3214 BROADWAY BROADWAY KINECT APARTMENTS 2021-08-11

I� Nevada: ( 0 )32- Idaho: (208)34 -7168 tilochsa Colorado: (720)644-9246 e n gin e e r i n g Alberta: (587)774-9040 SIMPSON SIMPSON STRONG-TIE COMPANY INC. Strong-Tie 5956 W.Las Positas Blvd., Pleasanton,CA 94588. SUlVng- ie (80D19995099 re www.strongtie.com Wood Compression Member Design Continued 1 Compression' Lora- I Wall Species( TTolal 1 le d Fc 1 Fa 1 E i Bearing Stability Level Demand 1 lion !Type Lumber) a �� 1 (8) (in) POP (k&) (ksi) C7 Cp Cap. Cap. (kips) 1 _..w I ,(son)! i (ks7 1 1 I 1 1 (kips) (kips) 6 T 39103 1 FA61de 4x l(8)2x6;1: DFL Not T84 W 1 B-72 T50 U.645 1350�19ad t.151.0.206 52.60 1:42.89 39.03 I EA Side 1 6x 1(4)2x6 I DFL No2 !66.00 i 8 72 6.50 0.625 1.350 1600 11.1010.473 4125 1 74.20 '39.03 EA Side l:111-1(2)466 j DFLNo2 k;77.00 8.72. 3.50 0.625,1.3501 1800 1.,1010.214 48.13 39.21 39.03 1 EA Side 16x Alt.(2)4x6 DFLNo2 17700872 5.50 0.62511.350;1600111010473148.13186.57 4 I :5$.87 ( FA Side. 46 i(11)2x4j DFLNo2: ;115501 8.78 3.50,0.825 1.350(t6003'1:15 0.2031'72.19 1.:58.26 55.67 EA Side 6x (6)226! DFLNo2 19900! 878 5.5010.62511.3501 160011.100469 61.88 110.22 I 55.67 EA Side 14x AM1(2)4x101. DFLNo2 i 129.501 8.78.13.5010.62511.3501 160011,00.102321 80.94 64.78 55.67 1 EA Side 166 A0,(1)8x101 DFL Not ;104.50; 8.78 15.5010.625!1.000:160011.0010.6181 65.31 1103.37 I _-.I I 1 1 _t 1 I _ Run ID:5.6 ._. 8 I 3A8 1EA Bide}46 1(1)2641 DFLNo2 1050 r8.72 13.50-0.825 p.35011800 1.15102061 6.56 1..5.38 3.48 1 EA Side 1 6x 1(1)2x6 1 DFL No2 1 16.50 1 8.72 15.50 I0.625I 1.3501 1600;1.1010.473 10.31 1 18.55 1 3.48 I EA Side 14x Alt;(1)3641 DFLNo2 ..i 17.50I 8.72 )3.5010.63511.350 1 1600 11.1510.206, 10.94 !8.94 3.48 1 EA Side i6x Alt;(1)3x6' DFLNo2 1 27.50 1 8.72 15.5010.62511.350 1600 1.1010.473; 17.19 30.92 i ! 1 1 1 1 1 1 7 { 1124 L 1 EA Stde 1. 4x i(3)2x4 DEL No2 1 31.50 1"8.72 13.5040.62511.3501 1600 1 1.15.10.206I 19.69 116.08. 11.24 1 EA Side i 6x j(2)2x6 1 DFL No2 1 33.00; 8.72 15.50 i 0.62511.350;1600 i 1.1010.4731 20.63 1 37.10 31124 EA Side 14x AM1(1)4x41. DFLNo2 j,124.501 8.72 1.3.5010.625�.1.350 1 1600 11.15102061 15.31 t-12.51 11.24 1 EA Side€6x Alt1(1)3561 DFL No2 1 27.50; 8.72 15.5010.625I 1.3501 1800 11.10:0.473; 17.19 1 30.92 1 S i 1 1 1 I I 1 i I i I 1 6 1 :.., 22.03 I EA Side1 4x 1(5)264 I DFLNo2 '..1 52.50 1 872 13501062511.350 1 1600 11.15102001. 32.81 126.81 , 1 22.03 1 EA Side; 6x I(3)2661 DFLNo2 49501 8.72 155010.625j11.350;1600 i 1.10134731 30.94 155.65 22.03 1 EA Side l4xAM1(2)4641 DFLNo2 ;I 49.901.8.72 3.50 0.62511.35011600 1.151102061 30.63 125.02 22.03 1 EA Side 16x A81(1)466 1 DFL No2 1 38.50 1 8.72 5.50 0.625;1.3501 1600 1.10,0.473; 24.06 1 43.28 1 1 I I 1 I ! 1 5 34.86' 1EA Side} 41x. 1(7)2x4I DFLNo2 173.50 8.72 I3.5D 0.62511.350 1 1600 1.1.15 0.2061 45.94 137.53. j 34.86 1 EA Side 1 6x ;(4)2x6! DEL No2 1 86.00 8.72 15.50 0.62511.3501 1600 11.1010.4731 41.25 1 74.20 1 I` 34.86 1'EA Side 14x Alt;(2)466 DFLNo2 {}77.00 8.72 13.50 062511.350;1600 I 1.1010.2141 48.13 13821 34.86 I EA Side;6x AN;(1)6x6 DFL Not 1 60.50 8.72 5.50 0.625 1 1.0001 1600 I 1.0010.623: 37.81 1 60.31 ' j 1 4 50.20 1 EA Side I 4x 1(10)2x4 DFLNo2 -;10500 6.78 3.50 0.625:1.350 1 160011.1510.2031 65.63 :152.98 50.20 ,EA Side I 6x ;;(5)2x6 DFL No2 1 82.50 1 8.78 15.50 0 62511.350 1 1600 11.10 04691 51.56 1 91.85 1 1- 50.20 1 EA Side-14x N11(2)4x8 : DFLNo2 ;101601 8.78 13.50 06251.1.350116001 1.05 0221; 63.44150.94 50.20 ;EA Side;6x Alt,(1)6x81 DFL Not 1 82 50 878 5.50 062511.000;160011.001061 1.61 1 1 1 i , Run ID:5.7 Fri-3.93 I EA Side 46 1(1)2411 DFL No2 1 10.50 1 8.72 '13.5010.8251.1.3501 1800 1 1.1510.2061 6.56 5.36 3.93 1 EA Side 1 6x 1(1)2x6 1 DFL No2 1 113.60 1 8.72 15.50 0.625,1.3501 1600 11.10 0.4731 10.31 1 18.55 1 If. 3.93 1 EA Side 14x Alt;(1)3541 DFLNo2 117501 8.72 1350 062511.350 1 1600 1 1.15 0.2061 10.94_1 8.94 3.93 1 EA Side i66 Ate(1)3x6; DFLNo2 j 2750 872 ;55006251.3501160011.100473 17.19130.921 Version:3.0.1 b Page 23 of 29 Lochsa Engineering www.lochsa.com 1-866-606-9784