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, 61601509 <br />ProBuild Arlington. <br />LOADING (psf) <br />TCLL 25.0 <br />TCDL 10.0 <br />BCLL 0.0 " <br />BCDL 8.0 <br />russ I�e - I Qty ly — I�- Statewide Restorat � <br />A03 A -- ------ I10 � 1 <br />Job Reference (�tiona�_ _ _ <br />WA 98223 Run: 7.610 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Indusiries. inc. Thu Apr 28 09:05:58 20� 6 Page 1 <br />I D:jJPxMyI D7avkTo2ckULAYuzVRqT-FJyOxn XOqGuL9Jkfkd RG7NxH PiCMOOM P3dxeN5zMCaN <br />1-0-00-0-0 5-0-126-1-14 10-0-8 13-17-215-0-4 20-1-021-1-0 <br />1-0-0 5-0-12 1-1-2 3-10-10 3-10-10 j-1-2 5-0-12 1-0-0 <br />5x6 = <br />5 <br />12.00 �12 2x4 = <br />2x4 II <br />4 <br />2x4 = <br />g 2x4 ! I <br />3 -' 7 <br />� 15 � <br />j� � 2x4 II ��T <br />� � � �� <br />�� �4x6 /i �,%' � I ��x6 �� <br />w <br />2 ��'�� � � � � � <br />� ��� W 3 ro � ��, $ 9 <br />� S������ <br />� �/W1 �:' � �'�' I� <br />W2�,',� � � ''�-'17�2 �ic.� <br />� Bl 62 _ <br />c� E=� <br />14 13 12 11 10 <br />3x6 II 6x8 — 5x6 = 5x6 = 3x6 II <br />SPACING- 2-0-0 <br />Plate Grip DOL 1.15 <br />Lumber DOL 1.15 <br />Rep Stress Incr YES <br />Code IRC2012/TP12007 <br />LUMBER- <br />TOP CHORD 2x6 DF No.2 <br />BOT CHORD 2x10 DF SS <br />WEBS 2x4 HF Stud/Std `Except" <br />W4.W3: 2x4 HF No2 <br />0-0-0 5-0-12 15-0-4 20-1-0 <br />5-0-12 9-11-8 5-D-12 <br />CSI. <br />TC 0.31 <br />BC 0.24 <br />W B 0.37 <br />(Matrix) <br />REACTIONS. Qb/size) 14=1031/0-5-8 (min. 0-2-0), 10=1031/0-5-8 (min. 0-2-0) <br />Max Horz 14=-271(LC 6) <br />Max Grav 14=1215(LC 17), 10=1215(LC 16) <br />DEFL. in (loc) lidefl Ud <br />Vert(LL) -0.0611-12 >999 240 <br />Vert(TL) -0.1011-12 >999 180 <br />Horc(TL) 0.00 10 n/a nfa <br />AttiC -0.0411-12 2677 360 <br />BRACING- <br />TOP CHORD <br />BOT CHORD <br />JOINTS <br />FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. <br />TOP CHORD 2-3=-1096l55, 3-4=-723/68, 4-5=-330/38, 5-6=-330/38, 6-7=-723/68. 7-8=-1095/55. <br />2-14=-1321 i3. 8-10=-1321 /3 <br />BOT CHORD 13-14=-262/254. 12-13=-262/254, 11-12=0i734 <br />WEBS 4-15=-552/104, 6-15=-552,�104. 3-12=-147/369, 7-11=-147/369.2-12=0/835. 8-11=0/835 <br />Scale = 1:82.1 <br />PLATES GRIP <br />MT20 185/148 <br />Weight: 189 Ib FT = 20 /o <br />Structural wood sheathing directly applied or 6-0-0 oc purlins, except <br />end verticals. <br />Rigid ceiling directly applied or 10-0-0 oc bracing. <br />1 Brace at Jt(s): 15 <br />i MiTek recommends that Stabiiizers and required cross bracing <br />be installed during truss erection, in accordance with Siabilizer I <br />I Installation guide. __ ___ J <br />NOTES- <br />1) Unbalanced roof live loads have been considered for this design. <br />2) Wind: ASCE 7-10; VuIt=110mph (3-second gust) V(IRC2012)=87mph; TCDL=6.Opsf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; <br />MWFRS (envelope) gable end zone: cantilever left and right exposed : end vertical left and right exposed: Lumber DOL=1.60 piate grip <br />DOL=1.60 <br />3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <br />4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit <br />between the bottom chord and any other members. <br />51 Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-15, 6-15 <br />6) Botiom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-12 <br />7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced <br />standard ANSI,rTPI 1. <br />8) "Semi-rigid pitchbreaks including heeis" Member end fixity model was used in ihe analysis and design of this truss. <br />9) Attic room checked for U360 deflection. <br />LOAD CASE(S) Standard <br />