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.Abbrev GRADES <br />Fbxx <br />(psi) <br />Fvxx <br />(psi)Exx (psi)g (lb/ft3) <br />DFL#2 DOUGLAS FIR LARCH #2 875 180 31.2 <br />DF1 (5x)Douglas Fir Larch #1 5x & Larger1,350 170 31.2 <br />DFL#1 DOUGLAS FIR LARCH #1 1,000 180 31.2 <br />24F-V4 Glue Laminated Timber 24F-V4 DF/DF2,400 265 39.9 <br />PROJECT:Harmon St ADUs JOB NO.:A025.033 SUBJECT:BEAMS 24F-V8 Glue Laminated Timber 24F-V8 DF/DF2,400 265 39.9 <br />LVL (1.9) MICROLLAM LVL (1.9E) 2,600 285 41.8 <br />LVL (2.0)VERSA-LAM (2.0E)2,800 285 41.8 <br />DESIGN LOADS:Load Types:Snow*IS Live Dead Load Combinations:LSL TIMBERSTRAND LSL (1.3E)1,700 400 41.8 <br />Roof 20 23 LC 2: D+L CRITERIA (L/)DTL DLL DDL DLr/S PSL PARALLAM PSL (2.0E) 2,900 290 41.8 <br />Floor 40 22 LC 3: D+(Lr or S)A(BLANK)240 360 240 STL36 GRADE 36 STEEL 21,600 14,400 490 <br />Wall 21 LC 4: D+.75L+.75(Lr or S)B 240 480 240 STL46 GRADE 46 STEEL 27,700 16,500 490 <br />Add .2*SDS to dead load?Yes 0.212 =.2*SDS C 600 800 240 STL50 GRADE 50 STEEL 30,000 20,000 490 <br />Label <br />Length <br />'L' (ft) <br />Roof <br />Trib <br />(ft) <br />Floor <br />Trib <br />(ft) <br />Wall <br />Trib <br />(ft) <br />Add'l <br />Live <br />Load <br />(plf) <br />Add'l <br />Lr/S <br />Load <br />(plf) <br />Add'l <br />Dead <br />Load <br />(plf) <br />Point <br />Load <br />From <br />Re <br />a <br />c <br />t <br /> <br />( <br />A <br />, <br />B <br />) <br />Dist <br />'a' <br />(ft) <br />Point <br />Live <br />Load <br />'PLL' <br />(lb) <br />Point <br />Roof <br />Load <br />'PLr/S' <br />(lb) <br />Point <br />Dead <br />Load <br />'PDL' <br />(lb) <br /># <br />P <br />L <br />I <br />E <br />S <br />Grade Size <br />"B <br />M <br />/ <br />H <br />D <br />R <br />" <br />D <br />C <br />R <br />I <br />T <br />E <br />R <br />I <br />A <br />Cr CD CF,V,CL Ra (lb) Rb (lb) <br />Mmax <br />(ft-lb) <br />Mallow <br />(ft-lb) <br />Vmax <br />(lb) <br />Vallow <br />(lb) <br />DTL <br />(in) <br />DTLallow <br />(in) <br />DLL <br />(in) <br />DLLallow <br />(in) <br />DLr/S <br />(in) <br />DLr/Sallow <br />(in) <br />1.5DL <br />GLB <br />Camb Check <br />B1 3.166 15 DFL#2 4x6 1.00 1.25 1.30 1029 1029 814 2091 731 2888 0.019 0.158 0.106 0.009 0.158 0.39 M <br />B2 4.5 15 DFL#2 4x6 1.00 1.25 1.30 1462 1462 1645 2091 1164 2888 0.077 0.225 0.150 0.036 0.225 0.79 M <br />B3 4.5 15 DFL#2 4x6 1.00 1.25 1.30 1462 1462 1645 2091 1164 2888 0.077 0.225 0.150 0.036 0.225 0.79 M <br />B4 4.5 15 DFL#2 4x6 1.00 1.25 1.30 1462 1462 1645 2091 1164 2888 0.077 0.225 0.150 0.036 0.225 0.79 M <br />B5 3 5.75 DFL#2 4x6 1.00 1.25 1.30 377 377 283 2091 262 2888 0.006 0.150 0.100 0.003 0.150 0.14 M <br />B6 3 5.75 DFL#2 4x6 1.00 1.25 1.30 377 377 283 2091 262 2888 0.006 0.150 0.100 0.003 0.150 0.14 M <br />B7 3 15 DFL#2 4x6 1.00 1.25 1.30 975 975 731 2091 677 2888 0.015 0.150 0.100 0.007 0.150 0.35 M <br />B8 3.166 15 DFL#2 4x6 1.00 1.25 1.30 1029 1029 814 2091 731 2888 0.019 0.158 0.106 0.009 0.158 0.39 M <br />B9 4.5 15 DFL#2 4x6 1.00 1.25 1.30 1462 1462 1645 2091 1164 2888 0.077 0.225 0.150 0.036 0.225 0.79 M <br />B10 4.5 15 DFL#2 4x6 1.00 1.25 1.30 1462 1462 1645 2091 1164 2888 0.077 0.225 0.150 0.036 0.225 0.79 M <br />B11 8 5.75 DFL#2 4x10 1.00 1.25 1.20 1018 1018 2036 5459 822 4856 0.063 0.400 0.267 0.029 0.400 0.37 M <br />B12 11 5.75 DFL#2 4x10 1.00 1.25 1.20 1400 1400 3849 5459 1203 4856 0.227 0.550 0.367 0.103 0.550 0.71 M <br />B13 3.5 6.75 DFL#2 4x6 1.00 1.25 1.30 516 516 451 2091 381 2888 0.013 0.175 0.117 0.006 0.175 0.22 M <br />B14 8.583 5.75 DFL#2 4x8 1.00 1.25 1.30 1086 1086 2329 3633 933 3806 0.174 0.429 0.286 0.079 0.429 0.64 M <br />2000000 <br />1300000 <br />1700000 <br />29,000,000 <br />1600000 <br />1700000 <br />29,000,000 <br />1800000 <br />1900000 <br />1800000 <br />2000000 <br />29,000,000 <br />Page 11AllX ENG <br />DESIGN & ENGINEERING