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� Job Truss Trvss Type Qty Ply nss3sss 87944837 CO2 COMMON 1 � Job Reference o tional ProBuild, Plant City,FL,33563 7.640 s Sep 29 2015 MTek Indusiries,Inc.Mon Nav 02 10:07:26 2015 Page 1 ID:J_msDg2DfjlzazPvMSacSgyeNTY-ruXhEt97UjMVHub_Ec7MYaxs3iwshl UMX1vwMWyNGXF -�-ao e-a-o �s-e-o 1-0.0 &d-0 8-4-0 Scale=1:29.8 4x6= 3 5.00 12 13 �4 15 12 4 �f 2 a� .x8 1.Sx8 Io `� s °� s g e` 5 e 5x5= 3x5= 3x5= 8-4-0 16-8-0 8-4-0 8-4-0 Plate Offsets(X Yl— f2•0-0-'10 Edqel f4•0-0-10 Edqel f5�0-2-8 0-3-41 LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LLj -0.06 5-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.18 5-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2014(TPI2007 (Matrix-S) Weight:58 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. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing , be instailed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 4=616/0-&0,2=671/0-8-0 Max Horz 2=84(LC 11) Max Uplift4=-226(LC 12),2=-290(LC 12) i FORCES. (Ib)-Max.Comp./Max.Ten.-All Torces 250(Ib)or less except when shown. TOP CHORD 2-12=-855/348,12-13=-775I358,&13=7581371,3-14=-758/378,14-15=-775l366, 4-15=-855/361 BOT CHORD 2-5=-225/715,4-5=-2251715 WEBS 3-5=0/329 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=106mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;6=45ft;L=24ft;eave=4ft;Cat.II; `` ,`�S 11�1 A 0/�� ,, 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 8-4-0,Exterior(2)8-4-0 to 11-4-0 �� oI zone;cantilever left and right exposed,end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; ,`�O�P A�e I�i' Lumber DOL=1.60 plate grip DOL=1.60 �� '�G E N� � � � 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� '� •'��,� SF�••2j ��s 4)'This Vuss 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 � � fit between the bottom chord and any other members. � N 0 3 9 3 8 0 __ � 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)except Qt=1b)4=226, 2=290. � f"' I 6 This truss desi n re uires that a minimum of 7/16"sWctural wood sheathin be a lied direcU to the ro chord and'/:" sum � ) 9 9 9 PP Y P 9YP ��' � � � sheetrock be applied directly to the bottom chord. � ..-��',�y_ E :,IL. . �v� .i�..,,g��• �� O R 1 Q• . \�,� ��''SS��NA1-��°�` �n��i�� Thomas A.Albani PE No.39360 M(fek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2015 �WARNING-Verity deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1-7177 rev.f0/03/7015 BEFORE USE �� Design vaGd fo�use only with MiTek�connectars.This design is based only upon parameters shown,and is lor an individual bu8ding component,not o iruss system.Before use,fhe huilding designe�musf veriy the oppficability of design parometers and properly incorporote ihis design into fhe overall building design.BroCing Indicofed a to prevent buckling of individual fruss web and/or chord members only.Addifionol temparary and permanent bracing MiTek• is always required for sfability ond to prevent collopse with possible personol injury ond property damoge.For ge�eral guidance regarding fhe fobricotion,storoge.delivery,erection ond brocing of truues ond truss systems,see AN51/iPll Quality Criterla,D58-89 and BC51 Butlding Componenf 6904 Parke East Blvd. Salety Intormation ovoiloble from Truu Ploie Institute,218 N.Lee Sheet,Suiie 312.Alexandrio,VA 22314. Tampa,FL 33610