HomeMy WebLinkAbout14070086 Truss Plans /
TM
ENGINEER/NGccc
DrJ Engineering, LLC
(FKA: DrJ ConSUlting, LLC)
6300 Enterprise Lane
Re: 614416412 Madison, Wisconsin, 53719
MiTek 20/20 7.4
FISCHER OBF-019
, The truss drawing(s)referenced below have been prepared by DrJ Engineering LLC (FKA DrJ Consulting, LLC)
under my'direct supervision based on the parameters provided by ProBuild (Mooresville).
Pages or sheets covered by this sea118445223 thru 18445267
My license renewal date for the state of Indiana is July 31,2014.
Important Notice:The accuracy of each Truss Design Drawing(TDD)relies u0on using accurate cotle approvetl rew material design
values provitletl Dy others for all engineennq evaluations.All truss and Component tlesigns utilize manufadurer published rnnnector
(i.e.,tmss plates,hangers,screws,etc)tlesign values antl American Lumber Standards Commiriee(ALSC)approved rules-writing
agency lumber tlesign values(e.g.CLA,WFI,PLIB,RRA,SPIB,TP,VJCLIB,VWJPA,etc.).The lumber tlesign values that are
usetl wrrespond with Ihe 9redemark app6ed to the individual piece of lumber pnor to cross or angle atting.T�e lumber,as
gratlemarked by the lumber manufacturer,and�its associated tlesign values are relied upon to be aaurate as(a)tabulated,
(ooNOted and certlfed by the applicable accreditation botly Nat complies with DOC PS 20,using a published effective tlate,
(b)then appmved antl published by t�e American Wood Council for use in NDS engineering equations for the design of structures
using lumber,and(c)referenced in the latest edition of ANSI?PI 1,Section 6.3anG the model building wdes.All this operating
untler antl certifietl by Ihe BoaM of Review of ALSC.
``�,������pSEP+H�rd���i'.
\��p:�GtSTFRF�';'�.ct`.p�
QP O
; PE-170t2224 : -
= a • =
� 'a�= STATE OF :��
c y ': • ;�
'.��.o •.�hDa�N*r'��a
'J,'����it�hA;tE�G
July 6,2014
Ryan J. Dexter, P.E.
The seal on this cover sheet and/or on each of the attached TDDs indicates acceptance of professional engineering
responsibiliry for the single truss component depicted on each TDD, only. The design assumptions, loading conditions,
suitability and use of this component for any particular building is the responsibility of the Owner,the Owner's authorized
agent or the Building Designer, in the context of the IRC,the IBC, the local building code and ANSI/TPI l. The
responsibilities and duties of the truss designer,truss design engineer and truss manufacmrer shall be in accordance
with the latest edition of ANSI/TPI 1 Chapter 2 unless otherwise defined by a contract agreed upon in writing by the
parties involved. The truss design engineer(also defined as a specialty engineer) is NOT the Building Designer of the
building.
Job Tmss TrussTyp¢ pty Ply FISCMEftOBFOtB
IBM53I3
Btut6d12 CGOI piaOonalHipGiNer 1 1
Jo�Reference(ooCOnary
PFOBUILD, MOORESVILLE,IN 16158 1630 a Otl t/2013 MiTek InOUSNes,Inc. Tlm Ju1031]:3&Ot 2014 Pape 1
ID:n8Kfii2rB�vrtatKSNpuM9syJ17W-EriTWYepqMt3s9eDfpxHRBM 6ei6WmzOgCAeVviz?n1K
' 4-0-3 I 2.]b �
1-0-3 2-7b
S�ale=1:1a.i
3 �
:.SKO II
e
B.YS 12 I
� 1J 3fi
tl
aI
I i � S]
f
] 9 fi
3.8 II 5
15x4 II
2fi-12 2-
2b-5 64 0
LOADING(ps� SPACING p-0-0 CSI DEFL in poc) 1/defl Lld PLATES GRIP
TCLL 25.0 Plates Increase 1.15 TC 028 Vert(LL) -�.�0 6-7 >899 240 MT20 197/144
TCDL 10.0 Lumber Inuease t.15 BC 0.�5 Vert(TL) -0.00 6-7 >999 180
BCLL 0.� RepStresslncr NO WB 0.01 Hoa(TL) 0.00 Na Na
BCDL 10.0 CodeIRC2006/TPI2002 (Matrix) WeighT101b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 70P CHORD Stmctural wood sheathing directly applietl or 2-7-6 oc purlins, except
BOT CHORD 2x4 SPF No2 end verti�als.
WEBS 2x3 SPF No2 BOT CHORD Rigitl ceiling tlirectty applietl or 140.0 oc Eracing.
REACTIONS (Ib/size) 7=259/0-0-11 (min.0.t-8),6=38/Mechanirel
Max Hoa7=B7(LC 5)
Max Uplik7=57(LC 5),6=21(LC 6)
Maz G2v7=259(LC t),6=63(LC 2)
FORCES (Ib)-Maz.Comp./Mart.Ten.-All forces 250 Qb)or less ezcept when shown.
NOTES (&ti)
�)NSnd:ASCE 7-05;90mph;TCDL=6.Opsf,BCDL=6.Opsf;h=25ft;Cat II;Fitp 8;encloseQ MWFRS Qow-nse)gable entl zone;nnlilever
left antl ngM expose0;entl vertical lefl and righ[exposed;Lumber DOL=1.60 plate gnp DOL=1.60
2)This truss has been designed for a W.0 psf Dottom chortl live loatl nonconcurrent with any other live IoaCS.
3)Refer to girtler(s)for Wss to tmss wnnec[ions.
4)Prwide mechani�al connection(by others)af Wu to bearing plale capable of withstantlinB 57 Ib upliR at joint 7 antl Y�ID uplift at joint
6.
5)This truss is designetl in accordance with ihe 200fi Intema5onal Resitlential Cotle uctions R502.71.1 antl R802.102 antl referenced
standaM ANSIlTPI 1.
6j Hanger(s)or other connection device(s)shall be provided suffcienl lo support wncenlraletl loatl(s)32 Ib up at 1-t 1-5 on top chord,
antl 5 Ib up at 1-11-5 on bottom chortl. The tlesiBNSelection ot such connection device(s)is Ihe responsibility o(others.
7)In Ne LOAD CASE(S)section,IoaCS epplied ro the face W Ne truss are noted as front(F)or back(B).
8)t Atltlitional stabiliry bracing for truss system,e.g.diagonal or X-bracing,is aM1vays required. See —
91 BCSI1.
1D)23.It is eutremely important to properly install temporary iateral restraint and diagonal bracing,in /
71) acmrdance wiN BCSI-B2 or using propnetary methods(e.g.5labilizer,elc.). ' `\`„���k�qit�p��„ `
�� SEPH �i
LOAD CASE(S) Sfandard `�J �� � O�. i��
t)Regular.Lumber Inuease=1.15,Plete increase=t�5 `� 4,C�, '��gT���, �}'),�i
Uniform�Loads(pl� +� .•'��4 FQL �9%
ven:i-z=�o,2-s=�o,a-a=zo,s�=zo — ? pE-710i2220 ; '
ConcenVeletl LoaCS(Ib) — —
Vert:8=32(�9=5(F) _ o : : • �
� 'o= STA7E pF ? ¢� �
�i��.t��':�NDIANT•���l�iw�`
'/'''''�SS��7 11�11 I�NG`,`'\'�
�U�Y 6�2���
!. WARNING,M efe NOm�qMy �aw�� 'C b eh ArJinowbEB m101 ProB Itl StaMaN Tertns br Manu4tlma0 ProC tls tam.V rily tl e pn pe2meten mE natl nolef m Nu Tmss
a� oe 9 D 'r�p e iM orJ R i mnu Sneat( .o31�)eef Ony M Tek w neaa Dletes sna��ee�nea ior q s� ss ees pn e w�p t x re.Tli � as aei pn eiaxi p' a t
aaeple ce t aponf�blYry(o Ue Eesipn of Pe s pla ima>w p � nl Cep tled� ' .T� 0 s 8�assumpl ons loatl g E I u 1 E I ry E ot Oi co p eM tor any DeRwle
U 10 psiM1e apon Efly 1NeO.me 1� QmeheuR�o etlegnlorlM1eB ItlngDevB�erperANSI?PI1 Lele I iro ltleagrwt ss�ownonlnd'EelweGentltl�oNmemEars B
miormmpresvonEUrklrqonFy,rwllarEUlEmgs�abJllyEntinp.AfCiUOnellemporaryns�nimlEaponalbrpdnOte�nwres��0lilyEUnng nsVUqbnisllie zponaCiliryMihetmszinzteller.
AddiYOrol pmmaneM1 Euipiip staEiliry Dno�p a�Ne ovaiall sWqure is Vro mapontlGlRy o10e Qmer,Ne P�meh auNOe¢eE�penl or IM BuiWinp Desgnep pet Mv IRQ Me IBC m0
ANSViGI L FW Po�ORI yuiEarce�epaNinp Eesipn mapanvEil'Nes,hdiUlqn,Wel,ly aMTI,s�aa00.�eliPory,Im�q Id�ltel ro5V0in�e�E tli�0�el G2p�p,CpBUII M¢IateT e0ilqn W Ne
IRC;IM IBC,AN51?PI 1,Ne BC51 summ�ry aM1eets,enWOr BG51�BwlCinp Compwmn�Sahry Inlortnation)ev�ilaEle hom SBG M w+.w.s�onOUSUy,com enO arry nlab0 inztella4on in(ortrelion a(�i�N���iLLC
wDplieE In Ilrc joUSl�e pGape.Tl�e Imsf Oesipner w Wu OefiB^enB��eer plso Ee0ne0 as e speclely en8ineer)la NOT I�e BuilEinp Desipner ol l�e EuilEiip.
Job Truss TmssType O�y Pty FISCMEROBF�019
�Baa5ala
B1N16C12 CG61 pa8a^alNipGlNe� 1 1
Jab Reference a tianel
PFOBllI1.D, MOORESVILLE,IN 46158 Z430s0a142013MiTeklntluzvies Inc T�uJu1031Y26DYY01a Pag<1
ID:nBNhiz2rBhwratKSNpuM9syJ17NL61 tlsjueRbt?wUIDPDWSW_MV9s29mFD?VVHVC28z?niJ
-1-]3 3-01-1
� 1-]J ' 111�1 �
$Cale•1'.19.6
3 4
15x4 II
8.]5�
6 9
B
1<
2
dl I
d� , J s�
� 10 11 8
I
3x8 II 15x4 II 5
3-10-00 3-1 -1
340-2 0 -e
LOADING(ps(j SPACING p.0.0 CSI DEFL in (loc) I/tlefl Utl PLATES GRIP
TCL� 25.0 Plates Increase 1.15 TC 028 Vert(LL) -OA'I 67 >999 240 MT20 197/144
TCDL 10.0 LumDerinaease 1.15 BC �.09 Vert(TL) -0.07 E7 >999 180
BCLL 0.0 Rep Stress Incr NO WB 0.02 Hoa(fL) 0.00 r/a Na
BCDL 10.0 Code IRC2006/TPI2002 (Metrix) Weighl:141C FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD SWCtural wood s�eat�ing tlirecLy applied or 311-1 oc pudins, except
BOT CHORD 2x4 SPF No2 end vertitals.
WEBS 2x3 SPF No2 BOT CHORD RiBid ceiling tlirectly applietl or 70.P-0 oc bracing.
REACTIONS QC/size) 7=254/0-4-11 (min.0.1-8),6=119/Mechaniral
Man Hoa7=108(LC 5)
Ma:Upiitt7=-55(LC 5),6=33(LC 5)
FORCES (Ib)-Max.Comp./Ma�c.Ten.-All forces 250(Ib)or less except when s�own.
NOTES (e-�1)
1j Wnd:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II{Exp B;enclosed;MWFRS Qav-nse)ga61e end zone;wntilever
lek and nght exposetl;end vertical left antl nght exposeQ Lumber DOL=t60 plate grip DOL=1.60
2)This truss has been tlesignetl for a 10.0 psf bottom chord live load nomm�cunent wit0 any oNer live loatls.
3)Reter to girder(s)for truss to tmss connecUOns.
4J Provitle meUaniral wnnection(by others)of truss to bearing plate capable of withstantling SS lb uplift at joint 7 and 3316 uplift atjoint
6.
5)This truss is designed in accortlance wifli ihe 2006 Intemational Resitlenlial Code sections R502.t L1 and R802.102 and referenced
stantlartl AN51/TPI 1.
6)Hanger(s)or other connection tlevice(s)shall be provitled sufficient to support concentreted loatl(s)11 Ib dovm and 201b up at 0.11-5,
antl 9 Ib tlown an0 25 Ib up at 7-4-11 on rop chorQ and 151b up at 0.1 t-5,and 22 Ib up at i<-17 on bottom chortl. The
desigNUlection of such connection tlevice(s)is Ne responsibiliry of others.
7)In the LOAD CASE(S)section,loetls epplied W t�e face ofthe truss are noted as front(F)or back(8j.
8)1. Atlditional siability�bracing for lruss syslem,e.g.tliagonal or X-brecing,is alweys requiretl. See
9j BC511.
10)23.It is e>tremey impor�enl to propedy inslali temporary latersl reslrainl antl tliagonal bradng,in
11) acmtdance wiM BC51-82 or using propnetary methoCS(e.g.Stabilizer,etc.). p;illL'll /
LDADCASE(5) Standard `\��,+"�ypSEPH������J'
1)Regular Lumber Increase=t.t5,Plate Increase=1.15 � 4.�;•'�,157�;?`� "rr�
Uniform Loads(pl� l�¢.�Q„{4 F�-;fi9�
vert:i.z=�a.z-s=7o,aa=zo.s�=zo — ; PE-710i2220 '; '
ConcenVatetl Loatls Qb) — =
vert:e=zo�q e=zs�e)io=n���i=�e(e) = _
— e . —
� 'o�= STATE OF 'R i
�L 9Cl,r''•�M01 At?►�,''�e>�`'�:
F G .
y/''''/'�J�S��1111AI If���i�``�
July 6,201�
� WARNING F exiM1 O�ly lewln L t meftA[knoM tle IolvmB 'last eaNTeimslorManutadurtoProa ns b�m.VenyoesB Pe2metenana eaa ole oninisTmss
�evB�p�p enE tM DrJ RHarence Snee��n�0}�q eeto use.O!y MiT h a palez zM1all Ee usM�ar N 1 0 9 Omn p b Ee al C.TM1 l C y Orwn g� d lez
ple W2apon'bL�y� NaOesip Itt�evnpleWU ponentOeqdeO� ' .TMEespneswmpYOnslwtlp El�:s���omy.a of05COmp0 IbranypeNG�ler '
b AE n9-a�M rtsponvE YN ol Na Owner tlre Owriefs euNaeeE aBen�or IM Bu IEinB Des B er per qNSViPI 1 ltlaral eeslrz n�Eespnelro s s oxn inO 0 el E and MoN Ee
m b�WTprolSi011 DuCqnp 001y.�0�lIX DuiIEVIp 9iG11�y E2ti�p.A0Ji40�181 bmpD�ery msVainV0400neI G2tl,p 10�n3u2 318E(ty 0unng mnf Wtlqn's Ne napmaN IM of IM� s -ni�elk�.
pMitionel DertneneM WilClnp fieDiliry bfaanB ol l�e ava�all aWqure is I�e reepanaiEiliry of Ne Oxner,I�e Qmeh euNOnzeE egent ar Iln Bu1lEinp�ezgner,pet��e IRq Me IBG enC
FNSIRPII. FwpenerelguiEancerepaNingtlesignnepomiEili�ies;laEnnlion,quelirymnVd.sto�eBa.tlelivery,emcYOn.laletelreA2intenOtli�ponalMatinp,conault��eWtes�eEitianolNe �
ieqineiac,nNSirtaitmeecssummarysnxu,enaro.ecsi(aadinpcomponamsaieyinrorm.tion)avauaeieimmsecnatw..w.seune�st�y.mmena.nyrci,�ee'insteimtionmm�en.uon EIVG/NEERING'ttc
��vvi�aa m ine�ocsne"acxape.rne wss aes�a�s�o�wss devp�a�ama.�leiw een�aa.:a:p«miy.�e��ee�)��:Nor me a,�na��g o�:�a�e�onne o��mnp.
Job Truss Truss.Type Qty Ply FISCHER oBF-o19
18465225
B1dd1644 GE01 GABLE 1 1
Job Reterence o tional
PkOBUILO, MOORESVILLE,IN C6158 'l.43G 50tl 1C 2013 MiTek Intluzines,Inc. Ttm Jul W 111fi Od 201< Page 1
ID:n8Wnz2rBhwretK5NpuM9syJ17V0.20kcBagi7HFejcNOIC<V 3n Ojrhaj25rMb0161z?n1H
'�"Q� 5-0-2 � 9-9-12 � 14]-6 I '1&]-8 20.7-8i
1d-0 5-0-2 0-9-10 4-940 5-0-2 �1-0-0
qAy - Scale=L53.9
9
ioaa iz
3 `'
2 3
� �� 41q 31 3
}1 �
1 28 1 -a5 � I � � ' ' 3
1 1 -
Z 2 34qp 6
'$ � o
�1 _ � � �d
zo e
4x10 II 19 �8 t] 16 15 14 13 1I 11- 10 9 qx10 II
2a-a ss-iz ia�a
2-8-0 ' ]-1-12 � 9-942 �
Plate Offsets(X Y): �8:0.3-8 Edpe� f14(0-4-0 0-3-0� 12�'.0-1-7 0.0-'12] f23�0-1-7 0-0-12� f25:61-7 0-0-121 f32�.0-1-7 0.0.121 I34:0-b7 0.0-12� t36:0-1-7 0-0-121 '
LOADING(ps� SPACING p_0-0 C51 DEFL in (loc) Udefl L/d PLATES GRIP
TCLL 25.0 Plateslncrease 1.15 TC 070 Vert(LL) -0.09 6-7 Nr 180 MT20 1fi9/123
TCDL 10.0 LumberMCrease t�5 BC 0.7t Vert(TL) -�,OB 6-7 Nr �20
BCLL 0.0 Rep Stress Incr Yes WB 0.36 Horz(TL) -0.01 9 n/a n/a
BCDL �10.0 Cotle IRC2006/iPI2002 (Matrix) Weight:12916 FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD Struc[ural wood shealhing directty applietl or 10-0-0 oc pudins, excep?
BOT CHORD 2x4 SPF No2 end verticals.
WEBS 2x3 SPF No2'ExcepC BOT CHORD Rigid ceiling tlirectly applied or 2-2-0 oc brecing.
444:2r4 SPF No2,2-20,6-8:2x4 SPF-S Stud VJEBS 1 Row at midpt 4-14
OTHERS 2x45PF-SStutl
REACTIONS All beanngs 143-8.
(Ibj- MazHOrz�9=212(LG5)
Ma<Uplift All uplik�OO lb or leas at joint(s)�6,17,12,11 except�4=-230(LC 6),18=-504(LC 10),19=336(LC
it),10=504(LC 11),9=336(LC.10)
� Max Grav All reaclions 25016 or less at joint(s)'I5,16,17,13,12,11 except 14=1434(LC p,18=37o(LC 1 t),
19=683(LC 10),10=370(LC 10),9=683(LC 11J
FORCES (Ib)-Man.Comp./Man.Ten.-All forces 250 Qbj or less except when shown.
TOP CHOR� 23=-107/3BB,34=-9D/644,4-5=-90164 4,5-6=407/388
WEBS 444=-t018/169,5-14=286/161.314=-286/161
NOTES (t0-13)
1)Unbalancetl roof live loads have beem m�sidered for Ihis design.
2)WinB,ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;CaL II;Exp B;enclosed;MVJFRS(low-nse)gable end zone and GC
Exteiior(2)zone;cantilever letl antl right exposed{end vertiwl lek and nghl exposetl',GC for membere antl forces&MVJFRS for
reactions shown;Wmber DOL=t�.60 plate gnp DOL=t.60
3) Truss tlesigned for wind loatls in the plane of the[mss only. For sWds exposetl lo wintl(normal.to the face),see Siantlartl Industry
Gable Entl Details as applicahle,or cansWt qualifietl builtling tlesigner as per ANSI/TPI t. �/
4)All plates are�Sx4 MT20 unless otherv+ise indicated. �//�
5J Gable stutls spacetl al 7-40 oc. `yl `S��E��tt�rt��''/ `
6)This truss has been tlesigned for a 10.0 psf bottom chortl live loatl nonconcurtent with any other live loatls. 4i�` I
7Jprovitle mechanical wnnection(by others)oi truss to bearing plate capable of withstantling'IDO lb uplift atjoint(s)i6,17,12,t 1 exc¢pt ,`�.
Q[=1b)t4=23�,18=504,19=336,'10=504,9=336. q: .Q„'lZ'� •��gT£�-. '�'��i
elnia i �`.F,�� 64�..¢�p%
9j This Imss is tlesigned in accortlance with Ihe 20061ntemational Residenlial Code sections R502.11.1 and R802.t02 and referencetl .. t FE-7)fii2220 ;
standardANSI/TPIt. . — —
10) 1. Additional stabiliry bracing tortmss system,e.g.diagonal or X-brecing,is always required. See =
�i� acsn. wro�i STATEOF ?C.�
t2)23�.It is eMremely important to properly instalftemporaryAateral restraint and diagonal brecing,in � � : ;y �
13) accordance with BCSI-B2 or using proprietary methods(e.g Stabilizer,etc.). �.�,t,�.titVp�qNf,._��W�
LDAO CASE(5) Stantlard �����i/��`�1�±1�RLt't��i1`�'��
July 6,201�
A WARNING Pleasetno gnry rewIDe Cu t efsArknowleeg ; t tPr B lasl e NT rm f Ma facwredP tl d i rtn.Ve ya B Pa�meters tl ��tl ote �MnsTmss
d� Da B o n8a tlVre�JR I enasn t� .Q31q)bero .o yMTek d pl i s nanee di m � tlesg tl �m 0� be ale.TT t a sgnamn g'e' tes
p�anceofresp n blryfat�eeesi8 fiM1 s gleWSS p nitl O�Ceen �' .TM1 a siqn p4 I tl 9 df , tabl�ye e ItM1 mp 11 ranyp�rtwlar B
0 Itl p SO�e p n LIry fMeOVme t� Owner'saul�o M ge� iM1eB Id Bce'8 tpe hN51RPll. La�e I t ttlespnatonss�ownon'ntl tl al e CdioNme be
re(or.compressonbuckingonly,nol(orbultlnBsleb'Iiybreurp.AtlEdonaltempo2ryreslranVdegonalbratin0���^ reslablryCUnngmnsWdonsPeresponsElryoH�ei ss'nsteller.
FdEltionll permanent�uiltlinB%�abiliry brzdnB ol iM1e ove211 s�mclure is t�e responsi�ilily of Ne Umeq Ne Orvnah auNOnzetl agenl or the Builtlm8�esi0�er,per Ne IRQ tFie IBC entl
ANSf?Plt'Fmpen rslguitlar¢emgardrpdeAgn�esponvbll �,faG�mlion,q eliryconVOl�,s�oxge,tlelvery eredon lata I sVeintab0 B �slbredng cOn5ulliM1elatasleEtonoH�e "'
IRq�M1eIBC;AN5VTG11,Ne8CSlsum rysM1cet,antlloBC5l�BuilEinpCopnentSalerylnb�maton)avala�leiromSBCNa�xvm.s�unE�sVymmanEerryrelalaQ-nsiatlefon'nNmulion ENGlNEFR/NGc�c
5up0�ie0ln t�ejo0s�e peOage.The W ss tlesiB�er or tri�ss tlesign eiginem(elso tlefine0 as e specialry enpineep is NOT I�e Builtlin0 DesiB�er M�he�uilCinp.
Job Truss TrussType. �ry Ply F:SCHEROBF-ot9
IB0452]6
Bt4C166t2 GE02 GABLE 1 1
JobRMerence o tional
PROBtlILO, MOORESVILLE,IN4615B ].43050tl141013MiTeklntluslneS,Inc. ThOJU1031216-.0530t< PaBet
ID:n8Whz2r8hwraIXSNpufH9syJI7VJ-Nkf LMKuaNVLmy_uft1Db_%i5PCE57X_EFBSRz?n1G
• 4<-o I a-�oa I as-o I 11.i.p
� t-0-0 4-tPb 4-00-8 1>-0
dx6 = Scale=135.3
6
1 Sx4 I I 1.SZ4 I I
]
5
10.00 �?Sx4 I I
1.Sa4 II
B
4.
`� 1.Sx4 II
1 i t5xa II
1.Sx4 II 3 � � � 91.Sx4 II
n� i m
I � o
' ' i s
�� i i
'I i
20 19 18 1� ifi 15 14 13 1Y
t5x9 II i5x4 II i 5x4 II 15r4 II �i5x4 I I �,Sx4 II 1.5x4 II i5x9 II
15x4 II
9 9-0
9_9-0
LOADING(ps� SPACING 2-0.0 CSI OEFL in (loc) I/deFl IJtl PLATES GRIP
TCLL 25.0 Plates Increase 1.15 TC 0.13 Vert(LL) -O,Ot 11 n/r 18� MT20 169/123
TCDL t0A Wmberincrease 1.15 BC �.04 Vert(TL) -0.02 it n/r 120
BCLL 0.0 Rep Siress Ina Ves VJ8 0.10 Ho2(TL) 0.00 12 Na Na
BCDL t0A Code IRC2006/iP12002 (Matrix) Weight;5�Ib FT=20%
LUMBER BRACING
TOP CHORO 2x4 SPF No2 TOP CHORD Struc[urel wood s�eathing tlireclly applietl or 60-0 ac purlins, except
BOT CHORD Dc4 SPF No2 end verticals.
VvE85 2x3 SPF No2 - BOT CHORD Rigitl ceiling tlirectly applietl or 6-0.0 oc bracing.
OTHERS 2x4SPfS�Stutl
REACTIONS All bearings 9-9-0,
(Ib)- Mac Hoa20=-126(LC 4)
Max Uplift All uplifl 10016 or less atjoin[(s)12,17,78,�19,15,14, 13 except 20=1�2(LC 4)
Max Grav All reactions 2501b or less aljoint(s)20,12,16,17,18,19,�5,14,13
FORCES (Ib)-Max.Comp./Man.Ten:-All forces 250 pb)or less except when shown.
NOTES ���_�q�
1)Unbalanced roof live loads have been wnsitleretl for this design.
2)Wind:ASCE 7-05;90mph;TC�L=6.Opst;BCDL=6.Opsf,h=25ft;.Cal II;F�cA B:enclosetl;MWFRS(low-rise)gable entl zone and GC
EMerior(2)zone;cantilever left antl right exposetl;end vertical left and right exposetl;C-C for members antl torces 8 MVJFRS tor
ieactions shown;Lumber DOL=1.60 plate gnp DOL=7.60
3) Truss desipned for wintl loatls in the plane of the truss only. For studs exposetl ro wintl(normal to the face),see Slandard Intlustry
Gable End Details as applicable,or wnsult qualifetl building designer as per ANSIITPI 1.
4)Gable requires continuous bottom chord beanng. -
5)Truss.to be fully sheathed fmm one face or securely Eraced'against la[eral movement(i.e.diagonal web).
6)Gable sNds spacetl at 1-4-0 oc.
7J T�is truss has'been desi9netl for a.10.0 psf botlom chord live load nonconcurrent with any oMer live loatls.
8)Provide mechanical connection(by others)of tmss to hearing plate capaDle of withstantling 1�O lb uplift al joint(s)t2,17,18,19,15,14,
�3 except Qt=1b)20=1 t 2. �
9J This Vuss ls tlesigned in accordance with ihe 2006 Intemational Residenlial Code sections R502.t i.t antl R802.102�and referencetl � �
5tandartlANSI/TPI t. t.it1i11Rf)(t
�0)"Semi-rigitl pitchbreaks with faetl heels"Member entl fixiry�model was used in the analysis antl design of this tmss. 11*�'*�'���� lt��
11)L Adtlitional stability bracing for tmss system,e.g.tlia9onal or X-bracing,is always required. See 4p� �� . E}�. '9,,,
12) BCSIi. `� ��✓'�j4STQj�`+."¢T'„
�3)23.It is eMremely important to pmpery install lemporery lateral restrainl and diagonal brecing,in 1�:.�„�'i L`'¢-'.¢'�9 �
t4) armrtlance wi[h BCSI-B2 a usinB A�opnetary methods(e.g.Btabilizer,etcJ. ` p�-7},�77'�24 �
LOAD CASE(5) Slandartl =
— a • —
% "a`= �STRTEOF I a' �
�i��R��`ti�Q4A!Yt::•••`�1tv���:
'/',`'F���//t I�it4tN����`''```.
July 6,201�
!. wnRNING P� se m anlv (h ^c � r acxn kap t r PmB 'la st a N T nn � m t n a Pma ct Y .v y de 9n o m 1 a e l� in s T ss
a� �.oe e o e ame�rJae� resn �( Dita�of .oyMTx n pi �s nnce tlt m �msa g a gi ee I'a. Tn t a e a e' d' ts
auev�a ceo�respo seiyi m e-:�e �+� c�ewssmmcon ia vnaan � .rnea sq ass ae i e a ar , i omy a rm p in�a yv n i �
e m gsiM v- eib nn w.,fe mern.n�r uuo a g i -mee�ia qce a p Arvsirtvii. ��e i i �e qnae n 'na a i o ecnob e
re kr compress on buckl n8�ly nBt�ar Eu Idmg s�eE I ty braung.Ntltl�onal lemporery reslre nl/tl aBonal braong m"nsu2 stae I y tlunng wnslrvd on-s rtie res0o�s�I ry of Vre Wss bslaller.
AEOImnalpermeneMCul4in0�eElfiybreunpbR�eoveallsllunurelslM1eresponsi011ityolMeOwneqt�eOwnelsauNOnzetlagentor�M1 BuiltlinBDesiB�er,-Oerb�eIRQIM1eIBCantl
ANSIRPII. ForBen IB�Itlanceregerd gtl s8 spon Eltes,faCn�'ation,qualrymnVOl No B tlelivery,ereq I-t alreslreinl tld�9onalb�aa 8� Itt� I�1 1 tlTonoflM1e'
iee,meiec,nNSirtviimesesiwm n�n�i:,e�amrecs��eaam¢ca�emsereyimormaron�a.aaameimsecna�»�...seana�s�dmme�aa�y.aiaiea��sianaronme�aao� ENGlNEERINGuc
supplleE in ibe jobsite pa6aBe.T�e Wsz tlesigner or Wss tlesiB�engineer(elso Eefinetl as a speualry enH��aeQ is NOT iM1e Builtling pesiB�er o'Ihe tiuiltling.
JOb Tf1153 TNSSTyp¢ ��y Ply FlSCHEROBF-019
IB44522]
B1Mt6412 GE03 GABLE 1 1
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I D:nBVJnz2rB�wratK5NpufH9syJl7 W-_osMZPiytuV Mzw%ASMXSBC3kI1QvByw7qhPBwz?M F
�4-0-0 I 'S�3-0 10.3-8 I t5-4-0 20-]-0 2141-0
�1-0-0 53-0 � 5-0-8 5-0�8��. � 53-0 �1�4-0 �
q� = Scale=1;60.9
4
10.00 12
3 I 5
2S 6 5
4'� � 23 4 2U 3 31� 3
I '
3x4 II 1& � 1&� 3•1 1 26 � �� 3x< II
Z 1 28 1 23 6
1 1
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3a4 O g
3�4 II B
19 18 1] 1fi 9-fi� i4 13 12 1110 3� 3x8 �I
� '20.�-0
20.�-0
PlateOHsets(XY): f2:0.2-00-1<] f20:0.5400-L107 �20:61-t20-be�
LOADING(ps� SPACING 2-0-0 CSI DEFL in (lac) I/tlefl Lltl PLATES GRIP
TCLL 25.0 Plateslncrease 1.t5 TC 0.�0 Vert(LL) -0.18 &�0 >694 240 M720 169/123
TCDL 10D Lumber lncrease 1.15 BC 0.52 Vert(TL) -0.43 8-70 >282 180
BCLL 0.0 Rep S(ress Incr Ves VJB 0.34 Horz(TL) 0.01 8 n/a n/a
BCDL 10.0 Code IRC2006RPI2002 (Matrix) -WeighC 1321b FT=20%
LUMBER BRACING
TOP�CHORD 2x4 SPF No2 TOP CHORD Structural wootl sheathing directly applied or 60-0 oc pudins, except
BOT CHORD 2x4 SPF No2'ExcepP end verticals.
9-19:Dc4 SP No.1 BOT CHORD Rigitl ceiling directly applied or 10.0-0 oc brecing.
N�EbS bc45PF-SSNtl'ExcepP WEBS iRowatmidpl 4t0 �
4-10:2�c4 SPF No2
OTHERS 2x4 SPF-S Stutl
REACTIONS All beanngs 10-SB except Qt=length)8=o-3-8.
(Ib)- Max Horz 19=231(LC 5)
Max Uplift All uplifl t001b or less at joint(s)8,19 except 1�=-890(LC2j, 18=-195(LC
5)
Max 6rav All reactions 250 Ib or less atja�t(s)�2, �3,J4, 75, 16, 17, 1 B except
8=556(LC 1'I),10=1216(LC_i),19=650(LC t0)
FORCES QO)-Max.Comp./Man.Ten�-All Porces 250(Ib)or less except when shown.
TOP CHORD 23=�24/91,5-6=397/81,2-19=�83/127,68=459/t30
WEBS 10.20=-753/187,4-20=-003/132,3-20=-277/169,520=287/163
NOTES (y�2)
1)Unbalancetl mof live loads have been consitleretl for thisdesigm.
�2)VYntl:ASCE 7-05;�90mpti;TCDL=6.Opsf;BWL=6�.Opsf;�h=25ft;CaL II;6cp B',encloseQ�MWFRS pow-rise)gable end zone antl C-C
Erterior(2)zone;.cantilever letl antl right exposed;end vertical left antl nghl exposed;GC for members and Porces B�MWFRS for
reachons showq LumDer DOL 7'�,6�plate gnp DOL 1 60 /
3) Tmss designetl for wind loatls in the plane of�the tmss only For studs exposetl ro wintl(normal b lhe face),see Stantlertl Intlustry �/� ��/�.
Gabte End Details as applirable or consult quali(ed building tlesigner as pe�ANSIliPI t. �/
4)All plates are i.5z4 MT20 unless olherwise indicatetl ;tit4�'c4i1tF«tJ� � O
5)Gable studs spaced at t-4 0 oc. s4t ��P f�
6)This truss has been designetl tor a 10.0 psf bottom chortl Iwe loatl nomm�curtent with any other live loads. 4+? S� y ��.�P�
7)Provitle mechani�al connection(by others)of lruss to beadng plate capable of withstantling t00 Ib uplifi aljoint(s)8,19 except QY-Ib) :�' t1 '� "4 -{' �G
11=890:te=195. 4�q�:��{'jtST��4 .�1� `
�8)This truss�is tlesigned in accordance with the 2006 Intemationel Resitlential Code sections R502.tt1 antl R802.10.2 antl referenced � �,' •� ;.
standardANSIRPIt = PF�a�i.��222a = -
9)i. Atltli6onal stability braciog for tmss system,e.g.tliagonal or X-bracing,is aFways required. See =
�o� ecsn. = �a 'a STATEDP ;�Q s
17)23.It is,ezlremely important to propetly install temporary lateial restraint antl diagonal bracing,in 4 yk : .;� �
12) accordance wiN BCSI-82 or using:pmpiietary methotls(e.g.Stabilizer,etc.). �. �,p'•.��dp�p�.t�.;;?��'�� .
LOADCASEIS) Stendartl '/'/',��f Ui!!•1 H44NN�i�i,�`~
July 6,201�
� WARNING ei au+n qniy.re lewin c � r nan i aa m �� �P�a ias�e d m1 im r ma �ran�reea e n n� .v ya sa oa �me� a a i o �nsTNSs
Oeg Wa B tlt� OJRf ceShel( WIQbk useOyMTk cf pAS�sshaUCe tli Ib V tlsg OavnO� � IO.Th � tlsg tl g E' ls
acceplan i p n Elry�o t��J sig tib glet ss p ItleptletlM1 :TM1 tl 'B u�pf I tl g tlY , 1 Elhy d ��Rh p ii -enyp h I e
Eultl g ��� sponsblly It� Owne ��eO.vnef5eulM1O ad geM rlhe8 IJ BD 'Be�PeAN51RPIL�Laleal st idasgna� nss�ovm indi tl I banticM1ONmem�ers
re for wmpress on�cki ng only,no�(or bu IE ng steb I ty b a rrp.Aaditional temporery reSVa nUtliagonal pratln0�o'ns re s�ab I ry Ounn9 mnsW dron 91M1e respons D I h o���e�mss'nstaller.
Atltli�iona(peimandnt Euiltling s�abiliry 6raung ol�he ove211 sWtlure Is t�e responSiGilpy of Ue Owneq IM1e Ownefs autM1Onxetl aBent or IM1e Builtling DesiB^eq per IDe IRQ Ihe IBC antl
AN51/tPl t For Ben I B�itlance re08rtl g tlesign iespons E I t hLn�'alion,Q�al ry 1 I, 1 reg tl I ery,ered ,I t I resVain�anE G ag I� 'ng mnwlt�he la�est ea t on of Ne
iaqineiec,nNSUrPiimeecsi:�meysnee�s,e�em�ecsi�e„na�n9cemao�amsaraymrom�ar ,;�a:anemewmseena�.w....seuee�:vy.�ma�aany�eia�ea�sisuero„�„m,,,,aro� ENG/N�INGuc
'supplieE in IM1e jobsile paGage.The W ss tlesigner or Wss tlesign endineer(also tle0netl as e special�y engineer)is NOT ibe BuilOinB DasiB�er IXiM1e builainp.
�Ob TN35 TfY55 TroE Qh' (��Y FISCHER OBF019
IBa4512B
81416/12 GEOC GABLE 1 1
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ID;n8Wnz2rBhwratKSNpuM9syJ17W-5?�ImbiaPCdDa46N?32hhPc2k3ugwTBHPZtlzjMZ?n1 E
-i-0-0 6-0A 19-2-0 •13-2-�
� 1-0-0 I 6q� • 61 0 , 1-00 � .
qxg - Scale=t.3L0
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3 &� 9
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12-2-0
12-2-0
Plate Offsets(X V): �12:Edae 0.2-87
LOADING(ps� SPACING p-0-0� CSI DEFL in poc) I/tleFl L/d PLATES GRIP
TCLL 25.0 Plates�increase 1.15 TC 008 Vert(Ly -0.00 it Nr 180 MT20 �69/123
TCDL 10.0 Lumber Increase 1.15 8C 0.04 Vert(TLj -0.01 11 Nr 120
BCLL 0.0 ftep Stresslncr Ves VvB 0.09 Hoa(TL) 0.00 12 n/a n/a
BCDL 10.0 CotleIRC20D6/iP12002� (Matrix) WeighC591b FT=20%
LUMBER BRACING
TOP�CHORD 2x4 SPF Na2 TOP CHORD Stmctural wootl sheathing direcUy applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SPF No.2 entl verticals.
WEBS 2x3 SPF No2 BOT CHORD Rigitl ceiling tlireclly applietl or 10.0-0w bracing.
OTHERS 2x4 SPF-S Stutl �
REACTIONS All beanngs 72-2-0.
(Ib)- Max Hoa20=139(LC 4)
M�Uplik All uplift 1�O Ib or less atjoint(s)20.12,�7,18,�9,15,t4,13
Max Grav All reac[ions 25016 or less at joiM(s)2q'12,i6,17,18,19,15,14, 13
FORCES Qb)-Max.Comp./Ma�c.Ten.-All torces 250 Qb)orJess except when shown.
NOTES (10-13)
1)Unbalancedroof live IoaOS have been consitleretl for tfiis design.
2)Wind:ASCE�-O5;90mph;'TCDl=6.Opsf,BCDL=6.Opsfj h=25ft;Cat.II',�P B'.enclosetl;MWFRS(low-nse)gable entl zone and PC
Erterior(2J zone;cantilever left antl rigM exposetl;end vertical leR antl right exposed;GC for members and forces&MVJFRS for
reac[ions shown;Lumber DOL=1.60 plate gnp DOL=tB�
3) Tmss designed�or wintl loatls in tlie plane W the tmss only. For stutls exposetl to wind(nortnal to the face),see Stantlard Intlustry
Gable�End Details as applicable,�or consult qualified building designer as per ANSIRPI 1.
4)Gable�requires wntinuous bottom chortl bearing.
5J Truss to be fulty sheathed from'one face or securely breced against lateral movement(i.e.diagonal web).
6J Gzble studs spaced at 1-40 oc.
7)This Vuss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loatls.
8)Pfovitle meChenlcal connection(by olhers)of tru55 to beafing.plate capable of wilhstantling 1001b uplift e[joint(s)20,12,t7,18,'19,t5,
14,13. 1
9);t Indard ANS RPI�n accor9dance with��e 20069ntem9 tional Residenli9l s edtways r�equi edo See'and R802.102 and referencetl \`l`13�s��t��r'�j
10 1. Adtlitionafstabili bracin forUUSSS stem,e. dia onalorX-bracin
ii) BCSIi. `���.�', '�15T�ryy '�Tr"
t2)23.It is eztremely important to properly install temporary lateral resiraint antl tlia8onal bracing,in � 1 rQ,� F4�;��%
13) accortlance with BCSI-B2 or using proprietary methoos(e.g.Stabilizer,ero.). � g? •�� ;
— : P£-l?Oi2220 y
LOAD CASE�S) Standard . ^ o = ; � =
;,'9:, �S7ATEtFF f���
'S:�.a��'•.y�VDIR"4l:�''ty�f`,�
/!,,`���11fltl l�ita���'1',``
� July 6,201�
� WARNING Feaselhor Bh�Yreviewine C sto ersACknowleepe �orPm9 lesle e eT rtnsrorMawraclureaP e a f .v ye �p param t a e te tn T s
�es g Dma�B ^U�he�J Rehrence S�eet( 03 t4)� b O-ly MT k � � d pl 1 s � II be etl for 1� t d '0 tliaw�g t Ee I Q T� 1 tl 'g tl vn B� 4 t s5�
aaeptanaofrespo wDltyla��e0esig Rbe gl Vus p id ptl tl� - .TM1 tl IB p( ns loetl g tlt� suiteblM tluseoft� mp eritlo anypahwla B
b ItlnO iM1eresponsGlryo�O Ovme 0 O f euth eC BeotorlheB Itl gDesgnerp ANSIRPII. Lete I IrenitlesgnetonssM1amonln0 a IweEa ticM1 N Ee
are br wmpression bucki ng only,not for bu Itl np steEiliry L2c nB�Atltli�ional�emDO2ry resVainVtl agonal D2ung�o insure steb Irry tlunng mnslmcLOn is I�e respons b I'ry ol l�e Wss�nsteller.
Atltli�ional permeneM builtlin8 slebiliry Omung of Pre overzll sW Gure s Ne responsi�ill�y o�I�e Owner,l�e Owneh aulM1OnzeE�egenl or tbe BuilEinO�esigneq per I�e IRC,I�e IBC antl
AN51?PI1�. PorBenerelguitlarrcere9aNinBdesignresponsi0ilities;feOnrsBOqquallrymMml,sloraBe.Dellwry,emclion,leteralreslaintentlCizgonelpaang.wnsull�M1ela�es�etlitionol�pe
Iec;me�6c,nNSirtP�t,ine9eslsummarysnee¢,enerorecsl(6uilaina�omponemsaterylnrormation)aval�ableM1OmsecnaKww.seanous�rymmenaanyreiatedinstauationlnioimation �(�fJ�l�lN(�iCIC
zupplietl in IM1e job9le parkege.T�e Wss tlesigner or.MSS tlesign en9i^eer(alw tlefined as a speclslry enBinee�iz NOT t�e BuIIEInB DesiB�er o1iM1e Eulltlirp.
Jab TNSS TnissType p[y � Ply FISCHEROBF019
18445229
BilH6H3 GE�S GABLE 1 1
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PROBl11LD. MOORESVILLE,IN C615B ]030sOtl1420'13MiTeklnOUSines,ina ThuJU10342fi0]P014 Paget
ID:n8Wnz2rBhwratKSNpuiH9syJ4W-S?�ImbiaPCtlDa46N?32�fiPC013smwUXH22tlzIMZ?ni E
-aa.o a�-i2 �
� OA-0 � 4-8-12 � �
Scale=1:19.2
3>b=
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t5x4 II t5x4 II 5- 4
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4$12
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Plate Offsets(X,Y): f3:0-3-4.0-1-0]
LOADING(ps� SPACING p-�-0 CSi DEFL in Qoc) 1/deFl Ud PLATES GRIP
TCLL 25.0 Plaleslnaease t�5 TC 023 Vert(LL) O.Ot 5-6 >999 240 MT20 t69/t23
TCDL t0.0 Lumberincrease t15 BC 0.�6 Vert(TL) -OA� SE >999 180
BCLL 0.0 Rep Stress Incr Yes NB 0.00 Ho2(TL) 0.02 t2 n/a n/a
BCDL 10.0 Cotle IRC2006/TPI2002 (Matnx) Weight 21 Ib FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPFNO2 TOP CHORD Structural wootl s�eathin8 tlireclly applietl or 48-12 oc puAins, except
BOT CHORD 2x4 SPF No2 end verticals. �
WEBS 2x3 SPF No2 BOT CHORD Rigitl ceiling directly applietl or 10.0-0 oc bracing. .
OTHERS 2z4SPFS Stutl
REACTIONS (Ib/size) 6=256/0.3-e (min.0-1-e),t2=222/0-1-8 (min.0-1-e)
Max�HOa6=73(LC 5)
Max�Uplift6=24(LC 6),12=-0(LC fi)
FORCES Qb)-Msc.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES (�0-13)
�)W ntl:ASCE 7-05;90mph;TCDL=6.OpsF;BCDL=6.Opsf;h=25ft;Cat.II;6cp B;enclosed;MWFRS(low-rise)gable end zone and C-C
Ezterior(2)zone;cantilever lefl antl righl exposetl;entl verticaliek antl right ezposetl;GC tor members and forces&MVJFRS for
reactions shown;Lumber DOL=1.60 plate gnp DOL=1.60
2) Truss designed for wind loads in the plane o![he tmss only. For sWds exposed to wind(nortnal to t�e face),see S�andard Industry
Gable Entl Details as applicable,or consult qualifetl builtling tlesigner as per ANSIlTPI 1.
3)Gable studs spaced at 1-0-�oc.
4)This huss has been tlesignetl for a t0.0�p51�oltom chortl live load nonrAncurrent wit�any other live loads. '
5)Beanng atjoinl(s)12 wnsiders parailel to grain value using ANSI/TPI`i angle to g2in fortnula. Builtling tlesigner shoultl veriry cepaciry
of beanng�surface.
6j Provide mechanical�connec[ion(by others)of truss to bearing,plate aljoint(s)�2.
7)Provide mechanical connec[ion(by others).of truss to beannp plate capable of withstanding 1001b uplift al joint(s)6,t2.
e)This tmss is tlesigned�in accordance with the 2006 Intemational ResidenUal Code seclions R502.t 1.t and R802.102 and reterenced
standard ANSI/TPI 1. ,
9)"Semi-rigitl pitchbreaks with fxed heels"Member end fxily model was used inlhe analysis and design of lhis truss. -1'itSilt:tt/
10)1. Additionai stabilily bracing for truss system,e.g.diagonal or X-bracing,is always required. See 11q�3xt�/��,��F,H !u�/I��r�
�'I� BCSI'I. �`\y4�aV�� V`T,(rl�
t2)23.It is e�ctremely importanl to properly install temporary leteral restreinl entl diagonal bracing,in ` �,.• ,:'�y�ST��`'-,. J. r�
13) acmrtlancewiM BC51-62 or using proprielary methods(e.g.Stabilizer,etc). i�1:�,ti (ctj�;��i
LOADCASE(S) Stantlard — e FE-73fli2224 '; '
a • '
STAT£O� ?�T s
'` '�a,a��'`:�NDIP.*i!'r•'�i�.
, ','',,'fi t�7�7 t(I I�t 4 4���i i`,```4�
July 6,201�
� WARNING PI saN Bhly '��IM1 C t fsACknawl Eg� � (P B IE51 deNTe sfo ManutaduratlProd cis f rin.V fytl 'B P � tl tl We Ili Trvss
�e g D ' p tllheDJR� w5he t� .ObiC)b be .O tyMT k cl rplebs � Ilbe eOforlM1 1 tl 9 tlre 0� � Id Tli � G �B 4�g ndwtes
accepta ce lrespon �Ityf ID aenig flh ' gl ims p tEepdetl� ' .T� CesB P� I tl g tl( n il �I�yaoO seolN com0 �� � �YPatl�cular �
DuIEnBSIMresponsblyoflM1ePxne Ih O f eNhonzetlagentort�eB 'IOngDe5g0erpeANSI/TPI1. Lalealres�2 �4 gaL � n'nd '� I E nErlioNmamEers
re lor wmpreu on buckl ne only nol fo Eu Id ng�sla�ilily E2anB�A4�1 onal tempoary reslra nVe aBO�al�aong to'nw e steb I'y OunnO���Nn on's 0e respons E I ry ot��e Wss bslaller.
pEEllional pe�manehl�NI�inB%�e�iliy�7song ot ibe bvarell slmtlure Is t�e responsi�il�y of��e Ownep Ne Ownefs aNborizeC egen�or t�e BuiltlinB�esigne[per Ne IRC.Ue IBC ana�
ANSI?PI1. Fwgen lguitlenceregeN�gtlesignresponstilitie5,�abntation,pualyrqn�rol,smBe41 ry, NonlateralreslrantentlEegonelbreang�consulltM1elalesltlT fIM1
iec,meiee,nr�simii meeesisummarysneets:anemrBCSileune�nacomponentsaieryinrormaron)avaiamermmseenatwa,dstunausM�manaa�ryreia�ea�nstauaeon'nro�mation ENG1NfERfNGeec
suppliea in ine jotisite padaBe.TTe Irvss eeze�er or imss aesign enBineer(also aefinatl as a specialry enBinaer7 Is NoT ine Buileing�esigner ol ine euilEing.
Job Tmss TrussType Oty � Pty FiscNEROBF-oig
1944_230
BL4t6a12 J01 GABLE 1 t
Job Reterence o tional
PROBUILO, MOORESVILLEIN9615B 1430sOtl142013MiTeklntlusineS,Inc. T�uJU1031238:082014Pege1
ID:nBVvhx2rBhwra�KSNpufH9spJi7W-w8_7_zjCAVm4CEhZ2nZwDtl9DUTE26MQHDNWGOZ?ni D
-1.0-0 I 3J-� .. .
� 1-0-0 33-0 �
i5x4 I I Swle=121.1
5
1.Sx4 II
io.ao iz
a
I
I.5%4 �I �
t-5
3
4-1
� 2
}8
I � 69
1
9 B � 6
3x8 II t5x4 II 1.5x4 II
15x4 II
.LOADING(ps� SPACING 2-0-0 GSI DEFL in (bc) I/tlefl Ud PLATES GRIP
TCLL 25.0 Plalesincrease 1.15 TC 0.08 Vert(LL) 0.00 1 n/r iB0 MT20 ifi9/123
TCDL t0A Wmberincrease 1.t5 BC 0.�3 Vert(TL) -0.00 1 n/r 120
BCLL 0.0 Rep Stress Incr Yes WB O.W Ho2(TL) 0.00 6 n/a n/a
BCDL 10.0 Cotle IRC2o�6/iP12o02 (Matriz) Weight.�61b FT�=2o°Jo
LUMBER BRACING
TOP CHORD 2x4 SPF'No2 TOP CHORD Strudural wood sheathing tlirecty applied or33-0 oc pudins, except
BOT CHORD 2x4 SPF No2 entl verticals.
WEBS 2z3 SPF No2'Except' BOT CHORD Rigid ceiling directly applied or�0.D-0 oc brecing.
5-6:2x4 SPF-S Stutl �
OTHERS 2x4 SPF-5 Stud
REACTIONS AII bearings&&0.
(Ib)- Max Hoa9='104(LC 5)
MaxLplift All uplifl 100 Ib or less at joint(s)9,6,7 except 8=-101(LC 5)
Max Grav All reactions 250 Ib or less at joint(s)9,6,7,e
FORCES (Ib)-Max.Comp�/Max.Ten.-All forces 250 Qb)or less except when shown.
NOTES (g�2)
t)Wnd:ASCE 7-05;90mph;TCDL=6.Opsf;BWL=6.Opsf;h=25ft;Cat II;Etp B;�enclosed;MVJFRS(low-rise)gable entl zone antl GC
6cterior(2)zone;cantilever left and tlght exposetl;end vertical leR end right exposeQC-C for members aotl forces&MWFRS for
reactions shown',Lumber DOL=1.60 pfate grip DOL=1.60
2) Truss designetl for wintl loatls in t�e plane of the truss only. For studs exposetl to wind(normal ro[he face),see Stantlartl Intlustry
Gable End Details as applicable,or mnsult qualifietl building deslgner as per ANSIRPI 1.
3)Gable requires continuous bottom chortl bearing.
4)Truss to be fully shea[hed fmm one face or.securely braced against latersl movement(i.e.diagonal web).
5)Gable studs spaced�at 1-40�w.
6)This tmss has been designetl for a 10.0 psf boriom chord live load nonconcurrent with any other live loatls.
7)Provide mechanical connection(by others)of Vuss to bearing plate capable of withstantling�00 Ib uplift at joint(s)9,Q 7 excep[Qt=1b)
8=701. �
8)This Iruss�is designed in accordance wilh Ue 20�6 Intemational Residential Code sections R502.1 L'I antl R802.1�.Z antl referenced
standardAN51/TPI1. y4ll741��ti111 �j
9)t Addilional stabiliry bracing for tmss system,e.g.tliagonal or X-0facing,is always required. See 1i�i�'' ��FN ,lr�
10) BCSIL ,�w� J� , r+�. ?,.f
11)23:It is e�ctremely importam to propedy install temporary lateral restrainl and tliagonal bradng,in � �,.`��STt��,"�j.r�
12) accordance with BCSI-62 or using proprielary methods(e.g.Stabilizer,etc.): �� �4,{G F�•,(n�r
LOADCASE�S) Standartl ; RE-?)Q72220 ; _
. ~ o ': STATED� :�Q ^
~''.,.g�,t��''•ti!Y6lA°t'' :`yv+':
.r
.• ,� ,
'''''��///t�lt��i+tiGz»��1�
July 6,201�
t. WARNING PI�-se1M1 BM1Iy " wiM1 C t r Ackno-wl EB to�Pr B�Itl51s d tlTertnsforManulacmreaP tl n f .V yJ� -g pa m� tl tl te �F T
B�� OegO ' 8 tlt� DJRi ce5het� �03t4)Ef .OtyMTk ct pltza�allEeusetliorlhl E pOrewigiEe I'dTT' 1 �O 'Bdewig' E IS
a pN ceol spon Ol�ylo 0 tlesg oftb pl Ws p Itlepd eh - .TM1 tl �gnassump(ons loatl g tlf t bl�ya E IlM1' p tl yp�N I I
� Itl g me ppSbltyofNeOwr�e U Ownl53WM1 -M gG10/II�eB 'Id g� �8 rperAN51/TPIi La�¢ldl2td ttl5g � SM1�I �nQ�tl I bdtlCFON �e
re br mmpression bu61 ng onty,not for�u Itl n0 slability OaunO-AdE(onal tempo�sry reslra nVd aponel brec ng�o'nsure stab I ry tlur ng wnsiKlbn's ihe respons E'I ry oi��e Wss'nzlallar.
Atltlilional permanenl EuilEinp stabiliry bredn0 of��e ove211 sirvdure is IM1e respons�biliry oi iM1e Ovmer,fie Owne(5 aNM1Onzetl agent or 1he Builtlin0�esigneq per iM1e IRC,ihe IBC entl
NNSIRPIA. PorqeneralpuitlancereBaNinB0esi8��esponsbili�ies,fabn�'atron qualrycoMrol sloa9e tlelivery,ereifo ,la�eralresVain�s tl0iapo^al�2ung consullt�elalestedi noft�e
IRC;I�e19C,PN51RP11,Ne8C51summarysM1eeR,enBlorBC51(BulEingCOmponenl5aferylnfo 1 )avella�leM1�m59CAalwwx �'DUSIry.m aneaM�elatetlTSlallt 'nioimalion ENG/NEER/NGuc
dupplietl in t�e jo�site parkeBe�T�e VusF tlesigner or W zs tlesi8�engineer(also tlefinetl es a speciely enBineer)is NOT ihe fiuiltlinB DeziO�er of ihe Luiltling.
Job Tiuss TnissType pty Ply FISCHEROBF-m9
18995Z31
814416012 J02 Jatic-CloseCTmss t 1
Job Reference o tional
PROBUILD, MOORESVILLE,INi6158 ]450sOtl142013MTeklnOUSineS,Inc. TM1WU1031226'.�8201< Pa9e1
ID:nBVvhz2rBhwratKSNpuM9syJ17W-wB_7_zjCAVm4CEhZZnZwDtl9CPTDOhcn�HDNWGoz?n1 D
-1-0-0 I 14-13 I 33-0
1-0-0 1-]-13 � i-]3 �
3x4= $rele=1'.14.1
3 4
x I I
3a
5000 12
4
as
�
2 1-3
2
1 b6 �6
l
� 5
2x4 O
6 3x8 II
1-7-13 .3J-0
L]-13 ' 1.7-3
P�ate OHsets(X V): �3�.0.2-0 0.b13� �5�0.2-0 0.0-67
LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/deFl L/tl PLATES GRIP
TCLL 25.0 Plateslnaease 1.15 TC 015 VertiLL) -0.00 5-6 >999� 240 MT20 197A44
TCDL 10.� Lumberincrease 1.15 BC 0.07 Vert(Ty -OA� 5-6 >999 �80
BCLL 0.0 Rep Stress Incr NO VJB 0.00 Horz(TL) -0.00 5 n/a n/a
BCDL 10D Code IRC20�6/�PI2002 (Matrix) Weight 11 Ib FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD Sbuctural wood sheathing tlirectly applied or 3-3-0 oc purlins, except
BOT CHORD 2x4 SPFNOI end verticals,antl 2-0-0 oc pudins:3-4.
VvE65 2x3 SPF No2 BOT CHORD Rigitl ceiling directly applietl oF 10.�-0 oc bracing.
REACTIONS Qb/size) 6=237/03-e (mirt 0-1-8),5=132/0.��8 (min.0-b8)
Ma<Horz6=69(LC 4)
Maz Uplift6=-54(LC 5),5=40(LC 4)
FORCES Qb)-Max.CompJMaz.Tert-All forces 250 Q�)or less except when shown.
NOTE$ (it-14)
i)Wnd:ASCE 7-05;90mph;TCOL=6.Opsf;BWL=6.Opsf;h=25ft;Cat.II;6cp B;enclosed',MVJFRS(low-rise)gable entl zone;�qntilever
left and dBht exposed;entl vertical lefi and right exposeQ Lumber DOL=1.60 plate grip DOL=7.60
2)Provitle adequate drainage to prevent water ponding.
3)This truss�has been tlesigned for a 1a.0 psf boriom chortl live load nomm�wrrent with any o[her live loads.
4)Beanng at joint(s)�5 considers parallel to grain value using ANSI/TPI 1 angle to grain fortnula. Builtling tlesigner should verify wpadry
of beann9�surtace.
5)Provide mechanical connection�(by others)of tmss to bearing plate atjoint(s)5.
6)Provide mechanical conneclion(by others)of hoss to bearing pla[e capable M withstantling 100 Ib uplift at joint(s)6,5.
7)This truss is designed in accortlance with the 20061ntemational Resitlential Code sec[ions R502'I1.Yantl R802�02 and referencetl
stantlard ANSI/TPI 1.
8)Graphical pudin�represenWtion does nol depict the size or Me orientalion of ihe pudin along the top and/or botlom chord.
9)Hanger(s)or other connection tlevice(s)s�all be pmvided suffcient to support concentrated loatl(s)23 Ib downand 33 Ib up at t-7-13
on boriom ctiord. The design/selection of such connection device(s)is Me responsibiliry ot others.
10)In the LOAD CASE(S)section,loatls applied to the face of t�e truss are noted as fmnt(F)or back(B). /
11)1. Adtlitional stabiliry bracing for tmss system,e.g.tliagonal or X-bracing,is always required. See `�i�tt:��+�f.(7t�tt�tf
12) BCSIi. 44�i CJ�.�rl r�//
13)23.It is estremely,important to propetly insWll temporary laterel restraint antl tliagonal brecing,in �+. '� �Y�. ir
t4) accortlance with BC51-82 or using proprietary methods(e.g.Stabilizer,etc). J� � '�g7E°a..'{'�.''�
���P.�E6 RF4,`� .
LOAD CASE(S) Standard
.; FC 3 �.'9;
t)Regular Lumber Increase=1.15,Plate Inuease=1.15 � gF-2�Q�222{! `
Unifortn Loads(pl� � ' _
ven:i-z=�o,2-a=-�a,a-a=-�o,s-s=za % q 2: 57ATEQF :� ¢� �
Concentraled Loads(Ib) % �} • . .:y �
Vert:7=18(F) i,�+,1,£•-.�lyQlp,!Y,F.>'�ui �
1
. /�!'/�����5���f�At,�i'��Yl,``
July 6,201�
t. WARNINC P�easelFi gnly lewin c m r A xnowkea. � �PmB laste aaNT rtn r M fanureeP a d ro .v rye �q pa � a a ot iM1 T s
d6 pe gn p2 A a tl�M1e D J Refe ce Sb t( .03 14)E i .'J ly MiT k qw pla�es M1 II be ed f iM1 t d '0�0 0� � I d. Th V s tle�8 tl g- d less
sae0�ce �responsGlrybtlM1etlesignof�h s pl W s p tOaptleO� T� de�gnass mpto s l a e tlt� s �blty tl fiM1 p Mfor yp�rf�l r e
E le 0 �� spons�IryofM Owne Ih Own f uthonz� 0 torl�eB Itl B�sgnerpe ANSI?PIL L t Ireses Itle-g at M1 �ntl tl I E ticboN � bers
refor[a prasionburklrgonly,notfo E Adm03�atility�racng.AUtl�onal�empoaryre5�rzinUd gonalbraunglo'ns establyEunnB����uclon'siherespons�IryollM1e�mss'nstaller.
Atltlilional peimanent buiklnp ztabillry breun8 of iM1e overell sW cW re Is t�e responsi�iliry ol Pe Ovmeq I�e Umefs autM1OnzeE aBan�oct�e BuilElnO DesiOneq perAe IRq iM1e IBC antl
AN51/TPI1. Porgene218uitlancerepaNnBtlesgnrezpon b'If ,f Iretion qual'h���mi sloa8 �e I ry pion,lateralreslrein�antldagonalprzcng consNU�elatest dlonofNe
iec,meiBC,nNSirtPii,-meecsisumma�ysneetsanvorscsi(eumina�omponentsaierymmrmaron�evaiameaomsecnatwm..seone�n�y.mmanaanyreiatee'ns�anaton�inrormatron ENG/N�EER/N(�aCdC
supplied In iM1ejobvte packaBe�The��ss OesiB�er or Imss EesiB�engineer(also tlefinetl as a speualry engineer)is NOT Ihe Buildug Designer ot I�e Euiltlirg.
JOb TN55 TN55 TroE Q(Y P�y FlSCHER OBF019
IB44432
B1141fi412 J03 Jatic-CbSetlTmss 20 1
Job Reference(oofonall
PR06UIL0, MOpRESVILLE,IN46158 ]030sOtlt<2013MReklntluslnas,Inc. ThuJU103122fi'09201< Pagei
ID:n8Whz2rBhvrtaMSNpuM9syJl1 W-ON WBHkqxpuxqNFAU49mqhOWSZB000aVVi63oEZ?ni C
-'I-0-0 I 3�3-0
1-0-0 3S-0 �
1 Sx4 I I Srale=121.1
3
100� 12
�
1-9 �
` Z
� R'
1 I 4'S �-To
� Q
1.5�4 �i
5
3x8 II
33-0
3-3-0
Plate Offsels(X Y): f4:0-2-�0-0-fi�
LOADING(pyfl SPACING 2-0-0 CSI DEFL in Qoc) I/defl Utl PLATES GRIP
TCLL 25.0 Plates Increau L15 TC 0.12 Vert(Ll) -0.00 4-5 >9B9 240 MT20 197/144
TCOL '10.0 Lumberinvease 1.t5 BC 0.04 Vert(TL) -�.01 4-5 >999 180
BCLL 0.0 Rep Slress Incr Yes NB �.00 Hoa(TL) 0.00 4 Na Na
BCDL 10.0 Code IRC2006RPI2002 (Matnx) Wei9ht:1316 FT.=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHOR� StrucWral wootl sheathing directly applietl or 33-0 oc purlins, ezcept
BOT�CHORD 2x4 SPF No2 entl verticals.
WEBS 2x3 SPF No2 BOT CHORD Rigid ceiling tlirectly applied or t0.0-0 oc bracing.
REACTIONS (ib/size) 5=228/43-8 (min.0-1-e),4=123/0.1-8 (min.0.1-8)
Max Hoa5=105(LC 5)
Max UplikS=-26(LC 6),4=-39(LC 5)
FORCES Qb)-Max.Comp./Mau.Ten.-All fofces 250(Iti)or less excepi when shown.
NOTES (7-10)
1)1Mnd:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6Apsf;h=25k;Cat.II;EzpB;enclosed;MVJFRS Qow-rise)gable entl zone and GC
6cterior(2)zone;rantilever lefl and nght exposed;entl vetlical left antl right ezposed;GC for members and forces 8 MWFRS for
Feactions shaxn;Lumber DOL=1.60 plate gnp�DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load�nonconwrrent with any other live loads.
3)Bearing at joint(s)4 considers parallel to grein value using AN51/TPI 1 angle lo grain formula. Building designer shoultl verify capaciry
of beanng surtace.
4)Provitle mechanical connection(by others)of.truss to bearing plate at joint(s)4.
5)Provitle mechanical connection(by others)of tmss to bearing plate capable of wilhstanding 1�0 Ib uplitl et joint(s)5,4.
6)This truss is designetl in accortlance with the 20061nlemational Resitlential Code sec[ionsR502-11.t antl R802.102 and referenced
standartl AN51/TPI t.
7)1. Additional slability bracing tor.truss system,e.g.diagonal or X-6racing,is always requiretl. See
B) BC511.
9)23.It is e�(tremely important to properly install temporary laleral restrainl and diagonal bradng,in
10) accordance with BCSI-B2 or using proprietary methods(e.g.Stabilizer,etcJ.
LOADCASE�S) Standard \;��ij������ij �j� �
�} t
\���` ��,...-.»"•�. �` �jr
�..�P���tS���FO'�".��`,�°
;� P£-i10i2220 ;
P V �
S'ATEf}F ? � w
. 'gQ,c�°':!/v0#AKA,r'��i�••`'
r''''/'���//y�!ltl�i Lt`NGt�`~`,�
July 6,201�
� WARNING PleaxN ro gM1ly ' �M1 C t ( Ackn 1 tlg. 1 (P 8 ItlSta tl MT f M f a retlP tl q � .V rRyd �g p el 0 tl 1 IOST s
De g D 9 tlO�eDJRt S� 1( .03-i4)b! .OIyMTk tl plls nllbe tll t� t C g O 0� ce IdTti t tl �q tl q" d les
pla 1 s0on �Ityf ��ihetlesi8 olAe � gl t �ss p �O pqe0� ' .T� E 'B P� �I tl q tll ��tablly tl I�ti p 1k nyp Ral e
b Itl g 5�h � pon E I y i 1� Owne ID Own l ulfio M p 1 t� 8 Id g pe"g pe ANSIRPI i �L t I t t d B�aL M1 nd"'tl I � tl rh N be
aeforcompressonbcklnOonly;notforbultln0steb'IrybreungAEEfonalte poraryrestam�Cagonalbrzungto�nsurestablrytluringconslmYOn'sl�eresponsb'IryofIDeWSS'nslallar.
NaOtonalpermxneMb IOmgstabiliryb'aung ftM1e arall � d �s��eresp 'b'Iryof�heOVm t� Own� aut� " e g t 1� s ie goese er0enpeIRC�M1eIBCaO
aNSIrtPI.t.FOr gen iffi guitlaue reyaNinp ae9pn respons M14e>,ta0n�ation q aGiy wmml,sto g tl I ry red I t ml rezve nt e d p l e tln0,��sult Ine letest d Y n f N '°
IRQt�eIBC,'NNSI?PIt,NeBC5lsummarys�eelsanebrBC51(BuiJinO�mponenl5aferyln0rtna(on)avala�lelmmSBGAatwwwsbuntlus�ry.comanEanyrelaletl�ns�allalonb�ormalon �Ca�N��NraLLC
wpPlieOinlM1ejoESitepekeBe�The�NSStlesignaro�irvutlesipnenpineer(elzoEefneOasaspecialyen8ineer)isNOT(be6uiltlingDesiB�erolt�e�uilaing. '
JOb TNSS TNSSTyp2 ��y Ply FlSCHER09F019 "
IBC45233
810416N4 J04 JeG-OpenTrvss 1 1
� Job Reference o tional
PROBWLD, MOORESVILLE,IN 46158 � ]43050tl1<2013MiTeklntlusGes,lnc. T�uJU1 03 4 2809 2014 Page1
ID:n8Whr2�BhvrtatK5NpufH9syJ17W-ONWBHkqxpuxaNF17U49mqhOFSZY000aVJ163oEz�n1 C
-i-0-a I vio-i �
' �-o.o t-ia7 '
Scele=u2]
4
3
BDO 12
d
2 14
2-]
�
6'
I i S]
8
� 3n4 II 5
1-00.9
' 1-10-]
LOA�ING(ps� SPACING y_p.p CSI DEFL in Qoc) I/tlefl Ud PLqTES GRIP
TCLL 25D Plateslncrease t15 TC 0.08 Vert(LL) -0.00 7 >999 240 MT20 t97/144
TCDL 10.0 Lumber Inuease 1.15 BC 0.02 Vert(TLj -Q.00 7 >939 78o
BCLL o.� Rep Stress Inci Yes WB �00 Horz(TL) -0.00 3 n/a n/a
BCDL t0A CodeIRC2006/iP12002 (MaVix) Weight:6lb FT=20%
LUMBER � BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD S[ructural wooQ sheathing tlirectly applietl or 1-10.7 oc purlins, except
BOT CHORD ?x4 SPF No2 entl verticals.
WEBS 2x3 SQF No2 BOT CHORD Rigitl ceiling direRly applied or10.0.0 oc bracing.
REACTIONS (Ib/size) 7=t76/0.3-e (min.0-i-e),3=38/Mechaniwl,6=15/Mechanical
Max Hoa7=74(LC 6)
Max Upl'rf[7=-28(LC 6),3=23(LC 6)
Max Grav7=176(LC�),3=38(LC�),6=37(LC 2)
FORCES (Ib)-Max.Comp.lMax.Ten.-All forces 250(IC)or less except when shown.
NOTES (69)
1)Wintl:ASCE 7-OSI 90mph;7CDL=6.Opsf;BCDL=6.Opsf;h=25ftj Cat II;6cp B',enclosed;MWFRS�(low-rise)gable end zone antl C-C
6cterior(2)zone�,cantilever left and right exposed;end vetlipl lett and nght exposeQGC for memCers and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate gnp DOL=1.60
2)This truss has been tlesigned for a�0.0 psF 6ottom chorE live loatl nonconcurrent with any other live loads.
3)Refer to girtler(s)for truss lo truss connections.
4)Provide mechanical connectiod(by others)IN truss to tiearing plate capabie of withstanding 1001b�uplift aljoint(s)7,3.
5)This tmss is tlesigned in accordance with the 2006 Intemational Resitlential Code sections R502.11.1 antl R802.1�2 and.referencetl
sfantlard ANSI/TPI 1.
6)1. AtlCitlonal stabiliry bracing for truss system;e.g.diagonal or X-bracing,is always required. See
7) BC511.
e)23.It is extremely important to properly install tempofary lateral res(raint and tliagonal bracing,in
9) accordance with BCSI-82:or using propnetary.methods(e.g.Stabilizer,etc.).
IOAD CASE�S) Standard �
1t$�.113i11RttfipJ
���t�,����Sp�`•ti��{'�Fr`/r
°�2-�,;�'�cf' �`�6¢'�'t�'P�i
— p PE-710i2224 ':
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July 6,201�
A wnRNINC Pi ase m ro a��y 'ie`A'm c stomer Acxnowl ege ent or pma 'Ie s�e a e T rm r Me utaaoree a a a r � .v ry a g p me� e a ote tn' T uss
��� DSgnDa gntlOieDrJRefercnce5het� 4314)bf .OIyMTekm ed pll � Ilbe tlt t� 1 dsi94 B� ce IJ.Tlist E gErax+ B� d �s
ccepla ofr¢s0on blryl I�eaesig ofiM1 B�?wss�mpo Itl pae0� re .TM1 tle'B Pt s IoaE g tl( , tablly tl flli p e ii enyp N lar D
bultl g PieresponmElryoflM1eOVme�t�eOwnefsautbo ee B �� ��heB Id BD 'g pe ANSIRPII. lsle 1 t (a sgre4 ss�cwnon'ntl 'O Iwe�anOUON � Cers
arefo� mpression�cklnBOnly,notlmbultlngstaEilllybrecnOA�tionaltemporeryrestranVtliagonalb�adn0�olnsureslaElytlunng �slruclioni50eresponzblryoflM1etmssbstaller.
Atltli�ional pemvnent Ouiltlin8 stabiliry Oretlng of t�e ove211 sWtlure is t�e responsibllity ot iM1e Owner,tM1e O.mets eut�orize0 a9e��or ttre BtilWlnfl Oee�gr�er,pu tne IRq lhe I8C an5
AN51?PI1f ForBe^e�IguidancereBarEngtlei0�responstilif '�Cn�etiory�q Iryco t I slo 8 ,e I ery e6tl n,letarelresvsinla tld gonalLredng wnsult�M1elatest d( -tt�e °
IRF�M1eIBG,ANSIRPI1,V�eBCSlsummarys�eels,anOlorBG51(BUltlingCOmponanl5afelylnlortne4on)avala�lehom56GAetv.v.v+. E' tlsiry.comantlanyrelaletl'ns�allaton-nfoimation ENGINEd7MG�cc
supplled In Vie jobsite paGeOe-T�e W ss designer or hvss�esiB�enBineet(also tle6naE as a s0ecalry engineer)Is NOT��e BuiltlinA Designei of 0e Gwltling.
Job Tniss TmssType �ry Pfy FlsCHEROBF-m9
IB145234
815C16911 Jo5 Jad-ovanTrvss 2 1 �
JobRefe�ence(oofonal)
PROBUILD, MOORESVILLE,IN 46158 ]C30sOtl142013MiTeklntlusines,lnc. TImJU1031226:092014 Page1
ID:nBVJnz2fBhvrtatKSNpuM9syJ17W-ONYVBHkq�uxqNF17U49mqhOVSZqO00aVN63oEzPn1 C
4-�-0 33-0
�1-0-0 � 33-0 �
2x4 I I Srale=1]1.1
3
10.00 12
�
1-3 q ! �
h
� 2
� � I a5
1
I 4
5 55x4 11
3x8 II
33-0
330
Plale Offsets(X Y): f3:0-3-5 0-0-0�
LOADING(pg� SPACING Z-ao CSI DEFL in (locj I/defl L/d PLATES GRIP
TCLL 25.0 Plateslncrease L15 TC 0.72 Vert(LL) OA1 45 >999 240 MT20 1971t44
TCDL 10.0 Cumberincrease t15 BC 0.�6- Vert(TL) -0.01 4-5 >999 18�
BCLI 0.0 Rep Stress Incr Yes NB 0.00 Hoa(TL) -0.01 3 n/e n/a
BCDL 10A Code IRC2006liP12002 (Matrix) Weight�31b FT=20%
LUMBER BRACING
TOP CHORD 2z4 SPF No2 TOP CHORD Structural wood sheathing direclly applietl or 33-0 oc pudins, except
BOT CHORD 2x4 SPF No.2 ehtl verticals.
4VE85 7�c3$PF No2 BOT CHORD Rlgitl ceiling tlirectly applietl or t40-0 oc bracing.
REACTIONS Qb/size) 5=228/0.3-8 (mim.0-1-8),3=90/Mecnaniwl,4=33/Mechaniwl
Max�HOrz5=1D(LC 6)
Max�UpliftS=-1(LC 6),3=-58(LC 6)
Max Grav5=228(LC i),3=90(LC 1),4=58(LC 2)
FORCES (Ib)-Max.AOmp./Mav.Tea-All forces 250(Ib)or less ezcept when shown.
NOTES (����
1)Unbalanced�roof live loatls have been wnsitlered for this design.
2)W nd:ASCE 7-05�,90mph;TCDL=6.Opsf;BCDL=6.Opsf,h=25ft;Cat.II;Fxp 8;enclosed;MWFRS(low-rise)gable end zone antl C-C
Exterior(2)zone;cantilever IeR antl'ri9�t exposetl;'endbeNwl leR and right ezposedGC for mem�ers antl forces 8 NNVFRS for
reactions shown;Lumber DOL=1.60 plate�gnp DOL=1'.60
3)This truss has been designed for a 10.0 psF botlom chortl live load nonconcurrent with any oNer IiveJOatls �
4)Reter to girtler(s)for truss to truss connections.
5)Pmvide mechanical connection(by others)of Vuss tobearing plate wpable of withstantling4001b uplift al joint(s)5,3.
6)This tmss is tlesigned in accortlance with the 2�O61ntemational ResitlenEal Cotle sec[ions�.R502.i 1.i and R802.102 antl referencetl
stantlartl AN51/TPI 1.
7)Gap between insitle of top chord bearing antl firsl tliagonal or vertical web shall not exceetl O.SOOin.
e)t, Atltlitional stability bracing for tmss system,e.g.diagonal or X-bracing,.is always requiretl. See
9) BCSIL �
10)23.It is entremely important to propedy install temporary lateral resVaint and tliagonal brocing,in �
�}� accordance wiN BCSI-B2 or using proprietary methotls(e.g Stabil'rzer,etc.).
LOAD CASE�S) Standard ..t���4i�a��PH7 t� ,l, `
: � °F�-%,
l��q-���GiSiEy��4.�.���
— ; PE-llOi2220 y
a • —
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�i��6"tS'7� iA y3�t,iy,y��`i
July 6,201�
l. WARNING PI seln o gnly e ewtne C stom fsACkn I eg emorPr B IesfanaaNTe fo M faclureeP a d f .V rytl g p et ereaa oleso iti Tmss
d� DesB�D2 � 8 tlIM1eDJRf ncesneel(re.Ob14)Ero .DIyMTx v� plates hllbe �tll N 1 asg tlra g� be IdTh f e 'B aaving- E Is
pla of sp blryf �heEesig ft� �nB�eWSSm Dq iEpQetlM1 ' .T� aeign 55 p( '1 tl p df '1ablilyenE R� p� IkaypaRwla e
b Itl B t� responsblryot�� Owne �h OvmsY aumorzeeagerto i�eB Id Bce�9 erp ANSI?PI1 la� I t nitl sgn 1 M1 ntl tl al ti tichoN em�e
ere for wmprev on EucMi ng only,no��or Lu Itl nB stati liry braanB-A�0(onal lempo2ry reSVa nt/tl aBOnal breong to'nsure 51ab liry tlunng wnsW tl on s I�e respons�I ty of�M1e irvss�nstaller.
Atltli�ional peimanent EuiMing staEillry�iatlng of 0e ov¢211 simdure Is Ne responsi�ilily o!Ne O.meq Ihe Ownefs autM1OUreE agen�or Ihe Builtling Oesignet,per the IRC,Ihe IBC antl
ANSI?Plt For9ene218 itlanceregaNngOesgnrespon �IYes,faoncation qualrywnlmi sto B ,delvery,eredon IeterelresVant� Gd�aSOnalbxung consult�belatesladironoHM1e '°
iRC;meiac,nrvsirtcii,meecsis�mma�ysn��sa�ma.ecsi�e�aemacom�nemsareymro�u �a�auamerromsecnai�.ou�a�snmma�ea�yrew�eems�we��mm�uo� ENG/NEERfNG[m
suppnee'�n ms joosi�e pecweye.lne wss ees�e�er m wss aes�gn enq�neer(eiso dennea as a spec�airy ene��eer)'�s�uonne euua�nq oes�gne,anne ouimmg.
JOE TN55 . TNSSTyp¢ Qly Ply FISCHEROBF-018
IB045235
BI�H60t2 JOB Jerk-ClosetlTmfe 1fi 1
Job Reference tional
PROBUILD, MOORESVILLE.IN 1fi15B ]�3050d1420t3MReklnEUSVies,lnc. iM1UJU10312'l6]0201e Paget
ID:n8Wnx2rBhvrtatKSNpuM9syJ17VJ-te6tPERi70oRXqxhCeO12E2 GM7rGjkXSCKhz?n18
-1-0-0 1b-0
i-0-0 � 2b-0 �
1.5x4 I I S�ale=1;1],g
3
J
,o� ,2
W
4 q
� a �
1-3
� �
a; �
al ' °'S le
9
I 1.Sxd //
5 3z8 II
�
Plate Offsets(X,1�: �4:0.2-0,0-0-fi�
LOADING�py� SPACING p_0-0 L51 DEFL in Qoc) I/deB Utl PLATES GRIP
TCLL 25.0 Plateslncrease t.15 TC 0�.08 Vert(LL) -0.00 45 >999 240 MT20 197A44
TCDL 10.a Wmtierincrease t.15 BC 0.03 Vert(TL) -0.00 45 >999 180
BCLL 0.0 Rep Stress Ina Yes VJB 0.00 Horz(TL) 0.00 4 n/e Na
BCDL 10.0 Code IRC2006/rP12002 (Matnx) Weight:101b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD Sbuctural wood shea[hing tlirectly applied or 2-GO oc pudins, except
BOT CHORD 2n4 SPF No.2 end vertiwls.
VJEBS 2z3 SPF No2 BOT CHORD Rigid ceiling direclly applied or 1 PD-0 cc 62cing.
REACTIONS (Ib/size) 5=199/0.38 (min.0-1-8),4=85/0-1-8 (min.0.1-8)
Mau Horz5=86(LC 5)
Max Upli(t5=29(LC 6),4=34(LC 5)
FORCES Qb)-Max.Comp./Mav:Ten.-All forces 250(Ib)or less except when s�own.
NDiES (7-10)
t)Nfintl:ASCE 7-05;90mph;TCDL=6.OpsY BCDL=6.OpsF h=25R;Cat.II;Fxp B;enclosed;MVVFRS Qav-nse)Bable end zone and GC
Extenor(2)zone;tan[ilever lefl and nght exposed;end veNtal IeR and nght exposed;GC for members antl forces 8 MWFRS for
reactions shown;Lumber DOL=1.60 plate B�P DOL=1.60
2)This truss hes been tlesigned for a 10,0 psf bottom chord live ioad nonconcurren�with any other live loatls.
3)Bearing atjoint(s)4 consitlers parallel ro grein value using ANSI(fPl 1 engle to grein krtnula. Builtling designer s�oultl veriry capacity
of beanng surtace.
4)Provide meUaniral connection(by others)oF Vuss to bearing plate at joint(s)4.
5)P�ovide mechaniral connection(by ot�ers)of Vuss lo beanng plate cepable of withstantling 100 Ib upiift at joint(s)5,4.
6)This truss is designetl in accortlance with ihe 20�6 Intemational Residential Cotle sec[ions R502.t 1.1 and R8�2.102 and reterenced
standard ANSIRPI 1.
7)1. Additional stability Eracing(or truss system,e.g.diagonal or X-bracing,is always requiretl. See
8) BCSIi.
9)23.It is e�Rremely important to properly install temporery laterel restrainl antl tlia8onal bradng,in
10) accorEance with BCSI-B2 or usinB Pmprietary methotls(e.g.StaDilizer,etcJ.
LOAD CASE(5) Stantlartl • `\�>>����SEP��j�r� � /
4`� l0 �1���'�.
'���G1STE�FO+J�tr9�
- % AE-i10i2220 ? =
= e • �
STA7EpF ' Q �
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U ��
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July 6,201�
aWFRNING F azel� upMy view�� 'G iromelsACknoMeOBemeMINPm&ilOSla 0 NTe 1 M W durtEP 0 [ts Iortn.VeriyOesB�Pe�a � O O le N Trvu
De'p Orevnn8 antl tbe OU Ra�erenre SMei� .03tq bel .Ony M T M d pla�as s�all�e etl for Ili t 0 'B O 0� � I O.Tli hu E �0 tl ewi B��0 m�es
accepbce lrespo �IyI t� tlezig fN vne�e�ry:scomo�e+aeoaeen � .1nee ��a P� zloeE p EI lebi%atl se i1�sc po mI aypN Ir
� o IE p' I� spon 01'lyofiM1eOvme�iheOvm rsau�� tlieEeB � ���B 'Id g�s0�arp ANSIRPII. Letealre�2 1tl 9 � � 'nE'd I b tlUioN Des e
formmpreuionbckllnponly,no�iwbultlnpsleEilMyErecnp.AtlElonaltemporsryresVainVtlaponal�rzanpto'n iblllytl np imtl'on'sNe pnsb'Iryoi�netmss'nsteller.
AtlUitionel D���eM EmlOinp staElliy b - B o�I�e ove211 simqure I5 t�e respo s�il�y M I�e Owner Ne Ownefa euNOnzeE agenl or IM Bu ItlinA Oefpner,per Me IRC,Ihe IBC enE
NN51?PI L Fa generel puitlarRe regaNinp tleSipn responsiCiliLez,feEnatroq yueliry mMml,staape.Oeliwry,ertqion,la�eal rtsunim en0 Oiaponal baon8.��sNt Vm lalesl etlitron ol Ne
� iec,u,e iaq nHSUrri t me ecsi�,��y:na�,a�mo.aes ee�na�a�m000em sxrey mro�.00��a.au,eie i�m secn m w»wsnana�svy.com e�a am re��ee���ranauo����ro�,�eoo� ENGINEETt/NC�ec
suPOM1ea In iM ioeme wawe.me w::aevoner o�wss aespn enamrer(elw e.anea ez,:verialy eneinee0 is Nor me&n�alnp De:ianer or me euimlrq.
JOE TN55 T�ussType ��y PIy FISGHEROBF-019
IBM5236
B1K16N2 J�� JeG-QOZetlTmss 5 1 �
Job Reference o tional
PROBUIL�, MOORESVILLE,INCfi15B �.130sOtl1<Y013MiTeklndmM1ies,I� TTUJUIW1426'10]OtOPape1
ID:nBVJnz2R�vrtetKSNpufH9syJl7 W-U6iPoITi70aRXqrz�Cc012EZ_Gve7rYkXStlKhz?n1 B
-i.o-a �-2-0 ILi
' iao ' s-zo o<-0
t5.a II Sraie=tn.6
a
t.5.a II
3
iooa iz
as
tr
�
I � m
d� � d ��
� � �
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a 3xe II
I-1-0 �26-0i
I2-0 0<-0
LOADING(ps� SPACING p-0.p CSI DEFL in poc) Utlefl UE PLATES GRIP
TCLL 25.0 Plates Inaease 1.15 TC 0.08 Vert(LL) -0.00 8 >998 240 MT20 769/723
TCDL 10.0 Lumber Increase 7.15 BC OA2 Vert(T�) -0.00 7-8 >989 180
BCLL D.0 Rep Stress Incr Yes WB 0.05 Horz(TL) 0.00 5 n/a n/a
BCDL �0.0 Code IRC2006/TPI20�2 (MaMz) WeighL 121b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood shea[hinp tlirectly applied or 2-6-0 oc pudins, eacept
B0T CHORD 2x4 SPF No.2 entl verticals.
N'EBS 2x3 SPF No1'ExcepP BOT CHORD Rigitl ceiling directry epplietl or 10.0.0 oc bracing.
4-5:2x4 SPF-S Stutl
REACTIONS (Ib/size) 8=798/438 (min.0.1-8),5=82/0.1-8 (min.41-8)
Max Hoa8=79(LC 6)
Max Uplift8=28(LC e),5=32(LC 5)
FORCES (Ib)-Max.Comp./Maz.Ten.-All forces 250(Ib)or less excepl when shown.
NOTES (7-10)
1)1Mntl:ASCE 7-05;90mph;TCDL=6.OpsF;BCDL=6.Opsf;h=25ft;Cat II;Ezp B;enclosad;MWFRS(lav-rise)gable end zone and C-C
Ex[erior(2)zone;cantilever lett and right exposed;end vertiwl left and right exposed;GC for memhers and forces 8 MWFRS Por
reections shown',Lumber DOL=1.60 plate gnp DOL=1.60
2)This Wss has been designed for a.1o.0 psf bottom chord live load nomm�currenl with any oMer live loatls.
3)Beanng at joint(s)5 consitlers pa211e1 to grain value using ANSI/TPI 1 anB�e to grain fortnula. Builtling tlesigner shoulc venfy capadry
of hearing surface.
4)Provide mechaniql connection(by others)of truss ro bearing plate at join[(s)5.
5)Provide mechanical connection(by others)of tmss to bearing plate capable of withstanding t00 Ib uplift at joinqs)e,5. .
6)This truss is designed in accortlance with the 20061ntemational Resitlentiel Cotle sections R502.1 t.i entl R802.t02 antl referenced
standard ANSIlrPI t.
7)1. Atltlitional stabilily bacing for truu system,e.g.diagonal or X-bracing,is aMays required. See
e) BCSIt.
9)23.It is extremely important to propedy install temporery lateral restraint antl diagonal bracing,in
�0) accordance with BCSI-82 or using pmprietary melhotls(e.g.Stabilizer,etc.).
LOAD LASE(S) Standard ``�>>�'�S�SEPNrr��� `
,.����tiG�S7c;�F�'f'J��9�
q'',
= ?� PE-1t0i2226 ; =
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July 6,201�
AWARNING %eauUiomup�ry�eNewt� 'C b faACknwAVtlge e�o�Pm&i1dS1aM NTe 1 M kd tlPratl C b .V �tyOevB Oa m t n 0 E t �li T s
Deign Duwi p enO Vw pJ R lenns She t(rc �S1C)�efore sn Only MT k etl pl tes ztu0 Le seC 1 Vi t ss Oe9B 4 B� � �O.Ti � a �a a�9- d taless
aa0�ceo1 spon'ENy� Netlesg ofNesipl vuss mpo IOepdeOh - .TtrtOVq w pu 1 d g tlT �te01M 4 xo�l�smmpo M(o ypa� I �
�ul�n0�%���sPOn tilty (��eOxne MeOvm fe ut�o'eE 0 M r11reB 'Id pDe 9 Pe NNSIRPII. Lat I t Itl gnat s�oxno in0 0 el � tltl�oN be
relormmpmsson�u[klllgonly,nol�o DuldnOZtaEIItyE2cnp.A00(onaltempo2ryreflrenVd Bo�alEraong�o-nsumsleblrytlunnB��stmclon'slheresponablyoflhelmss'nslaller.
Htltlilional peimenent bu 10 np s1eE I'y EaonB oi iM1e ovmall simq ro is I�e respons b'I'ly o11M1e Owner,iM1e Ownefs auNOnxetl apenl or IM B�Itlinp�esigner per��e IRC��e IBC and
ANSIrtPl1. ForBeneralB�eancanpaNnptlasB�responseiles f b'ration qualrymmrd smrzA�defvery eredi ,I � I eztreint EdaponeiEraan9�oneunmela�estetli�ionofihe pyGlNEIItINGicc
IRC,1lm IBC,ANSIRPI 1,I�e BC51 summery s�eeb,enNOr BCSI(BUid n8�omponent Saiety InM�mation�ava IaLle from SBGA el www.SDtintlusVy.mm and eM������s�alla0on intotma4on
suOplieO in Ilie IoEZlle peGepe.T�e 4vss Cesi9^a'^�W ss Cev9�enpnx�(alw Eefinea as a sperialN enpineeQ is NOT Ne Builtlinp DesiB�e�ol t�e Euiltlirq.
�0� TN35 TNSST`�(fE Qry P�Y FISCHEROBF-019
IBM523]
81411691] JOB Jedc-OpenTNSS 1 1
Job Reterence(oofonall
PROBUILD, MOORESVILLE,IN�fi158 p 130 s Otl U 2013 MiTek Intlmbies,In<. Thu JN�3 426',1 t 201� PaBe 1
ID:n8Wnz2rBl�wratKSNpuRiBSyJ17W-LmBF¢15T�Bf3hP8Ev7tlrFnklgP3sHVvtzBbAS7z7n1A
.140 I 1-t4
1-0-0 1-1.1 �
s�ia=i:io.o
a
3
B.W �1'1
Z
fi ¢ I�
14 I
3-] d
�
� � Sl
] 8
3.8 I I 5
t-1-1
111
LOADING(ps� SPACING p-0.0 CSI DEFL in (loc) I/defl Lld PLATES GRIP
TCLL 25.0 Plateslncrease 1.15 TC OA8 Vert(LL) 0.00 7 >999 240 MT20 t97/744
TCDL 10.0 Lumber Inuease 1.15 BC Q�t Vert(TL) 0.00 7 >999 180
BCLL 0.0 Rep Siress Incr Ves VJ8 Q�0 Horz(7L) -O.oO 3 Na Na
�BCDL �OD CodeIRC2006/iP12002 (Matnz) Weight4lb FT=2a°/=
LUMBER BRAC�NG
TOP CHORD 2x4 SPF No2 TOP CHORD Struclurel wood sheathing tlireclly applietl or 1-1-1 oc pudins, ezcepl
BOT CHORD 2z4 SPF No2 entl vertiwls.
VvEBS 2x3 SPF No2 BOT CHORD Rigitl ceiling directy applied or 10.0-0 oc brecing. �
REACTIONS (Ib/size) 7=t65/0.3-8 (min.0-1-8),3=-9/MecFanicel,6=3/Mechanipl
Mex Horz7=58(I.0 6)
Max Uplifl7=39(LC 6),3=-9(LC9),6=-7(LC 6)
Max Grav7=t65(LC i),3=12(LC 4),6=21(LC 2)
FORCES (Ib)-Max.Comp./Mau.Ten.-All forces 250(Ib)or less except w0en shown.
NOTES (69)
1)Wintl:ASCE 7-05;90mph;TCDL=6.Opsf,BCDL=6.Opsf,h=25ft;Cat II;Ezp B;enclosetl',MWFRS(low-nse)gable entl zone antl GC
EMenoq2)zone;canlilever left and nght expose0;end verocal left and right enposeO;PC for members and forces 8 M'NFRS for
reac[ions shown;Lumber DOL=1.60 plate gnp DOL=t.6�
2)T�is tmss�as been tlesignetl for a 10.0 psf bottom chord Iive loatl nonconcurtent with any other live loads.
3)Refer to girtler(s)for tmss lo Iruss connections.
4)Provide mechaniol wnnecUOn(by ot�ers)of truss ro beanng plate capable oi withstanding 100 Ib upli0 at joint(s)7,3,o.
5)This truss is designeE in accortlance with Ne 2006 Intemational Resitlential Cotle sections R502.1 t.1 and R802.702 and referenced
stantlartl ANSIRPI t.
6)1. Addilional s[abilily bracing tor tmss system,e.g.tlia9onal or X-0racing,is elways requiretl. See
7) BCSI7.
e)23.It is eziremely important to propedy install temporary lareral restrainl antl tliagonal bradng,in
e) arcroMancewilh BCSI-82 or using propnetary methotls(e.g.Stabilizer,etcJ.
LOADLASE�S) Stantlard �
, a,��55PF r,.F+r-,
`QP:'rC�G �FQ:�9�i
= ; �-710i2220 : '
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July 6,201�
� WARNING-Weesel�o pM1lyreWerv�� Cst f Acknowletlq¢metolPmOltlS�se tlTertnslorManuleduretlP Etl �t .V �tytlesg premetersan0eetlno45oniti Trvas
Da p D�ewinp sntl t� �rJ Re�erenm SM1eei(re.031C)�ef .0 ty M T k d pl�es zM1all Ee usetl ior Bi 1 55 Oes gn Ore nA�o�e I�.Tp s t De'p O g' 0 1 s
rvplenaofresponvEltylat�e0aipnolN ' 0� �N�s p IOpdeOM1 - .TM1etleSgnasSUmD��sloadnpcoEt , Lbliry tl Ilb' po M( anypN 1 ,
Lutltl n0�s�M rtsponsG 4ry ol IM1 Quner N O.m f I�o eE B � ��B Id g pei p r per AN51?PI 1 Lele I 1 t E q W s fM1 nOrv tl I G a d p�aN ce
are mr mmoression euclU rq Fy,tw��o L Id g s+abY ry Urm�q.NJUNOnpI te po ry ft � Utlieg I p ti p b in 9Ydl ry J y Co zVU � N p ti I�y 1�M 1 ' 1 Ib�
Ad01 onpl pemunml� M B��iliy ononp o�me o erau n tlu ' 1� mspo E Ny 1 M O.me,Me Owoe� auN ' 0 p nt or IM Bu IE F D p r pe Ne IRG th 10C d
nNSirtvil Forgenereip Iaar.cereqaN' pe 'a po�:eio iatma�ion,c airtyco� L � e ,e r ry rea n ietereire:vaima ao ao aiereanq mnswtmei.ie:� a'r nne FjyGIN�ING[Lc
IRG,iM1e IBG:AN51?PI 1,Ne 9CSI summary s�eels,entllor BC51(Bu IC np Componenl 5afery IMOfinel on)ave lable hom SBCA et v.ww.s�i ntluslry ram entl eny relelatl-nstalle(on'niormelion
supplied in tM lobvte paGpe.T�e W ss tlesipner or W fs tlesign engineer(elso tlefinetl es e speualry enpineep Is NOT t�e 8uiltling DesiB�er ol ihe builtlinp.
JoE TNSS TNSSType pIy PIy FISCHEROBF-010
IBaa5238
Bta41644 JOB Jadc-0penTrvas 1 1
Jab Reference tional
PR09UILD, MOORESVILLE,IN�6158 9{30zOtl1<2013MiTeklnOUSVies.Inc. TbuJU10312M'fl201< Pape1
ID:n8Kfiz2rBhwratKSNpufH9syJI7W-LmgF¢15TOBf3�P8Ev7tlrFnkkgFySHIh�B�AS7z7n1A
.tA-0 0.th1 �
1-0-0 041-1
$�ale=i:fl.i
�
3
10.00 h2
I
1i
1 � S!
� fi
3xe II `'
Oa 1-1 I
0-11.1
LOADING(ps� SPACING 2-0.0 CSI DEPL in poc) UtleFl Ud PLATES GRIP
TCLL 25.0 Plateslncrease 7.15 TC 0.08 Vert(LL) O.DO 7 >999 240 MT20 �97/144
TCDL 10.0 Lumberincrease t.15 BC 0.02 Vert(TL) OAO 7 >999 �80
BCLL 0.0 Rep Stress Incr Ves WB O.DO Horz(TL) -0.00 3 n/a n/a
BCDL 10.0 Cotle IRC2006lTPI2002 (MaVix) Weight:d lb FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD SWCtural wootl sheat�ing directty applietl or 4114 oc purlins, except
BOT CHORD 2x4 SPF No2 end vetlicals.
1hEBS 9x3 SPF No2 BOT CHORD Rigid ceiling tlirectly aOP�ied or t0.0-0 oc b2cing.
REACTIONS (Ib/size) 7=169/43-8 (mia 0.7-8),3=24/MeUanical,6=2/MeUanical
Ma:Hoa7=70(LC 6)
Ma<Uplift7=-26(LC 6),3=-24(LC 1),6=-15(LC 6)
Max Grav7=t69(LC'I),3=13(LC 4),6=19(LC 2)
FORCES (ID)-M�.Comp./Mau.Ten.-All forces 250(Ib)or less ezcept when shown.
NOTES (F9)
1)VJind:ASCE 7-05;90mph;TCOL=6.Opsf;BCDL=6.OpsP,h=25ft;CaL II;6cp B;encloseQ MVJFRS Qow-rise)gable entl¢one antl GC
EMenw(2)zone;cantitever left antl right exposetl;entl verGCel left and right exposetl;C-C for members antl forces&MVJFRS for
reactions shown;Lumber DOL=1.60 plate gnp DOL=1.60
2)This tmss has been designetl for a 10.0 psf bottom chora live loatl nonconwrrent with�any other live loads.
3)Refer to girder(s)for truss lo huss connections.
4)Prwide mechanical connection(by others)ot truss to beanng plate capable of withstanding 1001b uplift atjoint(s)7,3,5.
5)This Wss is tlesignetl in accortlance with the 20061ntematlonal Residential Cotle seclions R502.11.1 antl R802.10.2 antl referencetl
standarC ANSIRPI 1.
6)1. AEtlitional stabiliry brecing for[russ system,e.p.tliagonal or%-CrecinB.is always requiretl. See
7) BCSI1.
e)23.It is exlremety imponant to pmpery insta0 temporary lalerel restraint and diagonal brecing,in
e) acmrdance wiNi BCSI-82 or using propnetary methods(e.g.Stabilizer,etc).
LOADCASE(S) SWndard
\`��J����aSEPyJ�F���ii
����,157i',;�o'f"�.cK`9;
_ ; PE-i)oi2220 ; =
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�;.��a'•�y01AN�':�����::
�� F .. ..•� G� `��
,''�����5�nmi��N������
July 6,201�
t. WARNING .PIBe5e1�00Bhlyl e«m c i rncxnm.taa iorProe-ms�aeea*emiroM maureec on i .v ryo a.va�nme�ersanaeeano�asonmisTmss
O° a a a '�eanaineode �e nwsnea�( .oaia�e me o yM� a n pu�z n uee ai m � s aese are B�oce aia.Tnswssa so�e�sw�q' dca�ea
aaxv��olre5ponsClql .in eesip of0� ' 9� wesm pon aepitletln � .Tnetlesg� s D�o loaa B��eY s s laelny E iln pa tlorenyo w I r �
�utltlnp'slMrespon EIy 1N Owntt I�eQtt�( e NontMag lo tM9uld g�'p rperAN51?PI1. L ta I 1 1C g � M - OrrO I e EfMN Een
an ro�mmwesvon e ai iq my,�ouw o le 8 'a���Y��+�8.�ti nal lempo ry slv nVEUB I 0 -n9�o in sbb'I ry e p co Wu " N pan GIM b��� ��reller.
AOdi4onelpemaneMOUbnpsinEilMOnonpolNeovenllsWtlure-sl�erttponS�ilTyOit�eOv.ne.NeO+melzaul�onzatleBe��orN BuIdnFDeziB�erper��eIRC,PaIBCantl
ANSI?PI t Por penenl puiEence reOerEinp tlevpn responsi�ilities,faMm�ion,qualiry mmml,zloraBe,Oelivery,eratlion,lalerel reshein�entl tliagonal b2anp,consuli IM1e leiesl eEllion oi I�e
iaqmeiac,nNSVrvitmeecsis�mmerysncu,emmrecsi�a�aa��ecomvo�e��seierymm�a�m��a�eoameo-omsecnai»,,,�,,.:e��e�:��y.mme�ae�yreiaiea���:�enairo���mo�auo� FNGINEERINGuc
:�vacea���me iocm�waeee.me wsa ae.�a�e�o.w.:ae�a�e�amee�Ia�u aea��a es c soec�ain<nameap��:r�onns e��m�re oa:�e�«m me o�na�re.
JOb TNSS TNSS TypE �ly Ply 'FISCHER OBFO18
iBa5239
91lH6N2 M01 MONOTRU55 5 1
.JOb Reference o tional
PROBUILD, MOORESVILLE.IN�615B Z430sOtl142013MiTeklnOUSlnes.Inc. ThWU103�1T26:H4D1CPapet
I D�nB Wfiz2rB�wretKSNpuM9syJ11 W-LmgFCZI5T�8f3hP8Ev7ErFnilpDisH WizBEAS7x?n7 A
.68-0 � q812 I
� 08-0 � 48-12
Scale=T]B.Y
3a6=
3
8.00 �Z
�' —
3xG —
� �'3 & 9
�
2
g, ,
dl ab Id .
5 4
2xa II
6 3x8 II
aaiz
a�-i2
Plate ORSets(X,V): f3:0.3-4,0-1-07
LOADING(ps� SPACING p_0.0 CSI DEFL in Qoc) UdeFl Vd PLATES GRIP
TCLL 25.0 Plates Increase 1.15 TC 023 Vert(LL) 0.0� 5-6 >999 240 MT20 t69A23
TCDL 10D Lumberincrease L75 BC 0.16 Vert(TL) -0.01 5-6 >999 t80
BCLL 0.0 ReOStresslncr Ves WB 0.0� Horz(TL) 0.02 8 n/a n/a
BCDL 10.0 CodeIRC2006/TPI2002 (Matrix) - WeighCt8lb FT=20%
LUMBER BRACING
TDP CHORD 2x4 SPF No1 TOP CHORD SVUCturel wood sheathing tlirectly applied or 48-t2 oc pudins, except
BOT CHORD 7�c4 SPF No.2 end verticals.
WEBS 2x3 SPF No2 BOT CHORD Rigitl ceiling tlirectly applietl or 1 b0-0 oc bracing.
OTHERS 2x4 SPF-S Slutl
REACTIONS (�p/size) 6=256/0.38 (min.0.1-8),8=222/0-1-8 (min.0-1-8)
Max Hoa6=73(LC 5)
Maz lJplift6=24(LC 6),8=4(LC 6)
FORCES Qb)-Maz.Comp./Max.Ten.-All forces 25�(Ib)or less except when shown.
NOTES (g_��)
1)WnC:ASCE)-05;90mph;TCDL=fi.Opsf;BCDl=6.Opsf;h=25ft;Cat II;ExD B;enclosetl;MWFRS(low-nse)gable end zone and GC
F�terior(2)zone;wntilever lefi and right exposed;end veNwl letl and nght exposeQGC for members antl Forces 8 MVJFRS For
reactions showqlumber DOL=1.60 plate gnp DOL=t60
2)This Vuss has been designed for a 10.0 psf bottom chord live load nonconwrrent with any oiher live loads.
3)Bearing atjoini(s)8 considers parallel to grain value using AN51/TPI 1 angle to g2in formula. Builtling designer shoultl verify wpadry
of beanng surface.
4)Provitle mechaniral connection(by others)of Wss to bearing plate aljoin�(s)8.
5j Provitle mechanical wnnection(by others)of truss to bearing plate capable of withstantling 10�Ib uplift aljoint(s)8,8. �
6)This truss is tlesiBned in arcortlance with Ne 2006 Intemational Resitlenlial Code sections R502.11.t antl R802.102 and referenced
stantlartl ANSIlfPI 1.
7)"Semi-rigitl pitchbreaks wiM fxetl heels"MemDet entl f%ity motlel W85 usetl in ihe enalysis entl tle5ign of ihis truss.
e)1. Atlditional stabilily bracing for lruss syslem,e.g.tliagonal or X-0recing,is always requiretl. See
9) BC511. �
t0)23.It is eztremety important ro property install temporary laleral.restreint end tliaBOnal Dracing,in `l;;t:1����r�ttt� �
i t) accortlance with BCSI-82 or usin8 proprielary methotls(e.g.S�aOilizer,ekJ. ``�p��,��'jEPH �/��
i
LOAD CASE�S) Stantlard :14,F�.��,57����i'�,�i
� ? 'F" 0 •.9 �
_ � PE-11012220 ; =
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� STATECtF ' 2 s
���,t�'��MOIA!1T.�`��:�
.
i�,'/,SS,J 'A'iE�v`,`�
July 6,201�
� WNRNING-Pleex�homup�ty�e'ew�pe'C �melsPCknoxkOg entofPr B 1dSta tl rtlTe t M uleduretlP tl d t .VMlytl g parem t rsa a Onote Iti Trvsz
Dexipn baxin8��IM @J Rahre ce S�eal(m.0314�Wi .OnN M T k tl qalea Mall pe eC lot N 5�mss de g dmx p 1 Ce 1 O.Tli 1 tl �B Omti B- d 1
a¢Gp�d�ce ol re3pon'dtiN� � O g 1 N � gle Wss ponaM tleqdetl� � .TM CGAp es pUO s,I d q Co E I iu01 ry M �Ili pon 1 br any paNwla �
DuJOnpsl�erespon Etiry iIM1 Owne 1� Ownf aulho�etl gn•o�t�eB-10 pOesBerp FNSI?PI1 Lt I st tE pnalo � oninti 4alxe0a4�oN Ee
are br mmOress on b ckl nB only,ro�for bu Itl nB staEiliry binc n0�AtlOAional IemOOrery renra nVd ponal braon0�o-nsure sleb I ry tlunnB co^sVUClion ia l�e responz E I'ly ol t�e Iruas�ns�aller.
N�tlilional pelmanenl builtlinB rabiliry O2unp of��e ovenll elmdwe is Ihe rezponaibllity ol Ne O.meq Ne Ownefs autM1Onzetl apen�or��e BuilCinO Despner,per t�e IRQ t�e IBC en0
ANSIRPI 1. Fw pene2l guiEarce iagaNinp Oesip^ropo^vEi�ities,hEnralron,que�ly mnVd,s1onB��delivery,erection,laterel re�sVainl anE tliagonal preon8.��sul�I�e latest etli�bn ot�e
IRC,IM IBC,ANSVIPI 1.Me BCSI wmmery a�ceB,enNOr BL51(BUiIling Gonyonenl 5efery Iniormeuon)weJe0le hum SBU et www.50ti�MUSEy.mm en0 arty relatM insWllaLan Inioima4on ENG/MFQNNG ttc
su0pliee in IM Joesm pe kepe,Tha wss EesiB�m a Wss tlesiB�en8inem�also Oefinee as a spwely engineeQ Ia NOT t�e Builtlirp Desipner ot Ine euileirq,
�0� TN99 TeussType Qty P�Y FISCHEROBF-019
IBK5240
81M16N2 PB01 Plppy�eckTrvv fi 1
JoG Reference o tionel
PROBUILD, MOORESVILLE,INi6158 p130eOtlU4013MiTeklnOmines.Inc. TImJU1031226'43014Pepe1
ID:nBVJnz2rBhvrtatKSNpuM9syJ17W-pyDtlpJmjEkGVhr KotlesOTJse4ZObkt�CqyPZz?n19
5fi1�: 10-0-0
� 5-0-0 � 5-0-0 �
Sraie=111]
6x8 =
3
8.00 12
W
2J 38
4 I
w, $I ' z �' S la �
d �d
fi
1}9 = 1$< �� Y}q =
10 0.p
1060
LOADING(py� SPACING 2-0-0 CSI DEFL in (loc) I/tleFl IJtl PLATES GRIP
TCLL 25.0 Ptates Increase 1.15 TC 026 Vert(LL) Na - n/a 999 MT20 169/123
TCDL 10.0 Lumber Inaease 1.15 BC 0.13 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Incr Ve5 WB 0.06 Hoa(TL) 0.00 5 n/a n/a
BCDL 10.0 CodeIRC2006RP12002 (Matrix) WeigM:261b FT=20%
LUMBER BRACING
TOP CHORD 2z4 SPF No2 TOP CHORD SWCturel wootl sheathing direclly apD���or 60-0 oc purlins.
80T CHOR� 2x4 SPF No2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing.
OTHERS 2x4 SPF-S Stutl
REACTIONS All beanngs 10.60.
(Ib)- Max Hoa 1=73(LC 5)
Max Uplitl All uDlltt 1001b or less atjoint(s)excep[1=313(LC 1),5=313(LC 1),2=212(LC 6),4=-20t(LC 7)
Max Grav All reactions 25016 or less atjoint(s)1,5 except 2=591(LC i),4=591(LC 1),6=291(LC 1)
FORCES Qb)-Max.Comp/Marz.Ten.-All forces 250(10)or less except when shown.
NOTES (611)
1)UnDalanced roof live loads have Deem m�sidered for this Aesign.
2)Wnd:ASCE 7-05;9�mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25k;Cat.II;�F�p B;enclosed;MWFRS pow-nse)gaDle end zone antl GC
Extenor(2)zone;cantilever letl and right enposed;entl veNCal lett and right ezposed;GC for members and forces 8 MVJFRS for
reactions shown;Wmber DOl=t.60 plate B�P DOL=1 fi0
3)Gable require5 conlinuous botlom chortl beefing.
4)This Vuss has been designed for a 10.0 psf bottom chord live load nonconcurrenlwith any oNer live loads.
5)Pmvide mechanical conneclion(by Whers)of Wu to bearing plate wpable of withstantling 313 Ib uplift at jolnt 1,313 Ib uplifl atjoint 5,
2121b uDIiR atjoint 2 antl 201 Ib uplift at joint 4.
fi)This truss is tlesigned in accortlence with Ne 2006 Intemational Resitlential Cotle sec[ions R502.11.1 antl R802.102 antl re(erenced
stsn0artl ANSI/iPl t.
7)Sea S�endard Industry Pigqyback Truss Connection Detail for Connection lo base truss as applitable,or consult qualifed building
tlesigner.
8)1. Atltlitional stabiliry bracing for truss system,e.g.tliagonal or X-0racing,is always required. See
9) BC511.
1 D?23.It is e�Rremely important to properly install lemporary laterel resUaint and diagonal bracing,in `�»�tiii l I:i��f�j ,
i t) accortlance wiVi BCSI-B2 or using propnetary mettiods(e.g_Stabilizer,etc.). \`��4��,�SEPN 0�i��'/
LOADCASE�S) SfantlarC ��Pti��g;E�FO±j,�9^;
= ; FE-770i2220 ; =
� e • '
� 'o�= STATE OF ' C i
�G.p�,e��'•�y0lANT•�'����
. i�','�'SS'�i �A��E�{'\```•`
. July 6,201�
`. WARNING.PI uln ouBhlyreviewl0e C sbmelsACknowletlgeme+tofProB ItlSteM kT rtn 1 M nulatluretlP G ds Mrtn.V rye gnperemat entl tl otes MsTmx
� pe p Dmai p nO tM IXJ R ference SM t(rt 031C)Delo ae.C ly MT h tl plel � II Ee SCO�0 VI S INSS EGLQ tlesm p lo Ee I E. Tli t tl g E�awi g� 0 mtes
ple ol pon etiryfameaesig o(Nev B� wv pon ItleptleEO re TM1eOesB�ass mO4ons IoaO B�4� ; �+�IM oIN comDOn t�o enyp Nwlar �.
bultlnp's�M1ertSponsbltyoHlreOwne t� Own! eul�o' E BelorRre6ld g�e58 peAN51?PILL� I 1 Itl gelonssbawnonina��J I b ndrAON bars
amlo�compmsvonOUCkI"nponly,notlorbulEnps�ablityUrednB�AtlOYOnallempareryrestrenVd�aBOnelEretlnplob 1blrytlnnpco wC ' 0e zponi�I'ryotltreimss'nAeller.
Atlditional pamuneM WilEing staEiliry praonp ol t�ebvezll aWtlure is I�e rezponubilM a�t�e Ovmeq I�e Ovm<fs auNarizeC Nenl or tM Bu ItlinB Desipneq per ine IRC,IM IBC anE
RNSLRPI 1. Fot Beneml puiEance repeNmO OevB�rezponsidlNes,IeMmtpn,qualiry conlml,norage,Oeliwry,eretlion,leterel resVaint antl OiaB<^al Gmtlng,conmll t�e leletl edtion ol Ne p y�NEERlNGuc
IRC,Ihe IBC,FNS�RPI i,lhe BCSI aummary S�BGtt,anNOr BC51(6uil0in0�mponen\Selery In(orma0on)dvaildblG hOrti SBCA 01 xww.SetlnEUSlry mm enE airy mla�etl inS1811B�i0n IniO�me�ion
aupplieE in IM jabsi�e pnGeOe.Tbe Wss tlesipner or W ss Eezign enB��eer(elao tlefinetl as e s0ecalry enpinaer)b NOT t�e BuildinB���G�er o��he builGing.
JOb TN55 TNSSTypQ Q�y Ply FISCHEROBF-019
IBll53a1
BtanlBatf PB02 PipgybarhTiuss 1 t
Jo0 Reference a tionel
PROBUILD. MOORESVILLE,IN4fi15B ]130sOd142�13MiTeklntlusineS,IntTImJW03132fi]2201< Pape1
ID:nBVvhz2rB�wratKSNpuM9syJI7W-pyDEpJmjEkGVhr KotlesOTJvw4ZIbkACqLiPZz?n19
i 2b-0 ]b0 I t60-0 �
2b-0 5-0-0 ' 7E-0
Saie•1]Ba
3xd : �xq =
3 15x< II
B.00 1] I a� 5
� �' a e
�A :
8 �
2
1 ]8 I
d ddl
8
YY<° 1.SM4 �I jx4 =
10.0-0
10.0-0
PlaleOHsets�(X,Y): f3:0.2-0,Edpe� f5:0-2-O.EEge]
LOADMG(ps� SPACING 2-0-� CSI DEFL in (loc) I/oefl Utl PLATES GRIP
TCLL 25.0 Plateslncrease 1.15 TC 0.11 Vetl(LL) n/a - Na 999 MT20 189A23
TCDL 10D Wmberincrease 1.15 BC Q�4 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Ina Yes WB 0.06 Horz(TL) 0.00 7 Na n/a
BCDL 10.0 CodeIRC2006/TPI2002 (MaWa) Weight:231b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD Swctural wootl sheathing directy applieC or 60-0 oc pudins,except
BDT CHORD 2x4 SPF No2 2-0-0 oc purlins(6-0.D max.):3-5.
OTHERS 2x4 SPF-S Stutl BO7 CHORD RiBitl ceiling Cireaty applietl or 740-0 oc brecing.
REACTIONS All beanngs 10-40.
Qb)- Man Horz 1=32(LC 5)
Mae Uplift All uplrft 1001b or less atjoint(s)2,6,8 ezcept 1=120(LC 70),7=120(LC 11)
Max Grav All reactions 2501b or less atjoint(s)1,7 except 2=376(LC 10),6=376(LC 11),8=337(LC 1)
FORCES (Ib)-Max.Comp./Ma<.Ten.-All forces 250 pb)or less except when shown. .
NOTES (�2.�$)
i)Unbalancetl roof live loatls�ave been consitleretl for[his design.
2)Wind�.ASCE 7-05;90mph;TCDL=fi.Opsf;BCDL=6.Opsf;h=25ft;Cat II;6cp B;enclosed;MWFRS(lav-nse)gabie end zone and GC
6ctenor(2)zone;cantilever IeR anC nght exposed;end veNral lett and nght exposed;GC tor members antl forces 8 MWFRS for
reactions shown;Lumber�OL=t60 plate gnp DOL=1.60
3) Truss tlesignetl for wind loads in the plane of the truss ony. For studs exposed to wind(normal to the face),see Stantlartl Industry
Ga61e End Details as applira6le,or consult qualifietl Euilding Oesigner es per ANSIRPI 1.
4)Provitle adequate drainaqe to prevent water ponding.
5)Gable requires continuous bottom choM bearing.
6)Gable studs spaced at 2-0.0 oc.
7)This Wss has been designetl tor e 10.0 psf bottom c�ortl live loetl nonconcurren�with any other live loetls.
8)Provide mechani�al connection(by ot�ers)of huss lo bearing plate capable of wilhstantling 100 Ib uplik at joint(s)2,6,B excepl Qt=10)
1=120.7=120.
9)This iruss is desiqned in accordance with Me 20061ntemational Resitlenlial Cotle sections R502.1 t.i antl R802.t02 antl referencetl /
standarEANSI/rPlt. ``�tp�{i��;���rj �
10)d�g teodard Industry Piggyback Truss Conneclion Detai�for Connection lo base iruss as appli�able,or mnsult quali6ed building \1�,t"��SEPN d��i,�
1'q Graphinl pudin representation tices nol tlepict Me size or Me onentalion of the putlin along ihe top antl/or bottom chortl. �� [� ' '�'cS7£'.,.'�"T':
12)1. Atlditional stability bracing for truss system;e.g.diagonal or X-bracing,is always requiretl. See � `+P: 4i� �F"t (n %
isi ecsn. : � :P � ' 9 ?
14)23.It is extremety importent to propetly install temporary Isteral restraint entl tliagonal bredng,in : ' PE-7)072220 � _
15j ecmrdance with BC51-B2 or using pmpnetary melhods(e.g.Sta6ilizer,etc.). _ =
LOAD CASE�S) Stantlartl ^ o � $7ATE OP •C' S
�9a,N'•tirv01A!'M�:r:"�4Y'�
��?
i�'/'�S UI t�j',Ha,',,``+O
�U�Y 6,2���
� wARNING P�eauvw w��y '�'m c-�mersAe�kno.Neav�. tolPme IasmaNTertnaforManulaaureaProtlasfortn.v ryeeq pa i a a t ln' Tmss
De g U � OanC�M1 OJftel ence5t�eet�ev.031Qb lo se.OnlyMT km ect pl tess�all�euseEforlhsl 5 Oe'g O B� � Id Th 1 tl a a� e� araies
p�a � r vo 'e'rryio m aese orm snpiews w p �a oa an ' .rriea s�qnessumv�ana ioed ym ar uii tiry a xontiscomponemio a yoanwin ,
p d0 g'stho�esp n'�4y IMeOwna IM1 OwnarseuM raeOaBe��orll�eBUIE Bce 9 rperAN51ITP11. Wtm Irt t � tde pn v sM1 n'nti 'C elveEanONON Eers
ere for mmp�ezvon EuWi�q mly,nol�M Luiltlin0 a�eEiM blBtiiq.AtlEiYOnal tempo2ry iea12 nVduporul E2onp lo-nwre c1eE I'y Ounnp wnslrvum's Me rt5ponsiGiliry oi lne Wss Inslellar.
AOOitional pemanem puil0inp 51a0iliry pnting of Rie omrell zlmaure is Ine nsponsieilily oI1M1e Pmaq ine Ume(n aNnanze0 aBent or Ilre Buileinp pesgner,per IFe IRQ Ine IBC enE
ANSIIfPi t For Denaral puiOar�re mB+binO aevipn rezponsib'Jilies,fadirelioq yualiry conVOl,sb�ape,0elivery,eraclion,lalerel reslnint enE tlle8e�al Oreanp,wnsult�he lalesl etli�ion oRbe
iac,maiec,nrisvran,meecsi:�mmey:neeis.enaio.eesi�e��mmeeomno�emseieymro�auo��a�au,eiei�mseena��..soa�a�suy.mma�aamrciaiea�ne�ana�o���rom„eo� ENG/NEERINC[m
wppliM in t�e pbsile perkepe.The irvu Ceignm or Wss Oevpn mginem(elm Eefinetl es a speciely engineeQ is NOT I�e BuilGi�q Oesipner of I�e WilEiiq.
Job TN55 Tm49Typ2 �Iy Ply FISCHEROBF-01B
I&KS]a]
B1M1661I PBJ] PipQyEeGT�uu 1 1
�,Job Referance tional
PROBUIID, MOORESVILLE,IN A6158 ].430 5Od 141013 MRek Intlusinez,Inc. TM1U Jul W 1Y:Y6'133014 PeBe 1
ID�nBRhz2rBhwretK5NpNH9syJ17 W�H8n01 en L?20MI7Z WMK95wgs5XUx�KB09R W HxOz?n 18
a-➢4D Sab I i0.0.0 �
4-2-00 � 1G12 4.2-00
Scele=1]B 4
3x4 = 3x4 =
� 1.5x4 II
5 g
n^�
t5xa II U � i sxa I I
800 12
3
d � u �
rv � S11
}1Y l.10
88
2
� ]�
y �°�R
y I � d
im n io
2xd = �,Sx4 II 1 Sa4 II i5x4 II ���
160-0
10.0-0
Plate OHSets(X,V): 14:0.2-O,Edgel[6'.0-2-O.Etlgel
LOADING(ps� SPACING p_0-0 C51 DEFL in Qoq I/aefl Ud PLATES GRIP
TCLL 25.0 Plates Increase 1.t5 TC 0.06 Vert(LL) n/a - n/a 999 MT20 1691123
TCDL 10.0 Lumber Increase 1.15 BC 0.�3 Vert(TL) Na - n/a 999
BCLL 0.0 RepStreulncr Yes WB 0.04 Hoa(TL) 0.0� e n/a n/a
BCDL 10.0 Cotle IRC20D6/TPI2002 (MaMz) Weight:271b FT=2a% �
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD Struc[ural wood shealhing directly applied or SO-0 oc putlins,excepl
BOT CHORD 2x4 SPF No2 y-0-0 oc purlins(6-0.0 maxJ:4-6.
OTHERS 2x4 SPF-S SWtl BOT CHORD Rigitl ceiling directy applied or 10.0.0 oc brecing.
REACTIONS All bearinBS 10.40.
(Ib)- Max Horz 1=-59(LC 4)
Maz Uplift All uplifl t0016 or less aljoint(s)1,9,2,8,i t,12,10
Max Grav All reactions 2501b or lass atjoint(s)1,9,2,8,11,12,10
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less excepl when shown.
NOTES (�Z.�S)
1)Unbalancetl roof live loatls�ave been consideretl br this design.
2)Wind:ASCE 7-OS',90mph',TW L=6.Opsf;BCDL=6.Opsf;h=25ft�,Cat II;�Fxp B;enclosed;MVJFRS(low-nse)gable entl zone antl GC
Ectenor(2)zone;pntilever le(t and right exposed;end vertinl lett and right exposeQPC for membere and forces 8 MWFRS for
reactions shown;Lumber DOL=t.60 plete grip DOL=1.60
3) Tmss tlesignetl for wind loatls in the plane of the truss only. For studs exposetl to wintl(nortnal to the face),%ee Standard Industry
Gable End Details as applipble,or consult quali(etl builtling tlesigner as per AN51/TPI 1.
4)Provide atlequate drainape ro prevent water ponding.
5)Gabie requires continuous Dottom cliord bearing.
6)Gable stutls spaceE at 2-0.0 oc.
7)This tmss has been designed Por a 10.0 psf botlom chortl live loatl nonconcurtent with any other live loatls.
8)ProviOe mechanical connection(by others)of truss to beanng plate capable ol wdhsfantling 100 Ib uplift at joint(s)1,9,2,e,1 t,t2,10.
9)This truss is tlesignetl in accortlance wit�llie 2006 Intemational Resitlenfial Code sections R502�1.1 and R8�2.702 and referenced �
standarC ANSIRPI 1.
10)See Standard Industry Piggyback Truss Connection Deteil for Conneclion ta Ease wss as appliwble,or consult qualifetl builtling t,l�p�lltly�� �
t 1)GralpMCal pudin representation dces not tlepict the size orihe orientation of ihe purlin along ihe top antl/or bottam chatl. ,��,t1�1`QSEP ��/i�
�2�1. Atltlitional stahility bracing tor Imss system,e.g.tlia8onal or X-0racing,is ehvays requiretl. See ��P,l�S'GlS7 a���'�,��
�s� scsn. �?r�'� F�'•�9's
1a)23.It is exlremely important m propetly install temporary lalerel restraint antl tliaBOnal Oracing,in _ . � ��D_�2� : :
151 accordance witti BC51-82 or using pmprietary methods(e.g.Stabilizer,etc.j. — —
LOAD GASE�S) Stantlartl �
� q�; 57ATEOF ' Q i
�:.p�,F�":�NDIA�?f�,:r��•`v``�:
,'''''�S S/fyJi I I I I�t���N G i,````
July 6,201�
� WARNING--_Pleasel� �up�ry IewI� .C51o,efsACknrnNEpmelofProB 'Itl6Wtl tlTerm � M IaGUmtlP tltl 'Irtn.V ryesa Parametes 0-aC ol 1� Tmas
Oe p 0 win0 enE�M1e D J R fercnce S�e�( .0}�4)0 f .0 ty MTek rq n pl tes sli II be eE lar t� t C 'B a�g t Ea I O.Tti t E g tlmwi g' d tas
eaeplence ot rtapon ti tlly Iw Ne tlesign of Ne s ngle Wss pona I E pide0� ' .T� O g pl ns,IwO 0 tlM1Ons su taD IM enE se ot N 5 comDO ent Im any paNabr �
LuAE nB�s IM msponvGEry ot Ne Owner Ne OvmMZ auNOi¢eC epenl or iM Bu'IUmB��9Mr pe ANSIRPI 1 La�arel s12in�0espna4ons s�wm on inEiv Cuel v.e�enO tl�oN Oers
aro�o�wmpresvon Guckli�q only,nol iw EuilOing staUY�y�2d�g.AEENOnaI temporery re5t2inU0aporal bncnB�o insure slebifily OunnB Po��tlion Is�ha rcaponsibilRy ol Prc imss insleller.
AOOilionel pamanent Duiltlinp slebiliry Crednp ot U�e overell simqurc It t�e msponsiCilily of I�e Pxner,IM1e p.mels authonzed egenl or I�e BuilEinp�esigneq per I�e IRC,fie 10C antl
AN&RPI t Por peneral gui0arrce regerClnp tlesi8��esponsibilitiei ieMra�ion,qualiry wrilrol,smreBe,Eelivary,eredion,lateral mslnin�antl tliepanel pratin8�wnsNt Ne la�est eCifion ol lhe
iac.me iec,nNSirtai i,ne acsi:�m�y sneeu,enaio�ecsi 1e�aamy compw�em smey mm�co��a�eaame wm secn ai w.w.seooa�eW mm em em�u����•�a�ieao����ro�eao� ENG/NEERING�tc
wpptiee in(tre joeule pa kepa.me wss aevpner or uuu eez8�e�8���(vm���ned az e sparialy enB��ee7�s NoT Ine&+Iloirp Oeeiener oi ine Wilairq.
Job Truss Truss Type pty Ply FiSCHER oBF-oi5
IBM5213
BiMt6d12 PBM PippyMkTrvu 1 1
.InM1 RMnm ca(nnllnnnll
?ROBUILO. MOORESVILLE,IN 96158 )43050tl114013MiTeklntlm�nes,lnc T�uJU103122fi'1I]010 Paget
ID:nBVvhr2rBhwratKSNpuM9syJ17W-IILOE_ozmLVJDV.98jw2pKTUPGVW R3ejJf8qqTSz?n17
1At0 A..'i-5 ppp
� 1810 � 66.12 � 1E-10 �
� Srale=1]B�
3x6- 3xd =
800 12 3
ryl a 5 �
�
�m 1. -J2 2i 3o e e y d
Z I I d
'ldl°. ' u I28 u �
d �q �
¢ d d
12 11 10
2x0 = �xe II 3xB II 3xe I� 2xa =
i o-o-o
iaaa
Piate OHsecs(X Y): f3:42-O.Etl9e1 P:0.2-0 Etlge]
LOADING(ps� SPACING 2_0-0 CSI DEFL in Qoc) I/tlefl Ud PLATES GRIP
TCLL 25.0 Plates Increase L15 TC 0.04 Vert(LL) n/a - Na 999 MT20 �69/723
TCDL 10.0 Lumber Invease 1.15 BC 0.03 Vert(TL) n/e - n/a 999
BCLL �.0 Rep SUess Incr Yes VJB 0.04 Horz(TL) 0.00 9 n/a n/a
BCDL �0.0 CodeIRC2006?PI2002 (Matrix) Weight231b fT=20%
LUMBER BRACING �
TOP CHORD 2x4 SPF No2 TOP CHORD SWqurel wootl sheething tlirecty�applied or60-0 oc pudins,except
BOT CHORD 2x4 SPF No2 2-0.0 oc putlins(6-0.0 max.):3-7.
OTHERS 2v4 SPF-S StuC BOT CHORD Rigid ceiling directy applietl or 10.0-0 oc bracing.
REACTIONS All beanngs t�-0.0.
(Ib)- MaxHorz1=20(LC5)
Maz Upldl All upliR t001h or less atjoint(s)7,9,2,8,11,12,10
Ma<Grav All reactions 2501b or less atjoint(s)1,8,2,8,t 1,12,10
FORCES (ID)-Max.Comp./Maz.Ten.-All Porces 250(Ih)or less except when shown.
NOTES (�p_�5)
1)Unbalanced roo(live loads have beem m�sidered Por ihis design.
2)VYintl:ASCE 7-05;90mph;TCDL=6.OpsF BCDL=6.Opsf;h=25ft;Cat II;Exp B;enclosed;MVJFRS(low-nse)gable end zone and GC
Eatenor(2)zone;tantilever left and nght exposed;end veN�al lefi and nght exposed;GC for members antl forces 8 MWFRS for
readions shown;Wmber DOL=t.60 plate gnp DOL=1.60� '
3) Tmss designed for wind loads in Ihe plane of ihe Iruss only. For sNds exposed to wintl(normal to the face),see Stentlartl Intluslry
Gable End DeWils as appliwble,or wnsult qualified building tlesigner as per AN51/TPI 1.
4)Provitle atlequate tlrainaBe m prevent weter pontling.
5)Gable requires wnlinuous boriom chortl�bearing.
6)Gable stutls spaced at 2-0.0 oc.
7)This truss has been designe0 tor a 10.0 psf bonom chord live load nonconcurrent with any oiher live loads.
8j ProviOe mechanicel connection(by others)of truss to bearing plate capable of withstantling 100 Ib uplift at joint(s)1,9,2,8,11,12,10. .-
9)This truss is tlesigned in accordance with the 2006 Intemational Residential Code seclions R502.1 t.1 zntl R802.102 and referenceE
stantlartl AN51(fPl 1. /
10)See Slandartl Intlus[ry PigBYDack Truss Connection Detail for Connection to base truss as applinble,or mnsult qualified Cuildin8 ,�,��t+;�����1/�t� `j
11 GreOh�I utlin re reunta6on does not tle icl ihe size or Ne onentation of the utlin alon ttie to antl/or botlom chortl. `J��\i �S�Py ` ��
) P P P P 9 P ♦ �� � �F+G�
12)1. Additional stability bracinp for Wss system,e.g.diagonal or X-bracing,is always required. See `�. Y _=�Ws7ie�., j,��
13) BC511. � -� :e,�4 F01 F �
14J 23.It is ex[remely important to properly install temporary laterel restraint anE diagonal bracing,in ~ �^ pc.�)Oi2220 �9 =
15J accordance with BCSI-B2 or using propnetery methods(e.g.Stabilizer,etc.). = C
LOAD CASE�S) Stantlard •
% 'o�+ STATE O� + � s
%��,t�':�NO i A!'lT.����i��.
�i��'FSS'�+,�''��tjl,���:1
July 6,201�
t. WARNWG pl auN upMy NewtOe'C sWmehACkno.vbEBama+foiProBalOSla d NT im � M (atlumtlProtl tl I .V tytleagnparameters nOreaEnole m��uTmss
as pe 0 p� ��anatneorJR IerenmSMet(re Obta)eei re e C ymT k a p � n nev sMi mst s a siB am..g�ox e�e. Ths� n p a 'p' e �
dCfLO�ce01Rfp9ny0l�ly� N OniB �N � 81 1 5 po Itl pda0� - .TMCEyg Su pti IoBd g EI Ileblhy C IN c0 p �10 dOypdRWld! �
Oule 8� (M P� blry Ilb Owna IM1 Ovm � N�o�etlaBe� t�eB lE 8��B Pe HNSI?PI1 L la I A 10 s8 ato ssM1Owno In0 'tl I � E M1oN Ee
r i r�nmpna[onb cklnponly nol�o 0 'IOngsW�l'IyE ' 0-Atltl4 Ile p reryresVanl/d g� Ibetingbbs 9 ti1ry0 p nwctio ' Ne aponiEfryo�t�e� zz-nstaller
A004onal pemunenl�uiq np spEillry Eretlnp ot I�e averell sWtlun's I�e respanvEil�ry ol ihe Owneq Ne O.mels aul�oiized eBent or IM Builtlmp Oez gner per Ne IRC,N<IBC anE
ANSVfPI t Fa pene2l pui0erce 2gaMep tle4gn rcspon9GiIN<S.IaEnCdlron,qualiy mM A,slwege,Eelivary,ereWOn,lalerzl mtVdinl aM EiepMal betinp,mnwlt Ma letest e0ilbn ol iM1e
IRC,IMIBQhN51RPl1,NeBG5lsummerys�eets.enE/orBC&�BUiIEinO�mponan�Safarylniormalion�availablehomS9CFatxwx.z�onEUClry.comanEeMreWleElnsfalla�ionln�ormetion �(�t/N��NriLLC
wpplieC In t�e jo0sile patlae8a.TM1e wss aevgner ar Irvss Eesign en8�nem(also Oefinee as a spxialy anpinee7lz NOT IM1e Bu11Ein8 Desipner of Ne OuilEing.
Job T�u55 TmssType Q�y Ply FISCHEROBF-019
IBM53H
BiGd1W12 Tp1 CommonTrvss 1 1
Jo�Referenr.Imtionwll
PROBUILD, MOORESVILLE,IN46158 ].930sOC11<20t3MiTeklnOUSMes.IncThuJU1031226'154014Pape1
ID:nBVvhz2rBhwrsiK5Npu1H9syJ17W-DXVmSKOb%fe4YfjvTIBZ?5zH9HTGo3_Suo20?uz?n16
zo->e
f-0-00.1)J 561 &0.II tNb 16F� f9-0d
�12-ObtN' �At� � 4o-10 ' 44t0 � �8A 61N�f0-o
<x6 = Sfale=1:58.8
5
10.00 r
15xd Q
15xn �i
q 6
4
12
1.Sx4 II
41 1Y 1.SH4 II
3 �
Z ] 8
�' 9
I'd
t4 13 11 �11 10
4x8 II Sx8 = 6x8 II
t5.d II tsx� II
0.11� 1&]-8
-&1 610.E &10.E o�-0
az e o o-ix
Plate Offsets(X,Y): f10:Edqe,0.38�,�12:0-4-O,P30� �
LOADING(ps� SPACING Z-0-0 CSI DEFL in (loc) I/de9 Utl PLATES GRIP
TCLL 25.0 Plates Increase 1.15 TC 0.69 Vert(LL) -0.14 12 >999 240 MT20 169/123
TCDL 10.0 Lumber Invease 1.15 BC 0.64 Vert(TL) -024 11-12 >870 180
BCLL 0.0 Rep Stress Incr Yes VJB �.'I6 Hoa(TL) 0.02 11 n/a n/a
BCDL t0A CotleIRC2006/iP12002 (Matnx) WeighC751b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No.2 TOP CHORD SVUC[ural wood sheathing directly applied or 2-2-0 oc purlins, except
BOT CHORD 2x4 SPF No2 end vertirals.
VJEBS 2x3 SPF No.2'Ercept' BOT CHORD Rigitl ceiling tlirecty applied or 2-2-0 oc bracing.
2-14,&t0:2x4 SPF-5 SNd
REACTIONS ��D/size) 13=950/0-415 (min.0.1-8j,11=950I0-4-15 (mia 0-t-8)
Ma:Horz 13=212(LC 5)
Max Upiift13=77(LC 6),11=-77(LC 7)
FORCES (Ib)-Max.Comp./M�.Ten.-All forces 25�pb)or less e�ccept when shown.
TOP CHORD 2-3�4&0,3d=811/96,45=59&119,66=598/119,67=81 V96,7-8=<48/0,
2-t4=-255/0,8-10=255/0
BOT CHORD t3-14=0/497,12-13=-66/497,11-12=�/497,t0-1�1=0/497
VJEBS 572=-33/363,3-13=-617/199.7-11=6t7/199
NOTES (6-9)
1)Unbalancetl roof live loads have been consideretl for this tlesign.
2)Nhntl:ASCE 7A5;9amph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat II;Fxp B;enGosed;MWFRS(law-rise)gable end zone antl GC
ERerior(2)zone;cantilever lefl and nBht exposetl;entl verti�l IeR antl nght eaposed;GC for members antl forces 8 MWFRS for
reaclions showq Lumber DOL=t.60 plate B�P DOL=1.60
3)This Vuss has been tlesigned for a 10.0 psf bonom chord live loatl nonconwrrent with any other live loads.
4)Provide mechaniral connection(by others)of truss to beanng plate capable o(withsianding 100 Ib uplift at joint(s)13,1 t.
5)This truss is designed�in accordance with Ne 2006 Intemational Resitlential Cotle sections R502.1 u antl R802.102 antl referencetl
stanEard ANSI/TPI 1.
6)1. AdEitional staDiliry brecing for truu system,e.g.Giaponal or X-0racing,is ehvays requiretl. See
9j23 accoerdancewithBCSInB2orrusngYpmpaletaryPmethods(eegr5tabiiizer et��gonalbradng,in ``�,��``��gEPH��J��i,�
LOADCASE�S) Standartl `��P�,�G�S7E'�RO:t�t�9�
. ' ; PE-1i0i2220 ; —
= s =
= o . _
� 's�� STA'iE OF ' ¢' ^
�:��,a'•ti�vDlpN►;.=� �w�`'
F U��
. ., .N �`�.
,,l,''����5�t�iA���,ittt��
July 6,201�
A wA(iNINC Po e»N 6��y '�ewin e t mersACkno-Meooa^emoram8 iestam mT im.zlorMenuleaumaP a es 1 .v ryaes6�Pa�ametene areae �e MsTmss
Oe'0 Q'�6 e 0�M IXJ Relarence SMeI� .011<)E b .Only MT k tl plal s�all Da usM for Ip s tmss tles B dm'^ 9�o Ee 1 O.Tif i E 'B 4 g' ��1 s
exepte Mrtspo vGNyi �� EesiB �� � pl Wss pa e t0epda0�ere .TOeO 'pnaxsumpLons IoaE B 4� , ui�Olqe a �Ilismmpo enllo enyOaNCUIer B
�uIEB �� W� bltyol��eOwnerPeOwnefseul�o�edeB � rt�eBUItiBD �'0 PrANSIITPIt Labl � ItleSB�a(ossbo ' di�a I � ErhoN be
re lor mmprezz on buckl rp only,nol ior pu Iti ng sla�ilily Enc np AOdlonel lemOe��Y 2slre nUtlagonel preong�o-nsure suti I ry EunnB mnslrvtl.on z Ne mspons E I ry ol�M1e Wss�nstaller.
AEEitional pertnenent Euipinp sleEillry Emdnp of iM1e overell sW tlurt Is Ne responvDillly oi Ne Oxneq Ne Owneh am�orized apenl or��e 0uiltlinq Despneq per Ne IRC,N<IBC ena
AN51lfPl 1. Fw peneial BuiOarce regardn8 design rcspon3i0iliYes,laMra�ion,qua4ry mMml,alaa0e,tlelivery,eratlion,laleral msVeint antl tliapoaal Gatinp,wnwlt 0e lalesl eEllbn o�I�e '•
IRC,IM IBC,ANSIRPI t,Ne BCSI summery s�ttts,enClar BCSI(BuiIEmB�mponent Salery InlormaYOn)evailable hom SfiCA�i vmw.s0on0usiry.wm enC erry relaleE Ins�ellaYOn inlomation �(�t�N�(��Nra CLC
supplietl in iMjoESile patl�epe.Tlie Wss�eziB�er or W sz tlesi0�enpineer(also tlelinetl as a apecislry enpinear)is NOT I�e Builtlinp DesiBner oI1M1e Duiltlinq.
Job Tvss TivssType Qry Ply FlsCHEROBF-Ote
iBaa51�5
Btmi8al] T02 LommonTfuss 2 1
.Inh Relwrmrn(nnlinnwll
]ROBUILD, MOpRESVILLE,IN �8158 )130sOq1<20t3MiTeklnOUSNes,lnc ThuJU1031226:15Y01C Papei
ID:nBVJnz2rBhvrtetKSNpufH9syJ17W-DXVmSKObXfe4YijvTIBZ?SzIhHSBOImSuoZO?uz?n16
�-0-0i 53-0 1U38 .i iS4-0 � 20.]-0 9L11-0
�1>-0 SJ-0 5-0E 5-0� 53-0 'td-0
a� _ $nle=LS].8
4
10.00 t215x4 P
1.Sx4 O
3
4a4 II 31 10 4nfi II
2 8 r
� ' I�
11 10 9 8
4z8 II 3se = 3iB <a6 II
143A 24]-0
10.38 10.3A
PlateOffsets(X,Y): f2:0-&0,0.1-121 f6:0.3-0.41-127IB:Edpe0.3-8�
LOADING�ps� SPACING p_0-0 CSI DEFL in (bc) I/tleFl Utl PLATES GRIP
TCLL 25.0 Piateslncrease 1.t5 TC 0.59 Ven(LL) -0.15 8-70 >999 240 MT20 197/744
TCOL 70A WmOerinaease 1.15 BC 0.64 Vert(TL) -0.37 &�0 >665 180
BCLL 0.0 Rep Stress Incr Yes VJB 0.30 Horz(TL) 0.03 8 n/a n/a
BCDL �0.0 CodeIRC2006(iP12002 (Matrix) Weight:791b FT=20%
LUMBER BRACING
TOP.CHORD 2a4 SPF No2 TOP CHOR� Structu2l wood shealhing directly applietl or 4-2-2 oc purlins, ezcept
BOT CHORD 2x4 SPF No2 end vertirals.
V�BS 2x3 SPF No2'6ccepP BOT CHORD Rigitl ceilirg directty applietl or 70.0-0 oc bradng.
2-N,fi-B:7x4 SP No.1
REALTIONS (Ib/size) 11=1017/0.3-8 (min.0.1d0),8=1a17/0.3-e (min.0-1-10)
Max Hoa 11=231(LC 5)
Max UpliR11=-73(LC 6),8=-73(LC 7)
FORCES Qb)-Max.Comp./Marz.Ten.-All forces 250 Qb)or less except when shown.
TOP CHORD 2-3=1017/118,3-4=-777J143,4-5=-772/143,5-6=-1017/118,2-11=-893/157,
6-8=893/157
BOT CHORD 1471=53/665,&10=0/665,&9=0/665
WEBS 4-10=-66/504
NOTES (69)
1)Unbalanced roof live loads have been consideretl Por IDis Oesign.
2)WnE:ASCE 7-05;90mp�;TCDL=6.Opsf;BCDL=6.Opsf;h=25R;Cat.II;Exp B;enclosed',MVJFRS(low-rise)gabie end zone end C-C
Exterior(2)zone;cantilever leR and nght exposed;end verlial leR and right exposed;C-C for members antl forces&MWFRS tor
reactions shown;WmCer DOL=1.60 plare grip DOL=1.60
3)This lmss has been desiqned for a 10.0 psf bottom chortl live ioatl nomm�current with any other live loatls.
4)Provide mechanical conneciion(by others)of tmss to bearing plate capable of wiMStanding�t00 Ib uplift at joint(s)1 t,8,
5)This Wss is designed in eccordance vnth Ihe 20061nlemational Residential Code seclions R502�1.1 antl R802.t02 antl referencetl
stantlard ANSI/TPI t �
6)1. Additional stability bracing for Imss syslem,e.g.diagonal or X-bracing,is always required. See �
B23 eccortlancewithBCSln82orrosn�'ro�'etamPmethodsee.IrStabifzernetdiagonalbradng,in y�pt`�"`�`SEPH����0,�� `
) 9 P P �Y ( 9 ) \b �� .. F'}' ��i
LOADCASE(S) Stantlartl `��..��G\57cq�`,O..A��i
' ; PE-7)Oi2220 ; '
P •
�STATEq� ? C �
� p�.t�'•�NOIA!�T•�������
%'''F:`�`S,'J J V A+,E N G'`,`\��
��iy s,2oi�
� WFRNING' FeexO� up�tyreWewl�e'C slomel NckndMEg enlolPmBulOSe tl NT rms(orMawladureCPOO e Iorm.V y0 pipsvmmt d E ( Iti T e
De g Drexin0 end tM OrJ Rekrence SM1 1(ro 031Q Ge�o e e OnN M T k w tl pl t s z�all Oe uzetl br I� t d 'B tlmm B 1 be I d Tli 1 0 p O avn p-n0 al
eccep�anceofrtspons0ltylaPeEesip o(0ei pl wssw p IEepdeE� � .T� tl �pnassumplons IoeE p dtons s II bltye tl ol0ism po enito anypartwla �
b Itlng�siberesOOnsDlry ftne0wne O�eOrvnf aNho'M B torlM1aBUld p0 sgnerperAN51?PIi late�almst2 ttlespnafonss� o in0 a 1 E OtlioN �e
am lor compnssion puQl rp only,nol for bu IE np SteElliry Eraarq.Atltlilionel�emporary 25VainUtliaBO�wl bmtinp to ns e sta�I ry 0 n0 sW Cu ' I�e spons E I ry ol tM Irvss�ns�aller
AUEILOndI pertnenGM OViWlnp zlabillry Cntlng a(Ne overeli SWtlure is�te RSponvOiBty Of N¢Owneq fi¢OwnNS euNOeizeC apenl or Itce&i Itlmp Despner,per Ae IRC,Ne IBG entl
qNSI?PIL FwperrerelpuiEenwnpeNingtivupnresponv�ili�ie5,�abnmlion,quelirymniml,sloz8e,�elivery,eretlion,leteralnclnin�entltliponalbreting,wnsullihele�es�etlitrono�ine '
IRqt�eIBC;AN51?PI1,I�eBC5lsummarys�eel5,an4lorBC51(BuilGinpCOmponemSaferylnlomalion)eveilaElelromSBGHa�xv.wsGtinOUSiry.comentlenyr¢IaleOinslallalioninlortnalion ENG/NEERINGuc
vupplieE In iM1e jobsim Oedege.TM1e Viiu aesi8^er or wss eesi8�enpineer(elzo Eetinea es e apeoa�ry an0��eeQ is NOT ine Buildlrp Designer ol�M builmrp.
Job Truss Tniss Type Qty Ply FISCHEft OBF-019
IBU5xi8
Biba16a11 T03 ComminTiuss 1 t
Job Re(erence o tional
?ROBl11LD, MOORESVILLE.IN a615B )430sOn1aY013MiTeklntlusGes,lnc. ThuJu10312'38'.i6]014 PeBe1
ID:nBVJnz2rBhwretK5NpuM9syJ17W-��78fgpDlzma5S151SjoVJUQJhqWI(U c75JxYKZ?n15
•.i<o, saa �aae �sa-0 2a�.o
'i�a-0 , sao , soa , saa � sa-a ,
q�g - $GIB=1:5].8
4
1000 12..Ssa O
15x4 O
3 5
�
m
4
5�8 II
5�8 II 3 9
6
2
�' �^i
10 9 8 ]
3a5 — 3x8 = 3'�8— 3a6 =
143b 20.]-0
' 10.38 ' td38 �
Plate Oflsets(X,V): p:Edqe,0.1-81
LOADING(ps� SPACING Z-0-O C51 DEFL in (lac) UdeFl L/tl PLATES GRIP
TCLL 25.0 Plates Increau 1.15 TC 0J9 Vert(LL) -02� 9-10 >999 24� MT20 197/t44
TCDL 10.0 Lumber lncrease 1.15 BC 0.57 Veh(TL) -0.52 9-10 >463 180
BCLL 0.0 Rep Stress Incr Ves VJ8 0.31 Horz(TL) 0.03 7 Na n/a
BCDL 10D Code IRC2006RPI2002 (Matrix) Weight:7B Ib FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD Structurel vrood sheathing direclly applietl or 2-2-0 oc pudins, ercept
B0T CHORD 2x4 SPF No.2 end verticals.
WEBS 2z3 SPF No2'ExcepY BOT CHORD Rigitl ceiling tlirecty applied or 10.0-0 oc bracing.
2-10,6-�:2x6 SPF No2
REACTIONS (Ib/size) 7=901/0.3-8 (min.0-1-8),�0=1019/0.3-8 (min.0.�-10)
Max Horz 10=248(LC 5)
Max Upiift7=25(LC 7),10=75(LC 6)
FORCES Qb)-Max.Comp./Mau.Ten.-All torces 250 Qb)or less ezcept when shown.
TOP CHORD 2-3=-1003/'119,3-4=-741/t44,4-5=-766/144,5-6=-1007/t20,2-70=908/'155,
6-7=785/102
BOT CHORD 9-10=-76/661,8-9=0857,7-8=0/657
WEBS 4-9=-BO/492
NOTES (7-10)
i)Unbalanced roo(live loads have beem m�sitleretl for this design.
2)Wntl:ASCE 7-05;90mp�;TCDL=6,Opsf,BCDL=6.Opsf;�=25ft;Cat II;Exp 8;encloud;MVJFRS Qow-riseygable end zone end GC
Eztenor(2)zone;cantilever IeR and ripht exposed;end vertical lefi antl n9ht eaposetl;C-C for members antl forces 8 MWFRS for
reactions sho.vn;WmCer DOL=1 60 plate gnp DOL=1.60
3)This truss has been designed for a'10.0 psf bottom chord live loatl nonconwrrent with any other live loatls.
4j Provide mecheni�al connection(by olhers)of iruss to beanng plate capable of withstantling t00 Ib uplift at joint(s)7,�0. .
5)ihis truss is tlesigned in eccortlance wi�h Me 2006 Intemational Resitlential Cotle sections R502.1 t.i entl R802.102 antl referencetl !
siantlartl ANSIRPI 1. t,;'
6)"Semi-nBid pitchbreaks wit�fxed�eels"Member end fxiry model was usetl in Ne analysis entl tlesign of this truss.
8�� BC51��al stabiliry bracing for tmss system,e.g.diagonal or X-Dracing,is always required. See ``1�t�t��U�ti�p�� �
9)23.It is eztremely important to propedy install temporery lateral restraint and diagonal bredng,in \��t�� �pSEPN ��/��r
10) eccortlance with BCSI-62 or using proprietary melhods(e.g.Slabilizer,etc.). �� a ��57 4,'� �
� .�Q';et��' EaFa,''�,'�-
LOAD CASE�S) Siandard 2 �c •9 �
' : PG-1)072220 'y —
= e . _
STATEOF ' C �
r��9�,a'•:r�0!A!M T':'�`aG'w�
.� 6 • . • v� �.
'',',/J�SJ�1II�i 1iNN�\``,`
July 6,201�
� WNRNMG Pieesem o B��y viewm C t efsACknwAetlBememorProB �m5u aeeTe sl M uleduretlP tl n � .V nrya sg parematersa a a dnotes in T
pesip OdvA g anOIM D J R i renm SM1eet( OY1C)Eebm se.Cny M T k tl pl tez � II Ee e0 i N t des8�tl n8�o be al G. TH Vus E g Jrewi p'0 1 5
vcple I mspon M4q 1a Ne tlesiBn M Ne v p1e W as mpa ent Oep deO M1 - .T� tl sig pY loetl B�4� s ue lny i Vi po I br eny p Nwl e
E ICnB s�Mrenpon5itiNlyOlN O.vne Ifi Ow��elseW�w¢eEaO ��orIMB-Id B�+�B e pe ANSIRPII. Lel I it - IE gnet � n�nE �tl IwGea tlUON Len
amlorcomp2sfioneuckl'nponty,notio�bulEnBiteOility02unp.Atldi6onaliempo2ryreslranVd�aponelEntlnplob rez1aL'I'rytlunngwnsimdon"s��erespone�IyoI1M� s nstalbr.
HOditlonal pertneneM builEinp sta�lllry E�eong o�t�e oveall simclure Is V�e responsibilXy o�I�e Ovmer,l�e Ovmefs eW�onzeE apenl or I�e Building DeaiO�aq per t�e IRC,Ae IBC entl
ANSIRPII. Fapenerzlgui0ancerepaNinpOesipnrezponsiEili4es,laMrstron,qualiyconlml,floraBe,Oelivery,erection.laleralrestreintenOtliagon+IEeeonB.��autliM1elateste0itbno(t�e '
iRC.me iBC,nNSViPi i.ma BCSI wmmery sneen,anaor BCSi(B�aarg Componem Se1ery imomuaon)eveuaeie Imm SBGn a�xxwsodn0ust�y.mm ena any re�aiee Insunvuon inmrmaoon ENG/NEER/NG�cC
wpplie0 in IM joCVle paGtpe.Tpe truss Eevgnn M Irvss Ee4pn enpir�zer�eba OefineE es a Sp¢Galry enpineet)is NOT I�e BuIIEi�q Dezipner ol iFe builEitp.
J00 TNSS TNSSTyp¢ Qty Ply FISCHEROBF-019
IBM5241
B1N1WiI T034 ComrtpnTNss 1 1
Job RMerence o tional
�ROBUILO, MOORESVILLE,INi615B ]430sOq1CY013MiTeklnOUSVies.lnc T�uJUIW426'16401< PaBet
IO:n8Wnz2rBhvrtatKSNpufH9syJ17W-hjT6FgpDIZm�5S151 SjoVJUQfiprXUOc7SJxYKZ?n15
-i-0-0� S3D 10.38 li2-0 i0.3-0 40.]-0
'i<-o ' sao ' s-o-e ' a-io-e ' si-o o<-o
9�y - $tale=l:5],8
4
10.00 t215x4 O 1.5xa G
5
3
�
d'
Sx8 II
5x6 II 3 9 6
]
�1
In
i0 9 a ' . o
3�' — 3xB = 3�= O�B II
iaa-e zaaa zo-�-0
inaa • siia o<n
Plate Offsets(X Y): B'0-4-9,0.0-01 P:0-30,0-0-81
LOADING(ps� SPACING Z.p.p CSI DEFL . in (loc) I/defl Lld PLATES GRIP
TCLL 25.0 Plateslncrease 1.15 TC 0.77 Vert(LL) -02t 9-10 >999 240 MT20 197/�44
TCDL 10.0 Lumberinuease 1.15 BC 0.61 Vert(TL) -0.57 9-10 >416 180
BCLL 0.0 RepStresslncr Ves WB 028 Hoa(TL) OA2 7 n/a n/a
BCDL 10.0 Code IRC2006lrP12002 (Matnz) WeighC 78 Ib FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD Siructural wood shealhing tlirecUy applied or 2-2-0 oc putlins, except
BOT CHORD 2x4 SPF No2 entl verticals.
VvEBS 2e3 SPF No2'ExcepC BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
2-10:?xe SPF No.2,67:.2x4 SP No.1
REACTIONS pb/size) 10=1008/0.3-8 (min.0-1-9),7=890/0.3-8 (min.0-1-8)
Max Hoa 10=250(�C 5)
Max UpIifl10=75(LC 6),7=24(LC 7)
FORCES Qb)-Maz.Comp/Ma�c.Ten.-All forces 250(Ib)or less ezcepl when shown.
TOP CHORD 2-3=985/179,3-0=746/143,4-5=7t4/145,5-6=965/118,2-10=-894A 55,64=770/99
BOT CHORD 9-10=-80/629,&9=0/615,7-8=0/6t5
VI�EBS 4-9=-83/410
NOTES (7-10)
1)Unbalancetl roof live loatls have been consitleretl For this tlesign.
2j Wnd:ASCE 7-05;9�mph;TCOL=6.Opsf;BCDL=6.Opsf;h=25k;Cat.II;Erp B;encloseQ MVVFRS Qow-rise)gaDle end zone antl C-C
Exterior(2)zone;cantilever leR antl ngh[exposed;end vertiral lett and nght exposed;GC for members and forces 8 MVJFRS for
reactions showq Wmber DOL=1.60 plate gnp DOL=1.60
3j This lmss has been tlesigned for a 1�.0 psf bottom chord live load nonconcurrent with any other live loads. -
4)Provitle mechaniral connection(by others)of vuss to beanng plete capable of withstantling 100 I�uplift at joinqs)10,7.
5)This truss is tlesignetl in accortlance with Ne 2006 Intemational Residenlial Cotle seclions R502.1 L1 and R802.t02 antl referencetl
stentlartl AN51/TPI t.
6)"Semi-rigitl pilchbreaks with fixetl heels"Member entl fxity motlel was usetl in the analysis antl tlesign of[his tmss.
7)1. AtltliEonal stabiliry bracing for truss system,e.g.diagonal or X-bracing,is aMays requiretl. See /
8) BCSI1. ll\t+i1112b(� �
9)23.Ii is extremely important to proDetly install temporary lateral restraint antl diaBonal bracing,in ���Jl S�PH ft �
10J accordance with BCSI-B2 or using proprietary methode(e.B�Stabilizer,etcJ. `�� �� ��. p�
LOADCASE�S) StendarC `�Y Q,�G�57�'?FO�T�9�
— ; PE-7)072220 : =
= o . _
� "o �= STAiE OF 'C i
:'
%p�,t�'•tin'DIAN�'.��a�w:
'','''���5���tA�i�NG������.
July 6,201�
� WnRNING FeexN mup�ly ¢wll�e'C stomeliACknoxleEp emolPmB'les�nm eieimzmrmanmaoureaProa as i ve yaes�pnpe�amerone a ero�es �n Tmss
Des B aTM�G a C 11ie AJ R i rence SMet( ,0310)b b .Cny MT k da plates sM1aII be u5etl br 10 51msa 0esign tlrnx p t ee i e.m i 0 9 O ewi p� 0 oles
accepla I sp n Eltyi 1M1 dasi0 ��� � platmss po en�EeDaed� ren.T� � 'pneszumptons,loaE B dl 'tebliry 0 f�0 o po eMb enyp n ler ,
b IE 8- �h sPe�sEltyolNeQme��� O.m fseu0o'e0 8 �o���eB'Id� pDe'p erparANSI?PI1 Lale I t � Itl sp et M1 n'nd E I b tlU N m0ers
R 10I mTpR5E1011 EIILkII�O�ly��0110!OY Id II�S�Bblllly�R[l10.AOE�001181�CIIIOORIy 22�R�UEiepO�dl�r3tl�Q�O�SU�E f�eE I ly tlMllp MIISWtli�1115 M¢lC60�3 b�llfy OI1�¢�NSS�n5(BIIEI,
AOOi4onal peRi�pneM Euikinp stebiliry Ontlng of Ne owrall sWtlure Is Me refponsiGilpy ol Me Owneq Ne Owne�z euMO�eO egent or tM Builtlin8 Desipner,per Ne IRC,Ne IBC antl
NNSViPI 1 Fw peneral puiEawe mpaNinB tlei9�25ponsiCiliue;(aEnulbq Qualiry mnlml,storeBe,tlelivery,erec4on.lalenl rest2in�enE Olagmel breon0���sull iM1e lelezl e0ifion ol l�e
iae,m�iee,nNSrraii,mescsis�mm,�y:na0u,a�morecsi�e�am�eeomoonemsereyi�ro�eao���a.ea,eiar�msacnm.�..,.ma�a�:i�y.mma�ae�yrcia�ee���s�eueuo����ro�e�m� ENGINEER/NGetc
suPO��ea In me loe:i�e padeGe,rne�w:aesianer or imss aesipn en8�ne<r(abo eebnee.a e:Pxiairy eneineetl is NoT ine 6ui�ain8 oeslener onee eul�aing.
J0� TN55 TNSSType Qty Ply FISCHEROBF-019
IB4452e8
B1iN6N3 NS PIGGYBAGN9ASETROSS 6 1
JoE RMerence o tionel
PROBUILD,MOORESVILLE,IN/fi158 )a30 5 Od 14 3013 MiTek InOUZNes.Inc. Sun Jul 06 W'.08:45 201� PaBe 1
ID:nBVJnz2rBhvrtetK5NpufHBSyJ17W-rjsieUBd�RI6iDgG_T_wccE2D1DwE6NH(Umctl¢_tG9
.1-0-0 9b-2 169-02 I 2L941 269-02 9S1$ 4'�.8
i-0�G &62 ' &310 5-0-0 � SD-0 ' 8310 � 83-2 �
Scale=t:]9.t
SA6 =
1.5x4 II 5y5 -
8.00 12 6 � 8
Sx8 WH�i 5�.5 WB�
5
m q 61 ' -,13 9
a �CB ta �
6" �16 5
�
3a6 i Q� / dx6��
11
3
.�, 'Z �-12Z �o
1] i6 i5 14 13
3x4= 3z8 = q� = 3x8= 3x4= Bx8 I I
6aE II
11-0-2 � 21-9-12 324E I 43�4�8 i
11-0-2 10.9-10 tU9-10 10.9-2
PoateOffsets(X,Y): �2:0.&13.Etlqe1 f5:0-4-0.43-0� �6:0312.42-0� 18:631242-0� 19:4300.3-4�
LDADING(ps� SPACING p_0.0 C51 DEFL in (loc) I/defl Ud PLATES GRIP
TCLL 25.0 Plateslncrease 1.15 TC 0.71 Vert(LL) -0.241315 >999 240 MT20 197/t44
TCDL 10.0 Lumber lnaease 1.15 BC 1.00 Vert(TL) -0.73 1315 >714 180
BCLL 0.0 Rep Stress Incr Yes WB O.6B Norz(TL) 024 12 n/a nla
BCDL 10.0 Code IRC2006/TPI2002 (Matnx-M) Weight:2�51b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SP 2400F 2.OE'ExcepP TOP CHORD Structural wood sheethin8 tlireclly applietl or 2-2-0 oc purlins,ezcept
68:2x4 SPF No2 2-0-0 oc putlins(3-615 max.)'.68.
B0T CHORD 2x4 SPF No2'ExcepP BOT CHORD Rigid ceiling direUly applietl or 10.0.0 oc brecin8� Excepl:
2-16:?x4 SP Na� 1�-12 x bracing:1120.
WEBS 2r4 SPF No2'ExcepP WEBS 1 Row et midpt 6-17,7-15,e-13
4-17,t413:7�c3 SPF No.2
SLIDER LeR 2x6 SPF No2 1-60,Right 2u6 SPF No2 2-0.0
REACTIONS (Ib/size) 12=2213/Mechanical,.2=2282/0-&e (min.0.2-it)
Max Horz2=271(LC 5)
Max Uplift12=t63(LC 7),2=t95(LC 6)
FORCES (Ib)-Maz.Comp./Man.Ten.-All forces 250 Qb)or less ezcept when shown.
TOP CHORD 23=1445/0,3-4=3317/476,4-5=3121/457,5-6=3115/513,G7=2341/473,
7-8=2341/473,&9=3054/508,9-70=3060/452,10.71=-3243/413,iL72=1155/0
BOT CHORD 2-17=325/2644,1617=-188/2116,i 516=-188/2116,14-15=-117/2105,1314=-117/2105,
�2-13=.247/2576
WEBS 4-17=-511/250,G77=113/750,6-15=242/77t,745=868/336,&15=-240l793,
8-13=-109/679,10.13=-059/244
NOTES (11-14) '
1)Unbalanced roof live loads�ave been considered for this design.
2)Nhnd:ASCE 7-05;90mph;TCDL=6.ODSf BCDL=6.Opsf;h=25ft',Cat II;F�cp B;enclouQ MWFftS(low-nse)gable entl zone antl GC
Extenor(2)zone;cantilever left antl nqht exposed;end verocal lett and nght exposeE;PC for members and forces 8 M'NFRS for
reactions shrnvn;Lumber DOL=t.60 plate gnp DOL=i6�
5)Re�fe o g hde�r(s�or�WSs toru saconnectifobotlom chord live load nonconcurrent wiN any oNer live loads. *`lQ��,,y�ii.i'•'�r���� ' /
4� �SEPH r,
.
fi)Provitle mectianiwl connection(by others)of truss to bearing plate capable of withstanding 183 Ib uplifl et joinl 12 and 195 Ib uplitl at `.`,*Pa��C'y1S�crj���A��
joint 2. � � ;P O': 9 �
7)This truu is designed in accortlance with Ne 20061ntemational Resitlen6al Cotle sections R502.11.1 antl R802.102 antl referencetl = : pE-7)0 i2220 '; �
stan0artl ANSIlTPI 7. _ _
8)"Semi-rigi0 pilchbreaks wiM(xetl heels"Member end fxily motlel was usetl in ihe analysis and design of ihis truss. � p � .' � �
9)Grap�icel purlin representation does not tlepict Ne size or ihe onentation of the pudin along ihe lop and/or bottom UoM. � '�: $TATE OF � R'�
1U�Hanger(s)or olher mnnection device(s)shall be provitled suffcieM to support concentratetl loatl(s)52'I Ib tlown antl 2�91b up at : 9p''ti / *,:'�'� �
27-&12 on top chartl. The tlesigNselectian of such mnnection device(s)is ihe responsibiliry of others. ��. �`�,'••�;;��1�!M.• �� �
11)t. Atltlitional stability brecing for tmss system,e.g.diagonal or X-bracing,is ahvays required. See �4j� �$�y'� �N���`��
12; BCSI7. Y� P PeY� 8 B�in ',���!!/l/lllAlff«�����,`
73 23.It is e�ctremel important ro ro rl mstall temporary lateral resVaint and tlia onal brocin
74) actordancewiN BCSI-82 or using propnetary me�hods(e.g.Stabilizer,etcJ. JIIIY 6,ZO'I�
Continued on page 2 .
l. WARNING-ReavUwroiqnyroriewln 'CmtomefsMknw�ktlq m Io1Pr BuIUS�eM NT rtn t m nuteauretlP Cuas tortn.Ve�RyaesiB�Varomelers a tl olesmWfirvss
tl Oe'p OnninBenE�M1eIXJRefe SMeI(n.031�)G 1 .O MMT k tl pl 1 aM IIEe etl� N � tleip 02 ptoEe Id. TIf 1 0 y Omri 0� a�lea
aUGpUnceofRSpOnsEltyfo t� e sig It� ' gl ivaz p ME pdeE� ' .Th J ig ess p6on5lw� gW EI , 1e�Itly tl ol0i p tt renypatlwlar �
b ItlnB�sR�e25pon �Iryoit� Owne t� Own f ulho etl�g iorlM1eB IE 8��B Pe ANSIRPIt L le I 1 Itl sgneli sM1 nind tl al La aclioN embers
erelorcortpressionEUCkf�qanly nolforbuldnOS�aEYiryCau�g.NtlEi4onelle ponryresVainVEaBOrelGreunglo-nwesle0'Irytlunnpco^simtlbn sNerespmsElryollhet z'ns�elle�.
AOCl4one�pertreneM EulWinp s1aG�iry Crztinp ol Me ovenll suudure is I�e msponsiEiUy oi Ne Owneq N<O.mNS euNOV<0 epent or Rie Bulldinp Dezproq per t�e IRG.Ne IBC enE
ANSIrtPI L F«penerzl guiaarce reBaNinp Oesipn responqeil'Nes,feMalbn,qualM mmrd,simaB4 delivery,eretl�on,lalenl mztraint mE Eiegonal batinp,conwlt tne latest etlM1ron oi Ine
ieq m�iec,nHSirrai i,me ecsi s�mman•n��s,a�mo�ecsi�e��m�no comoonem saiey mro�euo�i a�,aame wm sacn ei w.�..wf;�a�s�y mm a�e,m rem�ea���.�ana�m����ro�aro� ENG/NEER/NG�m
wpplietl In iM1ejoCfile packeBe.The wss Eeaipner or imas tlesiBn enB��eer(also tlafinee as a speciely anginear)is NOi IDe 6uiltlinp Designer ol l�e euileinp.
JOb 7NSg 7NSSTy�IC ��y Ply FISCHEROBF-01B
186152�8
Bta4t61t2 T05 PIGGYBACKBASETRUSS fi 1
�JOG RNerence o tional
?ROBUILD,MOORESVILLE.IN C815B ]430 s Otl 1d 2013 MiTek Intluslries.Inc Sun Ju106 OfiOB'08101C Pape 3
ID:nBVJn¢2rBhwretK5NpuM9syJ17W-JwP1rqBFKFZ9ksosqh_OSa9PocNSIhM%VJEJ87z tG3
LOAD CASE�S) Standard
i)Deatl+Roof Live(balanced):Lumber Increase=t.15,Plate Increase=1.15
Uniform Loads(pl�
Vert:1-6=70,68=70,&72=70,1&22=20
ConcenVated Loatls(IC)
Vert:7=-521
� WARNMG %ene0orougnhre'ewlM1e'C i mersACknwAeep t eProe ICSU e NT�rtnsrormawfaaurtEPmd d I .V Mye g pa me� a a les nitisTrvss
�es8 D 'npenEt� pJRlrenre5� 1� .03t<)bef .OIyMiTk q pllss0all�ausetlbrlh 1 tl g tl gt Ee IdTtisWSSOasB�davnnp' Oicaks
axple olnspon'E'Ityl ,Ih Oeaip Ilb ��pl Imss p e tlepdetlh re TM1etlesgnassumplons Iced gtp Glq taDfny E IN p MI nyp Rrular �
bu ltl 0- ��e rcfpon bil ry ol0e O.me Na O.mefs eull�orizM ap ior 1�e 8 Id g pe'p r per ANSIRPI t. Lete I t t 0 i B�L sli � on'nE a i w<e em mom mbnxrs
are lo�comD�ewon 0 41i�q any,nol iw EuiIE ng suEi��retiiq.ACENOnaI lemporery resire nUEiaBOrel Eredng lo'nwre neU i'y tlunn0 mniWC on Ia Ne responsipiliy o�tlu imss Instalier.
ACONOneI pemytwnt Euiltlitp 9eEi1M�nonp of Na ove2tl sWtlure is�be reapOnsibilRl o�t�e Qm�eq t�e Q'mefs eul�oHeE apenl or N¢BuiltlinC�sipner,per Ne IRC,I�e 19C anE
ANSI?PI t Por penerzl guiUaze reBatCmp OesiAn rcsponsi�ililies,fa�nw�ion,quallh����I,sloa0e,�elivery,emNon,laterel roslreinl and tlie0onal ErannB�wnsull l�e latest etlltion olt�e
iRC,meiec;nr+sirtaii,maacsis�mma�v:nae�,,�mo�acsi�ewmme�mae�e��sareymm�auo��e�aueeiewmsecne��....:oe�a�ny.�ma�ae�r�eia�<a��s�ana��o��„m�„aeo� ENGINEER/NGttc
aupptiee in tne joevte pe k.6a�T�e�+zz aevo�n or wss aesa�enpineer(a�w dernea es e epecuXy enpineer)is rvor me Bui�aiip Designer m me eui�airp.
JOC TN49 TNSST�E QIY PIY FISCHEROBF0IH
IBM52�8
fi1M16112 TO6 HALFHIPTRUSS t 1
Job Reterence o tional
PROBUILD, MOORESVILLE,IN 1fi15B U30sOtl1<2013MiTeklntlm�nef.lnc TpuJU1034:I8tl8201� Poget
ID:nBVJnz2rB�vrtatKSNpuiH9syJI7W-efiEV4MrUqa0lPmSU911GtlkZkQV�3?EBuamo2cCz?n13
-0 6-9-12 � 9-0-3 9-2-0 ' 9.7.7 93-11
Sule=19B.3
5i� 3.8 = 3a4 = LSr4 II Bx16 = 3y4 II
9.00 12 4 5 6 ] 8 10
��.' � 3rt i n-I S �5 '!. gl 2 � 1 1'I ,d
3 �
I� b�Z I
1fi 15 14 i3 4 11
Bx8 = 4i� - Sa10 MT18H = 3xe =3zi8MTiBH = 1.Sx4 II <xB =
69-12 iStO15 2S1E 3a-J-13 03]E
69.11 ' 843 ' 9-24 � 94-] ' 9J-11 �
Pla[e Offsets IX V): �2:0.0-0 0-3-1� �4:0-31 Edpe�,�9:0.1-72,0-&0�,�10:Edpe,0-2-81,11 tEtlpe,0-2-01 f14:0-2-0 0-1-8� ry 5:0-50 0-&0� �16�.0-2-8 0-2-0�
LOADING(psfl SPACING 2-0-0 LSI DEFL in (loc) I/Oefl Utl PLATES GRIP
TCLL 25.0 Platesincrease 1.15 TC 0,94 Vert(LL) -0.3814�5 >999 240 MT20 197/144
TCDL 10.0 Lumber lncrease 1.15 BC 0.95 Vert(TL) -0.97 1415 >541 180 MT78H 197/�44
BCLL 0.0 Rep Stress Ina Ves WB 0.9� HorzQL) 0.30 11 Na Na
BCDL �0.0 Code IRC2006/TPI20�2 (Matnx-M) Weight 1951b FT=20%
LUMBER BRACING
T'JP CHORD 2x4 SP 2400F 2.OE'Ezcept' TOP CHORD SWc[ural wootl s�eathing tlirectly appliea, ezcept end verticals,and
1-0:2x4 SP No.�,570:2x4 SPF No.2 2-0-0 oc purlins(2-2-0 max.):4-10.
BOT CHORD 2x6 SPF No2 BOT CHORD Rigitl ceilin8 tlirecty applietl or 2-2-0 oc breang.
VJEBS 2x3 SPF No2'ExcepP VJEBS i Row at midpt 5-16,&11
5-16,5-14,8-74,8-t1:2x4$P 2400F 2.OE
S�JDER Left2x3 SPF No21-60
REACTIONS QD/size) 11=1958/03-8 (min.03-1),2=2029/0-3-8 (min.0.3-3)
Maa Noa2=145(LC 5)
Max Uplikt 7=241(LC 4),2=94(LC 7)
FORCES (Ib)-Max.Comp./Max.Tert-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3-1254/159,3-4=2968/253,4-5=2356l253,5-6=-4486/555,67=-4486/555,
7-8=4486/555,10-t1=268/94
BOTCHORD 2-16=-208/237Q 1516=397/4299,14-15=-394/4303,13-14=336/3149,12-13=336/3149,
11-12=-336/3149
WEBS 4-16=-56/1135,5-16=-2270/389,515=0/386,614=-78/256,7-14=-609l209,
8-14=-t44/1505,8-'12=0/405,&11=3504/424
NOTES (10-'13)
1)Unbalancetl mof live loads have been considered for this design.
2)VJ�nd:ASCE 7-05;90mph;TCDL=6.�psh,BCDL=6.Opsf;h=25k;Cat.II;Exp B;enclosed',MVJFRS(low-nse)gable end zone and GC
Exterior(2)zone;�antilever left and nght exposed;end ve2ral IeX and nght exposed;GC for members and brces 8 MVJFRS for
reactions shown;LumDer DOL=1.60 plate gnp DOL=t.60
3)Provide adequate drainage to prevent waler ponding.
4)AIIplalesareMT20platesunlessothervriseindi�aled. �t�l��j���E��4p� �
6'Provitle mechani�al con ectioo rb others5fof�W s t hb erlio'�late ca able of w lhstendin�100 Ib upfR al'oint(s)2 except t-ID) `t>>�ti pS�PH rr��i
) ( Y ) 9P P 6 1 �- � S . •.. �C ii
ti=247. �� Q.a;•'G157c^a. "fT'i
7)This Wss is tlesignetl in accortlance with the 20061ntemetional Resitlential Code sec[ions R502.tt1 and R802.102 and referenced M1�:Q„$ F`��'•;(n9J„
stantlartlANSI/TPIt � , PF ��Q�2220 � -
8)"Sem�ngid pitUbreaks w�N fixetl heels"Member end fxiry motlel was usetl in the anaysis and tlesign of fhis truss. - -
9)Graphiral pudin repreuntation does not depiC Me size or Ne onentation of Ihe putlin along Ne rop antl/or pottom ctiortl. ; a � ; � -
10) 1. Atlditional stability 6racing for truss system,e.g.diagonal or X-brecing,is always requiretl. See % -O'. $TAT£OF ;� C �
t1) BCSI1. G y : . :p �
12)23.It is eutremely important to propedy install lemporery lateral restraint antl tliagonai bradng,in � ���,�.�;7V���Nr.�`�y�;
LOAD CA�SE(S) Stanie tlCSI-B2 or using propnHary methods(ep.Stabilizer,etc.). 4��'F'�SJ�"A i�aCf```.,��
� July 6,201�
t. WARNING PI uID B�N ��'�� C 1 raACknowktlp �o�Pr8Itl51 0NT sf M letl DP Cd brm,V fytl �0 P � tl 0 ta Ili T
d� Desg �e � BantlID DJR f enmSM1 et�re.03iC�0et re se.OIyMT k tl p t ssh IIEe Oi N t stl g tl 0� � Id Tli � tlesp tlmwi p' d tess
eae0�a o� sponve lily f Ne Oesig I lh ' gl Imsz p I E p tl tl� - .ih tl g ess pY s IoaO g w d iqns s�ta�IM a E �N s po �I y p rv 1 �
E JO ng�s IM 2zpon dl ly of Ne Owne N Owi�! BuNOR¢tl iy<0�O�M Bu IO q CG j pe NNSIRGI 1. L t I z1 �E y 4 � n'nE''0 I E 0 U�oN M
ee(orwmpmssionOCklnBOnty,notfoGwlOnOStaefrye -rq,AEEti h p ryrenlranl/tlp loaunptob �Glrytlnng Wco -siM1e pnStilryoftM1ewss'nsialler.
AGGNOnalpertnenen10ul0ings1e0illry�radnpoflM1eoverellsWClure�slherespons0ilityollM1eO.mer,lheOvmefsaut�onzedaBenlort� BuIEinBDaspne perl�elRC,1�eIBCenE
ANSI/iPlt. FagenezlBUidatrc.amOeNinpEevgnmapOn4DiliYes,faMGtion.qualMwnva',sloiepe,0efnery,amGOn,lelerelresVeintenOEiaponalGednp.wnsuXiM1ela�esletlilionolN<
IRq IM IBC,ANSViPI 1,Ne BC51 wmrtary fOtt6,enNw BC51(BuilCln9�mC�enlSalery InbmuM1On)avetleble hom SBCF at w+.w.sOtinOUSM��m an0 eriy reWteE installation InfoimaLOn F11fG/NEERlNG�cc
auppliM in�M jobsile peGa9��THe�mss tlevpner w wes tlesipn enBineer(alm OefineO es a speuelry enB�neep is NOT��e BuilOinp DeeiB^e�ol l�e Euilairp.
Job Truss Truss7ype pry pty FISCHEROBF-01B
IBH450
B1M16dt2 T01 HALFHIPTRU55 1 1
�JOb Reference tional
PROBUILD,MOORESVILLE,IN <6158 9130sOtl1<Y013MiTeklnCUS�nes.lnc SunJV10606'.1066YDt� Pepe1
� ID:nBVYnz2rBhwratKSNpuM9syJ17W-ZS11RLtuBh7ex4NOL13HuUe05ovPjmwMlemUFaz_tF7
1-0 931P BE-5 BE-5 88�5 8�8-13
$rale=1:]9 0
3x4 =
Sa6 ° 3x4 = 3>6= 4#,i= 36 = 3x4 I I
4 5 6 7 B ��
� � 8.00�11
Sd6 42 11
1 4 � ] 8 1 01 �'
�a ''0 3�1'i i �
3
� �2
0
i6 15 1a 13 12 11
y� _ 3x16 MT18H= 3x6 = 3x16 MT10H= 4a6 = 3� _
6� II
9J-12 2D83 32�9 d3]b
' 93-12 ' 11�4.] ' 11-04 ' 11b-15
Piate Offsets(X 1�: �2:0-3-13 EtlQe] [4:0.3-1 Edge7 f8:0-2-0 0-2-0� �tO:Edqe 0-2-81�j?2:0-2-0 0-2-0� f16:0-2-8 0-2-0�
LDADING(ps� SPACING p-0-0 CSI DEFL �� (�a) I/defl Ud PLATES GRIP
TCLL 25.� Plates increase t.15 TC 1 00 Vert(LL) -0.38�416 >998 240 MT20 197/144
TCDL 10.0 Lumber Increase 1.15 BC 0.82 Vetl(TL) -1.08 7416 >485 18� MTiBH 197/144
BCLL 0.0 Rep Stress Incr Ves WB �.96 Horz(TL) 0.22 t 1 Na Na
BCDL t0.0 CodeIRC2008/TPI20�2 (MaVix-M) WeighC1821b FT=20%�
LUMBER BRACING
TOP CHORD 2x4 SPF No2'Except' TOP CHORD Structural wootl sheathing tlirec[ly applied or 2-2-0 oc pudins, except
Y4:2x4 SP 2400F 2.OE end verticals,antl 2-0-0 oc putlins(2-1-0 max.):4-10.
BOT CHORD 2x4 SPF No.2'Excepf' BOT CHORD Rigid ceiling directly applietl or 2-2-0 oc bradng, Except:
11-13:2s4 SP 2400F 2.OE 10.0-0 oc bracing:11-12.
WEBS 2x3 SPF No2'ExcepY VJEBS 1 Row at mitlpt 5-t6,7-12
516,&11:bc4 SP No.i 2 Rows at 1/3 pM &11
SLIDER Left 2�c6 SPF No2 180
REACTIONS (Ib/size) 11=1858/0.&8 (min.0-1-10),2=2029/0.38 (min.0-&3)
Max Hoa2=195(LC 5)
Max UPlifli 1=219(LC 4),2=44(LC 7)
FORCES (Ib)-Maz.Comp./Mau.Ten.-Atl forces 250(Ib)or less except when shown.
TOP CHORD 2-3=t 122/121,3-4=2892/246,4-5=-2262/263,5-6=3320/329,&7=3320/329,
7-8=-2601/296.10.17=25Z91
BOT CHORD 2-16=-2fi32276,15-16=313/3274, 14-15=313/3274,t3-14=307/3212,12-13=307/3212,
11-12=229/2184
WEBS 4-16=-01/1003,616=1380823,574=0/293,7-12=922/155,&12=0/1029,
8-11=-2695/313
NOTES (70.t3)
1)UnbalanceE roof live IoaES have beem m�sideretl for t�is tlesign.
2)WmC:ASCE 7-05;90mph;TCDL=6.Opsf,BCDL=6.�psf;h=25tt;Cal.II;Exp B;enclosed;MWFRS(lav-rise)gable entl zone antl GC �
Extenor(2)zone;rantilever lek antl nght ezposed;end vertiql left and nght exposetl;GC for members and forces 8 MYVFRS for
'reactions�own;Lumber9DOLP 1.6�plate gnp�DO n81.60 ``�p���pSEPNq�� �o� .
3 �mv'�tle ad uate tlraina e to revent water �
4)All plales are MT20 plales unleu otherwise intlicatetl. � „ ��` G�
5)This lluss�as Eeen tlesignetl for a t 0.0 psf bottom chord live load nomm�cunent with any oNer live loatls. ��Pa,-�G157g'��'�.,'f').��i
fi)Provitle mec�anipl wnnection(Dy others)of Vuss to beanng plate wpable of withstanding 218 16 upliR at joint 11 antl 74 Ib uplfi al ` � :.¢ O � -9
joint2. = ' PE-i10i2220 ' '
7)This iruss is tlesiBnetl in accortlance with Me 2006 Mtemational Resitlential Code seclions R502.11.1 antl R8o2.102 arid re(erencetl - _
stanCartl ANSI/TPI 1. - -
� o •
8)"Semi-ripid pitchbreaks with fzetl heels"Member end fxily model was used in Ne enalysis and tlesign of lhis truss. � '� : $TATE OF ' C �
9)Graphinl pudin representation dces nW depict Ne size or Ne onenlation of the Dutlin alonp Ne rop and/or pottom chortl. � 9�'•+�tiN N�` '�� �
t0)1. Atltlitionel staDiliry bracing For truss system,e.g.diagonal or X-0racing,is always required. See i,. �` , DIA. „•'�� .�
�» scsit .��"S • .... .. NG� �`
12)23.It is eztremely important lo propedy install temporary Iarerai restrainl and diagonal bracing,in ��4��S��4Ai,E��p���
13) a¢ordance wiN BCSI-82 or using propnetery met�otls(e.g.Stabilizer,etc.).
July 6,201�
LOAD CASE�S) Standard �
� WARNING % se�� uyhly 'ewlh C I mefsACknwA tlp �t fProB IOSt � tlTermslorManulepuretlProtl tts foim Venfytl y p metena E tl IesonitisTmss
❑ g D -�pantliM1 DJF t nmSM1 1� v.0314)E t .0 IyMIT kco paplatessnell�eusetllo��h Ws5tles8 4� gbbe Id. TF' i desB dravd B- d tea
avnpp ol spon Ltiry� N Oesig o(�M1esngleWSSCOmOO e �4 Ob�� - �T�O vp s p4 ns,lwd 0�a� es01�y c (N compo ii ranypeNailar ,
buJE p-51M RSponLd4ry f tlle Owne/Ne Pwn h No eC p 1 Rie Bu 10 g De'p ptt ANSIRPI 1 Lete I 1 � 1 O q Y �Own n�nE �tl al 0 en0 d1oN TBmCGn
ereforromDrosslonG ckli ponry naiaeuienu te�ItyE rp.AOOE nelle p ryresirenVtli p IE �n8�o�n 1 til'rytlunnp t don- �Oe afpo s01ry ittreWas'nstalleo
AaJI nalpe�menentD Id 8 �eElryEre-B Ilheoverellshud 'sl�ereaponstillyo�l�eOwn ine6.mefseW� eEagen�or��e8 IOnpO gnetp 1� IRC I�eIBCmE �
ANSIRPI1. FOrBeneralputlarrcertBeknpEevBnrt5pon5D1(esleditatron,OalltycoMml,s�aaBe4elveryereWOnlatealresVematlOepmalE on0 IIIM1 ItesteOlionofNe
IRC,IM1e IBC,ANSI?PI 1,Ne BL51 summary sbtt6,arMlot BC51(BuJCinp Cqmponen�$alery Inio�maLOn)aveJade hom SBCA ai xwx.zEtlnEUZVy mm en0 eM mlaiaE'nstalla4m�n�o�me4on ENG/NEIINNG ttc
�+pObeC In tM Io05ile pedaBe.Tl�e Wss tlesipner a Wss OevB�enpireer�elm OefineE es e zpaoaly mgineer)Ia NOT I�e Builtlin8�esigner of Ife Wiltlirp.
JOb TN33 TNSSTypC �ty PIY FISCHEROBF-018
18445351
B1M1641Y TOB HALFHIPTRU55 1 1
Job Reference tional
PROBUILD, MOORESVILLE,IN1fi158 Z130sOa1<2013MReklneusvies.Inc.TImJU1031]I6�30201� Gepe1
ID:nB Wnz2rBhwratKSNpuM9syJl7 W-aVIN2skM BGNe4bsGl nki9f/zI8FT8e824H9h6z?n 11
��� 6-0-2 I 11-9-12 � 19-8-9 I 2].]6 356 9 43]A
1-0-0 6-0-1 5-940 ]-10.13 ]-10.13 � ]40.13 ' 84-5 �
Srale=1:78.6
5� 3xq = Sx8 = q� = 3z4 II
5 8 10
m I B.00 12 m
J ,5.� ..
616 12 11 I
'? 4� 6 a 1 1 ,Y
5 14 �Y
lm 3� ..
3 4"�
1Z
d
18 15 14 13 1Y 11
Bze II
3xe = 3v16 MT18H ° 3e1 = 3x18 MT18H = 4a6= q� -
i t-942 21-9-02 324E 4&7�8
� 11-942 10.0-0 ' 10.9-00 11-0-2 �
Plate Offsets LXYY. I5:03-1 Etlge� [8:0-2-0 0.3-47 �9:0.2�0.742� (10:Edpe 0-2-8� 112:0.2-4 0-�-121
LOADING(ps� SPACING y.¢0 CSI DEFL in Qoc) I/defl L/tl PLATES GRIP
TCLL 25.0 Plateslncrease L15 TC 0.68 Vert(LL) -0.4011-12 >599 240 MT20 t97/144
TCDL 10.0 Lumberinuease 1.15 BC 078 Vert(TL) -1.0411-12 >502 180 MTteH 197A44
BCLL 0.0 Rep Stress Incr Yes VJB 0.90 Horz(TL) 020 11 Na Na
BCDL 10.0 CoCeIRC2006lTPI2002 (Matrix-M) Weightt851b FT=20Yo
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD SVUCIUreI wood sheathing direcLy apDlied or 2-2-0 oc pudins, except
BOT CHORD 9x4 SPF No2 entl verticals,antl 2-0.0 oc pudins(2-7-t5 maz.):610.
WEBS 2x3 SPF No2'ExcepY BOT CHORD Rigid ceiling direclly applietl or 2-2-0 oc bradng.
6-76,9-11:2x4 SP No.� WEBS i Row at midpt 1P11,8-t6,6-14,7-12
SLIDER Lek 2x3 SPF No.2 1-60 2 Rows at 1/3 pis 9-11
REACTiONS (Ib/size) 11=1958/03-8 (min.031),2=2029/038 (min.0.3-3)
Max Horz2=246(LC 5)
Max UpIift11=189(LC 4),2=-61(LC 6)
FORCES Qb)-Max.Comp./Maz.Ten.-All(orces 250{Ib)or less e:cept when shown.
TOP CHORD 2-3=-1549/a,3-4=-2915/276,4-5=-2630267,5-6=-2'102/262,67=-2648/305,
7-8=-1944/243.&9=1994/243
BOT CHORD 2-16=-310/2334,16t6=268Y2660,14-15=268/2660,7&14=25fi/2471,12-13=256/2471,
11-12=-193/t631
WEBS 446=-276/168,516=16/930,fi16=9t3/260,7-14=0/304,7-12=-907/�50,9-12=0/�075,
9-11=2300/225
NOTES (t0.13)
1)Unbalanced mof live loads have been consideretl for lhis desipn.
2)Wintl�,ASCE 7-05;90mph;TCDL=fi.Opsf;BCDL=6.Opsf;h=25ft;CaL II;6cp B;enclose0;MVJFRS(low-rise)gable entl zone anE GC
6cterior(2)zone;pn6lever IeM1 antl right exposetl;entl veNCal left anC nght exposetl�,GC(or memDers and forces 8 MVVFRS for
reactions s�o.m;Lumber DOL=1.60 plate B�P DOL=�60
3)Provitle etlequate tl2inage ro prevent weter pontling.
4)All plates are MT20 pletes unless otherv.�ise intlicated. /
5)This truss has been designed for a 10.0 psf bottom chord live load nomm�currenl with any other live loads. `��ttt:iilitit�����
6)Pm i89 mechaniral connection(by others)of truss to beanng plate capable of withstandinp 1001b u01ifl atjoinl(s)2 except QY-Ib) '\`��,����SEPM �����
7)This Vuss is tlesiBned in accor0ance with the 2006 lntemational Resitlential Cade sections R502.t 1.7 entl R802.102 antl referenced � P,�, `��STF,y".}A�
stantlartl ANSI/TPI 7. � � Q,�G lc�-�(n �
8)"SemLngitl pitchbreaks with faed heels"Member entl fixily model was used in ihe analysis and desipn of ihis truss. � �;� `9 �
9)Grephiql putlin representation tices not tlepict Ne size or ti�e onentation of the putlin along ihe top and/or bottom chortl. = PE-3�Q�n20 � =
10)7. Additional stabiliry bracing for truss system,e.g.diagonal or X-0racing,is always requiretl. See = =
ii) acsit % 'o�i, S7A7EOF } C ?
12)23.It is eztremely important to propetly install tempoary laterel resUaint and tliagonai bradng,in
13) acmrdance wiN 8C51-82 or using propnetary meNOOS(e.B�Stabilizer,etc.)_ ��9�,�.�.!tJp�^KT.•r���J
LOADCASE�S) Stantlard w`'����i��`��`JiA�i��t��,\\`
July 6,201�
� WRRNING PleaxOOma]�yreNewt� C mmelsACknvMeCO � �P��IOSIaMaNTe � Ma utaq reOProG clt Iortn.VmryC q pa te O C ie Ili T z
cevp UevA p enE iM Dr�Relemnm 5� �� .0;11)Ee(ae s :O y Mi7 k mrvmao paies nan ee ee i r m � e �B amx g� Le I d ili t E q tlrsw+g'r�e ass
accept t pon Eltyi Natlesig Rb anB�etrusscompo e t0 pdeC� ' .T� C v8 P� ,I O Bm tll s �IaLIMa tl xofN po Mfora yp tl I �
� '10 g� Pre sPOnsblry R�eOvma���eOwneh ulho�¢E 8 � r1�eB Id' g0esgnerp ANSI/IPI1 La�erelresirz ttlesB u � 'nd E I U tichoN e ce
�o�compresSionDCkingonly,nolfo �ulC' p Ib'I'tyL -p.AOdfonel�e po2ryreA�ainYtlagwl� ' gl lns Ib'fry0 8 � no�'siM1e sponsDlryofUelmas'nslaller.
AtltliYOnal pemunent Euildn8 S�aEifiry Eretlnp ol Pe ovenll slrvpure I5��e rtsponvEility ol Ne Owner,Ne O.mels aul�onzeE aBe��or IM Bu ICinp Oespneq per��e IRq t�e IBC an0
ANSVIPIt Fwpenerelgui0az.emOONinpEGSgORSpanSi�ili48;fabin�ian,puelirymnlml,s�waBe.OelrvGry,ereWOn,ldbldlreSVeiniBndEiaBa�e�aeonB.��wtlNela�ezleEi�pnOfP< "
iac,imieqnesvmi+,m�eesiwm�n.n�v,.�ao�ecsifa��a���e�mro�e��seierymmmu�m�1.•,aamexomsecn,i..w,..:ee�a��vy.mme�aamreiaiee���s�auaoo����m�uo� fNGINEE'RlNGttc
supo��ee in ma joesi�e pedce0e.Tne wss eesi0�er or ovss aesipn ene��ttr plso aefinae ez a apeoa�ry enpineep is NoT ihe Bul�tlinp OesiB^er ot ine W i�eing.
JoC Tmss Tmss Type pty Ply FiSGHEP OBFm9
iBUS]52
Bti41641] TOB HALFHIPTAU55 1 1
Job Reference(oofona0
PROBUILD, MOORESVILIE.IN a6t5B ].43�sOtt113013MiTeklntluzGes,lnc. TIwJu103�1226:10Y014 PaBet
ID:nBVvhz2rB�wraMSNpuM9syJI7W-aUN2skMBGNe4CSGInki9f4g19ATBPB24H9hfiz?M 1
-0-0-0 ]$-P 143-4 21-0-1 9&106 361-11 4 ]-8
1-00 ]32 � 7-0-10 ' ]35 ' 735 � IJ-5 ' ]5-13 �
Scale=1]8.9
3x/_
8.00 1Z 5� i5x6 II 3>B = q� = 3x4 II
e � 8 9 10 ��
3�6 i /
1.5a4 �\ 5
q 13 1]
d � 9 6 ��5 5 t 3 1 13 '$
3aE�� �
4-1
3
� �2
1) i6 15 ta t3 12
3x< = 3a6 = 3x8 = 3� �� 3x8=
Bx10 =
11-0-Y .714-1 32-]b 43]-8
' 11-0.1 ' 10.6-05 ' 11-0-5 11-0-2
Plate Offsetg(X Y): �2:0.0.0 62-5� �6:0.30 0-2-0� �10:0.2-8 0.2-0� 113:0.2-8 0.2-0�
LOADING(ps� SPACING y_0-0 CSI DEPL in (loc) I/defl L/d PLATES GRIP
TCLL 25.0 Plates lncrease 1.15 TC 0.89 Vert(LL) -0.36 12-73 >999 240 MT20 197/144
TCDL 70.0 Lumberinaease t.15 BC 07T Vert(TL) -0.931243 >561 180
BCLL 0.0 Rep Stress Incr Yes WB 0.92 Horz(TL) 0.1fi 12 n/a n/a
BCDL 10.0 CodeIRC2006lrP12002 (Matri:-M) Weight2091b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No.2 TOP CHORD Struc[ural wood shealhing direclly applied, except entl veNC'als,anC
BDTCHORD 2x4SPFNO2 2-0-OOCpudins(&bOmax.):6�1.
`A'EBS 2x4 SPF No2'E<cepC BOT CHORD Rigitl ceiling directy applied or 2-2-o oc bracing.
4d7,7-15:2x3 SPP No2,10.12:2x4 SP No.1 WEBS 1 Row at mitlpl 11-12,7-15,8-13
SLIDER Lefl 2z3 SPF No2 1-6-0 2 Rows al i/3 pis 10.12
REACTIONS (Ib/size) '12=195fi/0.3-8 (min.0.3�i),2=2027/0-&8 (min.0.3-3)
Maz Hoa2=296(LC 5)
Maz Uplift12=152(LC 4),2=-72(LC 6)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less excepl when shown.
TOP CHORD 2-3=-7370/0,3-4=2902/260,4-5=-2643255,56=2486297,67=-2235299,
7-8=-2233298,&9=1644/238,9-10=1644/238
BOTCHORD 2-17=-379/2314,t617=219A923,iSi6=2t9/1923,14-15=22211968,1314=222/1968,
12-13=173/1253
WEBS 4-17=-372/206,617=-00/540,E15=-202/67fi,7-15=568/t99,&�5=13/443,
8-13=-903/158,10-t3=-13/1149.1b12=2058/t92
NOTES (g72)
1)Unbalanced mof live loads have been consiEeretl for ihis Eesign.
2)Wind:ASCE 7-05;90mph;TCDL=6.Opst BCDL=6.Opsf;h=25k;Cat If,6cp B;enGosed;MVJFRS(law-nse)gable end zone and GC
6ctenor(2)zone;rantilever left antl nght exposed;entl vertl�al lek antl nght exposetl;C-0 for members antl forces 8 MVJFRS for
reactions showqlumber DOL=t.60 plate gnp DOL=1.fi0
3)Provide adequate drainage to prevent water pontling.
4)This trnss has been designetl for a 70.�psf botlom chord live loatl nomm�current with any other live loads.
5)ProviOe meUanical connection(by ot0ers)W truss to bearing plate capable of withstantling 1001b uplift at joinl(s)2 excepl Qt=16) ` `��Gy��pl}���r� �
iz=isz. ,�`` SEPy F���i
6)This Vuss is tlesiBned in accortlance witti ihe 20�6 Intemational Residenlial Code sec[ions R502.11.1 and R802.'102 and referenced .�ti � yd� i��'
sWndartl ANSI/TPI 7. `� q.�. 'G157F;q�."}j�
7)"SemFrigitl pitchbreaks with fixetl heels"Member entl fixiry motlel was usetl in Ne analysis antl tlesign of this truss. `�.rf„Q. F��(P9 l
8)Grephical putlin represen�a�on tloes not tlepicY the size or the orientalion of lhe purlin aiong Ne top and/or bottom chord. _ , Px ����Z224 � �
9)1. Additional stabiliry bracing for truss system,e.g.diagonal or X-0recing,is always required, See - -
t0) 8CS11. - ' � -
11)23.It is eMremely important to propedy install temporary lateral restraint and diagonal brecing,in % '0 �: $7ASE OF ? Q �
12) accordance with BCSI-B2 or using proprietary methotls(e.g_Stabilizer,etc.). � g •. � �
' i �.P•��tir�i!�!'lT.+'��i��
LOAD CASE�S) Stantlartl ���i FS ' � V� .,�`
,''/���5�Jn iAU�Nd�y��``
July 6,201�
� wnaNirvc aieeae m upny e.,ma C ( re ncxnweeae �oi vme m sa a m re s ro Ma raa rea Pme ds mrm.ve y aavp oamme� e e m �n r
oe e a'am G��a�A � w SMGI(R.031<�G¢�OR�Se.O ly MTBk aw q�z sn n ea ea r m i a 'a a a� � ia. rn i e B am.;�q w muss
eaeptence tnfponsitiM1ryt«meeesla �m 'nplewu pon ia vd an ' .TMa g o� � a e at s Nolive a orNS p em� yp n i �
G 10 p� �MR p bl�y �N Oime ��BOm�eYaBUN MdOB�O��eB�Id g� SB 0 p¢ AN51?PI1. Ldl¢ I l �Id g 1 M1 ' d' �tl I E Od�oN m0a
6 f rmmpreasonG kl'n0onty,-nolfo OulEingstaDili�y�ratitq,NadAionallempo�erymlranVd po�ulOraunB�o����urestablty0uingwnatmtlon"sl�erqpons�lryollhetrvss'mtaller.
AOEitional permeneM Guiltlinp sla�lliry Oretinp o(Ihe overell zWdure izt�e rezponvEiltly of I�e O.mer,l�e O.vners aut�orizetl aBem ar Ne 9uil0inp Desipneq per O�e IRC,I�e IBC an0
ANSV(PI 1. Fa pe�21 quiCarce reBaNinp tlevgn responvEili4ea,faMOlpn,pualiry wnVd,smrage,Eelirery,erection,leterel nzlainl an0 tliaqonal betinp,conwtl N<Inen eEiiion ot 0e
ieqmeiBC.nr+Sirt�i,meecsisumme�ysnre�s,anworeesi�B��m�npComponemseierymmrma�an)evaiiaoieiromseenei�..seoneusM��maneamreiaieains�anaooninm�maeo� ENG/NEERlNGtm
suoP��ae in ine joealla pedeB��T����sf aesiB�er or�mss tlesi0�angineer(eIm eefinea es e speualry enBineer)is rvOT ine Builtline Designar ol t�e buil0lnp.
Job Tmss TmssType �ry Ply FlSCHEROeF-o19
184/5253
B14416Q3 Tt0 HIPTRUSS 1 1
Jab Reference tional
PROBUILO, MOORESVILLE,�N�6158 . )i30sOd192013MiTeklnEUSinec Inc TM1UJU1031228I12014 Pe 1
ID:n8Whr2�8hwrffiK5Npu/H9syJ17W-2�Gt iOtM6VOEGDA3q01zFMBDLiV4ChnLGk�DVZ?n10
. -0-0 86�2 83-t� ' S-0-0 ' S-0O ' &310 Bfi-2
5'ale•'I'.BO.P
5xfi 1.Sx4 II Sa8=
8.00 12 8 � a
Sx12 WB �i 5xR WB �
5 &1] 13
4 9
b � 10
6 9-5 5
1 t3
3a8�i a 3a6��
3 >>
� 1� �Z p
1] lb
n ie 15 ia t3
3x< = 3a8 = 3x8 = 3�R'i = 3R9 = 6�8 II
8x8 II
11-0-2 21-942 32-]L 4}]-8
' H-0-2 � 10.940 ' 10.9-10 I 11-0-2 �
Plate 0(fsets(X Y): �2:0.3-t3 EtlAe� 15:0.6-0 0.3�� �6:0.300-2-0� �8:0.3-0 0.2-0� �9:0.60 0.3-4� �12:0.313 Edge�
LOADING(ps� SPACING y_0-0 CSI DEFL in Qoc) I/defl Ud PLATES GRIP
TCLL 25.0 Plates Increase t15 TC �.96 Vert(LL) -022 1320� >999 24� MT20 197/144
TCDL 10.0 Lum6erinuease 1.15 BC 0.67 Vert(TL) -0.641517 >875 18�
BCLL 0.0 RepStresslncr Ves WB 0.53 Horz(TL) 0.17 72 n/a n/a
BCDL 10.0 CodeIRC2�O6RP12002 (Matrix-M) WeighCl9Blb FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2'ExcepP TOP CHORD Struaural wood sheathing directly applieQ ezcept
5-6,&9:2x4 SP No.7 2-0.0 oc puAins(4-0-8 mar.):6-8.
BOT CHORD 2x4 SPF No.2 BOT CHORD Rigitl ceiling directy applied or'Io-0-0 ac Eracing.
WEBS 2x4 SPF No.2'ExcepY VJEBS i Row at midpt 617,7-15,&13
4-17,10.73:2x3 SPF NO2
SLIDER Left 2z3 SPF No2 1-6-0,Rig�t 2x3 SPF No2 1-60
REACTIONS Qb/size) 'IY-'1967J0.3-8 (min.0-&1),2=2034/0.38 (min.0.33)
Max Horz2=269(LC 5)
Maz Uplittt2=58(LC 7),2=90(LC 6)
FORCES (Ib)-Max.Comp./Max.Tea-All forces 250 Qb)or less excep[when shown.
TOP CHORD 23=7334/0,3-0=2893247,4-5=2695/288,56=2687/342,67=1901/286,
7-8=7901/286.8-9=2692/344,9-10=2699/290,10-1t=-2897/248,11-t2=-1356/0
BOTCHORD 2-17=-289/2296,161�=-43/1772,1Si6=43i1772,'14-15=0l1773.1&14=0/t773,
12-13=-203/2301
VJEBS 4-17=-500/250,Gt7=118050,615=-'136/519,7-15=385/143,&�5=136/StB,
8-13=-t20l755,10.73=-503251
NOTES (9-t2)
t)UnDalanced roof live loads have beem m�sidered for lhis tlesign. �
2)NAnd:ASCE 7-05;9�mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25tt;Cet II',Eep B;enclouQ MWFRS(low-nse)geble enC zone and GC
Exterior(2)zone;cantilever lett and nght exposed;end vertical lett and righS ezposetl;C-C for mem6ers antl forces 8 MWFRS for
reactions shrnvn;Lumber DOL=1.60 plate pnD DOL=t60
3)?rovitle aCequate dreinage ro prevent water ponding. � /
4)This Uuss has been designed tor a 10.0 psf bottom chortl lire loetl nomm�current with eny other live loatls. ��iti1D�+Ult� �
5)Pmvide mechanical connection(by others)W Iruss to beanng plate capable o(wRhsianding t00 Ib uplift at joinqs)12,2. J��j1 SEPF{ ( �O
6)dhis truss is designetl in accordance with Ne 20061ntemalional Resitlenlial Code sections R502.1 ti and R802.102 antl referencetl `��� S� t`1�. �i��
stantlartlANSI/TPI�. � [� �'
� p . 'UtS7£q�. A :
7)'Semi-nBitl pitchbreaks wiN fuced heels"Member entl fxfry motlet was usetl in the analysis antl tlesign of this truss. � > :�� l��ti F �
8)Grep�ical putlin representation dces na depict Ne size or the orientation of the putlin along the rop and/or bonom chord. � ¢{ 9 %
9)1. Additional sta6ility bracing for Uuss syslem,e.g.tliagonal or X-bracing,is always requiretl_ See PE-71072220 = �^
10) BCSIi. _ � % _
1 t)23.It is ertremety important to propedy install temporary lateral restraint antl tliagonal bradng,in = �0 '; S7ATE OF ;' C �
12) accordance with BC51-B2 or using propnetary me[hods(e.g.Stabilizer,etc.). % 9 . ;y +
5���'•ti!!:DIf.NR:.���� `�
LOAD CASE�S) S�ntlartl ��i� FS+ ` ('j� �O�
'''/���st��iAU�NN���`p
July 6,201<
� WARNING H asel� g�HR��'�� "�� a efsACkno.N EB e��o1ProB 1E51 tl NTeima�orManuiadunGProO R io�m.Ve lytle�pnp remelerse 0 ea0 obsrnitisTmss
Oe g Orsm g entl IM1e 0 J Relemnm SMe�� 0310)belore s Cnty M Tek C pl tes sM1ell�e usee lor 1�s 1 5 4 �p a g t �e al tl. Tp s Ws E 'g erex� 0� dirates
acceplanceolrespons�lrytorl�etlesigno(IM1ei Bletmssco po hlJeptleO� ' .TMtl gneasumplons,loeE 8 tlt 'I Olty ollb' p Mf� anyp Rwler j
o�ie psl�e2e0on'E'Ny INepxnerN OwnNZautho�eO g torlMBlE B�spnerperAN51?PI1 Lale I tanitles8^alo sspownanlnEivOUalv.epantlUONmernbers
are lor Compre55ion Oucki ng mty,nol la Euildvp s�]Eillly ERtinO��`atliOONI lemponry mal2inUd po�01�rdting�o-nwrc slabiliy tlunrrq mn5Wt9pn is Ne mspOnsAiliry ol Ort Wss�ntlallef.
AtltltllOnel p¢rtreneM CYlitllnp sleCllly EaOnp OI NC OVCrsII SWqYre IS I�C RSponsOillly 01 NG OwnGl,N[OwnlfS BuMOnil4 dgGnl O!Vie 9uildinp DeSpnlq pef Me IRC.N¢IBC BnE
ANSIrtPI t For Benerel gui0ance mBaNmg tlesipn responsi�iliues,(a�ncalian,quallry runlyd,smraBe�aelivery,eradion,lalerzl resireinl entl tlia0�al Orzonq,wnsull Ne lalezl etlition of iM1e
iRC,ma iec,nHSirtai t,me ecs mmmen enee�s,eneror acsi(euiieina�omvo�e��saiery manne�ion)evaiiaoie imm sacn etww.vsounausvy.mm ana any reiatea instanation inmrmetron EN(�ilNEERING[tc
supD��ee In IM jobai�e pedage.The wss Eeaie�er w wss aevgn ene�neer(elso aefinatl es e specialry enB�^eer)is rvoT ine euilainp Designer ot Ine euilelfq.
Job Tmss TnissType Qty Ply FlSCHER09F-019
IBH52YI
BI�C1W14 TN PIGGVBRCKH45EiRU55 6 1
Job Reference o tional
PROBUILO, MOORESVILLE.IN 4fi15B ]�30sOdt<Y013MiTeklntlusRes,inc. ThuJU103t2Y612101a Paget
ID:nBVvhz2rBhwralKSNpuRl9syJ17W-lMqPwju_tpVv5uNIFOjpCoakP66oDa9ZWOmFI_z�n1?
' ]'
54-15 SS-0 SS7 ' S-0-0 ' S-0-0 Sb-1 56.7 ' Sba5 -0-0
S�le=1]B.P
Bx8 =
3x4 = 5� �
8 8
8.00 12
3x4 �i 3x� ��
5 B
�-,e n�
d isxa �� d
1 8 1] 1.Sv4 �/
3>B i q 10 &1] t0
3x6�
0 8- H
dx6 �i 3 15
3�6 ��
1
� 43H t]
13 �q
d �d
i0 19 t8 1) 16 t5
3M4 = 3r.8° 3x8 = 3xB = 3�B = 3x0 = 6x8 II
Bx10 II
8<-tp 166-12 26�b.12 "r1-10-6 434-6
8-0-f0 ' 84-2 10.0-0 340 B62
Plate Oflsets(X.V): B:4S8 0.142] �8:0.30 0.2-3� �13:0.313 Edae�
LOADING(ps� SPACING 2_0-0 CSI �EFL in (loc) I/defl Utl PLATES GRIP
TCLL 25.0 Plateslncrease 1.75 TC 0.90 Vert(LL) -0271&20 >999 240 MT20 197/14i
TCDL 1�.0 Lumberinaease 1.15 BC 0.87 Vert(TL) -0.6117-78 >854 180
BCLL 0.0 Rep SVess Incr Yes VvB 0.49 Horz(TL) 0.19 13 n!a n/a
BCDL 10.0 CodeIRC2006RP1200T (MaVix-M) Weight20316 FT=20%
LUMBER BRACING
TOP CHOR� 2x4 SPF No2 TOP CHORD Strudurel wood sheathing directly applied or 2-1-6 oc putlins,except
BOT CHORD 2x4 SPF No.2 2-0-0 oc purlins(4-2-�5 max.):68.
NEBS 2x3 SPF No2'E:cepP BOT CHORD Rigitl ceiling tlirectty applietl or 2-2-0 oc bracing.
6-18,7-18,7-77,8-17:2x4 SPF No2 WEBS 1 Row at midpt 5-�e,7-18,7-17,9-17
SLIDER Lefl 2aB SPF No2 2-0.0,Right 2x3 SPF No.2 1-60
REACTIONS Qb/size) 1=1951/Mechaniwl,73=2023/0.3-8 (min.0.3-3)
Max Hoa1=271(LC 4)
Ma<Uplrftl=57(LC 6),13=90(LC 7)
FORCES (Ib)-Max.Comp./M�.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=954/0,2-3=2822/204,3-4=2746232,45=2638/269,5-6=2214/295,
6-7=t755/282,�-8=1764/282.8-9=-2225/295.9-10=-2738/26Q 10.1t=-2805/234,
11-12=-2922/203,12-13=-1103/0
BOTCHORD 1-20=-2�5/2238,7&20=-65/2052,1&19=652052,17-78=5/t829,t617=13/2084,
1 Si 6=13/2084.13-15=-94/2334
VJEBS 5-20=-29/323,5-18=-542/175,St8=-55/808,7-18=-383/199,7-17=365/201, .
e-17=-53/BO6,9-17=571/175,9-t5=25/377
NOTES (9-12)
1)UnOalancetl roof live loads have beem m�sidered for this design.
2)Wind:ASCE 7-05;9�mph;TCDL=6.Opsf;BCDL=6.Ops(;h=75(t;Cat II;Eep 8;enUOSetl',MWFRS(lov+-nse)gable end zone antl GC
Eatenor(2)zone;cantilever leR and righl exposetl;end vertical IeR antl nght e:poseQC-0 for members antl forces 8 MWFRS for
reactions shown;Lumber DOL=1.60 plate gnp DOL=1.60
3)Provide atlequate drainage to prevent water pontling. /
4)This Wss has been tlesiBnetl for a 70.0 psf bottom chord live load nonconcunent with any oNer live loatls. �1���3tllitq�� �
5)fteter to BifCer(5)for tfuss to iNSS COnneCiions. 11< <F
6)PmviCe mechanical wnnection(by others)�of huss to beanna plate capable of withstanding 700 Ib uplifi at joint(s)1,13. �J�� �OS£PH O ��i�
7)This Uuss is designed in atcordance with Me 20061nlemational Residential Cale sections R502.11.1 anE R802.t02 antl referenced `�4,�_ 'G�S7£''y�.,�{'1,4i
standartl ANSIRPI t � � : � F�'� �r�
8)Giaphicel pudin representation does not depict the size or the orientation of the pudin along Ne top and/or bonom chord. � �;'4 � :9 ;
9)1. Additional stabilily bracing for Vuss system,e.g.diagonal or X-0racing,is always requiretl. See . � PE-7 10i2220 = _
�o) BCSI7. _ = � _
1�)23.Il is exlremely importan[to propetly install tempo2ry lateral restraint antl tliagonal bracing,in � •O�: STATE OF � a' ?
t2) accordance wiN BCSI-B2 or using propnetary methods(e.g.Stabilizer,etc.). % 9 : . :� �
LOAD CASE S � ��`~'ir�O!}.�i*:'�Sl���
( 1 Stantlard �4��F�S ' NG�`����
//������,�un n�`���``
July 6,201�
t. WNRNING R se0 BhN ��'�he'CmtometsAticnwA Eg mlo(Pm8 IEStaMaNTa�m5lo�MenufaqureOPmG ds Iorm.Vanlytl sg�pemmel 0 C 1 a Oi Tws
OO D 8 � � 6 tll� OJR� anceSMat(mv 0}�q)palo s .OnlyMTakco edo Olalesshallbemetlforl�at tl '8 tl x� 0� b ' I'd TM1' 1 O g E p- d t s
m,pl fre p n bltyfm�petlesipnolPefn01¢WU p tE ptleE� ' .TM1eEezgnazwm04ons IoeE B Of 'taLl�ya E seollh' co ponenlMtanyDarliwla� �
Du10 g stMrespo v�4ry IN p.mer MeOwnelsauVw'e0 g t �M&iIE ece�e �G�rqN51?PI1 Le�artl sl � Itle g aWnasl� o ' ti'tl I EanOtlioN Ee
enlormmpmssionbvrklnBOnlynotld�ulEnpslatilM�nap.AtlEroalte Oomry V» UEiagonalEreongro'n su�IryO 8 t d ' I�a ponDliyolRretrvss-mtellar
NEtlltional permenm�EuACinB s�aEiliy U2tin8 oi��e werall Amnure n Ne respons e I ly of Me Oxner,l�e 6.meh aut�onzeE eBenl or I�e Bu Idng Des pneq per iM1e IRQ��e IBC ana
qN51?PI1. FoiBeneielpuidancerepeNingOesipnresponsi�ilities,leEriraliorygualiryconiml,slorzge,Eelivery,eredion,la�eralreslrain�entlaiagonalbreang.consulll�elatastetlitronoll�e
IRC,�neiBC,ANSIrtPI1,meBCSlwmmarysnxu,anNOrBCSi(BUlanpCOmo�emsaieryinlormauon)a.aHamefromSBCna�w.w.sedneuzvy.mmentlarynle��lns�alie�onlnlomuimn ENG/NEERINGttc
w0Vtie0 in�Irt jo0si�e pfdepe.Ti�e W fs Eeipner aWss OeziB�enpineer(elm CeOnaE es e sperialry enpinee7lz NOT I�e BuilOinp Oesigner o��Oe UuilEinp.
JOC TN55 TNSSTyPE O�y Ply FlSCHEROBF019
184d5255
B1C41644 T1] PigQyEOGBaeeTmss 1 1
Job Reference tional
�ROBUILD, MOOftESVILLE,INOfi158 ZA3pzW1<YOt3MTekIMUSNeS.InaThuJU103112fi2320tLPepe1
I D:nB`hfiz2rBhvrtetKSNpuM9syJl7 W-_40o73vce8eyVXK W�RLRKnHZS WBQgbuek2V pH�x?n 1_
c
1-0 &6-2 ' B&10 � 5-0-0 5-0-0 ' BJ40 8-11.2
s�ia=teo.e
Sx10MT1BH �i
1.Sx0 II 6x8 O
8.00 �2 e � 6
Sx12 WB � \
Sat] WB �
5 &t &12 B
a �� io �
6 p� 4
1 1�
3sB �i 4
3
m �Z N1=
a 18 15 14 13 4 �
3x4 = 3xb = 3xB = 3x8 = 3x0 ° 5x4 �
6xe II
11-47 168-1I 21-&12 269-12 32.7-6 4a-OE
11-0-2 5-8-10 ' S-0�0 ' S-0-0 �' 5-940 11-54
Plate Offsets(X 1�: (2:03-13 Etlqe� �5:0.6-0 0.3�41 f6:0-6-0 0-1-81 f8:0-9-12 0.2-0� �9:0.6-0 0-3-4� 111:0.1-7 Etlpe�
LOADING(psQ SPACING 2_0-0 CSI DEFL in (loc) UdeFl Ud PLATES GRIP
TCLL 25.0 Plates Increase 1.75 TC 0.96 Vert(LL) -025 12-19 >999 240 MT20 197/144
TCOL W.0 LumDerincrease tt5 BC 0.68 Vert(TL) -07012-19 >753 180 MT�eH 197/t44
BCLL 0.0 Rep Stress Inci Yes WB 0.55 Horz(TL) 0.17 1] n/a n/a
BCDL 70.0 Cotle IRC2006/TPI2002 (Matnx-M) WeighC 19t Ib FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD SVUCturel wootl sheathing tliredry applied,ezcept
BOT CHORD Tx4 SPF No2 2-0-0 oc purlins(3-1-0 max.):68.
WEBS 2x4 SPF No2'EccepC BOT CHORD Rigid ceiling tlirecly applietl or 140.0 oc bracing, F�cept:
4-16,10.12:2z3 SPF No2 2-2-0 oc bradng:12-19.
SLIDER Lek 2x3 SPF No,2 1-EO WEBS 1 Row at mitlpt 6-i6,7-14�,8-12
REALTIONS (Ib/size) 11=1993/Mechanical,2=2041/0.18 (min.0.33)
Max Horz2=272(LC 5)
Max UpIiPo'1=62(LC 7),2=-90(LC 6)
FORCES (Ib)-Max.Comp./Mar.Tea-All forces 250 Qb)or less except when shown.
TOP CHORD 2-3=1327/0,3-A=2901/245,4-5=27071285,&6=-2697/341,67=teet/283,
7-8=1881/283.&9=2738/343.9-10=2744/267.t0.t1=-2W824fi
BOT CHORD 2-16=-295/2300,1516=51/1781,14-15=51�1781,13-14=0/1787,12-13=0/1787,
1142=-007/3444 '
WEBS 4-16=485/243,6-16=-111l747,6-14=139/480,7-14=290/139,&14=138/466;
&t2=-1D6/789,10.72=525/245
NOTES (�0-t3)
1)UnbalanceE mof live loads havebcen considered for[his tlesign.
2)Wnd:ASCE 7-�5;90mph;TCDL=fi.Opsf;BCDL=6.Opsf,h=25i1;Cat II;Exp B;enclosed;MWFRS(low-rise)gable end zone and C-C
Exlenor(2)zone;nnlilever lett antl nght exposeC;entl verUml left and righl exposed;GC for members and forces 8 MWFRS tor
reactions shwm;Lumber DOL=1.60 plate gnp DOL=7.60 `� ����
3)Pmvide adequate drainage to prevent water pontling.
4)All plales ere MT20 plates unless otheiwiu intliceteQ �
5)This truss hes been designetl for e 10.0 psf bottom chord live load nonconwrtent with any other live loads. ��ypii;ry
6)Refer to girder(s)tor Wss to wss cannections. * `,��,r:S�pHrn '/
7)Provitle mechaninl wnnection(by oNers)of truss ro bearing.pla[e wpaCle of wiNStan0in8 1001b uplifi atjoint(s)1 t,2 �O �Q (}� �i�/
BJ This Vuss is tlesignetl in accorUance with Ne 20061ntemational Residential Code sections R502.1 t1 and R802.102 and referenced ` Q,'c�=��ST��•, ^+j, �
stantlard ANSI/TPI L � � . � F'�. �J�
9)Grap�ical putlin representation Eces not depict the size or Ne onentation of the pudin along IDe rop and/or bottom c0ortl. ^ �j � 4 '•9 :
10)7. Addilional stabiliy Dracing for lruss system,e.g.diagonal or X-bracing,is always required. See C P£-7 1�i2220 � :
it) BCSI7. = � � =
12�23.It is eutremely important to propedy instell temporery laterel restraint ana aiagonal Dradng,in % �0�: $TASE pF ' C S
13j accordance with BCSI-82 or using proprietary methods(e.g.Stabilizer,etcJ. % Ti : ;� �
i O,P�'•ti��OIA!'lr,���i\�
LOAD CASE(S) Stantla�tl '�'i��FSS,��IA`i��G``���`•
. July 6,201�
� WARNING PI u l� pM1ty ' w N G 5f mafs AcknvnaeCgemen�01 ProB-I�51 0 tl T rtn fo M I tlure0 P tl cl f .V y a �a Pa �� tl C oles rti T ss
De�Bnwe � BanaPeoJRr ncesMat(re o3ta)er .onhMTk C v��s nllbe saiorin t a 9 a vn9�obe fC. insi a 'p a vng� e iz
rrepf i {pon 011yi MeOesip ItM1 - Blelrvss p ItleptletlM1 " .T�etl ��p a pt loatl p Ot �1 Eliy a ftli po I( enypaRCUla �.
EulO B�sllb spanAElryo1M Ownef Ne�anKSaW�oRed g 1 rIM9 10 B��B�erOHANSI?PI1 Late I t " Itle pnelro � � E a I � ntl[IioN M
aremrmmo�esvonecu�q Iy,notiorEUilOingslnEilM���B.AOtlNOnallemporzrymslrainVEagonalp�ptingloinw<9a�lrya np t d ' I�ertspansiblkyalOrclrvss�nstellar.
AJJILOnaI permeneM WiWing zteEiOry Entlng of IM1e ownll aWdure is t�e rcsponsibilM ol l�e Oxneq�M1e Ovmels aN�anzed eBmt or I�e Bu IE�B�ezqner,par��e IRQ�ne I6C antl
ANSIRPI t For gemrel BuiEarce reBerEmp Cesipn rosponsibili�ies,fe0n�aliory qualiry comml,noraBe,�elivery,eredion.lelaral resVeint entl tlie8onal pretinp,consull Ihe letest etlilion o�t�a
ieq me iee,nNSirtvi i,me ecsi s�mmen sneeu,enaro�ecsi�e�aa��e comao�em saiay mro�airo�l e�aoame o-om seen e��.sewe�s�y mm a�e a�y�aiaiaa���:ieuaao�mm�airo� ENGINEERlNGuc
supplietl In Ine joesi�e peckeee:'Rie Irvss Eezigner or wss tlasign enpineer(also tlefinetl es a specialy engineer)Is rvoT�ne Buildine DeziO�er oi @e�uiltlinp.
JOE TN95 TNSSTY{I¢ Oiy Ply FISCHEROBF-019
IBa45256
B1tH6/tY T13 PipBYbedBezeTmas 1 1
Jo0 RMerence tional
PROBllILO, MOORESVILLE,IN46158 ]C3050diCI013MiTeklnEmMealnc. ThUJU103t2Rfi1<]01� Paye1
I O:nBNkiz2rB�vrtatK5NpufH9syJl7 W-SGyALPvFP�no7hveVBSpt?Ptl vTjPyvnziFMptn?nOz
-1� Bb-2 16&12 21-9-12 &&t ri 9 � 3&9b C2b 2 f�
1-0-0 86-2 � 83-10 ' 5-0-0 � 5-0-0 ' 6.5-13 FSt3 '2b-14 18L�
5x10MT18H G Stsle=t913
3x0= 8���
8.00 12 `' ]
Sz8�i 3'��\
B 3a6 ��
4 �� �� 9
S ] B g1' S�B �� 5.8=
1.5.4 II
�g 10
111 }p�
� 3� 3 4y1 &e t4t6
��*` �� I �g �°ta
zo z2-23 16 io-sia �
21 19 18 3n9 = 1< 13
exe II 1.5x4 II 3x1BMT18H = Sa6 Sx12 = �,Sx4 II 3sa II
Sx12 = 1.Sz4 II 5x4 =
1.SS� II
B$2 16942 269-12 333-9 424�Y -0-
Bb-2 ' 8340 10.0-0 6-5-13 9-2-9 6b
Plate Oftsets(X,V): [2:Q3-13,Edge],[4:0-4-0,43-07,[5:0.60,0-1-8),[7:0.60,0.2-3],(10:0.4-q0.1-16],(72:Edge,04-12�,[13:Edge,0.2-e],[75:0.7-0,0.2-<],[17:0.5<,0.2-12],
��a�a�-o aa-o� �zo�o-�-a ai-et
LOADING(ps� S7ACING 2-0-0 CSI DEFL in (loc) Udefl Utl PLATES GRIP
TCLL 25.0 Plates Increase 1.15 TC 0.94 Vert(LL) -0.36 18-19 >999 240 MT20 169/123
TCDL 10.0 Lumberinaease 7.15 BC 0.83 Vert(TL) -1.021&i9 >518 180 MT18H 197/�44
BCLL 0.0 Rep Stress Incr Yes WB 0.95 Horz(TL) 026 13 n/a n/a
BCDL 1�.0 CotleIRC2006/TPI20�2 (Matrix-M) Weight:2261b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No.2 TOP CHORD 54uctural wood sheething tlimcUy applieQ except end verticals,and
BOT CHORD 2x4 SPF No2'Except' 2-0-0 w putlins(333 max.):67,1P12.
1 St7:2x4 SP No.1 BOT CHORD Rigid teiling directy applietl or 2-2-0 oc bmdng.
WEBS 2x3 SPF No2'ExcepP WEBS 1 Row at mitlpt 4-19,619,617,&17,10.16
7-18,449.5-t9.619,61T..7x4 SPF No2
SIIDER Lefi 2x4 SPF-S Stud 1-6-0
REACTIONS (Ib/size) 13=t975/Mechanical,2=2047/P38 (min.0.3-3)
Maz Horz2=304(LC 5)
Max Upliftt3=62(LC 7),2=-90(LC 6)
FORCES (Ib)-Max.Comp./Mav.Ten.-All forces 250(Ibj or less except when shown.
TOP CHORD 2-3=128V0,3-0=2925236,4-5=2338/283,S6=d8161289,67=4903/29fi,
7-8=2428/304,&9=2B92/253.410=3120/229.10.11=-1203/100.71-12=1194/108,
12-13=-1930/14�
BOT CHORD 2-21=-293/2314,20.21=1282312,19-20=-129/2312,16-17=E7/2485,15-16=257/3429
VJEBS 7-17=-01/851.4-21=0/294,4-19=-639/190,519=-5/700,6-t9=459/205.6-t7=266/181.
&17=-879/140,8-16=0/566,t0.16=995/207,10.t5=2800/283,17-79=65/1798,
12-15=t26/2196
NOTES (10.t3)
1)Unbalancetl roof live loatls heve been considered br this design.
2)Wintl:ASCE 7-05;90mph;TCDL=6.ODSf;BCDL=6.Opsf;h=25ft;-0aL II;Exp B;enclosed;MWFRS(low-rise)gable entl zone and C-C
Exterior(2)zone;cantilever lett and nght exDOSed;end vert�nl�eft and ngM ezposetl;GC for members antl forces 8 MWFRS for �
reactions shown;Lumber DOL=1.60 plale grip DOL=t.6U `�t���};t�
3)Provitle atlequate tl2inage to prevent water ponding. *��J��� �� b�
4)All plates are MT20 plates unless otherv,�ise.indicated. �4 yQS�'P� O�.�?�
6j Rel(erto gi tler(s�ordtruss totmss connectionsnom chortl iive loatl nonconcurrent with any other live loads. `�4.a.�G�ST���.."�J.��
7)Provide mechaninl connection(tiy ot�ers)of truss to beanng plate capable of withslanding 700 Ib uplift at joint(s)73,2. ; �;� � � �:9 ;
B)7his truss is tlesigned in accordance with ihe 20�6 inlemalional Resitlential Code sections R502.11.1 and R802.102 antl referenced PF-��a�2220 � =
standartl AN51/TPI 7. — ' � =
9)Graphiwl purlin representetion tices not tlepict the size or the orientation of the putlin alonq the top and/or botlom chorC. � -0 x. $TA7E OF ' ? �
10�1. Atlditional slabilily brecing for Iruss syslem,e.9.diagonal or X-6racing,is aM1Vays requiretl. See + 9 t . ;� �
1�) BCSIt ' i �.t��':��VD1.4NT':'��s�.'
12)23.It is exUemely important lo properry insWll temporary lateral resVaint antl Oiagonal bracing,in w��i FS ���'� G� +``
'13) accortlance with BCSI-B2 or using propnetary methotls(e.p.SWbilizer,etc.). ��i/��f`'S'`J�'AIiEN\i\���
LOAD CASE(S) StanCartl
JUIy 6,201�
� wnRwruc � u m �rony -�m �c i rs nu��wmae=m<m m P�e�m su a ro r � i M ma�rea v�a n i .v ry e ¢�w e� o a i: in 1 s
DesiB � ��Ga tl��eDJRa�e ce5nee�(re o3ta��elo se O tybtT xw an pia� ss�al�ne ai rt�swsstl s9�4� B�oes iE Thd� e �0 erawi 0' e tess
r�ePta ca oi po �I'ty� 1� E 19 f l� ' pl Imss P M d P deE� ' .TM1 tl B s pl IoaO B E'1 . 't E I IY tl �tli P I f nY V rt I r �.
D iJ B�a iM p b I ry t 1� Owne 1� Own f ut�o� tl B � �M1e B IE B�9 Pe ANSIRPI 1. L le I t t tle'gnat � on bd E I �antl c�oN Ge
BRI CO p SOf1E GI Q ly t(01b�IEIIQ9�eEIIRyE � B�A��0118118 p RIyR5�f91NE180lIBIE I,Q� �N HBMIIyE lIB�suudronismaresD�sieliiryo�mewssireuner.
AOO tional pemuneM Eu MinB steb'liy Erztinp oi Ne ove211 sWdurc 31M1e responsibilM ol Ne O.m q Ne O.mefs auNOnzetl agenl or ttm BulO 0 Designer Oe Ne IRq t�e IBC an0
ANSI?PI 1. Fa general WiOeMe mgartlinp Eesipn respon40ili4es,laMCatbn,qualiry mnVd,staape.0elivery,ereqion.lateal restain�entl OieBOnal bvonp,raisull0e lamzl eEilwn of Ne `°
ieqmeieqnHamiLmeecsisummarysneeu;anmorBCSi(BuiminecomvonemSaieymiomwtion�a.eiiaeietmmsBCne�wwseonauzey.mmenomyre�etedinstauaoonlmo�manon FNG/NEER/NGi(G
suppliea in ine joosite peckape.Tl�e W ss eevpner or W ss eesipn enpineer�slsa eefinee ez e zpaualry enainee7ls NoT ihe 9uiltlin0 oesiener or ine Euiltlinp.
Job Trti55 TmSSTyp2 Qiy Piy FlSLHEROBF-019
I&H5]5]
H10C16413 T14 PipgYbackBeseTmss 1 1
Job Reference o tional
GROBWLD, MOORESVILLEIN C6150 ].43050tl142013MiTeklntluslnes,lnc. T�uJU103122625I014 PaBe1
ID:n8Wnz2rBhwratK5NpufH95yJ17W-wSWYVIwIAkvflrUq3rNVPCMVwJpYgOPwBM wWz?n0y
- -&4 21-942 I 2fi-9-12 32-0.9 3]-3E 44-0.8
-0 8b-2 83-10 � 5-0-0 5-0-0 I 5-2-13 r 5-2-13 � 6-9-2 �
BxB.i 5>b �� Scale=193.1
3X9 -
8.0� 1] `' 7
3x4 C
Sx8�� B
�� 14 Sx10MT18H �
b � 3.s I I b
�' ai
� � 9 10
I i) &1 tI
� gy6 /� .11 II�
g 4 9 1 1 IA
d
� '� �o
1SYO t2�p-e �
19 �B 1] 16 15 r� q� —0 _
6x8 II 1.5z4 II 3a5 = 1.Sx4�itY -3x16MTi8H °
Sx4 = LSx4 II
15x4 II
Bfi-2 � iG9-12 I 26-8-12 � 3]-3S I 44-OA
' Bb-2 &310 16-0-0 10.610 69-2
Plate Offsets(X.Y): f2:0.3-t3,Etlqe� �4:0�-0,43-01 f5:0-4t2 0-2-0� p:030 0-2-31 f8:0.b0 0.1-81 f9:0-5-0 0-1-�4� ry Y.0-4-8 0-2-�1 1170.2-8 0-2-�� �14:0.50 0-2-12]
LOADING(pst� SPACING p_0-0 CSI DEFL ip (loc) UOeFl Ud PLATES GRIP
TCLL 25.0 Plateslncrease 1.t5 TC �.99 Vert(LL) -0.40�12-t4 >999 240 MT20 169/123
TCDL 10.� Lumberincrease t�5 BC 0.93 Vert(TL) -1.1312-�4 >466 180 MT18H 197/144
BCLL 0.0 Rep Stress Incf YES WB 7.00 Hoa(TL) -020 it Na n/a
'BCDL 10.0 Code IRC2006/TPI2002 (Matrix-M) Weight 2321b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2`ExcepP TOP CHORD Structurel wood sheathing tlirectly applietl, excep\end verti�als,arM
1-0t 2z4 SP No,'I 2-0-0 oc putlins(3-2-12 max.):S7,9-10.
BOT CHORD 2x4 SPF No2'ExcepC BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
13-14:2x4 SP No.1,11-13:2r4 SP 2400F 2.oE WEBS 1 Row af midpt 4-17,G17,&14�,&14,9-1�
VvEBS 2x45PFNO2'F�cept'
1411:2z4 SP No.i,419,1417,&14,&12,9-12,1520:2t3 SPF No2
SLIDER Left 2e4 SPF-5 Stud 1-60
REACTIONS (Iblsize} 2=2073l0-38 (min.03-0),tt=20271Mechani�al
Man Ho22=315(LC 5J .
Max Uplifl2=-72(LC 6),11=32(LC 7)
FORCES (Ib)-Max.Comp,/Maz.Ten.-All forces 250 Qb)or less except when shown.
TOP CHORD 23=-1327/0,3-4=2973/205,4-5=-2380/256,5-6=-1851/266,67=4979/244,
7-8=249'I/251,&9=-3�97/290
80T CHORD 2-'19=-292/2354,1&�9=129Y1352,17-18=-1292352,13-t4=37(2387,12-t3=3 712 3 87,
11-12=-B6/3071
WEBS 1416=0/389,7-14=28/950,4-19=0/3t0,4-17=-645/187,617=0q25,6-t7=S�e/172,
14-17=-73/183t,&14=-695/167,&'12=77/t164,9-12=-762/t97.9-t1=-3450/t35
NOTES (10-�3)
i)Unbalanced roof live loatls have been consideretl for this tlesign.
2)Windi ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cal II;Ex0 B'�endosed;MWFRS(low-rise)gable end zone and GC
Enterior(2)zone;cantilever left antl nght exposetl;end veNCal left antl righ�exposetl;C-0 for members antl forces&MVJFRS for
reactions shown;Lumber DOL=t60 plate gnp DOL=1.60
3)Pfovide adequate tlrainage to prevenl water ponding. ,y#;P������ttt/f
4)All plates are MT20 plates unless otherwise indicated. 44qi�����PH //�f
5)This imss has been tlesigned for a 10.0 psf bottom chord live load nomm�curreN wdh any oNer live loads. `��. j �. .^�
6)Refer lo girder(s)�for Vuss lo tniss connedions. `� vt.t�', '��-y$S7£�;+,"�'j.!
7)Provide mechanical connection @y others)of truss lo bearing O�ale capable of withsfanding 1001b uplift at joint(s)2,11. 4 � '.�,F. FQ��•(�9 �
8)This Huss is tlesigned in accordance with the 20Q6 Intematiooal Residential Cotle secfions R5021t.1 and ft802.102 antl Rferenced p�_}3�i2220 `
stantlartl ANSI/TPI 1.
9)Graphical pudin representetion does nol tlepict the size or ihe orienta[ion of the'purlin along Ihe top and/or botlom choN. _
10)t. Atldilional stabiliry brecing for tmss system,e.g.diagonal or X-brecing,is always reQuired. See � �d t '$jATE O� ?•k'�
it) BCSIi.
12)23.It is eMremely important ro propedy install temporary laterel restraint and diagonal bracing,in ��Q,�.�"yrJp�p,K*;r 1y,`4w���
LOADCASE�S) St�ia aCSI-82 or using proprielary methods(e.g.Stabillzer,etc.). �����,����`7'' �;�NfJiyip��
July 6,201�
A WARNING PI seN mugMy 'ew�pe C�sl mef Ackn I Jge n1o�PmB ItlSta 0 tlT rtnslo M f d re0P U tls k .V lytl g pa tesa tl e tl t tli Tmss
�4 D �g D ' ga0@e�JRi SM1e�(re.0314)bf .OntyMTk d pll�s � Il�e tlf ih t tl 'g�tl g1 be Id. T� 1 as9 tlmwing- d is
acceP� f Pon Dlryf ID tl si9 ft� 5 BI wssmmPO itlepctetl� TM1etl� �g Pt ,1 tl g tlt 'ta�IM tl �N p �f anYPah I r �
�uld g'siherepon EI'ry fN Ovme�ibeOwnf aut�o� 4agelo�IM1e81tl gDe�9 �Pe�AN51?PIt Lte I ta ttl g t h on'ntli e 1 � b��nddioM �e
arelormmpressionCUCklmgonly notSOrbulangstabiliryCnung.Atldlonaltemporaryresiant/Elagonal�reungto-nsurestabltytlunngwnswdonisine esponselryoft�eWSS'nstaller.
Atltlilional parmaneM�4�ICing slabiliry bndng of Ne ove211 stmqure is�M1e responsiCildy ot��e Owner,ihe Ownefs autM1Onxetl agenl or Ihe 9uilding Designeq per t�e IRq t�e IBG antl
ANSI/IPILFOrganalpidanceregartl�gtl �9�� spons�l(es,h>�ration,QUalryrenlrol,s�o2g tllery,ered ,Ite21 sVainlandtlaganalbraungconsul��M1elates� tllnoft�e '^
iRC,ineiec,n�usirtvum=ecsis�mmansn�isa�arorecsi�a�iemycompo�amsareqinro�nr �a.aaameo-omsecn �...,.,.sea�a�s��y.wma�aam�aia�ee����a��a� -�m�axo�. ENG/NEER/NGttc
suva�'�ee m me joesite package.Tne imss eesiqner oi W ss aesiao ene��eer Ia�so eerinea as a specialry engineep is rvoT me Builaina oesigner or�na euueiip.
Job Truss Truss Type ary Ply FlSChEa oeF-O�e
189A:158
B16C166t2 T15 HIP TRUSS 1 1
Job Reterence o tional
PROBUIL�, MOORESVILLE,IN46159 ].430sOtlt62013MiTeklnEUSIneRlncTimJU103t226:P62D16Page1
ID:n8Wnz2rBhwreMSNpuM9syJl7W-PFOwI5xVZ11 WM?30GZUBy�v4vjCtlnd00kTtlz?nOx
-1�-0-0 844 I 16.0.6 � 21.9-12 I 2]-7-2 39-9E I 393-11 44-0-8
1-0-0 8-i-7 7-10-05 5-9F 5-9E ]-2-0 Yb-5 ' 4E-'13 �
Srale=1:BB.0
5� 3x4 ° SxB °
800 �y 6 ] 8
3x8 !
3x4 �i Bx8 �� 3x4 II
5 'I4 9 nx8= 11
a
d
6+B 6" ] &h 414
e 12
4 3xfi 4 3 & 13 � � 4 uWi
9
l � ,2 ��
� 13 21 �
'19 1B 1] 16 Sxt] =�5 19-1LB �z.
4>6 =
Bz8 II 1.5x4 II 5xe = 4se = 15x4 II 1.Sx4 II 4x8 =
1.5x4 II
B4-] 16-0b� 21-942 .2l-]-2 2'!- 1D 34-9b 44-0-8
8-1-] ]4045 ' S-9b 5-9£ 0- -8 6-11-12 93-2
Flate Offsets�(X,1�: [2:0.3-�3,Edge],[6:0.2-12,0-2-0],�8:0.5<,Edge],�9:0-4-0,0-1-14],�10�0.2-�2,0-b8],[1Y0-4-B4O-2-0�,[13:0-1-12,41-8],[t4:0-5-0,63-0],�17:0.142,0-�-8],
[18'0-30 0.3-41
LOADING(psn SPACING 2-0-0 CSI DEFL in Qoc) I/tlefl Ud PLATES GRIP
TCI.L 25.0 Plateslncrease �.15 TC 0.97 Vert(LL) -0.1912-13 >999 �240 MT20 t691�23
TWL 10.0 Lumberincrease t15 BC 076 Vert(TL) -0.53 t5 >991 180
BCLL 0.0 Rep Stress Incr Yes WB 0.98 Horz(TL) 026 21 Na Na
BCDL 10.0 CotleIRC2006/TPI2002 (Matnx-M) Weight:2221b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD Structural wood sheathing direcLy applied, except end verticals,and
00T CHORD �4 SPF No2 2-0-0 oc purlins(3-0.9 max.):6-8,311,
WEBS 2x3 SPf No2'Except' BOT CHORD Rigid ceiling directly applied or 10.0A oc 6recing, Except:
1b21,t0-12:2x4 SPF-S Stutl,G18,&16,7-17,6-17,7-14:2x4 SPF No2 2-2-0 oc brecing:19-24,13-14.
SLIDER Left 2x3 SPF No2 b60 VJEBS 1 Row at midpt t 1-21,t0.12,&t4,4-18,7-17,7-14
REACTIONS (Ib/size) 2=2065/038 (min.0.3-0),2t=20t3/0-38 (min.0-1-12)
Max Horz2=332(LC 5)
Maz Upli/t2=-73(LC 6),21=-00(LC 7)
FORCES (Ib)-Max.Comp./Maz.Ten.-All forces 250 Qb)or less except when shown.
TOP CHORD 2-3=-1093/0,3-4=2968/215,4-5=-2427/215.5-6=2407/267.67=-2040l274,
7-6=-2045/261.&9=2625253,9-t0=.2748,'22t,t2-21=-2013A26
BOT CHORD 249=-323/2355,1&19=-2W/2355,17-18=-163/1900,t3-14=-66/2722,12-13=-90/�525
VJEBS 4-19=080�,6-18=-t3/5t0,9-�3=1257/172,t0.13=-82/7885,10.12=-23�6/166,
1416=0/277.8-14=0/904,9-14=-829/124,418=-579/172.7-17=-527/183.
6-17=-t63/500, 14-17=-156/1948
NOTES (10-'13)
1)Unbalanced.roof live loads have been.considered for this design.
2)Nhnd:ASCE 7-0Q.90mph;7CDL=6.Opsf;'BCDL=6.Opsf;h=25R;Cat.II;Fxp B�,enclosed�,MWFRS Qow-rise)gable entl zone and C-C
Extenor(2)zone�,cantilever lek and right exposed;end veNCal lek and right exposetl;GC for membere antl forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate gnp DOL=1.60
3)Provide adequate drainage to prevent water ponding. /{,
4)TheFab�lcal7onTolerancealjoint9=2% '�441!3i7iRt)rjJ� / /
6)Bearing etjoinl(�2tdw s Itlers�paral el�to graln val ehus nl�ANSI/rPl 1 anglerto g altn fortnu ae Bui d ng designer should venry capadty \.,��141}�S�P�f ��/oif'
of beanng surtace. ,����..�'. `��ST=^�4,"tj.�!.
�Provide mechanical conneclion @y others)of truss lo bearing plale capable W withstanding 100 Ib uplift at joinl(s)2,2t q��.�4,E f`01(��%
8)This Imss is tlesignetl in accortlance with ihe 200fi Intemalional Resitlential Code sections R502.1 ti antl R802.t0.2 antl referencetl _ F �.t �'���2�� �
standard AN51/TPI 1.
9)Graphical purlin represenlatlon does not depict the size orthe orientation of Ihe putlin along the top anNor bottombhord ' e ? p � �
10)1. Adtlitional stabiliry bracing for truss system,e.g.diagonal or X-brecing,is always requirea. See % '4: $7ATE p� ?C S'
11) BCSI1. % Si : �^.y �
12)23.It is enlremely important to properly install temporary lateral restrainl antl tliagonal bracing,in � b,,.°.�fVp�qNT,.���,�+�+�
LOAD CASE�S) St nlda dCSI-82 or using proprietary methotls(e.g.Stabilizer,.etc.). �����lFffs��+iA 4'L1yC�i1�.,�`�
July 6,201�
� wARNING PI etn B�H � wtn C t r Ack I ag t �POB IaSa a MT � M r ct eP e cY '.f :V ya '8 W t n tl eatl oteso +nsT ss
De g D ' B tltM1 DJR f SM1e 1( Ob10)belo� e.OnyMT k c1 pl t b IIM tlf N t tl �g tl2 B�o�e altl. TT t tl �g e va g� e t
pt f p sbltylolhetlesg ��h � gl 1 s p 10 ptl tlM1� � .T� tl IB Plons I atlngm tll s,s la�ly d flli p t� y.paefwl �
b Itl g iM1 � p blry �fIM1 Ovme 1� O � eut� E BnlortlreB-Id 9ce'g 0 ANSI?PIL Lt I 1 IE g � M1 on-nd�tlal ebantlrhoN e �e
ekrmmpressonEUCklnBOnlynolforbultlng�s�aCililybrocng.AtltlitionallempoaryresvanUdagonalbraunglo- s eslaElrytlunngmn5�mtlionlsroeresponsG'ItyoltM1eWSS�nsteller.
Atltlltional pertnaneM builtling stabiliry 6radnp ot�M1e oveall sWC1ure Is tbe responsibllity ot t�e Owner,�be Owners autM1Onzetl agenYor I�e Building DesiB�er,per ihe IRq ihe IBG antl
AN51/TPIL Porgen 21g Eanceregdd gtl siBnrespon b'li 1 briwlion quxiryconbol smrage 4elvery,erecton,laterelresVant EtlagonalLrounq,wnsWttM1elates el noH�e
iaqmeiec,nNSirtcn�mecsis�m � nsn��s,aneioacsile�'mmecomaooamsareymmrma�o�la.aiaoiewmsecna��.e- a�svv.=omeoee�yreia�ee'�nanr -�ror�ro� ENGINFER/NGuc
supplietl In iM1e jobsile package.Tne wss aesigner or Imss tlesi0n eneineer(also aefinea as a speclaly en0ineeQ Is rvoT Ine Building Designer ot Ine ouiltlinp.
JO'� TN55 TNSSTyPE Q(Y PIY FlSCHEROBF-Dt9
iBaa5259
BW416q12 Tt6 HIPTRUSS 1 1
Job Reference o tionai
PROBUILD, MOORESVILLE,IN<6158 , ]03050ct142013MReklnEUSines,InaTpuJU1031226:3'l2014PaBe1
ID:nB Wnz2rBhvrtatK5NpuM9syJl7 W-iNIZRy7iL9N_BeDAGPNVdRGr7XSCLLINpTOPCZ?nOw
6-00-] 13bE 21-942 30.1-2 •323£ 38-0-11 44D-B
� 6-10-] � 64-15 ' 83E � 836 � 2-2-0 I 59.5 � 5-11-13 �
S�ale=1:80.]
B�� Sxe = 3x4 - 3z8=
Sx8 =
5 6 � 8
Sa6 J 15x4 II Sab =
9
3rt �i "10 '11
3x4 i 4
3 14
q� a 13 n �
°' a 5.g St 6 ] &1 � 3 -13 1 d 4 d
� ,s f �
3x8 �i
'Z }
ml I �x
20 1B 1B 1] 16�' 15 �2-NA3 ^2 22 �''
5s6 =
BxB II 1.Sx4 II 3x4 = 3z6 4x8 = 1.Sx4 0 2x4 =
�1.Sa46zI10 =
1.5x4 II
646] 13b8 2L9-02 3b440 3 -8 3&0-�1 � 44-0-8
6-10-] 6-]-15 B-3-6 Bb-14 0 - 4 ]3-3 5-11-13
Plate Offsets(X V): [1:0.3.13;Ed9e],[5:0.4-0,0.b9],�8:0-4-12,0-2-0],�9:0-&0,04-14],[�1:0.L12,0.2-0],[12:0-2-0,0.L0�,[13:0.Lt2.0.1.12],[14:0-3-4,0.3-D),(t7:0.L8.0-2-0],
�zro-ao o-i-m
LOADING(ps� SPACING 2-0-0 C51 DEFL in Qoc) IPoefl Utl PLATES GRIP
TCLL 25.0 Plates Increase L15 TC 0.90 Vert(LL) -023 t617 >999 240 MT20 197/t44
TCDL 10.0 Lumber lncreese 1.13 BC 078 Vert(TL) -0.70 16-17 >757 180
BCLL 0.0 Rep Stress Incr Yes VJB 078 Horz(TL) 021 22 n/a n/a
BCDL 10.0 CotleIRC2006/TPI2002 � (Matrix-M) Weight2151b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD Stmctural wootl sheathing direMly applied, except entl verticals,antl
BOT CHORD 2x4 SPF No2 2-0-0 oc purlins(2-&6 max.):9-1 t,5-8.
UJEBS 2x3 SPF No2'ExcepC BOT CHORD Rigid ceiling direc[ly applied or 10.0-0 oc brecing, ExcepC
'I b22:2x4 SP 2400F 2.OE,e-16,5-17,6-14;9-13:2z4 SPF No2 2-2-0 oc bradng:20-25.
SLIDER Left 2x3 SPF No21-60 WEBS 1 Row at midpt t�-22,3-19,6-17,6-14,943
REACTIONS (Ib/size) 1=t978/0.&8 (min.0.3-2),22=198V0-&8 (min.0.�-8)
Maz Ho21=244(LC 6)
Max Uplittl=-04(LC 5),22=194(LC 5)
FORCES (Ib)-Max.Comp./Mau.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD L2=-'1130/0,23=-2958/2�3,3-4=-2557/21 i,45=-23D/256,89=-2644263,
9-t0=4460/133.10.11=-1458/�32,12-22=-1981/194, 11-12=-1927/216,5-6=-2A15/269,
6-7=2191/244,7-8=-2189/244
BOT CHORD b20=-307/2356,19-20=307l2356,1&19=-215/2041,17-18=-215/2041,1314=-221/2359
VJEBS 8-14=-26/1009,3-19=-002/150,5-19=-1/45t,5�7=155f7�9,.617=-505/237,
t417=23412263,614=-097/61,9-14=<81183,9-t3=-1436/t54,10.13=-073/163,
1�-'13=-200/2254
NOTES (9-'12)
t)Unbalancetl roof Iive loatls have beem m�sitleretl for this tlesign.
2)W ntl:ASCE 7-05;90mph�,TCDL=6.�psf;BCDL=6.Opsf;h=25k�,Cat.II;Exp B;�enclosed�,MWFRS(low-rise)gable entl zone and GC
Exlerior(2)zone;cantilever lett and right exposed;entl veNral lek ezposetl;GC for members an7 forces 8 MWFRS for reactions
showq Wmber DOL=1.60 plate grip DOL=1.60 � �
3)Provitleatlequaletlrainagetopreventwalerponding. S�l`i�piiltt�t�tf �
4)T�is truss hasbeen designed for a 10.0 psf bottom chord live load nonconcurrent wi[h any other live loads. 3t'q�CC {' fj
5)Bearing at joint(s)22 mnsitlers parellel to grain value usin�ANSI/TPI 1 angle to grain formula. Building designer shoultl venry capacity 4�'��4 �vaL�(' DA/�I�.l
of beanng suRace. �� � ' iS7^�`�.,'� ��
� T i
6)Provide mechanical connection(by others)of truss to Cearing plate capable of withstanding 1001b uplift aljoint(s)� excepl Qt=1b) 4�:�,`�4� Rt��-�(T��
z2=isa. ' PE-170i2220 �
7)This truss is tlesigned in accortlance with the 2�Ofi Intemational Residential Code sections R502.11.1 and R802.102 and referenced �—
standardANSI/TPIt. — � " =
8)Graphi�al purlin representation dces not depict ihe size or[he orientation of the puriin along the top and/or bottomthord. = 4 �� STA7E[iF ? 1L' -".�.
9)1. Atltlitional stability,bracing for truss system,e.g.diagonal or X-bracing,is always requiretl. See
,o> scsi,. �a,�"`'•w?�D�AN?:r�;��.;:
12)23.I�t i�rtlance wiN BCSI B2 orr�sirngypmp letaryPmethotle(eag.rSlarbiGzernd�di;gonal bracin9,.in `,','��lq�a tl�ilf;��v\1y,`,
LOAD CASE�S) Stantlartl July 6,201�
� WARNING PI N Bh�Y � �� C lo ! Acknowld0 � �P B-Itl51 tlaNTermSiorManutatlureGP dct i .V fytl g p mt ntlreatl o�es IH T
DeSA D2 g 01� �JRf wS� t(e.D3l!)bf e S .OtyMTk ct pltssM1allEeusetlfarih t tl 'B tl gt be IdTF t - tl 'B dewig' d' 1
pu I p Ofryf 1� tl si0 ��h � gl imsscomp �tl pcted� ' .TM1 tl gnessumplons,loetl g tl( s tablry tl It� p tl e yp M I �
� Itl B �h �P b'Iry tl� Owne P Ownef�aul�o d B � �� B lE BD g erperAN51/TPI1 Laleal V �tl '0 � � � d�tl I b ntic�oNmemEers
irmmpresson0uckingonlyno�forbulEngstabllitybradnB�Atld(onaltemporzryresVanOdagonalbraongton estael'ytlunngmnsVUqon-s�M1eresponstilryolt�etmss'nstaller.
Atltlitional permeneM CuilOinB staEiliry b2ung of ihe overell sW qure Is t�e 25ponsibil�y of t�e Owneq @e Ownels eulM1OnzaC zgenl or iM1e Buildng Designeq Oer t�e IRq t�e IBC antl
ANSIRPI L For Bene21 gui0ance reOaMing tl5sign responsibilities,fab�iw�ion,Quallry conlrol,stora8e,delivery,em�lion,lateral resVaint an�diagonel Eraung,mnsult��e lalest etli�ion ol lhe ��
iac,u�iec,nNSirtvi t me ecsi:�mme�y�:n�u,a�am�ecs ce�uema cdmpo�em sare�y mro�ano��a�anaeie nom seca a�...;.�,.:ea�a�:��y.�m a�a a�y reia+ea���ranaoo����r��euo� ENG/NEER/NG�tc
supplietl in t�e joESile perkape.T�e W ss Eesipner or tmss Oesign engineer(elso tlefinetl as a specialry enginee�is NOT tbe Builtlln0�esigner ol iM1e builtling.
JOb TN55 TNSSTyp¢ ��y Ply FISCHEROBF019
i8aa5260
81�4164t1 Tt]� HALF HIPTRU55 1 1
- �� JobReference o tional
PROBUILD, MOORESVILLE,IN4fi15B ]63050d14Y013MiTekln4usNes,Inc. TImJU103121fi282014Pege1
ID:nBVvfiz2rBhwratKSNpWH9syJ17W-LiBhMZITeHEdCPk vrcir_TyXtULIRNtKDayez?nOv
-0- 54-] 5<t5 8<S B-0-S ' 8-0� 8�3-0
Swle=1:81.]
5x8 = 3x4 = 3a6 = L5x4 II 9�fi = 3xB =
5 6 � 8 g p 4xB=��
� 8.00 12
1.Sx4 ��
� 4 S � 1 1
6�] & �
3a5 i
3
m �Z I �
° 1.5 0
21
'19 �B 1] 16 5 12
4aB =
Bz10 = 3xa= 3� 4z10 = 1.5x0 II i5x0 II 3xa =
Sii2 -
H-0�6 19-0-11 2]-9-0 30.9-8 359-8 44-0-8
11-Ob 8<-5 ' 8�4-5 3-0-8 540 ' 83-0
Plate Offsets(X!�: f2:0.0-0 0.2-5� I5:0-4-0 0-1-9� (9:0.2-4'4T-8� f11:Edge 0.1-12� �t2:0-2-4 0-7-e� �13:0-1-8 0-1-t21 f�4'0-5-�0.3-�] �t7'0-34 0.1-8]
LOADING(ps� SPACING p_0.0 C51 DEFL in (lac) 1/de9 17tl PLATES GRIP
TCLL 25.0 PlalesJncrease 1.15 TC 0.81 Vert(LL) -02517-t9 >999 240 MT20 197/t44
TCDL 10:0 Lumber lncrease 1.15 BC 0.75 Vert(TL) -0.67 16-t7 >791 180
BCLL 0.0 Rep Stress Incr Ves WB 0.98 Hoa(TL) 021 21 n/a n/a
BCDL 10.0 CotleIRC2006/iP12002 (Matrix-M) Weight2031b FT=20%
UIMBER BRAC�NG -
TOP CHORD 2x4 SPF No2 TOP CHORD Structural wood sheathing tlirectly applietl or 2-2-0 oc purlins, ezcepl
BOT CHORD Dc4 SPF No2 entl vertimis,antl 2-0.0 oc putlins(2-2-0 max.):5-1'I.
WEBS 2x3 SPF No2'Except' BOT CHORD Rigid ceiling direc[ly applied or t0-D-0 oc bracing, Except:
1Y2L 2z4 SP 2400F 2DE,5-�7,614,9-14,tb13:�4 SPF No2 2-2-D oc bredng�9-24.
SLIDER Left2z3SPFNa21-60 WEBS 1ROwatmitlpt 71-21,8-�fi,61�,9-t3
REACTIONS Qb/size) 2=2066/038 (min.0.3-4),21=2015/0-3-8 (min.0.1-8)
Mau Horz2=252(LC 6)
Max Uplift2=39(LC 7j,21=190(LC 4)
FORCES Qb)-Max.Comp./Maz.Ten.-All forces 250 Qb)or less except when shown.
TOP CHORD 23=1473/0,3-4=2973/228,4-5=2)i6/225,56=-2938/264,6-0=3065/24t,
7-8=-3065/241,&9=-3064/24�,9-10=-2015/t73,t�-'11=-2015/'173,�2-2'1=-2015/'190,
11-12=-1934R29
BOTCHORD 2-19=-325/2377,1&t9=-230/222fi,'17-'18=230/2226,t3-14=-1J3/2015
VJEBS �416=0/303,.&14=-563/192,5-19=0/413,5-�7=210/1080,617=-772/254,
14t7=-271/2849,&t4=-114/1382,&13=-149V258,1�-13=215/2573
NOTES (g�Z)
tj UnCalancetl roM live loatls�ave Eeen consitleretl for this tlesign. �
2j Wntl:ASCE 7-05;�90mph�,TCDL=6.Opsf;BCDL=6.Opsf�,h=25k;Cat II;Fxp B',encloud',MVJFRS(low-rise)gable end zone antl GC
Exlerior(2)zone;cantilever lek and nghl exposed{end vertical lek exposed;GC for members and forces&MWFRS for reactions -
shown;Lum6er DOL=1.60 plate grip DOL=1.60 �
31 Provide adequate drainage to prevent waler ponding..
41 T�is truss has been tlesignetl tor a 10.0 psf bottom chord live loatl nomm�current with any other live loatls.
51 Beanng atjoint(s)21 wnsitlers pareilel to grain value using AN51/TPI t angle to grain fortnula. Builtling tlesigner shoultl venry capacity ,U��i4��S'j�tft �
of bearing surtace. ti�� J ���
6)Pmvide mechanical connection(by others)of truss robearing plate capable of withstantling�00 Ib uplifr atjoint(s)2 except(jt=1b) `,`+}° ��5�p� �. �if�r
21=190. - `` F.``Z'.'�{jlS7€ry�`'.�il i
7)This truss is designed in accordance with the 20061ntema:ional ResitlentiafCode sedions R502.1'1.1 antl R802�02 antl referencetl � -� : E F'� fi %
¢ 4 ;
slandardAN51/TPIt � g? p %
B)Graphiml purlin representalion doesnot depict the size or ihe orientation of[he pudin along the top and/or bottom chord. FE-7 ISJ7�220 =
9j L Additional stability bracing for[russ system,e.g.tliagonal or X-0recing,is alweys requiretl. See '� _ _
ia� � acsn. = ro2. STATEOF ?2� �
11)23.H is extremely important to property install temporary lateral restraint antl diagonal bracing,in
12) accortlance wiN BCSI-62 ar using proprielary methods(e.g.Stabilizer,etc.). �iga,+~�E��(}!A!'i�'.''��w�1
LDAD CASE�S) Stantlartl '��'/�/f 5��:±iA 4`���ti1�1,``
July 6,201�
� WHRNING PI a th ehb ' ..�h c � rsA knov.lea9e, n� IPOH'msf e mr rcn t M r d aP d n t .v rya g p � e a � iF T
pegp ' g tlt� DJRf 5� 1� .03i<��i OtyMTk d pltsM1llbe C� Ihl tl gtla g�obe IdMI e 'gtl g' d t 5
m pl � 1 p n Olry�o IM1eGesqnolMes glet s p ld pd d� " TF tl sg ass pt I tlnq Et l Elq 0 t0i p � �i nyp rt la ,
bultl g ��e po sbly ft�eOwne t� Oan ( �ut�o' tl g 1 iM1 B Id gpe g pe HN51?PIL L 1 I t itl 'g t � - h�ntl tl I � d M1oN be
erebrcpmpressonbuckingonly no�forOUldnOStatiltybracng.NCtltional�empofaryreslranVtlagonalEretlngtob eslatiltyEUnngconsmqonlstM1eresponsb'Iryott�el s nstaller.
AEOtonalpeimanent� �Id g t Olirybrsdn9ofNe e II t tl � IM1eresp 'Olry f�M1eOwnec@eOwnefsauIDO'z Dage t F1� 6'Id gD 'g er per�helRC IheIBCa tl
AN51?PI L Por gene�al B �tla ce regara g d 'g p bl t -�t 0� tion q� Iry m�ml,s�o2ge delvary erec( I C I t ein� tl d g I E -ng consult IM1e latest eat f Ri�
iac�neiacnNSirtai.imeecsis�mmansnaei:�a�mo�acsice�ia�ecomao�e��saieryinro�ero�)a�aiamenomsecnai..�.,„.:oa�a�rn.mma�eamreia�ec��:�auaro���ro�er� FNG/NEERINCi:c
suppr�ee in me joesiie vaaege.rne imss aes�gner or�mss eesiqn en3ineer(aiso aeunea as a soeciairy enq�neep��s Nor�ne e��mme oesiqner m me tuiminq.
IJOb TN35 TNSSTypE D�y Ply FISCHEROBF-019
IB945261
81416412 T1B MALFMIPTRU55 1 1
.Inh Referenw(nntinnall
PR06UIL�, MOORESVILLE,IN <6158 )<30sOd142013MiTeklntluslnes Inc. T�uJU1031226I92014 Pa9e1
I D:nBVJnz2rBhwra�K5NpuM9syJ17 W-pD1307zN EyPSDSn�IhR22VVbiwC34CVN/uy]U4z?n�u
-0-0 4d.7 ' 4-145 � 6>44 6-044 6�4-14 � 8-0b BJ-0
Scale=1:81]
3x4 =
5� = 3r4 = 3xE= 1.5�9 I I 3x8°
5 6 l B 9 4s8 —t0 ax8 —12
8.00�12
t5x4 ��
4 62
4i . 1- �S 0 B l- 3� � � � 1 r �
3a6 4 �0� a
� 3
° '2 P
d" 19 18 � 15xd II 14 22 °
20 1] 15 t2-n.8 �3
9xe = 3x18MT�8H = 15x4 II i5x4 II � 3a�
6x8 II fix8 =
6x10 -
B4-6 � iBG-c3 D-9-0 � 369�8 I 369.8 d4-0.8 i
' Bbb 140-1 9-1-3 3-0-B 5-0-0 8�3-0
PHteOffsetsIXV): �2:0.3-t3Edoe� f5:0.3-t Edqe� (10:0.2-80-2-0� �12:Etlge0.1-12� f�3:0-2<0-1-8� �'14'0-2-40-1-121 �15'03-80.30) �16'0-0-140-2-8�
LOADING(psfl SPACING 2-0-0 C51 DEFL in Qoc) I/tlefl Utl PLATES GRIP
TCLL 25.0 Plateslncrease L�5 TC 0.99 Vert(LL) -034 15 >999 240 MT2� 197H44
TCDL t0A Lumberincrease t.75 BC 0.79 Vert(TL) -0.93�&20 >Sfi9 180 MT18H 1W/�44
BCLL 0.0 Rep Stress'Incr Yes VJ8 0.93 Horz(TL) 026 22 n/a n/a
BCDL t0.0 CotleIRC2006/TPI2002 (MaUix-M) Weight197Ib FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF'NO2"ExcepP TOP CNORD Stiuctural wootl sheathing directly applied or 2-2-0 oc purlins, except
5-e,&11:2x4 SP No.i end verticals,and 2-0-0 oc pudins(2-2-0 maz.):5-12:
BOT CHORD 2x4 SPF No2 BOT CHORD Rigid ceiling tlirectly applied or 2-2-0 oc bradng.
WEBS 2x3 SPf No2'Except' VJEBS 1 Row at midpt 12-22,6-20,t0-14
12-22,6-20,15-18,12-14:2z4 SPF No2
SLIDER LeR2x35PFNo2t-6-0
REACTIONS (Ib/size) 2=2066/0-3-8 (min.0.3�),22=201510-3-8 (min.0.L8)
Max Hoa2=1B2(LC 5)
Max Uplift2=-69(LC 7),22=205(LC 4)
FORCES (Ib)-Ma<.Comp/M�.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=997/0,3-4=-2989/245,45x-284'I/246,5-6=-2344/239,6-7=3649/3t 1,
7-8=-4020/395,8-9=-0020/395,9-10=-4025/392,t0-t�=-2661/301,11-12=-2661/30t,
13-22=-2015/205,t2-13=t933/247
BOT CHORD 2-20=-211/2377,.19-20=283/3371, 18,19=-283/337t,t4-15=2�4l2fi61
VvEBS t617=0/309,9-15=500/176,�5-20=-23/1105,520=-1458/276,6t8=18/582,
7-�8=E13/172,15-18=307/3775,10.15=-t10/t627,10.14=-t496/270,t2-14=286/3081
NOTES (10-t3)
1)Unbalancetl mW live loatls have been consitlered for this design.
2)Wnd:ASCE 7-05;90mpfi;TCDL=6�.Opsf;BCDL=6.00Sf;h=25ft;Cat II;6cp B�,endosed;MWFRS Qow-nseJ gable end zone and GC
6eterior(2)zone;�antilever left and right exposed;entl verlical left and right exposetl',GC for members antl forces 8 MVJFRS for
reac[ions shown;Lumber DOL=t6�plate gnp�OL=1.60
3)Provide atlequate Erainage to prevenl water ponding. �
�4)All,plates are MT20 plates unless otherwise indicated. y55tp�7il:grtfJ
5)This truss has been tlesignetl for a t0:0 psf botlom chortl live load nonconwrrent with any other live loatls. �4it��'���p �`
6)Bearing atjoint(s)22 considers Oarallel to grein value using ANSI/iPl� angle to grain formula. Builtling tlesigner shou:tl venry wpadry \�= a H �C•�/j�,
of beanng surtace. T� � -�' �
7 Provitle mechenical connection b others Of IruSS tobearin lale ca able of withstantlin 10�Ib u lik al oint s 2 exce t t-Ib �-��r^14�,S7�RF••, T ��
) ( Y ) 9P P . . 8 � P 1 O P 4- ) ti ,�. rP' ��•�p 5
22=2os. — ^ PE-i10i222fl %
B)This truss is designetl in accordance with the 20061nlemalional Residential Cotle sections R502.11.t and R802.102 antl referenced _ C
standardANSIRPIt � = � —
9)Graphi�al putlin representation tloes not tlepict Me size or ihe orientation of the putlin along the top and/or bottom chord. % -6? $7A7E d3F �`2 S
10)1. Atlditional slability�bracinp for Iruss system,e.g.diaqonal or X-bracing,is always required. See � +� ' • .y +
�i) � eCSii. �.6.`�.�!lvO1AN�:'`-,r�` �'
�2)23.It is e�nremely important lo propetly install temporary lateral res[reint antl tliagonal brecing,in ��� �n "'°�"� �?�� ���
13) accortlance with BCSi-B2 or using pmprielary methods(e.g.Stabilizer,etc.). � `�i��F S/+�rr�l�,4a ,y��'
J��laiflt11/ft\klll
LOADCASE(S) Stentlartl July6,201�
!. wARNINC Ple se Po o gGly re<w ine C sb ers Ackn �eaqe e t or ProB la Sta a a T s 1 M t q rctl P tl d i .V r�fy a g p t tl tl t in s T z
d� De g �r 9 el� DJRh S� t( :031<)bf AtyMTk cl plt � Il�e Mf 0 � J �g 4 gt �e I�. T� t 4 �g tl q� d ts
pt i P blryf-�h tl Ig �iM1 ' 81 � ss p .iEpqetlM1 - .TM1 tl 9 PI -,1 E 9 tll �tbltY d f�M1 p U nYPrtwl '
0 Itl g t� � po �Iry�(�M1 Ovme tM1 O r autM1O tl�B � �he B Itl g� g pe AN51/TPI L L f I t t d sgnaL M1 � �ntl tl I b tl M1 N E
for mmprexs on C ckl nB only,not lor bu Itl ng slab lity btac ng Atld 1 onal temporery resVa nVd gonal braun8�o-�zure stab I y dunng wnztrvd on-s I�e respons 01 ry of ihe t s -nztaller.
Atltlifional permaneM builtling slabiliry brsdnB ot��e ove211 s�rvqure is I�e responsibil�y of Pe O+meq iM1e Ownefs auNOnzetl agent o�iM1e Bwltling Designeq per�he IRC,iM1e IBC antl
ANSI/�PI L Por Bene21 guitlantt regaN g tle�g � pon'b Il ,f bnration Oual ry coMrol,sto B ,4 I' ry, c1� ,I t I sVaint� E d g I E ' g,conzult ibe latest d(on oi t�e
iac,me iec,nNSUrai t me ecs:�mmey:n���,e�ero�ecsi�a�m���g comvo�e��saiery mro�aro��a�a iaeie o-om seen a�..v,,...seom�.i�y.�m a�a a�r reia�ea��:ianaro���ro�anon ENG/NEERlNGetc
supplietl in ine joesite perkeae.The imss aesigner w imss aesign enSinttr(also aefinetl as a specialry en8lneer)Is NOT Pe 6uilaing�esi0�er orine builaing.
JOE 7NS5 TN55 TypE Q�y Ply FISCHER 06F-019
184d5162
81141691Y T19 HALF HIP TRIISS 1 1
Job Reference o tional
PR09UILO, MOORESVILLE,IN4615B ]63�sOtl14�013MiTeklntlusines,Inc..ThUJU103123fi302014�Fege1
I D:nB Wnz2rBhwretKSNpuM9syJl7 W-HQ JRbS_??GXyrcMnsPZ46G3ocKNApgjtLeigOVJZ?nOt
- -0' 4a-oA
-0- 6-0-6 7-244 74-14 ]-244 8-0-8 BJ-0 ,
Scale=1:BtJ
3x4 =
6� = 3x4° 3a6 - 1.Sx4 II 3��—
8001Y 0 6 � 8 y4� -10 4•8 -11
1 S,
� 3� % � &, , ,3 ' , elmo
b� 3 I
at�
q �d
d LSxn II t3 21 " d
19 1B 19 �6 'IS 5x 1P_11-� e II
Bz10 = 4N'i = 3x16 MTiBH =
1 bx9 I I 15x6 I I 3�
fix10 = 6x�6 -
9-4-11 18E-13 2]-9-0 30.9-8 36&8 440-8
' 9d-11 9-4-3 � 9-2'3 3-0-8 5-0-0 83-0 '
Plate Offsets(X 1�: fz'0-0-0 0-2-13] [4:0.3-1 Etlge] [10:�-2�4 0.1-�2� ��1:Edqe 0-1-8� f 13:0-2-8 0-2-8� �14:0-&0 03-4] �17'0-2-2 0-2-12� �19'P1-12 0-1-12]
LOA�ING��psf) SPACING p-0-0 CSI DEFL in Qoc) I/tlefl Utl PLATES GRIP
TCLL 25.0 Plates Increase 1.15 TC �.87 Vert(LL) -0.54 14 >9B4 240 MT20 �t97/144
TCDL 10.0 Lumberincrease L�5 BC 0.96 Vert(TL) -1.371G17 >384 180 MTieH t97/�44
BCLL OD Rep Stresslncr Yes WB 0.86 Hoa(TL) 0.34 2t n/a Na
.BCDL 10.0 Code IRC2006/rP�2�02 (Matnx-M) Weight 1891b FT=20%
LUMBER BRACING
TOP CHORD 2a4 SP 2400F 2.OE'ExcepP TOP CHOR� Structurel woad sheathing direcLy applied or 21-0 oc purlins, ezcept
1�:2x4 SPF No2 entl vertiwls,antl 2-0-0 oc pudins(2-6-0 max.j:4-11.
BOT CHORD px4 SPF No2 BOT CHORD Rigid ceiling direc[ly applied or 2-2-0 oc bracing.
VJEBS 2z3SPFNO.2'Excep£ VJEBS iROwatmidpt 'IY-2'I,5-�9
t1-21:2x4 SPF No1,1417,11-13:2x4 SP No.1
SLIDER Lefl2x3 SPF No2 t-6-0
REACTIONS (Ib/size) 2=2066/0-3-8 (mia 0.3�3),21=2015/038 (mia 67-e)
Max Hoa 2=131(LC 5)
Max,Uplift2=-90(LC 7),21=225(LC 4) .
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 Qb)or less excepl when shown.
TOP CHORD 2-3=-1246/0,34=3028/268,4-5=3423/279,5-6=5090/520,6-7=-5090/520,
7-8=-5885/633,.8-9=59W/631,9-7�=59�7/63t,10-it=3893/446,12-21=-2015/225,
ti-12=-�930266
BDT CHORD 249=-217/2440,1&19=-398/4433,17-te=-398/4433,r13-74=36?13893
WEBS 1476=0l324,8-74=-526/te5,479=-145/1627.5-19=d548/325.5-17=-50/875,
7-17=-799/197.�4-t7=-St6/522t.1-'14=-30/535,1044=-202/2204,10.t3=-1491/29�,
t 1-13=-035/4125
NOTES (10-13)
1)Unbaianced mof live loads have been consitlere0 for this Cesign.
2)Wind:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.OpsQ h=25ft;CaL II;6cp B;endosed',MVJFRS{law-rise)gable entl zone antl GC
E#erior(2)zone;.wntilever leR and righl ezposed;end vertical lefl and righl exposeqGC for members antl forces 8 MVVFRS for
reactions shown;Lumber DOL=1.6�plate gnp DOL=1.60
3)Pmvide adequate drainage ro prevent water pontling. ty,;;8Dt:lttt;�
41 All plates are MT20 pla[es unless otherv+ise intlicatetl. 4O � /
.,*. �}SEPii /
5)This truss has been designed for a 10.0 Osf bottom ctiord live loatl nonconcurrent with any other live loads. �, � �. �if
6j Bearing at joint(s)21 considers para�lel to grain value using AN51lfPl 1 angle to grain Fomiula. Building designer should veriry capaciry `'�� �r;s; �., -{'�iy
of bearing surtace. . � ��'�'�c`� � F�'�. � %
71 Provitlemechanical connection(by others)of truss to bearing Dlate capable of wflfistantling 1001b uplifl at joint(s)2 except Gt=1b) ` �,� ¢ 4 t 9 �
z,=z2s ; a�-�?orzzza ;
81 This Wss is tlesigned in accordance with the 20061ntemational Resitlenlial Cotle sec[ions R502.1 t.t,and R802.702 antl referencetl = —
.standartl ANSIffPI 1. � „��: $TR�O� ;� Q y
9)'Graphical pudin representation dces not tlepiG ihe size or tbe orientation W[he putlin alon8 the top antl/or bottom chord.
10)L Adtlitional stability bracing for truss system,e.g.tliagonal or X-bracing,is always required. See ��,�d,p�".ti�J{j+qµT;r��w�
17) BCSIt °i�� �r .......:.• �\ `y�
13)23aocortlancewithB SnB2orrusnpypmpnetaryPmetotls(e.grStabilzernetcijgonalbracing,in ���j�jl`�'�1C�N4i`�N`ip��
LOAD CASE(5) Standartl ,lUly 6,201�
A WARNING PI t� ugM1ty �' �he C sl f H knowl tlp i I P oB Itl St tl tl T�m � M �cl d P d ct ( .V ly tl g pa t a d E t iM1 T
60 �g p � 8 d�p DJft¢f ceS� t( .D314jbb 5¢OIyMT¢k a plts hllce etl� 0 1 0 �g tl gt �e Ia. Th t tl g tl g �d t 5
acceP�anceolresPO Clryi Ih d si9 1��... gl �mss � P td PC e� ' .T�.tl...9 P� s I tln9 el � 't Ely 0 �it� p .. tf nyp n� 1 e �
0 Itl g s the p �I y i t� Ovme t�-Ovmefs auVio- tl g � t� B Id g De'0 e pe AN51?PI t L t I t t tl g t sM1Own o � tl tl I � E rli M - b
ereformmpressonUUCkI'nponly,-notfwbuldngsu�il'uybraunO�A��onaltemporzryrcslranVd� gonal�radnglo-ns estabirytlunngrunsfmclon'st�eresponsbltyoR�etmss'n9aller. '
PaeiGOnal permeneM builtling stabiliry�raong oi t�e oveall simtlure Is ihe responsibillty o�t�e Ovmer,Ae Ovmefs aNM1Oniea agenl or Ihe BuilCinO�esignep per�M1e IRF t�e IBC and
AN51?PI i�FOr gane2l B�itlance rega�dinB tlesign rezponsiCilities,(abnca�ion,quallty wniml,slorage,tlelivery,erection,lateral reslraint antl tllagonal b�adng,consult t�e latesl etlition ot�he `°
iaqmeiac,nNSirtaii,meecssummary:neets,anaro�ecs�e��mmpcomvo�emsareymrormauoNa�aiiaeiertomsecnatw,vwseana�svy.mmaneenyreiatea'�nstanationinm�+naron EAIGINEERINCiLCc
zupplietl in IM1e jobsite padage.T�e W ss tlav8ner or imss tlesign en�ineer(alm DeOnetl as a sDecialry engineer)Is NOT�he Builtling Designer d I�e�uilElnp.
J00 TN55 Tiv55Type - Ofy Ply FISCHEROBF-019
18445]63
B1C016412 TG01 COMMONTRU55 t q
� Job Reference o tional
PROBUIL�, MOORESVILLE,IN 46159. ].430sOd142013MiTeklntluslnes,inc ThuJU1031226Jf20�4 Pagei
ID:nB Wnz2rBhwratKSNpuM9syJl7W-IMppo?emZfpTmx_P6WtTCxC1uVY9tpaIREZrz?nOs
4-01-15 I 9-942 14-]-9 I iP]�8 ]0.7�8
� 0-11-15 .4-9-13 � 4-9-13 4-1145 �1-0 0
-Sx10MTi8H II Stale=l'.BCS
3
i000 ia
15z6 \�
1.5x4 1/
� 4
d
l-
t
1 56 �
dl �" � SB
a
10 11 12 9 13 14 15 B ] i8 1]
Bx8 �i ���2 - 6x8 = Bx8 Q
10a10 =
F 6-]� 13�-0 � 19I-8 �
6-]-0 6-5-1 6-]-0
Plate OHsets(X,Y1: ft:0-0-10�,0-2-8L[5:0-0-10,0-2-91 f7'A-5-0.0.5-12L[9:0.6-0 0-6-4]
LOADING(ps� SPACING p-0-0 CSI DEFL in (loc) I/tleFl Utl PLATES GRIP
TCLL 25.0 Pla[es Increase 1.15 TC 1.00 VeR(LL) -0.12 1-9 >999 240 MT20 197/t44
TCDL �OA Wmberincrease 1.15 BC 0.60 Vert(TL) -0.27 1-B >857 180 MTiBH 197/144
BCLL 0.0 Rep Stress Incr NO NB 074 Ho2(TL) 0.04 5 Na n/a
BCDL 10.0 Cotle IRC2006/iP12002 (Matnx) � Weight:3651b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD Structural vrood s�eathing tlirectly applietl or SO-13 oc putlins.
BOT CHORD 2xe SP 2400F 2AE BOT CHORD Rigitl ceiling tlireclly applietl or�0.0-0 oc bracing.
WEBS 2x4 SPF No2'ExcepY
44,2-9:2x3 SPF No2
VvEDGE
Left.2z6 SPF No1,Right 2z8 SP 2400F 2.OE
REACTIONS Qb/size) t=12196/0.3-8 (min.03-fi),5=10024/0.3-8 (min,0-2-12)
Max Horz 1=-206(LC 3)
Max Upliftt=-723(LC 5j,5=t0�5(LC 6)
FORCES (Ib)-Max.Comp./Maz.Ten:-All forces 250 Qb)or less ezcept when shown.
TOP CHORD L2=-12936/899,2-3=-12576/970,3-4�=-11605/it07,4-5=-11951/104t
BOTCHORD 1-10=-642/9440,10.11=-642/9440,ib12=641/9440,9-12=-642/9440,&�3=-409/6396,
'I&14=409/6396,1445=409l6396,8-'15=409/6396,7-8=409/6396,7-16=696/87�5,
7&17=696/8705,5-17=696/8705 �
WEBS 3-7=-843/6963,47=-55/586,3-9=-542/9077,2-9=-56/620
NOTES (�0.13)
1)3-ply truSS to be connected together with 10d(0.131"x3")nails as follavs:
Top chortls wnnected as followsl 7s4-1'row at 0.9-0 oC.
Bottom chords connected as follows:2z8-3 mws staggeretl at 0.S0 oc.
Webs connectetl as follavs:2x4-1 raw at 0.9-0 oq 2x3-1 row at 0-9-D oc.
2)All loads are consideretl equally applied to all plies,except if notetl as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply
connectiore have been pmvided to distribute only.loads no�ed as(F)or(B),�unless otherwise intlicatetl. �
3)Unbalanced roof live loads have been considered forthis design. trit+ill��7tt; . �
4)left antl nght expo�setlmentl ve�icafileft and�rigM ezposeQ�Lumber�DOLEi 60�plalel9se�;DMOVJFRS�(low-rise)gable entl zone',cantilever *4'`,�t4dS�r��FN � y�y� j
5)All plates are MT20 piates uniess otheiwise inaicated � O �CZ�.✓��S`2'L,^,���'}�y�"�
6)This Vuss�as been tlesignetl For a 10.0 psf bottom chord live load nomm�wrrent wilh any other liveloads. �^�'�,{G F4•���l%Y
7)Prbvitle mechanical connection(Dy Whers)of tmss to bearing'plate capable of withstanding 1001b uplift at joint(s)excepl Ql=1b)1=723, • pc_�)(j j 2226 = �
5=1075.
8)Thls truss is tlesignetl inaccortlance with the 2006 International Residential Code seqions R502.t i.t�and R802.102antl referencetl — =
stantlartl ANSIRPI 1. ' ° ' ` � '
9)Hanger(s)or other conneclion tlevice(s)shall be providetl suK¢ient to support concentrated load(s)20D Ib down and 155 Ib up at ."'-�p•�. 5������ � :��
4-11-4,20131b down and 1541b up at 61 t�i,7981 Ib down�antl t51 Ib up at B-1'I-4,20161b tlowKand 154�16 up at �0-11-4,2�151b � �,t,�".,.�<Vjy��NP,.�',\y,`�/�
down�and 154 ib up at 12-11-0,2015 Ib down antl 154 Ib up al 14t 1-0,1973 Ib tlown and 74 Ib up at 0-�1-0,1955 Ib down and 74 Ib f�i� ��� �`' '" Ct� .,��
up at Z-�1-4,and 20�7Ib down and 441ti up at 4-1 t<,.antl 23991C tlawn antl 59fi Ib up et �7-�-�on bottom chord. The �ie�, 4l�}yAl�� ,yw�
tlesigNSeledion af such cannection tlevice(s)is ihe responsibility of others. � rl��fttllll f 41\�1��
Continuetl on page 2 July 6,201�
<. WqRNING PI a i� B�ry � 1� C 1 f Acknowl tl0 � fP B'ItlS� tl NT rtn ! 'Ma I n tlP d n 'i .V 'lyd 'B P � � tl tl 1 iM1 T
dd pes 9 �� g d l� O J R f Stre t( .03 14)E t Se.Only MTek con c1 plal s � Il�e d i iM1 t 0 '0 tl g� be I d Tp � tl 59 tl q� ti t ss
accepla t p '�I'tyi t� U sig of�M1 � 81 im55com0one itlepc�e�� ' :T� E 'g pl ,I tl B tll t bltya tl eolips 0 �� �YO � I �
b '10 g' Rie p blry oRbe Ovn�e �M1e Oanefs uNo�etl 0 � lh B IE' g Ce'g P ANSIrtPI 1:L 1 I 51 a 1 tl g aL � nd'G I 0 O cli N be
re for wmpress on Guckl g only,no�lor bu Id ng s�ae IRy Erac ng.Atltl I onel lemporzry resVe nVtl ag nal braong m�ns re stati I ry tlunn8��slmcibn's t�e respons ti I ry o!Ibe imss�nstaller.
Atltli�ional pa�manent GuilEinB s�aElliy,Oretlng ol Ne oveiall s(rudure Is I�e responsi�iliry o/0e Owner,-Ne Ownah a WM1onzetl agenl or I�e Builtlin9 Desi9^eq per tM1e IRQ Ne I6C and
ANSV�PI L For Ben I g�'tlance regartling tlesign respon blf ta�'ralion qual'ry mnVOl,sto g d I ry, red ,lal rzl resVaint ntl d g I� ' g mnsull Ne lalest df I lFe `°
iac,meiac,nNSVran meecsis�mman�nee�s,a�am�ecsi(e�mmacomvo�emsareymro�aro�la�aiaoieo-omsecnarw...,.sca�o�:in.o,ma�aa�yreiaiec��siauaro��mo„„aro� ENG/NEER/NGuc
supplietlininejoESilepaUage.TM1ewssEesie�e�otlmssdesignengineer�alsoaefineeasaspecialryenB��eer)ISNOTIM1eBUiltlinBOesi9neroRnebuileing �
Job Truss TrussType �ty Py FISCHEROBF-o19
9 IB4d5163
814416412 TGOt COMmONTRUSS � J Jo�Reference o �ional
PROBUILD, MOORESVILLE,IN 16158. Z430 s Otl 1C YOt3 MiTek Intlus�nes,Inc.Tlm Jul 03 1P2fi3t 2014 Pege 2
ID:nB Wnz2rBhwraIXSNpu(H9syJ1�W-ICippo?emZfpTmx_P6U.tfTwcCIUYY9tpaIREZZZ?nOs
10)1. Atlditional stabiliry bracing for tmss system,e.g.diagonal or X-bracing,is always required. See
11) BCSIi.
12)23.It is eMremely important to properly instal6temporary lateral restraint and diagonal bracing,in
13) acwrtlance witti BCSI-B2 or using proprietary methods(e.g.Slabilizer,etc.).
LOAD CASE(S) Stantlard
1)Regular Lumber Increase=t.15,Plate Increase=115
Unifortn Loads(pl�
Vert:1-3=-70,36=-70,1-5=20
Concentratetl Loads Qb)
Vert:7=-2015(F)70=1W3(B)11=-1955(B)12=�034(F=2027,B=-2007)�3=-2013(F)14=-1981(F)15=2016(F)�6=2015(F)17=-2399(B)
� WARNMG PI ��tM1 gM1ly � IM1 G 1 f Acknowi tl0 � tP B ItlSta tl NT�� t �M t d tlP tl d t- .V fytl 'g pa t tl G t iM1ST s
De B D 8 at� DrJR� 5� t( .a310)�I .O yMT k ct pl t ssM1all�e tl� th t tl sg tl2 qt �e Id Tti t tl �g tl vn g- dca�es
p� of p Elryt 0 tl ig flh - 91 Wss P iCPnetl� ' .T� 0 '9 pt I tl B 4t , te�InY tl f(ti p t! nypR 1 �
�b Itl g� tM1 p bly (tF Owne Ih Ovm r� Wha' tl B M �h B Id gDe'g pe AN51?PI1. L te I 1 �E g t � 'nd 'tl I 0 tlUON E
i p �' b W"g ly, olfo � 1E' Bsta�lly�� ' g.Atldl Ile p 2ry � "nVd g I�a� B�o-ns t blrytl qm sf n � t�e sp stilryoi�net ss"nstaller.
AtlEtonalpermanenibuldngstab'I'rybrz 8 �Ueove�allsWtlure§tM1eresponsb'Iryo�l�eOwnr,t�eOVmeYSeutbonzedegen�ocltreBUIE'ndDesB�eqperl�elRQt�eIBCanU
NNSIrtPIi. Porgeneraiguitlan<ercgaMingtlesignrespons�bilities.tabnotan,qual�ryconwlswraBe.tlelivery,erenioa.laterairesvaintantltliagonaibaang,wnsWtMelatestetlitionofthe
iec,me iec,nNSirtai t me ecsi s�mman sneets,aneror ecsi�e�aemg componem sarey inro,msroN a�a�iaeie«om secn a+..«...seene�:vy.mm ana any reia�ea��ns�anamn��nrormanon ENG/NEER/NGLCC
suppliedinlCejobsitepadage.T�eWSStlesiB�arorlrvssEesignen8ineer(elsotlefinedasaspaclalryen8��eer)ISNOT1�eBuildingDesiB�eroit�ebuiltling. -
Job Truss TrussType ary Py FlSCHEROBf-019
IB4a5264
BiMt60t2 TGW CommonTmsz 1 q
� Job Reference o tional
PROBUILD, �MOpftESVILLE,IN�fi158 Z430sOCttd2013MiTeklntlusVies,IncThuJU1 03 122631 20t4Paget
ID:n8Wnz2rBhwratK5NpufH9syJ17W-DORBO80G%tng4wWAZq?YCh88P8NJHnyoyBnSPi?nDr
�-0-0 I &2-8 I 10.5-0 1L9-0
1-0-0 5-2-e 62-8 I 1-0-0 �
SzE I I Swle=133.8
3
1000 12
N
� 1-3 �. 35
4
2 `
!I 8 &B 8 5 ��
1
�
� ,
5xiY II 2xd II 5z4 II
5-2 8 165-0
' S-2b ' 52-8
Plate�OASets(Xh: [3:0.1<,0-2-87,f6:0-610.0.2-8� �8:0.61042-e� -
LOADING(ps� SPACING y_0-0 C51 DEFL 'm (loc) I/defl Utl PLATES GRIP
TCLL� 25.0 Plateslncrease 1.15 TC 0.85 Vert(LL) -�.01 � >999 240 MT2o 197/144
TCDL 10.0 Lumberinaease 1:t5 8C 025 Vert(TL) -0.03 7 >999 180
BCLL 0.0 Rep SUess Incr NO VJ8 ODS Ho2(TL) 0.01 6 Na n/a
BCDL 70.0 CotleIRC2006lTPI2D02 (Matdx) Weight1241b FT=20%
LUMBER BRACING
TOP CHORD 2x6 SPF No.2 TOP CHORO Structural wood sheathing tlirectly applietl or 60-0 oc purlins, encept
BOT,CHORD 2x6 SP 2400F 2AE entl verticals.
VvEBS 2x6 SP 2400F 2.OE'ExcepC BOT CHORD Rigid ceiling tlirectly applietl or�0-0-0 oc bracing.
3-7:2x3 SPF No.2
REACTIONS (Ib/sizej 8=5268/038 (min.0.2-3),6=5268/G38 (min.�0.2-3)
Max Horz8=127(LC 3)
.Msc UpliflB=-023(LC 5),6=423(LC 6)
FORCES Qb)-Max.Comp./Maz.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=�3l790,23=3985/294,3-4=39B5/294,4-5=<3l790,2-8=-5000I450,
4�=-5000/450
BOT CHORD 7-8=-96/2050,6-7=96/2050
WEBS 3-7=336/71
NOTES (&11)
1)2-ply truss to be connedetl together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2z6-2 mws staggered at 0.8-0 w.
Botlom chortls connecled as followsi 2x6-2 rows steggeretl al 0-&0 oc,
Webs wnnected as follows:2x3-1 row at 0.9-0 oc. �
2)All IoaOS are consitleretl equally.applied to ail.plies,except if notetl as tronl(F)or back(8)tace in the LOAD CASE(S)sectiort Py to ply
connections have been prdvided to distribute ony loatls notetl as(F)or(B),unless otherwise indicatetl.
3)Unbalanced roof live loads fizve been wnsttleretl tor this tlesign.
4)W nd ASCE 7 05;�.90mph;TCOL=6 Opsf BCDL=6 Opsf,h=25ft;.Cat.II;Exp 8;enclosetl',MWFRS(fow-risej gable entl zone;canfilever
left antl nghl exp6sed;end vertical left and right exposetl',�Lumber DOL=1.60 plate grip DOL=1.60
5)This Iruss has been tlesigned for a t0 0 psf bottom c�ortl Iive loatl nonwncurrent with any other live�loads,. �vti�i+��.ti/pJ �
6)6_923e mechanical connection(by others)of Vuss to bearing plale capable of wit�s[antling t00 Ib uplifl aljoint(s)excep�GY-Ib)8=423, iitil�`'�t,,��Ej� �fi� �
7)This truss is designetl in accordance with the 2006 intema6onal Resitlential Code seclions R502.11.t antl R802.1�2 and referenced C� -�'
sia�aa�d nNSirtPi i. ��yP,:�c>tSiE;��. 1.fi'%
8)t Additional stabiliry brecing for imss system,e.g.diagonal or X-bracing,is atways required. See � �?� ° '.9 ;
e) BCSIL : P£-73fIi222� ; '
10)23.It is entremely importan[to.propedy install lemporary lateral resvaint and tliagona�bracing;in � _
11) accordance wiN�BCSI-B2 or using proprietary methotls(e.g.Stabilizer,etc.).
. � ��'s. STATEQF ?�WQ i
"Un�ortn�oads�21�79��-720)�,2I3a790(Fa5720j,3-4='790(F=720).4.5=790(F=-720),.6'8=20 !!~/fl�F��U�4��j�tl��t�w'
July 6;201�
� WARNING PI e��o gM1ly e ewt� C 1 efsACknowle0g 1 fPr B IESta tl aTe i �M faquretlP d tts i .V fytl g p t E tln ( �li T s
. De g � g tliM1e�JR i nmSM1e t(re 0316)Eef -0 IyMiT kco ct plate h II� M!rt� t E �"g tl qt De IE. Th t tl 'g tl 0� d t ss
p�a ce of sp� b I ry t �M1 tlesign of t� s B� ws mpo eni E pict E� 2 .Tb tlesi0 ass pt ,loatl g tl� ns �1 �Itly E f ih p 1 fo a y p rt I e
b Itl nB 5 t� p O l ly of��e Owna t� 6.m f e W�orietl g 1 r t�e B Itl ng De �9 �0 ANSI?PI 1 L�e al st nt tl 9� � � on�ntl d I �E � tl cM1OA b
a e kr mmpmsz on bucki ng only,nol for pu IE n8 s�abiliy b2c ng.Atrl l onal temporary resire nVd�aBo�el b�aang�o Insure stab I y tlunn0�ons�mction Is t�e respons ti I ty of I�e imss'nstaller.
NLtlltional pertnanent buileing steEiliry,Eradng of Pe overdll sVUdure Is t�e responsiellny of 0e Owneq I�e Ownels aulhonzed agent o�ihe BuilJing Designep per Ne IRC.qe IBC antl
ANSIRPI,1.�FOi.gen Ig Itlanwregardngdesgnrespon bTl !ab?alion qual'rymntmi slwage tlel'very ered la�e21 estaint tld�d �elbrsung co Itih I lest dt nolPe '°
iRC;nreiec,Ar�surci� meecsis�m.�ysn��a�aro.ecs�e�iamecompo�emsareyi�m�ro��a�aiameo-omsecnma..,�,sca�a�svy.�manaary�eieiea�n:iauaro�um,�,�a�m� .FN6INfER/NG�[c
suppliea Inlhe jobsite pa�kaBe.Tne wss tlazie�erBrvimss tlesign en0�neer(elso aefinea as a specialy enBineer)is NoT Me Buileine�s9neratne diiwir'g.
JOb TNSS TNSSTypC Qly Ply FlSGHEROBF-019
IBaa5]65
B1Mt6113 TG09 GABLE t x
Job Reference o tional
PROBUIL�, MOORESVILLE,IN4615B - ]43050d142013MTeklntlusNas,Inc. ThuJU10312:Y6'.32Y014Pege1
ID:nBVJnz2rB�wreMSNpuM9syJi7W-DORBO80GX�ng4wWAZq?YCh8958KKHZVvyoyBnSPZ?nOr
6-2-i 122.0 � .
6-2-t � 5-1145
Swle�.3118•=1'
1.SxC II
1000. 12 4
15z4 II
1.5x4 II
3A5 �i
SN i 3
2
i5x4 II � p
1�.Sx4 I I -5
I 15xa I
� �4 is.a.�l� Z
1 i
� u 1.5x4 lu
1-5 15xC II
d
SzB 9 1� 'I6 6 19 20 5.
3oB I I 3x6 II Sx12 II 3a5 II 3� I I 5�_
6-1-1 12-2-0 I
Bd4 Sdt-15
Plate Offsets(X V): �2:0.0-12 0.1-8] I5:0.3-0 0.3-0� �6'.0-7-12 42-87
LOADING�ps� SPACING p.0-0 CSI DEFL in (loc) I/defl Utl PLATES GRIP
TCLL 25.0 Plateslncrease 1.15 TC 0.80 Vert(LL) -0.06 b6 >999 240 MT20 �69/123
TCDL 10.0 Lumberincrease 1.15 BC 0.44 Vert(7L) -0.72 1-6 >999 t80
BCLL 0.0 Rep Slressincr NO WB 0.91 Horz(TL) 0.�1 5 n/a� n/a
BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Weight 221 Ib FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD SVuctural wootl sheathing tlirecty applietl or 4-9-7 oc purlins, except
BOT CHORD 2:10 SP 24oaF 2.oE end verticals.
VJE85 2x4 SPF No2 BOT CHORD Rigid ceiling directly applied or t0.0-0 oc bracing,
OTHERS 2x4 SPF-S Stutl WEBS 1 Row at mitlpt 4-5,2-5
REACTIONS (Ib/size) 5=6192/0-&8 (min.0.2-9),1=5ffi8/P7-0 (min.0-2-7)
MaxHOrz 1=310(LC 4)
Max Uplift5=-561(LC 5j,1=394(LC 5)
FORLES Qb)-Max.Comp./Ma<.Ten.-All forces 250(Ibj or less excep[when shown.
TOP CHORD 1-2=5949/466
BOT CHORD b17=-017/4294,t7-18=<17/4294,618=-417/4294,6-19=017/4294,19-20=-0t7/4294,
5-20=<17/4294
WEBS 2-fi=-543l7411,2-5=-5826/599
NOTES (�b14)
i)2-py truss to be connected rogether wdh 10d(0.131"x3")nails as follows:
Top chords connected as follows'.Dc4-'I row at 0.9-0 ac.
Bottom choltls connected as follows:2x10-2 rows staggered at 0-5-0 oc.
Webs mnnectetl as follows:2x4-t row at 49-0 oc.
2)All loads are wnsidered equalty appiied to all Dlies,.exce0t if notetl as front(F)or back(B)face in the LOAD CASE(5)sectiort Py ro ply
wnnections have beenprovided to distribule only loads noted as(F)or(8),unless otherwise indicated.
3)lhSnd�.�ASCE 7-05;90mph;TCDL=6:Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Ezp B;encloseQ MVVFRS pav-rise)gable end zone;�wntilever
lett antl.nght exposetl end vertical IeR antl right exposetl;Wmtier DOL=1 60 piate.grip DOL=1.60
4) Tmss designed for wind loads in tfie plane of the tmss only. For sWds ex0osed to wintl(normal to the face),see Stantlard Intlustry
Gablefnd Details as applicable,or wnsull qualifed�building designer as.per ANSI/TPI t. ' ltltit44?�t711tP
.5).Gable studs spaced at 2 0.0 oc: 4vy'e ���g� J fr��
6)This Wss has 6een tlesignetl for a�t0.0 psf botlom chortl live loatl nomm�currenl with any other live loads. ww � � ir�
7)Provide mechanical�connec[ion(by others)of truss to bearing plate capatile of withsiantling�00 Ib uplift at joint(s)excepi Q1=1b)5=56�, �� � �1ST$�'^� fT�'
i=ssa. �`�:��G RF4:,+�`.9 .
8)This Vuu is designetl in accordance with Me 2006 Iniemational Resitlential Code sections R502.1 L1 and R802.1�2 andreferenced , pc_�)ai2�� =
standard ANSI/TPI 1. - -
9)"Semi rigitl pitchbreaks with fxetl heels'Memberentl fxiry motlel was used in the analysis and design of this lruss. - � � =
10j Hanger(s)or other connection Cewce(s)shall 6e provitled.suffcient to support wncentrated load(s)2t93 Ib down and 1751b up at 5 -p ';. $TA7E OF ? S�
2<-t2 2t9316'down and 1751b�up at 4-d-12,2t931b down and t75 Ib up al 6-4-12,antl 21931b down and 17516 up at 8-4-12,and % SY . :y
219316 down and�1751b'up at �0-4�2bn botlom chord. The design/selection of such wnnecbon Eevice(s)is the responsibility of ! C>�.'•.jA1(y��ht1".��,���
others. %'�i 6' �"°..»....• �� ,��
12),� BCSI�nal stablGty bracing for truss rystem,e.g.diagonal or X-bracing,is always required. See l���(trl rl'�,!A;�'N��t�y�,
13j 23.Il is,extremely important to propetly install temporery laterel restraint antl tliagonal brecing,in July 6,201�
�Bdtinuc$f4Rf��E�2'�iN BCSI-87or using�proprielary methods(e.g.Stabilizer,etcJ.
l. WARNING Please�� gMy e_iewt� C t � A knowl Eg' l fPmB 'ItlS�e tl tlT rmsbrManufaquretlP tl a 1 �_V tytl g p mel tl 0 t iM1' T s
a8 De B 0 B �tl iM1 D J Re( ce Sneet(re 0&14)b f u :O Iy MiT k d pl� sM1aII be usetl ior IM1 s t tl 0 d vn B� � I O.T� t E 'g tl g- 0 1 ss
acceplanceofresponsEltyfott�etlesgnoM gl l s p ltlepdetlM1eren.T�ede'gnassumptons loatl g Et 'I blty tl� R� mp �M anyp T I r 0
b IC p �M1e espons�lry It� Orvne Ii�eOVme�seN�o tl g nlorlhe8 Id g0 'g qerAN51?PIt Lale I � IEe58�a�o ssbc o ' di 4 I b - tltli M be
-retorwmpressonbucklnOOnlynotbrbulEnBSletiltybraurg-AtldtionaltempoaryresVenVdagonalLraungto'ns esta�ItytlunnB��s�Nnon'st�erasponsb'Iryofl�eW55-nstaller.
Atltli�ional pe�manent EuildlnB slebillry Oredng of(he bve211 sGudure is t�e responsiLility of iM1e Pmeq tM1e Ovmefs aul�brize0 egent or ihe Buildin9 Designer,per the IftC,fie 19C an0
AN51?PI1�. Forgen Iguitlanttregartl Btl 'B P��sEI'fe I����ion;q Iry m� I, t B4OI ry,ead ltrelrestrsinta�tld g � I� � g,canaWl�elatezt df IUi �
.IRG,�heIBC,AN51?PIiNeBC5lzumerysM1eels,entllm�BC51(9uleinBComponent5alerylnfortnaton)availablehomSBGatw.wa.sECnEUSlry.wmantlanyrelatetl�nstallafon"nfortnalion� �(�a�NEQt�raLLC
supplied in Ihe joEZite perk5ge:The im55 Oes gner or W ss d��B �en9lneer(alw tlefinetl es a s0ecialry anginear)Is NOT Ne BuilEing�esignat of IM1e Guiltlinp.
JOb TN45 TlIl55Typ2 Q�y Ply FISCHEROBF-019
IB145265
01M16412 TG04 GNBLE 1 x
.mn rzPrP.P �P ro�ro�an
PROBWLD, MOORESVII.LEIN46158 1.43C50tl142013MiTeklntlus�nes,Inc. TM1UJU1 03 4 2632 3014Page2
I D:nBVrhz2r8�wretKSNpufH9syJl7 W-DaRBO80GXinBbw WAZq?VCh8958KKHZNyoyBnSPZ?nOr
LOAD CASE(S) Standard
1)Dead a RooELive(balancetl)�,Lumber Increase=lAS,Plate Increase=1.15
Uniform Loads(pl�
Vert:1-0=-7�,1-5=-2D
Concen[rated Loads(16)
Vert:6=-2193(8)17=-2193(B)18=-2193(B)19=2193(B)20=-2193(B)
� WARNING PI esetbom g�ly ' _t� C 1 l A knaM tlg � iPOB Itl51 M aT f M �f d retlP C d � .V ryp sg 0 � tl � tl le Ili T s
Desg D� gatll� DJR� Sh 1( 0114)be� e eDyMTk cl pll � Ilbe 0� Ih 1 tlsq 4 0� � fC.Tti 1 d 'g tlrawiq-d �
p�e f p biryt P tlesp Rh n91 � ss p �0 ptl Oh .T� tl �g Pi I tl g tll t Elty tl t�ti po tf yp N I �
b Itl 9 �� respo bliy !th Owne t� Own l aNlt d g �orlheB Itl gCe�g �peAN51?PI1. L le I \ � 1tl g at s M1 - d 4 I E tldmN be
,arebrmmpressonb ckingonly nolforbultlngStaDlilypraun0 AtldlonaltamporeryreslrenVtlagonalErounglolqsuresfa�IryEUingmnstmdon-siheresponstilryoitFelmss nslsller. -
Atldilional pertnenent EuiWin9 sta0ility badn0 of t�e oveall zirvdure is��e responsibiliry ot 1he Owneq IM1e Ovmefs aut�onzetl e0ent or�M1e Builtlirg pesigneq Oe���e IRC,Ihe IBC antl
.ANSIRPI 1.Po�qeneral g '� nce regartl a a :e�re:von Oldes,fa 'rztion q 1'ly M I zto g tl 1 ry ereclon,le�eal resVanl E d 4 I bredn0 consult�he latest dt f 1�
'iac,meiednrvsirtai�tmeacsis�mma�ysneeis,s�ero�ecs�a�ie�dgcompa�emsaieymm�s�o��a�eiame„omsecnai�...seaa�s��r. a�aa�yreia�ea��s�enaro���re�aro� ENG/NEER/NGuc
'suppllee'm O�e joeiile patlaege.The ttuss aesi9^er or wzz ees 6�engineer(also ae4nea as a av�alry eng neer)Is NoT iM1e Builaing oes B�e�e���e tiu Id ng:
Job Truss TmssType Qry Ply FISGHEROBF-ot9
IBGaS�bb
�81491641Y TGOS HaIIHipTmss 1 5
Job Re(erence o tional
PROBllILO, MOORESVILLE,IN 46150 Z430sOp142013MiTeklnOUS�nes,lna TM1UJU103t4.Y6334010 Paqe1
I D:nBVJnz2rBhwreIX5NpNH9syJl7 W-h??aE UOU IBV%i35MX%Vvhkuh NN VaX00D61 cwLdrz?nOq
-0 �4J-02 � 7-9-2 ' ]-10-6 7406 ]40E ' ]-1140
Scale=1;�8.�
Bxi6 MTiBH�= 3aU II
B00� 4>5 = 6x8 = 4x8�= 6x8= 3A'i II Bx1fi =
3 4 5 ]. 8 9 10
����II - � � ��
�
i 3 8 a-� s �- -�� a � i i
I b� 2
� �I
. Bx10 G �g �B 20 11 Y2 �� P3 2< 16 I5 26 15 2] 2B 29 30 �4 13 3� 32 33 34 ��35 % 3] 3B ��
3a$ II 9x10 = �y�6 MTtBH = 4x10 = Bx14 MT18H WB ° �y�0 = 3� II
4342 12-044 19.11-3 2]-9-9 36]44 43]-8
a3-12 7-9-2 ]40E ' ]-00�6 ]-10E �-1L10 '
Plate Offsets(X Y):. �2:0.1-11 a2�� �3:0.1412 0-2-01.f4:0-2-8 0.Z-Ol (6:0.3-7 0.3-0� p:0-2-8 0-2-0� �13:0.7-0 0-1-2] [77:0-2-0 0-2-01
LOADMG�ps� SPACING 2-0-� C51 DEFL in (loc) I/deFl Ud PLATES GRIP
TCLL 25.0 Plateslncrease L�5 TC 0.64 Vert(LL) -07614-15 >6&5 240 MT2� 197/144
TCDL 10.0 Lumberincrease 7.15 BC 0.63 Vert(TL) -1.56t415 >333 t80 MTtBH 197A44
BCLL 0.0 Rep Stress Incr NO WB �.94 Horz(TL) 0.19 it nla n/a
BCDL 10.0 CodeIRC2006lrP@002 (Matnx) Weight:3361b FT=20%
1UMBER BRACING
TOP CHORD 2xe SP 2400F 2:OE'ExcepP TOP CHORD Strtctural wood sheathing direc[ly applied or 2-2-t5 oc putlins, except
1-3:2x4 SPF No2 end verticals,and�2-0-0 oc pudins(3-1-15 ma�c.):3�0.
BOT CHORD 2x8 SP 2400F 2.OE BOT CHORD Rigitl ceiling Cirectly applied or 7-1-12 oc bracing.
VJEBS 2x3 SPF No2'Except' VJEBS t Row at midpt 3-17, 10-12
1411:2x4 SPF No2,3-77,415,7-15,7-t2:2x45P No.1 2 Rows at 1/3 pfs 7-12
16t2:�4 SP 24�OF 2.OE
WEDGE
Lek�.1x6 SYPNO2
REACTIONS Qblsize) 1�=3101/0.3-8 (min.0-2-9),2=3092/0-3-e (min.0.2-9)
Max Horz2=90(LC 4)
Max Upliftll=-826(LC�3),2=-637(LC fi)
FORCES (16)-Max.Comp./Maz.Ten.-A11 forces 250.(16)or less except when shown. .
TOP CHORD 23=-5044/'1187,3-4=9327/2402,4-5=11574/3020,5-6=-11574/3020,67=11574/3020,
7-8=-7032/1869,8-9=703711869,9-10=-7032/1869,t0.1t=-2635(776
BOT CHpRD 2-19=-936/4046,1&19=-936/4046;18-20=-932/4027,20-21=-932/4027,21-22=-932/4027,
17-22=-93Z4027,17-23=2345/8323,23-24=2345/9323,i6-24=2345/9323,
t6-25=-2345/9323,2&26=-2345/9323,15-26=-2345/9323,�t&27=-2786/1078Q
2�-28=-2786Ha780,28-29=2786/10780,2&30=-2786/10780,1430=2786/'10780,
1314=-278fi/'10780,�3-31=2786/10780,31-32=-2786/10780,32-33=-2786/70780,
3334=2786/10780,t2-34=27 66/1 07 80
WEBS 3-18=-it V56'I,3t7=-1549/5703,4-17=1509/460,4-15=660/2418,615=540A85,
7-15=-192/845,7-14=100/535,�-72-3986/1034,9-'12=-574/2�O,t0-12=t93217380
NOTES (11 14) qlli�itt�j� �
2)W ntll ASCE705;90 phs TCDLb6 Ops,nBCDL=6f�psfl ha25flnCat.II;6cp B;encloseQ MWFRS(low-iise)gable entl zone;cantilever ;�>�����}S�''����rf(�9r�i �
�
left antl nght expo3ed,end vertical left antl nBM exposed;Lumber DOL=1'.60 pla[e grip DOL=1.60 `'�,i��•'�1gT=�., -{'>,i
3)Provitle atlequate drainage to prevent water pontling. > > . � C"�4 (T J�
F O ;
4)Allplates are MT20 plates unless otherwise intliwtetl: ^ �:� •� �
5)This truss has'been tlesigned Fona�O.O,psf�bottom chortl live loatlnonwncurrent with any other live loatls. " P�-}�a��20 �
6)Provitle�mechani�al wnneclion(tiy others)of Vuss to bearing plate capable of withstantling 100 Ib uplift at joint(s)exceDt QhID).i�=82fi, _ _
2=637: � o ` � • '
7)This tmss is tlesigned m�accortlance with the 2006 Intemational Resitlential Cade sections R502.11.1 antlR802.102 and referencetl �. ��., STATE Q� .j 4? 2'
atantlartl ANSI/TPI� ''�..�,,.°;�M(}�p�;.S,*r��.�.��
8)"Semi-rigid pitchbreaks xnth fxe0 heels"Member end fxily motlel was usetl in the anaysis and design o(this truss. `4� F� ""' fJ� ��,�
9)Graphiwl purlin representation does not tlepict the size or Ne orieniation of the putlin along�the top and/or pottom chortl. ��i�r�f`�'�'J i�l`i��14�\S�
Continued on page2 July 6,201�
� WHRNING PI �tM1 ro gM1ly�e'ew�� C 1 ! A knoM tlg� t o!P o6 14 SI d M Teim � M �aquretl P tl ct Y .V fy tl g p e�rs a 0 tl 1 Oi T s
�e g D g �0�be0JR� S� 1( D�1<�Efore .OyMTk d� pltsS�allbe etlf iM1 t tl g tl vng� be aIdT1! 1 � 'g 0 p- dra� ss
accepta f p blryt 10 d-Ig i�bes gleW�s p iC p�l tl�ere T� e 'B � P� ,I aE g tlto 5 5 t�Ity tl - ilp'� po nit ranyp R 1 r �
� Itl B �h P blqofih Owne ih Own t autM1O tl g to �heB�I� gDe'0 ��e ANSIRPIi. L teal 51 ttl 'B e� � � tl �tl I � tl boN bes
s i pesson� kl g ly otb E Itl g tapltyb g.Nd'ti It p ry sUanVEago al� ' B� -� t blryEUnngcons�mQ ' Ibe p nstilryofiM1e�msslnslaller.
.AtltltonalpeTWnen16 Itlngsla�liryb2 ngdl�eove211simtlure'sAeresponitilllyoitFeOvm r,NeWntehaulM1OnzetlagentorlM1e9ultln8�esgneGpe t�eIRC,1�eIBC-and
ANSIRPIi.-FOr9en IB�tlancemgarEngtlesg ��sponsEll i bncation qualryconlrol ztore0e tlelvery emR late I 'stranl tldag al�rzung r�nsultMelalesl tlt tA
iac,meiec,nNSirtvii meecss�mmsry.�nae�a„aro�ecsi�e6acmecomao�amseieymro�auo��a�aiameromsecnerv......zoa�a r�y.mm,nea�yreiaiea-�sianaro�-�m�aro� ENGlNFER/NGctc
�spplietlinlnejobsilepadage:Tnewsstlesgnerorimss0es9 enBineer(almaefinetlasaspecialryengineer)ISNOTIneBUilEingDesignerotlneeuilEing.
JoC TNSS TN557ype pty Ply FISCHEROBF-010
- I&452fi6
Bta916912 TG05 HaNMipTVSS . 1 1
JoOReference o tional
PROBUIL�, MOOftESVILLE,IN�C6158 - ]4]OSOtl142013MTeklntlusines,inc T�uJu103t226332pt4 Pege2
�� ID:n8Wnx2rBhwratK5NpuM9syJ17W-�??aEUOuIBV%i35MRXWnku�NNYtl%O�Dfi1 cwLdrz?nOq
NOTES (11-14)
10)Hanger(s)or other connection device(s)shall be provided suffcient to support concenlraletl.load(s)44 Ib down antl 251b up at 43-512 on top chord,and'I121b down and�53
Ib up at 2<8,t031b Eown and'S1 Ib up at 4�4-8,1031b down antl 51 Ih up at 64-8,1031b down and 51 Ib up at 848;�1031b tlown and 51 Ib up at 10.4-e,103 Ib down and
51�.Ib up at�12-4-8,1031b down end 51 iti up at 74-48, 1Q31�tlaJn anq SUb up at-7648,1031b Eown and 51 Ib up at 18�-8,1031b down and 5'I Ih up at 20-4-8,1031b
dovin antl 5� Ib up at 22-0-8,103 16down and 51 I�up at 24-4-8,103 16 down and St Ib up af 26-4-8,-103 ID tlown antl 51 Ib up al 2&48,103 fb tlown and 51 Ib up at 30-0-8
,1031b�tlown antl 51 Ib up at 32-4-8,t03 Ib down antl 51 IC up at 34-48,10316 down and 51 Ib up a[ 36-0-8,1031b tlown and 51 16 up at 3&4-8,and 1031b down antl51 Ib
up al 444-e,and�031b down and�51 Ib up at 42-4-8 on Cottom chord. The tlesign/selec[ion of such wnnection tlevice(s)is the responsibiliry of others.
11)t Atltlitional stabiliry bracing for truss system,e.g.tliagonal oi X-bracing,is atways required. See
12) BCSIi.
13)23.Il is extremely important to pmpetly install temporery lateral restreint antl diagonal bracing,in
14) accordance with BC51-82 or using propnetary methods(e.g.S[aDilizer,etc.J.
LOAD CASE�S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=tl5,Plate Increase=l.t5
Uniform.Loatls(pl�
Vert:1-3=7q 310=-70,2-�1=-20
Concentrdtetl Loads(Ib)
Vert:t 0�4 18=103 19=-112 20=103 27=t 03 22=103 23=103 24=-103 25=-103 26=103 27=-103 28=103 29=-103 3D='I W 37=103 32=-103 33=-103 34=-103
35=103 36=-103 37=103 38=-103
WARNING PI�-se1M1 ro gMy�� -�ewt� G 1 efsACk I tlB� � �ProB ldSU DartlT f �Ma fatlu tlP d d t rm VenfyO 4g p a lersand e t itisT ss
� DesB�� 9 �tllh D�Jft!- 5� 1( 0314)� f -AtyMTk tl plal hllbe d�orih t tl 8 tl B� � Itl Tpst 4 'g tl - g�ndcales
accepU f -pnsbity� 1� tlsp t��es gl im p ettlepicitlh - .Thetlesg pti s,bE gcondt .a iblRy� tl ott� pnenitorayph Ir I
b Ianp st�erespon �Iry il� Ovm iM1eOvm � eWh 0 geaort�eBUld g�e 9�erp AN51?PI1�. La�etalreslranttlesg t nssh nbE tl IvreGantlU N bes
re br compress on Euckl'nB only'nd for Du Itl ng s�ab lity b2c ng:AtlOilional tempo2ry reSVainVtl egonal b�aung lo insure steb I ry tlunng conslrucfon-s(M1e respons E I y oi ihe Imss nslallar.
Atltltonalpertnana Ib Itl estaeirrye 0 �IDeoverzll Wct �siheresDO sEfty flM1eUmer tM1ePmeh t� - tlagento VreB'Id g�esipner perllielRC I�eIBCa tl �
AN51?Plt Forgene2lg dancereg N ptlesg rezpo bl�� hsnratio ,q ly niml,sto g ,E I'very ereqo I te I eslre � tldagonal�raong consul�Pelat s� ef (ib '"
iac.meieqnNSrtcnmeecsi�:�mmary:neev�;a�arorecsi�ewa��ecomvo�emsareqm� r ��a.aiameiromsecnm.v«...se��e�svy.�mama�r�eia�ee�:ianero�-�m�aro� ENG/NEERIN6im
iupPtim In trre Ntivre vecFabe me trvs:aesianer or miss eesien ena�neer(aiso aermea a:e:Pecialry en9meer)Is NoT me Builam9 oeslBner oi me ouilain9.
,
Job Truss TrussType Qry Ply FlSCHEROBF-Oi9
IBM53b]
B1d41fi4t] TGO6 HaHH'ip TNSS 1 n
L Job Reterence�o lional
PRDBUILD, MOORESVILLE,IN4fii58 ' ]d30sOtl14POt3MiTeklntlusGeS,Inc. T�uJU103122fi:34201< Pape1
ID:nBWhz2r8�wratKSNpuM9syJl7W-ABYyRqi VJdU10KDBZSE10H6EZExs_IVfFGG8u91z?nOp
-1-60 3J-6 �10.id I t]-9�15 250.11 I 32-14 I 3)3a @32 I06-0.B
1.0.0' 34-8 ' y342 ].4dY ' ]-242 18-03 41Y1� ' 411-11 1-% I
Srsle=1:]9.d
LSaa II 3xt2=
5a4=
g,pp �2 � 3s8 = 3x6= 4x8 = fix16 = 1.5x4 II C�_
3 4 5 6 ] 8 9 t0 11
I I g 2 �e
2 � I � Id'
��d' � , ,5 i"P
srt = ]a z3 1 20 . .. 10 91t�4z 1a 1�
25 26 'P YB 29 22 30= 31 32 33 34 �35 19 � 3] 38 5x12�= tl4 39
2z4 II Sdi = Sx8 -4x10 = Sz6 = Sx8 = dx10 = 4a5 -
9#2 MT18H = 2x4 II
Sx8 =
H86
]J-0 i 10.IJ 1]-9.5 I 2S0.1 31-3b � �.} � �3-]-2 13�10 I
� 148 ].3-02 �3-II '/-Pq3 ]-3-H 4ry4I 141-N 0-1'-0
1-i-1�
Plate Offsets(X,l�: [2:0.0-0,0-�-2],[3:0-4-4,0-2-e],[4:0.2-0,0-�-8],[8:0.2-12,0.3-0],[t0:0.3-8,0.1-e],[�1:0-2-12,0.1-12],[15:0-5-8,0.2-8),(16:03-.12;0-2-e),[17:1-3-8,Etlge],
LOADING(ps� SPACING 2-OA CSI DEFL in (loc) I/defl Utl PLATES GRIP
TCLL 25.0 Plateslncrease 1.15 TC 0.57 Vert(LL) -0.76�20.21 >689 240 MT20 t69/123
TCDL 10.0 LumberinGrease 1.'15 BC 100 Vert(TL) 4.58�20.21 >333 180 MT18H t69A23
BCLL 0.0 Rep SUess Incr NO W8 0.80 Hoa(TL) 022� �2 n/a n/a
BCDL 10.0 Code IRC2006?PI2�02 (Mattlx) WeighC46� 16 FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2'ExcepP TOP CHORD Siructural wootl sheathing directly applied or SB-5 oc purlins, except
3-5,5-8:2x4 SP 2400F 2DE end verticals,and 2-0-0 oc putlins(4-13 max.):3-11.
BOT-0HORD 2x6 SP 2400F Z�E'EzcepP BOT CHORD Rigitl ceiling directiy applied or 10-0-0 oc bracing.
2-22'.Ze6SPFNO2 WEBS 1ROwatmiUpl e-t6
VJEBS 2x4 SPF-S Stud'Except'
&18'.t5 X 11-7/B LSL Truss�rade,3-23,10.16:2x4 SPF No2
REACTIONS (16/size) 12=2426/Mechanical,2=2728/0-3-8 (min.0.2-2)
Ma<Horz 2=79(LC 4)
Maz UpIift12=580(LC 3),2=607(LC 3)
FORCES (Ib)-Max.Comp./Man.Sen.-All forces 250(Ib)or less�excepl when s�own.
TO?CHORD &3=-43�3/1105,3-A=-8695/2367,-4-5=41241/3055,5-6=11241/3055,67=11241/3055,
7-8=-9287/2392,&9=-7568/1830,9-t0=45fi&1830,1411=1873/457;1Lt2=-2269/528
BOT CHORD 2-24=-8348416,2425=-829/3392,2546=-829/3392,'26-27=-829/3392,23-27=-629/3392,
23-28=2319/8693,28-29=2319/8693,2930=-2319/8693,22-30=2319/8693,
22-31=-2319/8693,2�31=-23'19/8693,21-32=-3005/17386,32-33=3005/11386,
3&34=-3005/1'1386,2034=3005H 1386,20-35=-2197/8469,35-36=2�97/8469,
1&36=-2t97/8469.t937=2197/8469.37-38=-2'197/8469.t838=2197/8469.
16-17=3281/12897,1St6=423/1928
WEBS &17=-517/1998�,10.15=-22t9/562,3-24=96/401,3-23=-1577/5629,4-23=-1428/428,
421=-728/2704.fi-21=49Z171,17-20=812/2932.7-17=-2169/682,&16=-5566/1564:
9-16=391/139,�t�-16=-1437/5955, 11-15=-68t/2928 �
N�zPSwu1��bemnnectetltogether,wRh.tOd.(o.13P'x3")nailsesfollows�. ��t;���j(�$EPNrri7���i� �
Top chords connected as follows2z4-1 row at b9-0 oc. . `�`��Y .• • F•+�¢r
Bottom chords connecletl as follows:2z6-2 rows slaggered at 0-9-0 oc. `� �, � •�tig7��.;, j, �
� Webs wnnectetl as follows:1.5x11.88-3 rows slaggered at 0.9-0 oc;�4-1 row at 0-9-0 oc. � -i. =F.,ti F41� g
2j All loads are consitleretl equally applied.to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)seclion.Py to ply � �j �� �
� connections'fiave been D�ovitled to dis[iibute only loads noted as(F)or(B),unless otherwise intlicatetl. P�-�$�i 222� � —
3)Unbaianced roof live loatls'have been consitlered for this tlesiga — � =
4j Wntl 'ASCE 7-05;9�mph TCDL=6 Dpsf;BCDL=6:Opsf;h=25ft;Cat.II;6cp B',encloseQ MWFRS Qav-rise)gable end zone;.`antilever 3 q �: §7ATE QP •Q �
left andngM exposed entl vertical left and right expouQ Lumber DOL=1.60 plate grip DOL=1.60 % 9 : :� ..
5)Provide adequate drainage to prevent waler ponding. � �,t.1.��VO}pN*',•'����
8)ftefelr�[o girder(s)fortltruss t tlruss connections.�'� ortl�live loatl nonconcurrent with any oNer live loads. '''l���ii��C��,liAyi�`��i���`'`
9)Provide mechanical connection(by others)of Vuss m Dearing plate capable of withstantling 1001b uplifl atjoinl(s)except Qt=1b)t2=580, ���y 6,2�1�
. Co�d�on page 2
� WARNING PI se N ghty ��t� C t r�A knoM tlg � 1 f PmB ld S�a C N Te 1 M 1 q d F tl q � .V (y d-�g p t tl tl 1 � in T�
-0 g U e am �JR� SM1 �(re 0114)b� -0tyMTk ct pll � Ilbe tl�o � � E 'B tl ngt be IdTtist tl g a vng" dwl�s
accepta ce frespo sblrylo IM1 tl-sig H� BI wss p -iE pc1 E� ' .Th tl 'g pf I G 8 df 1 Olry� c �iM1' p ii � yp hc I �
� IEngsl�erespons�ltyofthaOVme t� OvmelsautFO etl 8 �or1�eB1E g� g p ANSIRPII. Lte I t "itl gn� b n-nd E I b OcpoN mbe
'� �a rormmpressonbuclJingonly;nolfo E la gsutilrybraung.AUelonal�empoaryresvanuE'a0onaleaungto' w 1 elryd ' grnnslrvcM1On slheres0onsbl'lyofinelmss'nstallar.
Ptltl fonel permanaM bu IEing stabiliry breung�ol t�e oveall sW dure's Ne responsi�Illy of tM1e Owner�M1e Ovme�s eut�onze0 agent oc�M1e Bu Id ng Des gner per��e IRC 0e BC anC
�AN51?PIT.FOrBen 19tlnce�re9aN94esgnrespon5til(eslabrirationqualrymn�mismp ,dl ry,eQOnIt21re5Vaintanddg I� �ng,consulitM1elatestat� f�h
� iec;ine iec;nHSUrpi i me ecsrs�m a.y snK+s,a�mor ecsi�a��m��a comoo�a��saiey mi�ero��e�siaeiertom secn eiwww:e��e�s�y�om a�a a�y reia�ee��:�anauo��mq�enoo fNG/NEERINGLLC
s pplieEint�ejoESitepaGaBe.T�efius d B�eior]mssd� 'B�enOireer(almEefnedesespecialryenB�eer)'sNOTiM1eBUiltling0e'B�e�oflM1ebuilEing.
Job Truss TrussType pty Py FlSCNEaOeF-ofe
18445361
B14H644 TGO6 HallNipTmss � 2 JOER¢f¢fEOce 0 ti011d1
PftOBUILD, �MOOftESVILLE,INJ6158 JA30sOtl142013MReklntlus�nes.IncThuJU1031T26:342014PeBe2
ID:nBWhz2BhwratKSNpufH3syJf7W�ABYyfta 1Yl3UtOKD8Z5E10H6EZExs_NtFGGBU91z?nOp
NOTES (1316)
10)This'truss is designed in accordance with Ne 2006 Intema6onal Residenlial Code sections R502.1 t.1 and R802.102 and referencetl standartl ANSIRPf 1.
1�1)Graphical putlin representaGOO��does not tlepiq the size or-the orientation of the purlidalong ihe rop and/or 6onom chortl.
12)Hanger(s)or other wnnectiodtlevice(s)shall be provided sufficient to support concentratetlioatl(s)99 Ib tlown antl 45 Ib up at 3-4-8,65 Ib daxn and 46 Ib up at 3-5�,b5 Ib
� down and�46 16 up at 5-5-4,65 1ti down and 46 1b up at-�7-5-4,65 1�tlowo�and 46 1b up at 9-5-4,65 Ib down and 46 16 up at 1 b5-4,65 1b down antl 46 1b up at 135-0,65 1�
. doviq and 461b up at 15-5-4,�651ti tlown and 46 Ib up at 17-5<,65 Ib tlown antl 4616 up at �35-0,.65 Ib tlown and 461b up at 21-Sli,651b tlown and 46 Ib up al 23-5-4,65
Iti Gown and 46 ib up at 25-5�4,65 Ib tlown antl 46 Ib up at 27-5-4,65 Ib dovm and 46 Ib up at 29-5-0,and 65 Ib Oown and a6 IC up at 3b5-4,antl 65 Ib tlown antl 46 Ib up at
43S4-on bottom chord. The design/selection ot such connection device(s)is the responsitiliry of others.
13)1. Addilional stabiliry brecing for truss system,e.g.tliagonal or X-brecing;is always required. See
'14) BCSI1.
15j 23.it is eMremefy important lo propedy idstall temporarylateral restreint antl tliagonal bracing,In
16) accortlance wi[h BCSI-B2 or using propnetary methods(e.g.Sfabilizer,eic.).
LOAD CASE(5) Stantlartl
1)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=L�S
Uniform Loads(pl�
Vert:1-3=70.&t1=70,2-78=20,1&t7=-20,12-14=-20
Concen[raled Loads Qb)
Vert:24=�63(B=-99)25=65 26=65 27=65 28=-65�29=65 30=-65 31=6532=-65 33=-65 34=-65 35=65 36=-65 37=65 38=-65 39-65
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