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Fb, F,ra 9 <br /> ) ,V E C TO R Abbrev GRADES (psi) (psi) E'(psi) (I 32 <br /> JOB NO.: U2782.0762.201 Abbrev <br /> DFL#1 1,000(psi) <br /> 1,70(psi) 32 <br /> E fl C3 1 r'1 E E R S DFL#2 DFL#2 900 180 1,600,000 32 <br /> DF1(5X) DFL#1 5X5&LARGER 1,350 170 1,600,000 32 <br /> SPF#2 SPF#2 875 135 1,400,000 26.2 <br /> SP#2 SP#2 1,100 175 1,400,000 34.3 <br /> PROJECT: Christopher Casey Residence SUBJECT: BEAMS 24F-V4 24F-V4 2,400 240 1,800,000 32 <br /> 24F-V8 _24F-V8 2,400 240 1,800,000 40 <br /> LVL(1.9) LVL(1.9X106E) 2,600 285 1,900,000 40 <br /> DESIGN LOADS: Load Types: Snow Live Dead LVL(2.0) LVL(2.0X106E) 2,200 285 2,000,000 42 <br /> Roof 25 20 7 CRITERIA(LJ) DTL DLL DEL LSL LSL(1.3X106E) 1,700 400 1,300,000 42 <br /> A <br /> Solar 3.0 •(BLANK) 120 180 STL36 .GRADE 36 STEEL 21,600 14,400 29.000,000 490 <br /> 5T146 GRADE 46 STEEL 27,700 16,500 29,000,000 490 <br /> STL50 GRADE 50 STEEL 30.000 20,000 29,000,000 490 <br /> Point Point o <br /> Add! Add'I m Live Deadco <br /> n <br /> Roof Floor Wall Live Solar Point a Dist Load Load w C <br /> 1.5DL <br /> Length Trib Trib Trib Load Load Load D 'a' 'PLC 'PDC o M Mmax Me,ia„ Vm8. Vag,„ DTL D.L,ib„ DLL DLLaia„ GLB <br /> Label 'L'(ft) (ft) (ft) (ft) (plf) (plf) From Q1 (ft) (Ib) (Ib) y Grade Size D Cr CD CF,v R.(lb) Rb(Ib) (ft-lb) (ft-lb) (Ib) (lb) (in) (in) (in) (in) Camb Check <br /> Span[ft]: 15.7 Spacing[ft]: 2 Ori lnal is True Size? No <br /> (E)Rafter 15.7I 0.608 1.8 (1) SPF#2 2x6 1.15 1.15 1.30 169 169 663 948 516 854 1.010 1.570 0.713 1.047 0.70 M <br /> Sister 15.7L1.392 4.2 (1) SPF#2 2X8 1.15 1.15 1.20 387 387 1518 1521 357 1126 1.010 1.570 0.713 1.047 1.00 M <br /> 7 \ 'z,3 <br />