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YES
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NO
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N/A
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A.
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Contract Plans, Specifications, Permits, etc.
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1.
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Are the shoring plans prepared, stamped, and signed by an engineer registered to practice in Oregon?
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2.
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Have three copies (five copies if railroad approval is required) of the complete design calculations accompanied the shoring drawings submittal?
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3.
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Are shoring plans in compliance with the requirements of the construction plans general notes?
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4.
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Are shoring plans in compliance with contract plan structural details?
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5.
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Are shoring plans in compliance with the requirements of the Oregon Standard Specifications for Construction, subsection 00150.35?
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6.
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Are all existing, adjusted or new utilities in proximity with the proposed shoring shown on the shoring plans and is protection of these utilities addressed?
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7.
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Are clearance requirements satisfied and shown on the shoring plans?
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B.
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Loads
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1.
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Are the magnitude and location of all loads, equipment and personnel that will be supported by the shoring shown or noted on the shoring plans?
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2.
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Are design loads and material properties used to determine design stresses shown for each different shoring member shown on the shoring plans?
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3.
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Does the shoring design assume water saturated soil pressure acts on the full height of the shoring?
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4.
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Has percolation into the excavation been addressed?
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C.
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Allowable Stresses
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1.
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Have the design loads used for shoring design of all members been noted in the design calculations?
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2.
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Are the allowable stress and the calculated stress listed in the summary for each different shoring member?
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D.
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Timber Construction
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1.
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Are timber grades consistent with material to be delivered to the construction site and noted on shoring drawings and in accompanying calculations for all timber shoring material?
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2.
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If "rough" lumber is specified for shoring by the shoring designer are the actual lumber dimensions used in calculations shown?
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E.
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Steel Construction
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1.
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Are steel structural shapes and plates identified by ASTM number on the shoring plans and in the calculations?
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2.
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Have steel beams been checked for bending, shear, web crippling and buckling of the compression flange?
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F.
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Compression Members, Bracing, Members
and Connections
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1.
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Has general buckling been evaluated for all compression members?
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2.
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Has bracing been provided at all points of assumed support for compression members?
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3.
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Is bracing strength and stiffness sufficient for the intended purpose?
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4.
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Have all connections been designed and detailed?
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Yüklə 2.6 Mb.