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Scope To provide structural calculations for the design of a new storage facility and crane rail at the location <br />given on the cover page. Elements under review include the gravity and lateral force resisting systems <br />for all elements. Any other elements not specifically referenced in these calculations are outside the <br />purview of these calculations and are designed by others. <br />References <br />1. 2015 International Building Code (IBC) with Washington Amendments <br />2. 2018 International Building Code (IBC) <br />3. ASCE/SEI 7-10, Third Edition, Minimum Design Loads for Buildings and Other Structures, <br />American Society of Civil Engineers (ASCE) <br />4. ASCE/SEI 7-16, Minimum Design Loads for Buildings and Other Structures, American Society of <br />Civil Engineers (ASCE) <br />5. 2014 Building Code Requirements for Structural Concrete, ACI 318-14, and Commentary (ACI) <br />6. 2017 Manual of Steel Construction, 15U' Edition, American Institute of Steel Construction (RISC) <br />7. 2018 National Design Specification for Wood Construction, ANSI/AWC (NDS) <br />8. 2015 Special Design Provisions for Wind and Seismic ANSI/AWC (SDPWS) <br />9. 2016 Building Code for Masonry Structures, TMS 402-16, The Masonry Society (TMS) <br />10. Geotechnical Report <br />Table of Contents <br />Scone................................................................................................................................................ 2 <br />References........................................................................................................................................ 2 <br />Tableof Contents............................................................................................................................. <br />2 <br />DesignCriteria................................................................................................................................. <br />3 <br />StructuralCalculations..................................................................................................................... <br />6 <br />Gravity....................................................................................................................................... 6 <br />Lateral..................................................................................................................................... <br />13 <br />CraneRail............................................................................................................................... <br />16 <br />AppendixA.........................................................................................................................•.......... <br />28 <br />PSE <br />PETERSON STRUCTURAL ENGINEERS <br />Peterson Structural Engineers, Inc. <br />www.psengineers.com <br />project 16-426 date 01/11/2021 <br />designer KTK sheet 2 of 59 <br />