DRYWALL CONSTRUCTION Sample Clauses

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DRYWALL CONSTRUCTION. All drywall surfaces shall be prepared for a smooth painted finish. a. PERIMETER, DEMISING, AND AREA SEPARATION WALLS: Install 5/8" Type X sheetrock extending from floor to window sill and from window head to the underside of deck above, or where no windows exist from floor to underside of deck. Fire tape as required to achieve a 1-hour rating and install rockwool, other acceptable insulation, or otherwise fill voids between top of wall and deck flutes on all rated assemblies. Provide 2 layers of 5/8" sheetrock on area separation wall to achieve 2-hour rated assembly. Make allowance for deflection at top track b. INTERIOR PARTITIONS: Conference rooms, server rooms, and other designated walls to be constructed of 3-5/8" metal studs at 24" o.c., with sound insulation and 5/8" sheetrock on both sides extending full height. Sheetrock shall be taped, sanded and ready for wall finishes. Provide fire rated partition assemblies where required by code. Partitions dividing other Tenant rooms shall be similarly constructed except that no sound insulation will be installed and partitions shall extend to approximately 6" above the finished ceiling height. Ceiling height is generally at 9'-0". In laboratory or other wet areas use water resistant sheetrock.
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DRYWALL CONSTRUCTION. All drywall surfaces shall be prepared for a smooth painted finish except where not exposed.
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DRYWALL CONSTRUCTION a. Exterior wall: metal studs with gypsum board sheathing, 15 lb. felt, brick ties and flashing. b. Partition wall: metal studs with gypsum board, attached to metal ceiling grid and supported to structure as required. c. Elevator wall: metal studs with fire rated gypsum liner panel on one side and fire rated GWB on opposite side. d. Stair walls: metal studs with fire rated GWB on each side. e. Typical core walls: metal studs with gypsum board and sound batt insulation. Walls to be one-hour fire rated as required by code. f. All other partitions and furring is included in the Office Finish Allowance.
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DRYWALL CONSTRUCTION. Secure I-bolt to a building stud. Do not attach to drywall only. Preferred installation is approximately six inches to either side of service. Cable restraint must be at least six inches shorter than flexible conduit.
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DRYWALL CONSTRUCTION. 1. All partition walls shall be 3 5/8" thick, 25-gage metal studs at 24" center, attached to metal ceiling grid and support to structure as required. 2. Gypsum board shall be1/2" thick at typical partition, 5/8" thick at walls as required by U.S. Gypsum Company U.L. listing test data and as may be required by all applicable local codes. 3. 1 2" moisture-resistant gypsum board to be used in all restrooms and high-moisture areas.
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DRYWALL CONSTRUCTION. All drywall partitions are to be constructed of 2 1/2” steel studs, 24” on center, and a minimum of 5/8” thick fire code gypsum wallboard each side, properly taped and spackled.
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Related to DRYWALL CONSTRUCTION

  • Law; Construction This Agreement and any claim, counterclaim or dispute of any kind or nature whatsoever arising out of or in any way relating to this Agreement (“Claim”), directly or indirectly, shall be governed by, and construed in accordance with, the internal laws of the State of New York.

  • General Construction 20.2.1. Binding Nature.............................................. 20.2.2. Entire Agreement............................................ 20.2.3. Governing Law............................................... 20.2.4. Indulgences Not Waivers..................................... 20.2.5. Titles Not to Affect Interpretation......................... 20.2.6.

  • New Construction If this contract is for a Property that is newly constructed and the new construction option is selected, coverage begins on day one (1) of month thirteen

  • Project Construction The Contractor agrees to provide continuous on-site supervision on each Job Order, while progress on the project is being accomplished. The Contractor’s Project Manager will ensure: 1. Coordination and providing supervision to all Subcontractor and workers; 2. Posting of the prevailing wage scale; 3. Maintaining a copy of the Contractors safety program manual made available to all construction personnel; 4. Conducting weekly on-site safety meetings; 5. Completing the daily labor and construction progress log on a daily basis and submit copies to the County on a daily basis. Copies of the previous day’s reports must be submitted by 9:00AM of the following day. a. Daily labor log is to include a listing of Subcontractor(s) and a count of workers by trade providing services for the day. b. Construction progress log is to include a narrative of the Work provided by trade(s). Narrative agrees to include the various areas of the jobsite where Work was performed and any problems or conditions that were encountered. c. In the event the Contractor fails to provide a daily log and/or construction progress log, the County may impose damages against the Contractor in the amount of fifty dollars ($50.00) for each log and deduct from the Contractor’s payment request, for each day the Contractor does not provide the documentation. 6. County may suspend Contractor operations if no Contractor Superintendent is observed. All delays caused by the suspension will be the responsibility of the Contractor. No time extension or claims for cost(s) associated with the suspension will be granted by the County.

  • DAF Construction The DAF shall be designed and constructed in accordance with Good Utility Practice. Within one hundred twenty (120) Calendar Days after the Commercial Operation Date, unless the Developer and Connecting Transmission Owner agree on another mutually acceptable deadline, the Developer shall deliver to the Connecting Transmission Owner and NYISO “as- built” drawings, information and documents for the DAF, such as: a one-line diagram, a site plan showing the Large Generating Facility and the DAF, plan and elevation drawings showing the layout of the DAF, a relay functional diagram, relaying AC and DC schematic wiring diagrams and relay settings for all facilities associated with the Developer’s step-up transformers, the facilities connecting the Large Generating Facility to the step-up transformers and the DAF, and the impedances (determined by factory tests) for the associated step-up transformers and the Large Generating Facility. The Developer shall provide to, and coordinate with, Connecting Transmission Owner and NYISO with respect to proposed specifications for the excitation system, automatic voltage regulator, Large Generating Facility control and protection settings, transformer tap settings, and communications, if applicable.