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81601509 I,IA04B A� <br />ProBuild Arlington, Arlington.WA 96223 <br />Statewide Restorat <br />lun: 7.67 0 s Jan 29 2015 F'nnt: 7.610 s Jan 29 2015 Mi i ek Intlustries <br />I D:jJ PxMy l D 7avkTo2ck U LAYu zV RqT-j V W m 97Yf bZO CmTJs I <br />1-0-00-0-0 5-0-126-1-14 10-0-8 13-11-215-0-416-8-0 <br />j-0-4 5-0-12 1-1-2 3-10-10 , 3-10-10 1-1-21-7-12 <br />5x6 = <br />12.00 i 12 zx4 � U�/� � 2x4 = 2x4 I I <br />2x4 I I \., <br />q j �� � 6 Sx6 =' <br />�e__ W4 <br />3 ��� � 14 V��, �8 <br />? �� 2x4 II i A <br />� <br />� j' � <br />4x6 i �g_g_p _ � <br />I I <br />2 �' <br />� Vi13 VUQ i�/ <br />I � � , <br />1 i <br />a' W 1 �� � _� �I <br />'4 <br />� W2 ��-.; I .�r r <br />Bt � - B2 <br />13 12 11 '1 � <br />3x6 II 6x8 10x10 = <br />Sx6 = 5x6 i i <br />0-0-0 5-0-12 15-0-4 16-8-0 <br />5-0-72 9-11-5 1-7-12 <br />Piace ortsets (x,v�- �s:o-2-s.o-1-0�, js:Edqe,o-s-s�. [io:o-s-s.oa-i2� <br />LOADING (psf) SPACING- 2-0-0 <br />TCLL 25.0 Plate Grip DOL 1.15 <br />TCDL 10.0 i Lumber DOL 1.15 <br />BCLL 0.0 " Rep Stress Incr YES <br />BCDL 8.0 Code IRC2012/TP12007 <br />LUMBER- <br />TOP CHORD 2x6 DF No.2 <br />BOT GHORD 2x10 DF SS <br />WEBS 2x4 HF Stud/Std "Except' <br />W4,W3: 2x4 HF No2 <br />Scale = 1:86.4 <br />CSI. � DEFL. in (loc) lidefl L/d � PLATES GRIP <br />TC 0.66 Vert(LL) -0.10 10-11 >999 240 MT20 185;148 <br />BC 0.33 Vert(TL) -0.1910-11 >999 180 <br />WB 0.90 Horz(TL) 0.00 9 n;a nia l <br />(Matrix) Attic -0.06 10-11 2160 360 � Weight: 168 Ib FT = 20% <br />BRACING- <br />TOP CHORD Structural wood sheathing directiy applied or 6-0-0 oc purlins, except <br />end verticals. <br />BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. <br />W EBS 1 Row at midpt 8-9 <br />JOINTS 1 Brace at Jt(s): 14 <br />IMiTek recommends that Stabilizers and required cross bracing <br />� be installed during truss erection, in accordance with Stabilizer <br />Installation guide. _I <br />REACTIONS. (Ibisize) 13=866/0-5-8 (min. 0-1-11), 9=824/0 5-8 (min. D-1-14) <br />Max Horz 13=296(LC 5) <br />Max Grav 13=1022(LC 17), 9=1152(LC 16) <br />FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. <br />TOP CHORD 2-3=-754/34, 3-4=-534,�51, 4-5=-317/45, 5-6=-365/38, 6-7=-547i69, 7-8=-529/92, <br />2-13=-933/0, 8-9=-2315/82 <br />BOT CHORD 12-13=-284/241, 11-12=-284i241. 10-11=-54l450 <br />WEBS 4-14=-277/105. 6-14=-277/105, 3-11=-270/190. 7-10=-346/130, 2-11=-46i538. <br />8-10=-85i2024 <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 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-D tall by 2-0-0 wide will fit <br />between the bottom chord and any other members. <br />5) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-14; 6-14 <br />6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psfl applied oniy to room. 10-11 <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 ANSIiTPi 1. <br />8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. <br />9) Attic room checked for L/360 deflection. <br />LOAD CASE(S) Standard <br />