PREPARE LISTING OF ALL EXISTING DAMAGED ITEMS AND SUBMIT TO OWNER PRIOR TO BEGINNING WORK. 3. FIRE SEAL ALL FIRE RATED WALL AND FLOOR PENETRATIONS. REFER TO ARCHITECTURAL DRAWINGS FOR FIRE RATED WALLS. 4. COORDINATE EXACT REQUIREMENTS AND LOCATIONS OF MECHANICAL EQUIPMENT WITH MECHANICAL DRAWINGS AND MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN AND ORDERING MATERIALS OR EQUIPMENT. 5. A DETAILED WRITTEN METHOD OF PROCEDURE IS REQUIRED WHEN A CONSTRUCTION ACTIVITY OR AN OUTAGE AFFECTS THE SAFETY OF OCCUPANTS, TELEPHONE /DATA /FIRE ALARM EQUIPMENT OR COMPONENTS OF ANY SYSTEM WHICH SUPPORTS THIS EQUIPMENT OR ESSENTIALLY AFFECTS THE BUILDING MANAGEMENT, OPERATIONS OR SECURITY. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 6. EXISTING INFORMATION SHOWN ON THE DRAWINGS HAS BEEN TAKEN FROM OWNER FURNISHED DRAWINGS AND /OR LIMITED FIELD OBSERVATIONS. CATOR, RUMA & ASSOCIATES 1S NOT RESPONSIBLE FOR THE ACCURACY OF ANY INFORMATION OR THE ADEQUACY, SAFETY AND CONFORMANCE TO CURRENT PREVAILING CODES OF ANY WORK SHOWN AS EXISTING ON THESE DRAWINGS. 7. PROVIDE SEPARATE INSULATED GROUNDING CONDUCTOR IN ALL FEEDER, HOMERUN AND BRANCH CIRCUITS. 1. UNLESS NOTED OTHERWISE, BOLD ITEMS INDICATE EQUIPMENT, DEVICES, ETC. TO BE REMOVED. 2. DEMOLITION DRAWINGS MAY NOT SHOW EVERY ITEM TO BE DEMOLISHED. CONTRACTOR SHALL VISIT SITE TO DETERMINE AND COORDINATE THE EXACT EXTENT OF DEMOLITION TO FACILITATE ALL WORK INDICATED BY THE CONTRACT DOCUMENTS PRIOR TO QUOTATION. NO EXTRAS WILL BE ALLOWED FOR WORK REQUIRED TO ACHIEVE THE END RESULT AS INDICATED BY THE CONTRACT DOCUMENTS. REWORK EXISTING TERMINATIONS, CONNECTIONS, CONDUIT, WIRING, ETC. TO ACCEPT NEW WORK. MAINTAIN CIRCUIT CONTINUITY TO EXISTING CIRCUITS AND DEVICES TO REMAIN OR BE RELOCATED. PRIOR TO COMMENCEMENT OF ANY DEMO WORK, CONFIRM EXISTING CONDITIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES FOR RESOLUTION. 3. ALL ITEMS IDENTIFIED TO BE REMOVED SHALL BE REMOVED IN THEIR ENTIRETY INCLUDING ALL WIRING AND EXPOSED CONDUIT AND CONDUIT SUPPORTS BACK TO POINT OF ORIGIN OR NEXT DEVICE TO REMAIN. REMOVED ITEMS SHALL BE TURNED OVER TO THE OWNER, UNLESS NOTED OTHERWISE, AND STORED IN THE AREA DESIGNATED BY THE OWNER. REMOVE FROM SITE AND LEGALLY DISPOSE OF ALL ITEMS THE OWNER CHOOSES NOT TO ACCEPT. 4. WHERE EXISTING CONDUITS ARE SHOWN TO BE REMOVED AND HAVE BEEN ROUTED IN CONCRETE FLOOR SLABS, CONCRETE WALLS OR CONCRETE CEILINGS, THEY SHALL BE CUT BACK FLUSH WITH CONCRETE. FILL WITH GROUT TO ACHIEVE A SMOOTH AND EVEN FINISH FLUSH WITH CONCRETE SURFACE AFTER CONDUCTORS HAVE BEEN REMOVED. 5. REUSE EXISTING CONDUIT WHERE CURRENT NEC AND LOCAL CODE REQUIREMENTS ARE MAINTAINED. PROVIDE NEW CONDUIT AND WIRE FOR NEW INSTALLATIONS AND EXTENSION OF EXISTING INSTALLATIONS. REUSE EXISTING CONDUIT IN PLACE, DO NOT REINSTALL EXISTING CONDUIT. PROVIDE LABELING PER SPECIFICATIONS FOR REUSED CONDUIT. 6. RELOCATED EQUIPMENT AND DEVICES ARE TO BE CLEANED OF ALL FOREIGN MATERIAL. REPLACE EQUIPMENT OR DEVICES WHICH ARE DEFECTIVE OR DAMAGED DURING RELOCATION. 7. WHERE EXISTING DEVICES, SWITCHES, MOTOR CONNECTIONS, ETC. ARE TO BE REMOVED FROM WALLS WHICH ARE REMAINING, WALLS SHALL BE PATCHED TO MATCH ORIGINAL FINISH. BLANK COVERPLATES OVER EXISTING BOXES ARE NOT ACCEPTABLE, UNLESS NOTED OTHERWISE. 1. MAKE ALL FINAL ELECTRICAL CONNECTIONS TO EQUIPMENT REQUIRING ELECTRICAL CONNECTION. THIS SHALL INCLUDE BUT NOT BE LIMITED TO ALL MECHANICAL, KITCHEN, AND OTHER EQUIPMENT INCLUDED IN THIS PROJECT. 2. PROVIDE FUSES SIZED PER EQUIPMENT MANUFACTURER'S REQUIREMENTS. 3. DISCONNECT SWITCH LOCATIONS ARE SHOWN DIAGRAMMATICALLY AND SHALL BE INSTALLED IN ACCESSIBLE LOCATIONS TO SUIT EQUIPMENT AND SPACE. DISCONNECT SWITCHES SHALL BE WITHIN SIGHT OF THE EQUIPMENT THEY SERVE AND MOUNTED AT 6' -3 ", MAXIMUM, TO TOP OF CABINET. MAINTAIN NEC WORK SPACE REQUIREMENTS. 4. RECEPTACLES AND /OR DEVICES INDICATED TO BE MOUNTED ABOVE COUNTER ARE TO BE MOUNTED 6" ABOVE COUNTER PER ARCHITECTURALS. ORIENTATION SHALL MATCH EXISTING. 5, PROVIDE 4" SQUARE OUTLET BOX, SINGLE GANG MUD RING AND BLANK SINGLE GANG COVER PLATE FOR ALL INDIVIDUAL TELEPHONE, DATA, COMBINATION TELE /DATA AND TELEVISION OUTLETS. ROUTE 1" CONDUIT WITH PULL WIRE TO 6" ABOVE ACCESSIBLE CEILING. PROVIDE INSULATED THROAT CONNECTOR ON CONDUIT END. 6. COORDINATE AND VERIFY EXACT MOUNTING LOCATIONS OF WALL AND FLOOR DEVICES WITH ARCHITECTURAL ELEVATIONS, AND ANY FURNITURE OR SPECIALTY EQUIPMENT SUPPLIER DRAWINGS PRIOR TO ROUGH -IN. 7. ALL DEVICES FED FROM AN EMERGENCY CIRCUIT SHALL BE RED. 8. NO RECEPTACLES SHALL BE MOUNTED BELOW +18" AFF, UNLESS NOTED OTHERWISE. 9. REVISE OR PROVIDE NEW PANEL AND CIRCUITING LABELING ON EXISTING CONDUITS ASSOCIATED WITH AREA OF WORK AND NEW JUNCTION BOXES. 10. PROVIDE KROY TYPE LABELS INDICATING PANELS AND CIRCUITING ON FRONT OF RECEPTACLE AND SWITCH COVERPLATES. 11. REVISE OR PROVIDE NEW SYSTEMS LABELING ON EXISTING AND NEW JUNCTION BOXES. 12. DATA, VOICE, AND CABLE TV CABLING AND DEVICES NIC, CABLING AND DEVICES PROVIDED BY OWNER'S CABLING VENDOR. 13. PAGING SYSTEM DEVICES AND CABLING TO BE PROVIDED BY OWNER'S VENDOR. SPEAKERS SHALL BE WHITE. NEW PAGING SYSTEM DEVICES AND CABLING SHALL MATCH EXISTING. 14. SECURITY SYSTEM DEVICES AND CABLING TO BE PROVIDED BY OWNER'S SECURITY VENDOR. NEW SECURITY SYSTEM DEVICES AND CABLING SHALL MATCH EXISTING. COORDINATE LOCATION AND REQUIREMENTS OF BACKBOXES AND CONDUIT WITH OWNER'S SECURITY VENDOR. 15. PROVIDE J -HOOK SUPPORTS 4 FT. O.C. SPACING ABOVE ACCESSIBLE CEILING FOR LOW VOLTAGE CABLING. COORDINATE LOCATION WITH OWNER'S VENDORS. 16. CIRCUITS MAY BE COMBINED INTO HOMERUNS OF UP TO SIX (6) CURRENT CARRYING CONDUCTORS, INCLUDING NEUTRALS, UNLESS OTHERWISE INDICATED. PROVIDE A DEDICATED NEUTRAL CONDUCTOR FOR EACH 120V AND 277V SINGLE PHASE CIRCUIT. PROVIDE STRIPING FOR FULL LENGTH OF NEUTRAL CONDUCTOR INSULATION TO MATCH THE COLOR CODE OF THE ASSOCIATED PHASE CONDUCTOR. SEE SPECIFICATION FOR COLOR CODES. 'ail Valley Medical KEY NOTES: tenter V PROVIDE STEEL SINGLE CHANNEL RACEWAY BY WIREMOLD 6000 SERIES, OR EQUIVALENT, WITH RECEPTACLES INDICATED ON PLANS. MOUNT RACEWAY AT +42 "AFF. < > CONTRACTOR TO PROVIDE CONNECTION TO ROBOT. OWNER SHALL PROVIDE ROBOT STET' DMAN'f 1 ILL(P �1' AND SPECIALTY TRANSFORMER. REFER TO MANUFACTURER FOR INSTALLATION REQUIREMENTS. RESEARCH INSTITUTE �3 NOT USED RESEARCH < � > REFER TO OWNER EQUIPMENT SCHEDULE FOR MACHINE ROOM EQUIPMENT. PROVIDE FLUSHED MOUNTED 6 "W X 3 "D RECESSED SCREW COVER WIREWAY IN WALL. LABORATORY EXTEND BOTTOM OF WIREWAY BELOW RAISED FLOOR WITH MINIMUM OF 3" X 6" OPENING. TOP OF FLUSH WIREWAY SHALL MATCH TOP OF HORIZONTAL WIRE TRAY WITH 6" X 3" OPENING IN COVER BEHIND WIRE TRAY. <�> PROVIDE 2" CONDUIT ROUTED IN CONCRETE TO UNDER RAISED FLOOR FOR OWNER BASE LE VEL CABLING. 7. PROVIDE GFI RECEPTACLES FOR ALL RECEPTACLES IN SHOP AREA. < PROVIDE (2) CEILING MOUNTED RECEPTACLE TYPE L5 -20R WITH CORD DROP WITH 1 81 W . Meadow Drive QUADPLEX RECEPTACLE FOR EACH CORD. MOUNT TWIST LOCK RECEPTACLE AND JBOX FOR TELE /DATA IN CEILING UTILITY SERVICE PANEL. REFER TO MECHANICAL Vail, Colorado DRAWINGS AND ELECTRICAL DETAILS FOR MORE INFORMATION. COORDINATE WITH OWNER FOR EQUIPMENT POWER REQUIREMENTS AND EXACT LOCATION PRIOR TO 657 ROUGH -IN. PROVIDE GROUND BAR UNDER RAISED FLOOR. PROVIDE GROUND CONNECTION ON RAISED FLOOR STANCHIONS APPROXIMATELY EVERY 10'. CONNECT BARE GROUND CONDUCTOR TO GROUND BAR, REFER TO DETAILS FOR UNDER RAISED FLOOR GROUNDING. PROVIDE #1 GROUND CONDUCTOR FROM GROUND BAR TO MAIN ELECTRICAL ROOM SERVICE GROUND. < 0> REPLACE EXISTING PANEL WITH NEW. PROVIDE NEW FEEDERS TO NEW LOCATION. CONNECT EXISTING LOADS TO REMAIN, NOT WITHIN AREA OF WORK, TO NEW PANEL. REFER TO PANEL SCHEDULES FOR MORE INFORMATION. • • <a> SEE PARKING GARAGE 3RD FLOOR FOR NEAREST EXISTING RECEPTACLE TO EXTEND EXISTING CIRCUIT PG- BL1A -16. Sheet Title: iakvjl��10 0 %qT To two 112 Jyj [6 ON A DPA Project: 10907.00,000 COPYRIGHT 2010 -DAMS PARTNERSHIP. P.C. 1. WORK INCLUDED IN THE CONTRACT IS DENOTED IN BOLD. EXISTING CONDITIONS TO REMAIN ARE DENOTED LIGHTLY. 2. PROTECT STRUCTURE AND OWNER EQUIPMENT FROM DAMAGE. IMMEDIATELY REPLACE OR REPAIR, TO ORIGINAL CONDITION, DAMAGE CAUSED BY THE CONTRACTOR WHETHER EQUIPMENT APPEARS TO BE CURRENTLY IN USE OR NOT, UNLESS WRITTEN AUTHORIZATION FROM THE OWNER INDICATED OTHERWISE. PREPARE LISTING OF ALL EXISTING DAMAGED ITEMS AND SUBMIT TO OWNER PRIOR TO BEGINNING WORK. 3. FIRE SEAL ALL FIRE RATED WALL AND FLOOR PENETRATIONS. REFER TO ARCHITECTURAL DRAWINGS FOR FIRE RATED WALLS. 4. COORDINATE EXACT REQUIREMENTS AND LOCATIONS OF MECHANICAL EQUIPMENT WITH MECHANICAL DRAWINGS AND MECHANICAL CONTRACTOR PRIOR TO ROUGH —IN AND ORDERING MATERIALS OR EQUIPMENT. 5. A DETAILED WRITTEN METHOD OF PROCEDURE IS REQUIRED WHEN A CONSTRUCTION ACTIVITY OR AN OUTAGE AFFECTS THE SAFETY OF OCCUPANTS, TELEPHONE /DATA /FIRE ALARM EQUIPMENT OR COMPONENTS OF ANY SYSTEM WHICH SUPPORTS THIS EQUIPMENT OR ESSENTIALLY AFFECTS THE BUILDING MANAGEMENT, OPERA11ONS OR SECURITY. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 6. EXISTING INFORMATION SHOWN ON THE DRAWINGS HAS BEEN TAKEN FROM OWNER FURNISHED DRAWINGS AND /OR LIMITED FIELD OBSERVATIONS. CATOR, RUMA & ASSOCIATES IS NOT RESPONSIBLE FOR THE ACCURACY OF ANY INFORMATION OR THE ADEQUACY, SAFETY AND CONFORMANCE TO CURRENT PREVAILING CODES OF ANY WORK SHOWN AS EXISTING ON THESE DRAWINGS. 7. PROVIDE SEPARATE INSULATED GROUNDING CONDUCTOR IN ALL FEEDER, HOMERUN AND BRANCH CIRCUITS. DEMOLITION NOTES: 1. UNLESS NOTED OTHERWISE, BOLD ITEMS INDICATE EQUIPMENT, DEVICES, ETC. TO BE REMOVED. 2. DEMOLITION DRAWINGS MAY NOT SHOW EVERY ITEM TO BE DEMOLISHED. CONTRACTOR SHALL VISIT SITE TO DETERMINE AND COORDINATE THE EXACT EXTENT OF DEMOLITION TO FACILITATE ALL WORK INDICATED BY THE CONTRACT DOCUMENTS PRIOR TO QUOTATION. NO EXTRAS WILL BE ALLOWED FOR WORK REQUIRED TO ACHIEVE THE END RESULT AS INDICATED BY THE CONTRACT DOCUMENTS. REWORK EXISTING TERMINATIONS, CONNECTIONS, CONDUIT, WIRING, ETC. TO ACCEPT NEW WORK. MAINTAIN CIRCUIT CONTINUITY TO EXISTING CIRCUITS AND DEVICES TO REMAIN OR BE RELOCATED. PRIOR TO COMMENCEMENT OF ANY DEMO WORK, CONFIRM EXISTING CONDITIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES FOR RESOLUTION. 3. ALL ITEMS IDENTIFIED TO BE REMOVED SHALL BE REMOVED IN THEIR ENTIRETY INCLUDING ALL WIRING AND EXPOSED CONDUIT AND CONDUIT SUPPORTS BACK TO POINT OF ORIGIN OR NEXT DEVICE TO REMAIN. REMOVED ITEMS SHALL BE TURNED OVER TO THE OWNER, UNLESS NOTED OTHERWISE, AND STORED IN THE AREA DESIGNATED BY THE OWNER. REMOVE FROM SITE AND LEGALLY DISPOSE OF ALL ITEMS THE OWNER CHOOSES NOT TO ACCEPT. 4. WHERE EXISTING CONDUITS ARE SHOWN TO BE REMOVED AND HAVE BEEN ROUTED IN CONCRETE FLOOR SLABS, CONCRETE WALLS OR CONCRETE CEILINGS, THEY SHALL BE CUT BACK FLUSH WITH CONCRETE. FILL WITH GROUT TO ACHIEVE A SMOOTH AND EVEN FINISH FLUSH WITH CONCRETE SURFACE AFTER CONDUCTORS HAVE BEEN REMOVED. 5. REUSE EXISTING CONDUIT WHERE CURRENT NEC AND LOCAL CODE REQUIREMENTS ARE MAINTAINED. PROVIDE NEW CONDUIT AND WIRE FOR NEW INSTALLATIONS AND EXTENSION OF EXISTING INSTALLATIONS. REUSE EXISTING CONDUIT IN PLACE, DO NOT REINSTALL EXISTING CONDUIT. PROVIDE LABELING PER SPECIFICATIONS FOR REUSED CONDUIT. 6. RELOCATED EQUIPMENT AND DEVICES ARE TO BE CLEANED OF ALL FOREIGN MATERIAL. REPLACE EQUIPMENT OR DEVICES WHICH ARE DEFECTIVE OR DAMAGED DURING RELOCATION. 7. WHERE EXISTING DEVICES, SWITCHES, MOTOR CONNECTIONS, ETC. ARE TO BE REMOVED FROM WALLS WHICH ARE REMAINING, WALLS SHALL BE PATCHED TO MATCH ORIGINAL FINISH. BLANK COVERPLATES OVER EXISTING BOXES ARE NOT ACCEPTABLE, UNLESS NOTED OTHERWISE. 1. LOCATE SMOKE DETECTORS PER NFPA 72 AND MANUFACTURERS REQUIREMENTS. THE LOCATIONS OF SMOKE DETECTORS ON THE DRAWINGS ARE DIAGRAMMATIC ONLY. DETECTORS SHALL NOT BE PLACED WITHIN 3` -0 OF ANY CEILING MOUNTED HVAC SUPPLY AIR DEVICE. � 0 � &0 i m W2 1: U01 0 111 Denver ( 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 0225 Main Street, Unit C101 E Edwards, CO 81632 970.926.8960 I Co REII STRUCTURAL i • BOX :019 AV ON , i •'•Ili 81620 CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET LAKEWOOD, CO 80401 303.232.6200 F.303.232.3701 ,��111ttt # p0 N -' t « * i•• •• err • ^yam i 38245' 2. NEW FIRE ALARM DEVICES SHALL MATCH EXISTING, UNLESS NOTED OTHERWISE. PROVIDE RE— PROGRAMMING OF SYSTEM AS REQUIRED TO ACCOMMODATE NEW DEVICES. REVISE EXISTING ANNUNCIATOR(S) AND GRAPHIC ZONE MAP(S) TO REFLECT PROJECT FIRE ALARM AND ARCHITECTURAL MODIFICATIONS. UPDATE GRAPHIC ZONE MAPS IN BOTH THE TOV COMMENTS 10SEP10 1 FIRE COMMAND CENTER AND ON THIS FLOOR AS REQUIRED. SUBMIT TO ENGINEER AND BUILDING /FIRE DEPARTMENTS FOR REVIEW PRIOR TO INSTALLATION. r p _ r,0jE'Ct h-1f01 1atios Vail Valley Medical Center R ESE AR CH R ESE AR CH IABO i ! M ead ow Colorado Sheet Information Sheet Title: !• L s 4 BA SEMEN LEVEL F PARTIAL BASEMENT LEVEL FIRE ALARM DEMOLITION PLAN SCALE 1 /8 " =1' -0" ___ 0 - 1 • i I>1 t' Sheet Number: E5.01 Cotor, Rumo & Assoc. FILENAME: P: \WMC \2010 -159 SPRI RESEARCH LAB \CAD \ELEC \P— FAG.DWG — E5.01 PLOT. 09/08/2010 0 4:18pm REV: 09/08/2010 CAD: JRG XREF: tb.dwg bgg.dwg xbgg— fp- 10907.dwg xbgg— demo— 10907.dwg fog.dwg N DPA Project: 10907.00.000 COPYRIGHT 2010 -DAMS PARTNERSHIP, P.C. Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 0225 Main Street, Unit C101 I Edwards, CO 81632 970.926.8960 CoI1SLIltar - REI STRUCTURAL P.O. BOX 8009 AVON, COLORADO 81620 970.748.0711 F.970.748.0722 CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET LAKEWOOD, CO 80401 303.232.6200 F.303.232.3701 �A \��11t1ItIII /1 tiryl/ 0 R Act 86,245 # i` 11111 1111 t T OV CO MMENTS Projef t Information Vail .",Valley .-M C ♦ ♦ R ATCEPW I"kESEARCH INSTITUTE RESEARCH L ABOR AT OR Y 1 81 W Meado Colorado • Sheet Information Sheet Title: Axweyfawn Sheet dumber: TOV Comments 20 AUG 2010 9 0%111 11, Cator, Ruma & Assoc. FILENAME: P: \VVMC \2010 -159 SPRI RESEARCH LAB \CAD \ELEC \P- ED.DWG - E6.01 PLOT: 09/08 /2010 @ 4:19pm REV: 09/08/2010 CAD: JRG XREF: tb.dwg DPA Project: 10907.00.000 COPYRIGHT 2010 -CAMS PARTNERSHIP, P.C. STRUCTURE TYPICAL TOP 9' -0" CEILING OR HIGHER O s} `� MD (( (( [�{ (-I TOP ( (( (� TYPICAL 8' -0" CEILING _ � � s ,� � � � � � � � 4 ,."' MD (( (( (( u 1/4" ALLTHREAD TO STRUCTURE PROVIDE DOUBLE CADDY BAR BOX /TEAR SUPPORTS BOTTOM OF DEVICE (( (( (( CEILING PROVIDE TWIST LOCK L5 -20R RECEPTACLE o w (( (( (( TOP OF CABINET (( (( I I JUNCTION BOX FLUSH MOUNTED AND SECURED TO STRUCTURE 4" SQ. B COMBO BOX o✓ TOP OF CABINET 1 NOTE: ALL DEVICES INDICATED TO BE FAC ]CONTROL PANELS INSTALLED AT DIFFERENT MOUNTING SERVICE UTILITY PANEL. RE: MECH DETAILS TWIST LOCK L5 -20R PLUG ® w HEIGHTS AND LOCATED WITHIN ONE TOP OF CABINET II (( STUD SPACE FROM EACH OTHER SHALL FAA Q TC � GzM ( ( (( ALIGN VERTICALLY, ON THE SAME SIDE OF THE STUD. WHERE WALL MOUNTED SECURE HUBBELL KELLEMS CORD GRIP TO BOX { T z s o E s E I! I I I I TELEPHONES OCCUR OVER LIGHT 0V TT (P�TP PTAPC ru ? U-j (( (( (( SWITCHES, VOLUME CONTROLS, ETC. 3-1 T cR ((� ( (( OFFSET ONE STUD SPACE. .r-- ° ❑ M S � v IAj M 0 �a- o t° a ° ° ((� ( (( 12 GAUGE -3 CONDUCTOR BLACK "SO" CORD o t o 1 00 io o <r iQ o -,0 (( ( ( I i I I 1 E 00 iw io % io LO 't - t (( (( �y 10 M d- 00 O "Co N 4 4- 00 00 n r` t° 1n 't r FINISHED FLOOR 1WODHEAD #3 00 SERI SINGLE GANG PLASTER RING WITH GROUND SCREW AND PIGTAIL TO MATCH DRYWALL THICKNESS �P I Ct%L DEVICE MOUNTING HEIGHTS BACK-TO-BACK MESH CORD GRIP FOR "SO" CORD HUBBELL RECEEPTACLES. MOUNT RECEPTACLES NO SCALE WITH GROUND UP. +6' -0" TO FINISHED FLR, NOTES: VERIFY W/ OWNER 1. HEIGHTS SHOWN ARE TYPICAL TO CENTERLINE OF BOX UNLESS NOTED OTHERWISE. RECEPTACLE BOX SUPPORT DETAIL 2. WHERE EVER DEVICES ARE INDICATED TO BE ABOVE DOORS, DEVICE SHALL BE CENTERED BETWEEN TOP OF DOOR TRIM AND CEILING LINE. FLUSH MOUNTED CORD DROP DETAIL 'B' NO SCALE 3, MOUNTING HEIGHTS SHOWN ON ARCHITECTURAL ELEVATIONS SHALL GOVERN OVER THOSE SHOWN ABOVE. NO SCALE 09 -14 -06 16135.3 5 -14 -09 16143.1 3 -15 -06 2006 -018 CONDUIT FROM MOTOR STARTER CONTAINING POWER AND GROUND WIRE WIDTH AS REQUIRED ---- --- WIDTH AS REQUIRED DISCONNECT SWITCH WHERE SHOWN ADJACENT ON PLAN, SIZE PER MECHANICAL EQUIPMENT SCHEDULE -MOUNT SECURELY. PIANO HINGE FOR FLUSH MOUNTED PANELS 1/2" 1/4" 1/4" PANEL P G- B L 1 A B 2 PIPE SUPPORT OR TWO UNISTRUT HEAVY GUUGE CHANNELS. a EX F 1 1/4" 1/4" 1/4" 16" FED FROM PG -BL1 A 3 /16 - TWO LOCKS IF INNER DOOR IS OVER 36" HIGH. 2 1/2 " FED FROM H 1 A V J 3/16" 1/4 " , /�) 1/4- 2 1/2 ! 120/208V 3 0 4W Y 3/16" FLUSH LATCH AND LOCK 48 O V 30 HP 3/16" 1/4" 1 a A 3/16" t CONCEALED HINGE (TYPICAL) 13/16" ( 1/4" 1 V� 0 V O A I� 3/16" 1 /4" FINISHED FLOOR FLANGES FASTENED TO FLOOR SUB - DISTRIBUTION CENTER PVC COVERED FLEXIBLE CONNECTION CONTAINING POWER CIRCUIT &GROUND WIRES, PROVIDE EXTRA SLACK TO ALLOW ROTATING 0 1/4 -20 -LARGE HEAD UTILIZATION EQU IPME NT AND BR ANCH PAN E LBGARD MOTOR 90' FOR MAINTENANCE WITHOUT SLOTTED SCREWS (TYPICAL) BREAKING ELECTRICAL CONNECTION. NAMEPI..ATE DETAIL NAB E PLATE D ETAI L CONNECTION TO HINGED TRIM TO BOX PANEL FRONT SCALE: FULL SCALE: FULL FLOOR M OTORS NOTES: 1. SEE SPECIFICATIONS FOR ADDITIONAL NAMEPLATE INFORMATION. NOTES: 1. SEE SPECIFICATIONS FOR ADDITIONAL NAMEPLATE INFORMATION. N SCALE NOTES: NO SCALE 1, ALL BOLTS SHALL HAVE LARGE (3/8 ") ROUND HEAD. NO WASHERS ALLOWED 2, REWORD NAMEPLATE FOR FIELD CONDITIONS. 2. REWORD NAMEPLATE FOR FIELD CONDITIONS. NOTE: SEE SPECIFICATIONS FOR ADDITIONAL SUPPORT, SEISMIC AND OTHER 2. TYPICAL FOR ALL 120/208V BRANCH PANELBOARDS. 3. HP SHALL INDICATE HORSEPOWER. 3. AMP RATING SHALL INDICATE BUS RATING. 7 - - REQUIREMENTS. 16142.1 9 - 8 - 98 16470.1A 01 - 17 - 05 16195.3 01 - 17 - 05 16195.2 FACE OF WALL 7/8" x 5' STRUT INTERIOR GROUND CONDUCTOR EQUIPMENT MOUNTING GROUND CONNECTOR SHALL BE #2/0 AWG BARE TINNED STRANDED PLATFORM SYSTEM (EMPS) ATTACHED TO A FLOOR STANCHION COPPER. PANEL STRINGERS THAT HAS FOUR, 4 FT. FULL 1" TYPICAL SPACING LENGTH PANEL STRINGERS. EQUIPMENT MOUNTING PLATFORM SYSTEM (EMPS) 7/16" DIAMETER, TYPICAL SUPPORT STANCHION 2/0 AWG GROUND LEAD LI If � � 0 0 0 0 � 1- 0 0 0 0 0 0 BURNDY TYPE GP OR GAR GROUND CLAMP CONCRETE SLAB EMPS SUPPORT RAISED FLOOR STANCHION (TYPICAL) /GROUNDING SUPPORT STANCHION CONDUCTOR SHALL REST ON BUILDING 1/4"x 4"x 12" COPPER SUBFLOOR AND NOT PEDESTAL BASES. NOTE: AT GROUND BAR, PROVIDE LAMACOID GROUND BAR NAMEPLATE WITH 1/2" HIGH WHITE CORE LETTERS READING "GROUND BAR ". MOUNT GLASTIC STAND -OFF ON WALL ADJACENT TO GROUND BAR. INSULATOR #1872 -3E PAINT PENETRATING GROUND EQUIPMENT MOUNTING PLATFORM CONNECTOR AND CLAMP DETAIL SYSTEM (EMPS) GROUNDING DETAIL GROUND BAR DETAIL NO SCALE NO SCALE NO SCALE 01 -17 -05 16452.11 3 -29 -99 16452.13 9 -8 -98 16452.2 Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 0225 Main Street, Unit C101 I Edwards, CO 81632 970.926.8960 CoI1SLIltar - REI STRUCTURAL P.O. BOX 8009 AVON, COLORADO 81620 970.748.0711 F.970.748.0722 CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET LAKEWOOD, CO 80401 303.232.6200 F.303.232.3701 �A \��11t1ItIII /1 tiryl/ 0 R Act 86,245 # i` 11111 1111 t T OV CO MMENTS Projef t Information Vail .",Valley .-M C ♦ ♦ R ATCEPW I"kESEARCH INSTITUTE RESEARCH L ABOR AT OR Y 1 81 W Meado Colorado • Sheet Information Sheet Title: Axweyfawn Sheet dumber: TOV Comments 20 AUG 2010 9 0%111 11, Cator, Ruma & Assoc. FILENAME: P: \VVMC \2010 -159 SPRI RESEARCH LAB \CAD \ELEC \P- ED.DWG - E6.01 PLOT: 09/08 /2010 @ 4:19pm REV: 09/08/2010 CAD: JRG XREF: tb.dwg DPA Project: 10907.00.000 COPYRIGHT 2010 -CAMS PARTNERSHIP, P.C. 1200 A 1200 A TYPE: MTG.: SURFACE EXISTING PANEL MAIN CIRCUIT BREAKER VOLTAGE 277/480 V BUS PHASE 3 PH WIRE 4 W 65,000 AMPERE SHORT CIRCUIT RATING (FULLY RATED) "PG -DHM" EAST- NORMAL BRANCH Panel Notes: 1. NEW LOAD ON EXISTING CIRCUIT BREAKER. 2. PROVIDE NEW CIRCUIT BREAKER IN SPACE TO MATCH EXISTING. 3. REPLACE EXISTING CIRCUIT BREAKER WITH NEW CIRCUIT BREAKER AS SHOWN. 4. EXISTING LOAD ON NEW CIRCUIT BREAKER. EXISTING LOAD IS ESTIMATED. 5, EXISTING LOAD REMOVED. 6. NEW LOAD. NOTE DESCRIPTION LTG RECEPT MOTORS OTHER GENERAL TOTAL BREAKER CCT PH CCT BREAKER TOTAL GENERAL OTHER MOTORS RECEPT LTG DESCRIPTION NOTE AMP / P AMP / P MAIN CIRCUIT ACCA /208 V 277 693 M.LO. CIRCUIT 693 301 1 A 2 ! 0 PHASE BREAKER. 3 PH 2, PROVIDE NEW CIRCUIT BREAKER SPACE BREAKER IN SPACE TO MATCH EXISTING. (CT ROOFTOP) PHASE 3 693 WIRE 4 WIRE 693 / 3 B 4 / 0 TYPE: I WIRE 4 W SPACE 4. EXISTING LOAD IS ESTIMATED. 3. REPLACE EXISTING CIRCUIT " (FH 25KAIC) 4. EXISTING LOAD ON NEW CIRCUIT BREAKER. EXISTING LOAD IS ESTIMATED. 693 MTG.: SURFACE 6931 3 5 C 6 200/ 1745 DESCRIPTION BREAKER RECEPT 17451 6. NEW LOAD. MTG.: SURFACE ELEV "0" (PKG GAR) 10,000 AMPERE SHORT CIRCUIT RATING (FULLY RATED) ACA NOTE 6. NEW LOAD, 1465 3320 MOTORS 4785 301 7 A 8 ! 1745 BREAKER OTHER BREAKER 1745 6. NEW LOAD. BREAKER (CB TYPE KA36200, 2 KAIC) AMP / P (CT ROOM) DESCRIPTION LTG 1465 3320 NOTE 4785 / 9 B 10 ! 3 1745 TOTAL CCT PH 17451 TOTAL GENERAL 11 MOTORS RECEPT " (FH 25KAIC) DESCRIPTION NOTE 1465 3320 MOTORS 4785 / 3 11 C 12 601 1662 1001 1 1662 2 20! 1 1672 STEAM GENSURGER DESCRIPTION NOTE SPACE 1,672LTG -MECH 1,440 966 1 0 1 13 A 14 / 166 3 B 1662 201 1 1410 4 CENTER 3RD FL 4 800 SPACE LTG- STEADMAN 1,5 966 - 3,441 0 1 15 B 16 / 3 166 C 6 1662 1251 5 R- JANITOR "(FA 18KAIC) 20! 1 2 RF -11 1 1,466 1 2,106 4,881 6807 2106 151 17 C 18 100/ 213331 21333 20/ 1 4356 20/ 1 R -1ST FLR -ELEV LBB 4 X -RAY #2 4,356 LTG -LEVEL 1 -3 - 102 ° 2,106 720 20 / 1 21061 1 19 A 20 ! 21333 21333 4356 A 14 R- CORRIDOR 4 4 4,356 LTG -LEVEL 1 -3 720 - 720 360 2,106 20/ 1 9 2106 1 3 21 B 22 13 21333 21333 B 16 R- CORR/DRUG TEST 4 4 4,224 LTG -LEVEL 1-3 11 2 EF -11 2001 200 1 3,048 11 C 3048 201 23 C 24 100/ 19390 7201 R- RUG TESTING 19390 4 2,294 LTG -LEVEL 3-4 S4-STEAM GEN 4 1 13 800 800 20/ 1 3,048 A 0 30481 15 25 A 26 1 19390 R -DRUG TESTING 4 19390 2,223 LTG -LEVEL 3-4 720 "1ST FL SPC - 1,000 - 2011 15 3,048 0 / 3 30481 3 27 B 28 / 3 193901 1 4 1939 LTG -LEVEL 34 0.0 KVA X100% = 3,6 IMACH INE RM LATHE L -1 2 HRP-11 17 1 1 942 15/ 19 942 151 29 C 30 801 103601 4 2,666 103601 720 x 100% = 0.0 KVA x 90% = STEAM GEN SURGER 720 20/ 1 - 1,109 1 1 942 21 B 942 1 31 A 32 ! 103601 1,790 LTG -LOBBY 10360 - 0.0 KVA x 100% = CENTER 3RD FL. 20/ 1 ( 21 1,109 110 1 3 942 C 24 942 1 3 33 B ______ 34 4 / 3 10360 SPARE 720 1036 IP -3 720 "(FA) 23 2 AHU -11 15/ 25 11,085 26 ! 110$ 70/ 35 C 36 / 0 1,5 R -VIDEO - 1,5 721 20 / 1 SPACE 721 7211 60/ 27 B 11,085 / 3 01 11085 / 37 A 38 ! 0 500 - SPARE 720 20/ 1 27 SPACE 721 1 3 29 C 30 11,085 187 0- 11085 3 39 B 40 J 0 P -1 720 720 20/ 1 29 721 SPACE 15! 31 SPACE 32 251 1 4,157 PANEL PG- BLIA -2 0 / 41 C 42 J 0 500 720 20/ 1 31 721 721 SPACE 33 B SPACE / 1 4,157 8001 800 0 / 43 A 44 1 0 720 20/ 1 33 721 721 / 3 SPACE C 36 SPACE 4157 4,157 R -L-6 -ABOVE CEILING 4 4 0 / 45 B 46 30/ 3490 20/ 1 35 1,109 34901 15/ 37 ENDO RM RTU THRU FMR 45/ SPACE 500 L -L-6 -DOWN LIGHTS 4 4 L -L-6 -DOWN LIGHTS 0 ! 47 C 48 1 2 3490 37 1,109 110 3490 39 B "(FA) 1 0 SPACE PANEL PG -BL1AA 1,5 4 R -L-6 -VIDEO PROD 0 / 49 A 50 20/1 0 1,109 110 1 3 41 1 42 SPACE 0 56 SPACE 3,5 IR 4 EF4 - DIRECTORIES 0 / 51 B 52 20/ 1 i 0 42 / 3 9360 4,500 p LOAD TYPE (VA) SPACE PH B PHASE LOADING SUMMARY LOAD TYPE PHASE LOADING SUMMARY 3,5 PANEL LOADING SUMMARY PANEL LOADING SUMMARY NEC CALCULATED POWER DEMAND LOAD TYPE (VA) LIGHTING RECEPTACLES MOTORS OTHER GENERAL PHA 0.0 0.0 36790.9 34732.0 21333.0 PH B 0.0 0.0 40280.9 34732.0 21333.0 PH C 0.0 0.0 40280.9 34732.0 21333.0 LOAD TYPE TOTAL CONNECTED LOAD KVA LIGHTING 0.0 KVA RECEPTACLES FIRST 10 KVA 0.0 KVA REMAINDER 0.0 KVA MOTORS LARGEST 52.4 KVA REMAINDER 65.0 KVA OTHER 104.2 KVA GENERAL 64.0 KVA 285.5 KVA LOAD TYPE (VA) NEC CALCULATED DEMAND x 125% = x 100 % = x 50% = x 125% = x 100% = x 125% = x 100 % = LOAD 0.0 KVA 0.0 KVA 0.0 KVA 65.4 KVA 65.0 KVA 130.2 KVA 64.0 KVA 3241 KVA POWER FACTOR x95% = x 100% = x 100% = x 90% = x 90% = x 100% = x 100% = DEMAND LOAD KW 0.0 KW O.0 KW 0.0 KW 58.9 KW 58.5 KW 130.2 KW 64.0 KW 311.6 KW FACTOR PANEL CONNECTED PF= 96% CONNECTED AMPACITY = 343.5 NEC DEMAND AMPACITY = 390.5 TOTAL 92$55.9 96345.9 96345.9 PHASE BALANCE A -B B -C C -A OA 0.0 0.01 GENERAL NOTES: 'PROVIDE NEW UPDATED PANEL DIRECTORIES FOR PANELS THAT ARE INCLUDED IN THIS PROJECT. ' PROVIDE TYPED DESCRIPTIONS OF NEW CIRCUITS BEING INSTALLED. INDICATE NEW SPARES IN PENCIL. RECEPTACLES 0.0 0.0 0.0 LOAD KVA BREAKER ACCESSORIES * = GFCI * = SHUNT TRIP f N nowns MEMON Mumma D & r r r r r r Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 10225 Main Street, Unit 0101 1 Edwards, CO 81632 970.926.8960 COnSLlltant REISTRUCTURAL P.O. BOX 8009 AVON, COLORADO 81620 970.748.0711 F.970.748.0722 CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET LAKEWOOD, CO 80401 303.232.6200 F.303.232.3701 R(af IIIf A A , ,t3 Ar! +r� c 0 624 'C3 + TOV COMMENTS 10SEP10 1 Project Informatioln V i • Med JL%01 I ��C e vm t e r R ESE AR CH L ABORATOR Y 1 81 W Meado Colorado • • t Sheet Information Sheet Title: Sheet Number: *&1S Cator, Ruma & Assoc. FILENAME: P: \WMC \2010 -159 SPRI RESEARCH LAB \CAD \ELEC \P- ES.DWG - E7.01 PLOT: 09/08/2010 @ 4:19pm REV: 09/08/2010 CAD: JRG XREF: tb.dwg DPA Project: 10907.00.400 COPYRIGHT 2010 - WAS PARTNERSHIP, P.C. EXISTING EXISTING EXISTING PANEL PG -BH1A PG -BLIA 60 A MAIN CIRCUIT BREAKER VOLTAGE 1201 240 1. NEW LOAD ON EXISTING CIRCUIT BREAKER. Panel Notes: Panel Notes: Panel Notes: VOLTAGE 120/ 240 2. PROVIDE NEW CIRCUIT Panel Notes: 100A 225 A MAIN CIRCUIT BREAKER VOLTAGE /208 V 277 1480 V M.LO. CIRCUIT 1. NEW LOAD ON EXISTING CIRCUIT BREAKER. 120 1208 V 225 A BUS 1. NEW LOAD ON EXISTING PHASE BREAKER. 3 PH 2, PROVIDE NEW CIRCUIT BREAKER 2. PROVIDE NEW CIRCUIT BREAKER IN SPACE TO MATCH EXISTING. PHASE 3 PH WIRE 4 WIRE 2. PROVIDE NEW CIRCUIT 4 W BREAKER WITH NEW CIRCUIT BREAKER AS SHOWN. 3. REPLACE EXISTING CIRCUIT BREAKER WITH NEW CIRCUIT BREAKER AS SHOWN. TYPE: I WIRE 4 W 4. EXISTING LOAD FROM EXISTING PANEL IS ESTIMATED. 4. EXISTING LOAD IS ESTIMATED. 3. REPLACE EXISTING CIRCUIT BREAKER WITH NEW CIRCUIT BREAKER AS SHOWN. 4. EXISTING LOAD ON NEW CIRCUIT BREAKER. EXISTING LOAD IS ESTIMATED. MTG.: SURFACE MTG.: SURFACE SHORT CIRCUIT RATING (FULLY RATED) 18,000 AMPERE SHORT CIRCUIT RATING (FULLY RATED) 5. EXISTING LOAD REMOVED. BREAKER 5. EXISTING LOAD REMOVED. NOTE DESCRIPTION BREAKER RECEPT MOTORS 6. NEW LOAD. MTG.: SURFACE TOTAL 10,000 AMPERE SHORT CIRCUIT RATING (FULLY RATED) TOTAL NOTE 6. NEW LOAD, LTG RECEPT MOTORS OTHER GENERAL I BREAKER PH CCT TOTAL BREAKER OTHER BREAKER RECEPT 6. NEW LOAD. BREAKER BREAKER AMP 1 P AMP / P NOTE DESCRIPTION LTG RECEPT MOTORS NOTE NOTE DESCRIPTION LTG RECEPT MOTORS OTHER GENERAL TOTAL CCT PH CCT TOTAL GENERAL OTHER MOTORS RECEPT LTG DESCRIPTION NOTE AMP / P AMP / P MOTORS CH -1 GENERAL TOTAL AMP / P CCT 13,302 13302 1001 1 A 2 20! 1 1672 LTG DESCRIPTION NOTE 15 1,672LTG -MECH 1,440 966 - 3,641 6047 100/ 1 13,302 13302 201 1 3 B 4 201 1 1410 4 R -MECH ROOM 4 800 1,410 LTG- STEADMAN 1,5 966 - 3,441 6669 t 3 13,302 13302 3 5 C 6 20! 1 1251 5 R- JANITOR 4 20! 1 1,251 LTG -PLANT I 1,466 SPARE 4,881 6807 / 3 5 C 0 20/ 7 A 8 20/ 1 4356 20/ 1 R -1ST FLR -ELEV LBB 4 4 4,356 LTG -LEVEL 1 -3 720 102 ° 1 720 20 / 1 7 A 0 1 9 B 10 1 201 1 4356 A 14 R- CORRIDOR 4 4 4,356 LTG -LEVEL 1 -3 720 20/ 1 720 360 720 20/ 1 9 B 0 / 3 11 C 12 20/ 1 I 4224 B 16 R- CORR/DRUG TEST 4 4 4,224 LTG -LEVEL 1-3 11 C SPARE 2001 200 201 1 11 C 0 40 / 13 A 14 20/ 1 1 2294 7201 R- RUG TESTING 4 4 2,294 LTG -LEVEL 3-4 201 1 4 1 13 800 800 20/ 1 13 A 0 / 15 B 16 20/ 1 2223 R- CERNER ROOM SP R -DRUG TESTING 4 4 2,223 LTG -LEVEL 3-4 720 720 - 1,000 100C 2011 15 B 0 / 3 17 C 18 20/ 1 2417 4 R- HOUSEKEEPING 1 4 2,417 LTG -LEVEL 34 0.0 KVA X100% = 3,6 IMACH INE RM LATHE L -1 500 20/ 1 17 1 1109 15/ 19 A 20 20! 1 2666 A R -WATER COOLER 4 4 2,666 LTG- STAIRS/LINKS 720 x 100% = 0.0 KVA x 90% = 0.0 KW 720 20/ 1 19 1,109 110 / 21 B 22 T 20/ 1 179 21 R- DIETARY 4 4 1,790 LTG -LOBBY 720 - 0.0 KVA x 100% = 720 20/ 1 ( 21 1,109 110 1 3 23 C 24 1 15/ 01 151 R- COMPUTER ROOM 4 4 R -L -6, SOUTH WALL SPARE 720 1,5 IP -3 720 20/ 1 23 721 721 15/ 25 A 26 ! 123 20/ 1 R- COMPUTER ROOM 4 4 1,235LSPRI 540 1,5 R -VIDEO - 1,5 721 20 / 1 25 721 7211 60/ 27 B 28 / 3 01 0 PANEL PG- BL1A -3 1,5 4 R -L -9 - 4 PLEX SPARE 7201 500 - SPARE 720 20/ 1 27 721 721 1 3 29 C 30 20/ 1 187 0- 27 B 4 1,874 L -SPRI 1,5 20/ 1 P -1 720 720 20/ 1 29 721 721 15! 31 A 32 251 4157 4,157 PANEL PG- BLIA -2 1 15 1 R -L -9 - 4 FLEX BIO TEST ROBOT 2,6 720 - 500 720 20/ 1 31 721 721 1 33 B 34 / 4157 4,157 8001 800 4 R- DIETARY -GFI 31 720 32 - 1000 720 20/ 1 33 721 721 / 3 35 C 36 / 3 4157 4,157 R -L-6 -ABOVE CEILING 4 4 L -L-6 -DOWN LIGHTS 500 15/ 3,6 MACHINE RM MILL M- 34 500 20/ 1 35 1,109 110 15/ 37 A 38 45/ 0 500 L -L-6 -DOWN LIGHTS 4 4 L -L-6 -DOWN LIGHTS SPARE 800 20 / 1 - 35 500 20/ 1 37 1,109 110 1 39 B 40 1 0 28 PANEL PG -BL1AA 1,5 4 R -L-6 -VIDEO PROD 8001 - 500 500 20 ! 1 39 1,109 110 1 3 41 C 42 t 3 0 56 - 3,5 IR 4 EF4 - DIRECTORIES PHASE LOADING SUMMARY 10 800 500 20 / 1 41 PANEL LOADING SUMMARY 42 / 3 9360 4,500 p LOAD TYPE (VA) PHA PH B PH C LOAD TYPE PHASE LOADING SUMMARY 3,5 CONNECTED PANEL LOADING SUMMARY NEC CALCULATED POWER DEMAND LIGHTING 12,223.0 9,779.0 9,766.0 C LOAD TYPE (VA) PHA LOAD KVA PH C DEMAND LOAD FACTOR LOAD KW PANEL NEC CALCULATED RECEPTACLES 0.0 0.0 0.0 LOAD KVA LIGHTING 528.0 158.0 1,700.0 PANEL LOAD KVA CONNECTED PF= DEMAND LOAD MOTORS 0.0 0.0 0.0 PANEL LIGHTING RECEPTACLES 31.8 KVA 18,900.0 x 125% = 39.7 KVA x 95% = 37.7 KW 98% LOAD KVA OTHER 0.0 0.0 0.0 LOAD KW RECEPTACLES x 95% = MOTORS 965.5 965.5 1,965.5 LIGHTING 0.0 2.4 KVA GENERAL 21,1179 21,117.9 21,117.9 2.8 KW FIRST 10 KVA REMAINDER 0.0 KVA 0.0 KVA 0.0 x 100 % = x 50 %= 0.0 KVA 0.0 KVA x 100% = x 100% = 0.0 KW 0.0 KW CONNECTED AMPACITY = 0.1 KVA TOTAL (VA) 33,340.9 30,896.9 30,8819 0.1 KW 100% x 100% = x 50 %= OTHER 0.0 MOTORS OA RECEPTACLES GENERAL 8,441.1 7,541.1 10,581.1 114.4 MOTORS NEC CALCULATED 10.0 KVA 19.3 KVA x 100% = X100% = 10.0 KW 19.3 KW 4,500.0 FIRST 10 KVA 10.0 KVA REMAINDER 6.2 KVA LARGEST 0.0 KVA TOTAL (VA) 28,114.6 27,564.6 25,766.6 x 125% = 0.0 KVA x 90% = 0.0 KW MOTORS 1.5 KVA PHASE AMPACITY 131.2 120.2 120.1 1.7 KW REMAINDER 0.0 KVA 228,$ x 100% = 0.0 KVA X90% = 0.0 KW NEC DEMAND LARGEST 4.4 KVA 0.0 KVA x 125% = 5.5 KVA OTHER 4.9 KW 0.0 KVA x 125% = 0.0 KVA x 100% = 0.0 KW AMPACITY = 214.6 0.0 KVA 225.0 0.5 KVA x 90% = x 100% = GENERAL x 90% = 63.4 KVA x 100% = 63.4 KVA x 100% = 63.4 KW 124.0 x 125% = PHASE BALANCE A -B B -C C -A PHASE BALANCE x 125 % = 0.0 KVA x 100% = 0.0 KW GENERAL 9.7 KVA AMPACITY = x 100% = 9.7 KVA 225.0 93 KW 8% 0% 8% 26.6 KVA B -C TOTAL 95.1 KVA x 100% = 26.6 KW 103.1 KVA 101.1 KW PHASE BALANCE GENERAL NOTES: B -C C -A 9% 17% TOTAL 26.0 KVA 22.9 KVA 22.9 KW BREAKER ACCESSORIES 'PROVIDE NEW UPDATED PANEL DIRECTORIES FOR PANELS THAT ARE INCLUDED IN THIS PROJECT. TOTAL 82.4 KVA * = GFCI * = GFCI ' PROVIDE TYPED DESCRIPTIONS OF NEW CIRCUITS BEING INSTALLED. INDICATE NEW SPARES IN PENCIL. PROVIDE TYPED DESCRIPTIONS OF NEW CIRCUITS BEING INSTALLED. INDICATE NEW SPARES IN PENCIL. 'PROVIDE NEW UPDATED PANEL DIRECTORIES FOR PANELS GENERAL NOTES: ** = SHUNT TRIP f N nowns MEMON Mumma D & r r r r r r Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 10225 Main Street, Unit 0101 1 Edwards, CO 81632 970.926.8960 COnSLlltant REISTRUCTURAL P.O. BOX 8009 AVON, COLORADO 81620 970.748.0711 F.970.748.0722 CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET LAKEWOOD, CO 80401 303.232.6200 F.303.232.3701 R(af IIIf A A , ,t3 Ar! +r� c 0 624 'C3 + TOV COMMENTS 10SEP10 1 Project Informatioln V i • Med JL%01 I ��C e vm t e r R ESE AR CH L ABORATOR Y 1 81 W Meado Colorado • • t Sheet Information Sheet Title: Sheet Number: *&1S Cator, Ruma & Assoc. FILENAME: P: \WMC \2010 -159 SPRI RESEARCH LAB \CAD \ELEC \P- ES.DWG - E7.01 PLOT: 09/08/2010 @ 4:19pm REV: 09/08/2010 CAD: JRG XREF: tb.dwg DPA Project: 10907.00.400 COPYRIGHT 2010 - WAS PARTNERSHIP, P.C. EXISTING EXISTING EXISTING PANEL PG -BLIA 60 A MAIN CIRCUIT BREAKER VOLTAGE 1201 240 1. NEW LOAD ON EXISTING CIRCUIT BREAKER. Panel Notes: Panel Notes: MAIN CIRCUIT BREAKER VOLTAGE 120/ 240 2. PROVIDE NEW CIRCUIT Panel Notes: 100A MAIN CIRCUIT BREAKER VOLTAGE VOLTAGE 120 /208 V WIRE 3 W 225 A M.LO. CIRCUIT BREAKER. VOLTAGE 120 1208 V BUS PHASE 1. NEW LOAD ON EXISTING CIRCUIT BREAKER. 3. REPLACE EXISITNG CIRCUIT BREAKER WITH NEW CIRCUIT BREAKER AS SHOWN. 2, PROVIDE NEW CIRCUIT 2, PROVIDE NEW CIRCUIT BREAKER 225 A BUS 5. EXISTING LOAD REMOVED. PHASE 3 PH WIRE 4 W 2. PROVIDE NEW CIRCUIT BREAKER IN SPACE TO MATCH EXISTING. BREAKER WITH NEW CIRCUIT BREAKER AS SHOWN. TYPE: TYPE: I WIRE 4 W 4. EXISTING LOAD FROM EXISTING PANEL IS ESTIMATED. 4. EXISTING LOAD IS ESTIMATED. 3. REPLACE EXISTING CIRCUIT BREAKER WITH NEW CIRCUIT BREAKER AS SHOWN. TYPE, MTG.: SURFACE 10,000 AMPERE SHORT CIRCUIT RATING (FULLY RATED) 5. EXISTING LOAD REMOVED. BREAKER 4. EXISTING LOAD IS ESTIMATED. NOTE DESCRIPTION BREAKER RECEPT MOTORS 6. NEW LOAD. MTG.: SURFACE TOTAL 10,000 AMPERE SHORT CIRCUIT RATING (FULLY RATED) TOTAL NOTE 5. EXISTING LOAD REMOVED. LTG RECEPT MOTORS OTHER GENERAL TOTAL BREAKER PH CCT TOTAL BREAKER OTHER MOTORS RECEPT 6. NEW LOAD. BREAKER NOTE AMP 1 P AMP / P NOTE DESCRIPTION LTG RECEPT MOTORS NOTE DESCRIPTION LTG RECEPT MOTORS BREAKER GENERAL TOTAL CCT I BREAKER CCT TOTAL GENERAL OTHER MOTORS RECEPT LTG DESCRIPTION NOTE DESCRIPTION LTG RECEPT MOTORS OTHER GENERAL TOTAL AMP / P CCT PH CCT AMP 1 P TOTAL GENERAL OTHER MOTORS RECEPT LTG DESCRIPTION NOTE 15 PANEL PG -BL1AB 0 1,440 966 0 3,641 6047 100/ 1 A 2 201 1 720 201 1 720 3 720 4 R -MECH ROOM 4 800 SPARE 102 2,160 966 0 3,441 6669 t 3 B 4 20/ 1 720 0 01 201 1 720 5 R- JANITOR 4 20! 1 - 100 360 1,466 0 4,881 6807 / 3 5 C 6 201 1 720 20/ 1 500 500 720 20/ 1 R -1ST FLR -ELEV LBB 4 4 L- SCIENCE LAB 20/ 1 720 102 540 1 720 20 / 1 7 A 8 20/ 1 720 10 1 500 720 A 14 R- CORRIDOR 4 4 L- SCIENCE LAB B 720 20/ 1 720 360 720 20/ 1 9 B 10 20/ 1 720 R- PLOTTER 12 20 / 1 i 720 B 16 R- CORR/DRUG TEST 4 4 TEMP CONT PANEL UH -1, DOWN LIGHTS 11 C 12 2001 200 201 1 11 C 12 20/ 1 720 4 4 R- CERNER ROOM 1 720 7201 R- RUG TESTING 4 4 REFRIG. - DIETARY 1 720 201 1 4 1 13 800 800 20/ 1 13 A 14 20/ 1 1 7201 20/ 1 R- BIOSKILLS TV 1,5 720 R- CERNER ROOM SP R -DRUG TESTING 4 4 DISHWASHER - DIET 720 720 20/ 1 1,000 100C 2011 15 B 16 1 20/ 1 1 126C 480 720 17 1,260 4 R- HOUSEKEEPING 1 4 DISPOSAL - DIETARY 492 0.0 KVA X100% = 0.0 KW - 500 500 20/ 1 17 C 18 1 20/ 1 500 500 480 1 19 A R -WATER COOLER 4 4 R -SOUTH WOM BATH REMAINDER 0.0 KVA 720 x 100% = 0.0 KVA x 90% = 0.0 KW 720 20/ 1 19 A 20 1 20! 1 1 720 20/ 1 360 480 720 21 R- DIETARY 4 4 R -SOUTH BATH -GFI 4 720 720 0.0 KVA x 100% = 720 20/ 1 ( 21 B 22 20/ 1 720 B 22 201 1 720 151 R- COMPUTER ROOM 4 4 R -L -6, SOUTH WALL R -VIDEO 720 1,5 IRAN VITRO 720 20/ 1 23 C 24 20/ 1 720 THAT ARE INCLUDED IN THIS PROJECT. 23 C 720 20/ 1 R- COMPUTER ROOM 4 4 R -L -9 - 4 PLEX 540 720 R -VIDEO SPACE 1,5 721 20 / 1 25 A 26 60/ 4820 1,400 0 0 3,420 0 PANEL PG- BL1A -3 1,5 4 R -L -9 - 4 PLEX 28 7201 500 500 SPARE 720 20/ 1 27 B 28 / 2 3780 0 0 0 3,780 0- 27 B 4 I R -L -9 - 4 FLEX 720 7201 20/ 1 1 720 720 20/ 1 29 C 30 100/ 33001 0 0 0 2,700 600 PANEL PG- BLIA -2 1 15 4 R -L -9 - 4 FLEX 30 720 720 20! 1 500 720 20/ 1 31 A 32 / 2 21601 0 0 0 2,160 0- 8001 800 4 R- DIETARY -GFI 31 720 32 201 1 1000 720 20/ 1 33 B 34 201 1 720 4 R -CORD, L -23 LA -1 720 R -L-6 -ABOVE CEILING 4 4 L -L-6 -DOWN LIGHTS 500 15/ 33 B 34 500 20/ 1 35 C 36 20/ 1 500 R -UC REF 1,5 3,5 RAN VITRO -FRZR 500 L -L-6 -DOWN LIGHTS 4 4 L -L-6 -DOWN LIGHTS 500 800 20 / 1 37 35 500 20/ 1 37 A 38 90 8028 2,600 0 0 5,400 28 PANEL PG -BL1AA 1,5 4 R -L-6 -VIDEO PROD 8001 800 500 500 20 ! 1 39 B 40 t 8596 2,600 0 0 5,940 56 - 3,5 IR 4 EF4 PROVIDE NEW UPDATED PANEL DIRECTORIES 500 10 800 500 20 / 1 41 C 42 / 3 9360 4,500 p 0 4,860 01- PHASE LOADING SUMMARY SPARE PHASE LOADING SUMMARY 3,5 SPARE PANEL LOADING SUMMARY PANEL LOADING SUMMARY LOAD TYPE (VA) 1 PH B 41 C LOAD TYPE (VA) PHA PH B PH C LOAD TYPE DEMAND CONNECTED ISPARE NEC CALCULATED POWER DEMAND 100.0 LOAD KVA LIGHTING 528.0 158.0 1,700.0 PANEL LOAD KVA PHA DEMAND LOAD FACTOR LOAD KW CONNECTED PANEL POWER RECEPTACLES 18,180.0 18,900.0 11,520.0 28.0 56.0 0.0 965.5 LOAD KVA DEMAND LOAD FACTOR LOAD KW CONNECTED PF= x 95% = MOTORS 965.5 965.5 1,965.5 LIGHTING 0.0 2.4 KVA x 125% = 3.0 KVA X95% = 2.8 KW MOTORS 99% 0.0 OTHER 0,0 0.0 0.0 RECEPTACLES 0.1 KVA X95% = 0.1 KW 100% x 100% = x 50 %= OTHER 0.0 0.0 OA RECEPTACLES GENERAL 8,441.1 7,541.1 10,581.1 FIRST 10 KVA 10.0 KVA REMAINDER 38.6 KVA MOTORS x 100% = x 50 %= 10.0 KVA 19.3 KVA x 100% = X100% = 10.0 KW 19.3 KW 4,500.0 FIRST 10 KVA 10.0 KVA REMAINDER 6.2 KVA CONNECTED AMPACITY = x 100% = x 50%= TOTAL (VA) 28,114.6 27,564.6 25,766.6 x 100% = x 100% = 10.0 KW 3.1 KW CONNECTED AMPACITY = MOTORS 1.5 KVA x 125% = 1.8 KVA MOTORS 1.7 KW PHASE AMPACITY 228,$ 56.7 NEC CALCULATED NEC CALCULATED 1.9 KVA LARGEST 4.4 KVA 0.0 KVA x 125% = 5.5 KVA X90% = 4.9 KW 0.0 KW PHASE AMPACITY PHASE AMPACITY 202.9 194.6 214.6 0.0 KVA REMAINDER 0.5 KVA x 90% = x 100% = p.5 KVA x 90% = 0.5 KW NEC DEMAND OTHER 0.0 KVA x 100 % = x 125% = 0.0 KVA OTHER 0.0 KW 0.0 KVA PHASE BALANCE x 125 % = 0.0 KVA x 100% = 0.0 KW GENERAL 9.7 KVA AMPACITY = x 100% = 9.7 KVA 225.0 93 KW 63.6 GENERAL PHASE BALANCE 26.6 KVA B -C x 100% = 26.6 KVA x 100% = 26.6 KW 180.0 PHASE BALANCE A -B B -C C -A 9% 17% TOTAL 26.0 KVA 22.9 KVA 22.9 KW GENERAL NOTES: 2% 7% 9% TOTAL 82.4 KVA 64.8 KVA * = GFCI 64.1 KW PROVIDE TYPED DESCRIPTIONS OF NEW CIRCUITS BEING INSTALLED. INDICATE NEW SPARES IN PENCIL. 'PROVIDE NEW UPDATED PANEL DIRECTORIES FOR PANELS GENERAL NOTES: * = SHUNT TRIP * = GFCI ' PROVIDE TYPED DESCRIPTIONS OF NEW CIRCUITS BEING INSTALLED. INDICATE NEW SPARES IN PENCIL. BREAKER ACCESSORIES 'PROVIDE NEW UPDATED PANEL DIRECTORIES FOR PANELS THAT ARE INCLUDED IN THIS PROJECT. * = GFCI ' PROVIDE TYPED DESCRIPTIONS OF NEW CIRCUITS BEING INSTALLED. INDICATE NEW SPARES IN PENCIL. ** = SHUNT TRIP f N nowns MEMON Mumma D & r r r r r r Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 10225 Main Street, Unit 0101 1 Edwards, CO 81632 970.926.8960 COnSLlltant REISTRUCTURAL P.O. BOX 8009 AVON, COLORADO 81620 970.748.0711 F.970.748.0722 CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET LAKEWOOD, CO 80401 303.232.6200 F.303.232.3701 R(af IIIf A A , ,t3 Ar! +r� c 0 624 'C3 + TOV COMMENTS 10SEP10 1 Project Informatioln V i • Med JL%01 I ��C e vm t e r R ESE AR CH L ABORATOR Y 1 81 W Meado Colorado • • t Sheet Information Sheet Title: Sheet Number: *&1S Cator, Ruma & Assoc. FILENAME: P: \WMC \2010 -159 SPRI RESEARCH LAB \CAD \ELEC \P- ES.DWG - E7.01 PLOT: 09/08/2010 @ 4:19pm REV: 09/08/2010 CAD: JRG XREF: tb.dwg DPA Project: 10907.00.400 COPYRIGHT 2010 - WAS PARTNERSHIP, P.C. EXISTING EXISTING PANEL PG -BLIAA 60 A MAIN CIRCUIT BREAKER VOLTAGE 1201 240 1. NEW LOAD ON EXISTING CIRCUIT BREAKER. Panel Notes: Panel Notes: MAIN CIRCUIT BREAKER VOLTAGE 120/ 240 2. PROVIDE NEW CIRCUIT BREAKER IN SPACE TO MATCH EXISTING. 100A MAIN CIRCUIT BREAKER VOLTAGE VOLTAGE 120 /208 V WIRE 3 W PHASE 1PH 1. NEW LOAD ON EXISTING CIRCUIT BREAKER. TYPE: 100A 100 A BUS PHASE 3 PHASE 3 PH 3. REPLACE EXISITNG CIRCUIT BREAKER WITH NEW CIRCUIT BREAKER AS SHOWN. 2, PROVIDE NEW CIRCUIT 2, PROVIDE NEW CIRCUIT BREAKER IN SPACE TO MATCH EXISTING. 5. EXISTING LOAD REMOVED. 4. EXISTING LOAD IS ESTIMATED. WIRE 4 WIRE 4 W 3. REPLACE EXISTING CIRCUIT 3. REPLACE EXISTING CIRCUIT BREAKER WITH NEW CIRCUIT BREAKER AS SHOWN. TYPE: TYPE: I 4. EXISTING LOAD FROM EXISTING PANEL IS ESTIMATED. 4. EXISTING LOAD IS ESTIMATED. BREAKER MTG.: SURFACE 10,000AMPERE SHORT CIRCUIT RATING (FULLY RATED) MTG.: SURFACE 10,000 AMPERE SHORT CIRCUIT RATING (FULLY RATED) 5. EXISTING LOAD REMOVED. BREAKER NOTE DESCRIPTION BREAKER RECEPT MOTORS 6. NEW LOAD. GENERAL TOTAL CCT 6. NEW LOAD. TOTAL NOTE DESCRIPTION LTG RECEPT MOTORS OTHER GENERAL TOTAL BREAKER PH CCT TOTAL BREAKER OTHER MOTORS RECEPT LTG BREAKER NOTE AMP 1 P AMP / P NOTE DESCRIPTION LTG RECEPT MOTORS NOTE DESCRIPTION LTG RECEPT MOTORS OTHER GENERAL TOTAL CCT PH CCT TOTAL GENERAL OTHER MOTORS RECEPT LTG DESCRIPTION NOTE I AMP / P AMP / P 1,5 R- CORRIDOR 200 900 20 / I I A 2 900 20/ 1 200 1 A 2 201 1 360 1,5 1 SPARE 360 R- GFI- L- 22,L -18 4 5 SPARE 01 20/ 1 3 B 4 20 / 1 01 201 1 720 3 B 4 20/ 1 800 800 SPARE 1 1 FREEZER L -21 4 5 SPARE 20! 1 5 C 6 201 1 0 01 201 1 R- MOTIONS LAB W,N 5 C 6 20! 1 800 800 600 20/ 1 REFRIG, L -21 4 5 SPARE 7 A 1 20/ 1 500 500 0 20/ 1 20! 1 7 A 8 20/ 1 900 102 540 1 900 B R- BIOSKILLS 1,5 5 ISPARE B 10 1 500 SO A 14 0 20 / 1 9 B 10 20/ 1 720 360 PH B REC - TRAINING RM 720 720 R- BIOSKILLS 15 15 R- PLOTTER 12 20 / 1 1 B 16 LOAD KVA 1 1,200 120 201 1 UH -1, DOWN LIGHTS 11 C 12 20/ 1 720 SPARE 720 360 R- CORRIDOR 4 4 R- CERNER ROOM 201 1 7201 20/ 720 540 1 720 201 1 4 1 13 A 14 20 / 1 360 x 125% = 0.8 KVA x 95% = 3601 20/ 1 R- BIOSKILLS TV 1,5 4 R- CERNER ROOM SP 4921 724 492 720 720 20/ 1 MOTORS 15 B 16 20/ 1 720 x 100% = 480 480 720 17 R -L -16, EAST WALL 4 1,5 R- CONFERENCE REMAINDER 0.0 KVA 9001 492 0.0 KVA X100% = 0.0 KW - 900 20/ 1 0.0 17 C 18 201 1 500 500 480 1 19 A L- LOW VOLT -L -20 4 1,5 R- OFFICE REMAINDER 0.0 KVA 720 x 100% = 0.0 KVA x 90% = 0.0 KW AMPACITY = 720 20/ 1 19 A 20 20/ 1 360 480 ! 3 21 3601 22 R -VIDEO 540 4 R- CERNER ROOM SP 720 0.0 KVA x 100% = FLOROSCOPY 4 7201 201 1 21 B 22 201 1 540 151 23 C 540 201 1 R -VIDEO 500 1,5 IRAN VITRO 1,260 R -BIO SKILLS CLG BREAKER ACCESSORIES - 126 201 1 THAT ARE INCLUDED IN THIS PROJECT. 23 C 24 20/ 1 540 25 A 26 540 500 R -VIDEO SPACE 1,5 FELLOWS 28 1,080 PANEL LOADING SUMMARY 110 20/1 PHA 25 A 26 2011 0 B 28 201 1 500 500 SPARE 4,5 1,5 FELLOWS 561 1,080 FACTOR WM -MACH SHOP DRIL L 113 20/ 1 27 B 28 20 / 1 720 30 20/ 1 500 720 R- GFI -L -26 4 R -GFI L -23, EAST WAL 720 WM -MACH SHOP N,W 0% 540 LIGHTING 720 20/ 1 29 C 30 201 1 720 20! 1 500 500 720 3780.0 R- GFI -L -26 RECEPTACLES 15 R -IN VITRO -FRZR WM -MACH SHOP N,W CONNECTED 540 MOTORS 8001 800 20! 1 540 31 A 32 201 1 1000 1,000 500 0.0 0.0 R- PRINTER 1,5 4 R -CORD, L -23 LA -1 720 GENERAL 473 0.0 1 720 20/ 1 15/ 33 B 34 20 / 1 100q 1,000 PHASE BALANCE A -B R -UC REF 1,5 3,5 RAN VITRO -FRZR -0.2 KW AMPACITY = 473 804 800 20 / 1 37 35 C 36 201 1 1200 1,200 0.3 1.01 JR -IN VITRO- DISHWSH 1,5 3,5 R -IN VITRO -REF 473 8001 800 201 1 B 37 A 38 20/ 1 p R -BIO SKILLS CLG ISPARE 5 3,5 IR -IN VITRO -FRZR PROVIDE NEW UPDATED PANEL DIRECTORIES FOR PANELS 10 800 800 20! 1 42 39 B 40 2011 0 I R -BIO SKILLS CLG PHASE LOADING SUMMARY SPARE 5 3,5 SPARE PANEL LOADING SUMMARY LOAD TYPE (VA) 1 PH B 41 C 42 20/1 0 NEC CALCULATED POWER DEMAND ISPARE LIGHTING 5 PHASE LOADING SUMMARY 100.0 LOAD KVA PANEL LOADING SUMMARY DEMAND LOAD FACTOR LOAD KW PANEL LOAD TYPE (VA) PHA PH B PH C LOAD TYPE CONNECTED NEC CALCULATED POWER DEMAND LIGHTING 28.0 56.0 0.0 965.5 LOAD KVA DEMAND LOAD FACTOR LOAD KW PANEL x 95% = RECEPTACLES 5,400.0 5,940.0 4,860.0 0.0 0.0 0.0 RECEPTACLES CONNECTED PF= MOTORS 0.0 0.0 0.0 LIGHTING 01 KVA 3,441.1 x 125% = 0.1 KVA X95% = 0.1 KW 100% x 100% = x 50 %= OTHER 0.0 0.0 OA RECEPTACLES TOTAL (VA) 6,046.6 6,668.6 6,806.6 MOTORS GENERAL 2,600.0 2,600.0 4,500.0 FIRST 10 KVA 10.0 KVA REMAINDER 6.2 KVA 54,2 x 100% = x 50%= 10.0 KVA 3.1 KVA x 100% = x 100% = 10.0 KW 3.1 KW CONNECTED AMPACITY = TOTAL (VA) 8,028.0 8,596,0 9,360.0 1.5 KVA x 125% = 1.8 KVA MOTORS 1.7 KW PHASE AMPACITY 51.3 56.7 72.1 NEC CALCULATED 1.9 KVA x 100 % = LARGEST 0.0 KVA 1.7 KW x 125% = 0.0 KVA x 90% = 0.0 KW PHASE AMPACITY 66.8 71.6 77.9 REMAINDER 0.0 KVA 0.0 KVA x 100% = 0.0 KVA x 90% = 0.0 KW NEC DEMAND 100.0 GENERAL OTHER 0.0 KVA x 100 % = x 125% = 0.0 KVA x 100% = 0.0 KW AMPACITY = PHASE BALANCE A -B 100.0 C -A GENERAL 9.7 KVA x 100% = 9.7 KVA x 100% = 93 KW 63.6 PHASE BALANCE A -B B -C C -A TOTAL 19.5 KVA 19.9 KVA 19.6 KW 7% 9% 17% TOTAL 26.0 KVA 22.9 KVA 22.9 KW GENERAL NOTES: 'PROVIDE NEW UPDATED PANEL DIRECTORIES FOR PANELS THAT ARE INCLUDED IN THIS PROJECT. * = GFCI BREAKER ACCESSORIES PROVIDE TYPED DESCRIPTIONS OF NEW CIRCUITS BEING INSTALLED. INDICATE NEW SPARES IN PENCIL. 'PROVIDE NEW UPDATED PANEL DIRECTORIES FOR PANELS THAT ARE INCLUDED IN THIS PROJECT. * = SHUNT TRIP * = GFCI ' PROVIDE TYPED DESCRIPTIONS OF NEW CIRCUITS BEING INSTALLED. INDICATE NEW SPARES IN PENCIL. * = SHUNT TRIP f N nowns MEMON Mumma D & r r r r r r Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 10225 Main Street, Unit 0101 1 Edwards, CO 81632 970.926.8960 COnSLlltant REISTRUCTURAL P.O. BOX 8009 AVON, COLORADO 81620 970.748.0711 F.970.748.0722 CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET LAKEWOOD, CO 80401 303.232.6200 F.303.232.3701 R(af IIIf A A , ,t3 Ar! +r� c 0 624 'C3 + TOV COMMENTS 10SEP10 1 Project Informatioln V i • Med JL%01 I ��C e vm t e r R ESE AR CH L ABORATOR Y 1 81 W Meado Colorado • • t Sheet Information Sheet Title: Sheet Number: *&1S Cator, Ruma & Assoc. FILENAME: P: \WMC \2010 -159 SPRI RESEARCH LAB \CAD \ELEC \P- ES.DWG - E7.01 PLOT: 09/08/2010 @ 4:19pm REV: 09/08/2010 CAD: JRG XREF: tb.dwg DPA Project: 10907.00.400 COPYRIGHT 2010 - WAS PARTNERSHIP, P.C. EXISTING PANEL NEW PANEL PG -BLIAB 60 A MAIN CIRCUIT BREAKER VOLTAGE 1201 240 1. NEW LOAD ON EXISTING CIRCUIT BREAKER. Panel Notes: Panel Notes: MAIN CIRCUIT BREAKER VOLTAGE 120/ 240 2. PROVIDE NEW CIRCUIT BREAKER IN SPACE TO MATCH EXISTING. 100 A MAIN CIRCUIT BREAKER VOLTAGE 120 /208 V WIRE 3 W PHASE 1PH 1. NEW LOAD ON EXISTING CIRCUIT BREAKER. 2. PROVIDE NEW CIRCUIT BREAKER IN SPACE TO MATCH EXISTING. TYPE: 100A BUS PHASE 3 PH 3. REPLACE EXISITNG CIRCUIT BREAKER WITH NEW CIRCUIT BREAKER AS SHOWN. 2, PROVIDE NEW CIRCUIT BREAKER IN SPACE TO MATCH EXISTING. 5. EXISTING LOAD REMOVED. 4. EXISTING LOAD IS ESTIMATED. WIRE 4 W MTG.: SURFACE 3. REPLACE EXISTING CIRCUIT BREAKER WITH NEW CIRCUIT BREAKER AS SHOWN. 5. EXISTING LOAD REMOVED. TYPE: I 4. EXISTING LOAD FROM EXISTING PANEL IS ESTIMATED. 6, NEW LOAD BREAKER MTG.: SURFACE 10,000AMPERE SHORT CIRCUIT RATING (FULLY RATED) BREAKER 5. EXISTING LOAD REMOVED. BREAKER NOTE DESCRIPTION BREAKER RECEPT MOTORS 6. NEW LOAD. GENERAL TOTAL CCT PH CCT TOTAL NOTE DESCRIPTION LTG RECEPT MOTORS OTHER GENERAL TOTAL BREAKER PH CCT TOTAL BREAKER OTHER MOTORS RECEPT LTG DESCRIPTION NOTE AMP 1 P AMP / P NOTE DESCRIPTION LTG RECEPT MOTORS OTHER GENERAL TOTAL CCT PH CCT TOTAL GENERAL OTHER MOTORS RECEPT LTG DESCRIPTION NOTE AMP / P AMP / P 1,5 CONTROL POWER 720 1 200 200 20 / I I A 2 201 1 0 200 200 18 R- MOTIONS LAB E SPARE 1,5 R- MOTIONS LAB N SPARE 1080 1 10$ 20! 1 01 20/ 1 3 B 4 20 / 1 0 0 720 R- MOTIONS LAB S 1,5 SPARE R- MOTIONS LAB N,E SPARE 1 1 720 20/ 1 7 0 20! 1 5 C 6 201 1 0 540 R- MOTIONS LAB W,N 1,5 2,6 SPARE 1 SPARE 600 20/ 1 9 A fl 20 / 1 7 A 8 20/ 1 500 500 SPACE B 12 20! 1 SPACE CHILLER CONTROL 4 AEC- MACHINE SHOP 102 540 20 / 1 11 B 12 6421 201 1 9 B 10 20/ 1 500 SO A 14 PHASE LOADING SUMMARY 0 P -2 4 WM -MACH SHOP S LOAD TYPE (VA) 360 PH B REC - TRAINING RM LOAD TYPE CONNECTED 720 360 20/ 1 1'1 C 12 20 / 1 500 B 16 LOAD KVA 500 DEMAND LOAD FACTOR LOAD KW UH -1, DOWN LIGHTS 4 WM -MACH SHOPS 360 SPARE 360 20 J 1 13 A 14 201 1 5401 20/ 720 540 FLOROSCOPY 4 LIGHTING WM -MACH SHOP E 0.0 540 LIGHTING 0.6 KVA x 125% = 0.8 KVA x 95% = 540 20/ 1 15 B 16 15/ 4921 RECEPTACLES 492 720 LVAC -1 REC -BIO MECH MOTORS WM -MACH SHOP SAN ER FIRST 10 KVA 4.9 KVA x 100% = 480 480 151 17 C 18 i 492 REMAINDER 0.0 KVA 492 0.0 KVA X100% = 0.0 KW - 4 GENERAL 0.0 0.0 MOTORS LARGEST 0.0 KVA x 125 % = 480 480 1 19 A 20 / 3 492 1 REMAINDER 0.0 KVA 492 x 100% = 0.0 KVA x 90% = 0.0 KW AMPACITY = SPACE OTHER 0.0 KVA 0 480 480 ! 3 21 B 22 201 1 540 GENERAL 0.0 KVA 540 0.0 KVA x 100% = FLOROSCOPY 4 WM -MACH SHOP BAN SAW TOTAL 5.5 KVA 2011 961 961 151 23 C 24 201 1 500 500 SPACE R -BIO SKILLS CLG BREAKER ACCESSORIES - DIRECTORIES FOR PANELS THAT ARE INCLUDED IN THIS PROJECT. 20/1 961 961 1 25 A 26 20/ 1 500 500 SPACE ** = SHUNT TRIP R -BIO SKILLS CLG PANEL LOADING SUMMARY LOAD TYPE (VA) PHA PH B 961 961 1 3 27 B 28 201 1 500 500 LOAD KVA R -BIO SKILLS CLG DEMAND LOAD FACTOR WM -MACH SHOP DRIL L 1,440 144C 201 1 29 C 30 20/ 1 500 5001 R -810 SKILLS CLG WM -MACH SHOP N,W 0% 540 LIGHTING 0.0 0.0 540 20/ 1 31 A 32 20! 1 500 500 3420.0 3780.0 RECEPTACLES R -810 SKILLS CLG WM -MACH SHOP N,W CONNECTED 540 MOTORS 0.0 0.0 540 20/ 1 33 B 34 20/ 1 500 500 0.0 0.0 REMAINDER OA KVA R -BIO SKILLS CLG x 50 %= O.0 KVA X100% = LA -1 35.8 GENERAL 473 0.0 473 15/ 35 C 36 201 1 500 500 PHASE BALANCE A -B R -1310 SKILLS CLG x 100% = -0.2 KVA x 90% = -0.2 KW AMPACITY = 473 473 1 37 A 38 201 1 500 500 0.3 1.01 R -1310 SKILLS CLG x 100% = 1.4 KVA - 1.4 KW 473 473 13 39 B 40 20! 1 500 500 GENERAL NOTES: R -BIO SKILLS CLG L -EXAM LT W /CAMER 100 BREAKER ACCESSORIES PROVIDE NEW UPDATED PANEL DIRECTORIES FOR PANELS 10 20 / 1 41 C 42 201 1 500 500 PROVIDE TYPED DESCRIPTIONS OF NEW CIRCUITS BEING INSTALLED. INDICATE NEW SPARES IN PENCIL R -BIO SKILLS CLG PHASE LOADING SUMMARY PANEL LOADING SUMMARY LOAD TYPE (VA) PHA PH B PH C LOAD TYPE CONNECTED NEC CALCULATED POWER DEMAND LIGHTING 0.0 102.0 100.0 LOAD KVA DEMAND LOAD FACTOR LOAD KW PANEL RECEPTACLES 1,440.0 2,160.0 360.0 CONNECTED PF= MOTORS 965.5 965.5 1,465.5 LIGHTING 0.2 KVA x 125% = 0.3 KVA x 95% = 0.2 KW 98% OTHER 0.0 0.0 0.0 RECEPTACLES GENERAL 3,641.1 3,441.1 4,881.1 FIRST 10 KVA REMAINDER 4.0 KVA 0.0 KVA x 100% = x 50 %= 4.0 KVA 0.0 KVA x 100% = X100% = 4.0 KW 0.0 KW CONNECTED AMPACITY = TOTAL (VA) 6,046.6 6,668.6 6,806.6 MOTORS 54,2 NEC CALCULATED LARGEST 1.5 KVA x 125% = 1.8 KVA x 90% = 1.7 KW PHASE AMPACITY 51.3 56.7 57.9 REMAINDER 1.9 KVA x 100 % = 1,9 KVA x 90% = 1.7 KW NEC DEMAND OTHER 0.0 KVA x 125% = 0.0 KVA x 100% = 0.0 KW AMPACITY = 100.0 GENERAL 120 KVA x 100 % = 12.0 KVA x 100% = 12.0 KW 55.4 PHASE BALANCE A -B B -C C -A 10% 2% 13% TOTAL 19.5 KVA 19.9 KVA 19.6 KW GENERAL NOTES: BREAKER ACCESSORIES 'PROVIDE NEW UPDATED PANEL DIRECTORIES FOR PANELS THAT ARE INCLUDED IN THIS PROJECT. * = GFCI PROVIDE TYPED DESCRIPTIONS OF NEW CIRCUITS BEING INSTALLED. INDICATE NEW SPARES IN PENCIL. * = SHUNT TRIP f N nowns MEMON Mumma D & r r r r r r Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 10225 Main Street, Unit 0101 1 Edwards, CO 81632 970.926.8960 COnSLlltant REISTRUCTURAL P.O. BOX 8009 AVON, COLORADO 81620 970.748.0711 F.970.748.0722 CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET LAKEWOOD, CO 80401 303.232.6200 F.303.232.3701 R(af IIIf A A , ,t3 Ar! +r� c 0 624 'C3 + TOV COMMENTS 10SEP10 1 Project Informatioln V i • Med JL%01 I ��C e vm t e r R ESE AR CH L ABORATOR Y 1 81 W Meado Colorado • • t Sheet Information Sheet Title: Sheet Number: *&1S Cator, Ruma & Assoc. FILENAME: P: \WMC \2010 -159 SPRI RESEARCH LAB \CAD \ELEC \P- ES.DWG - E7.01 PLOT: 09/08/2010 @ 4:19pm REV: 09/08/2010 CAD: JRG XREF: tb.dwg DPA Project: 10907.00.400 COPYRIGHT 2010 - WAS PARTNERSHIP, P.C. EXISTING PANEL " PGBLIA2 60 A MAIN CIRCUIT BREAKER VOLTAGE 1201 240 1. NEW LOAD ON EXISTING CIRCUIT BREAKER. Panel Notes: 60A MAIN CIRCUIT BREAKER VOLTAGE 120/ 240 2. PROVIDE NEW CIRCUIT BREAKER IN SPACE TO MATCH EXISTING. 1. NEW LOAD ON EXISTING CIRCUIT BREAKER. WIRE 3 W PHASE 1PH 3. REPLACE EXISITNG CIRCUIT BREAKER WITH NEW CIRCUIT BREAKER AS SHOWN. 2. PROVIDE NEW CIRCUIT BREAKER IN SPACE TO MATCH EXISTING. TYPE: WIRE 3 W 3. REPLACE EXISITNG CIRCUIT BREAKER WITH NEW CIRCUIT BREAKER AS SHOWN. TYPE: 10,OOOAMPERE SHORT CIRCUIT RATING (FULLY RATED) 5. EXISTING LOAD REMOVED. 4. EXISTING LOAD IS ESTIMATED. MTG.: SURFACE 10,000AMPERE SHORT CIRCUIT RATING (FULLY RATED) 6. NEW LOAD 5. EXISTING LOAD REMOVED. I 6, NEW LOAD BREAKER BREAKER BREAKER NOTE DESCRIPTION BREAKER RECEPT MOTORS OTHER GENERAL TOTAL CCT PH CCT TOTAL NOTE DESCRIPTION LTG RECEPT MOTORS OTHER GENERAL TOTAL CCT PH CCT TOTAL GENERAL OTHER MOTORS RECEPT LTG DESCRIPTION NOTE AMP 1 P AMP / P 15 R- MOTIONS LAB E 720 720 7201 4 1 1 A 2 20/ 1 180 900 180 R- MOTIONS LAB E 1,5 1,5 R- MOTIONS LAB N 720 1 720 20/ 1 1 3 B 4 20/ 1 180 200 200 18 R- MOTIONS LAB E 15 1,5 R- MOTIONS LAB N 1200 1080 1 10$ 20! 1 5 A 6 20/ 1 720 0 720 R- MOTIONS LAB S 1,5 1,5 R- MOTIONS LAB N,E 720 1 720 20/ 1 7 B 8 20/ 1 540 0 540 R- MOTIONS LAB W,N 1,5 2,6 I L-MOTIONS LAB 1 600 600 20/ 1 9 A 10 201 1 1 0 1 720 201 1 SPACE B 12 20! 1 SPACE 0 20 / 1 11 B 12 201 1 0 1 720 20 / 1 I JiPACE A 14 PHASE LOADING SUMMARY 0 PANEL LOADING SUMMARY LOAD TYPE (VA) PHA PH B REC - TRAINING RM LOAD TYPE CONNECTED 720 NEC CALCULATED POWER DEMAND 720 201 1 15 B 16 LOAD KVA 0 DEMAND LOAD FACTOR LOAD KW PANEL SPARE 5 SPARE CONNECTED PF= 0 20 / 1 17 A 18 20/ 720 0% LIGHTING 600.0 0.0 SPARE LIGHTING 0.6 KVA x 125% = 0.8 KVA x 95% = 0.7 KW 0 201 1 RECEPTACLES 2700.0 2160.0 If RECEPTACLES 720 CONNECTED REC -BIO MECH MOTORS 0.0 0.0 FIRST 10 KVA 4.9 KVA x 100% = 4.9 KVA x 100% = 4.9 KW AMPACITY = OTHER 0.0 0.0 720 REMAINDER 0.0 KVA x 50 %= 0.0 KVA X100% = 0.0 KW 22.8 4 GENERAL 0.0 0.0 MOTORS LARGEST 0.0 KVA x 125 % = 0.0 KVA X90% = 0.0 KW NEC DEMAND 23 TOTAL 3300.0 2160.0 PHASE BALANCE A -B 1 REMAINDER 0.0 KVA x 100% = 0.0 KVA x 90% = 0.0 KW AMPACITY = SPACE OTHER 0.0 KVA 0 x 125% = 0.0 KVA x 100% = 0.0 KW 23.4 2011 0 0.5 1.0 GENERAL 0.0 KVA x 100% = 0.0 KVA x 100% = 0.0 KW SPACE TOTAL 5.5 KVA 2011 5.6 KVA 0.0 KW 20J1 0 GENERAL NOTES: SPACE SPACE BREAKER ACCESSORIES 'PROVIDE NEW UPDATED PANEL DIRECTORIES FOR PANELS THAT ARE INCLUDED IN THIS PROJECT. 20/1 29 A 30 2011 "= GFCI ' PROVIDE TYPED DESCRIPTIONS OF NEW CIRCUITS BEING INSTALLED. INDICATE NEW SPARES IN PENCIL. SPACE ** = SHUNT TRIP f N nowns MEMON Mumma D & r r r r r r Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 10225 Main Street, Unit 0101 1 Edwards, CO 81632 970.926.8960 COnSLlltant REISTRUCTURAL P.O. BOX 8009 AVON, COLORADO 81620 970.748.0711 F.970.748.0722 CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET LAKEWOOD, CO 80401 303.232.6200 F.303.232.3701 R(af IIIf A A , ,t3 Ar! +r� c 0 624 'C3 + TOV COMMENTS 10SEP10 1 Project Informatioln V i • Med JL%01 I ��C e vm t e r R ESE AR CH L ABORATOR Y 1 81 W Meado Colorado • • t Sheet Information Sheet Title: Sheet Number: *&1S Cator, Ruma & Assoc. FILENAME: P: \WMC \2010 -159 SPRI RESEARCH LAB \CAD \ELEC \P- ES.DWG - E7.01 PLOT: 09/08/2010 @ 4:19pm REV: 09/08/2010 CAD: JRG XREF: tb.dwg DPA Project: 10907.00.400 COPYRIGHT 2010 - WAS PARTNERSHIP, P.C. EXISTING PANEL " PGBLIA3 " 60 A MAIN CIRCUIT BREAKER VOLTAGE 1201 240 1. NEW LOAD ON EXISTING CIRCUIT BREAKER. PHASE 1PH 2. PROVIDE NEW CIRCUIT BREAKER IN SPACE TO MATCH EXISTING. WIRE 3 W 3. REPLACE EXISITNG CIRCUIT BREAKER WITH NEW CIRCUIT BREAKER AS SHOWN. TYPE: 4. EXISTING LOAD IS ESTIMATED. MTG.: SURFACE 10,OOOAMPERE SHORT CIRCUIT RATING (FULLY RATED) 5. EXISTING LOAD REMOVED. 6. NEW LOAD I BREAKER BREAKER NOTE DESCRIPTION LTG RECEPT MOTORS OTHER GENERAL TOTAL CCT PH CCT TOTAL GENERAL OTHER MOTORS RECEPT LTG DESCRIPTION NOTE AMP / P AMP / P 1,5 REC -BIO TESTING E,S1 540 540 20/ 1 1 A 2 20/ 1 720 720 REC- TRAINING RM 4 1,5 REC -BIO TESTING W 900 900 20/ 1 3 B 4 201 1 720 720 REC - TRAINING RM 4 1,5 REC -BIO TESTING CAI AERA 200 200 20/ 1 5 A 6 20/ 1 1200 1200 1 REF - FREEZR 4 5 SPARE 0 20/1 7 B 8 20/1 0 SPARE 5 5 SPARE 0 20/1 9 A 10 20/ 1 0 SPARE 4 REC- TRAINING RM 7201 1 720 201 1 11 B 12 20! 1 0 SPARE 4 REC - TRAINING RM 7201 1 720 20 / 1 13 A 14 20/ 1 0 SPARE 4 REC - TRAINING RM 720 720 201 1 15 B 16 20/ 1 0 SPARE 5 SPARE 0 20 / 1 17 A 18 20/ 720 720 REC -BIO MECH 4 5 SPARE 0 201 1 19 B 20 If 720 720 REC -BIO MECH 4 SPACE 0 201 1 21 A 22 / 3 720 1 7201 REC -BIO MECH 4 SPACE 0 20/1 23 B 24 2011 0 1 SPACE SPACE 0 20/1 25 A 26 2011 0 SPACE SPACE 0 2011 27 B 28 20J1 0 SPACE SPACE 01 20/1 29 A 30 2011 1 0 SPACE PHASE LOADING SUMMARY PANEL LOADING SUMMARY LOAD TYPE (VA) PHA PH B LOAD TYPE CONNECTED NEC CALCULATED POWER DEMAND LOAD KVA DEMAND LOAD FACTOR LOAD KW PANEL CONNECTED PF= 0% LIGHTING 0.0 0.0 LIGHTING 0.0 KVA x 125% = 0.0 KVA x 95% = 0.0 KW RECEPTACLES 3420.0 3780.0 RECEPTACLES CONNECTED MOTORS 0.0 0.0 FIRST 10 KVA 7.2 KVA x 100 % = 7.2 KVA x 100% = 72 KW AMPACITY OTHER 0.0 0.0 REMAINDER OA KVA x 50 %= O.0 KVA X100% = 0.0 KW 35.8 GENERAL 1400.0 0.0 MOTORS LARGEST 0.2 KVA x 125% = 0.3 KVA x 90% = 0.2 Kw NEC DEMAND TOTAL 4820.0 3780.0 PHASE BALANCE A -B REMAINDER -0.2 KVA x 100% = -0.2 KVA x 90% = -0.2 KW AMPACITY = OTHER 0.0 KVA x 125% = 0.0 KVA x 100% = 0.0 KW 36.0 0.3 1.01 GENERAL 1.4 KVA x 100% = 1.4 KVA x 100% = 1.4 KW TOTAL 8.6 KVA 8.7 KVA 0.0 Kw GENERAL NOTES: BREAKER ACCESSORIES PROVIDE NEW UPDATED PANEL DIRECTORIES FOR PANELS THAT ARE INCLUDED IN THIS PROJECT. * = GFCI PROVIDE TYPED DESCRIPTIONS OF NEW CIRCUITS BEING INSTALLED. INDICATE NEW SPARES IN PENCIL * = SHUNT TRIP f N nowns MEMON Mumma D & r r r r r r Denver 2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Vail 10225 Main Street, Unit 0101 1 Edwards, CO 81632 970.926.8960 COnSLlltant REISTRUCTURAL P.O. BOX 8009 AVON, COLORADO 81620 970.748.0711 F.970.748.0722 CATOR RUMA & ASSOCIATES, CO. 896 TABOR STREET LAKEWOOD, CO 80401 303.232.6200 F.303.232.3701 R(af IIIf A A , ,t3 Ar! +r� c 0 624 'C3 + TOV COMMENTS 10SEP10 1 Project Informatioln V i • Med JL%01 I ��C e vm t e r R ESE AR CH L ABORATOR Y 1 81 W Meado Colorado • • t Sheet Information Sheet Title: Sheet Number: *&1S Cator, Ruma & Assoc. FILENAME: P: \WMC \2010 -159 SPRI RESEARCH LAB \CAD \ELEC \P- ES.DWG - E7.01 PLOT: 09/08/2010 @ 4:19pm REV: 09/08/2010 CAD: JRG XREF: tb.dwg DPA Project: 10907.00.400 COPYRIGHT 2010 - WAS PARTNERSHIP, P.C.