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� Job Truss Truss Type �ty Ply
<br /> nssasas
<br /> 87944837 A03 HIP 1 1
<br /> Job Reference o tional
<br /> ProBuild, Plant Ciry,FL,33563 7.640 s Sep 29 2015 MTek Industries,Inc.Mon Nov 02 10:07�16 2015 Page 1
<br /> ID:J_msDg2DfjlzazPvMSacSgyeNTY-Bzww8S1jre6w4Mq3eWp08TX52gW2LVXuEUU005yNGXP
<br /> 1-0.0 6-10-1 '11-0.0 19-0-0 23-'I-15 30-0-0 31-0-Q
<br /> ��
<br /> �-aa s-�a� a-�-�s a-o-o a-�-�s s-�o-� i-o-o
<br /> Scale=1:54.6
<br /> 4x6= 4x8=
<br /> 4 19 202'I 225
<br /> 5.00 �2
<br /> 2x4�� 2x4 i
<br /> 3 6
<br /> 1.Sx8 STP= T
<br /> 18
<br /> z3 1,5x8 STP=
<br /> � �
<br /> 2
<br /> �� e Io
<br /> » 10 s
<br /> 3x4=
<br /> 3x6= 3x8= 3x4= 3xfi=
<br /> 11-0-0 19-D-0 30-0-0
<br /> 11-0-0 8-0-0 11-0-0
<br /> Plate Offsets(X,YI— f2:03-O.Edqel,f5:0-5-4.0-2-01,f7:0-3-O.Edae]
<br /> LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (loc) I/de(I L/d PLATES GRIP
<br /> TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 VeR(LL) -0.22 9-17 >999 240 MT20 244/190
<br /> TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.58 9-17 >618 180
<br /> BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(TL) 0.08 7 n/a nla
<br /> BCDL 10.0 Code FBC2014lTPI2007 (Matrix-S) Weight:136 Ib FT=20%
<br /> LUMBER- BRACING-
<br /> TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
<br /> BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling direcUy applied.
<br /> WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-11
<br /> MiTek recommends that Stabilizers and required cross bracing
<br /> be installed during truss erection,in accordance with Stabilizer
<br /> nstallation ide.
<br /> REACTIONS. (Iblsize) 2=1164/0-8-0,7=1164/0-8-0
<br /> Max Horz 2=106(LC 11)
<br /> Max Uplift2=-471(LC 12),7=-470(LC 12)
<br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
<br /> TOP CHORD 2-18=-2094/1071,3-18=-2028/1088,3-4=-1803/931,4-19=-16381919,1 9-2 0=-1 6 3 8191 9,
<br /> 20-21=-1638l919,21-22=-1638/919,5-22=-1638/919,5-6=-1803/931,6-23=-2028/1069,
<br /> 7-23=-2094/1071
<br /> BOT CHORD 2-11=-89311872,10-11=-651/1638,&10=-651/1638,7-9=-902/1872
<br /> WEBS 3-1 1=-2 9 312 9 9,4-11=-45/407,5-9=-53/407,6-9=-292/299
<br /> NOTES- ,0�11111lO/I/
<br /> 1)Unbalanced roof live loads have been considered for this design. `�� /��
<br /> 2)Wind:ASCE 7-'10;VuIt=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;6=45ft;L=24ft;eave=4ft;Cat.II; ,,\� �PS A' A�e�',.
<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 11-0-0,Exterior(2)11-0-0 to ♦ �,.•'���� ' ♦
<br /> 23-3-12,Inlerior(1)23-3-12 to 31-0-0 zone;cantilever left and right exposed,end vertical left and right exposed;C-C for members and �o���,.'�,�G E N S�c•.9�/j s��
<br /> forces$MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL='I.60 � �
<br /> 3)Provide adequate drainage to prevent water ponding. o N 0 3 938 0 _ �
<br /> 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurzent with any other live loads. � ; ��
<br /> 5j'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 � ; --
<br /> fit between the bottom chord and any other members. �
<br /> 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ih uplift at joint(s)except Qt=1b)2=471, ��, E �L•
<br /> 7=470. �
<br /> 7)This truss design requires that a minimum of 7/16°sWctural wood sheathing be applied direcUy to the top chord and%"gypsum i�^ ,�� �
<br /> sheetrock be applied directiy to the bottom chord. �� (�� •� Q R��• ' � ���
<br /> •,���ss,o N A'e��Cj��
<br /> Thomas A Alhani PE No.39380
<br /> MRek USA,Inc.FL Ced 6634
<br /> 6904 Parke East Blvd.Tampa FL 33610 �
<br /> Date: I
<br /> November 2,2015 �
<br /> �WARNING-Ven/y deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1-7473 rev.f0/07lL015 BEFORE USE. ���
<br /> Design valid(or use only with MiTek�connectors.This design is based only upon parameters shown,and is for an individual building component,not
<br /> a iruss system.Before use,fhe building designer must venty}he applicability of design paromefers and properly incorporate ihis design into fhe overoll
<br /> building design.Brocing indicated is to prevent buckiing of individuol truss web and/or chord members only.Additionol temporary ond permanent bracing MiTek•
<br /> is always required for stabiiity and to prevent collapse wi�h possible personal injury and properly damage.For general guidance regording the
<br /> (obricotion,sioroge.delivery,erection ond bracing of}russes ond fruss sysfems,see ANSI/iPll�ualtty Crlferlc,U58-B9 and BC51 Butlding Component 6904 Parke East Blvd.
<br /> Salety Infamallon avalable from Truss Plo�e Ins�ifute,218 N.Lee Sheef,Sui�e 312.Alexondrio.VA 22314. Tampa,FL 33610
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