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Bristol Tolliver Park <br />Santa Ana, CA <br /> II <br /> 11250537 <br /> <br /> <br />Structural Steel <br /> <br />1. Steel pipes shall meet the requirements of Fy = 50 ksi and Fu = 62 ksi. <br /> <br />2. Steel members are designed per the “Steel Construction Manual”, Fifteenth <br />Edition. <br /> <br />Concrete <br /> <br />1. Cast-in-place concrete strength shall be f’c = 3500 psi, normal weight, and air <br />entrained. <br /> <br />2. Concrete designed per ACI 318-19. <br /> <br />Soil <br /> <br />1. The lateral soil bearing pressure per Terracon Geotechnical Engineering Report <br />(Project No. CB235154) is assumed to be ρ = 175psf/ft with the first 2’ of depth <br />for lateral resistance to be neglected. <br />2. The soil bearing pressure per Terracon Geotechnical Engineering Report <br />(Project No. CB235154) and 2022 CBC is assumed to be σ = 1500 psf. <br />Disclaimers <br /> <br />1. The structural conditions analyzed in this calculation package represent the most <br />critical conditions found by Larson Engineering in the shop drawings and/or <br />other design documents. Similar conditions shown on the shop drawings and/or <br />other design documents have been reviewed and are acceptable by comparison <br />to the analyzed components. <br /> <br />2. The following calculation package represents Larson Engineering’s <br />interpretation of the design intent of the shop drawings and specifications. <br />Larson Engineering is not responsible for verification of dimensions, material <br />take-offs, installation and coordination with other building trades. If as built <br />conditions differ from the conditions shown in this calculation package, <br />Landscape Structures must bring these differences to the attention of Larson <br />Engineering so that the as built conditions can be structurally verified. <br /> <br />3. Live load testing has been performed by Landscape Structures and is not <br />accounted for in this calculation package.