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Job r� ype ty �� Statewide Restorat <br />I'816D1509 ,AE01 M ,ch � 1i <br />Job Reference o tional) _ _ __ _ <br />- -- - ---- -- - <br />ProBuild Arlington. Arlington.WA 96223 Run: 7.610 s J2n 29 2015 Print: 7.610 s Jan 29 2015 MiTek Indusiries. Inc. Thu Apr 28 09:06:03 20�6 Page 1 <br />I D:jJPxMyI D7avkTo2ckULAYuzV RqT-cH IH?Ub9foXe F5cdXA0 Rq Re84jv33�78CveP2JzMCaI <br />�— <br />LOADING (psf) SPACING- 2-0-0 <br />TCLL 25.0 Plate Grip DOL 1.15 <br />TCDL 10.0 �� Lumber DOL 1.15 <br />BCLL 0.0 " Rep Stress Incr YES <br />BCDL 8.0 Code IRC2012/TPI2007 <br />LUMBER- <br />TOP CHORD 2x6 DF No.2 <br />BOT CHORD 2x4 HF No2 <br />WEBS 2x4 HF Stud/Std "Except* <br />W3: 2x4 HF No.2 <br />-1-0-0 0-0-0 4-11-8 <br />� 1=0-0,_ 4-11-8 <br />2x4 I I 3 <br />I 4x6 ii <br />� <br />� <br />W1 � ���iV2._, j � <br />\ <br />\�� � <br />B� <br />52x4 li 3x4=4 <br />0-0-0 4-11-8 <br />� _--4-11-8 <br />Scale = 1:44.7 <br />CSI. I DEFL. in (loc) Vdefl L'd PLATES GRIP <br />TC 0.31 Vert(LL) -0.03 4-5 >999 240 MT20 185�148 <br />BC 0.21 � Vert(TL) -0.07 4-5 >831 180 <br />WB 0.08 Horz(TL) -0.00 4 n/a nia <br />(Matrix) � Weight: 43 Ib FT = 20 % <br />BRACING- <br />TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins, except <br />end verticals. <br />BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. <br />MiTek recommends that Stabilizers and required cross bracing i <br />be installed during truss erection, in accordance with Stabilizer <br />Insiallation guide. _ _ _ <br />REACTIONS. (Ib,�size) 4=190/Mechanical, 5=291l0-5-8 (min. 0-t-8) <br />Max Horz 5=221(LC 7) <br />Max Uplift4=-169(LC 5), 5=-53(LC 4) <br />Max Grav4=271(LC 15), 5=358(LC 16) <br />FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. <br />TOP CHORD 2-5=-321/75 <br />NOTES- <br />1) 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 />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 ali 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 truss to 6earing plate capable of withstanding 169 Ib uplift at joint 4 and 53 Ib upiift at joint <br />5. <br />6) This truss is designed in accordance with the 2012 International Fiesidential Code sections R502.11.1 and R802.10.2 and referenced <br />standard ANSI,rfPl 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 />