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�---- russ —I - ype ii5[y y T StaTewide Resto�at —� <br />B1601509 IAD01 IR�ecial ,16 ��Jo�ference (optional) <br />ProBuild Arlinglon. Ariington,WA 96223 Run: 7.670 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Industries, ina Thu Apr 28 09:06:02 20t6 Page 1 <br />I D:jJ PxMyl D7avkTo2ckULAYuzVRqT-84Cvn8aXu U Pndx t �zS VCH D5veKXHKEO_FvrWtzMCaJ <br />-1-0-0 0-0-0 5-2-8 10-1-9 13-10-2 15-1-8 <br />1-0-0 , 5-2-8 4-11-0 3-8-9 ____� 1-3-6 <br />6x6 r-- Scale = 129.4 <br />4.00' 12 <br />3x4 =� <br />4 %� <br />`n 4x4 ; � Tt ,4-"J�� � ; = <br />�i ; - � ; - �� <br /><*I 3 -' : -= , , <br />i- �_ <br />I . --'"�- - � 11 �-.. <br />� � � � � ��� <br />: '"� �IWI ; ; -' Wl <br />I , � <br />� �- �i�"� — <br />i Q i I ,, <br />� � - —��� " --------------+„1----- <br />� q ` "_ �� u <br />, � _ __ ___ _. _ ___ <br />� <br />3x8 i � <br />2x4 I I <br />0-D-0 5-2-8 <br />5-2-8 <br />Plate Offsets (X,Y)- [2:0-5-0,0-3-7j, [6:0-3-8.0-0-0� <br />LOADING (psfi �, SPACING- 2-0-0 <br />TCLL 25.0 ii Plate Grip DOL 1.15 <br />TCDL 10.0 i Lumber DOL 1.15 <br />BCLL 0.0 " �i Rep Stress Incr YES <br />BCDL S.0 ' Code IRC2012/TP12007 <br />LUMBER- <br />TOP CHORD 2x6 DF No.2 <br />BOT CHORD 2x4 HF No.2 <br />WEBS 2x4 HF SYud/Std <br />SLIDER Left 2x6 DF No.2 2-8-13 <br />CSI. <br />TC 0.55 <br />BC 0.37 <br />W B 0.24 <br />(Matrix) <br />REACTIONS. Qb�size) 2=718/0-5-5 (min. 0-1-8), 7=648/0-3-0 (min. 0-1-8) <br />Max Horz 2=88(LC 7) <br />Max Uplift2=-55(LC 4) <br />FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. <br />TOP CHORD 2-3=-110U42, 3-4=-1030,i56, 4-5=-667/42, 5-6= 808/45. 6-7=-412/18 <br />BOT CHORD 2-9=-36/942, 8-9= 36/942, 6-8=0�593 <br />W EBS 4-8=-421 /69, 5-8=0/292 <br />� ;o <br />Io I^ <br />� 4 �o <br />3x4 =� � , 1�+ I" <br />LV Jo 1 <br />10-1-9 13-10-2 <br />4-11-0 3-8-9 <br />DEFL. in (loc) lidefl L/d I PLATES GRIP <br />Vert(LL) -0.06 6-8 >999 240 MT20 185,'148 <br />Vert(TL) -0.13 6-8 �999 180 I <br />Horz(TL) 0.11 7 n/a n/a �, <br />�, Weight: 75 Ib FT = 20 % <br />BRACING- <br />TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. <br />BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. <br />i� MiTek recommends that Stabilizers and required cross bracing <br />be installed during truss erection, in accordance with Stabilizer <br />� Installation guide. <br />NOTES- <br />i) 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.Spsf; 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 plate 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 />5) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity oi <br />bearing surface. <br />6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 55 Ib uplift at joint 2. <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,'TPI 1. <br />8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. <br />LOAD CASE(S) Standard <br />