Live Loads Clause Samples

The 'Live Loads' clause defines the requirements and limitations regarding the weight and movement of people, furniture, equipment, and other temporary items within a building or leased space. It typically specifies the maximum load that floors or structural elements can safely support, often measured in pounds per square foot, and may require tenants or occupants to avoid exceeding these limits. This clause ensures the structural integrity of the property and allocates responsibility for preventing damage or unsafe conditions caused by excessive or improper loading.
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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. As indicated on Drawings. a. Shear Load: As indicated on shop Drawings. b. Bending Moment: As indicated on shop Drawings.
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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. 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) Machine or equipment room 750 Offices and general floor 500 Stairs, platforms, walkways 500 Flat Roof floor 250 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 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:
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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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Related to Live Loads

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

  • Annual Leave Loading During a period of annual leave an employee will receive a loading of 17.5 per cent calculated on the employee’s normal hourly rate of pay and the daily fares allowance if applicable. The loading will also apply to proportionate leave on lawful termination.

  • 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 a 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.

  • One-Way Interconnection Trunks 2.3.1 Where the Parties use One-Way Interconnection Trunks for the delivery of traffic from Onvoy to Frontier, Onvoy, at Onvoy’s own expense, shall: 2.3.1.1 provide its own facilities for delivery of the traffic to the technically feasible Point(s) of Interconnection on Frontier’s network in a LATA; and/or 2.3.1.2 obtain transport for delivery of the traffic to the technically feasible Point(s) of Interconnection on Frontier’s network in a LATA (a) from a third party, or, (b) if Frontier offers such transport pursuant to a Frontier access Tariff, from Frontier. 2.3.2 For each Tandem or End Office One-Way Interconnection Trunk group for delivery of traffic from Onvoy to Frontier with a utilization level of less than sixty percent (60%) for final trunk groups and eighty-five percent (85%) for high usage trunk groups, unless the Parties agree otherwise, Onvoy will promptly submit ASRs to disconnect a sufficient number of Interconnection Trunks to attain a utilization level of approximately sixty percent (60%) for all final trunk groups and eighty-five percent (85%) for all high usage trunk groups. In the event Onvoy fails to submit an ASR to disconnect One-Way Interconnection Trunks as required by this Section, Frontier may disconnect the excess Interconnection Trunks or bill (and Onvoy shall pay) for the excess Interconnection Trunks at the rates set forth in the Pricing Attachment. 2.3.3 Where the Parties use One-Way Interconnection Trunks for the delivery of traffic from Frontier to Onvoy, Frontier, at Frontier’s own expense, shall provide its own facilities for delivery of the traffic to the technically feasible Point(s) of Interconnection on Frontier’s network in a LATA.

  • Equipment Usage Equipment provided by Sauk County Department of Human Services is the property of Sauk County Department of Human Services. Upon termination of the Contractors employee using the equipment, or termination of the contract between Sauk County DHS and the said Contractor, the equipment must be returned within (5) five working days. If the equipment is damaged or not returned, the Contractor will be held responsible for the replacement cost of the equipment. Sauk County may withhold from future payments the replacement cost of the said equipment or take any other necessary action.