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Job Truss Truss Type � Qty Ply Premier Housing T106'11006 037216 E01 C Hip Girder 1 1 �� Job Reference o tional Hifek Truss LLC, Brooksville,FL. 7.640 s Apr 19 2016 M7ek Industries,Inc. W ed Apr OS 13:29:45 2017 Page 1 ID:xs3wFp1 uqjtwyM8e7CQAhbzYMUi-PGHAhsBCL4QIQybuj506sQq3xk�rQg4t46?yoMzTmVq i -1-4-0 3-0-0 i 5-D-0 � 8-0-0 9-4-0 � 1-4-0 � 3-0-0 2-0-0 ' 3-0-0 �-4-0 Scale=1:20.6 NAILED 4x4= Special 4x4= 3 q 5.00 12 i I � 5 � 2 6 Io , 8 � zxa= y.sxa II i.exa il Special Special Dc4= 3-0-0 5-0-0 8-0-0 3-0-0 2-0-0 3-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.01 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.02 8 >999 180 BCLL 0.0 ` Rep Stress Incr NO WB 0.04 Horz(fL) 0.01 5 Na n/a BCDL 10.0 CodeFBC2014lfP12007 (Matrix-M) Weight:321b FT=20%a LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directiy applied or 10-0-0 oc bracing. W EBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=417/0-3-0,5=417/0-3-0 Max Horz 2=51(LC 23) Max Uplift2=-172(LC 8),5=173(LC S) Max Grav2=436(LC 29),5=436(LC 30) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-550/136,3-4=496/137,4-5=-562/136 BOT CHORD 2-8=-77/510,7-8=75/519,5-7=781512 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=lo8mph;TCDL=5.Opsf;BCDL=S.Opsf;h=17ft;B=45ft;L=38ft;eave=5ft;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drai�age 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 tor a live load of 20.Opsf on the bottom chord in ail 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 172 Ib uplift at joint 2 and 173 Ib uplift at joint 5. 7)"NAILED"indicates 3-iod(0.148"x3°)or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)173 Ib down and 128 Ib up at 5-0-0 on top chord,and 61 Ib down and 8 Ib up at 3-0-0,and 61 ib down and 8 Ib up at 4-11-4 on bottom chord. The desigNselection ot such connection device(s)is the responsibility of others. 9)Warning:Additional permanent and stabiliiy bracing for truss system(not part of this component design)is aiways required. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-4=60,4-6=-60,9-12=-20 Concentrated Loads(Ib) Vert:3=3(F)4=-3(F)8=-14(F)7=-14(F) �WARNING-Verily design parameters and READ NOTES ON THIS ANO lNCLUUED MlTEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. �� Design valftl for use only with MITek�conneciors.lhis deslgn Is based only upon parameTers shown,and Is for an Indivldual building component,not a iniss sysfem.Before irse,ihe bullding deslgner musi vedry ihe appllcaUiliry of design parameters and property incorporafe this design inTo ihe overall , building design. &acing Indicafed is To prevenf buckling of individual truss web and/or chord members only AddfYlonal temporary and permanent bracing {yiTek• is always required for slabiliry and to preveni collapse wi�h possible personal InJury and property damage. Por general guid�ce regarding ihe fabricotlon,siorage,delivery,erecifon and bwclnp of irusses and iniss systems,seeANSI/TPII 9uality Criteda,DSB-89 and BCSI Buflding Component 6904 Parke East 81vd. Safely Information availoble from Truss Plafe Institute,278 N.Lee SireeT.Suite 312.Alexandria.VA 22374. Tampa,FL 33610