3214 BROADWAY BROADWAY KINECT APARTMENTS 2021-08-11

Nevada: (702)365-9312 t Idaho: (208)342-7168 / Loc h s a Colorado: (720)644-9246 engineering Alberta: (587)774-9040 SIMPSON SIMPSON STRONG-TIE COMPANY INC. Str ong-Tie 5956 W.Las Posias Blvd.. Pleasanton.CA 94588. (600)999-5099 Www.stronotie.com Wood Compression Member Design Continued ICompressionT I 1 1 1 Total 1 Fc i I I Bearing Stability! ,!Lovell, Demand 1 �- i wan!Lumber) SG de 1 �eB 10 (in) Varp' Fc ' i Cf • Cp Cap. Cap. i _In_(laps) 1 § YDe i(min) ( ) I (%10 i (ksi) I ( ) I I (laP1)_ Odes) 6 1 1627 I EA Silo. A% (4)2x4'._ DFLNo2. 142001 872 3.5010.6251 1.35011600�1.16 8206I. 2625 i21.451 16.27 1 EA Side( 6x (2)2x61 DFLNo2 133001 872 ;5.5010.625;1.3501 1600 710104731 20.63 , 37.10 1 ,1627 EA Side x ABj(2)3x4 I. DFLNo2 -1:3500 872 1350 062511.35011600111510206 21.88 17.87 16.27 EA Side 6x MI(1)336 DFLNo2 1 27501 872 1550 I0 625111 3501 1600 111010 4731 17.19 t 30.92 ,5 25.74 )EA Sde`I 4x: (5)234 1 DFL No2 152.50 1 8.72 13.5010.62511.3501 1600 i 1.15102061 1 32.81. I26.81 1 25.74 I EA Side 1 6x (3)236 1 DFL No2 149.50 1 8.72 ;5.5010.62511.3501 1600,1.1010.4731 30.94 ItI 55.65 L 25.74 1 EA Side)4x Alf!(1)438, DFLNo2 150.75I 8.72 1350110.62511.350 160011.0510.2241 31.72 25.77;. 1 25.74 t EA Side i 6x Ally(2)3361 DFLNo2 155.00 1 8.72 15.5010.625 11.350 1 1600 11.1010.4731 34.38 1 61.83 I I I i I I 4 I i 37.20 1 EA Side:) 4x (8)2x4 I: DFL No2 '" 84.00 1 8 78 13 50 0.62511.3501 1600'11510 2031:52.50 ' 42.39 37.20 I EA Side 16x (4)2x6' DFL No2 66.00 1 8.78 15.50 1 0.625 1 1.3501 1600,1.1010 4691 4125 7348 i r- I `.37.20 1 EA Side 4x Alt,(2)4x6 1= DFLNo2 7700I878 -i3.5010.62511.3501160011.103.212148.131-38.75'- 1 37.20 1 EA Side l 6x AN(1)6x61 DFL Not 1 60.501 8.78 15.5010.62511.000 160011.0010.6181 37.81 59.85' I i 1 • l Run ID:5.3 8 i 2.49 1EASide i 401)2x4 r DFLNo2 110501 872 '3.5010.62511.3501 1600 11.15102061 6.56 1 5.361 1 2.49 1 EA Side 16x 1(1)2361 DFLNo2 11650 8.72 55010625 1.350, 1600 11.1010.473 10.31 ' 18.55 I= 1 2.49 EA Sdei4x A84(1)3x4,' DFLNo2 1:1760 8.72 1350 062511.35016001.15 i 0.2061:10.94 1 8.94, i 2.49 1 EA Side 16x Alt;(1)3x6E DFLNo2 1275011 8.72 155010625I1.350,160011.10 10.4731 17.19 I30.92 111 I r 7 § . 8.30 IEA Sider' 4x'1(2)234I DFLNo2 : I21001 872 9350 0.625(7.350i 160011.15102061 13.13 1.10.72 ,_�_. t 4__ L___1. �..__ 8.30 EA Side 16x I(1)2x61 DFL No2 1 16.50 1 8.72 l 5.50 i 0.625 i 1.350 1600 1.1010.4731 1031 1 18.55 • :i 8.30 IFA Side 34x A8:(1)3xd 1. .DFL No2 I1750I 8.72 .135010.625I 1.350116001 1.1510206! 10.94 8.94 8.30 I EA Side 16x Alt,(1)3x6I DFLNo2 1 2750. 8.72 155010.62511.350 1600 1.10'0.473i 17.19 1 30.92 I 1 1 I 6 i (16.31 EA Bde st 4x 1(4)2341 DFLNo2 :-142.001 8.72 13.50 0.62511.350 160011.1510.2061 26.25 21.45` 16.31 1 EA Side 1 6x 1(2)2x6 I DFL No2 1 33.00 1 8.72 15.5010.625 1.350 1600 1 1.101;0.4731 20.63 37.10 I $ ;f 18.31 1 EA Side'14x Alt,(2)3x41; DFLNo2 [:13500I .8.72 13.5010.625.11.350,1600 11.15 I-0206I21.88 `` 17.87 16.31 I EA Side 1116x Alt:(1)3x6, DEL No2 12750, 8.72 155010.625;1.350 1600 110'0.473 I 17.19 130.92 i 5 ' 25.81 1 EA Side€ 4x I(5)2x4 1 DFL No2 1 52.50 1 8.72 ;35010 625 t 1.350 1600 1.1510.206; 32.81 ' 26.81 25.81 I EA Side'y 6x ;(3)236 1 DFL No2 1 49.50' 8.72 15 50'0.62511.350 1600 E 1.10 04731 30.94 1 55.65 26.81 EA Side:143A81(1)4310i DFLNo2 184.75' 8.72 13.5010.62511.350 1600I1.00'00.234 . 4047 32.77 25.81 -EA Side,6x Alt:(2)3x6 1 DFL No2 1 55,00 1 8.72 55010.625I 1.350 1600;1.10 0.4731 34.38 61.83 I ' ll I i 4 4i. 37.31 i EA Side 4x 1(8)234.1. DFLNo2 18400 1 8.78 35010.625;1.350 160011.1510.2031 .52.50 42.39 37.31 1 EA Side 1 6x (4)236 1 DFL No2 1 6800 1 8.78 1550.0.62511.350 1600'1.1010.4691 41.25 1 73.48 1 37.31 1 EA Side 14x Alt`(2)4x6 DFLNo2 17700: 878 13.5010.62511.350 160011.1010.2121 48.13 38.75 37.31 1 EA Side 16x Aft,i(1)6361 DFL Not 160.501 8.78 15.5010.625 1.000 1600 1.00:0.6181 37.81 59.851 i Version:3.0.1 b Page 21 of 29 Lochsa Engineering www-lochsa.com 1-866-606-9784