Anchor Bolts Clause Samples
The 'Anchor Bolts' clause defines the requirements and responsibilities related to the supply, installation, and inspection of anchor bolts used in a construction project. Typically, this clause specifies the standards the anchor bolts must meet, the party responsible for providing them, and the procedures for ensuring they are correctly positioned and secured before concrete is poured. By clearly outlining these expectations, the clause helps prevent structural issues, ensures compliance with engineering specifications, and allocates responsibility for any errors or defects related to anchor bolt installation.
Anchor Bolts. THE SECOND SENTENCE OF THE FIRST PARAGRAPH IS CHANGED TO: If using anchor bolt sleeves, ensure that they are circumferentially corrugated and are galvanized steel or plastic.
Anchor Bolts. 1. Provide at site, for others to install, all anchor bolts, bearing plates, and templates to be embedded in concrete.
2. Provide necessary steel or wood templates and diagrams for setting and securing of such anchor bolts in concrete forms.
3. Be jointly responsible with others for proper locating and installing bolts. Make good any deficiencies and errors.
4. Setting of anchor bolts in hardened concrete necessitates drilled holes solidly grouted in place with epoxy grout. Submit materials and methods for review and approval.
5. Nuts shall then be double nutted or 'staked' (threading irreversibly altered) to protect from structural compromise and vandalism. Install flange covers over anchor bolts. Exhibit “F” General Electrical
Anchor Bolts. Install new anchor bolts in accordance with the Plans.
Anchor Bolts. Anchor bolts shall be of MS as per specification and drawing.
Anchor Bolts. .1 As specified in tower drawings provided in Appendix C.
.1 Anchor bolts must possess sufficient threaded length above the top of the foundation to allow configuration specified in above mentioned drawings.
Anchor Bolts. Anchor bolts for standard lighting poles shall conform to the following:
Anchor Bolts. A. Anchor bolts shall be stainless steel, set in PVC sleeves. Sleeves shall allow a free length projection of not less than fifteen bolt diameters above the concrete required to develop the strength of the bolt. Projection above the nut on the baseplate or soleplate shall be no more than 3/4 -inch. May 2017 C01025C17 EQUIPMENT SUPPORTS, GROUTING Georgetown Wet Weather Treatment Station 11002 - 5 AND INSTALLATION
Anchor Bolts. A. Unless indicated otherwise in the Drawings, provide 3/4-inch minimum diameter by 12-inch long.
B. Provide a minimum of two nuts and a washer of the same material for each bolt.
C. Provide sleeves as indicated in the Drawings for location adjustments.
D. Provide anchor bolt material for the exposure conditions as noted below: 1. Equipment and machinery:
a. Dry exposure: stainless steel.
b. Wet or submerged exposure: stainless steel.
Anchor Bolts. All anchor bolts shall be a minimum of 2" diameter and made of type 304 stainless steel. Seller shall furnish all anchor bolts, nuts, and washers of ample size and strength as required for the equipment.
Anchor Bolts. Fixings into concrete and brick surfaces for equipment with a mass exceeding 10kg, or where the fixing holes are 10mm or larger, shall be undertaken using expanding anchor bolts, or by means of bolts cast into concrete. For expanding anchor fixings, holes shall be made similarly to wall-plug holes (see 12.17.2 a) ii)). Where brackets, cable-rack support arms etc are to be fixed, the Contractor shall supply and install Cabstrut, or equal and approved, galvanized channel supports and associated clamps, cantilever arms and so forth. Surface channels for the support of various brackets, pendant studding etc shall be fixed into concrete ceilings or brick/concrete walls using anchor bolts. In instances where cast-in support channels are to be used, the Contractor shall liaise with the building/civil contractor to ensure that inserts are installed timeously on to shuttering and that all openings are protected from the ingress of vibrated concrete. Unless otherwise detailed in the Detailed Specification and/or drawings, the Contractor shall submit particulars, including sketch drawings, of proposed fixings to the Engineer for approval prior to installation. Such proposals shall be accompanied by design calculations of loadings and fixing spacings.