Concrete Slabs Sample Clauses

Concrete Slabs. A. The floor slab will be a 7” nominal thickness, 4000 p.s.i. concrete slab. Sawed 1/8” wide, control joists will be provided on a grid pattern. FF60/FL40 average, minimum local values FF30/FL20. 6” soil cement is the sub-base of the slab on grade. B. 3/4” diameter dowels will be installed 24” o.c. in all construction joints. C. Lapidolith sealer is provided.
Sample 1
AutoNDA by SimpleDocs
Concrete Slabs. The interior slab on grade shall be constructed of 6" thick 4000 PSI concrete. Slabs shall be reinforced with welded wire or fiber mesh cast in place on a 6" (+/- 1") sand cushion. Smooth dowel connections shall be provided at slab on grade construction joints. Sawcut control joints shall be provided for the control of shrinkage cracking. These sawcut joints are not assumed to be caulked. Concrete slabs shall be treated with liquid applied curing compound.
Sample 1
Concrete Slabs. 1) Floors. (a) Slab on grade 4" thick 3500 psi. non--reinforced concrete in approximately 28.500 SF. (b) Slab on grade 5" thick 3500 psi over approximately 1.500 SF (c) Slab on deck will be 4" 3500 psi non-reinforced concrete in approximately 45,000 SF. (d) Smooth dowel connections are provided at slab on grade. construction joints. (e) Sawcut control joints are provided for the control of shrinkage cracking. Filling of exposed sawcut joints to be Tenant Improvement cost. (f) Concrete slabs are treated with liquid applied dissipating curing/sealing compound. (g) Vapor barrier will be provided as part of the underslab venting system. 2) Underslab Venting System (to be paid by City of New Brighton) (a) A passive sub-slab venting system will he provided under the SOG. The system will consist of 4-inch schedule 40 PVC collection piping spaced 50 feet on center in rounded washed gravel or pea rock filled trenches which are, approximately 8 to 10-inches in depth. Areas between the collection piping will have a 4-inch thick layer of rounded washed gravel or pea rock. (b) A vapor barrier will be constructed of either two layers of 15-millimeter (mill) polyethylene, with 2-inch overlay on sheets and taped) or one layer of Stegowrap vapor barrier. The vapor barrier will be secured to the foundation wall with adhesive and penetrations will be sealed with gas-tight boots.
Sample 1
Concrete Slabs. First floor slab shall be 5'' thick, of 3,000 psi concrete containing 6" X 6" 10/10 welded wire mesh, bearing on engineering compacted fill, with control joints as required, with a maximum live loading capacity of 125 pounds per square foot. All concrete floor slabs will receive a smooth hard trowel finish.
Sample 1
Concrete Slabs. A. All building slabs on grade will be 6” thick unreinforced concrete. Slab will bear on a minimum of 4” of granular structural fill. B. 10-mil vapor barrier will be provided below the slab on grade throughout. Seams and penetrations will be sealed and taped. C. Diamond dowels will be used at the construction joints, sized and spaced per ACI recommendations. D. All slabs will be cured with a water-based dissipative curing compound. E. Slabs on grade will be pre-treated with termiticide. F. The concrete floor slab shall be sawcut a maximum of 17.9’ on center or per PCI recommendations. G. The warehouse area floor shall be sealed with one (1) coat of Lapidolith. H. The concrete will be placed and finished per ACI 304 and ACI 302.1 utilizing a laser screed. The slab shall be finished with mechanical trowels to produce a smooth, dense, and wear resistant surface. Each slab pour shall have a minimum local tolerance of FF 35 and FL 25 and overall tolerance of FF 45 and FL 30 as measured upon completion in accordance with the ACI/CSA/ASTM F-number System standard with a Face Floor Profileograph or equal. Contractor shall provide evidence, in the form of a surveyors certificate and certificates from an independent materials testing laboratory, that the floor slab has been installed in accordance with this specification. FF/FL testing shall be paid by Owner.
Sample 1
Concrete Slabs 
Sample 1

Related to Concrete Slabs

  • Drainage Systems (1) Clear culvert inlets, outlets, and sediment catching basins. (2) Maintain waterbars, drainage dips, and other water diversion measures. (3) During active use, patrol and maintain functional drainage. (4) Repair damaged culvert ends.

  • FLOORING All Bed Rooms, Dinning-cum-Living, and would be finished with Ivory Vitrified tiles (24'' X 24'') flooring and 4'' skirting. Bath-room, Kitchen & Balcony would be finished with Ivory Ceramic tiles (12'' X 12'') flooring. The walls of the Toilets/Bathrooms would finish with white glazed tiles in 60'' height. Roof would be finished with roof tiles.

  • Walls 12 Developer shall provide rustication patterns on all walls, except drainage headwalls, in Aesthetic 13 Area 3 in accordance with Exhibit L2.24 of the LAADCR. The final designs shall resemble these 14 simulations.

  • Moonlighting Employment as a physician in a professional capacity outside of what is outlined in this Agreement, whether temporary special medical activity (“TSMA”) or external moonlighting, must be approved in writing, in advance, by the Departmental Chair, Program Director and Director of Graduate Medical Education (or designee). Even if approved, professional and general liability insurance as outlined in Section 5.4 is not provided to Trainee engaged in external moonlighting. Trainee acknowledges he or she has the responsibility to obtain insurance for such engagement. TSMA and external moonlighting must be included and reported as part of Trainee's hours spent on clinical experience and education. Trainee shall not be required to engage in any outside work.

  • Welding Welding and use of cutting torches or cutoff saws will be permitted only in areas that have been cleared or are free of all material capable of carrying fire. Flammable debris and vegetation must be removed from within a minimum 10-foot radius of all welding and cutting operations. A shovel and a 5-gallon standard backpack water container filled and with handpump attached shall be immediately available for use in the event of a fire start. C8.64 – DEBARMENT AND SUSPENSION CERTIFICATION (3/18). Pursuant to 2 CFR 180 and 2 CFR 417, Purchaser shall certify and obtain certifications from its Subcontractors regarding debarment, suspension, ineligibility, and voluntary exclusion, including additional Subcontractors obtained after award of this contract. “Subcontractors” are participants in lower tier covered transactions. Purchaser may rely upon a certification of a prospective Subcontractor that it is not proposed for debarment under 48 CFR 9.4, debarred, suspended, ineligible, or voluntarily excluded from participating in covered transactions or timber sales, unless Purchaser knows that the certification is erroneous. Purchaser shall keep the certifications of its Subcontractors on file until timber sale Termination Date and any extensions thereof, and will provide a copy at the written request of Contracting Officer. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this Subsection. The knowledge and information of Purchaser is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. If Purchaser knowingly enters into a timber sale transaction with a person who is proposed for debarment under 48 CFR 9.4, suspended, debarred, ineligible, or voluntarily excluded from participation in covered transactions or timber sales, in addition to other remedies available to the Government, Forest Service may pursue available remedies, including suspension and/or debarment. Contracting Officer shall provide a copy of Forms AD-1047 Certification Regarding Debarment, Suspension and Other Responsibility Matters – Primary Covered Transactions and AD-1048 Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion – Lower Tier Covered Transactions to the Purchaser. Purchaser shall complete form AD-1047 and provide to the Contracting Officer upon request. Purchaser shall require each subcontractor to complete form AD-1048 and provide to the Contracting Officer upon request.

  • Fabrication Making up data or results and recording or reporting them.

  • WINDOW CLEANING Tenant shall not clean, nor require, permit, suffer or allow any window in the Premises to be cleaned from the outside in violation of Section 202 of the Labor Law, or any other Requirement, or of the rules of the Board of Standards and Appeals, or of any other board or body having or asserting jurisdiction.

  • Fences Except for establishment cost incurred by the United States and replacement cost not due to the Landowner’s negligence or malfeasance, all other costs involved in maintenance of fences and similar facilities to exclude livestock are the responsibility of the Landowner. The installation or use of fences which have the effect of preventing wildlife access and use of the Easement Area are prohibited on the Easement Area, easement boundary, or on the Landowner’s land that is immediately adjacent to, and functionally related to, the Easement Area.

  • Porcupine Site Highway 11 and the City of Timmins Thunder Bay and District Toronto/York-Peel

  • Exterior and interior functional areas and spaces of the Project, with technical and equipment requirements on each;

Draft better contracts in just 5 minutes Get the weekly Law Insider newsletter packed with expert videos, webinars, ebooks, and more!