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Job Truss Truss Type � Qty P�y Premier Housing T70811000 037216 A02 Hip 2 � Job Reference o tional Hitek Truss LLC, Brooksville,FL. 7.640 s Apr 19 2016 MiTek Industries,Inc. Wed Apr OS 13:29:41 2017 Page 1 I D:xs3wFp1 uqjfwyM8e7CQAhbzYMUi-W V2fsV7hlswJxL17U FxAiafCe7vq UnFl9 U 11tazTmVu ' -1-4-0 9-0-0 16-4-0 23-8-0 32-5-0 34-0-0 i-a-o s-o-o �-a-o �-a-o s-o-o y-a-o Scale=1:59.0 4X�� 1.Sx4 II 4x70= 5.00 12 3 17 4 18 5 ', � I �1 2 6 � �� Io I o , 10 9 $ I 1.Sx4 II Sx12= 7.5x4 II 3x6� '�, 3x6 i � 9-0-0 16-4-0 23-8-0 32$-0 ', 9-0-0 7-4-0 7-4-0 9-�-0 ' Plate Offsets(X l�— f2'0-3-0 0-1-8� f3-0-6-0 0-1-12� f5�0-6-0 0-1-12� f6�0-3-0 0-1-5� f9'0-4-8 0-3-01 LOADING(ps() SPACING- 2-0-0 CSI. DEFL. in (loc) i/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.20 9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.53 9-10 >736 180 BCLL 0.0 ` Rep Stress Incr YES W B 0.35 Horz(fL) 0.14 6 Na n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:143 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheaihing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-2-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1386/0-7-10,6=1387/0-7-10 Max Horz2=720(LC 9) Max Uplift2=434(LC 10),6=-434(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-AII forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2488/1167,3-17=-2756/1404,4-17=2756/1404,4-18=-2719/1378,5-18=-2719/1378, 5-6=-248311169 BOT CHORD 2-10=-881/2206,9-10=884/2199,8-9—885/2195,6-8=883/2201 W EBS 3-10=0/328,3-9=-262f768,4-9=447/306,5-9=-235f734,5-8=0/308 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l4omph(3-second gust)Vasd=108mph;TCDL=5.Opsf;BCDL=S.Opsf;h=17ft;B=45ft;L=38it;eave=5ft;Cat.II; Exp C,Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live Ioad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 434 Ib uplift at joint 2 and 434 Ib uplift at joint 6. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. �WARNING-Verl/y deslgn parameters and READ NOTES ON THlS AND INCLUDED MfTEK REFERANCE PAGE MII-7473 rev.f0/03/2015 BEFORE USE Design valid for use only with MfTek�connectors.This design ls based only upon parameters shown,and is tor an IndiNdual bu0ding component,not a huss sysiem.Before irse,Ihe building designer mus�veriry fhe applicabiliry of destgn parameters and propedy incorporate ihis design into ihe overall r bulldfng design. [iracing Indlcated is To prevent buckling of individual fruss web and/or chord members only Additional femporary and permanent bracing {�rT�k� Is always required for stabllify and to prevent collapse wilh possible personal In�ury and propedy damage. For general guldance regarding ihe fabrlcotlon,storape,dellvery,erection and brocinfl of tiusses and iniss syslems,seeANSI/TPI l 4uality Crileria,DSB-89 and BCSI Buflding Component 6904 Parke East Blvd. Safety Information avoilable from Truss Plate Insti�ute,218 N.Lee Sireet.Sutle 312.AJezandda.VA 22374. Tampa,FL 33610