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. Job Truss Truss Type Qty Ply nssassa 87944837 CJS JACK-OPEN 7 1 Job Reference o ional ProBuild, Plant City,FL,33563 7.640 s Sep 29 2015 MTek IndusUies,Inc.Man Nov 02 10:07:28 2015 Page 1 ID:J msDg2DljlzazPvMSacSgyeNTY-nHfSfYAFOKcDWCIML11qd71FsVC9ywf L01RPyNGXD -�-o-o a-�i� �-o-o a-»� s�ie=i:is.o 3 I� v 0 5.00 12 B � � N O N T 2 `1 1 � — �� , 4 4° �_ Dc4= 4-I1-4 � 411� Plate_Offsets_(X Y)— f2:0-1-2 Edqel LOADING(ps� SPACING- 2-0-0 C51. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.04 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 FBC2014/TPI2007 (Matrix-S) Weight:17 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direcUy applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direcUy applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 3=1001Mechanical,2=270/0-8-0,4=451Mechanical Max Horz 2=126(LC 12j Max Uplift3=-82(LC 12j,2=-127(LC 12) Max Grav 3=100(LC 1),2=270(LC 1),4=74(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-�0;VuIt=140mph(3-second gust)Vasd=108mph;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 4-10-8 zone;cantilever left and right exposed,end vertical left and right exposed;C-C for members and forces 8 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. ,,,�1��g//�, 3)'This W ss 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 ,�� S A. �/�/ fit betv✓een the bottom chord and any other members. ,,�OMP q�e �s�' 4)Re(er to girder(s)for Vuss to truss connections. � A� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3 except Qt=1b) ��'��••�,�G E N S�c•�"l�j�� z=�z� � : 6 This truss desi n re uires that a minimum of 7/16°structural wood sheathin be a lied directl to the to chord and'/" � N 0 39380 _ � ) 9 Q 9 PP Y P 9YPsum . sheetrock be applied directly to the bottom chord. �� • * � . ` � _ E .�;; �.;��• .� oR `o_ . ��. '��,`,5��N A�-��`�, ' �IIIIIAI� I Thomas A Albani PE No.39380 M(Tek USA,Inc.R Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2015 �WARNING-Verily deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.f0/03Y1015 BEFORE USE. �� Design valid for use only with MTek�connec}ors.This design is based only upon parameters shown,and is for an individual building component not a iruss system.Before use,the building designer must verify}he applicability of design porometers ond properly Incorporate ihis design inTo}he overoll building design.Brocing indicated is to prevenf buckiing of individual truss web and/or chord members only.Additional temporary ond permonent bracing MiTek• is always required for stabilify and fo prevenf collapse with possible personal injury and property damage.For general guidance regording the fabricotion,storoge,delivery,erecfion ond brocing of trusses ond iruss systems,see AN51/iPll�uality Criteria,DSB-B9 and BC51 BuOding Componenf 6904 Parke East Blvd. Solety Intormatlon available from Truss Plate Institufe,218 N.Lee Street,Suife 312,Alexandrio,VA 22314. Tampa,FL 3367D