Repointing Sample Clauses

Repointing. The repair or repointing of chimneys or other masonry features with the design, size, shape, materials, and repointing to match the original in color, texture, and tooling, and, for historic properties, following the recommended approaches in the most recent edition of Preservation Brief No. 2
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Repointing. The submission of a method statement and sample panel shall be submitted to agree raking out, mortar mix and application. Information required has not been provided - insufficient information to discharge condition. Recommend confirming proposals in line with cond wording. Photos of sample panel included. Method statement submitted. Confirmed the condition will be complied with.
Sample 1
Repointing i) Partial repointing of any individual wall or any number of them is covered by this Agreement.
Sample 1
Repointing filling and finishing of masonry joints from which mortar is missing has been raked out or has been omitted.
Sample 1
Repointing. Repointing of masonry and stone if the old mortar is removed by hand, i.e., no power saws and the new mortar is the same color, tooling and strength as the historic mortar, as per the guidelines in Preservation Brief #2.
Sample 1
Repointing. Repair or repoi ting of masonry features on historic buildings or structures with the design,
Sample 1

Related to Repointing

  • Fingerprinting For purposes of this Agreement and because the District will provide a qualified employee for the supervision of District's students at all times that Consultant is present and performing services at an active school site, Consultant shall be relieved of the requirements to provide a criminal background check pursuant to California Education Code 45125.1.

  • Debriefing If a post-award debriefing is given to requesting offerors, the Government shall disclose the following information, if applicable:

  • Blasting Blasting shall be permitted only for road construction purposes unless advance permission is obtained from Forest Service. Whenever the Industrial Fire Precaution Level is II or greater, a fire security person equipped with a long handled round point No. 0 or larger shovel and a 5 gallon backpack pump can filled with water, will stay at location of blast for 1 hour after blasting is done. Blasting may be suspended by Forest Service, in areas of high rate of spread and resistance to control. Fuses shall not be used for blasting. Explosive cords shall not be used without permission of Forest Service, which may specify conditions under which such explosives may be used and precautions to be taken.

  • Screening 3.13.1 Refuse containers located outside the building shall be fully screened from adjacent properties and from streets by means of opaque fencing or masonry walls with suitable landscaping.

  • Load Shedding The Distributor may carry out Load Shedding in the following circumstances:

  • Caching The Participating Institutions and the Authorized Users are authorized in the course of an automatic process of an internet browser or any other software to make temporary local digital copies of the Licensed Materials in order to ensure proper operation and use of such internet browser or for proper functioning of such software. For the avoidance of doubt, the cached copy is not a derivative work.

  • Instrumentation The acceleration shall be recorded during the test, using equipment in accordance with channel frequency class 1000 as specified in the latest version of ISO 6487.

  • Anti-Doping I understand and agree that the UCI Anti-Doping Rules and U.S. Anti-Doping Agency (USADA) Protocol apply to me. I agree to submit to drug testing. If it is determined I may have committed an anti-doping rule violation, I agree to submit to the results management authority and processes of USADA or the results management authority of the UCI and my national federation. I agree that arbitration is my exclusive remedy under the above rules.

  • Grading The coarse aggregate as delivered to the mixer, shall be well graded as per IS specifications. Maximum size of aggregate used for the work shall be 20mm or 40mm or as specified in items in the bill of quantities and it shall confirm to IS: 383-1970, clause 4.2 (Table-2) However, the exact gradation required to produce a dense concrete of specified strength and desired workability shall be decided as per laboratory test by the Engineer. Coarse aggregate for use in concrete shall be well graded and shall conform to IS: 383-1970 requirements (as per Table-II) given below: IS sieve Designation Percentage Passing by weight for graded aggregate of nominal size. 40mm 20mm 16mm 12.5mm 63mm 100 - - - 40mm 00-000 000 - - 20mm 00-00 00-000 100 - 16mm - - 00-000 000 12.5 - - - 90-100 10.00 00-00 00-00 00-00 00-00 4.75mm 0-5 0-10 0-10 0-10

  • Message Screening 9.4.4.1 BellSouth shall set message screening parameters so as to accept valid messages from Global Connection local or tandem switching systems destined to any signaling point within BellSouth’s SS7 network where the Global Connection switching system has a valid signaling relationship.

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