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Fb Ft Fc perp.Fc Fv E E min <br />CONSTRUCTION 1000 650 625 1650 180 1,500,000 550,000 <br />NO. 2 900 575 625 1350 180 1,600,000 580,000 <br />NO. 1 1200 825 625 1000 170 1,600,000 580,000 <br />NO. 1 1350 675 625 925 170 1,600,000 580,000 <br />COMBINATION 2400 1100 650 1650 265 1,800,000 930,000 <br />NO. 24F-V8 <br />y-dir 1450 1100 560 1650 230 1,600,000 830,000 <br />JOIST & PLANKS <br />GLU-LAM BEAMS <br />THICKNESS <br />2" TO 4" THICK <br />2" TO 4' WIDE <br />2" TO 4" THICK <br />GRADE <br />THAN THICKNESS <br />5" & THICKER <br />BEAM & STRINGER <br />DESIGNATION <br />WIDTH MORE THAN <br />2" GREATER THAN <br />THAN 2" GREATER <br />DOUGLAS FIR-LARCH DESIGN VALUES <br />6" & WIDER <br />5x5 AND LARGER <br />WIDTH NOT MORE <br />POST & TIMBER <br />LIGHT FRAMING <br />( 1 lTHE AS OV E V ALUES ARE TAKEN FROM THE NOS. <br />(2)USE STANDARD GRADING RULE NO. 1 7. <br />2018 <br />ESTRUCTURA USA, INC. <br />ADVANCED STRUCTURAL ENGINEERING <br />468 North Camden Orive #131E <br />Beverly Hills, CA. 90210 <br />Sheet: <br />Job. No: <br />Project: <br />1401 S Rosewood Ave <br />Unit# 2& 34/22/2025