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<br /> Pro6uild, Adington,WA 7.640 s Sep 29 2o15 MiTek Industries,Inc. Tue Dec 29 07:48:22 2015 Page 1
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<br /> 1-4-0 6-5-4 4-3-4 1-3-8 5-6-12 6-5-4 1-4-0
<br /> Scale=�:45.3
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<br /> Plate.Offsets(X,Y)-- [5:0-3-O,Edge]
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<br /> LOADING(psf) r SPACING 2-0-u I CSI. DEFL. in (loc) I/defl L/d I PLATES GRIP
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<br /> TCLL 25.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.23 10-12 >999 240 MT20 185l148
<br /> TCDL 10.0 I Lumber DOL 1,15 , BC OJ9 Vert(TL) -0.50 90-12 >562 180
<br /> BCLL O.D " � Rep Stress Incr NO WB 0.50 Horz(TL) 0.04 8 n/a n/a
<br /> BCDL 8.0 Code IRC2012/TPI2007 , (Matnx) Weight:111 Ib FT=20%
<br /> LUMBER- BRACING-
<br /> TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-15 oc purlins.
<br /> BOT CHORD 2x6 DF No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
<br /> WEBS 2x4 HF Stud/Std MiTek recommends that Stabilizers and required cross bracing
<br /> be installed during truss erection,in accordance with Stabilizer
<br /> _Installation quide. __________�
<br /> - -_________
<br /> REACTIONS. (Ib/size) 2=1289/0-5-8,8=1289/0-5-8
<br /> Max Horz 2=-80(LC 9)
<br /> Max Uplift2=-58(LC 8),8=-58(LC 9)
<br /> FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown.
<br /> TOP CHORD 2-3=-2249/48.3-4=-2212/135,6-7=-2212/135,7-8=-2249/49,4-6=-1280/95
<br /> 80T CHORO 2-12=-48/1910,11-12=0/1318,11-13=0/1318, 10-13=0/1318,8-10=0/'1910
<br /> WEBS 3-12=-418l145,4-12=-78/983,6-10=-78l983,7-10=-418/145
<br /> NOTES-
<br /> 1)Unbalanced roof live loads have been considered for this design.
<br /> 2)Wnd:ASCE 7-10;VuIt=110mph(3-second gust)VQRC2012)=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)Provide adequate drainage to prevent water ponding.
<br /> 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
<br /> 5)`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
<br /> fit between the bottom chord and any other members,with BCDL=S.Opsf.
<br /> 6)Provide mechanical connedion(by others)of lruss to bearing plate capabfe of witfistanding 100 Ib uplift at joint(s)2,8.
<br /> 7)"Semi-rigid pitchbreaks inciuding heels"Member end fixity model was used in the analysis and design of this truss. -�
<br /> 8)Graphical pudin representation does not depid the size or the orientation of tha puriin along the top andlor bottom chord. }''x'1L7I, j��
<br /> 9)In the LOAD CASE(S)sedion,loads applied to the face of the truss are noted as front(F)or back(B). �` �'�
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<br /> LOAD CASE(5) Standard '�✓ ,�`-"�
<br /> 1)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.75 d !,a �G
<br /> Uniform Loads(plfj ++�;'"�f �''
<br /> Vert:2-12=-16,10-12=-46(F=-30),8-10=-16,1-4=-70,4-5=-70,5-6=-70,6-9=-70
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<br /> December 29,2015
<br /> �� ,Q WARNING-VeAy tlesfqn parameiers ettd REAO NOTES ON THIS AND INCWOED MITEK REFERANCE PAGE MfIJ07J rev.f0/OJ/1016 BEFORE USE. �I ���� � li
<br /> �I Uesign valid for use only wlth MTeh9 connectors.Thls design is based only upon paramctzrs sho�vn,and is for an individual building companenl.not '�� r..'�:�C.`. I
<br /> . o truss sysfem.Before use,the building designer musf venly�he�pplicability ol design par,�meters an;pioperfy incurporofe thls de:;i�7n inlo fhe overali I �r(��� I
<br /> bullding detign, Braciny indicated is to prevent buckling of individuol fr�ss web andior cnord n,embe�s on�-. .Addifi��nal 1Amoarnry and perm�neN brno.ny ' '�.
<br /> '�. is always required tor stability ond fo prevenf collapse with possiblF personol ir�jury and proper!y damoge. For gencral guidanr_e regardinc�ihc '', '
<br /> �� fabricution,storage,delivery,erection and 6raciny of irusses and fruss systems,see qN51/TPII QualFty Crtleria,DSB-89 and BC51 Bullding Component ��� �5�'rtluy i:irzie '�
<br /> Salely Inbrmafion ovoilable�rom iruss Plote Instifute,218 N.Lee Street,Suite 312.Alexandrio vA 2:?314. '�, Corona,CA 52880 j
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