Design Requirement Sample Clauses
A Design Requirement clause sets out the specific standards, criteria, or specifications that a design must meet within a contract or project. It typically details the technical, functional, and aesthetic expectations for the deliverable, such as compliance with industry codes, performance benchmarks, or client preferences. By clearly outlining these requirements, the clause ensures that all parties have a mutual understanding of what is expected, reducing the risk of disputes and ensuring the final design aligns with the project's objectives.
Design Requirement. The DG Facility shall be installed in compliance with NEPRA (Alternative & Renewable Energy) Distributed Generation / Net Metering Regulations 2015.
Design Requirement. 6.1. Customer shall or shall cause the design, installation, operation, maintenance and repair of the Equipment, and shall obtain and maintain the required governmental authorizations, permits, and any policy or policies of insurance, as may be required by applicable laws, and this Agreement.
6.2. Customer shall comply with all applicable photovoltaic/solar or wind electrical generating system safety and performance standards established by or under the National Electrical Code (NEC), the Institute of Electrical and Electronics Engineers (IEEE) and accredited testing laboratories, including, without limitation, Underwriters Laboratories (UL), and in accordance with other applicable rules and regulations. The Customer shall comply with the ordinances and requirements of local agencies with jurisdiction over premises where the facilities are installed, such as the Town of Truckee, Nevada County, and Placer County, pertaining to the safety and reliability of electrical generating systems and applicable building codes.
6.3. When references are made to published specifications, codes, standards, or other requirements, it shall be understood that where no date is specified, only the latest specifications, codes, standards, or requirements of the respective issuing agencies which have been published as of the date that the Agreement is signed, shall apply.
Design Requirement. 7.1. Customer shall or shall cause the design, installation, operation, maintenance and repair of the Equipment, and shall obtain and maintain the required governmental authorizations, permits, and any policy or policies of insurance, as may be required by applicable laws, and this Agreement.
7.2. Customer shall comply with all applicable photovoltaic/solar or wind electrical generating system or battery storage system safety and performance standards established by or under the National Electrical Code (NEC), the Institute of Electrical and Electronics Engineers (IEEE) and accredited testing laboratories, including, without limitation, Underwriters Laboratories (UL), and in accordance with other applicable rules and regulations. All systems must meet UL1741 and IEEE 1547 requirements. The Customer shall comply with the Town of Truckee pertaining to the safety and reliability of electrical generating systems and applicable building codes.
7.3. When references are made to published specifications, codes, standards, or other requirements, it shall be understood that where no date is specified, only the latest specifications, codes, standards, or requirements of the respective issuing agencies which have been published as of the date that the Agreement is signed, shall apply.
Design Requirement. The poles shall be designed to meet the following requirements.
a) The poles shall be planted directly in the ground with a planting depth of 1.5 meters.
b) The working load on the poles shall be 200 Kg. applied at 0.6 Mtr. from top.
c) The factor of safety shall not be less than 2.5.
d) The average permanent load should be 40% of the working load.
e) The Factor of safety against first crack load shall be 1.0
f) The ultimate moment capacity in the longitudinal direction should be at least one fourth of that in the transverse direction.
g) The max. compressive stress in concrete at the time of transfer of pre stress should not exceed 0.8 times the cube strength.
h) The concrete strength at transfer shall not be less than half of the 28th day strength ensured in the design i.e. : 420x0.5 = 210 KG./▇▇.▇▇.
i) The concrete cover, measured from outside of pre stressing tendon shall be 20 mm.
j) At the design value, of first crack load the modules of rupture shall not exceed 55.2 Kg./cm for M-42 concrete.
Design Requirement. Comment ▇▇▇▇▇
Design Requirement. The DG Facility shall be installed in compliance with NEPRA ARE Distributed Generation/ Net Metering Rules 2014. ʹǤ ǯ Applicant represents and warrants that:
a. The DG Facility is fully and accurately described in the Application;
b. All information in the Application is true and correct;
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d. Application has been given warranty information and an operation manual for the DG Facility;
e. Applicant has been adequately instructed in the operation and maintenance of the DG Facility.
Design Requirement. The poles shall be designed to meet the following requirements.
a) The poles shall be planted directly in the ground with a planting depth of 1.
Design Requirement. PRS001 SECTION 6.: IT IS CRITICAL THAT THE SYSTEM SOFTWARE performs four basic functions. These functions are Acquisition, Display, Data Transfer/Storage and Diagnostics. SECTION 6 A. The Diagnostic module will acquire data and correct energy scale.
Design Requirement. Not Stated in PRS001
3.4.1 SOFTWARE REQUIREMENTS The count data in host memory is in raw energy units and shall be converted to energy units of keV. This conversion shall be performed using a file containing gain and offset coefficients for each detector element. Energy corrections shall be applied to each event before the event is subject to an energy window test.
Design Requirement a) Any addition to the footprint of the existing building in excess of 20% of the existing gross floor area, in accordance with the by-law, for the purposes of expanding restaurant operations, will require that the applicant enter into a new development agreement with the Municipality.
b) The exterior cladding and roof materials of any addition shall be substantially similar to that of the existing dwelling.
c) Any addition shall incorporate a roofline similar to the one on the existing dwelling.
d) The addition will comprise a two-storey structure with a pitch roof similar to that of the existing dwelling.
e) The building will be comprised of one commercial restaurant and one dwelling only.