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, � � -- � <br /> t I <br /> B. Allowable stress in the deck as a form shall not exceed 0.6 times the yield <br /> ' strength, with a maximum allowable stress of 36 ksi. The aflowable stress <br /> shall not be exceeded under the combined weights of wet concrete and <br /> deck„ pius a canstruction live load af 2Q pounds per square faot uniform <br /> load, ar 150 pound concentrated laad in a �'-0" section of deck. <br /> C. Forms shall be capabie of supporting a uniformly distributed tatai load of 60 <br /> pounds per square foo# without exceeding a unit stress af 36,Q00 psi. <br /> Deflection shail not exceed 1/180 of the span length under a uniformly <br /> distributed live laad of 30 pounds per square foot. <br /> D. Provide vented deck if required by lightweight insulating concrete system. <br /> ' � END OF REPLACEMENT <br /> I <br /> I <br /> 2. ReplaC�e paragraph 3.08 with the following paragraph: <br /> 3�08 PERMANENT FORMS <br /> A, Place forms in straight alignment for the entire length of the run of the <br /> sheets. l.ap ends of sheets twa inches. <br /> I B. Attach side laps of deck with screws spacec# at a maximum of 24 inches on <br /> � <br /> center for spans greater than 4'-Q unless shown otherwise on the Drawings. <br /> � C. Weld deck in place with 1/2-inch puddle welds and weld washers with <br /> welds an each side of the sheet plus two intermediate welds at each <br /> � � suppart unless shown otherwise on the Drawings. <br /> i <br /> ! END OF REPLACEMENT <br /> END OF REVISION <br /> I � <br /> i <br /> � <br /> i <br /> � <br /> � <br /> � <br /> I <br /> i <br /> i . <br />