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Job Truss Truss Type � Qty Ply Premier Housing T10811071 037216 JOSK Diagonal Hip Girder 4 � Job Reference o tional Hilek Truss LLC, Brooksville,FL. 7.640 s Apr 19 2016 M7ek Industries,Inc.W ed Apr OS 13:29:47 2017 Page 1 I D:xs3wFp1 uqjfwyM8e7CQAhbzYMU i-Lf Px6YCStigTfGIH rW 2ayrvl W XwD uZPAXQU3tEzTmVo -1-10-10 7-8-4 9-10-1 1-10-10 7-8-4 2-1-73 Scale=1:22.0 4 I NAILED �.5x4\� NAILED g 3.54 12 �� NAILED NAILED � 10 2 � I � � S 12 13 14 6 � 6� NAILED NAILED NAILED 4x4= 5 NAILED NAILED NAILED �.Sx4\� 9-10-1 9-70-1 Plate Offsets(X,Y)-- (2•0-4-8 Edqe� LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.23 6-9 >508 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.57 6-9 >205 180 BCLL 0.0 ` RepStresslncr NO WB 0.11 Horz(TL) 0.01 2 Na Na BCDL 70.0 CodeFBC2014lfP12007 (Matrix-M) Weight:371b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly appiied or 4-3-14 oc purii�s. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W EBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=-42/Mechanical,2=471/0-10-7,6=443/Mechanical Max Horz2=157(LC 24) Max Uplift4=-97(LC 24),2=305(LC 8),6=168(LC 8) ' Max Grav4=45(LC 6),2=628(LC 28),6=453(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-10=380/137,10-11=-323/133,3-11=254/121 BOT CHORD 2-12=187/318,12-13=-187/318,13-14=-187/318,6-14=-187/318 WEBS 3-6=-473/278 NOTES- 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=losmph;TCDL=S.Opsf;BCDL=5.Opsf;h=17ft;B=45it;L=38tt;eave=5ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`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 fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable.of withstanding 97 Ib uplift at joint 4,305 Ib uplift at joint 2 and 168 Ib upiift at joint 6. 7)"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. 8)Warning:Additionai permanent and stability bracing for truss system(not part of this component design)is always required. 9)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:1-4=-60,5-7=20 Concentrated Loads(Ib) Vert:11=-49(F=-24,B=-24)12=115(F=58,B=58)13=-9(F=-4,B=-4)14=-34(F=-17,B=-17) �WARNlNG-Verity desfgn paramefers and READ NOTES ON THIS ANO INCLUDED MITEK REFERANCE PAGE MIF7473 rev.f0/032015 BEFORE USE. Deslgn valid for use only wl�h MtTekD connectors.lhis design(s based only upon parameters shown,and is tor an indivfdual lwtlding component,nof a inrss system.Before use,Ihe building de�ic�ner must vedry ihe applicability of design paramefers and properly incorporate�his design info 1he overall �� ' bullding design. &adng Indicated is To prevenf lwckling of Individual tn�ss web andlor chord members only Additional temporary and permanenf bracing �/gaTek� Is always requlred tor stablll�y and to prevent collapse with possible personal InJury and property damage. For general guidance regarding ihe fabrication,sforage,delivery,erection antl braclnp of irusses and iniss systems,seeANSUTPI i Quality Cdferia,D58-89 and BCSI Buliding Componenf 6904 Parke East Bivd. Salety Intormafion avallable from Truss Plate Institute,218 N.Lee Sireet,Sulfe 312,Alexondria.VA 22314. Tampa,FL 3367 0