General Design Criteria. Internal distribution of the domestic water system shall provide a minimum of 15 psi at each plumbing fixture, with water velocities not exceeding eight (8) feet per second for quiet operation. • Provide insulation on internal distribution of domestic water piping and hot water heaters. • Internal domestic water service shall be provided from a developer/developer supplied meter area. • Hot water heaters shall provide 100°F for general usage. Provide mixing valves, tempering valves. All plumbing fixtures shall be as manufactured by American Standard, Xxxxx, Kohler or approved equal. • Provide drain pan and overflow pipe to nearest open site drain or waste stack from hot water heaters serving toilet rooms, miscellaneous sinks, and kitchen equipment. • Drain pan and overflows shall be used for all non-floor mounted heaters. • Faucets shall be electronically controlled. Provide metering low flow faucets. Lighting • Tenant Improvement lighting systems shall be provided based on the following guidelines: • Bathrooms shall have lighting consisting of LED or fluorescent down (or up/down) lights, recessed wall wash fixtures or wall sconces; • Secondary corridors shall have fluorescent down or up/down lights; Developer is not supplying improvements of any type, this has been assumed to be the TI improvement supplied by the Tenant • Mechanical Rooms & Storage Areas shall have industrial two (2) T5 lamps fluorescent fixtures with aluminum reflectors; • Public spaces shall have architectural type LED or fluorescent fixtures including pendant lights, down or up/down lights, wall washers and wall sconces; (TI cost except elevator) • All lighting will be controlled by a central EMS system with local timed by-pass switches and in accordance with applicable Energy Codes; • Selected fixtures, exit lights and exit signage shall be wired to 24 hour lighting circuits for emergency, security, and night lighting. (TI cost except at elevator)
General Design Criteria. 1. Bikeways shall be designed in accordance with the current standards and guidelines of the Oregon (ODOT) Bicycle and Pedestrian Plan, the American Association of State Highway Transportation Officials (AASHTO) Guide for Development of New Bicycle Facilities, and the Deschutes County Bicycle Master Plan. See DCC 17.48
General Design Criteria. The Landlord’s Base Building Plans and Specifications shall be prepared by licensed engineers and registered architects. The building’s design is based on occupancy classification Business Group B (offices and labs), Assembly Group A-3, Low-Hazard Storage Group S-2 with an option to also host Group L Laboratory Suites. Construction is Type 1A, High-Rise and will conform to applicable state and local codes. Floor to Floor Slab Height: Basement 20’-0” Ground Floor 18’-0” Laboratory Tenant Floors 14’-6” Interior Finished Ceiling Heights: Lobby 12’-0” Tenant Spaces 10’-0” (9’-0” at specialty lab support spaces) Structural Bay Size: 21’-0” x 31’-6” (10’-6” lab planning module) Building Transmission Coefficients: Exterior Wall U Value: 0.062 Roof U Value: 0.034 Glazed Opening Assembly U Value: 0.41 DocuSign Envelope ID: 93B39195-D5C3-430B-8A8C-CCAC6E53AEA8 Aggie Square – Phase 1 UC Xxxxx, Sacramento Campus, CA LSTE - W LEED Compliance: The design of the base building core & shell shall endeavor to achieve LEED v4.0 Silver Certification as defined by the U.S. Green Building Council. Loading Dock: LSTE-W includes a small loading and service area on the west side of the building. This area will accommodate on-grade deliveries only. LSTE-W will have access to the shared central loading dock located east of LSTE-E via the basement level tunnel.
General Design Criteria. Design and construction documents to use English units. Improvements developed will be designed in conformity with the appropriate Overland Park, State and Federal design criteria as set forth in the current versions of the standard design documents. Exceptions will be noted and clearly communicated to the City. Additionally, no interim roadway sections will be analyzed.
General Design Criteria. The following minimum standards and general design criteria apply to the design and construction of this Project:
General Design Criteria. The Landlord’s Base Building Plans and Specifications shall be prepared by licensed engineers and registered architects. The building’s design is based on occupancy classification Business Group B (offices and labs), Assembly Group A-3, Low-Hazard Storage Group S-2 with an option to also host Group L Laboratory Suites. Construction is Type 1A, High-Rise and will conform to applicable state and local codes. Floor to Floor Slab Height: Basement 20’-0” Ground Floor 18’-0” Laboratory Tenant Floors 14’-6” Interior Finished Ceiling Heights: Lobby 12’-0” Tenant Spaces 10’-0” (9’-0” at specialty lab support rooms) Structural Bay Size: 21’-0” x 31’-6” (10’-6” lab planning module) DocuSign Envelope ID: 93B39195-D5C3-430B-8A8C-CCAC6E53AEA8 Aggie Square – Phase 1 UC Xxxxx, Sacramento Campus, CA LSTE - E Building Transmission Coefficients: Exterior Wall U Value: 0.062 Roof U Value: 0.034 Glazed Opening Assembly U Value: 0.41
General Design Criteria. The Landlord’s Base Building Plans and Specifications shall be prepared by licensed engineers and registered architects. The building’s design is based on occupancy type business and assembly, construction type 1B, and will conform to applicable state and local code. Floor to Floor Slab Height: Ground Floor, varies, 18’-0” Tenant Floors, +/- 14’-0” Interior Finished Ceiling Heights: Lobby +/- 12’-0” to 16’-0” Tenant spaces +/- 9’-6” Structural Bay Size: 30’ x 30’ Building Transmission Coefficients: Exterior Wall U Value: 0.062 Roof U Value: 0.034 Glazed Opening Assembly U Value: 0.41
General Design Criteria. The Landlord’s Base Site Plans and Specifications shall be prepared by licensed engineers and registered architects. The site will conform to all applicable codes.
General Design Criteria. 2.7.1 The City shall notify Authority of any revisions or additions to City Standards. The Design of each Rearrangement, whether furnished by City or by Authority (or by their consultants or contractors), shall conform to the City Standards and ordinances as defined in Section 1.4.14, together with revisions or additions thereto, which shall be incorporated into the design product pursuant to the provisions in Section 2.7 of this Agreement.
General Design Criteria. Rearrangement of STATE Conflicting Facilities shall conform to then applicable STATE mandatory standards, procedures and practices in effect as of the STATE Comment Due Date for design engineering or construction of the Rearrangement or Replacement Facility to the maximum extent feasible, taking into account costs, traffic and safety benefits, right-of-way, environmental and PROJECT schedule impacts, etc. However, should special situations arise in which engineering, economic, environmental, or other PROJECT constraints make it impossible or extremely impractical to provide the minimum elements established by STATE’s mandatory standards, STATE and AUTHORITY shall consider the use of substitute or non-standard features when such use best addresses a given situation and the interests of the public. Any exceptions to applicable STATE design standards must be approved or rejected by STATE via the processes outlined in STATE Highway Design Manual and appropriate memorandums and design bulletins published by STATE.
