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REPORT <br /> Prepared by: Patrick B. Stickler, PhD, PE e�WORO <br /> 1)F WAs �r <br /> Cascade View Residential Structural Engineering, PLLC <br /> d N r z <br /> 8618 Cascadia Avenue �= <br /> Everett, WA 98208 Poi �35 62E� \�4% <br /> TE <br /> Cell: 425-760-4578 FSS�ONALEN�' <br /> www.CVRSEPLLC.com <br /> !0/!4/2023 <br /> Single Family Residential:2502 E Grand Ave, Everett, WA 98201, USA, built in 1905. <br /> TABLE OF CONTENTS: D <br /> 1. References NOV 0 6 2023 <br /> 2. LFRD/ASD stress design <br /> 3. Summary of dead and live loads <br /> 4. Main structural elements CITY OF EVERETT <br /> Permit Services <br /> 5. Appendix A:Analysis calculation <br /> a. Main support beam design and analysis ���a 1 Jas. liva�, <br /> CJ <br /> b. Floor joists Q A ►a gO <br /> c. Support footer design and analysis <br /> 4ZOl 6 <br /> 1) REFERENCES: 9,3 n <br /> • IBC/IRC 2018: International Building Code/International Residential Code <br /> u U <br /> • ASCE 7-16: Minimum Design Loads for Buildings and Other Structures <br /> • AISC 360-16:Specification for Structural Steel buildings <br /> • ACI 318-19: Building Code Requirements for Structural Concrete <br /> 2) LFRD/ALLOWABLE STRESS DESIGN-BASIC LOAD COMBINATIONS <br /> • Support beams,joists, and concrete footers <br /> 3)SUMMARY OF DEAD AND LIVE LOADS <br /> 3a) Dead and live loads <br /> • Floor dead 20 Ib/ft2 <br /> • Floor live load 40 Ib/ft2 (uniform non-reducible) <br /> 3b)Soils bearing capacity: 1500 psi per IBC table 1806.2, responsibility of contractor to verify soil <br /> condition suitable to support footings,Concrete: Fc=2500psi. <br /> /%9/90,98 <br />