Laserfiche WebLink
Larson Engineering, Inc. <br />3524 Labore Road <br />White Bear Lake, MN 55110-5126 <br />651.481.9120 Fax: 651.481.9201 <br />www.larsonengr.com <br /> <br /> <br /> <br />I <br /> <br /> <br /> <br /> <br />Design Criteria <br /> <br />Project Information: <br />Project: Bristol Tolliver Park <br />Project Location: Santa Ana, CA <br />Project Number: 11250537 <br /> <br />Structural work scope presented in this calculation package is limited to the design of the <br />5" DIA. aluminum and steel posts, and 3.5” DIA. steel posts for the Playbooster, <br />Evos, and Weevos assemblies, as well as the associated concrete footings. Structural <br />design is limited to wind and seismic loads only. <br /> <br />Building Code Used For Design: <br /> <br />2022 California Building Code (2021 IBC) <br /> <br />Load Criteria <br /> <br />1. Wind Load Criteria per 2022 CBC (ASCE 7-16): <br />Basic Wind Speed 95 mph (Ultimate Wind Speed) <br />Building Exposure B <br />Risk Category II <br /> <br />2. Seismic Load Criteria per Terracon Geotechnical Engineering Report (Project <br />No. CB235154) and 2022 CBC (ASCE 7-16): <br /> SDS = 0.863g <br /> SD1 = 0.567g <br /> Site Class D <br /> Risk Category II <br /> Seismic Design Category D <br /> <br />3. Structural calculations based on the Landscape Structures drawing #1181397- <br />03-03 dated 11/25/2024. <br /> <br />Aluminum <br /> <br />1. Extruded aluminum tubes shall be 6005A-T61 Temper and alloy. <br />2. Aluminum members are designed per the “Specification for Aluminum <br />Structures Allowable Stress Design,” 2020.