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i <br />STRUCTURAL CALCULATIONS FOR <br />2350 PULLMAN WSS OCTA ASPIRE BAKERY <br />WEBBER/SMITH PN: 5387 <br />PHASE 1 AND PHASE 2 <br />TABLE OF CONTENTS <br />STRUCTURAL CALCULATION DESCRIPTION PAGE NUMBER <br />•ASCE Hazards Report 1.1 to 1.6 <br />•Wind Loads – Existing Building 2.1 to 2.11 <br />•Wind Loads – Phase 1 Addition 3.1 to 3.11 <br />•Wind Loads – Phase 2 Addition 4.1 to 4.11 <br />•Existing Building Lateral Analysis 5.1 to 5.5 <br />•New Building Lateral Summary 6.1 to 6.3 <br />•Horizontal Structural Irregularity Check 7.1 to 7.4 <br />•Roof Diaphragm Design 8.1 to 8.5 <br />•Structural Separation Joint 9.1 to 9.1 <br />•Drift and Serviceability Checks 10.1 to 10.1 <br />•Software Input 11.1 to 11.16 <br />•Software Output 12.1 to 12.33 <br />•OCBF Framing Member Designs 13.1 to 13.13 <br />•Steel Connection Designs 14.1 to 14.55 <br />•Column Spread Footing Designs 15.1 to 15.161 <br />•Wall Footing Designs 16.1 to 16.14 <br />•Underpinning Foundation Design 17.1 to 17.18 <br />•Base Plate Designs 18.1 to 18.102 <br />•Slab-On-Grade Design 19.1 to 19.8 <br />•Rooftop Equipment Supports 20.1 to 20.9 <br />•Building Sections Design 21.1 to 21.33 <br />2350 S Pullman St - <br />Phase I3/4/2025