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Nevada: (702)365-9312
<br /> Idaho: (208)342-7168 ' Loch 5 a
<br /> Colorado: (720)644-9246
<br /> engineeringg
<br /> Alberta: (587)774-9040
<br /> SIMPSON SIMPSON STRONG-TIE COMPANY INC.
<br /> Strong-Tie
<br /> 5956 W.Las Positas Blvd., Pleasanton,CA 94588,
<br /> (800)999-5099
<br /> www.stronotie.com
<br /> Job Id: ES-152061M Job Name:Broadway 8 32nd St Apts
<br /> Date of Input May 31,2019 Structural Date of Plans:Feb 25,2019
<br /> Architectural Date of Plans:Feb 22,2019
<br /> Wood Compression Member Design
<br /> Compression Luca- s Wall 1 a eelesi i Total le 1 d 1 PFe Fe `. E Cf 1 GR I Bearing IStabilityj
<br /> Level, Demand ' a Type Lumber; Grade 1 Area '
<br /> l l6Pa) 1 . (sob) (ft) tin} i lei) 1(ksll (Rs9._._._i.. i (pae) Cita)
<br /> Run ID:5.1
<br /> 1 8 ' 1.78 EA Sde 4x T(1)2x s., DEL No2 'T10 50 8.72 i3.60 0.625 1.350d 1600 1 1510.2061 66.56 16.36„
<br /> 1 1.78 EA Side 1 6x 1(1)2x6 1 DFL No2 1 16.50 i 8.72 6 0.62511.3501ii 1600 i 1.1010.473 10.31 1 18.55
<br /> ."r1:78 r-,EA Sig.;'4x A8t(1)3x4,1 t,,DFLNC21:11750, 872-.(340 0.825,1,35011600 r41510.206 10.94 ,8.94
<br /> 1 1 1.78 EA Side 16x Alt!(1)3x61 DFLNo2 127501 8.72 155010.625 1.350,1600 11.10 1 0.473 17.19 130.92
<br /> 1 l i 1
<br /> 7 6.08 " EA Side 4x (2)2x41 qe DFLNo2 :`a,21001 872: 3.50 0.625 1.250;1600,1.1510206t 13.13 10.72
<br /> 1 6.06 EA Sidei 6x (1)2xe DEL No2 16501 8.72 15.50 0625;1.350 160011.10 04731 10.31 118.55
<br /> ..a .0 .._-i
<br /> v8.06 EAySx1e;-ix AH(1)Sxi zy'"�DFL NOZ� �]750(8.T2' 3.50 0826�1350 7600§t.t6 0208730.94 �89d'
<br /> 1 6.06 I O i DFLNo2 ,27 50 I 8.72 156010.625.1.350'160011.1010.4731 17.19 1 30.92
<br /> EA Side l6x Alt 1 3x6
<br /> ! 1 _ 1 1 1 I i 1 I
<br /> °,6 :11.93,11 EASida 1 4x )(3)2x4 fir,DEL No2 1_.31.50 E`872 13.50 0.625113501 1600 11.1510.206 t 19.69 '16.08.`
<br /> 11.93 'EA Side 1 6x j(2)2x6 1, DFL No2 33.00; 8.72 5.5010.6251 1.350 i 1600 1 1.10 0.473 120.63 1 37.10
<br /> `a11.93" ,'EA Side:14xAlt (1)4x44 DFL No2 ,'12450 -8721350 062511.350 1600'1.15 02061.1E31 12.51
<br /> 11.93 1 EA Side 16x 41t,(1)3x6 DFLNo2 ,27.501 8.72 1650 9625 1350:1600 i 11010.4731 17.19 130.92
<br /> i i '.. ,. 1
<br /> 5 „^1888?p.EASlde Cg(4)2x41 ,_/DFLNo2;`= 42.001,8.72-r3.60 0,625,135011600'1.15 0.2061 26.25 521.45
<br /> 3 18.88 EA Side 16x '(2)2x6 DFLNo2 ;330019721550062611350116001110i0473 20.6313710
<br /> L- ,216.88,-,EA WA#(4xAlti(1)4x6 iiti DFL No2; I3850 .8.72,113.50 0.825 j 1.3501 160011.1010214 24.06 19.61
<br /> 1 18.88 EA Side 16x Alt/(1)4x81 DFLNo2 i 38.50' 8.72 i 5.5010.62511.350!160011.1010.473 124.06 r 43.28
<br /> 1 , s 1M F 1
<br /> s _(, ,� 1 _ r t sa r is
<br /> 4 ..27:55 EASide.1114x !(6rial.' DFLNo2,.' 630048.78 350 r0825i1.350)160Uj ii-c031-39.36 31.79
<br /> 1 27.55 1 EA Side; 6x (3)2x6 DFLNo2 149.501 8.78 ;5.50i 0.625'1.350,160011.10,0.469; 30.94 155.11
<br /> _.. _.. _... r
<br /> ;,3,; 27.55 'r EA Side%4z Alt/(1)4x10fi tDFL No2 ;164.75 8.78 t3.50 0.625 7.350i 1800r1.06. 0.232, 40.47 '132.39;
<br /> i 27.55 1 EA Side i 6x AA(2)3x6 DEL No2 1 55.00 1 8.78 15.60 0.626 1.350 1600 3.10 0.4691 34.38 161.23
<br /> 1 '
<br /> Run ID:5.2
<br /> 1,a.1'72.48 EAsWe`-,i 4x 3(1)2114117DFLNe2, 1]060F87213.5010.625(1.350f 1600j 1.15Fa2061 6.56 } 6.36
<br /> 1 2A8 EA Side i 6x r(1)2x6 DEL No2 1 16.50 1 8.72 15 50 0 62511.350 1600 t 10I 0 4731 10.31 1 18.55
<br /> 11-' 2.48 1 EA SWel4x Alb(1)3x41; DEL No2 C j.17601 8.72 (350 682511.350 I 1800�1t5i02061 10.94,1�8.941
<br /> 1 2.48 1 EA Side 16x Alt (1)3x6 DFLNo2 127501 8,72 I 550 062511.350 1600 11.1010.473 17.19 30.92
<br /> ' i i 1 1 . 1 .
<br /> 7 1 1 x 8.27, 1 EA ( 4 ,'(2)2x41- DFL No2.-12100I 872'I 3.50 0.62511.3601160011.15110.2061 13.13 ;10.72
<br /> i 8.27 1 EA Side 1 6x ,(1)2x6 DFLNo2 116501 872 1,550 0.62511.3501 160011.10,0473 10.31 118.55
<br /> 827„ .EA Sde 4x A9'(1)3x41'.OFL No2. 117.50 8.72 "350 0.62511.3501 1600 1 1.151.0.2061 10.94 I;8.94':
<br /> ' ' 1 1 ( 1,
<br /> € 8.27 EA Side 16x At;(1)3x6. DFLNo2 127.601 8.72 16.5010.62511.350 1600°1.70 r 0.473( 17.19 130.92
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