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STRUCTURAL CALCULATIONS Date: 03/29/2025 <br />Project Location: <br />Owner: <br />Prepared by : <br />Building 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 />2326 W . More Ave., Unit 2 <br />Santa Ana, CA 92704 <br />Kim-Thoa Ngu yen (Luan) <br />Garage Conversion <br />Ben Phan , P.E. (714) 251-4537 <br />11541 Elizabeth Street <br />Garden Grove , CA 92840 <br />20 22 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 = I ,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 = I ,500 psi <br />Type M , I :3:1 /4 mix ; Cement: Sand: Hydrated Lime or Lime Putty . <br />I :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 />WCLIB or WWPA Grading Rules Agency <br />Douglas Fir-Larch #2 <br />Douglas Fir-Larch #I <br />24F-V4 or 24F-V8 DF /DF (cantilevered) <br />ICC ESR-1387 <br />ICC ESR-1387 <br />4 or more plies , Structural 1 or CD , CC Structural Panel per PS-1-95 <br />ICC ESR-1 153 (ILevel) <br />All information shown on plans relative to existing conditions 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 />shall 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 .