Structural Integrity Sample Clauses
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Structural Integrity. Subcontractor is responsible for ensuring that the structure of the property can support the CREF.
Structural Integrity. The Contractor guarantees the structural integrity and stability of the Works for the period stated in the Particular Conditions and shall at the Contractor’s cost repair and remedy any collapse or structural defect occurring within that period.
Structural Integrity. All exhibit displays should be designed and erected in a manner that will withstand normal contact or vibration caused by neighboring Exhibitors, hall labors or installation/dismantling equipment such as fork lifts. Displays should be able to withstand moderate wind effects that may occur in the Exhibit Hall when freight doors are open. Exhibitor should ensure that any display fixtures such as tables, racks or shelves are designed and installed properly to support the product or marketing materials to be displayed upon them.
Structural Integrity. Tenant shall cause any office equipment or machinery to be installed in the Premises so as to reasonably prevent sounds or vibrations therefrom from extending outside the Building. Further, except as may already exist as of the Effective Date, no equipment or machinery weighing five hundred (500) pounds, or greater, shall be placed above the first floor of the Premises without advance notice to and approval by Landlord. Such equipment or machinery, if approved by Landlord, shall be placed only at a location designed to carry the weight of such equipment.
Structural Integrity. All exhibit displays should be designed and erected in a manner that will withstand normal contact or vibration caused by neighboring exhibitors, hall laborers, or installation/dismantling equipment, such as forklifts. Displays should also be able to withstand moderate wind effects that may occur in the exhibit hall when freight doors are open. Standard booth (Illustration A) height is 8 feet. No signage or display features will be permitted above this height unless the booth is a perimeter wall booth (Illustration B) in which case the maximum permitted height is 12 feet. If the booth configuration is a peninsula (Illustration C) and/or island (Illustration D) of four booths or more, then maximum height will be 16 feet.
Structural Integrity. A. Contractor shall be responsible for and supervise each operation and work that could affect structural integrity of various building elements, both permanent and temporary.
B. Contractor shall include structural connections and fastenings as indicated or required for complete performance of the Work.
Structural Integrity. All exhibit displays should be designed and erected in a manner that will withstand normal contact or vibration caused by neighboring exhibitors, hall laborers or installation/dismantling equipment such as forklifts. Displays should also be able to withstand moderate wind effects that may occur in the exhibit hall when freight doors are open. Exhibitors should ensure that any display fixtures such as tables, racks or shelves are designed and installed properly to support the product or marketing materials to be displayed upon them. Exhibitors agree to hold NAACP harmless for displays, fixtures and incidents resulting from non-compliance of this policy.
Structural Integrity. 20.1 The Contractor shall provide a written guarantee of the integrity of the structure of the building, which shall remain valid for a period of at least ten (10) years. The guarantee shall be submitted to UNICEF prior to issuance of the Certificate of Substantial Completion.
Structural Integrity. The PCMS housing shall be designed and constructed to withstand a minimum sustained wind load of 65 mph (105kph) in transport mode, and shall meet NEMA TS-4 requirements in operational mode (72 mph minimum overturning wind; 100 mph minimum destruction wind). The PCMS housing shall support a front face ice load of 4 pounds per square foot (19.5 kg per square meter). The PCMS housing shall be designed and constructed to comply with all applicable sections of AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaries and Traffic Signals, Third Draft, March 1999, as well as the fatigue resistance requirements of NCHRP Report 412, Fatigue-Resistant Design of Cantilevered Signal, Sign, and Light Supports.
Structural Integrity. A warranty claim under structural integrity will be valid should any part of the lantern display signs of fatigue, including cracks, fractions, and breakages occurring during the normal intended use for which the product has been designed.