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Job Truss Truss Type ' Qly Ply Premier Housing <br /> T108�1012 <br /> 037216 J06K Diagonal Hip Girder 2 7 <br /> Job Reference o tional <br /> Hdek Truss LLC, Brooksville,FL. 7.640 s Apr 19 2016 M7ek Industries,Inc.Wed Apr 05 1329:48 2017 Page 1 <br /> I D:xs3wFp1 uqjiwyM8e7CQAhbzYM U i-przJKuD4e?oKHQKTP DZpU2SW 7xRBd1 NKm4DcPhzTmVn <br /> -1-10-10 4-2-3 <br /> 1-10-10 4-2-3 <br /> Scale=1�11.8 <br /> 3 <br /> i / <br /> 3.54 12 <br /> � <br /> 2 <br /> � <br /> � S 4 I <br /> 2x4= <br /> NAILED <br /> NAILED <br /> 2x4= <br /> 4-2-3 � <br /> 4-23 <br /> Plate Offsets(X,l�— f2:Edqe 0-0-61 <br /> LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deil L/d PLATES GRIP <br /> TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.03 4-7 >999 240 MT20 244/190 <br /> TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.03 4-7 >999 780 <br /> BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 2 n/a Na <br /> BCDL 10.0 Code FBC2ot4/TPI2007 (Matrix-M) Weight:161b FT=20% <br /> LUMBER- BRACING- <br /> TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 42-3 oc purlins. <br /> BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. <br /> REACTIONS. (Ib/size) 3=78/Mechanical,2=226/0-3-14,4=24/Mechanical <br /> Max Horz2=87(LC 8) <br /> Max Uplift3=-54(LC S),2=-238(LC 8),4=-3(LC 5) <br /> Max Grav3=90(LC 28),2=354(LC 28),4=57(LC 22) <br /> FORCES. (Ib)-Max.Comp.lMax.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=S.Opsf;BCDL=5.Opsf;h=17ft;8=45ft;L=38ft;eave=5ft;Cat.II; <br /> Exp C;Encl.,GCpi=o.18;MW FRS(directional);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-D-0 wide will <br /> tit 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 54 Ib uplift at joint 3,238 Ib uplift at joint 2 <br /> and 3 Ib upiift at joint 4 <br /> 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. <br /> 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. <br /> S)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). <br /> LOAD CASE(S) Standard <br /> 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Piate Increase=1.25 <br /> Uniform Loads(plf) <br /> Vert:1-3=-60,4-5=20 <br /> Concentrated Loads(Ib) <br /> Vert:8=115(F=58,B=58) <br /> �WARNING-Verily deslgn parameters and READ NOTES ON TH1S AND/NCLUDEO MlTEK REFERANCE PAGE Mfl-7473 rev.10/03/2015 BEFORE USE <br /> Design valid tor use only with Miiek�connectors.lhls desl�n is basetl only upon parameters shown,antl is tor an Indlvidual bullding componeni,not <br /> a huss system.Before use,the building de�igner must veriry ihe applicab0lry of design parameters and propedy Incorporate this design info fhe overall .��'1�'K� <br /> building tles(gn. &acing Indicated Is to prevenf buckling of indwidual tniss web and/or chord members only AddiYional temporary and permanenf brac(ng <br /> is always required for stablllty and to preveN collapse with possible personal InJury and property damape. For general guidance regarding ihe <br /> fabrication,sfora�e,delivery,erecflon ond bracing of trusses and tniss sysTems,seeANSI/1PI1 9ualfty Criterla,DSB-89 and BCSI Building Componenf 6904 Parke East BNd. <br /> Safety Informalion available hom Truss Plote Insfitute.218 N.Lee SireeT.Suite 312,Alexandrla,VA 22314. Tampa,FL 3361 D <br />