Structural Requirements Clause Samples

The Structural Requirements clause sets out the specific standards and criteria that a building or construction project must meet in terms of its physical structure. It typically details aspects such as materials to be used, load-bearing capacities, safety features, and compliance with relevant building codes or regulations. By clearly defining these requirements, the clause ensures that the finished structure is safe, durable, and fit for its intended purpose, thereby minimizing the risk of structural failures and legal disputes over construction quality.
POPULAR SAMPLE Copied 2 times
Structural Requirements. Show Management has the right to prohibit any exhibit or part of an exhibit which does not adhere to the following: 1. Must not exceed eight feet (8’) in height anywhere within five feet (5’) from the back and must have a professionally finished appearance. 2. Must not exceed four feet (4’) in height anywhere within five feet (5’) from the aisle so as to preserve the line of sight to adjacent exhibits.. 3. End-Cap booths with a backwall display must allow a minimum 3 feet (3’) open margins from aisles on each side to preserve the line of sight to exhibits located behind the backwall.
Structural Requirements. The Purchaser is responsible for coordinating with their local building code enforcement agencies to determine the building code requirements for their building site in regard to live load, snow load, wind exposure and rating, and any other code requirements in force at the time of sale. CODE and NON-CODE STRUCTURES: ATI’S CODE STRUCTURES are designed to meet the minimum International Building Code (IBC) requirements. ATI code structures will NOT meet load requirements for all building sites. ATI’S NON-CODE STRUCTURES are NOT designed to meet any IBC requirements. Professional Engineering services at additional cost are required if an ATI code structure is to meet specific load requirements. The Purchaser shall pay ATI for engineering services at a mutually agreed rate. If Purchaser elects to decline engineering services, purchaser acknowledges that the structure may not meet load requirements for the intended build site and as a result they risk not obtaining proper governmental permitting and risk failure of the structure. By purchasing an ATI non-code structure or an ATI code structure WITHOUT ENGINEERING SERVICES, Purchaser does so at their own risk and PURCHASER ACCEPTS FULL LIABILITY FOR ALL DAMAGES AND CONSEQUESTIAL ATI’s engineering services do not guarantee the approval of governmental permitting; any changes required by governing bodies for an ATI structure to meet permit requirements will be at the Purchaser’s expense. Requests for engineering services not included in ATI’s standard engineering package will be at an additional cost to the Purchaser. These include, but are not limited to, plan checks, Load Requirement changes, slab design, and/or additional drawings.
Structural Requirements a. Determine Structural system; b. Establish major grid lines, columns, shearwalls and other vertical elements. Determine dimensional requirements and size structural components; c. Address Major slab openings on typical floor(s), size major beams and spandrel beams; d. Address unique foundation conditions; e. Prepare Slab loading diagrams; f. Provide general descriptive information sufficient for Schematic pricing such as estimates of pounds of rebar per square foot, etc.; g. Review pertinent portions of the Outline Specifications.
Structural Requirements. Patterns impose structural requirements on participating objects. These include the roles that may participate in a pattern instance, the signa- tures that must be provided by objects playing these roles, and the inheritance and association relations among them. The classes that play the roles required by a given pattern will of course vary from one application to another, as will the method signatures they provide to satisfy their role re- sponsibilities. The Leaf role, for instance, will be played by different classes in different applications of the pattern, and the signature of operation() will be implemented in an application-specific manner. Further, each class may provide multiple methods intended to play the part of operation(). Or more generally, multiple class methods may correspond to a single role method. State Requirements. Patterns impose abstract state requirements on participating objects. Objects playing the Composite role, for example, must maintain a set of compo- nent objects (as children). It is understood, however, that this set may be implemented using any suitable realization. Behavioral Requirements – State. Patterns impose behavioral requirements, expressed in terms of standard state- based pre-conditions and post-conditions. The addChild(c) method of Composite, for instance, requires that the com- ponent passed as argument not be a member of the com- posite’s child set and ensures that it is added to this set upon termination. As is standard, these requirements can be satisfied in any manner the designer chooses.
Structural Requirements. LICENSEE’s installation and alteration work shall be performed in accordance with applicable building codes and shall not adversely affect the structural integrity or maintenance of PPR’s property or improvements. Any structural work or reinforcement on an improvement shall be approved by a licensed structural engineer at LICENSEE’s sole cost and expense and receive advanced written approval by PPR’s Manager, SFBD as provided for in Section 7 hereof.
Structural Requirements. Seller’s installation, maintenance and alteration work shall be performed in accordance with applicable building codes and shall not adversely affect or damage the structural integrity or maintenance of Buyer’s property or improvements. If any such work by Seller adversely affects or damages Buyer’s property or improvements, Seller shall reimburse Buyer for the costs to repair such damage. All costs and expenses associated with any structural work or reinforcement to an improvement that is required to accommodate Seller’s facilities or use shall be the sole responsibility of the Seller. Seller shall obtain the approval of a licensed structural engineer for all structural work it performs. Buyer will be provided with a copy of the structural engineer’s findings prior to the commencement of construction activities at the Premises.
Structural Requirements. Structures and structural components must be designed: (i) in accordance with all applicable requirements; and (ii) with a minimum useful life of twenty‐five (25)

Related to Structural Requirements

  • General Requirements The Contractor hereby agrees:

  • Procedural Requirements All holders of record of shares of Preferred Stock shall be sent written notice of the Mandatory Conversion Time and the place designated for mandatory conversion of all such shares of Preferred Stock pursuant to this Section 6. Such notice need not be sent in advance of the occurrence of the Mandatory Conversion Time. Upon receipt of such notice, each holder of shares of Preferred Stock shall surrender his, her or its certificate or certificates for all such shares (or, if such holder alleges that such certificate has been lost, stolen or destroyed, a lost certificate affidavit and agreement reasonably acceptable to the Corporation to indemnify the Corporation against any claim that may be made against the Corporation on account of the alleged loss, theft or destruction of such certificate) to the Corporation at the place designated in such notice. If so required by the Corporation, certificates surrendered for conversion shall be endorsed or accompanied by written instrument or instruments of transfer, in form satisfactory to the Corporation, duly executed by the registered holder or by his, her or its attorney duly authorized in writing. All rights with respect to the Preferred Stock converted pursuant to Section 6.1, including the rights, if any, to receive notices and vote (other than as a holder of Common Stock), will terminate at the Mandatory Conversion Time (notwithstanding the failure of the holder or holders thereof to surrender the certificates at or prior to such time), except only the rights of the holders thereof, upon surrender of their certificate or certificates (or lost certificate affidavit and agreement) therefor, to receive the items provided for in the next sentence of this Subsection 6.2. As soon as practicable after the Mandatory Conversion Time and the surrender of the certificate or certificates (or lost certificate affidavit and agreement) for Preferred Stock, the Corporation shall issue and deliver to such holder, or to his, her or its nominees, a certificate or certificates for the number of full shares of Common Stock issuable on such conversion in accordance with the provisions hereof, together with cash as provided in Subsection 5.2 in lieu of any fraction of a share of Common Stock otherwise issuable upon such conversion and the payment of any declared but unpaid dividends on the shares of Preferred Stock converted. Such converted Preferred Stock shall be retired and cancelled and may not be reissued as shares of such series, and the Corporation may thereafter take such appropriate action (without the need for stockholder action) as may be necessary to reduce the authorized number of shares of Preferred Stock accordingly.

  • Special Requirements Additional terms and conditions of this Agreement, if any, which are made a part hereof are set forth in the “Special Requirements” attached hereto as Exhibit “B” and incorporated herein by this reference. In the event of a conflict between the provisions of Exhibit “B” and any other provisions of this Agreement, the provisions of Exhibit “B” shall govern.

  • Financial Requirements A report of monthly and cumulative financial requirements; and

  • Operational Requirements The Client will adhere to the deadlines and other operational requirements set out in the Client Publications, to facilitate meeting the requirements of CSD’s, Third Party Agents and Market Participants.