PERFORMANCE REQUIREMENTS A Clause Samples
The 'Performance Requirements A' clause sets out the specific standards or criteria that a party must meet in fulfilling their contractual obligations. Typically, this clause details measurable benchmarks such as quality levels, timelines, or output specifications that must be achieved during the course of the agreement. For example, it may require a contractor to complete work by a certain date or to adhere to industry standards in delivering services. The core function of this clause is to ensure that both parties have a clear understanding of what constitutes satisfactory performance, thereby reducing the risk of disputes over whether contractual duties have been properly fulfilled.
PERFORMANCE REQUIREMENTS A. Sealants shall comply with CALGreen Notes located on Sheet CP0.0.0 - Code Analysis.
PERFORMANCE REQUIREMENTS A. General Performance: Metal roof panels shall comply with performance requirements without failure due to defective manufacture, fabrication, installation, or other defects in construction. B. Air Infiltration: Air leakage through assembly of not more than 0.06 cfm/sq. ft. (0.3 L/s per sq. m) of roof area when tested according to ASTM E 1680 at the following test-pressure difference: 1. Test-Pressure Difference: Negative 1.57 lbf/sq. ft. (75 Pa) C. Water Penetration: No water penetration when tested according to ASTM E 1646 at the following test-pressure difference: 1. Test-Pressure Difference: 2.86 lbf/sq. ft. (137 Pa) D. FMG Listing: Provide metal roof panels and component materials that comply with requirements in FMG 4471 as part of a panel roofing system and that are listed in FMG's "Approval Guide" for Class 1 or noncombustible construction, as applicable. Identify materials with FMG markings. 1. Fire/Windstorm Classification: Class 1A-90 E. Structural Performance: Provide metal roof panel assemblies capable of withstanding the effects of gravity loads and the following loads and stresses within limits and under conditions indicated, based on testing according to ASTM E 1592: 1. Wind Loads: Determine loads based on the following minimum design wind pressures: a. Uniform pressure of 20 lbf/sq. ft. (957 Pa), acting inward or outward. 2. Snow Loads: 30 lbf/sq. ft. (1436 Pa).
PERFORMANCE REQUIREMENTS A. General Performance: Aluminum-framed systems shall withstand the effects of the following performance requirements without exceeding performance criteria or failure due to defective manufacture, fabrication, installation, or other defects in construction:
1. Movements of supporting structure indicated on Drawings including, but not limited to, story drift and deflection from uniformly distributed and concentrated live loads.
2. Dimensional tolerances of building frame and other adjacent construction.
3. Failure includes the following:
a. Deflection exceeding specified limits.
b. Thermal stresses transferring to building structure.
c. Framing members transferring stresses, including those caused by thermal and structural movements to glazing.
d. Noise or vibration created by wind and by thermal and structural movements.
e. Loosening or weakening of fasteners, attachments, and other components.
f. Sealant failure.
g. Failure of operating units.
PERFORMANCE REQUIREMENTS A. Comply with applicable provisions of the following specifications and documents: 1. ANSI/AISC 303. 2. ANSI/AISC 360. 3. RCSC's "Specification for Structural Joints Using High-Strength Bolts."
PERFORMANCE REQUIREMENTS A. Composite wood products shall comply with CALGreen Notes located on Sheet CP0.0.0 - Code Analysis.
