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Job Truss Tfuss Type • Qty Ply Premier Housing <br /> T10811009 <br /> 037216 J03 Jack-Open 2 1 <br /> Job Reference o tional <br /> Hitek Truss LLC, Brooksville,FL. 7.640 s Apr 19 2016 MiTek Industries,Inc.W ed Apr 051329:46 2017 Page 1 <br /> I D:xs3wFp1 uqjfwyM8e7CQAhbzYMUi-tSrYvCBq60Yc26A5HoXLPdN DQ8oN97t1 JmkVLozTmVp <br /> -1-4-0 i 3-0-0 <br /> i � <br /> 1-4-0 3-0-0 <br /> Scale=1•11 1 <br /> I3 <br />' S.�� ,2 <br /> r <br /> 0 <br /> N <br /> 2 <br /> _ � <br /> 1 4 <br /> 2x4= <br /> 3-0-0 <br /> 3-0-0 <br /> LOADIfYG(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP <br /> TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 7 >999 240 MT20 244/190 <br /> TCDL 10.0 Lumber DOL 1.25 BC 0.0"o Vert(TL) -0.01 4-7 >999 180 <br /> BCLL 0.0 ` Rep Stress Incr YES W B 0.00 Horz(TL) 0.00 2 n/a Na <br /> BCDL 10.0 CodeFBC2014/TPI2007 (Matrix-M) Weight:121b FT=20% <br /> LUMBER- BRACING- <br /> TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. <br /> BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or t0-0-0 oc bracing. <br /> REACTIONS. (Ib/size) 3=63/Mechanical,2=224/0-3-0,4=28/Mechanical <br /> Max Horz2=87(LC 10) <br /> Max Uplift3=36(LC 10),2=109(LC 10) <br /> Max Grav3=65(LC 15),2=224(LC 7),4=45(LC 3) <br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. <br /> MOTES- <br /> 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=108mph;TCDL=5.Opsf;BCDL=5.Opsf;h=17ft;B=45ft;L=38ft;eave=5ft;Cat.II; <br /> Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C E�erior(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 3-6-0 tall by 2-0-0 wide will <br /> tit 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 36 Ib uplift at joint 3 and 109 Ib uplift at joint <br /> 2. <br /> 6)Waming:Additional permanent and stability bracing for truss system(not part of this component design)is always required. <br /> �WARNING-Verily design parameters and READ NOTES ON THlS ANO INCLUDEO MlTEK REFERANCE PAGE MI(-7473 rev.10IA?/2015 BEFORE USE. <br /> Design valld for use only wifh Mi7ek�connectors.Thfs design is based only upon parameters shown.and Is tor an Individual twilding componenT,noT <br /> a trtrss sysfem.Before use,ihe builtling designer musf vetlry ihe appllcabiliry of design parameters and properly incorporate ihis design inio�he overall r <br /> building deslgn. &acing IndicaTed is to prevent buckling of(ntlividual truss web and/or chord members only Addiflonal Temporary and permanenf bracing ��Tek� <br /> Is always reqWred for sTabllity and to prevent collapse wiih possibie personal InJury and propedy damage. For general guidance regarding�he <br /> fabrlcailon,siorage,delivery,erecfion and bracing of Trusses ond truss sysiems,seeANSI/TPI t Quality Crileria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. <br /> Safety Informatlon avoilable Uom Truss Plate InsTitute,218 N.Lee Street,Sufte 312.Alexandria,VA 22374. Tampa,FL 33610 <br />