General Design Criteria Sample Clauses

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
AutoNDA by SimpleDocs
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. 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 Davis, 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. 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. 2.8.1 County and/or District shall notify MTA of any revisions or additions to the County Standards, promptly after their formal issuance or adoption. The Design of each Rearrangement, whether furnished by County, District or by MTA (or by their consultants or contractors), shall conform to the County Standards identified in Section 1.3.12, together with any revisions or additions thereto which are required to be incorporated into the Design product pursuant to the following provisions:
AutoNDA by SimpleDocs
General Design Criteria. A. The Fuel Cell System design shall be of stationary power plant utilizing the Molten Carbonate Type, Phosphoric Acid Type or other proven technology.
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. As applicable, the Consultant shall prepare work in accordance with the latest version of City and/or State procedures, specifications, manuals, guidelines, standard drawings, and standard specifications or previously approved special provisions and special specifications, which include thefollowing  TxDOT Roadway Design Manual  Texas Manual on Uniform Traffic Control Devices (TMUTCD)  TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets andBridges (latest Edition)  National Association of City Transportation Officials (NACTO) Urban Street Design Guide andUrban Bikeway Guide  AASHTO Guide for the Development of Bicycle Facilities  TCEQ Xxxxxxx Aquifer Protection Program  City of Dripping Springs / City of Austin / TxDOT: Transportation Criteria Manual (TCM), Drainage Criteria Manual (DCM), Utilities Criteria Manual (UCM), Environmental Criteria Manual (ECM), City Land Development Code, and other City and/or State approved manuals, as may be applicable The Consultant shall continue to update and maintain the Design Summary Report (DSR). Deliverables:  Updated/Revised DSR to include new and/or updated design criteria - to be submitted prior to60% review
Time is Money Join Law Insider Premium to draft better contracts faster.