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STRUCTURAL REPORT <br /> O�GKF 0Rp <br /> Prepared by: Patrick B. Stickler, PhD, PEy�o��wa �z,�m <br /> Cascade View Residential Structural Engineering, PLLC <br /> 8618 Cascadia Avenue 4 <br /> /` IST <br /> 62 <br /> Everett, WA 98208 FSS/ONAIE�G <br /> Cell: 425-760-4578 Pawd 61 <br /> S <br /> www.CVRSEPLLC.com <br /> 0310412023 <br /> Single Family Residential Structure:4828 Delaware Avenue, Everett WA 98203 <br /> Objective: a structural engineering analysis was performed for as part of a remodel project.A new flush <br /> beam was sized for an open kitchen dining room area. <br /> References <br /> • IRC 2018: International Residential Code <br /> • ForteWeb Analysis Software <br /> Loads <br /> • Attic Dead Load: 12 psf <br /> • Attic Live Load (without storage): 10 psf <br /> ENGININEERING DRAWING AND ANALYSIS <br /> A structural analysis was performed using ForteWeb software.The drawing below and the attached <br /> analysis are provided. A new DF 4" x 12"flush beam is defined to support attic loads between the <br /> kitchen and dining area. A minimum of 3.5" bearing support is provided on each end of the beam as <br /> shown on the drawing in Figure 1.The attached analysis is provided to verify the structural integrity. <br /> 0310 0310-4"-1-0023 <br />