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. Job Truss Truss Type Qty Ply
<br /> T7593587
<br /> 87944837 A05 ROOF SPECIAL 4 1
<br /> Job Reference o tional
<br /> ProBuild, Plant City,FL,33563 7.640 s Sep 29 2015 MTek IndusVies,Inc.Mon Nov 02 70:07•16 2015 Page 7
<br /> ID:J_msDg2DfjlzazPvMSacSgyeNTY-4L2gZ73_NFMeKg_RmwrUDucVOTASpCLAhozV4�NGXN
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<br /> i-ao �a-a a-�-o a-a-o �-s-o �-�-o �-o=o
<br /> Scale=1:55.2
<br /> 10x14 MT20HS I I
<br /> 5.00 �Z
<br /> 5
<br /> 2x4 I I
<br /> � 23
<br /> 4
<br /> Bx10 i
<br /> 5x5�
<br /> 3 6
<br /> 2
<br /> 11
<br /> O�OMT20HS= �p m
<br /> �.SxB STP= Z� 4x4=
<br /> 5x5 WB= g
<br /> � � Z 2.50 12 2x4 II � 8 I'
<br /> 0
<br /> 14 13 3zB 11 ,
<br /> 3z6% Sx5= 3x4 II 3x8�
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<br /> 7-7-0 4-1-0 3-4-0 7-5-0 7-7-0
<br /> Plate Offsets(X Y)— f2:0-3-0 0-1-81 f6•0-2-8 0-3-4] f7•0-1-10 1-7-21 [7•0-0-9 Edqel f12•0-7-0 0-381
<br /> LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
<br /> TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LLj 0.61 11-12 >592 240 MT20 244/190
<br /> TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -1.29 11-12 >280 180 MT20HS 187/143
<br /> BCLL 0.0 • Rep Stress Incr YES WB 0.97 Horz(TL) 0.77 7 n/a n/a
<br /> BCDL 10.0 Code FBC2014ffP12007 (Matrix-S) Weight:148 Ib FT=20%
<br /> LUMBER- BRACING-
<br /> TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied.
<br /> BOT CHORD 2x4 SP M 31•ExcepY BOT CHORD Rigid ceiling directly applied.
<br /> 413:2x4 SP No.2 WEBS 1 Row at midpt 6-11
<br /> WEBS 2x4 SP No.3'Except' MiTek recommends that Stabilizers and required cross bracing
<br /> 3-12,5-12:2x4 SP No2 be installed during truss erection,in accordance with Stabilizer
<br /> OTHERS 2x4 SP No.3 Ins ailation ide
<br /> WEDGE
<br /> Right:2x4 SP No.3
<br /> REACTIONS. (Ib/size) 2=1187/0-8-0,7=1141/0-5-0
<br /> Max Horz 2=-14�(LC 10)
<br /> Max Uplift2=-479(LC 12),7=-462(LC 12)
<br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
<br /> TOP CHORD 2-21=-2073l813,3-21=-20451833,3-4=-659412298,4-22=-6436I2302,5-22=-6425/2311,
<br /> 5-23=-2710l1040,6-23=-2800H029,6-7=-3901I1505
<br /> BOT CHORD 2-14=-632/1836,11-12=-717/2558,10-11=-1311/3644,9-10=-132213624,7-9=1311/3638
<br /> WEBS 3-'14=-1621/673,12-14=-850/2445,&12=-1224/4162,5-12=-1479I4284,5-'11=108/544,
<br /> 6-11=-1110/581,6-9=0/259 ,``���IA11111/��0,,
<br /> NOTES- ���,�`�'`p,S A. ,4�B,�s�
<br /> 1)Unbalanced roof live loads have been considered for this design. ���,`� •' \Ci E N S'�' ��j���
<br /> 2)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; e �� �' �••�• � i
<br /> 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 15-0-0,Exterior(2)15-0-0 to � N O 39380 _ �
<br /> 1&0-0 zone;cantilever left and right exposed,end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions � —
<br /> shown;Lumber DOL=1.60 plate grip DOL=1.60 � � �
<br /> 3)All plates are MT20 plates unless otherwise indicated. =�;
<br /> 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '
<br /> 5)•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 % � ' E •;,{L:
<br /> fit between lhe bottom chord and any other members. �,� �C/;
<br /> 6)Bearing at joint(s)7 considers parallel to grain value using ANSIlTPI 1 angle to grain formula. Building designer should verify capacity �i� �S.� Q R��• �• ���,
<br /> of bearing surface. � • ����, !\� e
<br /> 7)�r4fize mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)2=479, �`�i,S�O N A�;,,,��,,
<br /> 8)This truss design requires that a minimum of 7/16"sWclural wood sheathing be applied directly to the top chord and%"gypsum Thomas A Albanl PE No.39380
<br /> sheetrock be applied directly to the bottom chord.
<br /> MITek USA,Inc.FL Cert 6634
<br /> 6904 Parke East Blvd.Tampa FL 33610
<br /> Daffi:
<br /> November 2,2015
<br /> �WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE Mll•7p3 rev.f 0/07/2015 BEFORE USE. ���
<br /> Design vafid for use only with MTek�conne�tors.This dezign is bosed only upon parometers shown,and Is for an individuol building component,not
<br /> a fruss system.Before use,ihe building designer must verify the applicabili}y of design parameters and properly incorporote ihis design into fhe overoll
<br /> building design.Brocing indicafed is to prevent buckling of individual iruss web and/or chord members onN.Additianal temporary and permonenf bracing M iTek'
<br /> is always required for stability and fo prevent collapse wi�h possible persanal injury and praperty damage.For general guidance rego�ding ihe
<br /> fobricafion,sforoge,delivery,erection and brocing of irusses ond fruss systems,see AN51/iPlt pualfty Crite�lo,DSB-89 and BCSI BUIIdIng Component 6904 Parke East Blvd.
<br /> Safety Informatlon avoiloble from Truss Plo�e Institufe,218 N.Lee Streef,Sui�e 312,Alexandrio,VA 22314. � Tampa,FL 33610
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