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� Job Truss Truss Type Qry Ply <br /> nssasss <br /> 87944837 CJ1 JACK-OPEN 8 1 <br /> Job Reference o tional <br /> ProBuild, Plant Ciry,FL,33563 7.640 s Sep 29 2015 Mifek Industries,Inc.Mon Nov 02 10:07:26 2015 Page 1 <br /> ID:J_msDg2DfjlzazPvMSacSgyeNN-ruXhEt9?UMVHub_Ec?MYaxy7i29h2RMX1 vwM WyNGXF <br /> -�-ao o-��-a <br /> �-o-o o->>� <br /> Scale=1:6.5 <br /> 3 <br /> 5.00 12 <br /> 2 <br /> N <br /> � <br /> O <br /> q <br /> 0 <br /> 1 — <br /> Qo 4 <br /> Qo <br /> Qo <br /> Qo <br /> 2z4= <br /> 0-11-4 <br /> 0-11-0 <br /> Plate Offsets(X,Y1— f2:0-1-14,0-0-101 <br /> LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP <br /> TCLL 20.0 Piate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 5 >999 240 MT20 244/190 <br /> TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 5 >999 180 <br /> BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a <br /> BCDL 10.0 Code FBC2014lTPI2007 (Matrix-M) Weight:5 Ib FT=20% <br /> LUMBER- BRACING- <br /> TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing directly applied or 0-11�oc purlins. <br /> BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direcUy applied or 10-0-0 oc bracing. <br /> MiTek recommends that Stabilizers and required cross brecing <br /> be installed during truss erection,in accordance with Stabilizer <br /> REACTIONS. (Ib/size) 3=8/Mechanical,2=112/0-8-0,4=2/Mechanical <br /> Max Horz 2=48(LC 12) <br /> Max Uplift3=-4(LC 9),2=-99(LC 12) <br /> Max Grav 3=9(LC 17),2=112(LC 1),4=11(LC 3) <br /> FORCES. (Ib)-Max.Comp./Max.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=4.2psf;BCDL=6.Opsf;h=25ft;6=45ft;L=24ft;eave=4ft;Cat.II; <br /> Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed,end vertical left and right <br /> exposed;C-C for members and forces&MWFRS for reactions shown;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 nonconcurrent 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 2-0-0 wide will `a ``�S 1 f�111B�� ,, <br /> fit 6etween the bottom chord and any other members. �\ /� <br /> 4)Refer to girder(s)for truss ta truss connections. ,,� �P q�e /�' <br /> 5)Provide mechanical connection(by othersj of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,2. � �,. ' ♦ <br /> 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. `����,,•�,\G E N S<C`•;9�Lj�s� <br /> � No 39380 _ � <br /> �� � * / ' <br /> � • E :�L. <br /> . „ <br /> � <br /> . <br /> ���,�.'•� O R 1 O. 'G\�,�� <br /> ,,'ss��N A�'��,`,, '� <br /> Thomas A Afbanl PE No.393B0 i <br /> Mffek USA,Inc.FL Cert 6634 i <br /> 6904 Parke East Bfvd.Tampa FL 33610 <br /> � Date: <br /> November 2,2015 , <br /> �WARNING-Veri/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/1-7073 rev.10/03/3015 BEFORE USE. I <br /> Design valid for use only with MiTek�connecfors.This dezign is based only upon paramefers shown,and is for an individual building component,not <br /> a trvss system.Betore use,fhe building designer must verify the applicabilify of design porameters and properly incorporate}his design into}he overall ��' <br /> building design.Bracing indicoted'a to prevent buckling of ind'rvidual iruss web and/or chord members only.Addifionol temporory ond permanent bracing MiTek• <br /> is always required for stobility and to prevent collapse with possible personal injury and property domoge.For general guidance regarding}he <br /> fobricotion,sforoge,delivery,erecfion ond brocing of trusses ond truss sysfems,see AN51/iPll quality Criterla,DSB-89 and BC51 Building Componenf 6904 Parke East Bivd. <br /> Safey Informatlon avoilable from Truss Plote Institute.218 N.Lee Streef,Suife 312,Alexondria.VA 22314. Tampa,FL 33610 <br />