Control Joints Sample Clauses

Control Joints. Exterior masonry walls shall have control joints spaced at 30' maximum on centers. The exterior walls shall be designed to withstand a horizontal wind pressure of 20 lbs. per square foot for buildings of less than 30 feet in height.
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Control Joints. A. Control joints shall be saw-cut into the concrete slab, in pattern indicated on the Contract Documents.
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Control Joints. 1. Control joints shall be sawcut with scored joints made by scoring into slab surface.
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Control Joints. A. Control joints shall be saw-cut into the concrete slab, in pattern indicated on the Contract Documents. Joint shall be made after concrete is finished and when the surface is stiff enough to support the weight of workmen without damage to the slab, but before slab has achieved its final set.
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Control Joints. (For Controlling Shrinkage Cracks) Differential movement in the floor is caused due to drying shrinkage, thermal changes and carbonation shrinkage. The first is usually the most important. Some shrinkage is expected and can be tolerated. This amount will depend on the design and exposure of the particular structural elements. However when this amount approaches to un-tolerable limit, proportioning, mixing and selection of material deserves careful evaluation and alteration. In floor, shrinkage occurs more rapidly at the exposed surface and causes upward curling at the edges. If the floor is restrained from curling, cracking will occur wherever restrained portion develops stress greater than the tensile strength of RCC floor. Differential movement must be accommodated by control joints spaced at 4.5 M to 7.50 M intervals in both directions; shorter intervals can also be used. Whenever there is reason to expect shrinkage to be high, temperature steel may be used to restrict crack width. For transverse joints 6 mm Plain Asbestos Cement Sheet or PVC sheets having depth up to 2/3 of floor thickness to be fixed before laying concrete for floor. These are fixed simultaneously along with the fixing of from work on the previous day so that it will not be disturbed during concreting. This will help to avoid cracks due to thermal expansion / contraction and also due to drying shrinkage. After the curing work is completed these joints are to be filled with Polysulphide Epoxy mortar having proportion of one part Poly-sulphide Epoxy and two parts silica quartz.
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Control Joints. Square Dowel Basket Assemblies: ¾” x 14” stainless steel square dowel at 14” on center. Side frame supports fabricated from ¼” diameter cold drawn wire per ASTM A108 grade 1010-1020. Square dowel clips extend at least 2” past center of the dowel. PNA clip with foam on each side of dowel extending to within +/- 3/16” of 2/3 length of the dowel to allow for horizontal movement. System as manufactured by PNA Construction Technologies.
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Related to Control Joints

  • PARENTAL CONTROL CAPABILITY (a) Upon request, and at no separate, additional charge, the Licensee shall provide Subscribers with the capability to control the reception of any channel on the Cable Communications System.

  • Supervisory Control and Data Acquisition (SCADA) Capability The wind plant shall provide SCADA capability to transmit data and receive instructions from the ISO and/or the Connecting Transmission Owner for the Transmission District to which the wind generating plant will be interconnected, as applicable, to protect system reliability. The Connecting Transmission Owner for the Transmission District to which the wind generating plant will be interconnected and the wind plant Developer shall determine what SCADA information is essential for the proposed wind plant, taking into account the size of the plant and its characteristics, location, and importance in maintaining generation resource adequacy and transmission system reliability in its area.

  • Control Data <<customer_name>> will send one confirmation record per pack that is received from BellSouth. This confirmation record will indicate <<customer_name>> received the pack and the acceptance or rejection of the pack. Pack Status Code(s) will be populated using standard ATIS EMI error codes for packs that were rejected by <<customer_name>> for reasons stated in the above section.

  • Technical Security Controls 35 a. Workstation/Laptop encryption. All workstations and laptops that store PHI COUNTY 36 discloses to CONTRACTOR or CONTRACTOR creates, receives, maintains, or transmits on behalf of 37 COUNTY either directly or temporarily must be encrypted using a FIPS 140-2 certified algorithm which 1 is 128bit or higher, such as AES. The encryption solution must be full disk unless approved by the 2 COUNTY.

  • Paper Document Controls In order to comply with the following paper document controls, the Contractor agrees to:

  • Pest Control A. Whenever a department utilizes a pest control chemical in State owned or managed buildings/grounds, the department will provide at least forty-eight (48) hours notice prior to application of the chemical, unless an infestation occurs which requires immediate action. Notices will be posted in the lobby of the building and will be disseminated to building tenant contacts.

  • Documentation control Specify how documentation will be identified with an alpha numeric which indicates source, recipient, communication number etc. Provide details of any particular format or other constraints; for example that all contractual communications will be in the form of properly compiled letters or forms attached to e mails and not as a message in the e mail itself. State any particular routing requirements but note from TSC3 who issues what to whom.

  • Erosion and Sediment Control The Contractor shall install and maintain erosion and sediment control devices to prevent adjacent streets, storm drains and property from accumulations of soil, sediment, or dust which result from his work. Devices installed to control sediment and prevent erosion shall comply with the requirements of the Georgia Tech Project Superintendent. The Contractor is responsible for monitoring downstream conditions throughout the construction period and clearing any debris, sediment, and dust caused by the progress of the Work. The Contractor shall inspect, maintain, and clear erosion and sediment control devices at least weekly unless otherwise directed by the Georgia Institute of Technology Construction Manager. At the conclusion of the Work, the Contractor shall remove all installed devices and restoring the site to the satisfaction of the Georgia Tech Construction Manager.

  • ASSIGNMENT AND CHANGE OF CONTROL a. Seller shall not and shall cause its affiliates not to, directly, indirectly, voluntarily or involuntarily, in each case, whether by transfer, operation of law, Change of Control (as defined in subparagraph b below) or otherwise assign this Contract, assign any of its rights or interest in this Contract, delegate any of its obligations under this Contract, or subcontract for all or substantially all of its performance of this Contract (each, an “Assignment”), without Buyer’s prior written consent after advance written notice by Seller. No purported Assignment, with or without Buyer’s consent, shall relieve Seller of any of its obligations under this Contract or prejudice any rights or claims that Buyer may have against Seller, whether such obligations, rights or claims, as the case may be, arise before or after the date of any purported Assignment; provided however, that Seller may assign its right to monies due or to become due under this Contract, and this Article does not limit Seller’s ability to purchase standard commercial supplies or raw material in connection with its performance of this Contract.

  • ODUF Control Data 6.5.1 Image Access will send one confirmation record per pack that is received from BellSouth. This confirmation record will indicate Image Access’s receipt of the pack and the acceptance or rejection of the pack. Pack Status Code(s) will be populated using standard ATIS EMI error codes for packs that were rejected by Image Access for reasons stated in the above section.

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