Live Loads Sample Clauses

Live Loads. Live loads shall consist of uniform live loads and equipment live loads. These uniform live loads shall not be applied to floor areas which will be permanently covered with equipment. Equipment live loads are calculated loads based upon the actual weight and size of the equipment and parts. Equipment live loads shall also include loading to be placed on floors during dismantling, or temporarily placed on or moved over floors during installation. Floors and supporting members which are subject to heavy equipment live loads shall be designed on the basis of the weight of the equipment in addition to a uniform load of 50 psf, or specifically defined live loads, whichever is greater. Each member in the floor which may carry these loads shall be designed for the heaviest piece or pieces of equipment arranged in the most critical position. - FLOOR LIVE LOADS. Ground floor slabs shall be designed for a minimum of 250 psf in equipment laydown areas and all areas where 2-ton forklift operation is determined during the design. Consideration shall be given to designing appropriate areas of the ground floor for support of heavy equipment such as construction and maintenance cranes. Slabs for control and switchgear areas shall be designed for a minimum of 150 psf, or the actual weight plus 50 psf for surrounding open areas. Ground floor slabs for shops and auxiliary buildings shall be designed for 150 psf. Storage areas shall be designed for the actual weight of the stored material, but no less than 150 psf in light storage areas and 250 psf in heavy storage areas (maintenance shop). Suspended grating floors shall be designed for a loading of 100 psf to supporting members. The grating itself shall be designed for 150 psf (dead plus live loads) to minimize deflection. --------------------------------------------------- ------------------------ EPC - Exhibit B ------------------------ TENASKA GEORGIA GENERATION PROJECT Page 30 of 132 --------------------------------------------------- ------------------------ --------------------------------------------------- ------------------------ - SUSPENDED FLOORS. Suspended floors shall be designed for the following load conditions: Minimum Uniform Load ------------ psf Maintenance Platforms 150 Stairways, Landings/Corridors 100 Access Grating Platform 100 - ROOF LOADS. All roof areas shall be designed for wind loads as indicated in Wind Loads. Ponding loading effect due to roof deck and framing deflections shall be determined in ...
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Live Loads. Typical Floor 100 psf Roof per Code (incl. (boca snow drift) Print Center 200 psf minimum (subject to ventilation) of equipment) Live Load reduction per code on floor girders, columns and foundations only.
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Live Loads. Live loads shall be in accordance with the ASCE Standard American Society of Civil Engineers Minimum Design Loads for Building and other Structures, ANSI/ASCE 7-95, unless local governing code is more severe.
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Live Loads. The bridge shall be designed for live loads of IRC Class 70-R loading or of IRC Class “A” loading or a combination of these loadings that can be accommodated within the carriageway to produce most severe stresses.
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Live Loads. Design live loads shall be not less than those stipulated by the applicable code and, in addition, shall be not less than the minimum live loads specified in Table “Minimum Design Live Loads” below which include imposed loads relating to operational and maintenance of the terminal buildings. If the Contractor proposes to use a reduction in the intensity of imposed roof loading as listed below for any particular ancillary building, he shall be obliged to satisfy the Engineer as to the validity and appropriateness of the reduced value. Live Load (kg/m²) Administration Building Machine or equipment room 750 Offices and general floor 500 Stairs, platforms, walkways 500 Flat Roof floor 250 RTG Workshop Building Ground floor Diesel room, welding & paint workshop 750 Storage - ground floor 750 Maintenance area 1,500 Upper floors Mezzanine storage 750 Office and general floor 500 Other rooms 750 Stairs, platforms, walkways 500 Metal Roof 50 Other Buildings and Structures Machine or equipment room 750 Offices and general floors 500 Flat roof floor 250 Metal roof 50 Table 13-1: Minimum Design Live Loads Live loads in equipment areas shall include utilities plant / equipment loads and circulation / access loading. Equipment loading conditions associated with assembly and maintenance activities in combination with circulation/access loading shall be considered and the worst condition adopted for design. Particular attention should be paid to loads arising from equipment requirements.
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Live Loads. Revise first (1st) paragraph as follows: Do not allow power-operated buggies, diamond grinding, and diamond saw grooving to cross a deck until fourteen (14) days after the deck concrete in a span has been placed and then only if the combined weight of the equipment is less than 10,000 pounds and the deck concrete has attained a minimum compressive strength of 3,000 pounds per square inch. Revise third (3rd) paragraph, last sentence as follows: This authorization will be given as follows: · A truck mixer not exceeding 8.0 kilometers/ hour (5 m.p.h.) can be placed on the deck for construction of other concrete appurtenances when the concrete in the deck has attained a minimum strength of 23 MPa 3350 pound per square inch and after minimum seven (7) day wet cure. Only one truck will be allowed on the deck at a time in a span or continuous unit for each truck placement occurrence. · Bridge deck open to traffic after a period of 14 days after placing the last deck concrete and a minimum deck concrete strength of
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Related to Live Loads

  • Leave Loading 10.2 The employer and the individual employee must have genuinely made the agreement without coercion or duress.

  • Annual Leave Loading (a) In addition to their ordinary pay, an employee, other than a shiftworker, will be paid an annual leave loading of 17.5% of their ordinary pay on a maximum of 152 hours/four weeks annual leave per annum.

  • Network Interconnection Architecture Each Party will plan, design, construct and maintain the facilities within their respective systems as are necessary and proper for the provision of traffic covered by this Agreement. These facilities include but are not limited to, a sufficient number of trunks to the point of interconnection with the tandem company, and sufficient interoffice and interexchange facilities and trunks between its own central offices to adequately handle traffic between all central offices within the service areas at P.01 grade of service or better. The provisioning and engineering of such services and facilities will comply with generally accepted industry methods and practices, and will observe the rules and regulations of the lawfully established tariffs applicable to the services provided.

  • Bandwidth the amount of data (quantified as “Mbps” or “Gbps”) made available to Customer as specified in a Service Order.

  • One-Way Interconnection Trunks 2.3.1 Where the Parties use One-Way Interconnection Trunks for the delivery of traffic from CBB to Verizon, CBB, at CBB’s own expense, shall:

  • Equipment Cleaning (a) Areas, known by Forest Service prior to timber sale advertisement, that are infested with invasive species of concern are shown on Sale Area Map. A current list of invasive species of concern and a map showing the extent of known infestations is available at the Forest Supervisor’s Office. For purposes of this provision, “Off-Road Equipment” includes all logging and construction machinery, except for log trucks, chip vans, service vehicles, water trucks, pickup trucks, cars, and similar vehicles.

  • Floor Load Tenant shall not place a load upon any floor of the Premises that exceeds 50 pounds per square foot “live load”. Landlord reserves the right to reasonably designate the position of all Equipment which Tenant wishes to place within the Premises, and to place limitations on the weight thereof.

  • REPAIRED OR REPLACED PARTS / COMPONENTS Where the Contractor is required to repair, replace or substitute Product or parts or components of the Product under the Contract, the repaired, replaced or substituted Products shall be subject to all terms and conditions for new parts and components set forth in the Contract including Warranties, as set forth in the Additional Warranties Clause herein. Replaced or repaired Product or parts and components of such Product shall be new and shall, if available, be replaced by the original manufacturer’s component or part. Remanufactured parts or components meeting new Product standards may be permitted by the Commissioner or Authorized User. Before installation, all proposed substitutes for the original manufacturer’s installed parts or components must be approved by the Authorized User. The part or component shall be equal to or of better quality than the original part or component being replaced.

  • Time Off in Lieu of Overtime Employees who work overtime will not be required to take time off in regular hours to make up for overtime worked. Time off in lieu may be taken on a mutually agreed upon basis between the employee and the Hospital, such time off will be the equivalent of the premium rate the employee has earned for working overtime. The Hospital shall revert to payment of premium rate if time off is not taken within ninety (90) calendar days of the work week in which the overtime was earned or, with the employee’s agreement, within 12 months of that work week.

  • Wire Unbundled DS1 Digital Loop This is a designed 4-wire Loop that is provisioned according to industry standards for DS1 or Primary Rate ISDN services and will come standard with a test point, OC, and a DLR. A DS1 Loop may be provisioned over a variety of loop transmission technologies including copper, HDSL-based technology or fiber optic transport systems. It will include a 4-Wire DS1 Network Interface at the End User’s location.

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