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[0 <br />ESr <br />ESI/FME !NC <br />STRUCTU RAL EN G I N E ERS & CONSU LTANTS <br />EMAIL/FAX TRANSMITTAL <br />DATE: <br />COMPANY <br />ATTN: <br />EMAIVFAX <br />L2/8/2o2O JOB No: <br />PROJECT: <br />FROM: <br />No. OF PAGES <br />1112 <br />Saucedo Residence <br />John Saucedo Dale Forbes/ew <br />1 <br />ADDlTIONA L IN FOR I\,4ATION. <br />The substitution of the 6x14 DF drop ped ridge beam for the 5 1/4 x 16 PSL beam is adequate and meets the code <br />minimum total load deflection requirement of L/240 which is 1.05". The calculated total load deflection for the <br />6x14 beam is 0.84". Whilethe PSLbeam remains our recommendation in orderto minimize any future potential <br />sagging, the 6x14 DF beam is an adequate option for the homeowner, and the howeowner is aware of the possible <br />deflection issues in the future <br />l*P ) <br />t2/3/2020 <br />1800 E. 16th Street, Santa Ana, CA 92701 Tel: (714) 835-2800 Fax: (714) 835-2819