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SCOPE <br /> This document aims to provide the design criteria and parameters used to carry out the structural <br /> design of the high-mast pole drilled shaft foundation, low-mast pole spread footing foundation, <br /> fence post foundations, concrete gutter section, and trench drain. <br /> STANDARDS AND CODES <br /> 1) IBC 2018 International Building Code <br /> 2) ASCE 7-16 Minimum Design Loads for Buildings and Other Structures <br /> 3) ACI 318-14 Building Code Requirement for Structural Concrete <br /> 4) AASHTO LRFD Bridge Design Specification, 91h Edition <br /> STRUCTURAL MATERIALS <br /> 1) Concrete Fc = 5000 psi <br /> 2) Rebar fy= 60ksi (ASTM A 615) <br /> DESIGN LOADS <br /> Dead Load <br /> 1) Self-weight <br /> a) Unit Weight of Material <br /> Steel ysteei =490 pcf <br /> Concrete ysteel = 150 pcf <br /> Seismic Load <br /> Risk Category II <br /> Site Class E <br /> Sys=0.71 <br /> Soy=0.75 <br /> R = 1.0 <br /> Wind Load <br /> Risk Category II <br /> Exposure: D <br /> V„it= 98 mph <br /> Vehicles <br /> 1) HS 25 Truck <br /> 2) Taylor"Big Red" THDC-976 Container Handler <br /> 3) Terex HMK 7608 Mobile Harbor Crane <br /> 3 <br />