Miami University Design Standards

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1 Miami University Design Standards INDEX General Division 01 Supplemental Conditions Division 02 Existing Conditions Division 03 Concrete Division 04 Masonry Division 05 Metals Division 06 Wood, Plastics, and Composites Division 07 Thermal and Moisture Protection Division 08 Doors & Windows Division 09 Finishes Division 10 Specialties Division 11 Equipment Division 12 Furnishings Division 13 Special Construction Division 14 Conveying Equipment Division 15 Fire Protection Specialties Division 16 RESERVED FOR FUTURE EXPANSION Division 17 RESERVED FOR FUTURE EXPANSION Division 18 RESERVED FOR FUTURE EXPANSION Division 19 RESERVED FOR FUTURE EXPANSION Division 20 - RESERVED FOR FUTURE EXPANSION Division 21 Fire Suppression Division 22 Plumbing Division 23 Heating, Ventilating and Air Conditioning Division 24 - RESERVED FOR FUTURE EXPANSION Division 25 Integrated Automation Division 26 Electrical Division 27 Communication Division 28 Electronic Safety and Security Division 29 - RESERVED FOR FUTURE EXPANSION Division 30 - RESERVED FOR FUTURE EXPANSION Division 31 Earthwork Division 32 Exterior Improvements Division 33 Utilities Division 34 Transportation Division 35 Waterway and Marine Division 36 RESERVED FOR FUTURE EXPANSION Division 37 RESERVED FOR FUTURE EXPANSION Division 38 RESERVED FOR FUTURE EXPANSION

2 Division 39 - RESERVED FOR FUTURE EXPANSION Division 40 Process Integration Division 41 Material Processing and Handling Equipment Division 42 Process Heating, Cooling and Drying Equipment Division 43 Process Gas and Liquid Handling, Purification and Storage Equipment Division 44 Pollution Control Equipment Division 45 Industry Specific Manufacturing Equipment Division 46 Water and Wastewater Equipment Division 47 - RESERVED FOR FUTURE EXPANSION Division 48 Electrical Power Generation Division 49 - RESERVED FOR FUTURE EXPANSION

3 DESIGN GUIDELINES I. Introduction A. Design Intent 1. Miami University has over the years developed a vocabulary of building and landscape which has come to be strongly identified with this educational experience. Brick structures, predominately of a Georgian style, organized into quadrangles, has been the image of the school from its early history. It is intended that this be continued. In keeping with the Americans with Disabilities Act of 1990, all buildings, spaces and parking shall be designed to meet or exceed these Federal Standards. The inventory of mature trees, that canopy walks and green areas, are strongly associated with the Miami campus. It is anticipated that each new structure added to the setting will include a landscape plan which will complement the structure as well as the existing campus pattern. II. III. Concurrently, as new technologies are tested and available, particularly those dealing with energy conservation and recycling, they should be considered for implementation into the campus environment. The design intent extends also to the budget of the project. It is expected and required that the project be designed and delivered within the funds available. Architecture A. Each new structure must be a worthy contribution to the inventory of buildings on the campus of Miami University. Buildings are expected to a modified Georgian style where possible. Belden Berwick Blend brick with vine mortar joint, has been selected as the masonry and joint of choice, with caps, lintels, and other ornament in limestone. Within this palette, it is expected that the design will respected the pedestrian scale of the campus, acknowledge existing circulation patterns and massing, and to complement the existing campus fabric. Functionally, it must address and accommodate the given program in a satisfying and intellectually stimulating manner. B. Maintenance 1. All systems, spaces, materials, shall be designed for proper, efficient, and economical maintenance. Materials and finishes are selected to withstand University activities over the life of the building. Miami University believes that in most cases, initial investment in quality material, construction, and installation will prove economical over the life of the project. All systems are to be accessible, serviceable, and maintainable. Durability and ease of maintenance is a major consideration in the design of additional building stock. C. Design Process 1. The Associate is required to involve the University in the development of building exteriors and adjacent appurtenances by conferring with the University Architect/Engineer during development of preliminary plans. Furnish a number of elevation studies for review. The submission of detailed elevations without prior review may result in rejection of the entire preliminary submittal and require complete redesign. Site Planning and the Landscape A. The selection and planning of the site including the building orientation, layout, and parking are of prime importance in the integration of the building into the campus fabric. Trees,

4 especially healthy and mature specimen are highly valued on the campus, and should be carefully protected and celebrated. The alignment of drives, facades, and continuity of spaces are some factors in creating continuity of the campus. B. Maintenance 1. Exterior space must be designed with concern for maintenance. Snow removal, lawn mowing and leaf removal should be accommodated when specifying paved areas, materials, slopes, and widths of lawn areas. C. Design Process 1. The Architect/Engineer shall visit the site and evaluate proposed locations of the project and shall discuss problems related to siting with University officials before beginning design. The employment of a professional Landscape Architect is expected, particularly where the structure affects open space or there exists a complex set of site issues. The Architect/Engineer is encouraged to generate alternative design concepts from those based strictly on the Program of Requirements, if site conditions indicated that other arrangements are merited. Consultation and final determination with University personnel is required. Integration with the campus master plans through field surveys and measurements must occur. The Associate is responsible for the accuracy of information shown on the contract drawings. Note: The associate responsible for Electrical Design shall, as part of the design, incorporate an ARC Fault Study and labeling of electrical equipment with Arc Flash Hazard Warning & Maximum Available Fault Current labels as mandated in the National Electric Code, Article and IV. Structural Systems A. Structural systems must be designed to provide ease, economy and structural integrity. Any non-conventional structural system should be approved by the University Architect/Engineer early in the schematic design phase. Technical innovation and the inevitable modifications in curriculum requires flexibility in building spaces. Interior floors and wall systems should be designed to accommodate change. B. Scope- Primary Systems 1. Load Requirements 2. Building Systems i. Integrated Systems, Flexibility and Adaptability, Finishes and Preparation, Interior and Exterior, Long term preventive maintenance and Life ii. Load Bearing Masonry iii. Structural Steel iv. Structural Concrete v. Pre-Cast Concrete C. Secondary Systems 1. Equipment Support Systems; Vibration & Sound Isolation V. Mechanical Systems See Fire, HVAC, Plumbing, and Electrical VI. Fire Protection A. Basis of Fire Suppression Requirements 1. Code (current edition and most restrictive) i. Ohio Building Code (OBC), National Fire Protection Association (NFPA) or Miami University requirements and current insurance carriers requirements. 2. Cost/Benefits

5 i. A cost/benefit analysis of installing a suppression system will be done where it is not required by code. The cost of the fire suppression system shall be considered against the less restrictive fire separations and the long term flexible use of the building, plus any insurance incentives. 3. Preferred Systems i. Wet systems generally used- dry pipe systems should be used in areas subject to freezing ii. Alternate systems: in areas where water damage to furnishing and equipment necessitate alternate systems, one of the following should be considered, potentially requiring code variances: a) Pre-action suppression system b) Carbon dioxide based system c) Halon substitutes (Intergen FM-200) d) More restrictive fire separation iii. Other conditions/requirements: a) Dry pipe systems should be used in areas subject to freezing b) Flow test if required by the project, the university will provide a system to the Architect/Engineer for design c) Drawings shall indicate type and coverage of suppression system B. Fire Service 1. Fire service shall be a combined dual fire protection and domestic service to the building with a curb box shutoff at the street. (Install per local water suppliers requirements.) Route under paving and to protect existing and planned vegetation. C. Components of the System 1. Standpipe i. Code a) shall be designed according to the current Ohio Basic Building Code and National Fire Code (14). ii. Other Requirements a) Install fire hose only if required by code b) Cabinets containing 1! valve shall be installed outside fire rated stair c) 2! valve cabinets shall be installed in stair 2. Fire Extinguishers and Cabinets i. All fire extinguishers and cabinets not containing valves shall be supplied under General Conditions 3. Exterior Hydrants i. Location a) Review hydrant locations with the university project manager and the University Fire Marshall b) Hydrants shall be located to provide coverage of the entire building under consideration ii. Hydrant Design a) University Standard (see Plumbing) b) Threads shall conform to local fire department requirements iii. Installation a) Follow National Fire Code for installation D. Local Fire Department Connection 1. Locate connection near a fire hydrant and accessible to fire department. Discuss conditions with the university project manager and the University Fire Marshall E. Reviewing Authorities 1. In addition to the University reviews, the University s insurance carrier and the local Fire and Water Departments will review and provide design input

6 F. Connections and Drains Tests 1. Lines shall discharge to drains and piping of adequate size to handle required flow 2. If lines are discharged outside the building, they shall go directly to a catch basin or yard drain of adequate size to handle the flow. (Do not discharge on the grade.) VII. Plumbing See plumbing VIII. Water Service A. Capacity and pressure of distribution system should be verified with the local water authority B. Obtain installation guidelines for new service from local water authority C. Some main water lines on campus are owned and maintained by the University D. All metering is done within the building. Remote reading meters are used for the convenience of the local water authority E. Investigate the need for a pressure reducing station for raw water at each building. The purpose of the station is to protect piping and equipment and reduce water consumption F. Water service entrance to include dual backflow preventers or a bypass if allowed by local water authority and meter arrangement. Gauges shall be located as called for in the specifications G. Provide additional backflow preventers as required for make-up water to other systems H. Salt storage and brine tanks shall be installed in a separate room on 4 high house keeping pads I. Exterior wall hydrants shall be served with raw city water. All water is to be treated. J. Route under paving and to protect existing and planned vegetation IX. Sanitary Service A. Non-University Ownership 1. Some sewers on campus are owned and maintained by the University 2. Verify capacities of existing system with local sewer authority 3. Obtain installation guidelines for new service form the local sewer authority B. Drains 1. Floor drains shall be provided where required to avoid long indirect lines from equipment 2. Drains shall be protected from evaporation of traps by using master traps that are kept wet by trap primers 3. Route lines under paving and to protect existing and planned vegetation C. Interceptors 1. Interceptors should be located to provide easy access for cleaning 2. Grease traps shall be located outside where they can be services by sanitation pump truck 3. Where corrosive or hazardous wastes are discharged, an interceptor capable of removing detrimental material shall be installed D. Storm Sewer Service 1. Obtain installation guidelines and ordinances pertaining to storm water runoff. Site detention may be required depending on potential increase in runoff due to proposed construction 2. Catch basins, trenches, and manholes as required 3. Route lines under paving to protect existing and proposed vegetation E. Gas Service 1. Obtain capacity and pressure of distribution system from the local gas company 2. Obtain installation guidelines from local gas company 3. Route lines under paving to protect existing and proposed vegetation F. Domestic Hot and Cold Water 1. Shock absorbers shall be installed in all branch hot and cold water lines

7 2. Generally steam is used as the medium to heat domestic hot water. If domestic hot water is critical during steam shutdown, then a backup electric unit is generally installed. An alternate system will be considered on an individual basis 3. Systems shall have a circulation piping complete with a circulation pump, check valve, and balancing valve for each zone 4. Piping insulation and water heater shall comply with current Ohio Energy Code G. Plumbing Fixtures 1. Shall be wall mounted on carrier (see Plumbing) H. Sump Pumps 1. Critical areas shall be provided with two pumps, one of which is a stand-by. Pumps shall alternate after each run 2. As soon as possible after the vertical rise, drain the horizontal by gravity 3. Provide high-water alarm to the central remote power management system (RPMS) I. Sewage Ejectors 1. Sewage ejectors shall be duplex for system reliability. Each pump shall be capable of handling the entire load 2. Pumps shall alternate after each run 3. Keep the length of pressurized pipe to a minimum. As soon as possible after reach, horizontal piping shall flow by gravity 4. Use pump only when absolutely necessary or cost of gravity drain system is prohibitive X. Heating, Ventilating, Air Conditioning (see HVAC) A. Central Utilities 1. The University has a central steam and condensate system. Steam is generated at 100 to 125 pounds per square inch gravity (PSIG) and returned via a combined pumped and gravity system 2. Steam is distributed via tunnels, lip top tunnels, and conduit direct burial 3. Central chilled water systems originate from two plants. Variable speed pumps direct water to and from primary chilled water in plant 4. Loading of different utilities should be checked with the University 5. The central system is preferred by the University. Economically, extending the central system, could be compared to having a standby system. Boilers using natural gas for firing must have an alternate backup fuel oil system. 6. Route lines under paving to protect existing and future vegetation B. Equipment Space 1. It is preferred to have chillers, heat exchangers (boilers), air handling equipment inside the building 2. Cooling towers, condensing units, and exhaust fans are preferred outside the building 3. Components located outside the building should be considered by the Associate in the total design of the building or landscape. The university Architect/Engineer should approve arrangement before proceeding with the design. Failure to obtain approval may result in redesigning the scheme at no additional cost to the University 4. Barriers shall not interfere with the performance of a system 5. Space shall be provided to service equipment per manufacturer s recommendations. No equipment, piping, or duct work shall have to be removed to service another piece of equipment 6. Adequate lighting should be provided at work surfaces of equipment and controls. This is usually accomplished by specifying a minimum number of lights and locating them in the field during construction after duct work, piping, and equipment are in place

8 7. Provide adequate number of outlets for maintenance power tools used and supplemental lighting. Provide ground fault receptacles in areas where water might stand, puddle, or spray 8. Maintain minimum code recommended height clearances in aisles of equipment rooms 9. All items requiring maintenance or periodic adjustment shall be accessible without using special means. Contractor shall be cautioned to report such conditions to the Project manager for resolution C. System Selection 1. The system selected shall be designed to automatically match the changing heating and cooling loads 2. Quantity and zoning of air handlers shall be determined by occupancy schedules allowing shutdown of equipment when spaces are not used 3. The entire year should be reviewed when selecting systems for different areas of a building 4. Consider part load conditions and diversity when selecting systems 5. Consider VAV (Variable Air Volume) with reheat where it matches the partial load conditions 6. Consider baseboard radiation where the heat loss of perimeter wall exceeds 250 BTUH per lineal foot 7. Perimeter heating shall have a separate piping system from other heat exchanger devices in the building. If loads require, perimeter system shall be split into exposure zones and water temperature reset per zone 8. Pumps serving reheat system shall run whenever air handling units are running 9. Pump serving heating coils in air handling units should not run except when heating is required 10. Pumps for perimeter radiating shall be controlled by outside air temperature 11. Heating systems shall have provisions for 100 percent backup 12. Cooling systems do not need redundancy in pumps unless the building has materials which would be damaged by an outage 13. The University has a control procedure for connecting buildings to the existing chilled water system through the RPMS. Obtain this information through the Energy and Engineering Division 14. Chilled water cooling systems are preferred. If direct expansions systems must be used, the reasons should be outlined in writing and discussed with the University Engineer 15. Hot water system for heating is preferred. If Associates intend to incorporate other systems, reasons should be presented in writing and discussed with the University Engineer 16. Relief vents from steam pressure reducing stations shall be discharged outside of the building in a safe location away from air intake 17. Central steam shall not be used for humidification for air handling systems 18. All utilities (steam/condensate, chilled water, etc.) shall be metered and monitored by a remote power management system (RPMS) D. Temperature Control 1. All control points will be networked with the existing Landis and Gyr Powers System Direct digital control with pneumatic operators shall be used for all building environmental systems. If other systems are considered, the reason must be given in writing to a university engineer for discussion 3. Control air compressors shall be duplex tank mounted, with automatic tank drain. Automatic alternator shall alternate compressors after each start

9 4. Compressed air shall have oil filter in series. Refrigerant dryer shall be in series with a desiccant dryer sized to protect system if refrigerant dryer should fail 5. Pressure reducing valves shall provide required pneumatic main pressures required in the system XI. Electrical A. Electrical Distribution 1. The University owns a 69KV to 4.16KV substation which is fed by CG&E 2. Dual feeders from the substation feed three primary switching stations located on the campus. Circuits from the primary switching station to feed multiple buildings through pad mounted and manhole mounted high voltage systems. Some circuits are looped for reliability 3. Substations are generally located inside in their own room. For buildings having major motor loads, a 460 volt 3 phase system will be installed together with a 208 volt, 3 phase 4-wire system for lighting and power distribution 4. In buildings with smaller loads, a single 208 volt, 3 phased, 4-wire system may be installed 5. A consumption meter together with a demand meter shall be installed in each substation. In substations with two transformers, means will be provided within the station so that one transformer can be worked on while the other remains in operation 6. A main distribution center will be provided for each voltage in substation. Circuits from main distribution center shall feed panels, motor control centers, equipment with their own starters, etc. 7. All current carrying components shall be made of copper 8. All high voltage distribution shall be buried B. Motor Control Centers 1. Motor control centers will be used wherever there are concentrated motor loads 2. Motors shall be grouped by system in the motor control center 3. Control wiring diagrams shall be shown for all motors. Show connections for hard wire connections for remote start and interlock wiring 4. The decision on hard wiring interlocks versus software interlocks will be made depending on the critical nature of the process C. Fire Alarm System 1. The University prefers and addressable system where a new system is being installed 2. All components should be by one manufacturer 3. Components of fire suppression systems including tamper switches, flow switches, pressure switches, shall be provided and wired by the Electrical Contractor and turned over to the Fire Protection Contractor for installation 4. Try to match the fire zone to suppression zones 5. All wiring shall be in conduit and as required by manufacturer 6. The fire alarm panel shall be located in a location acceptable to University and the Local Fire Authority 7. Auxiliary contacts for alarm and trouble signals shall be provided for connection to RAMS 8. Smoke detectors provided by others shall be wired to fire alarm system D. Security System 1. Generally a minimum of an empty conduit is provided to control access doors as well as other items such as motion, sound sensors, audio visual equipment, etc., defined in the program

10 2. Wiring for systems shall be in conduit E. Communications System 1. This Contractor shall be responsible for the distribution system of conduit and cable tray F. Lighting Systems 1. The University wants the most energy efficient lighting system available for the project conditions 2. Design switching to match occupancy schedules 3. Provide multiple levels of switching for large rooms (open offices, classrooms, and auditoriums). Note the requirements for switching in AudioVisual Guidelines 4. Three way switching shall be provided for rooms having multiple means of egress 5. The circuiting should be designed to allow the addition of daylighting controls 6. The University wishes to minimize the number of different ballasts and lamps on projects. If lamps and ballasts are to be specified that are not currently used, the reason for using this item shall be put in writing and approval to use received from the University Engineer 7. Decorative lighting should have circuiting designed so that the RMPS can shed during peak demand without affecting the required lighting 8. Large public areas where reduced lighting levels would be acceptable for short periods of time should be considered for multiple switching controlled by RPMS for demand limiting 9. Incandescent use is prohibited except where required for audiovisual or other special programming situations 10. Where incandescent is used in audio visual presentations, it should be interlocked with the florescent system to prevent both lighting systems from operating at the same time G. Emergency Generator 1. Generally this unit serves the emergency lighting and exit lighting and other power for special systems for example sump or sewage pumps. Other special requirements will be described in the project program 2. The University prefers a generator system to batter powered lights. If a generator is not to be used, the reasons shall be described in writing and reviewed by the University Engineer for a final decision 3. The University prefers gas fired generators

11 DESIGN STANDARDS Division 01 Supplemental Conditions Refer to SAO website"".(check w/fco)