Laserfiche WebLink
H <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />SECTION03301 <br />' 1 1v 1 L KI 1 1; 1 <br />f.L_ <br />1.01 SUNEVIARY <br />A. The Contractor shall supply anchor bolts and nuts for all equipment. <br />PART 2 MATERIALS <br />2.01 MATERIALS <br />A. The minimum grade of bolt and nut shall conform to ASTM A307 with the <br />exception of anchor bolts placed in concrete which shall be A325. Bolts and nuts <br />shall be cad -plated or galvanized. <br />B. Equipment grouting - Grout shall be Class D or Class E installed in accordance <br />with "Bearings Anchorage" section 304-1.7 of the Standard Specifications. <br />C. Where wedge anchors are specified on drawings, Hilti or equal concrete anchors <br />shall be used. <br />D. Hilti HVA epoxy system shall be used to anchor the flare. <br />PART 3 EXECUTION <br />3.01 EXECUTION <br />A. Equipment shall be level and plumb prior to grouting. <br />B. Plastic anchor bolts sleeves shall be installed on anchors imbedded in concrete, <br />unless anchor bolt templates are used. <br />C. Anchors imbedded in concrete shall be imbedded below rebar and not less than 2 <br />inches above bottom of slab. <br />D. Hilti system installation and preparation shall comply with manufacturer <br />specifications. <br />North County LFG Collection System <br />San Joaquin County Public Works <br />I ANCHOR BOLTS, BOLTING, AND EQUIPMENT GROUTING <br />Section 03301 <br />