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. Seller shall provide for anchor bolts designed for lateral forces for both pullout and shear. Anchor bolts shall be 304 stainless steel and shall be epoxy set.
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. .1 Set anchor bolts to templates under supervision of appropriate trade prior to placing concrete.
.2 With approval of Contract Administrator, grout anchor bolts in preformed holes or holes drilled after concrete has set. Formed holes to be minimum 100 mm (4”) diameter. Drilled holes to be [minimum 25 mm (1”) larger in diameter than bolts used to manufacturers's recommendations.
.3 Protect anchor bolt holes from water accumulations, snow and ice build- ups.
.4 Set bolts and fill holes with grout.
.5 Locate anchor bolts used in connection with expansion shoes, rollers and rockers with due regard to ambient temperature at time of erection.
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.
Anchor Bolts. A. Coordinate installation of anchor bolts and other connectors required for securing structural steel to in-place work.
B. Provide templates and other devices for presetting bolts and other anchors to accurate locations.
C. Projection of anchor bolts beyond face of concrete and threaded length shall be adequate to allow for full engagement of all threads of hold-down nuts, adjustment of leveling nuts, washer thicknesses, and construction tolerances, unless indicated otherwise.
D. Placement tolerances: 1. As required by AISC Code of Standard Practice for Steel Buildings and Bridges, unless indicated
