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• Jab Truss Truss Type �ty Ply P593599 87944837 CJ55 JACK-OPEN 1 1 Job Reference o tional ProBuild, Plant Ciy,FL,33563 7.690 s Sep 29 2015 MTek Indusiries,Inc.Mon Nov 02 10:07:28 20'IS Page 1 ID:J_msDg2DfjlzazPvMSacSgyeNTY-nHfSfYAFOKcDWCIML11qd71FpVi99ywf L01RPyNGXD 4-11-4 i 4-11-4 Scale=1:15.0 2 5.00 12 7 N � N Q N � � � 6, 3 p �. 3x4= 4-11-4 � 4-11-0 Plate Offsets(X.Y)— f1:0-1-14 0-0-21 LOADING(psfj SPACING- 2-0-0 C51. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.02 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.04 3-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014(TPI2007 (Matrix-S) Weight:15 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direclly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 1=213/0-8-0,2=102/Mechanical,3=46/Mechanical Max Horz 1=97(LC 12) Max Upliftl=-61(LC 12),2=-84(LC 12) Max Grav 1=2�3(LC 1),2=102(LC 1),3=74(LC 3) FORCES. (Ib)-Max.Comp.lMax.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=108mph;TCDL=4.2psi;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and GC Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-10-8 zone;cantilever left and right exposed,end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `,,��S'��t 3)'This Vuss has been designed for a live load of 20.Opsf on[he bottom chord in all areas where a rectangle 3-6-0 tall hy 2-0-0 wide will ,�� S A. �� fit between the boitom chord and any other members. `,� �P q�e I�� 4)Refer to girder(s)for truss to truss connectians. >� ��•'�G E N•��• � �� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,2. �� ,•��,� `S�C`�•,2/ �� 6)This Wss design requires that a minimum of 7M6°sVuctural wood sheathing be applied direcUy to the top chord and'/"gypsum � � sheeVock be applied directly to the bottom chord. � N O 3 9 3 8 0 _ � �� • � � E L �� ' � � �i�S�.� p R�O�.•�\_�� �''��`,5,;�N A;��,`�� Thomas A.Aibanl PE No.3938D Mifek USA,Inc.R Cert 6634 6904 Parke East Bivd.Tampa FL 33610 Date: November 2,2015 �WARNING-Veri/y deslgn parameters and REAO NOTES ON 7HIS AND INCLUUED MITEK REFERANCE PAGE MI1-7473 rev.10/03/1015 BEFORE USE Design valid for use only with MiTekC�D connectors.Thls design Is based only upon parameters shown,and is for an individual buitding component,not o truss system.Befare use,the building designer must verify}he appiicability of design parometers ond properly incorporate ihis design into fhe overall � building design.Bracing indicated is to prevent buckling of individual}russ web and/or chord members only.Addifional femporory and permanent brocing MiTek• Is always required for stability and to prevent collopse with pouible personal injury and property damoge.For generol guidance regording ihe fobricotion,storoge,delivery,erection ond brocing of frusses ond iruss systems,see AN51/iPll Ouality Crfferia,OSB•89 end BCSI Butlding Component 6904 Parke East Blvd. Sa(ely Information avalable from Tru:s Plate Institute.218 N.�ee Sireef,Suite 312.Alexondrio.VA 22314. 7ampa,FL 33610