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<br /> � �_ I ID:SdhRCeCmm5pIE31/YBZwodwylLJ9-enmBqMDS_vOqJzwh6CRV1e030N1oFaPmOWnSFzylLj
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<br /> t �V 0-0-0 3-0-0 SO-0 7-0-0 9-0-0 11-0-0 1&o-0 15-0-0 17-0-0 19-0-0 21-0-0 23-0-0 2Cr0-0
<br /> a' ��� 3-0-0 2-0-0 2-D-0 2-0-0 , �0-0 , �0-0 , 2-o-0 , 2-0-0 , �0-0 , 2-o-0 , 2-0-0 , 3-0-0
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<br /> `� � 4x4— Scale=1:74.k
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<br /> B 8
<br /> 8.00 12
<br /> 5 9
<br /> q 10
<br /> 3 6 ��
<br /> � 5 5 5
<br /> 2 4 4 12
<br /> 3 S 3
<br /> l S 2 S 2 13
<br /> 1 -S 1 1
<br /> � 1 Io
<br /> 27 26 25 24 23 22 21 20 19 18 17 16 15 14
<br /> s ; 3xe II 3x4= 3x8 II
<br /> o-o-o s-o-o 5ao �-o-o s-o-o ��-o-o ts-ao 15-0-0 »-o-o i�o-o 2�-ao 2s-o-o 2�a-a
<br /> � s-ao , 2-0-0 , 2-0-0 , 2-0-0 , �o-o ao-o 2-o-0 , 2-0-0 , 2-0-0 , z-o-o , 2-ao , s-ao
<br /> � Plate Oftsels X -- 14:0-2-1 0-1-8 27:0-4-4 0-1-8
<br /> LOADING(ps� gpACING- 2-0-0 CSI. DEFL. in (bc) UdeFl Ud �ATES GRIP
<br /> � TCLL(rooF) 35.0 _
<br /> Snow(PsJPg)34.7/50.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) n/a n/a 999 MT20 197/144
<br /> � TCDL 1 O.O Lurnber DOL 1_15 BC 0_O6 Vert(TL) n/a - n/a 999
<br /> � BCLL O.O • Rep Stress Incr YES WB 0.50 Horz(TL) 0.00 14 n/a n/a
<br /> BCDL 1 O.O C�e IRC2012lTPI2007 (Matrix) Weight= 114 Ib FT=(
<br /> LUMBER- BRACING
<br /> TOP CHORD 2x4 SPF No2 TOP CHORD Stnictural wood sheaihing direclly applied or 6-0-0 oc purlins,
<br /> BOT CHORD 2x4 SPF No.2 except end verticals.
<br /> WEBS 2x3 SPF Stud'Except' BOT CHORD Rigid ceiling diredly applied or 10-0-0 oc bracing.
<br /> W1:2x4 SPF No.2 WEBS 1 Row at midpi 7-21
<br /> OTHERS 2x3 SPF Stud MiTek recommends that Stabilizers and required cross
<br /> SLIDER Leit 2x6 SPF No2 2-6-0,Right 2x6 SPF No.2 2-6-0 brac,-ing be installed during truss erection,in accordance
<br /> with Stabilizer Installatbn uide.
<br /> REACTIONS_ All bearirgs 26-0-0.
<br /> (Ib)- Max Horz 27=-182(LC 10)
<br /> �7 Max Uplii All upliR 100 Ib or less at joint(s)27, 14,22,23,24,25,20,
<br /> �V i e, ��, 16 except 26=106(LC 14), �s=-�o���c i s�
<br /> O Max Grav All reactions 250 Ib or less at joint(s)27, 14,21,24,25, 17,
<br /> 16 except 22�23(LC 20),23=262(lC 20),2B=319(LC 28),20=323(LC
<br /> � 21),18=262(LC 21), 15=312(LC 29)
<br /> � � FORCES_ (Ib)-Max.ComplMax.Ten--All forces 250(Ib)or less except when shown_
<br /> �a WEBS 6-22=283/61,2-26=-275/115,8-20=-283/60, 12-15=-275/1 13
<br /> JOiNT STRESS INDEX
<br /> � 1 =0.00,2=0_51,3=0_51,4=0.51,5=0.51,6=0_51,7=0.39,8=0.51,9=0.51, 10=0_51, 11 =0.51, 12=0.51, 13=0.00, 14=0.25, 15=0.51, 16=0.51,
<br /> C� 17=0.51,18=0.51,19=0_26,20=0_51,21 =0_51,22=0.51,23=0.51,24=0.51,25=0.51,26=0.51and27=0_25
<br /> � � NOTES (1 s)
<br /> �� 1)Unbalanced roof live Ioads have been considered for this design.
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