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Proiect Location: <br />Owner: <br />c.o. #1 Date:71712078 <br />2941 N. Hesperian St. <br />Santa An4 CA 92706 <br />Thien <br />Tenant Improvement / New Roof (Unit B Onlv) <br />Ben Phan, P.E. (714) 251-4537 <br />1 1541 Elizabeth Strpet <br />Garden Grove, CA 92840 <br />2016 California Building Code <br />P" = 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. i <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 />Ply,lvood: <br />TJI: <br />,1 <br />J <br />]J <br />OF <br />ASTM C90, Crade N, F. - 1,500 psi <br />Type M. l:3: l/4 mix; Cement:Sand:Hydrated Lime or Lime Putry <br />l:3:2 mix; Cement:Sand:3/8" pea gravel; l" - 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 f2 <br />Douglas Fir-Larch #1 <br />24F-Y4 or 24F-YB DF/DF (cantilevered) <br />ICC ESR-I387 <br />ICC ESR-I387 <br />4 or more plies, Structural I or CD, CC Structural Panel per PS-l-95 <br />ICC ESR- I l s3 (Ikvel) <br />All information shown on plans relative to existing conditions are provided as the best present knowledge <br />but without guarantee ofaccuracy. Where actual cohditions conflict with the plans, they shall be reported <br />to the Engineer so that modifications may be made ih writing. Modifications of plans and details shall not <br />be made without written approval ofthe Engineer. By accepting this calculations or report, the Engineer <br />shall not be held liable for discrepancies not brought up to the attention ofthe Engineer. The design <br />analysis and calculations were done in accordance with generally accepted engineering principles and <br />practice. <br />bl t {r2 <br />.:l2l3UuEXP <br />IItv <br />STRUCTURAL CALCULATIONS