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THE CITY OF SUNNY ISLES BEACH <br />PROJECT NO. 21-1011 <br />BUILDING DEPARTMENT RELOCATION TO ANNEX <br /> <br />Project No. 21-1011 November 2024 051400-4 <br /> <br /> <br />2. Electrodes and Equipment Settings: As recommended by the filler metal <br />manufacturer for the position, thickness and conditions of use. <br />3. Furnish written verification to the University that filler metal is appropriate to the <br />materials and welding process <br /> <br />F. Sliding Bearing Plates: Teflon coated. <br /> <br />G. Grout: As specified in Division 03 Section "Grout". <br /> <br />2.2 CONNECTIONS <br /> <br />A. Unless otherwise indicated on the Drawings, weld or rivet shop and field connections, <br />except moment connections that shall be bolted. Weld in accordance with approved <br />welding procedures. <br /> <br />B. The Subcontractor is responsible for the design of the connections not detailed on the <br />Drawings. <br /> <br />C. Design connection components to resist the loads and moments indicated on the <br />Drawings; if the reaction or load is not indicated on the Drawings, design connections as <br />follows: <br /> <br />1. The minimum connection angle length will be half the depth of the beam depth. <br /> <br />2. Horizontal and vertical bracing connections shall have a minimum of two bolts. <br /> <br />D. Connect gusset plates connecting horizontal and vertical bracing to beams and/or <br />columns to both adjacent members; where this is not practical, make provisions for the <br />moment induced by the eccentricity of the load to the work point of the connection. <br /> <br />1. Locate gusset plates for horizontal bracing within the top two rows of bolts of <br />beam connection angles, unless otherwise indicated on the Drawings. <br /> <br />2. The minimum thickness of gusset plates in single shear shall be [5/16-inch] [8 <br />mm] for bolts in single shear and [3/8-inch] [8 mm] for bolts in double shear. <br /> <br />2.3 FABRICATION <br /> <br />A. Fabricate aluminum members in accordance with the approved Shop Drawings. Where <br />practical, fabricate and assemble in the shop. <br /> <br />B. Obtain field measurements necessary for fabrication. <br /> <br />C. Dimensional Tolerances: <br /> <br />1. Overall length of members with both ends milled shall vary by not more than <br />[1/32-inch] [.75 mm]. <br /> <br />2. Overall length of members without milled ends shall vary by not more than <br />[1/16-inch] [1.6 mm] for lengths less than [30 feet] [9 m] and not more than <br />[1/8-inch] [3 mm] for lengths 30 feet and over.