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i ' , Job Truss Truss Type �ty Ply T7593600 87944837 EJ7 JACK-OPEN 3 1 Job Reference o tional ProBuild, Plant City,FL,33563 7.640 s Sep 29 2015 MiTek Industries,Inc,Mon Nov 02 10:07:29 2015 Page 1 I D:J_msDg 2 D fj IzazPvMSacSgyeNTY-FTDq su Btnek48M KZvkY39DZN Bv?Vu PAoD76azryN GXC -t-ao �-o-o �-o-o �-ao ' Scale=1:19.6 3 5.00 �p � o n � 9 0 � 8 N 2 � � 1. = II �� I 6' 4 G �. i 3X4= 7-0-0 7-0.0 Piate Offsets(X.Y)— �2:0-1-2.0-0-4] ' LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.49 Vert(LL) -0.05 4-7 >999 240 MT20 244l190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(TL) -0.15 4-7 >546 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014(TPI2007 (Matrix-S) Weight:23 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 directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 3=144/Mechanical,2=363/0-8-0,4=60/Mechanical Max Horz 2=167(LC 12) Max Uplift3=-120(LC 12),2=-154(LC 12) Max Grav 3=144(LC 1),2=363(LC 1),4=104(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 6-11-4 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��III'� 3)'This Wss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-EO tall by 2-0-0 wide will o�� S A. �/�� fit between the bottom chord and any other members. o,�Q�P q�e ��i' 4)Refer to girder(s)for truss to truss cannections. � 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)except Ql=1b)3=120, ��'��•'�,�G E N S�c•q�/j�� 2=154. � i 6 This truss desi n re uires that a minimum of 7/16°sVuctural wood sheathin be a lied direcU to the to chord and'/" � N O 3 93 80 _ � ) 9 9 9 PP Y P 9YPsum � sheetrock be applied direcUy to the bottom chord. � * �� ' •• E :�L. ..- . i��'•.� p R\O,.•�\��`, is�ss'�N Ae��1,`�� Thomas A.Albani PE No.39380 ' MiTek USA,Inc.R Cert 6634 6904 Parke East Bivd.Tampa FL 33610 Date: November 2,2015 �WARNING-Veri/y design paramefers and READ NOTES ON TNIS AND INCLUDED MITEK REFERANCE PAGE MIl-7473 ree f0/07/2015 BEFORE USE i Design volid fot use only with MiTek�connecfon.This design is based only upon paramefers shown,and is for an individual building camponent,not ��• i a fruss system.Before use,fhe building designer musf verify ihe applicability of design porometers and propeAy incorporote ihis design info}he overoll � building design.Brocing Indicated is to prevenl buckling of individual t�uss web and/or chord members only.Additional temporory ond permanent bracing M iTek• is always required(or stability and fo prevenf collopse with possible personal injury and property damoge.For general guidance regarding ihe fabricotion,storoge,delivery,erection ond brocing of truszes ond truss systems,:ee AN51/TPI l Qualfly Criferia,DSB-89 and BC51 BuOding Componenf 6904 Parke East Blvd. Safety Intormatfon available from Truss Plote Institute.218 N.Lee Street,Suite 312.Alexondrio.VA 22314. Tampa,FL 33610