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Job Truss Truss Type � Qty Ply Premier Housing <br /> T10817007 <br /> 037216 J01 Jack-Open 22 1 <br /> Job Reference o tional <br /> Hitak Truss LLC, Brooksville,FL. 7.640 s Apr 7 9 2016 M7ek Industries,Inc.W ed Apr 05 1329:46 2017 Page 1 <br /> ID:xs3wFp1 uqjtwyM8e7CQAhbzYMUi-tSrYvCBq60Yc26A5HoXLPdN7JBja97t1 JmkVLozTmVp <br /> i -1-4-0 i 7-0-0 _ <br /> 1-4-0 7-0-0 ' � <br /> Scale=1•19.6 <br /> 3 <br /> 5.00 12 <br /> o c5 <br /> 0 <br /> cb <br /> N <br /> 2 <br /> •-I <br /> d <br /> � °' d. a <br /> 6• 6. <br /> 3x4= <br /> 7-0-0 <br /> 7-0-0 <br /> Piate O(fsets(X Y)-- (2:0-0-10 Edqe1 <br /> LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP <br /> TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.06 4-7 >999 240 MT20 244/190 <br /> TCDL t0.0 LumberDOL 1.25 BC 0.36 Vert(TL) -0.16 4-7 >517 180 <br /> BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(fL) 0.01 2 Na Na <br /> BCDL 10.0 CodeFBC2014lfP12007 (Matrix-M) Weight:241b FT=20% <br /> LUMBER- BRACING- <br /> TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-e-5 oc purlins. <br /> BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directiy applied or 10-0-0 oc bracing. <br /> REACTIONS. (Ib/size) 3=156/Mechanical,2=418/0-7-10,4=61/Mechanical <br /> Max Horz 2=158(LC 10) <br /> Max Uplift3=-98(LC 10),2=-147(LC 10) <br /> Max Grav3=160(LC 15),2=418(LC 1),4=106(LC 3) <br /> FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. <br /> NOTES- <br /> 1)Wind:ASCE 7-10;Vuit=140mph(3-second gust)Vasd=lo8mph;TCDL=5.Opsf;BCDL=5.Opsf;h=17ft;8=45ft;L=38ft eave=5ft;Cat.II; <br /> Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown; <br /> Lumber DOL=1.60 plate grip 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-o tall by 2-0-0 wide will <br /> i fit 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 bearing plate capable of withstanding 98 Ib uplift at joint 3 and 147 Ib uplift at joint <br /> 2. <br /> 6)Warning:Additionai permanent and stability bracing for truss system(not part of this component design)is always required. <br /> �WARNING-Ver!/y deslgn parameters and READ NOTES ON TH(S AND INCLUDED MITEK REFERANCE PAGE MlF7473 rev.f0/03/2075 BEFORE USE. <br /> Design valid tor use only�vith MITek�connectors.fils desig�Ls based only upon parameters shoum,and Is tor�individual building component,not <br /> a tr�ns system.Before�rse,Ihe bullding designer musf vedry the applicab0lry of de�ign parameters and propedy incorporate this design Into the ovewll r <br /> building deslgn. &actng Indicated is to prevent buckling of Individual iniss web and/or chord members onty Addihonal lemporary and permanent braGng �iT��� <br /> is always requlred for stability and to prevent collapse wilh possibie personal In)ury and propeAy damage. For general guidance regarding the <br /> fabrlcatlon,storage,delfvery,erecflon and bracing of tnisses and iniss sysTems,seeANSI/TPI1 Huallty Criteria,DSB-89 and BCSI Building Componenl 6904 Parke East Bivd. <br />� Safety In(ormation available from Truss Plate InslituTe,218 N.Lee Sireet,Sutte 312,Alexandda,VA 22314. Tampa,FL 33610 <br />