Laserfiche WebLink
5.2 Body Skin Thickness and Allo <br />All sidewall, front and rear panels will be single piece .125" - 5052 -1432 aluminum with a <br />minimum density of 1.75 pounds per square foot. The single piece body skin shall be attached to <br />the 2" x 2" structural with interval welds spaced at 8" along the mating edge of each structural <br />tubing member. In addition, the skin shall be bonded to each structural upright full length using <br />high strength Chemrex CX 400 adhesive. The body side skin is welded to each corner post along <br />the inside contact point of each corner extrusion. This method of installation provides a welded <br />application to the entire perimeter of the body side skin, a bonded attachment to the wall <br />substructure and an additional flexible adhesive bond for enhanced support. Alternative bonding <br />methods that utilize liquids, caulks, tape or rivets as an attachment process for bonding the side <br />skin to the body structure will not be acceptable. ? yes ] No <br />Does your bid comply. <br />5.3 Body Structural Framing <br />All framing will be a minimum of 2" x 2" square tubing with a wall thickness of .125" and an <br />alloy rating of 6061 -T6. Tubing members will be spaced on minimum 12 -inch centers for <br />optimum load and structural support. Gussets shall be added at all stress points. Gussets will be <br />either .250" plate or 2" square tubing welded to the adjacent structural members at 45- degree <br />angles for diagonal strength. <br />Does your bid comply? Yes No <br />5.4 Vertical Corner Posts <br />As a part of the inherent structural strength of the modular unit, the use of reinforced extruded <br />corner post is required. The vertical posts will measure 2.75" x 2.75 ", with a 2.125" radius, a <br />minimum wall thickness of .125" and will have an alloy rating of 6061 -T6. The extrusion shall <br />have full - length slots for insertion of the exterior wall skin. This characteristic eliminates <br />exposed panel edges and with the added benefit of seam sealed joints, reduces oxidation and <br />corrosion. The slot provides an area on the inside of the extrusion /sheet junction for welding the <br />body side skin to the corner extrusion. Additionally, the extrusion shall incorporate a full - length, <br />integrally extruded center reinforcement rib with a minimum thickness of .200 inches and two <br />side flanges. Rolled radius corners post, or "add -on" type covers that are not a part of the <br />extruded vertical corner posts, shall not be accepted. Bidder must be prepared to verify <br />compliance with this section. Drawings and samples of actual materials used may be required. <br />The lower ends of the vertical corner posts must be closed off with an aluminum plate. The <br />vertical corner posts and the roof corner extrusion shall be mated by a cast aluminum corner cap <br />welded to all three extrusions inside and out. Construction, which merely welds the extrusions <br />together, is unacceptable. <br />Does your bid comply? Yes No <br />5.5 Roof <br />The roof skin shall consist of a single sheet of .090 " — 5052 -1432 aluminum. Roof framing shall <br />be 2" x 2" square tubing with a wall thickness of .125" and an alloy rating of 6061 -T6. These <br />structural tubing members will be set on 12 inch centers below three (3) longitudinal full length <br />extruded hat sections measuring V x 3" x .125" and an alloy rating of 6061 -T6. The roof <br />sheeting shall not be required as integral part of the roof structure; however, the roof skin shall <br />be welded to the outer extrusions using a full perimeter, continuous weld on all four sides. The <br />roof structure itself shall be designed to enhance the safety and structural integrity of the modular <br />body and to meet or exceed the load requirements of AMD Standard No. 001. To facilitate <br />water dispersion, a 3/4" "crown" shall be built into the roof structure. A flat roof will not <br />be considered. <br />Does your bid comply? Yes No <br />21 <br />Attachment number 1 <br />F -5 Page 118 <br />