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� Jab Trvss Truss Type Qry Ply nssseoz 87944837 EJ64 JACK-OPEN 4 1 Job Reference o tional ProBuild, Plant Ciry,FL,33563 7.640 s Sep 29 2015 MTek Industries,Inc.Mon Nov 0210:07:29 2015 Page 1 ID:J msDg2DfjlzazPvMSacSgyeNTY-FTDqsuBtnek48MIQvkY39DZOAvOauPAoD78azryNGXC -�-ao s-a-o �-o-o s-a-o Scale=1:19.3 3 5.00 �p 8 2 � � 1 S P= � 6• 4 ri• o. 3x4= 6-4-0 6-4-0 Plate Offsets(X.Y)— [2:0-0-10.Edqe1 LOADING(ps� 5PACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.04 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.10 4-7 >732 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014ffP12007 (Matrix-S) Weight:21 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 directiy applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (Iblsize) 3=130/Mechanical,2=333/0-&D,4=551Mechanical Max Horz 2=154(LC 12) Max Uplift3=-108(LC'12),2=-145(LC 12) Max Grav 3=130(LC 1),2=333(LC 1),4=94(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=lDBmph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;6=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and GC Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to E3-0 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. ,`��0�, 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 `��_n S A. ��j fit between the bottom chord and any other members. �e� \vP q�e ��e 4)Refer to girder(s)far truss to truss connections. � �,.•'�� t�♦ 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(sj except Qt=1b)3=108, ,��,•'�,\C E N S�C`•q"[�j�� 2=145. � � 6)This truss design requires that a minimum of 7/16"sWciural wood sheathing be applied directly to the top chord and'/:"gypsum � N 0 393 80 _ � sheetrock be applied direclly to the bottom chord. � � � � �ro • � � . E L� . . �ii�'••< OR�p�•��,� ' � �' • � ��is��N A1-��.�`� �►rn�� Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2015 �WARN/NG-Verily deslgn parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Ml1-7073 rev.!0/032015 BEFORE USE. �*r� Design valid for use only wifh MTek�connecfors.This design is based only upon paramefers shown,and is for an individual building componen�,noi �bb o iruss system.Before use,fhe building designer musl venty The applicabllity of design porometers and properly incorporote this design into the overall f��f building design.Bracing indicoted'a to prevenf buckling of indrvidual}russ web and/or chord members only.Addifional temporory ond permonent brocing M iTek• is always required for sfability and to prevent collapse with possible personal injury and property damage.For general guidance regording the fobricotion,storage,delivery,erection ond biacing of irusses ond truss sysfems,see ANSI/iPll Qualtly Crifeda,�SB-89 and BC51 BuOding Componenl 6904 Parke East Blvd. Satety Informallon ovoiloble from Truss Plate Instifute,218 N.Lee Sireef,Suite 312.Alexandria,VA 22314. Tampa,FL 33610