Laserfiche WebLink
STRUCTURAL CALCULATIONS Date: 05/09/2024 <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 />2234 S . Center St., #I 00 <br />Santa Ana, CA 92704 <br />Kim Arch <br />1st-Story Garage Conversion <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 ISO 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 = 1,500 psi <br />Type M, I :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 />WCUB 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 />IC C ES R-1 387 <br />4 or more plies , Structural 1 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 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 . <br />if/ I~ II <br />2234 S Center St #100 - <br />1011186658/13/2024