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. Job Truss Truss Type �ty Ply
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<br /> 9T944837 AQ8 Hip Girder t t
<br /> Job Reference(antionall
<br /> ProBuild, Plant City,FL,33563 7.640 s Sep 29 2015 MiTek Indus�nes,Inc.Mon Nav o2 1o.D7.21 2015 Page 1
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<br /> �s-ao �aa�z
<br /> S-b0 6-0•0 �J-&-0 �-8-t 12-4-0 1 &Q tfr6-0 i6-d-D�17-8-0 1&6-� �20-4-0 23-8-0 30�0�0 3i-60�
<br /> 1-p-0 6-0-0 3-4-0 -0-14 1�4-0 14-0�14-0 �1-4-0 1-a-o i 1-a 0 1-0-14r 3-4-0 6-i-p 1-0-0
<br /> 0-�2 �-3'2 Scala=1:58.3 �
<br /> i
<br /> (+)7op chord must be braced by end jacks,4x4=
<br /> roof diaphragm,or propedy onneded
<br /> pudins as&hown. �Z �4 )6
<br /> � 18
<br /> 8 20
<br /> 4x8=4x4% 6 3x z2 4x4^:Ax&_
<br /> s.oa �z
<br /> q 3 13 25
<br /> m
<br /> — x =
<br /> 15x8 STP=
<br /> N
<br /> ' 2 zs 27 IY
<br /> QI o
<br /> 35 � 33 32 3x4= 3x4=
<br /> 3x4= 3x4= 3x8=31 30 29 28
<br /> 3x4= 3x4=
<br /> 6-4-0 10-8-14 15-0.0 16-3-8 1&3-2 23-8-0 30-0-0
<br /> �6-4 0 A-0-t4 43-?�1-3-8 2-11-�0 i4-/+-14 6-4-0
<br /> aiate ot�sets tx v�— i3�o-s-a o-z-ai.yi:o-a-o o-z-oi.Ls:o-�-�a.o-�-al �zi:o-a-o.a-2-at.t2s:a-s-a o-z-o1
<br /> LOADING(ps� SPACING 2-0-0 CSI. DEFI., in (loc) I/defl L/d PLATES GRIP
<br /> TGLL 20.Q Plafe 6rip DOl 1.25 TC 6.36 Verk{�L} 0.05 32-33 >999 240 MT2Q 244119d
<br /> TCDL 7.0 LumberDOL 1.25 BC 0.37 Vert(TL) -0,1035-01 >999 180
<br /> BCLL 0.0 ` Rep Stress Incr NO WB 0.38 Horz(TL) 0.02 31 n/a n/a
<br /> SCDL 1Q.0 Code F$C20'14(TPI2007 (Matrix-M) Weight:1891b FT=20%
<br /> LUMBER- BRACING-
<br /> TOP CHQRD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5�1 oc puriins.
<br /> BOT CHORD 2x4 SP No.2 P BOT CNORD Rigid ceiling direcily app2ied or 6-0-0 oc bracing.
<br /> WEBS 2x4 SP No.3 JOiNTS 1 Brace at Jt(s):7,13,21
<br /> MiTek recomrnends that Stabilizers and required cross bracing
<br /> be instailed during truss erection,in accordartce with Stabilizer
<br /> tnstaltation g5jde
<br /> REACTIONS. All bearings 14-0-D except Qt=length)2=0-8-0,31=Q-3-8.
<br /> (Ib)- Max Horz 2=134(LC 7)
<br /> Max Uplift AH uplift 100 Ib or less at jairrt{s)28,3'!except 26=-160(LG 8},3D=-488(LC 8),2=-322(LC 8)
<br /> Max Grav A4)reactions 2501b or tess at joini(s}3t except 26=305(LC 18),30=917(LC 1},28=352(LC 18},2=680(LC
<br /> 1),26=265(LC 1)
<br /> FflRGES. (Ib)-Max.Comp.lMax.Ten.-AtI forces 250{Ib}flr tess except when shown.
<br /> TOP CHORD 2-3=-996/424,3-4=-809/449,4-5=745/470,5-7=-745/470,21-23=-1221537,
<br /> 23-24=-1221537,24-25=-146/468
<br /> BOT CHORD 2-35=-2791$8Q,34-35=-276t886,33-34=-2761586,32-33=-2931841,31-32=-466t3Q2,
<br /> 30-31=-466/302
<br /> WEBS 7-32=-741/402,21-32=-301l776,27-30=-884l436,25-30=-426/238 ,`,,���IIIA/�'�,,
<br /> N4TES- qt��1 t�A� A' A<�``�..
<br /> 1)Unbalanced roof live loads have been considered for this design. „�� �� '•G E�(� � ��
<br /> 2)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; :"+ +� ,•��,,,� S�C`�•,�/j ��
<br /> Exp C;Encl.,GCpi=0.18;MWFRS(directionai);can2ilever left and right exposed,end verticai left and righ2 exposed;Lumber DOL=1.60 i �
<br /> pta#egripDOL=1.60 � � Na 39380 ----�.M
<br /> 3)Provide adequate drainage to prevent water panding. �
<br /> A)All plates are 2x4 MT20 unless othenvise indicated. �
<br /> 5)This truss has been designed for a 10.0 psf bottom chard Iive load nonco�current with any oiher live Ioads. �-Cy; � �►
<br /> 6}•This truss has been designed for a live toad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will � E � L:
<br /> fit between the bottom chord and any other members. ��-�r � ��
<br /> 7)Lumber designated with a"P"is pressure-treated with preserva2ives.Piate IateraI resistance vatues have been red�ced 20%where �t...�i �!�
<br /> used in this Iumber Plates shoutd be protected from corrosion per the recammendation of fhe treatment company Borate or other jj���'•:� a R��. ���t��
<br /> suilable treatment may be used if it does not corrode the plates.IP ACQ,CBA,or CA-B treated lumber is used,improved corrosion Ij ss��"••"��� ���
<br /> desenl�8u 1d nqudesi ne�r o vesi 9asu tala 1 d pof th sm aduct fora s Intended usen.Incising factors have not been considered far this s����0 N Ag�,�,0�
<br /> 9 9 9 fY tY P
<br /> 8)Provide mecfianicel connection(by others}of truss to bearing ptate capable of withstanding 100 Ib uplift at joint(sj 28,31 except(jt=1b} '�'ryomas A.AIbaN PE No.393BD
<br /> 26=160,30=48$,2=322,26=160. MITek USA,Inc.FL Cert 6634
<br /> 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 69Q4 Parlte East Bivd.'fatnpa A 33610
<br /> 10)6raphical purtin representation does not depict the size or the orientation of the purlin a(ong the tflp andtor bottom chord. �tg.
<br /> 11)Hanger(s)or other wnnection device(s)shall be provided sufficient to support concantrated laad(s)124 Ib down and 84 Ib up at Navember 2,20")5
<br /> 23-8-0 on top chord. The design/selection of such connection device(s)is the respansibility of othere,
<br /> ��
<br /> �WARNING-Venly dosign parameters and READ NOTES ON THIS AND MCLUpED MITEK REFERANCE PAGE Ml1-7473 ree f0/03/2015 BEFOftE USE �*R�
<br /> Design valid tor use only wifh MTek�connectors.This design is based only upon parameters shown,and is for an Individual bulding component,nat E�CaB
<br /> a truss sysfem.Before uSe,ihe k5uilding designer musf verify ihe appCcability ot dasign parameters and propedy lncorporote fhis design into the overall ����f
<br /> puiEding design.Bracing indicated is fo prevenf buckGnc�of individuot huss web oodPor chord members only.Additionai temparory and permonent bracing ����,k�
<br /> h otways required ior stobility ond to prevent collapse with passible personol tnJury and propedy damage.For generat gvidance regarding the
<br /> fobricolion,storoge,delivery,ereclion ond bracing of irusses ond fruu systems,see AN51/TPII Dualtty Cdfeda,DSB-89 and BCSI Butlding Componenf 6904 Parke East Blvd.
<br /> Salety Informallon ovailoble trom Truss Plate Instifute.218 N.Lee Sfreet,Suite J12.Alexanddo,VA 22314. TampB,FL 33610
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