3214 BROADWAY BROADWAY KINECT APARTMENTS 2021-08-11

Nevada: (702)342-716 Idaho: / loch s a Idaho: (208)342-7168 Colorado: (720)644-9246 e n gin e e r i n g Alberta: (587)774-9040 SIMPSON SIMPSON STRONG-TIE COMPANY INC. 5956 W.Las Positas Blvd., Pleasanton,CA 94588. Strong-Tie (800)9995099 ® www.stronglie.com Wood Compression Member Design Continued ICompteaxion` ( - TOW 1 Fc Bearing Stability{ Level) Demand Loca- Wall$Lumber'_ Grade Area le • d erp 1 Fc I E 1 Cf Cp Cap. Cap. 1 (bps) , ibn IType, 1 Grade (sod) (ft) 1 (In) tics° 1 (ksi) (ksi) 1 (KIP) (Rips) Run ID:5.4 8 1' 3.89' EASIde l;! 4x (1)20I DFLNo2 1050 8.72 tI3.50 062511.350 1 1600 1 1.1510.2061 6.58 1':;5.36' 3.89 1 EA Side 6x I(1)2x61 DFLNo2 11650 8.72 1550 0.625;1.350 1 1600 11.10 0.473I 10.31 118.55 . -3.89 : .I EA Side 14x A111:(1)3x4 1 0FL No2 17.50 '8.7243.50 0.62511.350116001.1.15 0.2061 10.94:1:8.94 3.89 1 EA Side 16x 411.(1)3x6 1 DFLNo2 27.50 1 8.72 155010.62511.3501160011.1010.4731 17.19 1 30.92 I I 1 I I 1 I 1 1 7 ',10.96 1EA Side I 4x 1(3)2*41a DFLNo2 131.5018.72- 350I 0.6251tap!1800 1 1.1510206119.69 I'.16.08; 10.96 1 EA Side 6x 1(2)2x61 DFLNo2 3300' 8.72 '550 I0625,1.3501 1600 1 1.1010473 120.63 137.10 10.96" 1 EA Side 14x 471l(1)4Y4 I DFLNo2 1L2450 18.72-1350 06251 1.350 1 1600 1 1.1510 2061 1531 1 12.51; 10.96 11 EA Side 16x 401(1)3x6: DFLNo2 12750 1 8.72 1550 0.625 1 1.3501 1600 1 1.10 i 0473 1 17.19 130.92 I I i 1 6 2Q97 rEASIdei 4x 16)2rAi- DFLNo2 1:42691 e.ii 135010625)1.3501160071.15 oisI 2626 121.45 1 20.97 1 EA Side l 6x I(3)2x6 1 DFL No2 i 49.50 8.72 15 50I 0 62511.350 i 1600 1 1.10 0 4731 30.94 1 55.65 20.97 EA Side 14xA1t'(2)4x4 I' DFLNo2 149001 872 1350 0.62511.3501160011.1510206 30.63125.02 20.97 1 EA Side 16x Alt;(1)4x61 DFLNo2 ',3050 18.72 I/5.50 10.62511.350 11600 11.10 10.4731 24.06 1 43.28 I I 5 33.50 1 EA Side 1 4x 1(7)2x4 1 DFL No2 1 73.50 18.72 13.50 0.625 1 1.3501 160011.15'0.2061 45.94< 37.53 1 33.50 1 EA Side 1 6x 1(4)2x6 1 DFL No2 1 66.00 1 8.72 1 5.50 0.6251 1.350 1 1600 1 1.1010.4731 41.25 74.20 I 33.50 EA Side.14xPR1(2)4x61 DEL No2 1.77.00 872 I 3.50 0.626/1.3501 1600 11.10 I 0214 I 48.13,: 39.21 33.50 EA Side l 6x Alt/(2)3x8 I DFLNo2 155.001 8.72 1590 0.62511.350 1 1600 11.1010.4731 34.38 61.83 I I 1 1 I I 4 48.80 EA Side 1 4x (10)2x41 DFLNo2 10500 878' 350 0625 1.3501160011.15 0.203 55.63 52.98 1 i I I _ 1 3 _ i 15 �.= 48.80 V EA Side I Bx i(5)2x6 1 DFL No2 !82 50 1 8.78 5.50 0.625 1.350 1600 1.10I0 d691 51.56 �81.85 '48.80 EA Side I4x Nei(2)4x81. DFLNo2 1101501 8781350 062511.350i 160011.05102211 63.44 50.94. 48.80 1 EA Side 16x Nt1(1)Bx81 DFLNot 182501 8.78 1550 0625,1.000 1 1800 11.0010.6181 51.56181.61 I 1 Run ID:5.5 1_ r __.1. � - r _„.___ 8 I '3.79 EA Side�4xT(1)2x4.I DFLNo2 ;1050; 8.72-I3�062511.350;1800-(1.15T0205� 6.56'..1. 5.36 379 EA Side( 6x 1(1)2*61 DFLNo2 11650i 8.72 15.5010.625 1.350 1 1600 1 1.1010.473i 10.31 118.55 3.79 EA Side 4x A8;(1)3x4 DFLNo2 17.50i 872 .3.50 0625 1.35011600 1.1510208I 10.94: 18.94. 3.79 1 EA Side 6x A81,(1)3x6 I DFL No2 27.50 1 8.72 1 5.50 1 0.625 1 1.350 1800 11.10 0.4731 17.19 1 30.92 7 1j -12.49 1999144I 4x:1(3)2x41' DFLNo2 "13150 I 872 1350 0625 1.350 11600:11.15102061, 19.69.1,18.08 12.49 1 EA Side; 6x 1(2)2x6i DFLNo2 133001 872 '550i062511.350, 1600'1.10 0 743 20.63 137.10 �1- Si 1 .. t .1, ..._ 12.49 1 EASide 14x A81(i)4x4) DFLNo2 124.5018.72 3501082511.350116001.15020611531.= 12.51 12.49 1 EA Side 16X Alt,(1)3x6 I DFL No2 1 27.50 1 8.72 15.5010.6251 1.350 1 1600 1 1.1010.473I 17.19 130.92 ii I F i I i 6 7 -_24.61 EA Side 1 4x 1(5)2x4 I' DFL No2 '152.50 1 8.72 35010.62911.3501 1600.i 1.1510.206 f 32.81'1 26.81 24.61 I EA Side 1 6x I(3)2x6 I DFL No2 1 49.50 1872 :5.50 0.625 11.350 I 1800 1 1.1010.4731 30.94 1 55.65 24.61 1.EA Side 14x Alt'(2)4x4 I DFLNo2 149.001 8.72 3.50 0.62511.350 16001:1.1510.2061 30.63125,02 1 24.61 1 EA Side'6x Alt,(2)3x6 1 DFL No2 155.00 i 8.72 5.50 0.62511.350 160011• .1010.4731 34.38 1 61.83 I , .�_ _ 1 • 1 Version:3.0.1 b Page 22 of 29 Lochsa Engineering www.lochsa.com 1-866-606-9784