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ST R UCTU RAL CALCULATIONS Date: 04/09/2024 <br />Project Location: <br />Owne r : <br />Prepared by: <br />Building Code Edition: <br />Co ncrete: <br />Foundation: <br />Structura l Stee l: <br />Pipe Co lumn s: <br />Welding: <br />Concrete Masonry: <br />Grout: <br />Reinforcing Steel: <br />Wood Fra ming: <br />Studs, joists, rafters: <br />Beams and po sts: <br />G lulam : <br />Para ll am 2.0 PSL: <br />Micro ll a m LVL: <br />Plywood: <br />TJl: <br />3925 W. Hazard Ave ., <br />Santa Ana, CA 92703 <br />Cuong Nguyen (Nhan) <br />One-Story ADU <br />BenPhan ,P.E. (714)251-4537 <br />11541 E lizabeth Street <br />Garden Grove, CA 92840 <br />2022 California Building Code <br />f' c = 2,500 psi @ 28 days <br />Ready-mixed concrete per ASTM C94 <br />Co ncrete aggregates per ASTM C33 <br />Cement ASMT C 150 Type V u .n .o. <br />Minimum allowable soil bearing pressure = I ,5 00 psf. <br />ASTM A-36, ASTM a-92 <br />ASTM A-53, Grade B <br />Electric arc process by certified welders in approved licensed fabrication <br />s hop. <br />ASTM C90, GradeN , f' m = 1,500 psi <br />Ty pe M , 1:3:1 /4 mix ; Cement:Sand:Hydrated Lime or Lime Putty . <br />1:3:2 mix; Cement:San d :3/8" pea gravel ; f' c = 2 ,000 psi. <br />Deformed bars per ASTM A915 ; Grade 40 for #4 and smaller; Grade 60 <br />for #5 and larger . <br />WCLIB or WWPA Grading Rules Agency <br />Douglas Fir-Larch #2 <br />Dou g las Fir-Larch #1 <br />24F-V4 or 24F-V8 DF /DF (cantilevered) <br />ICC ESR-1387 <br />ICC ES R-1387 <br />4 or more plies , Structural I or CD , CC Structural Panel per PS-1-95 <br />ICC ESR-1153 (!Level) <br />All information shown on plans relative to existing conditions are provided as the best present knowledge <br />but without gua rantee of accuracy. Where actual conditions conflict with the plans , they shall be reported <br />to the Engi neer so that modifications may be made in writing. Modifications of plans and detail s s hall not <br />be made without written approval of the Engineer. By accepting this calculations or report, the Eng ineer <br />shall not be held liable for discrepancies not brought up to the attention of the Engineer. The design <br />analysis and calculat ions were done in accordance with generally accepted engineering principle s and <br />pract ice .