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STRUCTURAL CALCULATIONS Date: 02/16/2024 <br />Project Location : <br />Owner: <br />Prepared by: <br />Buildin g Code Edition: <br />Concrete: <br />Foundation: <br />Structural Steel: <br />Pipe Columns: <br />Welding: <br />Concrete Masonry : <br />Grout: <br />Reinforcing Steel: <br />Wood Framing: <br />Studs , joists, rafters: <br />Beams and posts : <br />Glulam : <br />Parallam 2 .0 PSL: <br />Microllam LVL: <br />Plywood: <br />TJI: <br />617 S. Golden West Ave ., <br />Santa Ana, CA 92703 <br />Kim Tran (Luan) <br />New Accessory Dwelling Unit ADU <br />Ben Phan , P.E. (714) 251-4537 <br />11541 Elizabeth 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 />Concrete aggregates per ASTM C33 <br />Cement ASMT C 150 Type V u.n.o. <br />Minimum allowable soil bearing pressure = 1,500 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 />shop. <br />ASTM C90 , GradeN , f m = 1,500 psi <br />Type M , 1:3:1/4 mix; Cement :Sand:Hydrated Lime or Lime Putty . <br />1 :3:2 mix; Cement:Sand :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 />WCLID or WWP A Grading Rules Agency <br />Douglas Fir-Larch #2 <br />Douglas Fir-Larch #1 <br />24F-V4 or 24F -V8 OF /OF (cantilevered) <br />ICC ES R-1387 <br />ICC ES R-1387 <br />4 or more plies , Structural 1 or CD, CC Structural Panel per PS-1-95 <br />ICC ES R-1153 (!Level) <br />All information shown on plans relative to existing ~onditions are provided as the best present knowledge <br />but without guarantee of accuracy. Where actual conditions conflict with the plans , they shall be reported <br />to the Engineer so that modifications may be made in writing. Modifications of plans and details shall not <br />be made without written approval of the Engineer . By accepting this calculations or report, the Engineer <br />s hall not be held liable for discrepancies not brought up to the attention of the Engineer. The design <br />analysis and calculations were done in accordance with generally accepted engineering principles and <br />practice. <br />WI~ 1;7 <br />2325 W Mark St - <br />1011185516/17/2024