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� Job Truss Truss Type Qty Ply nssass� 87944837 CJ3 JACK-OPEN 8 1 Job Reference o tionai ProBuild, Plant City,FL,33563 7.640 s Sep 29 2015 MiTek IndusVies,Inc.Mon Nov 02 10:07:27 2015 Page 1 ID:J msDg2DfjlzazPvMSacSgyeNTY-J454SC9dF0UMv2AAnJ4Vb4oU7t6NXQVhVlhffuyyNGXE -t-0-0 2-'11-4 — i 1-0-0 2-11� Scale=1:10.8 3 Ir' 0 B 5.00 12 N b N 2 � � � �� 4 �� 0� Q� 2x4= � 2-11-4 � 2-11-4 Plate Offsets(X.Y)— [2:0-�-14.0-0-10] LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATE5 GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014lfP12007 (Matrix-M) Weight:11 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direcUy applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 3=57/Mechanical,2=181/0-8-0,4=29/Mechanical Max Horz 2=87(LC 12) , Max Uplift3=-45(LC 12),2=-103(LC 12) Max Grav 3=57(LC 1),2=181(LC 1),4=44(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 2-10-8 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. `'��o�0�O, 3)'This Vuss has been designed for a live load of 20.Opsf on the bottom chord in ali areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,�� S A. ��j flt between the bottom chord and any other members. ,,� �P q�e I�i 4)Refer to girder(s)for Vuss to truss connections. �� •'�G E N � �� 5)Provide mechanical connection(by othersj oi truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3 except Qt=1b) ` � ,•��,� S�C`�•,�� 2=103. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. � �1 O 39380 _ � � E ��L` • � : %;�• ,< pR,p, ,��2,�� I •,�S`5+,�N A��. Thomas A.N6ani PE No.39380 I, MITek USA,Inc.R Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2015 �WARNING-Ver)ty design pa2meters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1-7173 rev.f0/072015 BEFORE USE. �� Design valid tor use only with MiTek�connectars.This design is bosed only upon parameters shown,and is for an individual building component,not a fruss system.Before use,fhe building designer must venfy the applicability of design porameters and prope�ty incorporofe this design into ihe overall building design.Brocing indicated is to prevent buckling of individual iruss web and/or chord members anly.Additional temporary ond pertnonent brocing MiTek' is alwoys required for stabiti�y ond to prevent collapse with possible personol injury and property damoge.For generol guidance regarding fhe fobricotion.storoge,delivery,erection ond brocing ot trusses ond truss systems,see AN51/iPll�uallfy Criteria,DSB-89 and BC51 Building Component 6904 Parke East Blvd. Satefy Information ovailoble from Truu Plate Instifufe,218 N.Lee Street,Suite 312,Alexondria,VA 22314. Tampa,FL 336�0 L-