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� Job Truss Truss Type - Qty' Ply Premier Housing <br /> T10811073 <br /> 037216 R01 CornerJack �2 � <br /> Job Reference o tional <br /> HOek Truss LLC, Brooksville,FL. 7.640 s Apr 19 2016 M7ek Industries,Inc. W ed Apr 05 13:29:48 2017 Page 1 <br /> ID:xs3wFp1 uqjtwyM8e7C�AhbzYMUi-przJKuD4e?oKHQKTPDZpU2SV4xTid1 NKm4DcPhzTmVn <br /> _�-q-0 0-11-11 <br /> �_q-p 0-11-11 <br /> Scale=1:6.5 <br /> 3 <br /> i � <br /> 2 � n <br /> 5.00 12 p <br /> � o <br /> � <br /> m <br /> 0 <br /> 0 <br /> 0 <br /> � 1 <br /> o Q°o <br /> Qo <br /> Qo <br /> 0-1$ Qo <br /> � 0-17-11 i <br /> ' 0-11-11 <br /> LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (loc} i/defl Ud PLATES GRIP <br /> TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.00 2 >999 240 <br /> TCDL 10.0 LumberDOL 1.25 BC 0.00 Vert(TL) 0.00 2 >999 780 <br /> BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(fL) -0.00 3 n/a Na <br /> BCDL 10.0 CodeFBC2014lfP12007 (Matrix-M) Weight:4lb FT=20% <br /> LUMBER- BRACING- <br /> TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins. <br /> BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. <br /> REACTIONS. (Ib/size) 3=-89/Mechanical,3=-89/Mechanical,2=219/0-7-10 <br /> Max Horz2=52(LC 10) <br /> Max Uplift3=89(LC 1),3=89(LC 1),2=-210(LC 10) <br /> Max Grav3=106(LC 10),2=219(LC 1) <br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. <br /> NOTES- <br /> 1)Wind:ASCE 7-10;Vult=l4omph(3-second gust)Vasd=losmph;TCDL=5.Opsf;BCDL=5.Opsf;h=17ft;B=45fh,L=38ft;eave=5ft;Cat.II; <br /> Exp C;Encl.,GCpi=0.1 B;MW FRS(directional)and C-C Euterior(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 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 /> fit between the bottom chord and any other members. <br /> 3)Refer to girder(s)for truss to truss connections. <br /> 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 89 Ib uplift at joint 3 and 210 Ib uplift at joint <br /> 2. <br /> 5)Beveled plate or shim required to provide full bearing surtace with truss chord at joint(s)2. <br /> �WARNING-Ver!!y deslgn paramefers and READ NOTES ON THIS AND 1NCLUDED M7TEK REFERANCE PAGE MII-7473 rev.f0/03/2075 BEFORE USE. <br /> Design valltl for use only wl�h MlTelc�connectors.This design is based only upon parameters shown,and is for an Individual builtling component,not <br /> a iruss sysTem.Before use,�he building desic�ner must vedfy ihe applicabillry of design parameiers and propedy incorporate this design into the overall r <br /> bullding design. [;raclnp Indicated is to prevent buckling of Indivtdual Truss web and/or chord members only Additional temporary and permanenf bracing -.�f Tek• <br /> Is always required(or s�qblllTy and to prevent collapse wi�h possfble personai InJury and propedy damage. For general guidance regartling ihe <br /> fabrlcatlon,siorage,dellvery,erection and bracing of frusses and iniu systems,seeANSI(TPIi 6lualiy Criteria,DSB-89 and BCSI Building Componenl 6904 Parke East Blvd. <br /> Sa(efy Informatlon avoflable Gom Truss Plate Institule,218 N.Lee Sireet,Suile 312,Alexandrlo,VA 22314. Tampa,FL 3367 0 <br />