Design Loads Sample Clauses

Design Loads. 1. Structural loading imposed by any of Tenant’s Work on a temporary or permanent basis shall not exceed the following allowable live loads:
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Design Loads. Structural system has been designed to carry a live load of 80 lbs. per sq. ft. plus 20 lbs. per sq. ft. partition allowance and Tenant shall not impose any live load in excess of the foregoing.
Design Loads. A. This Section 4-1.5 [Design Loads] sets out loads to be accounted for in the design of Structures, which are additional to those in CAN/CSA S6 or the ABC, as applicable.
Design Loads. Structural system has been designed to carry the following live loads, and loading imposed by any Tenant’s Work on a temporary or permanent basis shall not exceed the following allowable live loads:
Design Loads. A. Roofs and related structural framing and demising partitions have not been designed for any additional imposed loads. Any structural changes to compensate for additional loading where required by Tenant’s design for Additional Premises III is to be designed by Tenant’s architect or structural engineer and built by Tenant’s Contractor.
Design Loads. Floors Structural floor systems shall be designed with the minimum live loads, including partitions: Dock areas 150-200 psf All other areas 100 psf
Design Loads. The following invitations shall be observed by Tenant in the conduct of Tenant's Work.
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Design Loads. The Company shall select the appropriate design loads or pressures that the civil structures must be able to withstand. In no case, however, shall the design loads and factor of safety be less than the appropriate values specified in the references or standards listed on this Schedule. Design for Durability Components of the Facilities shall be designed to have the following economic life: System Components Economic Life (years) Material Recovery Facility/Transfer Station [] Sanitary Landfill [] Access and On-site Roads [] Equipment [] Others [] The Company shall not use any materials or equipment without any proven track record of economic life. For this purpose, the Company shall submit to the LGU evidence of such track record showing that the proposed materials have an expected working life of at least [] times the economic life specified in the table above. All materials shall be designated by the appropriate industry standard quality classification.
Design Loads. As indicated.
Design Loads 
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