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Job Tfuss Truss Type � Qty Ply Premier Housing <br /> T10811006 <br /> 037216 J02 CornerJack 8 1 <br /> Job Reference o tional <br /> Hitek Truss LLC, Brooksville,FL. 7.640 s Apr 19 2016 M7ek Industries,Inc.W ed Apr OS 1329:46 2017 Page 1 <br /> I D:xs3wFp 1 uqjiwyM8e7CQAhbzYMU i-tSrYvCBq60Yc26A5H oXLPdN988kk97t1 JmkVLozTmVp <br /> -i-a-o a-i t-y i <br /> 1-4-0 4-'I 1-11 <br /> Scale=1•15.2 <br /> 3 <br /> S.OD 12 <br /> N <br /> C <br /> � N <br /> O <br /> N <br /> 2 <br /> � <br /> 7 �' 4 <br /> 0 <br />' p, 0. <br />, 2x4= <br /> 4-11-11 <br /> 4-7 1-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 0.42 Vert(LLJ 0.02 4-7 >999 240 MT20 244/190 <br /> TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(TL) -0.04 4-7 >999 180 <br /> BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Hoa(fL) 0.00 2 Na Na <br /> BCDL 10.0 CodeFBC2014lfP12007 (Matrix-M) Weight:181b FT=20% <br /> LUMBER- BRACING- <br /> TOP CHORD 2x4 SP No.3 TOP CHORD Structurai wood sheathing directiy applied or 4-11-11 oc purlins. <br /> BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling direcily applied or 10-0-0 oc bracing. <br /> REACTIONS. (ib/size) 3=109/Mechanicai,2=319/0-7-10,4=45/Mechanical <br /> Max Horz2=122(LC 10) <br /> Max Uplift3=-68(LC 10),2=-126(LC 10) <br /> Max Grav3=112(LC 15),2=319(LC 1),4=75(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=108mph;TCDL=5.Opsf;BCDL=5.Opsf;h=17ft;B=45ft;L=38ft;eave=5ft;Cat.II; <br /> ) <br /> Ex C•Encl. GC i=0.18;MW FRS directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown; <br /> P P � <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 nonconcurzent 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 /> 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 68 Ib uplift at joint 3 and 126 Ib uplift at joint <br /> 2. <br /> 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. <br /> �WARNING-Verlly deslgn parameters and pEAO NOTES ON THlS AND lNCCUOED M/TEK REFERANCE PAGE MII-7473 rev.f0/03/2015 BEFORE USE <br /> Design valid for use only with MlTelc�connectors.Thls deslgn is based only upon parameTers shown.and is for an Intlividual builtling componeni,noi <br /> a�niss sysTem.Before trse,1he bullding designer must vedry ihe appllcabllity of design parameters antl propedy incorporate ihis design info the overail � <br /> bullding design. &acinp Indicated is to prevent buckling of individual fruss web and/or chord memt�ers only Additional Temporary and permanenf bracing i'�iTek• <br /> Is always requlred for stablllty and to prevent collapse wiih possible personal InJury and property damage. For general guid�ce regarding ihe <br /> fabricatlon,storoge,delivery,erection and bracing oi irusses and iniss sysfems,seeANSViPl1 Hualfty Crilerfa,DSB-89 and BCSI Buflding Component 6904 Parke East Blvd. <br /> Safefy Intormation available from Truss Plate Inslitute,278 N.Lee STreet.Sulte 312,Alexandda,VA 22314. Tampa,FL 33610 <br />