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mk':' <br />jiSi.- <br />fe.k <br />IE!iri?V.r-i <br />4'^:-S: V <br />51V <br />r- <br />¥wtM-m- <br />m:'-'lS>: <br />A" ’:iu'^v <br />p -, <br />. <br />i <br />H.' <br />r- <br />u <br />.■I" <br />-V <br />■&K <br />r <br />■K <br />If,!.. <br />Ei:.. <br />«i. <br />W'Pi’V'-felv <br />.V",. i<. <br />%m. <br />if': ■fm' <br />|.ft: <br />1.3.5 <br />1.3.6 <br />1.3.7 <br />1.3.8 <br />1.4 <br />1.4.1,1 <br />1.4.1.2 <br />1.4.2 <br />pi^- <br />. '■< <br />I© <br />Bridge Widths: Bridge widths shall match pier widths but in no case where Individual finger pier bridges are used shall the clear width <br />between hand rails be less than 30 inches. If roller connections are <br />used on main pier bridges, the bridge width may be reduced to the pier <br />width less 2 feet. <br />Fender and Cleat Locations: Except if otherwise noted on the contract <br />drawings, fender and cleat location shall be as shown on the 8 1/2” x <br />ir drawings, designated FP-1 and FP-2 appended to this section. Any <br />deviation in location of fenders and cleats necessitated by joints <br />between pier modules, location of pow6r centers, location of anchor­ <br />ages, etc shall be brought to the Engineer's attention during the shop <br />drawing phase of the work prior to fabrication for his/her considera­ <br />tion and approval. <br />Fender Heights: The fender heights (distance from pier deck to top <br />of fender) for the 30, 38, 45 and 60 foot finger piers shall be 4, <br />4.5, 5 and 6 feet, respectively. Fenders along the service pier, <br />along main piers and the outer face of tee piers shall be 6 feet in <br />height. <br />Fairway Widths: Fairways shall have a minimum width of 1.5 times <br />the length of the longest adjacent slip except if otherwise noted on <br />the drawings. In general, slip length as used within the context of <br />these specifications is equal to pier length except if otherwise <br />noted. Fairway widths adjacent to broadside mooring areas shall be as <br />shown on the drawings. <br />DESIGN CRITERIA <br />General: Unless otherwise noted, floating piers, anchorages and <br />connections shall be designed in accordance with ASCE Report No. 50. <br />"Small Craft Harbors'* dated 1969 or current edition. <br />General Structural Design: All structural members shall be designed <br />and appropriately sized to carry and accept all design loads without <br />failure or excessive deformation. Members shall be so sized to <br />compensate for reductions in cross section resulting from the drilling <br />of bolt holes and cutting of openings needed for utilities. Only <br />single width pier modules shall be allowed for piers up to 5 feet in <br />width. Where the required width of main, tee and service piers <br />requires fabrication from narrower pier modules, the individual pier <br />modules shall not be less than four feet in width. Overlapping <br />adjacent modules by staggering transverse joints to insure maximum <br />strength is encouraged. However, overlapping is not required as long <br />as sufficient longitudinal joint strength is otherwise provided. <br />Loads: Piers, bridges, connections and anchorages shall be designed <br />for the following loads and conditions. <br />- 4 -