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Job Truss Truss Type • Qt� Ply Premier Housing <br /> T10871010 <br /> 037216 J04 CornerJack 8 � <br /> Job Reference o tional i, <br /> Hdek Truss LLC, Brooksville,FL. 7.640 s Apr 19 2016 M7ek Industries,Inc.W ed Apr OS 13:29:47 2017 Page t I <br /> ID:xs3wFp1 uqjfwyM8e7CQAhbzYMUi-LfPx6YCStigTfGIHrW2ayrvNeX73ua7AXQU3tEzTmVo <br /> _�_q_0 2-11-11 <br /> 1_q_p 2-11-11 <br /> Scale=1�11.0 I <br /> 3 I <br /> 5.00 12 I <br /> N <br /> � <br /> � <br /> N <br /> 2 <br /> � <br /> 1 (�° 4 <br /> �� <br /> �° �> <br /> zxa= <br />' 2-s i-i i � <br /> z-i i-�i � <br /> LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP <br /> TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 <br /> TCDL 10.0 Lumber DOL 1.25 BC 0.09 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 Na Na <br /> BCDL 10.0 Code FBC2014lfP12007 (Matrix-M) Weight:121b FT=20% <br />� LUMBER- BRACING- <br /> TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins. <br />� BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directlyapplied or 10-0-0 oc bracing. <br /> REACTIONS. (Ib/size) 3=62/Mechanical,2=223/0-7-10,4=28/Mechanical <br /> Max Horz 2=87(LC 10) <br /> Max Uplift3—36(LC 10),2=108(LC 10) <br /> Max Grav3=64(LC 15),2=223(LC 1),4=44(LC 3) <br /> FORCES. pb)-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=108mph;TCDL=5.Opsf;BCDL=5.Opsf;h=17ft;B=45ft;L=38ft;eave=5ft;Cat.II; <br /> E�C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Euterior(2)zone;C-C for members and forces&MWFRS for reactions shown; <br /> Lumber DOL=1.6o 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 ali areas where a rectangle 3-6-0 tall by 2-0-0 wide will <br /> fit betwesn 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 108 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 THIS AND INCLUDED M/TEK REFERANCE PAGE MIF7473 rev,f0/03/2015 BEFORE USE. <br /> Design valid tor use only wlTh MiTek�connectors.This design is based only upon paramelers shown,and Is for�I�dividual bullding componenT,not �A <br /> a fruss sysiem.Before use,ihe buildinc�designer mirsT vetlry ihe applicability of design parameters and propedy incorporate ihis design into the overall _•-� <br /> building design. &acing indicated is to prevent buckling of Individual truss web andlor chord members only Addflional temporary and permanent bracing {�iTek• <br /> Is always reqWreU for stablllty and to preveN collapse with posslble personal in)ury and property damage. Por general guid�ce regarding ihe <br /> fabrlcotion,storage,delivery,erection and bracinc�of trusses and tniss sysiems,seeANSI/TP11 Quality Criferla,DSB-89 and BCSI Buildfng Componenf 6904 Parke East Blvd. <br /> Safety Infotmafion ovailable trom Truss Plate InsTitute.218 N.Lee Sireet,SuiTe 312.Alexandria.VA 22314. Tampa,FL 33610 <br />