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�06 russ <br />I61601509 �ACO2 <br />ProBuild Arlington. Adingron.WA 98223 <br />�ype �ffty Ply T Statewide Restorat <br />�M�ch------ 4 � � � <br />_ _______ __I____� JobReference(option� � <br />Run: 7.610 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Industries. Inc. Thunp r 28 09:06:07 2016 Page 1 <br />I D:jJPxMyI D7avkTo2ckU LAYuz V RqT-f ueXapav7BHwOnSEPI_zkOZrwwH2bqvrlb9lzQzM(;aK <br />1-0-0 0-0-0 <br />1-0-0 <br />5.00 i 12 <br />i - <br />� <br />� <br />2 � T1 <br />�� , <br />vl /- � ,I , ------- <br />dl � , � <br />; � <br />, , ' ;; ��i <br />_ ,K . <br />� ��' � � <br />�� <br />2x4 = <br />LOADING (psf) �, SPACING- 2-0-0 <br />TCLL 25.0 i Plate Grip DOL 1.15 <br />TCDL 10.0 � Lumber DOL 1.15 <br />BCLL 0.0 " �� Rep Siress incr YES <br />BCDL 8.0 I Code IRC2012/TP12007 <br />LUMBER- <br />TOP CHORD 2x4 HF No.2 <br />BOT CHORD 2x4 HF No.2 <br />WEBS 2x4 HF Stud/Std <br />0-0-0 <br />CSI. <br />TC 0.10 <br />BC 0.05 <br />WB 0.00 <br />(Matrix) <br />REACTIONS. Qb/size) 4=84,�Mechanical, 2=213/0-5-8 (min. 0-1-8) <br />Max Horz 2=40(LC 5) <br />Max Uplift4=-7(LC 8), 2=-24(LC 4) <br />2-10-0 <br />2x4 I I <br />2-10-0 <br />2-10-0 <br />----- ------------- -- <br />i------------------- — � -- <br />� DEFL in Qoc) I,�defl L'd ' PLATES GRIP <br />' Vert(LL) -0.00 2-4 >999 240 i MT20 185l148 <br />�I Vert(TL) -0.01 2-4 >999 180 � <br />Horz(TL) -0.00 4 n/a n/a ; <br />FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. <br />BRACING- <br />TOPCHORD <br />BOT CHORD <br />Scale = 1:10.2 <br />Weight: 9 Ib FT = 20 % <br />Structural wood sheathing directly applied or 2-10-0 oc purlins, except <br />end verticals. <br />Rigid ceiling directly applied or 10-0-0 oc bracing. <br />� MiTek recommends that Stabilizers and requireti cross bracing <br />be installed during truss erection, in accordance with Stabilizer <br />I`Installatio�uide. <br />NOTES- <br />1) Wind: ASCE 7-10; VuIt=110mph (3-second gust) V(IRC2012)=87mph; TCDL=6.Opsf; BCDL=4.8psf; h=25ft: CaL II: Exp B; enclosed; <br />MWFRS (envelope) gable end zone; cantilever lett and right exposed : end vertical left and right exposed; Lumber DOL=1.60 plate grip <br />DOL=1.60 <br />2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <br />3) ' 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 />4) Refer to girder(s) for truss to truss connections. <br />5) Provide mechanical connection (by others) of iruss to bearing plate capable of withstanding 7 Ib uplift at joint 4 and 24 Ib uplift at joint 2. <br />6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced <br />standard ANSIiTPI 1. <br />7) "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 />