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Dr.D Engineering, L4C
(FKA: OrJ ConsWting, LLC)
6300 Enterprise Lane
Re: B14416303 Madison, UVisconsin, 53719
MiTek 20/20 7.4
FISCHER OBF-004
The truss drawing(s)referenced below have been prepared by DrJ Consulting, LLC under my direct supervision
based on the parameters provided by ProBuild (Mooresville).
Pages or sheets covered by this sea1:18428824 thru 1842gg75
My license renewal date for the state of Indiana is July 31, 2014. �
ImpoRant Notice:The acc�racy.of Ihe Truss Design Drawings relies upon�.All Vuss and component designs utilize
manufacturer published connector(i:e.truss plale,etc.)design values and Americanium0er Standards Committee
(ALSC)approved rules-writing agency lumber design values�(where Southern Pine has been specifed,those�tlesign
values are as tabulated in Southern Pine Inspeclion Bureau Grading Rules 2002 Edition Supplement No. 73)�Lumber
design values correspontl with the-gratle stamp prior to cross cutting as(a)approved by the Board of Review of ALSC
(b)tabulatetl and footnoted by the applica6le rules-writing agency using a pu6lishetl effective date,(c)approved and
publishetl by the American��WOOd Council for use in ihe NDS engineering equations�for lhe design.oi simctures using
lumber,and(d)referencedin Ihe lalest edition of ANSI/TPI 1,Section 6.3.
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�� July 2,2014
Ryan J. Dexter, P.E.
The seal on these Truss Design Drawings indicates accepfance of professional engineering responsi6iliry solely for
the�truss component(s) depicted on the individual Truss Design Drawings. The design assumptions, loading
� conditions, suitability and use of this component for any partieular building is the responsibiliYy of the building
designer or owner of the trusses, per ANSI/TPI l. 'I'he responsibilities and duties of the truss"designer, truss desig��
� . engineer and truss manufacturer shall be in accord with the I�test editi�n�f ANSII'I'PI l Chapter 2 unless otherwise
defined by�a contract agreed upon by the pariies involved.
Job Truss TmssType pty Ply FlSCHERO9F�0oa
1843B814
B1C4163W CG01 OiaganalHipGirtler ] 1
Job Reference lool ana0
PROBUILD, MOORESVILLE,IN Cfi15B ]�3050tl14201JMiTeklndusWes.lnc. TueJU10106�.0326201C Page1
10:9k5fi7hzV7GOqOXCREM W b7ylhEi-moHOqlcaPtlp�Ro6gbGT?7NHmtcwtivsz�WNfMSZDWq7
-2-4qd � 23d
� 2-4-ta � 2�-4 �
2a4 I� St'ale=1:ifi 3
3
�I�
866 �2
3xa II
2
�-3 I 35
I�� I I
, u as ��;�J�
s� s
I
1.5r4 II 4
LSx4 II
Z3d
2241 '
Flate Offsets(X 1�: 12:0.2-00.7-41„3�� .o-z_�S 0.0-01
LOA�ING(ps� SPACING 2-0-0 C51 DEFI in Qoc) I/�efl L/d PLATES GRIP
T�LL 25.0 Plateslncrease 1.15 TC 0.59 Vert(LL) 0.00 5-6 >E99 240 MT20 1W/144
TC,DL 70.0 Lumberinaease 1.75 BC 0.10 Ven(TL) 000 S6 >599 180
BCLL 0.0 Rep Slress incr NO VJB 0.00 Ho2(TL) -0.02 3 n/a Na
BCD� 10A CodeIRC2006/TPI2002 (Matrix) Weightillb FT=20%
WMeER BRAqNG
TOP CHORD 2x4 SPF No2 TOP CHORD SVUCWraI wood sheathing directty applied or 2-3-4 w pudins, except
BOT CHORO 2x4 SPF No2 entl verticals.
N'E85 2x3 SPP No2 BOT CHORD Rigid ceiling directly applietl or 10-0-0 oc bracing.
REACTIONS Qb/size) 6=376/0.5-3 (min.0-1-8),3=-28/Me:JianicaL 5=7/Mechanical
Max Horz 6=77(LC 6)
Max Uplift6=-101(LC 6),3=-75(LC 10) ,
Max Grav 6=376(LC t),3=P(LC 4),5=42(LC 2)
PORCES Qb)-Max.Comp/Max.Ten.-All forces 250 Qb)or less except when shown.
TOP CHORD 2-6=-340/152
NOTES (9-12)
1)Unbalanced roof live loatls have been wnsidered for this design.
2)Nhnd:ASCE 7-05;90mph;TCDl=6.Opsf;BCDL=6.Opsf;h=25k;Cat.II',Exp B;encloseQ MWFRS(low-nse)gable end zone and GC
Eaterior(2)zone',cantilever left and right exposed;entl verlical left antl righl exposetl',GC for members and forces 8 MWFRS for
reactions shown�,Lumber DOL=t60 plate grip OOL=1.60
3)This truss has been designed for a 10.�psf bottom chortl live load nonconcurrent with any other live loads.
4)Refer to girder(s)for tmss to tmss wnnectians.
5)Provide mechanical connection(by o�hers)of tmss to bearing plate capable of withstanding 101 Ib up1lft at joint 6 antl 75 Ib uplitt at joint
3.
6)This Iruss is designed in accortlance with ihe 2006 Intemational Resitlential Cotle sectionsR502.11.1 and R802.10.2 antl referenced
standard ANSI/TPI 1.
7)"Semi-ngid pitchbreaks with fixed heels"Member entl fxity motlel was used in the analysis antl tlesign of this iruss.
8)Gap belween9nside of top chord bearing antl first diagonal or vertical web shall not exceetl 0.500in.
9)1. Additional stabiliry bracing for Vuss system,e.g�.tliagonal or X-bracing,is always required. See „`l�0,153;����lJ��.
�C) BC511. ,� FF �
11)23.il is extremely important to propetly in5tall temporary latefal restrainl and diagonal bracing,in ti�� � ,.... 0(C+�l�j
12) accordance with 8C51-82 or using propnetary methods(e.g.Stabilizer,etc.). ±�,ap.• ;�ry�sT$,:iir._.T�
LOAO CASE�S) SlanGartl ' �l � �� O ' � �
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- - -- July 2,2014
t. WARNING-PleasCl�omugM1lyreviewl�e'CUS�ome(sACknowleEgemeo�o�PmBU11G51dnJartlTe�ms�0/ManutavureCProdutts"�o�m.VenfyDeSignpe�emete�5antlrea0no�esonl�isTmss
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cmpta ceol p n bl'lyl tM1 E 'g �1� - gl 1 p Itl pd Cb � .TM1 C gnassumptons loatl g dl ,5 ublry n e IM po tf yp ? I
bultl g' 1� p 01'y tN Own 0 Own f iho etla9� �o U B IEng�e g p AN51?PIL L t I 1 ' �de g t h 'd 0 I b dUi d Oe Q _
ar l p sonL kliq ly tlwD Id g Wtilry�r g.Atl�u II p ry t -tIE g 10 'gt - b'IyE � g � cb ' m p tilry I�h t ' t II . "°
AOtl4o IperrnaneMO la g tilryba' g �N II Wtl b respo b'Ity IN O.m N Own f N C g i �� 6 I4 g� g p N IRC Vi IBC 0
AN51lTPIL F gene IB-tl nceregaN gtl 'g responsbll IaEn ton,q Iry 1 I, f g ,E I ry tl I 1 i svanl d0�g Ib � g ptM1 I t i df II� �
iac,ina iec,nNSirtai i,me ecsi:�mma�v snee�s,anero�ecsi�e�ie�g co�,po�am sareN mro�mero��a�a iame rtom secn a��se��a�:�y�om a�a a�y�eia�ea��sauaro��mo�maro� ENG/NEERlNGttc
supphe�in Ihe lobsi�e paUaqe.TM1e irvss designer or Imzs tlezign engiraer(also definetl es a specialry engineer)is NOT Ne 9uiltling Oesigner of t�e OuilJing.
Job Truss TmssType �ry Piy FlSCHER09F-OOd
lea]Bels
E10416303 CGW paB�alHipGirtler 1 1
Jab Referencefootonall
PROBUILO, MOORESVILLE,IN <fi158 )430sOn142013MiTeklnduslnes,Inc. TUeJUIOTW�.03-161014Page1
10:4k567hzV7GOq�%CRBMVYE7yIhEi-moHOq7raPtl p�Ra6gbGT?"lNHOicwllvsztVVNfMSzOVJa?
2qa ;_11-0
� 2-1�0 ' i-11-0
Srale-1:1a a
"a4 I I 4
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6fi6�i2 � I
irn II
2
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zeI
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tsxa II B tsxa II
141G
� i-ian
Plate Offsets L,Y)'. f3:0-2-15 0-0-0]
LOADING(ps� SPACING 2-0-0 LSI DEFL in (bc) Vicefl Ud PLATES GRIP
TCLL 25 0 Plates Increase 1.15 TC D 46 Vert(LL) 0.00 6 >999 240 MT20 197/144
TCDL �OA Lumberincrease 1.15 BC 0,07 Ven(Tl.) 0.00 5-6 >999 �80
BCLL 0,0 Rep SUess Incr NO WB 0.00 HoaQL) -0.01 3 n/a n/a
BCDL 10.0 Code IRC2006/iP12002 (MaVix) . WeighC.91b FT=20%
LUMBER BRACING �
TOP CHORD 2x4 SPF No2 TOP CHORO Stmcturel wood sheathing directly applied or 1-11-4 oc purilns, ezcept
80T CHORD 2x4 SPF No2 end venicals.
WEBS 2x3 SPF No2 BOT CHORD Rigid ceiling directly ap0lietl or 10-0-0 oc bracing.
REACTIONS Qb/size) 6=305/0-8-13 (min.0.1-8),5=-9/Mechanical,3=-021Mechaniral
Max Hoa 6=69(LC 5)
Max Uplift6=-96(LC 5),5=-10(LC 5),3=-42(LC 1)
Max Gravfi=305(LC 1),5=18(LC 2),3=13(LC 3)
PORCES (Ib)-Maa.Comp/Max.Ten.-All forces 250(Ib)or less except when shown.
TOPCHORD 2-6=-284/�04
NOTES (10-13)
1)Wntl:ASCE 7-05;90mph;TCDL=6.Opsf;BCD�=fi.OpsF,h=25ft�,Cat Il;fxp B',enclosed,MWFRS(low-rise)gable end zone;cantilever
left and nght exposed;end vertical lek and right exposed',Wmber DOL=1 6o plale grip DOL=16�
2)This truss has been designetl for a t0.0 psf bottom chord live load nonwncurrent with any other live loads.
3)ftefer to girtler(5)for Uuss ta imss connections.
4)Provide mechanical conneclion(by others)of Uuss to bearing plate capable of withstantling 96 Ib uplik at joinl 6, 10 Ib uplifi al joint 5
and 42 Ib uplift at joint 3.
5)This Vuss is tlesignetl in accortlance with the 2006 International ResitlenGal Code sections R502.11.1 antl R802.102 and referencetl
stanGartl AN51/TPI 1.
6)"Semi-rigid pitchbreaks wilh fixed heels"Mem6er entl fxity motlel was used in the analysis and design of this tmss.
7)Gap behveen inside of top chortl bearing antl(rst tliaganal or vertical web shall nol exceed 0.500in.
8)Hanger(s)or other connection device(s)shall be pmvitletl suKCient ro support concentratetl load(s)91b down and 271b up at 0-&9 on
top chortl,and 21 Ib up at 0.8-9 on botlom chord. The design/seledion of such connection device(s)is�he�responsibiliry of olhers.
9)In the LOAD CASE(S�section9loads appl�ed to the9ace 9f t�e tmss are n 9es alwaysireq�uired c5ee �J����C$E,PN(��i��i��
10�i. Additional stabili bracin for Vuss s stem,e. dia onal or X-bracin
11) BCSI1. ��-
12123.It is exiremely important to praperly install temporery lateral restrainl and diagonal bracing,in � e�.�.''�j15TQry�4.�"rJ.�'�
13) accordance with BC51-B2 or using propnetary methods(e.g.Stabilizer,etc.)_ ` � �F-`4 �p':. �
' � . .�9�
LOADCASE(S) Standard ` `♦ PE-310F2224 ; _
i)Dead+ftoof Live(6alanced):Wmber Increase=1.15,Plate Increase=1.15 . : n L ' e �
Unifotm Loads(pl� % y �. gT`/E��? �
Vert:1-2=-70.2-3=-70.34=-20,5-6=-20 r!��., � �•��4`
�oncentrated Loads Q6) , �` °�-� \�
Vert:7=27(F)8=19(F) ��i�� • L �� �
�� ��4t1l11f411�i'
__._ _.__ July 2,2014
t. W/RNING PI N gOty �ew��e C t elsACkn ledg Io�ProB ltlSt d CTeimsforManufaquradP tl c� 'I � .V ry0 �g p el tl atl tes ItisT
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b lU g- �h p b I q ol N Own N Qm � No ed agenl o���e B 1� g Devg p ANSVTPI 1 La�e al� t nl J g u s � 'nE-tlu I b tl U�oN em�e
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Aadto Ip manemU '10 g 1 tilryb � g l�M1eo II t 1 ' N sp 'blry ��n D I�eOVm t� ' a g I iM1 B iE gD �g e�p iM1eIRC,iM1 IBC a
ANSIRPII Porgen Ig �tl nce egad qtl 'g p�sbll f b�.t'a(on,q I�y I I t r ge tl I ry ct I 1 I stranl dd go Ihfau g, IIIM1 I lesl dT t0e " '
iqe,meiec,nNSirtaii,meacsi:�mma�y:n��:,a�vorecsie�m�gcomao�e��sa�eymmm,aro��a�aiameo-omsacnai�.......se�oa�:i�y.mmaoaam�ei���-���ai�a�on'�.o,ma�ro� ENG/NEER/NGuc
suppiiea in me iond�e��aae.rne wsz ae�qner a wss aesgn ena��=e�lai:o eeanea as a sP�iry e�q��ee�7�s Hor me emiaine oeziqner onne wiiamq.
Job Truss TrussType Qty Py FlscHEe oBf-ooa
1842882fi
9t«1fi303 CGW DlagmalHip Gittler 1 1
�J� ( � Il
PROBUILO, MOORESVILLEIN Wt58 ]430sOp142�1]MiTeklntlusVies,lnc. TueJU101p6:032]401d Pagel
ID:dk567hzV7GOqOXCRBMvVb7ylhEi-E_r01S4CAVnH3yhs9z_EFaq?FOH51Mu76A7CuvzOWq_
-i-s-io i-i-s
1-940 � 1-0-6 I
1.5x< II Swle=1:112
3
3x4 � V�
fi 98 12
1
� I 34
I
13
0 2'S
z-a
^I 1 � 0.5 -(
�
5 I 4
15x4 II 3xL =
� t-044 id 6
1-0-5 0-08
LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/deFl Ud PLATES GRIP �
TCLL 25.0 Piates Increase 1.15 TC 0.35 Vert(LL) -0.00 5 >599 240 MT20 197/144
TCDL 10.0 Lumberincrease 1.15 8C 0.01 Vert(TL) -0.00 5 >999 i80
BCLL 0.0 Rep Siress Incr NO WB 0.01 Horz(TL) -0.00 4 n/a n/a
BCDL 10.0 Code IRC2006lrP12002 (Matrix) Weight 71b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF Nn2 TOP CHORD SVUCtural�,vootl sheaNing direc0y applied or 1-1-6 oc pudins, except
BOT CHORD 2z4 SPF No2 entl vertiwls.
VrEBS 2x&SPF No2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc�racin9.
REACTIONS (Ib/size) 5=315l0.53 (min.0-LB),4=-100/Mechanical
Max Horz 5=48(LC 5)
Max UpliftS=-116(LC 6),4=-100(LC i)
Max Grav 5=375(LC 1),4=50(LC 6)
PORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-5=3061162
NOTES (7-10)
i)Wnd;ASCE 7-05;90mph;TCDL=6.�psf;BCDL=6.OpsQ h=25ft;CaL II;Exp B;enclosed�,MVJFRS(low-rise)gable end zone and GC
Eaierior(2)zone;cantilever left and right exposetl;end venirai leR and righ�exposed;GC for members antl(orces&M`/VFRS for
reactions showq Wmber DOL=1.60 plate gnp DOL=1.60
2)This Iruss has been designed for a�0.0 psf bottom ctiortl live loatl nonconcurrent with any other live loatls.
3)Refer to girder(s)for tmss to Vuss connections.
4)Provitle mechani�al connection(by others)of Imss to bearing plale capable of withs�antling 116 Ib upliR at joint 5 and t00 Ib�uplift at
joint 4.
5)This Wss is tlesignetl in accordance with the 20061ntemational Residential Code sections R502.11.1 and ft802.102 antl referencetl
standard ANSIlTPI 1.
6)"Semi-rigid pitchbreaks with fxed heels"Member end fxiry motlel was used in Ihe analysis and design of this imss.
7)1. Adtlitional stability bracing for truss system,e.g.tliagonal or X-bracing,is always required. See
8) BCS11.
9)23,It is eatremeiy important to pmperly inslall temporary laterel restreint and diagonal bracing,in
10) accortlance with BCSI-62 or using proprietary melhotls(e.g.Stabilizer,etc). i',`'`tO��Pr'�jQ ,, .
LOAD CASE�S) Stantlartl `�C�� � „ , „ �,��,y
1�q:.��Uisi,�FQ •�•�,9?
; PE-iIOl2220 ;
e . _
� 9�= ST 'E 0= ' 2' �
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' '•lryfpdilifi\�:`
_ _ __ __ _ __ July 22014
� WARNING PI a t� ghly Ih G s�mef Pcknowl ag e.l IProBu145�MatlTe slo M !p tl P tl d f .V tytl �g p t s tl 4 t s IF T s
Oey Oravig atlrtO�JR� ece5h �( .�1t4�E1 .OIyMTk a pt hll�e etll t� � C g E B� ce IJ.TN t tl g d g' 0 � �
acceP� ce I P n �Iryl 0 O i9 11� -91 1 z P �� PC �h - TM1 tl �9 p� .I tl 9 tlt , 1 Olry tl Itti mPO �1 YP H � D
bultl B� �� P �I'ly fih Gw e! IM1 Ow efsa No'ed g I iM1 9 Id g�e �g p ANSIRPII: L t I t td g lo M1 rd d I b d � N E
r f pessonb chl g ty ollo b ld B � �I�ryO ' g.A�01 It p ryreslraMU g IE 'glo-n t blryC ng t d n st�e panstilyol0e� ssbstaller.
A4J tional p¢rtn nenl Eu IE ng stab'I'y L2tlng o(0e ove�'all swdure is t�e respons ti 6ty ol lpe Ow+�r,l�e Ovn�eh aulponxe0 agent or I�e&i I4 nq pesyner 0�Ne IRC,Ne IBC and
AN51/IPI1. FageneralguiEancerc8ardingdesignresponvEilities,laMralron,quelirymnwl,ztwage.Eelivery,ereaion,lataralrezlraintantldiagonalOradng,consull�0elalesleGilionol�ne '°
iac,�ne iec,nusirtai t me ecsi:�mman:neeis,a�aro�ecsi(e�aame eomao����saiey mm�.ro�l a�anaore aom seen a��.se��da�siry.�om a„a a�v�eia�ea msmuano���mo�m�uo� ENG/NEER/NGe[c
wppi�ee�n me ioesne pacxaqe.me imss aesiqner or wss aes�g�e�g�nse,(aiso aermea as a speuairy enq�nee.��u rvonne e�aamg oes�qner or me e�oemq.
�Ob TN55 TNSST`fPE Qly P�y FlSCHEROBF-W<
IBd.882]
E4016303 CGOC piagonalHipGirEer 1 1
,Inh Retarcnrnlnn{pn21)
PROBUILO, MOORESVILLE,INJ6150 i130sOdM2013MiTeklndustnes,IncTueJN01W-D32820t< Pa9e1
ID:dk587hzV7GOq�XCRBMvVb7ylhEi-jAPmFotlqxE38h6G2ih VTCoMA?Qtlhmp7GLqsmPLZOVJpz
-1-9-10 14b
1-940 ' 1-0b �
1.Sx6 II Srala=1]i]
3
3�4 � I/
6.66 12 V
2
� i 3-a
L3
2 5 2-0
n _I I
1 4-5
5 I I A
I�I
LSx4 II 3x0 =
1-0-14 1-1-6
1-0-5 0-Ce
LOADING(ps� SPACMG 2-0-0 CSI DE'r! in (loc) I/defl L/tl PLATES GRIP
TCLL 25.0 Plates Increare t15 TC 0.35 Vert(LL) -0.00 5 >999 240 MT20 197/144
TCDL 10A Wmbe�lncrease 1.15 BC 0.01 Vert(TL) -0.00 5 >999 180
BCLL 0.0 Rep Slress Incr NO WB 0 01 Horz(TL) -0.00 4 n/a n/a
BCDL 10.0 CotleIRC2006/TPI2002 (Matrix) Weight7lb FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD Siructural wood shea[hing directly applied or 1-1-6 oc pudins, except
BOT CHORD 2x4 SPF No2 end verticals.
W_BS 2x3 SPF No2 BOT CHORD Ri9itl ceiling tlirectly applied or 10-0-�oc bracing.
REACTIONS (Ib/siZe) 5=315/0-5-3 (mirt 0-1-8),4=-100/MeGhaniwl
Max Hoa 5=48(lC 5)
nnax upiias=-i�s��c s),a=i oo��C i)
Max Grav 5=315(LC i),4=50(LC 6)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 Qb)or less except when shown.
TOP CHORD &5=-30fi/162
NOTES Q-10)
i)Wind�.ASCE 7-OS',90mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.If Exp B;enclosed;MWFRS(low-nse)gable end zone and GC
Exterior(2)zone;cantilever lefl and right exposed;end vertical left and nght exposed;GC for members and forces 8 MINFRS for
reactions shown;Lumber DOL=1.60 plate gnp DOL=1.60
2)This Vuss has been designed for a 10.0 psf bottom chord live load nonconcurrent wilh any other live loatls.
3)Refer ro girder(s)for tmss to truss connections.
4)?mvide mechanical connec�ion(by olhers)of iruss to bearing plate capable of withstantling 116 Ib uplik at joint 5 antl 100 Ib uplik at
;oint 4.
5)This truss is tlesigned in accortlance with the 2006 Intemational Residential Code sections R502.11.1 and R802102 and referenced -
standard AN51lTPI 1.
6)'Semi-rigitl pitchbreaks with fxed heels"Member end fixiry model was used in the anaqsis and design of this tmss.
7)1. Additionai stability bracing for lmss system,e.g.diagonal or X-bracin9,is always required. See
e) BCSIt.
9)23.Il is e�Rremely important to pmpedy insta0 temporary laleral restraint and diagonal bracing,in
LOADC SA B(S) StandaB�CSI-82orusingpropneterymethods(e.g.5tabilizer,etc.)_ `\,`�\,�,U1tCj.���i(b�
�y(- :�('j1ST:nti "}i�%
^(t- c'F �O':t`�9%
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0 0
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l;, � IA. ,.''�`� �
' . � y�y /pa:A�L���`��`~``
� �f4tlAtIN4fU;1�
_ __ _ July2,2014
!. WFRNING PI plh gMy ewlb C- I fSACkn I¢Jg 10lPOB1451 tl tlT slo�ManufatluretlP tltl I .V fyE g p 1 0 tl �¢s0 li TNSs
�� Oe g Or -g E1� OJR te S�eet(e 031<)� fo ' .O NMT k a pl t zFapbeuse0(or0 � stl �g Omn g�obe ala.TA w E g d g- 0 t z �r
dRxp� U f po S�IIy10 �M1 tl g (N ' gl W po 10 pd tlh - T� E �g S rnpf 5 10 dOg W 41 'U�I�y E I�0 p �f yp h I Q
b Id g' 1� p sblry !1� Owne I� Gwn ( 0 E g �0 1� B Id g0 'g p ANSI?PI1. l t I I itl g 1 M1 � a �tl I � 4 � d �
! . p ' � kl"g ly notio U 'Id gstatilty�ac q Atldl It p ry 1 - tld g Ib -g� -n statilrytl ' q 1 c[ ' IM1 p til'ry fiM1e� � lall .
AdE ti I p manent E'W"g t O liry E2ti g (Ne II W ct ' lM oa b'I ry �N Own in Orm!s �h 'ed g t 1� 6v IE g 0 g p N IftC 1� IBC a tl .
ANSVlPI1 Porgenerelg-tl mere9aN gd 'g po Elt i E-fa(on.y alry tol t g ,d I ry N I i I zVan� Gtlag 102' g s IItM1 I teft Jf Ii0
iacineieenNSrtaiiineecsis�mm�nsneei:,a�aio�ecsi�e�ia�scompo����sareymm r ��a�a�i,eiertomsaenai�,v.�.�e��a�s��r�me�aa�y�iaiea��s�anro�-�ro�maro� FJYGlNEERlNGttc
supplietl in Ibe joosite paGa9e.Tne imss eesigner or imss aesi9n engincer(also aelined az a zpeclaly eneineer)Is NoT iM1e Builainq Designer ol ihe build'mg.
Job Tfuss TvssType pty Ply FISCHEROfiF004
184P882B
H041fi303 GE01 GABLE 1 1
Job Referencelplionap
PROBl11L�, MOORESVILLE,IN<6158 A130zOG1a20t3MiTeklnOUSinez,IncTUeJU1010fi:031E201aPagel
ID'4k5fi�hzV]GOqQXGRBMVYG7yIhEi�IAPmFOtlqxE38h6G2iM1 VTCaMEQQaQmpuG�qsmP�zOVJpz
k -1L-0 1-3b 11-d-2 � I 12-]-8 1311.8
1�-0 1-3-6 16D42 13b L4�0
Swle=115.5
3� = 3x5 =
q 5 6 �� I'� 9 � 10 1t 12
n n r n<-+2 n -� n
a u � u � u u
izoo ,z
ia
� �'4 .ZS 4-24 -Z -22 Qt -20 1 19 11.1� 1&il '� �
c 2-2I 1 -t6
a Irll_. .❑�. fi fl l ��f� 1I ' ts �
i,� ILI 0 u ibzs U �i i'�
.r , ,�, .�., .,_2._��
zs u za za pa zi za is ie n ie
iz-�-e
12]8
Plate Offsets IX Y1: f4:0.4-8 0-2-01 I�2:0-�_-8 0.2-01
LOAOING(ps� SPACING 2-0-0 C51 DEF� in (loc) I/defl Ud PLATES GRIP
TCLL 25.0 Plates Increase 1.15 TC 0.13 Vert(LL) -0.01 15 a/r 180 MT20 169/123
TCOL 10.0 Lumberincrease t15 BC 0.03 Ven(TL) -0.02 15 Nr 120
BCLL 0.0 RepStresslncr Yes WB 003 Horz(TL) 0.00 i6 n/a n/a
BCDL �, 10.0 Cotle IRC2006/iP12002 (Matrix) Weight:541b FT=20% .
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD Stmctural wood sheathing directly applietl or 6-0-0 oc pudins, except
BOT CHORD 2x4 SPF No2 end vetlicels,and 2-0-0 oc pudins(10.0-0 max.):4-12.
WEBS 2x3 SPF No2 BOT CHORD Rigid ceilirg directly applietl or 6-0-0 oc bracing.
OTHERS 2x4 SPF-5 SWtl
REAC710N5 All beanngs 12-7-8.
(Ib)- Max Hoa 26=71(LC 5)
Max UpliH All uplift 100 Ib or less at joint(5)21,22,23,24,25,20,�9,t8,17 except 26=-131(LC 6),
16=-136(LC 7)
Max Grav All reactions 250 Ib or less at joint(s)26,16,2�,22,23,24,25,20,19, 18, 17
FORCES pb)-Max.Comp/Max.Ten.-All forces 250 Qb)or less ezcept when shown.
NOTES (�q_�7)
1)Unbalanced roof live loads have been considered for this design.
2)Wntl:ASCE 7-05;90mph;TCDL=6.Opsf;BCOL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone and OC
E�erior(2)-1-4-0 to 13-�1-e zone;cantilever lefl and right exposetl;entl venical lek and right exposed;GC for members and forces 8
MWFRS for reactiore shown;Lumber DOL=1.60 plate grip DOL=1.60
3) Truss tlesignetl for wind loads in the plane of the iruss onry. For studs exposeG to wind(normal to ihe face),see StanOartl Intlustry
Gable Entl Details as applicable,or consWl qualifed building designer as per ANSI/TPI 1.
4)Provide adequate tlrainage to prevenl water ponding.
5)All plales are t.Sx4 MT20 unless olheovise indicaled.
6)Gable requires continuous bottom chord bearing.
7)Truss lo he fully sheathed fmm one face or sewrely braced against lateral movement(i e.tliagonal web).
8)Gable sWds spacetl at 7-40 oc.
9)This Vuss has 6een tlesigned for a 10.0 psf bottom chord live loatl nonconcurrent with any other live loads. y„�t;{;i3 i i;ttp�..`
10j Provitle mechaniwl connection(tiy others)of Uuss to bear'ng plate capable of withstanding�OO�Ib uplift at joint(s)2L 22,23,24,25, `�) �c�Fpr� 1��
20.19.18.17 excePt Gt=1b)26=�31.16=136. \v� � _,.... "' b<<`��i.
�1;This truss is tlesignetl in accortlance wiN the 2006Jnlemalional Residential Code sections R502.11,1 and R802.102 antl referenced 1J�4. �ty15Ti��., T��i,
standaNAN51/TPI1. � Q. _•F. Q;. .p%
12J"Semi-rigid pitchbreaks with(xed heels"Member end fixity model was used in the anaysis and design of this tmss. ' p�-i 10 i2220 � =
13)Graphical pudin represenla6on does not depict the size or he orientation of the pudin alon9 the top and/or bottom chord. c =
14)1. Additional stabiliry bracing for truss system,e.g.diagonal or X-bracing,is always required. See ; � ; � � �
isl ecsit n -o i STA' OF ? ? ?
76)23.Il is extremely important to properly install temporary la:eral restraint and tliagonal bracing,in � 'J �• - w �
17) accortlance with BC51-B2 or using pmprietary methods(e.g.Stabilizer,elc.). ' "�� • . �•'•�1��l\
LOADCASE(5) Standard . '��� l 1� ,- ��C`J��,
♦. a...
'rltlf�lllriP!�� �
__ ___ July 2,2014
f. WARNING PI e iM1 gMy 'ewt� 'C �om ! Ncknowl tlg ril t ProB 'Itl Slantla tl T s lo�Manulacwretl P otl t'! .V ty d g pa 1 E d l s t�' T f
649 �'0 p ' g dt� DJR I SM1 1(e AS14�O t .D yMT k tt pl t z�aOEeuseEtortO t E g tl gt Ee'Id. TF t tl sg 4 g a �
aaepc ol pons�ly! ipe� 'g �N 'gl W p ttl ptl E� ' .T� C ynaswmptons loatl gco dl s s'ublyantl It� comp t ypurt I
bulJ g� 1� p Elry fN Grvne 1� Own( N - tl g 1 IM1 B IdpgpeSg p¢rhN51RPIL Lale I � �d g 1 h 'd�0 I 0 dU N b B ��
r � p � G kl g ly mtlo b ld g �abllyh ' g Adtlt II p ry sVa'nP0'agonal0aongto�n I tiRyd g � 1 -�IM1e ponsb'Ilyolt�et as'nstaller. '�
AtlC(onalpermaneniLUldngsla�liry�rzcngoflheoverallsimtlure's��erezponz0'I'tyollpeOwner IFepumehautFarzetlagemori�eBUldngOesgnar perl�elRC IhelBCanJ
FNS1lrPl t. Fp genetal guiCance regartling tlesgn rezponshilities,labna�ion,pualiry�'umrd,siwagq Eelivery,ereaion,la�eral resValnl anO 4iagoral braang,consup Ne la:est eJnion ot Ne �
iaq me iec,nNSirtai t me ecsi:�mmary snee«,a�amr ecsi�a��m��y compo�em s�iay mm�aoo��a.a�iame o-om secn aiw..�...:eo�e�mn�m a�e aoy re��ee��:�anauo�mro�ro� ENG/NEERINGIm
zupplied In 0e loesite pachage T�e�mss desi0�er or tmss tlesign engineer(also tlefne0 as a specialry engineeq is NOT t�e 6ulltling�esigner of iM1e builCin9.
bb Tm59 TNSSTyp¢ �Qly Ply FISCHEROBF-009
18428819
B144tfi303 GEOP GA9LE 1 1
JbR ( ( o( I)
PROBL11L0, MOORESVILLE,IN 46150 'l.430sOCi14001]MTeklntlusines,lnc. TueJu10106�.0329Y014 PaBe1
ID:4k567hzV7GOq�XCRBMvYb7ylhEi-BNZBSBeSiY6?IGqPGOOik?vP4qzaVGOPZTW xnzOVJpy
54-5 � 10.240
545 St-5
05 = S�la_9I8"=1'
4 '
t5x4 I�
1.Sx4 II
400 12 3
J
15x4 II
q 1.5.4 II
z 4 8
C t0
31 9
ai � e
�
i
u � �� �' n
<
2x4 �i 1� n 10 9 B 2xa ��
t5xa II �5x4 II 1.Ss4 II t5xa II LSx4 II
t0 2-10
10.2d0
LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/deA L/d PlATES GRIP
TCLL 250 Platesincrease 1.15 TC �.07 Vert(LL) Na - r/a 999 MT20 169/123
TCDL 10.0 Lumberincrease t.75 BC 0.03 Vetl(TL) n/a - n/a '�99
BCLL 0.0 Rep SVess Incr Yes WB 0.04 HorzQL) 0.00 7 Na n/a
BCDL 10.0 Cotle IRC2006RPI20�2 (Matnx) Weight:3916 FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF-S Stud TOP CHORD Structural viootl sheathing tlirecty applied or 6-0-0 oc pudins.
BOT CHORD 2x4 SPF No2 BOT CHORO Rigid ceiling directly applied or 10.0-0 oc bracing.
OTHERS 7x4 SPF-S Stud
REACTIONS All 6earings 10-2-10.
(Ib)- Max Horz 1=111(LC 4)
Max Uplik All uplik 100 Ib or less atjoint(5)1, 11,12,9,8
Max Grav All reactions 2501b or less atjoint(s)7,7,10,11,12,9,8
FORCES Qb)-Max.Comp./Max.Ten.-All forces 250(Ih)or less except when shown.
NOTES (10-13)
�)Un6alanced mof live loads have been consideretl for this design.
2)NAntl:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat II;Exp B;encbsed',MVJFRS Qow-rise)gable end zone and GC
Ex�erior(2)zone',cantilever lek and right exposetl;entl vertiral left and tighl exposed;GC for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate gnp DOL=1.60
3) Tmss designetl for wintl loads in the plane of the tmss only. For studs exposed ro wintl(normal to the face),see Standard Industry
Gable End Details as appli�able,or consult qualifed'builtling tlesigner as per AN51/TPI i,
a)Gable requires continuous bottom chord bearing.
5)Gable studs spaced at 1-4-0 oc.
6)This Vuss has been tlesignetl for a t0.0 psf botlom chord live loatl nonconwrrent with any other live loatls.
7)Provide mechanical connection(by others)of Vuss to bearing plate capabie of withstanding 100 Ib uplift at joint(s)1,i i,12,9,e.
8)This Guss is designetl in accordance with lhe 2006 Intemalional Residential Code seIXions R502.11,1 antl R802.id2 antl referencetl
standard ANSIRPI 1.
9)"Semi-ngid pitchbreaks with fxed heels"Member end(xiry motlel was usetl in the analysis antl tlesign of this lruss.
�o)1. Additional stability bracing for tmss system,e.g.diagonal or X-bracing,is always required. See
t 2)23.IBt ssextremery important to propetly install temporary latzral restraint and diagonal bracing,in ,{+��`���p j1j.�t�''�r���
73) accordance with BCSI-82 or using pmprietary methods(e.g.Stabilizer,etcJ. �'v � ,,... . d� �i�
�.`�y�:iGG\ST�.?"t+':"tj•�`".
LOAD CASE�S) Standard
s �- :�' ° °:v �
;� Fc-110i2220 ; =
= o � . —
"o�= S 7EOF ' 2 :
;, �n •. ;: �
. � % U,c'' .4' 'ca �`'
� . !','/ '��»rwu���e'cL,�,\`
---- --- July 2,2014
� WARNING PI set� gnly ' wt� C t f Acknowl dg tolPmB l�5ta 0 tlT rtnsiorManulacWreOP tl q I .V �1ytl g p ie a tlre d � �IN T
� 'g 0 -g dlh OJR f SM1 t( 0314)b I .O ryMT kc eU pl � sM1alloeusetlforNSi 4 g tl g� e Id. Tli t e g E g' Orat �,.
pl f p �Ilyl N tl 9 I�� ' gl t po �0 ptt tl� ' .TM1 0 'g pC I C g dl l blry tl IN po �f anyp hal D
diltl g'sttie p� blty IN Own 0 Own l Ih E g 1 t� B 10 gD �B p AN51/iPl1 Wfefal slant� gnaYo �o ' 4 id I � UU N 0
f p ' b klg ty, 1� bldgt �Ilybcg.Aatlfo II p ry tan✓dg I� ' gl ' Itil'tytl 'g t f ' IM1 p tilryltM1e� � tll .
Addl 1 p manent h "Id g � �I ry� g of 1�-o e II 1 1 ' iM1 sp bl ty I t�e Own Ih Ow ( IM1 tl g t IF 9-Id g Ce�g p Ihe IRC Ih IBC tl
NNSIrtPl1 Porgen Ig�tlanceregard gtl g zpanvblt 1 GiGt n.qualry nitd stor g E I ry cL I 1 ImzVanl Ed g IE ' g 110 I Int d( oIN � '"
iac,meiacnNSirtaiimaecsis�mma�rsnee�s,e�am.ecsi�e�ae��acempo�emsai�rymromaro,p,�aiaoieaomsecna�H,V.;.se��e�s�n=oma�eamremiee��s�auro��mo�maro� ENGINEERlNGttc
auppiied in me joosiie pacxage.me wss ees�qner or miss aesiqn eneinecr�aiso aennea as a speaauy ens��ee�)'�s NoT me e�oamq oes�qner or me o�ue'in¢.
Jab� Tm55 TmssTyp¢ Qty Piy FISCHEROBi-ODa
IBa24B30
B1C418303 GE03 Common Simtlural Gable 1 1
J GR f n ( Co 11
�ROBUILD, MOORESVILLE,IN46t58 ]630sOCIta20t3MiTeklnEUSlnes,IncTUeJU101W'03J020taPagel
, ID:4k567hzV7GOq�XC RBfdvY�]yl�Ei-2NM/gUf4TrJSwO PRq6VxHOSSfD90Ee42o]LsUEz�Wpx
-1-0-0 5-140 11-0-12 1&5-04 224-8 231E
1-0-0� 57-10 ' S-5-2 � 5-5-2 57-00 �1-0-0
ex6 = Scale=1:503
a
9aa iz
3 5
� 1 �fi 1b13 22- 25
�� 1 B �� 3 .SB � 2�.29
� 2631 �� ��9�— ���� ��� �° 9 �m
d��' 'ro �� �a
11 9 B
ex9 i 3xB — 3xe = Bx8 ��
11-0-12 12-1-B
it-042 ' 11�042 '
, P�a�eonse�savL�a:aa-�a.o-s��t,l�ta�-izo-z-iol ��z:a�-�zo-aa� �so-b�zo-,, o-al�[za:o-�-�zo-o-at �v:o-b�zao-a]
LOADING(psp SPAqNG 2-0-0 CSI DEFL in poc) I/deFl Ud PLATES GRIP
TCLL 25.0 Plates Increase 1.15 TC 059 Vert(LL) -026 8-9 >987 24� MT20 169/123
TCDL 10.0 Lumber Increase 1.15 BC 0.59 Vetl(TL) -0.66 8-9 >393 �180
6CLL 0.0 Rep Stress Incr Yes WB 0.37 Horz(TL) 0.04 8 Na n/a
� BCDL 10.0 Code IRC2006/iP12002 (Matrix) Weight 1091b FT=20°o
LUMBER BRACING
70P CHORD 2x4 SPF No2 TOP CHORD Stmctural wootl sheathing direcHy applied or 3-8-2 oc pudins, except
BCT CHORD 2x4 SPF No2 end verticals.
WEBS 2x3 SPF No2'6ccepC BOT CHORD Rigid ceiling direc�ty applied or 10.0-0 oc bracing.
2-11,6-8:2x6 SP 2400F 20E
OTHERS 2xa5PF-SStud
REACTIONS (Ib/size) 11=1061/0-3-e (min.0-1-11),8=�06110.3-8 (min.0-1-11)
Max Horz 11=188(LC 5)
Max Upliftll=-75(LC 6),8=-75(LC 7)
FORCES (Ib)-Max.CompJMax.Tert-All forces 250(Ib)or less except when shown.
TO?CHORD 2-3=-1278/733,34=-971/N9,45=-W1/119,`r6=-1278/733,2-11=-956/�51,
6-8=-956/151
90T CHORD 10.11=59/957,9-10=59/957,8-9=�/957
WEBS 4-9=-23/581,5-9=32D167,3-9=-322/i66
NOTES (�0-13)
1)Unbalanced roof live loaas have been consitlered for Ihis design.
2)Wntl:ASCE 7-05;90mph',TC�L=6.Opsf,BCD�=6.Opsf;h=25k�,Cat.II;Exp B;enclosetl',MwFRS(low-rise)gable entl zone antl GC
Exterior(2)zone;cantilever leR antl right exposed;end veNCal left and right exposed;GC for members and forces 8 MWFRS for
reactions shown;Lumber DOL=1.60 plate gnp DOL=1.60
3) Tmss designed for wind loatls in ihe plane o!the truss only. For studs exposetl to wind(normal to the face),see Slandzrd Industry
Gable End Details as applicable,or mnsult qualifietl building tlesigner as per ANSI/TPI 1.
4)All plates are 1.5x4 MT20 unless otheraise indicateC.
5)Gable sNds spacetl at 2-0-0 oc.
7)Fhov desmechab ical con 9ectioo(by o�lhe s)f of�tru s to b arling Ipla�ten apableuof w thstantling QO lb upf(t at joini(s)i 1,e. ,�y�l�ldSF�Hr„`��J�i�
8)This tmss is tlesigned in accordance with lhe 2006 InternationalResidential Code sections R502.1 L�and R802.102 and referenced 1�^ � „. btC�4�
stantlartlANSIlTPI1. : Q.��'V�ST��+�. %
9)"Semi-ngid pitchbreaks with fixetl heeis"Member entl fxiry rtwtlel was usetl in the analysis and design of this tmss. � � %F� FQ''.�r`J%
_ 10)1. Additional stabiliry bracing�for imss system,e.g.diagonal or X-bracing,is always�requiretl. See " �C � � '9 �
17) BCSn. _ : P£-iiCi2_23 ; _
12)23.It is exlremety important to pmpedy install temporary lateral resiraint and tliagonal 6racing,in _ q ; : � _
13) accordance with OCSI-B2 or using proprietary methotls je:g.Stabilizer,elc.). � 'a C STAT �P % ? 2'
LOAD CASE�S) Slandard ''��,(�• •� • `l•J���'
'"i F'. • . � • � .
� p
���4 �` i.Al �
fi /!l1IIIS1IU\l1\,
- --.-_.--- -- . _. - July 2,2014'
� WARNING PI N gM1ly ' 10 'C to elsAChn I dg � fPO81E5W E dTermsbrManufanuretlP W n I .V 'yC �g pa et tl tl oles l!i T
Oeg D�awiganOtMDJRet ce5� t�re ,011a)bf e.Ot�MTk tl plt z�all�euzeE(orN 1 d 'B d gl be IdTti 1 tl 'B�tl g' d is5
aaep( ce (res0o �Irylrnip d g fN ' gl W p Itl ptlaOM1 - T� tl 'gnassumplons IoaC g tlt t blrya E seotlti co p i! nyp n I
bul- g' �M1 p �Ity Ilh Ow � IM1 O f I�o tl g �0�M1 B-Id g0e5g p¢rAN51/TPI1 La�¢ I Id ttlC 9 d�0 5 M1 �dl'tl I b tl M1od 0 5 �
r t p ' nb kl' g ly t( 0'Id g �tiltyba g Atldti It p ryresvanYd g Ib ' g� � t �Iytl g t d ' 1� p 'b'Iyo1�M1 .rvss' staller ��`
AEtlGOnalpemunenih Id gs�tilryL ' g fN I� WG ' 1� respansdlryoll�eOwn 1� Own� N ' Oap 1 iM1 B Id gCesg e p¢ t�eIRC 1� IBCand �
ANSIrtPIL Porgen Ig a ceregard gd '8 Po z�If ,I En lioryqualtywntmi s�or B d I ry, t I � alrcsvanlandd g n Ib � g, ItN I t teElonoil�e '
iac,me iec,aNSirtPi t me ecsi s�mma�y:neei: a�aror ecsi ce�ia�3 compo�em s��en mm ,=ro��a��meie r,om secn a�V.,,.,. ec�a�s��y.�om a�a a�y reiaiea n:iauaro�mo�aro� ENG/NEERINGuc
supplied In IOe jo�zite padage.TM1e huss tlesigner n truss tlesign engineer(alea tlefinetl as a speualry englneer)is NOT t�e BullOiig DeziB�er ol t�e�uileing.
Job Tniss TrussType Oty Pty FiSCHER OeF-o0a
1862AB3t
B1C416303 JO1 JaG-0osedGlNm 2 1
InM1 RcPor c lnn p
PROBUILD, MOORESVILLE,IN 96158 )430 z Oct 14 2013 MiTek IntlusVies,Inq Tue Jul 01 06�.OJ31'2014 Page i
ID:4k56]hzV7GOqOXCRBMvYb7ylhEi-714utqgjE9RjYa_dOp3Aq0_hDdbNZ94i7 n5QOgzOVvpw
4�4A 13-12 5342
� 1-0-0 � 1-3-12 ' 4-0-0 �
Swle=L1).9
3 4xe _ 1_5xa II
����
I �° 34
r U
,z.00 ,z
3,a =
z qs
ri 3-6
1-
�
2"� fi
I r� �
LJ � �
� 5) �
I 6 0 5
I9.a =
� 3x4 =
1.Sx4 II
13-12 531P
1342 4-0-0
PlateOftsetsSXY): [20.2-00-0-12] f3'.0.4-80-2-0�
LOADING(ps� SPALING 2-0-0 CSI OEFL in (loc) I/de0 L/d PLP.TES GRIP
TCLL 25.� Plateslncrease 1.15 TC 0.35 Vert(LL) -OA� 5-6 >999 240 MT20 197A44
TWL 10A Wmberincrease 1.15 BC 020 Vert(Ty -OA2 5-6 >999 180
6CLL 0.0 Rep SVess Incr NO WB 0.07 Horz(TL) 0.00 5 nia Na
BCDL 10.0 CodeIRC2006/iP12002 (Matrix) }, Weight241b FT=20%
LUMBER BRACING
TOP CHORO 2x4 SPF No2 TOP CHORD S(mctural wnod sheathing directly applietl or 5-3-12 oc purlins, excepl
BOT CHORD 2x4 SPF No2 entl verticals,and 2-0.0 oc putlins:14.
WEBS 2x3 SPF No2 BOT CHOftD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTION$ pb/SiZe) 7=381/0.3-8 (min.0-1-8),5=259/MeChanical
Max Horz 7=89(LC 4)
Max Uplift7=-702(LC 5),5=-69(LC 4)
FORCES Qb)-Maz.Comp./Max.Ten.-All Forces 250(Ib)or less except when shown.
TOP CHORD 24=-407/110
NOTES (17-14)
�)W nd:ASCE 7-05;90mph;TCDL=6.Opsf,BWL=6.OpsF h=25ft;CaL II;Eep B;endosetl;MWFRS(low-nse)gable end zone;cantilever
lefl and right exposed;end venical lek and right exposed;Wmber DOL=1.fi0 plate grip�OL=1.60
2)Provitle atlequate drainage to prevent water ponding.
3)This vuss has been designed for a 10.o psf bottom chord live loatl nonconcurrent with any other live loads.
4)Refer ro girder(s)for tmss to truss wnnections. .
5)Fmvide mechanical connection(by others).of imss lo bearing plale capable of withstanding 100 Ib uplift at loint(s)5 excep�QY-Ib)
�=ioz.
6)This tmss is tlesigned in accortlance with Ihe 20061ntemational Resitlential Code seclions R50211.1 and R802102 and referenced
s;andartl ANSI/TPI 1.
7)"Semi-rigid pitchbreaks with fixed heels"Member end fxity model was used in the analysis and tlesign of lhis tmss.
B)Grephical purlin representation does not tlepict ihe size or the orientation of Ihe purlin along the top and/or bottom chord.
9)Nanger(s)or other connection tlevice(s)shall be provided suff�cient ro support concentrated load(s)7 Ib down and 24 Ib up at 13-12 on
lop chord,and 44 Ib down antl 531b up at 1-3-12,and 591b down antl 36 Ib up at 3-4-8 on bottom chord. The desigNSelection of such
10)In Ihe`IOAD CASE(S)tsection,�loaltlelapplledhlo the face of Ne Vuss are noted as bont(F)or back(B)_ `�$��1�.n.��P(.�'�r���/r��
11) 1. Additional stabiliry bracing for Wss system,e.g,diagonal or X-0racing,is always requlred. See `i�a� ,,,, . ��h�/��
�2) aC511. ��q.•;��j1ST���.: T�4
13)23.It is extremely important to propedy install temporery lateral restraint antl diagonal bracing,in y ¢ :F p•� .,9 �
14) acwrdance with BCSI-B2 or using proprietary methods(e.g.Stabilizer,etc.). FE-f 7 Q�222� � �
LOADCASE�S) Standard �, ,� ; � a �
1)Dead+RoofLive@alanced)�.Lumberincrease=t�S,Platelncrease=t�5 "fl '. ST ' 0= ? 2' �
Uniform Loatls(plfj i'JO=., �:�w �
Vert:b2=-70,2-3=-70,3-4=-70,5-7=-20 � .f • �
Concentratedloads(Ib) J�. � � ° � � ���
Vert:3=24(F)6=<4(F)8=59(F) ��i�, � +��-�'. ��\
'/Uti117 Hi.`��l
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AN51?PI L For Benerdl guidance regartling tlesign responsibililies,labriration,quelity con�rol,storage,tlelivery,erection,lateral resVaint and tliagonal Eracing,mnsull t�e latest eCition ol ihe �
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supplietl In I�e jo05i�e paGaqe.The�mzs tlesigner w wzs�esiBn engineer(also tlelinea as a speualry engineer)is NW Ne Builtling Oesigner of ihe W ilUing.
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15x4 II
2-?-12 5-342
2-]42 ' 2A-0
Plate Offsets(X Y1: f2:0.2-0.0-0-121.f3:0.4-8.0.2-01
LOADING(ps� SPACING 2-0-0 CSI DEFL in Qoc) I/defl Lld PLATES GRIP
TCLL 25.0 Plateslncrease 1.15 TC 021 Vert(LL) -0.00 6-7 >999 24� MT20 t97/�44
TCOL 10.0 Wmberinaease 1.15� 8C 0.05 Vert(TL) -0.01 fi-7 >999 180
BCLL o.0 Rep Stress Incr Yes WB O.os Horz(TL) -0.00 5 n/a n/a
BCDL 10.0 CodeIRC2006liP12002 (Matrix) Weight271b. FT=20%
LUMBER BRACING
TO?CHORD 2x4 SPF No2 TOP CHORD SVUCturel wootl sheaNing directly applied or 5-3-12 oc purlins, except
BOT CHORD 2x4 SPF No2 end verticals,and 2-0-0 oc pudins'.3-4.
WEBS - 2x3 SPFNO2 BOT CHORD Rigid ceiling direclty applied or 10.0-0 oc bracing.
REAC710NS Qb/size) 7=344/0-3-8 (min.0-1-8),5=2�6/Mecnanical
Max Horz 7=129(LC 5)
Maz UpliR7=-40(LC 6),5=51(LC 5)
FORCES (Ib)-Max.Comp/Max.Tea-All forces 250 pb)or less except when s�own.
TOP CHORD 2-7=-323/100
NOTES (9-12)
1)Wnd:ASCE 7-05�,90mph�,TCDL=6Dpsf�,BCDL=6.Opsf;h=25ft;Cat II;ExpB;enUOSeQ MWFRS(low-rise)gable end zane and GC
Ezterior(2)zone;can�ilever left and right exposed;end vertical left and right exposed;C-C for members antl forces&MN'FRS for
reactions shrnvn;Lumber DOL=1.60 plate gnp DOL=1.60
2)Provide adequate drainage lo prevenl water ponding.
3)This truss has been designed far a 10.0 psf botlom chord live load nonconcurrent with any oNer live loads.
4)Refer to girder(s)for tmss m tmss mnnectlons.
5)Provide mechanical mnnection(by others)of tmss to bearing plate capable of withstanding 1001b aplitl at IoiN(sj 7,5.
6)This Vuss is tlesignetl in accortlance with ihe 2006 Intemational Resitlential Code sections R502.11.1 antl R802.102 and referencetl
stantlartl ANSIITPI 1.
7)"Semi-rigid pilchbreaks with fixed heels"Member end(xity model was usetl in ihe analysis and tlesign of this truss.
8)Graphical purlin representation tloes not depid the size or the orientation of the putlin along the top andbr bottom chortl.
9)1 Atltlitional stability bracing for iruss system,e.g.diagonal or X-bracing,is always required. See
10) BCSN.
11)23.It is ez�remely important to properly install temporary Iateral.resVaint and tliagonal bracing,in .,��,y!tiiil:hpt.
12) accordance with BC51-B2 or using proprietary methods�e.g.Stabilizer,etc.). \1�.;��,Oc�F�j.i 0�1��i
LOADCASE�S) Standard ^`�.r.�.tiv1ST�^%'+i��F�
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' 34L12 ' id-0
Plate Offsets IX,V): f2:0-2-0 0-0-121 f3:0-4-8 0-2-0
lOADING(ps� SPACING 2-0-0 CSI DEPL in Qoc) I/tlefl Vd PLA,TES GRIP
TCLL 25.0 Plates Increase 1.15 TC 0.37 Vert(LL) -0.01 6-7 >999 240 MT20 197/144
TCDL 10A Wmbeflncrea9e 1.15 BC 0.08 Vert(TL) -0.02 6-7 >999 180
BCLL 0.0 Rep Stress Incr Ves WB 0.12 Hoa(TL) -0.00 5 n/a n/a
BCDL 70.0 CodeIRC2006/rPp002 . (Matrix) Weight:321b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD Swctural wootl shea�hing directty applied or 53-12 oc putlins, except
BOT CHORD 2x4 SPF Nn2 end verticals,and 2-0-0 oc purlins'3-4.
WEBS 2x3 SPF No2 BOT CHOR� Rigid ceiling directy applied or�0-0-0 oc bracing.
REACTIONS Qb/size) 7=34410.3-8 (min.0-i-e),5=216/Mxhanical
Max Horz 7=169(LC 5)
Max Uplift7=-27(LC 6),5=-73(CC 5)
FORCES Qb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORO 2-7=310/97
' NOTES (10-13)
1)Unbalanced mof live loads have been consideretl for lhis design.
2)Wnd:ASCE 7-05;90mpK�TCDL=6.Opsf;BWL=6.Opsf,h=25ft;Cat.II;E<p B;enclosed;MWFRS(low-rise)gable end nne and GC
Eaterior(2)zone;cantilever Iefl and nght exposed;end vertiral leR and right ezposed-,C-C for members and forces 8 MVJFRS for
reactions shown',Lumber OOL=1.60 plate gnp DOL=t60
3)Provide adequate drainage to prevenl water pontling.
4)This Vuss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)Refer to girder(s)forlmss ta truss mnneclions.
6)Provitle mechanical connection(by others)of Iruss lo bearing plate capable of wilhstanding 100 Ib uplift at joint(s)7,5.
7)This Vuss is designed in acco�dance with Ne 2006 Intematicnal Residenbal Code seclions R502.11.1 antl R802102 antl referenced
stantlard ANSIlTPI 1.
e)"Semi-rigid pitchbreaks with fxed heels"Member end(xity model was used in the analysis and tlesign of ihis truss.
9)Graphiwl purlin representation does not depicl ihe size or ihe onentation of the purlin along ihe lop and/or Cottom chortl.
10)1. Atlditional stabiliry bracing for tmss system,e.g.diagonal or X-bracing,is always required. See
12)23.IBt ssexiremely important to properly instell temporary lateral restraint and diagonel bracing,In ,ll;lp�iS'.t��itpy3�j.f'
13) accordance wiN BCSI-82 or using pmpnelary methods(e.g.Stabilizer,etc.). \v �Q$ H d�C /��i�
LOADCASE(S) Slandard ���.c.��'l�T���p�Tfi9'Y
' ; P=-71072220 ; "'
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E Itl g 1� p OIryoIN Pm N Ovm ! t� M g 1 1� BuIC gD �g pttAN51?PIL Lale I t t� 'g t M1 ' 0 4 I o acnoro L B ,�
f pess b hl g y, il � 'Id� B � ellyb g.AOJf li po ry � ' Ve�g Ib � gt ' ibltytl � g � Q ➢tM1 rep ��Iy ItM1et ' tll . �
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zupplieC In IOe jobsite paGage.T�e Imzs tlesigner or�mss Oesign engmeer(also tle0netl az a speualy engineep is NDT�M1e BuilOing Oesigner of ihe�uilOing.
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TCLL 25.0 Plaleslncrease 1.15 TC 0.57 Vert(LL) -0.04 45 >959 240 MT20 197/�44
TCDL 10,0 Lumberincrease t15 BC 0.19 Vert(TL) -0.10 4-5 >602 180
BCLL 0 0 Rep Stress Incr Yes VvB 0.05 Horz(TL) -0.00 4 nia n/a
BCDL 10A Cotle IRC2006/TPI2002 (Matrix) WeighC 27 Ib FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD Simcwral wood sheathing directry applied or 5-3-12 oc pudins, except
BOT CHORD 2x4 SPF No.2 end verticals.
WEBS 2x3 SPP No2 80T CHORO Rigid ceiling direc�ly applied or 10-0-0 oc bracing.
REACTIONS (Ib/size) 5=344/0.3-e (mia 0-t-e),4=216/Mechanical
Max Horz 5=204(LC 5)
Max Uplift5=44(LC 4),4=-98(LC 5)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-5=-293/103
NOTES (7-10)
1J Wnd:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=fi Opsf;h=25ft;Cat II;Exp B;enclosed;MWFRS(Iow-rise)gable entl zone and GC
E�erior(2)zone;cantilever left antl right exposetl;entl vertical left and righ�exposed;C-C for members antl forces&MWFRS(or
reactions shown;Lumber DOL=1.60 plate gnp DOL=1.60
2)This Uuss has been designed br a 70 o psf botlom chord live load nonconwrrent with any olher�ive loatls.
3)Refer to girder(s)for tmss to�mss wnnections,
4)Provide mechanical wnneclion(by others)of tmss to beadng plate capable ot withstanding t00 Ib uplift at joint(s)5,4.
5)This Uuss is designed in accordance with�he 20061ntemational Resitlential Cotle sections R502.11,1 and RBo2.102 and referenced
standartl AN51/TPI'I.
6)"Semi-rigid pilchbreaks with fxed heels"Member end fixity model was used in the anaysis and design of this tmss.
7)1. Additional stabiliry bracing for tmss_system,e.g.diagonal or X-bracing,is always requiretl. See
e) BCSIi.
9)23.Il is extremely impotlant to propedy install temporary lateral restraint and diagonal bracing,in
10) accordance with BCSI-B2 or using proprietary methotls!e.g.Stabilizer,etc.).
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2
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LOADING(psQ SPACING -- 2-0-0 C51 DEFL in (loc) I/deFl L1d PLp.TES GRIP
TCLL 25.0 Plateslncrease 1.15 TC OJ3 Vert(LL) -0.00 4-5 >999 240 MT20 197/�4a
TCDL 10.0 Lumber Increase 1.15 BC 0.04 Vert(TL) -0.01 4-5 >999 180
BCLL 0.0 Rep Svess Incr Ves WB 0.02 Hoa(TL) -0.00 4 n!a n/a
BCDL 10.0 CodeIRC2006lTPI2002 (Matrix) Weight:i2.lb FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF Na2 TOP CHORD Struc[ural wocd sheathing directly applied or 2-7-10 oc pudins, except
80T CHORD 2x4 SPF No2 entl verticals.
WEBS 2x3 SPF Na2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
REACTIONS Qblsize) 5=240/0-3-8 (min.0-1-8),4=79/Mechanical
Max Horz 5=80(LC 5)
Max UplihS=-49(LC 6),4=24(LC 5)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES (7-10)
i)4Untl:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25R;Cat II;Exp B',enclosed;MWFRS Qow-rise)gable entl zone antl C-C
Exterior(2)zone;cantilever left and ri9ht exposed�,end vertical left and right exposeqGC for members and forces 8 MWFRS for
reactions showq Lumber DOL=tfi�plate gnp DOL=t.60
2)This truss has�een tlesigned for a 10.0 psf bottom chord live loatl nonconcurrent with any other live loads.
3)Refer ta girder(s)for iruss to tmss connections.
4)Provide mechanical connection(by others)of truss ro beanng plate capable of withstanding 100 Ib uplift at joint(s)5,4,
5)This tmss is tlesigned in accordance wi�h lhe 2006 In�ernatio�al Residential Cotle sections R502.11.1 andR802.102 and referenced
slandard ANSIliPI 1.
6)"Semi-rigid pitchbreaks with fixed heels"Member entl fxiry model was used in the analysis and design of this tmss.
'1)L Atltlitianal stabiliry bracing for Iruss system,e.g.tliagonal or X-bracing,is always requiretl. See
e) BC511.
9)23.It is eziremey important to properly install temporary laleral reslraint antl diagonal bracing,in
�O) accortlance with BC51-B2 or using pmprietary melhods;e.g.Stabilizer,etc.).
LOAD CASE�S) S�andard
`��y,Vl:liil:il/7iiii/;/
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0 -g Oraui g anE t�e OrJ ft 1 rcnce SMet� .03 1<)b f .O ly M T k d pl I s h II be ed f ID W E g a g t b al tl Th � tl 'g tl g' a 1
a<ceplanW IRSpo tillyl �ih tl sig fN ' gl t ss p Itl pd tlh - .Th tl �g s pt s,lo tlng tl( '1 blty tl t�F � p- �If nyp rt I �
b ld g'f�M1 p Ulty IN Qme t� O f IM1O dag 1 iM1 B"10 9�sg erpe ANSIRPII L 1 I t ta g 1 5 h o - tl C I �b tlr1�oN bes �
a co pessonb kirg ty 11 0'Id g latitlyb urp.Atldio allempo�ry25� 'n�d g 10 ' B� �� t b'Irytl 9� �b - � e p Dly ft� 1 ' I II .
Add(onelpermanen�0ld g tblry0a-g f��eove211 Imq e� �h sponsb'ItyoftM1eOwn iM1 Ownr WM1 � C g �otM1 B-I�gO g p I� IRC,iM1 19C G
AN51?PIt Forgen Ig 'tlanceregartl gdesignrespons�lt ,l�� lon qualtywnVol sto g a I ry q ,I t I esvam Ud g b ' g, ItlM1elatest dt olm '"
iac,meiec,nNSUraii,meecsisumma�ysnre�s,enmorecsi�euiianqcomvanemsaieiymro�maron�a.aiaeie�mmsecna�w«wseaneus��y.wmanaar�yrewieamsianroninmmiaron ENG/NEER/NGL�c
zupprea in ine joevie pa�aqe.me wss ees�a��or�msz aeven eng�neer(aiso eer�nee as a spx�airy enq�neer7 iz Nor ine euiiainq oesie�er oi me e��ie�nq.
Jab Tmss Truss Type pty Pty FISCHER oBFOO4
10438836
81C416303 J06 Jad-Closetl t � 1
Job ReferencefooCOnatl
PROBUILO, MOORESVILLE,IN 46158 ]4]0 s Oct 14 3013 MiTek Induslries,Inc Tue Jul Ot Ofi:03:334�1C Page 1
10:4k5fi7hzV7GOq4%CRBMVYb7yIhEi38CFl VYnzlmhonte0VE5evr43iRKRR49?U5aW4ZZCWpu
4d-0 2-54
12� 25J �
1.5z6 I I Swle=Y21.6
3
t2.00 12
3x0 = �
i-3
1 I
25� \
al ITI�-�I ��
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1.5x4 II
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254
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LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/deFl` L/d PLATES GRIP
TCLL 25.0 Plates Increase 1.15 TC 0.15 Vert(LL) -0.00 4-5 >993 240 MT2� 197/144
TCDL 10.0 Lumber Increase 1.15 BC 0.04 Vert(TL) -0.00 4-5 >999 180
BCLL 0.0 Rep Siress Incr Yes WB 0.03 Horz(Ty -0.00 4 n/a n/a
BCDL 10.0 Code IRC2006/tP12002 (Matrix) + Weight 141b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD Structurel wood sheathing directiy applied or 2-5-4 x putlins, ezcept
BOT CHORD 2x4 SPF No2 end verticals.
WEBS 2x3 SPF No2 BOT CHORD Rigid ceiling directly applied or10-0-0 ocbracing.
REACTIONS (Ib/size) 5=215/0-5-8 (min.0-1-e),4=75/Mechanical �
Max Horz 5=110(LC 5)
Max UplikS=-21(LC 6),4=61(LC 5)
Max Grev 5=2t5(LC i),4=78(LC 4)
FORCES Qb)-Max.Comp./Max.Tea-All forces 250(Ib)or less except when shown.
NOTES (7-10)
1)VAntl:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25k;Cat.II;Exp B',enclosed',MWFRS(low-rise)gable end zcne and GC
E<lerior(2)zone;�antilever left antl right exposetl;entl veNCal�lek antl right exposed;GC for members and forces&MWFRS for
readions shown;Lumber DOL=1.60 plate gnp DOL=1.60
2)This lmss has been tlesignetl for a 10.0 psf botmm chortl live load nonconcurrent wi�h any other live loads.
3)Refer to girder(s)for tmss lo Imss wnnections.
4)Provide mechani�al connection(by others)of Uuss m beann5 plate capab�e of withstanding 100 Ib uplift at joinl(s)5,4.
5)This tmss is tlesignetl in accordance with the 20061nternational Residential Cotle sections R502.11.1 antl R802.1�2 and referenced
standard ANSIITPI 1.
fi)"Semi-ngid pitchbreaks vnth fixed heels"Member end fixiry motlel was usetl in ihe analysis antl tlesign o(this imss.
7)1. Atltlitional slabiliry bracing for iruss system,e.g.tliagonal or X-bracing,is always required. See
e) BC511.
9)23.If is extremely important to property install temporary late2l restraint and tliagonal bracing,in
10) accordance with BCSI-82 or using pmprietary methotls(e.g.Stabilizer,etc.):
LOADCASE�S) Standard `y1�1,��,<j��j-J{7/�f`�i�
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d� Deg � 'g E�� �JRi ceS� i( .031a)pl .OryMTk tt pli � II� af �� 1 stl g On gtoGe R4. Tii t tl �g dxwg- dwt 5
�pt f p sblryl N �sig it0 5 gl imssc poneltlp tdM1 ' .TM1 d g pf� loatl gc ai t �fty 4 ItM1 po to ypn I
b ltl g�s�M1 p Elly It0 Ovm th Ovme� aul�o tl g I Ih 6 Id g0e g pe AN51?Plt L t I t �U p L sM1OVm ' d tl I e am m Oe � _
I P � � k( B �Y ot1 �"Id 8 t EIlYO tg.Atld" It P �Y t ' VC 9 IE - 9t - IaeltYtl � g I tl ' 1� P sely 110 1 ' t ll [ :..�`
NEUf Ip rtnanen�h 10 qst �Iry� ' g iIM1 211 1 ct e' M1 spo �elty IIM1 Ow .IM1 Own l ih d g t 1� 81E g� g e,p tM1 IRq�� IBC tl `
AN51/IPI1. Forgei Ig a cere9��tl gtl '9 pon blf 1 brcalon q Ity t I, i g ,tl I ry ( .I � 1 vraN EE g Ib 'ng Itih latest d( il� �
iac,me iec,aNSirtai t me ecsi s�mman�n:e�:,a�mo�ecsi�ewim�s comoo�em saren mro maro�i a.a iame rtom secn ai�.:ca�a�suy.�m a�n am re��ea��:ianaro���a�a�o� ENC/NEERINGttc
suppnea'm me joes,ie pa�aqe.rne wzs aevq�e.o.wss aevqn enq�nee��aiso aernee as a spec�airy mq�neer7�s Nonne eu�m�,�y oeeiqner ot me tuumnq.
JCb Tms3 TN55 Typ¢ Qty Ply FISCHER OBF004
19J]983]
BW41fi30] JO] JadCIa5e0 ] 1
Job Reference loolonall
PROBUIID. MOORESVILLE,IN C6150 ]4i050tl143013MiTeklnduslnes,lnc TueJU101 06 0333 201C Paget -
ID:4k567hzV7GOpOXCRBMvYb7y1hEi38CIIWhzlmhonle0VE5evr43tRKVVR4J?USaW4ZzCVJpu
23-0
2_3<
1.Sx4 II Scale=1'.21.fi
2
12.00 �4 I �
J
1Q
3xE = 2 3
t
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a 3s4 -
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23 0
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Plate Offsets fX Y): It0.2-00-0-t21
LOADING(ps� SPACING 2-0-0 CSI DEFL in Qoc) I/deA L/d PLATES GRIP
TCLL 25.0 Plates increase 1.15 TC 0.15 Vert(LL) -O.Oa 3-0 >999 240 MT20 197/144
TWL 10.0 Lumberincrease �.15 BC 0.03 Vert(TL) -0.00 3-4 >999 180
BCLL 0.0 Rep Stress Incr Yes WB �.02 Harz(TL) -0.0o 3 n/a n/a
BWL 10.0 CotleIRC2006/TPI2002 (MatrixJ Weight: 111b FT=20%
LUTABER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD Stmctural wood sheathing directly applietl or 2-3-4 oc pudins, except
BOT CHORD 2x4 SPF No2 end verticals.
WE3S 2x3 SPF No2 BOT CHORD Rigid ceiling direc(ty applied or 10-0-0 oc bracing.
REACTION$ Qb/size) 4=93I0-18 (min.0.1-8),3=931Mechanical
Max Horz 4=94(LC 5)
Max Uplift4=-28(LC 4),3=-65(LC 5)
FORCES Qb)-Max.CompJMax.Ten.-All forws 250 Qb)or less except when showa .
NOTES (7-10)
1)Wmd'ASCE 7-05;90mph;TCDL=fi.Opst;BCDL=6,Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zane and GC
Exterior(2)zone�,cantilever left and ri9ht exposed;end verlial left and right exposed;GC for members and forces&MWFRS for
reactions showq Wmber DOL=1.60 plale gnp DOL=1.60
2)This Imss has been tlesigned for a 10.0 ps(bottom chord live load nonwncurrent wilh any other live loatls.
' 3)ReFer lo girtler(s)for tmss to imss connec[ions.
4)P;ovitle mechanical connection(by others)of truss lo tiearing plate capable of wi�hstanding 100 Ib uplifl al joint(s)4,3.
5)This Iruss is designed in accordance with Ute 20061ntemational Residential Code sections R502.11.1 and R802102 anc referencetl
standartl ANSI/TPI 1.
6)"Semi-rigitl pitchbreaks wi�h fixed heels"Member end fxiry motlel was used in the analysis and tlesign of this tmss.
7)1. Adtlitional stability bracing for tmss syslem,e.g.diagonal or X-bracing,is aN+ays requiretl. See
e) BCSI1.
9)23.It is exlremely important to pmperly install temporary laterel resVaint anC diagonal bracing,in
10) accortlance wiN BCSI-B2 or using proprietary methotls(=.g.Stabilizer,etc.).
LOADCASE�S) S�ndartl ` `{•. ,l�S��P•Fii�� ;
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/
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!. WARNING Plea>eiM1 Bhly ' wt�e Cus�omefeACkn I Cg t !P 91tl5t tl dT rmslorManulacluredP tl �"! .V ryd g y I 5 d tl t s 1ti T
�� Ce 'g D g CN OJR f e ce5�et( .031a)0 f .O IyMT M t pl te shall�eusetllorN t E g d gl �e al✓J. ThsW tl g J g' D 1 �
c�ple ( po ti4ry1 Netl g 11� ' gl W co po n�tle qetlh " .T� tl g p0 I d gcon0l s,s t �Iry tl fN p t� yp h I �
b Id B- �h p blry /t� Own I� Own f ��o d g t N B Id' g� 'g p NN51/TPI1 Let I sl fE g t h - d�tl I eb drJi tl b (
0 ( C� p � � kl g ly �b O ld 5 �dtiltyb g AtlCI Ile p ry � � V� g I� � g� ' � Ol�ytl � 9 l c( ' 1� p 'tilly flh � ' 111 .
qdd4 Ip rmanent�M 9 idtiliy�rz' p (N eall V cW - 1� spo tilty IN Oam l� O.vn f5d Pi �etl 9 1 t� B'10 gD g p N IRC,N I9C a
ANSIRPI i. Por gen ral g d e regaN g tl g respons b 1 L i�ta'on,Q I y t d, � 9 del ry ct I i I zVa nt tl C g al 0 � g, It 1� I t t d t t Ine
iae m iec,nNSirtai i,ine ecsi:�mm�n snee�s,anero.acsi le�m��e co a �em saiey mm maro�l�.a iame rom secn ai�.ee�a�sin,=om a�e��y reiaiee��s�an r ��m���,ro� ENG/NEER/NGuc
supplietl In tbe jo�si�e paGege.T�e Wss Oesigner or W ss Eesign engineer(also tleBnetl as a specialry enBineer)is NOT�M1e Builtling Oesigner of tM1e W ilding.
Job Truss TrussType pty Ply FISCHEROaF-oo4
IB4]0839
81a41fi303 JOB JaGL4sM 1 1
Job Referencelopfionap
PROBUII.O, MOORESVILLE,IN 46158 ],4)p s Od 162013 MiTek InduSNes,Ina Tue Ju101 Ofi-03�.J32014 Page I
ID:4k567hzV7GOqQXCRBMvYb7ylhEi-38C�WTZlmhont80VE5evr43cRKqR4E?U5aW4ZzOVJpu
4-b0 � 1-1-4 i 25-a I
� b2-0 1-i�d 1d-0
4x6 = Scale=1'.1d fi
3 a
� t . II
�� �� ��
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12.00 3�_ �
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9-5
}fi 35
40
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e s
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� 3x4 °
15x4 II
�_1.-1-4 ]-54
14-0 1-0A
Plate Offsets X YL[2:0-2-0 0-0-121 [3:0.4-8,0-2-0�
LOADING(ps� SPACING 2-0.0 CSI DEFL in Qoc) I/defl L/d PLATES GRIP
TCLL 25.0 Plateslncrease 1.15 TC 0.1fi Vert(LL) -0.00 6 >999 240 MT20 197/144
TCDL 10.0 LUmbeflnaease 1.�5 BC 0.01 Vert(TL) -0.00 6 >999 180
BCLL 0.0 Rep Stress Incr NO WB OD2 Horz(TL) -0.00 5 n/a n/a
BCDL 10A Code IRC2006/TPI2002 (Matrix) . Weight 741b FT=20%
LUMBER BRACING
TOP CHORO 2x4 SPF No2 TOP CHORD Stmclural wood sheathing tlirectly applied or 2-5-4 oc putlins, except
BOT CHORD 2x4 SPF No2 end verticals,and 2-0-0 oc pudins:3-a.
WEBS 2x3 SPF No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS Qblsize) 7=19Z0.5-8 (min.0-1-8),5=55/Mechanical
Max Horz 7=7fi(LC 4)
Max Uplift7=-53(LC 5j.5=-02(LC 4)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES (11-�4)
1)Nhntl:ASCE 7-05;90mph;TCDL=fi.Opsf;BCDL=6.Opsf;h=25R;Wt.II;Exp B;encloseQ MWFRS(low-rise)gable entl zcne;wntilever
left antl right exposed;end vertical left and right exposed�,Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This tmss has been designed for a 10.0 psF bottom cho�d live load nonconcurtent wilh any othe�live loads.
4)Refer ta girder(s)for Iruss ta tmss wnneclions.
5)Provide mechaniral wnnection(by others)of nuss to bearing plate capabie of withstanding 100 Ib uplift at joint(s)7,5.
6)This tmss is designed in accordance with ihe 20061n�ema�ional Residential Code sections R W2.11.1 and R802.102 anc referenced
stantlartl ANSI/TPI 1.
�)"Semi-rigitl pitchbreaks with fxed heels"Member end fizity model was used in ihe analysis and design of this imss.
e)Graphical pudin represenlalion does not depict ihe size or Ihe orientation of the pudin along the top and/or bottom chord.
s)Hange�(s)or other connection device(s)shall be providetl suRCient to support mncentrated loatl(s)91b tlovm antl 321b up at �-�-4 on
tap chord,and 221b up at 1-1-4 on bottom chord, The desigNSelec�ion of such connection device(s)is Ihe responsibility o(others.
10)In the LOAD CASE(S)seaion,loads applied to ihe tace of Ihe tmss are noted as front(F)or back(B).
11)1. Atltlifionai stabiliry bracing for tmss system,e.g.diagonal or X-bracing,is always required. See
13)23,IBl ssenremel im onant to m ed install tem ora Iateral restraint and dia onal bracin in ��?�`t�gFpyrr"'�L,_
) Y P P P Y� P �Y 9 9.�
14) accortlance with BCSI-B2 or using proprietary methods{e.g.Stabilizer,e�cJ. 1�� � ,,... . ��` '��
;�Q.�;��15T;;'�,�F;'f"�.,ri;
LOAD CASE(S) Standartl ` � :¢ Q:,•.� ±
i)Dead+Roof Live(6alanced):Lumber Increase=1.15,Plate Increase=1.15 - ' pz_i 7�72224 � "'
Uniform Loads(pl� _ _
Ven:1-2=-70,23=-70,3-4=-70,5-7=-20 � �y ; j � =
Concentratetl Loatls Qb) ' % q %: p�/� �
ven.a=ez�F�s=n�F) :� 9 • �t :�:
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- - . . . . _ July 2,2014
�' WARNING-Pleezel�omug�tymviewlhe"CUStamelsACknOwletl9ementolPro9uJe5tan0artlTemuforManuletluretlPmduci5"IOrm.VerityDesignFara�nelersanOreatlnolesonl�isTrvss
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1 CA p¢ �anb Chl' g ly, �( b ld g 1 til�ybB 9,Atltlti II p ry � ' Ud g dl� ' g� � � tilryE � g � d - 0 p StilyplN 1 � t II
Atld(on Ip rtnaneniG Id g t b'Iryb ' g IN 211 Wd ' t� zpo Olry !ih O.vn t� O+mef N ' Uag 1 1� BuIE g0 g t p ih IRC N IBC 0
AN51?PIL forBen Ig tlanceregaN qtl g po vLIL (bn on,q Iry t I, i g ,J I ry cy I � alresfra 1 tld g 1� -g Itl I � � tlt ItM1e
iac me iae nNSUrai i me acsi s�mma�v sneai:,a�aro�ecs�eeia�y comao�a�n s�re�y mro mai o��a�aiame o-om secn m�.,. ou�a�:��y,�om Am a�y�riaiee��:�au ro��me�maro� ENGIN£ER/NGuc
supPlledlnt�ejohsnepackage.T�etmss0esignerortmsstlesignenB��ee�(a�zotle6netlasaspenalryengineer�isNOTt�eBUilUingDesigneroll�eWilding.- '
Job Truss Truss Type ary Ply FISCHER oeF-ooa
IBd4P8J9
BtCdtfi3p3 J09 Jack-0pen 1 1
Job Reference fool'onall
PROBUILD. MOOftESVILLE,IN46159 ]4JO50d162013MiTeklntlu5ines.Inc. iueJU10106:03'942014Page1
ID:4k567hzV7GOqQXCRBM W C]ylhEi-XKm1 VsibW4pHP11C9xclR3cFxrgz4%r9jIK4tl?zaWp�
-1<-0 i4-02 I
� 1-0-0 � 1-142
$�'al¢=1'11 4
4
3
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2
b
1-4 I
8' I
t I� S]
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I
9x8 II 5
1-12 �
1442
LOADING(psQ� SPACING 2-0-0 C51 DEPL in (lac) I/deFl L/d PLATES GRIP �
TCLL 25.0 Plates Increase 1.15 TC 0.13 Vert(LL) 0.00 7 >993 240 MT20 197/144
TCDL 10.0 Lumberincrease 1.15 BC 002 Vert(TL) 0.00 7 >999 t80
BCLL 0.0 Rep Stress Incr Yes NB 0.00 Horz(TL) -0.00 3 n/a n/a
BCDL 10A CodeIRC2006/iP12002 (MaGix) Weight5lb FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPP No2 TOP CHORD Swctural wood sheathing directly applietl or 1-1-12 oc purlins, except
BOT CHORD 2x4 SPF No2 end verticals.
WEBS 2x3 SPP No2 BOT CHORD Rigitl ceiling directly applietl or 10-0-0 oc bracing.
REACTIONS (Ib/size) 7=221/0-4-i4 (min.0-1-8),3=-35/Mechanical,6=1/Mechanical
Max Horz 7=72(LC 6)
Max Uplift'7=-50(LC 6),3=-35(LC 1),fi=-9(LC 6)
Max Grav 7=221(I.0 1),3=14(LC 4),6=21(LC 2)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES (7-10)
1)W nd:ASCE 7-05;90mph',TWL=6.Opsf;BC�L=6.Opsf;h=25ft;Cat II;Eep B;endosed;MWFRS Qow-rise)gable end zone and GC
Ecterior(2)zone;cantiiever left antl right exposed;entl vertical IeF antl right exposetl;C-C for members antl forces 8 MVVFRS(or
reactions shown;W mber DOL=1.60 plate grip OOL=1.60
2)T;�is tmss has been designed for a 10.0 psf bonom chortl live load nonconcurrent with any other live loads.
3)Refer m girtler(s)for truss to Vuss conneclions.
4)Provide mechanical connection(by others)of tmss to bearing plate capable of withstanding 100 Ib uplift at joint(s)7,3,6.
5)TAis tmss is designed in accortlance with the 20061ntemational Resitlential Code sections R502�t.t and R802.t0.2 anc referenced
standard ANSIITPI 1.
6)"Semi-rigitl pitchbreaks vnth fxed heels"Member entl fixiry model was used in ihe analysis and design of this truss,
7)1. Additional stability brecing for tmss system,e.g.diagonal or X-0racing,is always required. See
8) BC511.
9)2J.It is extremely important to properly install temporary lateral restraint and diagonal brecing,in
10) accordance with BCSI-B2 or using proprietary melhods(e.g.Stabilizer,etcJ.
LOADCASEIS) Standafd '�Zi•;!ilfidllf(���
`\�� ��SEFi1 d �Gi`i
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•�tJlilllistsll
-- — - - - - July 2,2014
� � wnaNwc aiees m o anqrc' m c � rsnci:nmw aq e i iane �msw a eT �nsmrman��aaureea a a i .v ryd q p i a e i sw�ns� z
oevqnor ' q ameo�R i sn e�� .aai+)oero e.o ymrtex a pi i znaneeuseam�m � sse q a B� � ie. rn � � a q a q' d � s5
ccept 1 p n bly! iM1ed� g olip ' 91 (mss �p itl P t dh -nTM1 tl 9 mPt 5,1 tl 9 tlt '1 blry tl fIH p tf yp n 1' e ga^+
bultl� p' 1� sp Glry t�M1 Ow ,t� Ovmf N M gnto�Ne81d gpe g p AN51?PI1 Lt I t ltl 'g t h " d'tl I � ErJi a Ee
ar � CO p si � klrg ty Ii L 'Id g t OIryp3U g PCEti I�e po ry 1 'Ud g 10 � gl � est blrytl � gtA wcl ' IM p 'E'I'y �I� I stall . ��"
AJtlT I pertnanenl0 IE g 1 01 ry p a g of I�e II 1 a 1� esp ti I ty I ry Ux� ,Ip Own l � ' 4 g 1 t� B 1Q g� g ,pe tM1 IRC,th 19C tl
FNSIRPII ForOen Ig tl ceregard gtl g po�sblt I b"ra on,q I�y t I. i r g ,a I' ry d I t al e Iran� tld� g Ib ' g, Itlh latesled� I�� °
iRC,ineiac,nrvsuraii meacsi:um a�y:neeis,x�morsesi�e�m�ycompo�emszrerymio aioNa�aiamevomseca:nww.seooao:��y.�omz�aa�y�eiaiee-�siauzro�'morma�on ENGINEERINGc[C
xuppM1eE in Ne jobvte pachage.TM1e wss Oevgner ar Wss Oesign engineer�also tlefineJ az a specialry engineer)iz NOT I�e Bullding Oesi9^�r o!iM1e huilaing.
Jab Tniss TmssType ply Pty FlSCHEROBF-o0a
i0a288a0
814616303 J10 JackLbsed Girtler 2 1
Job Reterenc�tionall
PR06UIL0, MOORESVILLE,IN 46158 ],q30 50d 10 Y013 MiTek Intluslnes.lnc Tue Ju101 Ofi:0334 201< Page 1
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4-0-0 0-]42 I L11-02 i
1-0-0 � 0-'!42 1L-0
Bxfi = , x4 I I I Srale=1:11.3
3
� 3 a �I I
If
t5.a II
izoo iz
z �
yb 5
a-s
3-)
1-3
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1 �= S] �I
] I 6 5
t5x4 II
I I
3aa- 3n4 =
_0-]-12 1-N-02
. a_�iz i iao
Plate Offsets(X Y)�3'.0-4�8 0-2� '
LOADING(ps� SPACING 2-0-0 CSI oEPL in (loc) I/deFl Lld PLATES GRIP
TCLL 25.0 Plates Inctease 1.15 TC 0.12 Vert(LL) -0.00 6 >999 24� MT20 197/�44
TCDL 1�.0 Wmberinuease 1.15 BC 4�1 Vert(TL) 0.00 6 >99B 180
BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(TL) -0.00 5 n/a n/a
BCDL 10.0 CadeIRC2006lTPI2002 (Matrix) . WeighC�tlb FT=20%
LUMBER eRACING
TOP CHORD 2x4 SPF Na2 TOP CHORD Structural wood sheathing direciry applied or 1-1 b12 oc pudins,
BOT CHORD 2x4 SPF No2 except entl verticals,and&0-0 oc putlins 14.
WEBS 2x3 SPF Na2 BOT CHORD Rigid ceiling diredly applied or 6-0.0 oc bracing.
REACTIONS Qb/size) 7=154/03-8 (min.0-1-8),5=40/Mechanical
Max Horz 7=57(LC 5)
Max Uplift7=58(LC 5),5=34(LC 4)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES (�1-14)
1)VJ�nd:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25R;Cat.II;Exp 8;enclosed;MVJFRS Qow-rise)ga61e end zane;cantilever
left and righc exposed;entl vertical left and right exposeQ Lumber DOL=1.fi0 plate grip D0�=160
2)Frovide adequate tlreinage to prevent water ponding.
3)This tmss has been designed for a 10.0 psf botlom chord live load nonconcurren[with any other live loads.
?)Refer to girder(s)for truss to tmss connections.
5)Provide mechani�al wnnection(by others)of Vuss to bearinc plate capable of withslantling 100 Ib uplift at joint(s)7,5. �
6)This tmss is designed in accortlance with the 2006 International Residential Code sections R502.�t� and R802.102 and referenced
standard AN51/iPl 1.
]j"Semi-rigitl pitchbreaks with fixetl heels"Member entl fxiry motlel was usetl in the analysis and design of this tmss.
8)Graphiwl pudin representation does not depict the sizebr ihe orientation of the pur�in along the top antl/or bottom chortl_
9)Hanger(s)or other connection tlevice(s)shall be providetl suRcient to support concentratetl load(s)42 Ib up at 0.7-12 on botlom chord.
T��e tlesign/selection of such connection tlevice(s)is the respansibility of olhers.
�0)In lhe LOAD CASE(5)section,loads applietl to the face of ihe tmss are noled as front(F)or back(Bj.
11)1. Additional stability bracing for truss system,e.g.diagonal or X-bracing,is always requiretl. See
13)23.IBt ssextremel im ortanl�o ro erl installSem ora lateralrestraintantltlia onalbracin m ,;,ti����t���t��t�;."`/'
Y P P P Y P 7 9 9. �C. $_f�f i
14) accordance with BC51-B2 or using proprietary methotls(e.g.Stabilizer,emJ. \��� ��,,.. , ��`�°fri
`.�y-.:�G�STc�'�,.,._ .�
LOAO CASE(S) Stantlard Y �. e F o'�;F�y;
�)Dead+ROOfLive(balanced):Lumberincrease=tlS,Platelncrease=tl5 • PF-j�Q�272fl ; �
Uniform Loads(pl� _ _
Vert 1-2=-70.2-3=-70,3-4=-70,5-7=-20 ' —
ConcenUated Loatls Qb) % 9 ': $T '� �' ; !r �
Vert'.fi=42(B) %,"%� ' � `<+,�
> a�v �.
ii` " .. `\� ,�Q
� . N,\ ��
sf. ' , ��
' �l�lll+Ilfitl� —
--_ -.--- - - July 2.2014
� wARNING-aieeselAOmu9nh�e���'��e•cus�ometsACkno.neaqememotarc8ui�esmnaararertnztorManuradureepmauas rorm.venryaesiqnpanmetersonareaonotesoninisTrvss
Oe 9 �a 'ga df� OJR 1 5� 1�� .0}16)�e�o .O IyMT k t pl I M1 IID ab tM1 t 5 4 g 4 gl E fE. TM1' t stl �g tl ng'nQrates � .
ac.epW ce Ire p b'llyf N Oesig ft0es B�e1 sco p Id p t Eh ' .TM1 tl g pl lo tl g d'I 't tilq tl (iM1� p 11 ypancular B
b lM g I� p 01 ly of Ri O.vn Ne Ovm h Iho M g t o h Bu Id g Oes g pe AN51?PI L L t 1 1 - 1 tl g 0 5� ' E"tl I b 0 di N Oe
1 p onbvckl B h �� e'ia g I OItyE u q.ACdt It p ry «antl�g 10 - g� � 5 statiltyd � g � d ' 1� p -blry Ith 1 t II
AtlE'l Ip arnnlb 1� g t Ultyo ' g !N o II 1 ct ' t� resp 'Olry IIM1eOw e �h 6w sa ih tl g t 1� 8 'Itl g0 g e pe iM1 IRqiM1 16C tl
ANSIRPI 1 For qen I g dance regaN 0 tl �g espon e Il I M'�a(on q I y co t ol slo�g J I ry �cn I t I esVa nl G d ag a10 a' g Il 11� I les� d Ia I IM1e '°
IRC,iM18C,ARSIRPI1,i�eBG5lwmmarys�eels,anNorBC51(BUbmS�mponen�5alerylnlorma(on�evalaElehomSBGAatw.wcsbundustry.c�manEanyrela�eE�n9allafon'nfomia�ion ENG/NEERlNG[tc
supplied in�he joesile package.The Imss 4esiB�e�or wss Oesign engineer(also de�inea az a spmialry engineer)is NOT ihe Builtling Designer ol Ihe>uiltling.
Jcb Truss TrussType Qty Pty FISCHEROBP�ooa
IBd30BOt
B1441630J J11 JackLbseO 19 1
JbRf { pf 11
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4-0-0 1-01-12 .
i-0-0 141q2 �
Srale=1:i3.3
1.SVd II 3
t2.oa 12
1
-1 3xe = 4
N �.3
2
I ���Z.
� �,
I � �' ,-s u
I 4
��
5 3xa =
1.5x4 II
1-11-12
1-11-12
Plate Oflsels(X Yl: 12:0.2-0 0-0-12�
LOADING(psQ SPAQNG 2-0-0 C51 DEFL in (lac) Utlerl L/d PLATES GRIP
TCLL 25.0 Plateslncrease 1.15 TC 0.09 Vert(LL) -0,00 5 >999 240 MT20 197/�44
TCOL 10.0 Lumber Increase 1.15 BC 0.02 Vert(TL) -0.00 4-5 >999 180
BCLL 0.0 Rep S�ress Incr Yes VJB 0 02 Horz(TL) -�.00 4 n/a n/a
BCDL �10.0 CodeIRC2�06/iP12002 (Matrix) Weighl: 111b FT=20% +
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD Stmdural wood sheathing tlirectly applletl or�-11-12 oc purlins,
BOiCHORD 2x45PFNO2 exceptendcerticals.
WEBS 2x3 SPF No2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
REACTIONS Qb/size) 5=181/0-3-8 (min.0-1-8),4=56/Mechanical
Max Horz 5=90(LC 5)
Max UpliflS=-2t(LC 6j,4=-49(LC 5)
Max Grav 5=181(LC 1),4=63(LC 4)
FORCES (Ib)-�Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES (7-10)
�)V�Snd:ASCE 7-05;90mph;TCDL=6.Opsf;BWL=6.Opsf;h=25k',CaL II;Exp e;enclosetl;MWFRS Qav-tise)gable end zone antl GC
Eaterior(2)zone;caNilever leh and nght exposed;end vetlical left and right exposed;GC for members and forces 8 MWFRS tor
rPaclions shawq W mber�OL=1.fi0 plate grip DOL=1.60
2)This tmss has been tlesigned for a 10.0 psf bottam chortl live loatl nonconcurrent with any other live loatls.
3)Refer ta girtler(s)For imss to truss connections.
4)Provide mechanical connec�ion(by others)of truss to bearing plate capable of withstantling 1�0 Ib upliR at joint(s)5,4.
5)This tmss�is tlesigned in acwrdance with the 2006 Internatianal Residential Code sections R50211.1 and R8o2.102 antl referencetl
standard ANSI/TPI 1.
6j"Semi-nqitl pitchbreaks with fxed heels"Member entl fixiry motlel was used in the analysis and design of this iruss.
7J t Additional stabiliry bracing for imss rystem,e.g.tliagonal or X-bracing,is always required. See
8) BCSI1.
9)23.It is extremety important to propery install temporary la�eral restrainl and diagonal bracing,in
10) accordance with eCSI-B2 or using proprietary methods(e.g.Stabilizer,etc.).
LOAD CASE�S) Stantlard \�i'.����r,��P�{ r��4��
��',� � .,.... .. tE` y,,
a��.����Si�'��'Fp-f�,•�9�?
; Fe-��o��zzu ;
— < . =
� '4 '� STA' OF ' ? �
�„�a'= � ,�ai:
% -^ . ... ' ,, :
��' ° ,: ;`�`�.
�� �/J:311IHRV •
- .---.--- -_ _. July2,2014
� WNRNIM1G PI NOf g ly � Ih C 1 -( A kn I tlg I I P B 'Itl St M d T I M I � etl P tl cl f .V ty d '� p ��5 tl d 1 O lti T
De'g � - g tllh OJReIe �m5� t( .03t<)Et .OIyM�ik d pll � IIE dl th W Es0 tl gt be Itl.Th t d g d g' d t
a pNnceolre po v�LtytwN a ig fN � gl Wzs pon 10 pde0� - TM1 tlesg ss pti ,I d g af t Olry E 1�� p Ifo yp rti I� D
o IE g� iM1 p 01'ty ItM1 Qv e t0 Own f a mo"e� g to I� 8 IC g�e�g p AN51/TPIL L 1 I t - 10 y al M1 - tl �e I b tltloN L
1 p ssonb kl g nly tlo � lJ g t b'11y0 � p.Atldt Ite po ry esVanVtl3g alb - gto'n e 1 tilrytl q t cf " I�e ponsbllyolNetuzs'nstaller
ABd 4onal permanem Ou Id ng naEil'ry Erzong ol Ne ove211 s�mdure"s l�e respons ti I ry o�Ne Owner Ne Ovmefs auNOnzed agenl or Rie Bu IU ng OeslBner per iM1e IRG�M1e IBC antl
AN51?PI i Fw general guiCance regaMingCasign resqnsibililies,�a�nmlon,quallty wnlml,storage,0elivery,erecYion,laleral resirainl and tliaqonal eratlng,consull t�e lalest edilion o(I�e
iae,meiec,nNSi.�aitmeecsi:�mman�nee�s,a�mo.ecseewmmeco��vo�emsa�eyi�ro�ma�m�la�=aamer,omsecaa��,,.:e�ma�:�rv�=�aam�e�a�eam:�auano�mm,m�ra� ENG/NEERINGiec
supp4ee in Ne jobsite package.Tne vuss devBner or Wss tlesi9^e^glneer(also tlerneE es a specialty engineep iz NOi ihe Builaine Desiqner ol ine�uiltli�g.
JeD Truss TmssType Qty Piy FlSCriEROBF-o0a
184]684]
81441fi30] J1Y Jack-CbsMGirtle� 2 1
J bR f l f II
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4-00 1-0-8 5-0-8
i-0n ' i-0a aoo
Scaie=L1V 4
4xe = � �5x4 I I
3 �A
—I 34 I I
I I
I
12.oa 1z
3xa=
. d � � q_5
3-6
Y�
� �' 6
� � I I
�I
, � 5.,
,
I8 8 5
I 9x4 =
1
t5x4 II 3i4
1-0"e I 5-0-8
r-1-0-B 4A-0
Plate Of(Sets IX Y)'. iz:o-2-0,0-0-121.13:0.4-8.0-2-�j
LOAOING(ps� SPAQNG 2-0-0 C51 DEFL in (loc) tldeFl L/d PLA7ES GRIP
TCLL 25.0 Piateslncrease 1.15 TC 0.35 Vert(LL) -0.01 5-6 >999 240 MT20 197/�44
TCDL 10.0 Lumberincrease L�5 BC 0.16 Vert(Ty -0.02 5-6 >999 180
BCLL 0.0 Rep Stress Incr NO VJB 0.05 Horz(TL) 0.00 5 n/a n/a
BCDL 10.0 CodeIRC2006lTPI2002 (Matrix) , WeighC211b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHOftD Struclural wood shealhing directly applied or 5-0-e oc purlins, except
BOT CHORD 2x4 SPF No 2 end verticals,and 2-0-0 oc pudins'3-4.
WEBS 2x3 SPF No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brecing.
REAC710N5 Qb/size) 7=29610.3-e (min.0-7-e),5=2291Mechaniwl
Max Horz 7=67(LC 4)
Max Uplift7=-65(LC 5),5=-51(LC 4)
FORCES pb)-Max.Comp./Max.Ten.-All fomes 250(Ib)or less except when shown.
TOP CHORD 2-7=-328/69
NOTES (iL�4)
1)W ntl:ASCE 7-05;90mph;TCDl=6.Opsf;BCOL=6.Opsf h=25ft;Cat II;Eep 6;enclosed;MWFRS(low-rise)gable entl zme;rantiiever
IeR and nght exposed;end vertical left and nght exposed;Wmber�OL=t60 plate grip DOL=1.60
2)Provide adequate drainage to prevenl water ponding.
3)Tnis truss�as been designed for a�0.0 psf bottom chord live load nonconcurrent with any other live loatls.
4)Refer to girder(s)for tmss m tmss mnnections.
5)P;ovitle meUanical conneclion(by others)of truss to bearing plate capable of withstanding 100 Ib uplik at joinl(s)7,5.
6)This lruss is designed in accordance with the 20061nternational Residential Code sections R5o2.11.1 antl R802.10.2 anC referenced
stantlartlAN51/TPI i.
7)"SemFrigid pilchbreaks with fixetl heels"Member end fxiry model was used in the analysis and tlesign of this truss.
e)Graphical Oudin represen�ation does not depict the size or Ne orientation of the purlin along the top and/or boltom chortl.
9)Hanger(s)or other connection device(s)shall be provitletl suHicient ro support concent�ated load(s)S lb down and 561h up at 1-0.8 on
top chord,antl 27 Ib tlown antl 31 Ib up at 1-0-8,and 40�b dv.vn and 281b up at 3-Y4 on bottom chortl. The tlesigNSelection of such
cannec�ian device(s)is Ihe.responsibiliry of olhers.
;0'11n�Add�iooal stabil ry brac ng fortmss system,ehg rdi g narl orrXSbracing,is a�ys reqoiredb�5eeg) �.���i" �c,F�F{'���/i
12) BCSI1. `�^ a�„.... �`y
13)23.If is extremely important to propetly install temporary lateral reslraint and diagonal bracing,in �� q.�. "�-�;ST��4fi`hil�
14) accordancewithBCSI-B2orusingproprietarymethotls(e.g.StaGilizer,etc.). M1��_�F� F�j���,��+
�oaocase�s) Siandara ;� PE-710i2220 °; _
�)Deatl+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 — —
'� O i ' 9 �
Unitorm Loatls(pl� � .p� ,
Vert:1-2=-�0.2-3=io.�-a=-7o,s7=-2a , ,� : STA7 0= .' w`
Concentrated Loads(Ib) �� � �� +P`.�`�`
Vert:3=56(F)6=-27(F)8=-40(F) ' �i� � . `����
st /l11p11114ti�• \1 .
---._-- . — -- - — July2.2014
� WARNING PI N Bhly view I� C sto fs AckncWmtlq I M Pm&i la 5� Ja tl T s br Manulaaured P C d I .V ly E 'g �a met tl E 1 s M T
De g Dravn g tl1�eINJF ference5h t(e.031G)b f .O tyMT k cf pl t sM1allEeusedlon� � 0 gnd ngt b ald iT I tle'g tl g' d t 5
accepl ceof sponstilryl Ih tlelg It� - gl Wss p Itl .'tetl0 ' .T� tl 9nassumptons,loatl g tllo , lablty tl �It� p If nyp � I' B
�uld g' II p blly ItM1 Oaner N-Own f a N tl 9 of0e8 Id gpesg e perANSI?PIL Late I t iE g L shown 'tli'O I b tlrhoN Le
r � p E kl'9 N notlw�Itl g taGd�ryEac g.A00tio alt p ry IranVOagonalOratlngb-n e 1 b'IryOUnng WG Uerespons�l"ryoliFe�mss"ns�aller.
AEE f nal Certnanen�hu IO ng stati liry��apng o�t�e oversll swcWre's t�e rezponz t I ty o(I�e Owner tM1e Ovmefs a WM1Onzetl agent or Pe Bu Itl ng Oesigner per Ihe IRC IM1e IBC antl
ANSI?PI 1. For general guitlance regartliny Oeaign reaponsibililies,fabriw'.ion,qvelity conlml,storage,tlelivery,erecion.lateral resVaintanE tliagonal braong,consNl I�e Iztest e0itian of ihe '"'
iac.meiec.nNSirtaitmeecsi:�mman:nreis,a�moreesi�e�aa�neeompo�emsareymro�mauo��a�aaamerv�msaenei�.sea�a�:in.coma�ea�y.e�iee���s�anairo�mro�auo� ENC/NEER/NGttc
s�p�tiee�n me joesne packaqe.me wss aes�qner w wss aesqn enqtneer�a�so eernea as a zpeciairy mqineep�s uor me euimiry oes�gner onne wna�nq.
Job Tmss TNSSType `Q�y Ply FISCHEROBF-004
1842884J
BA416303 J13 JaU-COSed 3 t
Job fteference(ool'onall
PR09UILD, MOORESVILLE,IN C6158 �030 s Otl 1E 20fl MiTek Induslnes,Inc. Tue Ju101 06:03'362014 Page 1
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_4-OL 2L-B � 5-0-8
1-0-0 � 2A-B 2b-0 �
4z6 = 15n4 II Srale=tY1.1
3 4
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2-0-8 S-0-B
2-4-8 ' 28-0
_ Plate Oflsets X( .Y1: �2:0.2-09-0-12L[3:0.4-8 0-b0�
LOADING(psQ SPACING 2-0-0 CSI DEFL in (Ioc) I/defl Ud PLATES GRIP �
TCLL 25.0 Piates Increase 1.15 TC 0.15 Vert(LL) -0.00 6 >999 240 MT20 197/144
TCDL 10.0 Wmberincrease 1.15 BC 0.05 Vert(TL) -0.00 5-6 >999 180
9C!L 0.0 Rep SVess Incr Yes WB ODS Hoa(TL) -0.00 5 n/a n/a
, BCDL 10.0 CodeIRC20�6/TPI2�02 (Matrix) WeighC241b FT=20%-•
LUMBER BRACING
TOP CHORO 2x4 SPF No2 TOP CHORD SVUCWraI wood sheathing direc�ly applied or 5-0-8 oc pudins, except
80T CHORD 2x4 SPF No2 end verticals,antl 2-0-0 oc purlins'3-4.
WEBS 2x3 SPF No2 BOT CHOftD Rigitl ceiling directly applied or�0.0-0 oc bracing.
REACTIONS (Ib/size) 7=304/0-3-8 (min.0-1-e),5=209/Mechaniral
Max Horz 7=107(LC 5)
Max Uplift7=33(LC 6),5=-40(LC 5)
FORCES (Ib)-Max.Comp./Max.7en.-All forces 250 Qb)or less except when shown.
TOP CHORD 2-7=-284/86
NOTES (9-12)
i)NAnd'.ASCE 7-05;90mph;TCDL=6.�psf;BCDL=6.Opsf;h=25ft;CaL II;6cp B;enclosed;MWFRS Qow-rise)gable entl zcne antl GC
6cterior(2)zone;cantilever lek and right exposetl',end vertical left antl right exposetl;PC for members and forces 8 MWFRS for
reactions shown;Lumber DOL=1.60 plate gnp�OL=7.60
2)Pmvide adequate drainage to prevent waler ponding.
3)This Vuss has been tlesigned for a�0.0 psf bottom chord live load nonwncurrent with any other live loads.
4)Refer to girder(s)for tmss to tmss connections.
5)Provitle mechaniral connection(by others)o(Imss to bearing plate capable of wilhstantling 100 Ib uplift at jaint(s)�,5.
5)This iruss is tlesigned in accortlance wi�h�he 20061n[emational Residential Code sections R502.11.1 and R802.102 and referenced
standard ANSI/TPI 1.
7)"Semi-rigid pitchbreaks with fixed heels"Member end fxiry model was used in ihe anaqsis antl design of this truss.
e)Graphical pudin representalion does not depict the size or Ihe orientation of ihe pudin along the�op and/or bottom chord.
9)1. Adtlitional stabilily 6racing for tmss system,e.g.diagonal or X-bracing,is always required. See
10) BCSIt.
11)23.II is eMremey importanl to properly install lemporary lateral restraint and diagonal brecing,in l,�}�li:���•i��J��
12) �accortlance with BCSI-B2 or using propnetary methods(e.g.Stabilizer,etcJ. `.} S�yFFF /i�,
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iac,meiec.nNSirtaii,meecs:�mmarv�nee�..a�mo�ecsice�m��scomPO�emsare�rmm�maro����ei�mawmsecn,��,.ser�a�:�n�ma�aa�r�ei��ea��:�anaro�-�m,m�ro� ENGlNEER/NGttc
su0o�ied In iM1e joESile package.T�e Imss designer or W ss tlesign enB�neer(also tlefneE as a specialy englneer)Is NOT��e BuildinB�esigner of IOe O�iltlifq.
Job Tmss TNSSType Oly Ply FISCMEROBF-004
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LOADING(ps� SPACING 2-0-0 CSI OEFL in Qoc) I/defl L/d PLATES GRIP
TCLL 25.0 Plates Increase 1.15 TC 029 Vert(LL) -0.01 fi-7 >999 240 MT20 197/144
TWL 10.0 Wmberincrease 1.15 BC 0.07 Ven(7L) -0.02 6-7 >999 180
BCLL 0.0 Rep Slress Incr Yes WB 0.09 Horz(TL) -0.00 5 n/a n/a
BWL 10A CodeIRC2006liP12002 (MaUix) . Weight291b FT=2�%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD SVUCNraI woad sheathing tlirectly applied or 5-�-e oc pudins, except
BOT CHORD 2x4 SPF No2 entl vertical5,antl 2-0-0 oC pudins:3-4.
WEBS 2x3 SPF No2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
REACTIONS Qb/size) 7=304l0.3-e (min.0-1-e),5=209/Mecnanical
Max Horz 7=147(LC 5)
Mat Uplift7=-22(LC 6),5=-60(LC 5)
FORCES Qb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOPCHORD 2-7=-272/83
NOTES (9-12)
i)Wind:ASCE 7-05;90mph;TCDL=6 Opsf,BC�L=6 Opsf,h=25R;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone antl GC
Exterior(2)zone;cantilever lefl and�righ�exposed;end verli�l lek antl right exposed;PC for members antl forces&M�A'FRS for
reactions shown;Lumber DOL=t.60 plate qnp DOL=1 60
2)Fmvide adequate tlrainage to prevenl water ponding.
3)This Imss hasbeen designed(or a�0.0 psf botlom chord live load nonconwrrent with any other live loads.
4)Reter to girder(s)for truss b tmss wnnections.
5)Provitle mechanical connection(by othersj of tmss to bearina plate capable of withstanding 100 Ib.uplik at joint(s)�,5.
6)This tmss is tlesigned in accordance with�he 2006 Intemational Residential Code sections R502.1�.1 and R802.102 antl referenced
slantlard AN51/TPI 1.
7)"Semi-rigitl pitchbreaks with fxed heels"Member entl fixily model was usetl in ihe anatysis and tlesign of this Imss.
e)Graphical pudin representation does nol depict the size or ihe orientation of Ihe pudin along the top antl/or bottom chord.
9)1. Atltlitional stabiliry bracin9 for imss system,e.g.diagonal or X-bracing,is always requiretl. See
10) BCSIi.
�2)23 aocordancewith8C5182orrusingYpmpnletarymethode(eagr5tarbil¢ernd�di;gonalbrecing,in 1,\\`S�`���Ff1a rj,/
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buld g- !� p bl�y ItM1 Own �tF O Pf Ih0 etl2g¢ � M1¢9 Itl gpe g 0¢�ANSI(TPI1 La�¢dl 1! 10 �g � � � d C I C E b N b 5 � .i�,-�
r l p ' nb klrg ly tlo b 1U p OStyO g.A0O4 It p ry 1 ' UE g IE ' gl ' I�Irytl � g I cl " 1� p 9��ry lt�et � I O r.
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supplietl in i�e jo�ziie paUage.T�e�mss tlesigner w:mss tlesign enBinee�(also tlefnetl as a specialry engineer)is NOT��e Builtlin9 Designer ol t�e Wiltli�p.
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LOADING(ps� SPACING 2-0-0 C51 �EFL in Qoc) I/tlEfl L/d PLATES GRIP
TCLL 25.0 Plateslncrease t�5 TC 0.46 Vert(LL) -0.03 4-5 >999 240 MT20 197/�44
TCDL 10A Wmberinvease 1.15 BC 0.17 Vert(TL) -0.08 4-5 >7W i80
BCLL 0.0 Rep Stress Incr Yes WB 0.04 Horz(TL) -0.00 4 n/a n/a
BCDL �0.0 CodeIRC2006RP12002 (Matrix) WeighG241b :. FT=20%
IUMBER BRACING
TO?CHORD 2x4 SPF No2 . TOP CHORD StmcWral wood sheathing tlirecUy applied or 5-0-8 oc pudins, except
BOT CHORD 2x4 SPF No2 end verticals.
WEBS 2x3 SPF No 2 BOT CHORD Rigitl ceiling tlirectly applied or 10-0-0 oc bracing.
REACTIONS Qb/size) 5=304/03-e (min.0-1-e),4=209/Mecnanical
Max Ho2 5=182(LC 5)
Max UpliftS=-6(LC 4),4=-82(LC 5)
FORCES (Ih)-Max.Comp./Max.Ten.-All forces 250 Q6)or less excepl when shown.
TOP CHORD 2-5=-255/89
NOTES (7-10)
1)VJnd ASCE 7-05;90mph;TCDL=6.Opsf BCDL=6.Opsf;h=25k;CaL II;Exp B;enclosed;MWFRS(low-rise)gable entl zone antl GC
Exterior(2)zone;cantilever left and right exposetl�,entl vertiql left and right exposed�,GC for members and forces 8 MWFRS far
reactions shown;Lumber�OL=1.60 pla�e gnp DOL=1.60
2)This Vuss has been designetl for a 10.0 psf bottom chord live loatl nomm�current with any other live loads.
3)Reter to girder(s)for Iruss to truss connections.
4)Provide mechanical connection(by others)of Vuss to beariny plate capable of withstanding 100 Ib uplift al joinl(s)5,4.
5)This Vuss Is tlesigned in accordance with[he 2006 lnlemational ftesitlential Code sections R502.t 1.1 and R802.102 and referenced
stantlartl AN51/TPI 1.
6)"$emi-rigid pitchbreaks with fixetl heels"Member end fxity modei was usetl in Ne analysis and design o/this tmss.
7)1. Atlditional stabiliry bracing For Uuss system,e.g.diagonal or X-bracing,is always required. See
e) BCSIt.
9)23.It is eMremely important ro propeAy ins�all temporary late2l restrainl and diagonal bracing,in
1 D) accortlance with BCSI-B2 or using proprietary methods(e.g.Stabilizer,etcJ.
LOADCASE(5) Standard .��'���"x�j���ftr77i�Y'�%i
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rl p ' � kIB N, �� e 'Id'gtElryb g.Addl II p ry IaVCg I� ug� � e �tilyd� � g t f ih p tiltyolt�e� ' lII .
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AN51?PI t Fw gm l gu tlance rcgard g 0es g 5ponvb R t�' (on,qual ry rnnlyd sbr g O I ry c I t I esVa nl U d g aI G tin9� II Ne latest eE'[ ol t�
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supplietl In�he lobsile packa9e�T�e Imss tlesigner or imss design enginoei(also de(mea as a specialry enginee�)is YOT IM1e Builtling�esigne:ol l�e building. �
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LOADING(ps� SPACING 2-0-0 C51 �EFL in poc) I/deFl lld PLATES GRIP
TCLL 25.0 Plaleslncrease 1.�5 TC O.OB Vert(LL) -0.00 5 >999 240 MT20 197/144
TWL 10A Lumberincrease L�5 BC 0.02 Vert(TL) -0.00 45 >999 180
eCLL 0.0 Rep Stress Incr Yes WB 0.00 Horz(TL) 0.00 4 Na n/a
BWL 10.0 CodeIRC2006/TPI2002 (MaMx) WeightBlb FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF Na2 TOP CHORD Stmctural wood shealhing directly applied or 2-0-12 oc pudins, except
BOT CHORD 2x4 SPF Na2 end verticals.
WEBS 2x3 SPF No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (Ib/size) 5=784/03-e (mirt 0-7-8),4=60IMechanical
Max Horz 5=59(LC 5) .
Max UpliftS=-40(LC 6),4=-i6(LC 5)
FORCES (IC)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES (7-10)
1)W nd:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25R;Cat II;Exp B;enclosed;MWFRS(low-rise)ga01e end zone and C-C
Erierior(2)zone;rantilever IeR and right exposed;end vertital left and right exposed{GC for members and torces 8 MV�FRS For
reactions showq W mber DOL=i60 plate grip DOL=1.60
2)This truss has been designed for a90.0 psf bottom chord live load nonconcurrent with any other live loads.
3)Fefer to gi�der(s)for tmss to truss connections.
4)Provitle mechanical connection(by others)o(tmss to bearinp plale capable of withstanding 100 Ib upliR at joint(s)5,4.
5)This imss is tlesigned in accordance with the 20061nternational Residential Code sections R502.71.7 antl R802.702 and referenced
siandard ANSI/TPI 1.
6)"Semi-rigid pitchbreaks with fxed heels"Membe�entl tixity model was used inihe analysis and tlesign of this Vuss.
7) 1. Additional stabiliry Eracing for truss system,e.g.tliagonal or X-bracing,Is always requiretl. See
8) BCSI1.
9)23.It is extremely importanS to propedy install temporary late2l restraint and diagonal bradng,in �
10) accortlance with BCSI-B2 or using proprietary methods(e.g.Stabilizer,etc.).
LOADCASE(S) Standard
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AN51?PI L For general guidance regaNing tlesign rezponsi�Jilies,�aGri`alion,Qualiry mniwl,slomge,tlelivery,ereclion,laleral restraint antl tliaqonal bracing,consultlM1e latesl edllion o!Ihe �' �'"
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supFlietl in Ihe joEZi�e paUege.TFe W ss Cevgner or W ss tlesign engineu(alm OefineE es a specialry englneer)is NOT�pe Bullding Oesigner ol Ne[uiltliig.
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TCIL Y5.0 Plateslnvease 1J5 TC 0.35 Vert(LL) 000 ] >999 240 MT20 19]/144
TCCL ID.0 Lumberinrlease 1.15 BC OA5 Vert�T�) 000 ] >999 180
BCLL 0.0 Rep Siress Ina NO VJB 0 00 Horz(TL) -�.01 3 n/a nla
BCCL 10.0 CoaeIRC2006/rP12002 (Ma�nx) WeighP.81p Fi=20°h
LUMBER BRACING �
TOP CHOR� 2x4 SPF No2 TOP CHORD SWtlural woo]sM1ea�hinq tlireGtly applietl or 1-9-]oc putlins, except en�veNCals.
BOT CHORD 2x4 SPF No2 BOT CHORD Rigia ceiling airecuy appliea or io-0-0 oc braang.
VvEBS 2x35PFNO2
REACTIONS (Ib/size) ]=286I0-53 (min.0-1�),3=-181Mechanical,6=5/MerJianical
� Max Horz]=62(LC 6)
Max Uplift]=-]6(LC 6J,3=48(LC 1)
Max GravA=286(LC 1),3=18�LC a),6=34(LC 2)
FORCES (Ib�-Max.Comp/Max.Ten.-All forces 2 W Qo)or less except when shown.
TOPCHORD 2-7=-251I118
NOTES (8-01)
1)Nhntl:ASCE)-O5;90mph:TCDL=6.�psl;BWL=6.Ops(h=25ft;Cat II',Exp B;encloseB,MWfRS Qow-�ise)gable end zone ana FC Extenor(2)zone;cantilever
lefl antl right esposetl',en0 vertiral left ana rigM expose4�,GC for members antl�orces 8 MWFRS for reactions shawq Wmoer�OL=1.60 pla:e gr.p OOL=1.60
2)TFis Vuss has Oeen aesigne�for a 10 0 psf botlom tlioftl live loatl nonCOnanen�wiN any o�her live IaaOS.
3)Refer m giraer(s)for �mss to tmss mnnections.
4)ProW.de meUanical conneclion(�y olhers)of�mss Io beanng plate capeble of withstantling]61b uplifi atjoinl]antl 181�uplift aljoin�3.
5)This Vuss is tlesignetl in acmrtlance wiN ihe 20061ntematlonal ResiOerlial CWe sedions R502.11.1 antl R802.1Q2 anC referencetl stanearc AN51/TPI 1.
6)"Semi-ngi0 pitchbreaks with(ixetl�eels"Mem�er en0 fixiry model was usetl in Ihe analysis antl Design ot this�mss.
])Gap beN+een insitle ot top choN�eanng an0 Flrst tliagonal or veNral vre0 shall not exceea 0.5001n.
8)t Adtli6onal sta�iliy bracing for wss syslem,e.g.tliagor.al or X-braung,is always required. See
9J BC511.
10)23.It is¢xlremply Impotldnl:o pmperly install temporary late�al resVainl an0 Qiagonal branng,In
tt) accordancewnpBC51-B2orusingpmpnelarymelhotls(e.g.5ta�ilizer,etc.).
LOAO CASE�S) $tantlaM
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FdAtional peimanent Ou IE'ng slati liy bmang ol Ne ovemll sW pure"s t�e�espons blley oi ibe Ovmer Ne Ovmels aul�onxe0 agent or IOe Bu Id ng Des gner per�M1e IRC �ne IBC antl
ANSIRPI 1. Por general guiEance regaNing design responsiblli�ies,iabrirauory quaLty mnlml,storage,oelivery,ereaion:laieral restraim and tliaganal braong,consull Ne laiesl edtlion of IM1e
iac,m�iec,nrvsuran,meecsis�mma�y�neeis,a�omreesi�e�namgcompo�e��s�renmm�maeo��a�a�iam�o-omsecna�w,w,.ssc�d�:vy.�ma�aa�yrewieems�anano��mo�maao� FNGINEER/NGLGc
suppliea in ine ioesite pacFage.The wsz aesigner w imss tlesign engineer(also tle W ee as a spetlalry engineep Iz NoT Ine Builoifg Designer or ine eiAaifg.
Job Tmss TmszType Ory Pty FISLHEROBF-004
�8C28BdB
61441fi303 J18 Jack-Open Girder t 1
JbRI f 1
PROBUIL�,MOOftESVILLE,IN 4fi158 . �C30 s JN 25 3013 MiTek IndusVies,Inc WeJ Ju10I06.2P29 2016 Page 1
ID:4k567hzV7GOq4XCR8MVYb7yIhEi-OPVB7 Zu2x�ECDUb68CN+_AYIqkEVGs1 XMZ7Y5qzOB58
-L9-00 1-9-]
1-9-00 ' t-9-]
Srale=1:13.1
2x4 II q
3
666 11 �� �
2x4 II
`l �
1-e
3-6
4.
4 �I •�
t � S9 � �
> I 6
I
LSx4 II 5
t5.a II
t-94
1-8-14
Plate Ottsets(X Y): 13�.0-b15 6O-0�
LOADING(ps� SPACING `b0�0 C51 DEFL in (loc) I/tleB L/tl PLATES GRIP
TCLL 25.0 Plateslnaease 1.15 TC 0.35 Vert�LL) 0 00 ] >999 2<0 MT20 19]I144
TCCL 10 0 LumEe�lnaease 1.15 BC 0 05 Vetl(TL) 0 00 ] �999 180
BCLL 0.0 Rep SVess Inn NO VvB 0.00 Horz(TLJ -0.01 3 nla n/a
BCC� 100 CodeIRC2006RP12002 (MaVix) Weiqhe.Blb FT=2o%
LUNBER � BRACING
TOP CNORD 2x4 SPF No2 TOP CHORD Stmdural woo]sheathing tlirectty aFP�ietl or 1-94 oc purlins, except entl veificals.
BOT CMOR� 2x4 SPF No2 BOT CHORD Rigid ceiling directly applletl a�10-0-0 oc�racirg.
'NEBS 2x3 SPF No 2
REACTIONS (Iblsize) ]486/OS-3 (min.0-1-e),3=49/Merhaniral,6=51Mechanical
Max Horz]�2(LC 8)
Max Upllfl�=-16(LC s),3=-te(LC 1)
Man Grav]=286(LC 1),3=18�1C 4),6=34(LC 2)
FORCES (I�)-Max.Comp/Max.Ten.-Allfome5250Qb)orlessexceplwhenshown.
TOPCHOR� 2-1=-25]/116
NOTES (8-it)
1)Wnd.ASCE]-05',90mph,TCOL=6.Opst,BC�L=6,Opsf',h=25M,Cat IV,Exp 8;encbsed;MWFRS(low-rise)gable end rone and GC E tenoq2)zone;can�ileve�
left antl nght enposetl;eM vertical lett antl nght exposed',FC!ar memCe�s antl�orces 8 MWFRS for reapions shmvn',W mber DOL=1 60 plate grip OOL=1.60
2)TYis Iruss hzs been tlesignetl tor a 10 0 psf botlam Giartl live loatl nonronmrtent vnth any other live loaas.
3)Refer�o girtleqs)for Uuss ta tmss mnnectians.
4)Pnvide mefhaniwl connectian(by otM1ers)of Imss lo beanng plate capa�le oiwilM1Stantling 761b uplitt atjoint 9 and t81b uplift at joinl3.
5)This ttuss is tlevgnetl in accortlance wiN the 20061ntemational Resieential Cotle sec.ions R502.11.1 antl R802.10.2 anC reterenced stanaara FNSIRPI 1.
fi)"5=mi-ngitl pitchbreaks vnth(xetl heels"Mem�er entl fxity motlel was usetl in t�e analysis antl Cesign oi Ihis vuss.
l)Gap beN+een Insiae ottop cho�tl bearing antl first Oiagonal or vertiral web shall not excee0 O,SOOin.
8)1. Atlaitional stabilily braung for tmss syslem,e.g.tliagonal or X-0racing.Is always requiretl. See
9) BCSIt.
10)23.It is exiremeiy impotlam w prope�y insull�emporary iaterai resVaim antl OiaBOnai�racing.In
11) acmr0ancewilOBC51-B2orusingpmprletarymetM1Oos(e.g.5tabilizeqem.).
LOAD CASE�S) StantlaN
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ip
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iac,meiec.aNSUlaii,ineacsi:�mma�y:neeu,a�aro�ecsi�aeiaoycompo�emsa�e�ymm�mara�7a�aiamerromsecaaiw..w.setoa�:vy.�omaaa�yreiaiee'�s�anroo'omrmaro� ENGINEER/NGL[C
supplled In Ibe lobvte package.The�mss tlesigner ar Wss tlesign enginec(alw Oefinetl as a spxialry engineeQ iz NOT I�e Bullding Designer ol��e buil0ing.
JO� Tm55 TNSSTyp¢ Qly Ply FlSGHER09F-0OC
10429d09
B1i41fi303 PB01 GABLE 1 1
Job ReferenceLptionall
PROBUILD, MOO(iESVILLE,INC6150 ]03psOtl142pt3MITeklntluslnes,Inc. TueJU101W�.03:J02014Pege1
1��4k567hzV]GOqQ%CRBMvYbTyIhEi-�5?YLOI6aJKte7_InhpcvnyAS�o6KOkeNlHmmzOWpp
24 L6 6-540 95-0
2-11E 3b-4 � pqtb
Srale=1:15 4
1.Sx4 113x4 ° 1.5z4 II 3x4 =
4 5 6 1 i5x4 II
Ieo0 12 3 aE
I u
•�- // 8
'� yy -t2 5"11 7-;
// 8g
� I I I o
�-B s �
I?'m.
. �. .l � .�'%� h ° d
12 11 ID
2x4 t5x4 II t5xa II 1.Sx4 II �`�
9-5-0
9-5-0
Plate Offsets(X Y): f4:0-2-0.0-2-3� I6:0-2-0 0-2-31
LOADMG(ps� SPACING 2-0-0 C51 DEPL in (loC) I/defi L/tl PLATES GRIP
TCLL 25.0 Plales Increase 1.15 TC 0.05 Vert(LL) n/a - n/a 999 MT20 1971144
TCDL 10A Wmberincrease 1.15 BC OA2 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Svess Incr Yes VvB 0.03 Horz(TL) 0.00 8 n!a n!a
BWL 10.0 CodeIRC2006/TPI2002 (Matrix) . Weight241b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD Stmctural wood sheathing tlirectly applietl or 6-0-0 oc purlins,except
BOT CHORD 2x4 SPF No2 2-0-0 oc purlins(6-0.0 max.):46.
OTHERS 2x3 SPF No2 BOT CHORD Rigid ceiling direaly applied or 10-0-0 oc bracing.
REAC710N5 All bearings 9-5-0.
(Ib)- Max Ho2 1=42(LC 4)
Max Uplift All uplift 100 Ib or less at joint(s)1,9,2,e, 11,12, 10
Maa Grev All reactions 2501b or less at joint(s)7,9,2,8,71,12.10
FORCES Qb)-Max.Comp./Max.Ten.-All(omes 250 Qb)or less except when shown.
NOTES (13-i6)
�)Unbalanced mof live loads have been consideretl for this design,
2)V�1nd:ASCE 7-05;90mph;TCDL=6.Opst;BCOL=6.Opsf;h=25ft;Cat II;Exp B;enclosed;MWFRS Qow-rise)gable entl zone antl GC
Exterior(2)zone;ranlilever left antl right ezposed;end vertical left and right exposed',C-C for members and(orces&MWFRS For
reactions shown;Lumber DOL=1.60 plate gnp DOL=1.60
3) Tmss designed for wind loads in the plane of the truss ony. Far studs exposetl to wintl(normal m the face),see Standard Industry
Gable End Details as applicable,or consull quali(ed building.tlesigner as pe�ANSI/TPI 1.
4)P�ovide adequate tlrainage to prevent water pontling.
5)Gable requires continuous bottom chortl bearing.
6)Ga61e studs spaced at 2-0-0 oc.
7)This truss has been designetl for a 10.0 psf bottom chortl live loatl nonconcurrenl with any other live loatls.
e)Provide mechanical connection(by others)of Vuss to bearing plate capable of withstanding 100 Ib uplitt at joint(s)1,9,2,B,11, 12,10.
9)This Wss is designed in accordance wilh lhe 2006 Intemational Residential Code sections R502.1 t1 and R802.102 and referencetl
standard AN51lTPI 7.
t0)"Semi-rigid pitchOreaks with fxetl heels"Member end(xiry model was used in the anarysis and design of this tmss. p}?����%��+r1,._
� ��)See Standard Industry Piggyback Tmss Connection Detail for Connection to base tmss as applicahle,or consWt qualitied building t+il i�(�F� ���i
desi9nec ��,�a ��y • .., �F�.J�4
12)Graphical putlin representation does not depid the size or the orientation of the putlin along the mp andlor bottom chord. l��e�.':�r,-��ST�,.��'�.. }.��,
13)1. Additional stability bracing for imss system,e.g.diagonal or X-bracing,is always required. See ` � i F p; �.%,�
14) BCSIt. . FE-7!Oi2220 ' '
15)23,It is eMremely important to pmpedy instali temporary lateral restraint and diagonal bracing,in C
16) accordance with BCSI-B2 or using pmprietary melhods(e.g.Stabilizer,etc.). = n � ? � =
' '�': STA7 0= �a =
LOADCASE�S) Standard ^„�:_ p��;
' �'�/ �F' .. '�?\.
��i „1, 6 . ���
Jt//lAllllfill�l}
. . . . . --.---- - — -- - July 2,2014
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o -a o � q a�n o�Rer cesn �(re oain�e i .o ym1 w n pi i ssnauoeuseam.�n � ee q e q� e ra. m i a �q a q� a� � 5 �
¢pl ce ! p blryl I� tl '0 It� - 91 t p itl p leOM1e b T� tle59n Ot ,I d B dT 'I Elry tl s (itis P �� YO w B �
Gutld g i� p blly 1�� Own N Owne! I�o etl qe t � Bu IE g 0 g p NNSIRPI i La�e�al re t a t desy alo hm+n d'tl I b E tl�N Ee
rl p ' nerkl' goty tl �"Idg ��ltyE g.AEC� II pory 1 - UEago IEaugl - t �IryE � g icl ' t� p 'b'IryflM1l - tlbr.
ACtlI 10 znenib Id g t tilry� � q IN II t d -s�h sp tilty ftM1 O ,1� D � i� tl g t IM1 B ltl g0 g pertM1 IRC�M1 16C tl
NNSI/rPl t Porgene Ig d nceregad gE 'g P bit ,�b'raron,q Iry t�I �r g 41 ry, t ,I t I estram Jd g 10 ' p Itl�elatesl d( 10e
IRC,I�eIB4AN51RP11,IbeBC5lsummarys�eels,anNarBC51(BUIJingCOmponent5alerylnlo afon)available1mm58CFaiw+v.v.s0onauslry.wmanUairyrelatMinstallalon"NOmution ENG/NEERlNGuc
supplied in��e joESile Oackage.The W zz tlesigner n ivss tlesign engineer(also 4eBnc0 as a speclalty englneer)is NOT:he BuilOirg Desiqner ol tM1e��iltlinq.
Job Truss TiussType Q�y Ply F"SCHEaoBFaoa
I9428ESa
814416303 PB01 GABLE 6 1
ab Raference o tlonall
PF09UIL0, MOORESVILLE,INC6158 )<30sOtliC1013MiTeklntluslnes,Inc. TUeJUIDtWDJ�J9201< Page1
ID:4k567hzV7GOq�XCkeMVYbryI�Ei-uIZwZZmkLCSaVo�lvVC286K7vsNOrneu111tlCzOlNpo
4A-8 I 95-0
4-B-8 4_F-8 �
Scale=1120
4x8=
4
�
B00 12
1.5:a II
i_.a I I
s
s
�, d f' a.s �
I�J
3-00 SB
fi�
2
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\ < �i� o
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10 9 B
�'4 1.Sx4 II 1,Sx4 II 1,Sx< II �'4
9-5-0
9-5-0
LOADING(ps� SFACING 2-0-0 C51 DEFL in (loc) Vtlet- Ud PLATES GRIP
TCLL 25.0 Plates Increase 1.15 TC 0.05 Ven(LL) n/a - n/a 999 MT20 197/144
TC�L 10.0 Lumher Increase� 1.15 BC 0.03 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Incr Ves WB 0.03 Hoa(TL) 0.00 fi Na n/a
BCDL 10A CodeIRC2006/TPI2002 (Matrix) Weight:261b FT=20%
Ll1MBER BRACING
TOF CHORD 2x4SPF No2 TOP CHORD Stmctural wootl shea�hing direclly applied or 6-0-0 oc purlins.
80T CHORD 2x4 SPF Na2 BOT CHORO Rigitl ceiling tlireclly applietl or 10-0-0 oc bracing.
OTHERS 2x35PFNo2 '
REACTIONS All bearings 9-5-0.
Qb)- Max Horz 1=-68(LC 4)
Max Uplift All uplift 1001b or less aljoinqs)1,7,2,6, 10,e
Max Grav AII reactions 2501b or less atjoinQs)1,7,2,6,9,10,8
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less excepl when shown,
NOTES (11-14)
�)Un6alanced roof live loads have been wnsidered for this desi3n.
2)W�nd:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.�psf;h=253;Cat.II;Eep B;enclosetl;MWFRS(low-rise)gahle end zone and PC
EAerior(2)zone;cantilever left and righ�exposed;end vertical left antl right exposed;C-C for members antl Forces&MWFRS for
reactions shown;LumberDOL=1.60 plate grip DOL=t60
3) Tmss designetl for wintl loads in the plane of the iruss only_ For stutls exposed to wind(normal to the face),see Standard Industry
Gable End Details as appiicable,or consult qualifetl building designer as per ANSI/TPI 1.
4)Gable requires mnlinuous bottom chord 6earing.
5)Gable sWd55paced a�2-0.0 oC.
6)This tmss has been Designed for a 10.0 psf botlom chord live IoaG nonconcurreN with any other live loads.
7)Pmvitle mechanical connec�ion(by others)o�tmss to bearing plate capable of withslanding 100 Ib uplift at joinqs)1,7;2,6,10,8.
8)This truss is tlesignetl in accordance wi�h�he 2006 International Resitlential Code sec�ions R502.t 1.1 antl R802.102 antl referenced
standard ANSI/TPI 1.
9)"Semi-rigid pitchbreaks with fixed heels"Member end fixiry motlel was used in the anatysis antl design of ihis imss.
10)See Sfandard Induslry Piggyback Tmss Connection Detail for Connection m base tmss as applicable,or consult qualitietl builtling
„'tlesAdditional stabiliry brecing for tmss system,e.g.diagonal or X-6racing,is always required. See ;�>>�t���c�pFfjrf�;��fj�
�2) BC511. \� )�"`r„ �r
13)23.It is extremely important�o propedy install temporary lateral resVaint antl tliagonal bracing,in �y.t.�,�;��$T$;Y��"����`
74) accordance with BC51-82 or using pmprietary methotls(e.g.Stabilizer,etc.). � 2. :F O � .�%
LOADCASE�S) Standard — = �-���i���� � =
a e —
� '� �� STAT � f 2 �
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- ���111711111ft1!�� .
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aa �esign Oavnnp an0 iM1e DrJ Reference S�eel Qev.03-t4)belore use.Onty MiTek connector plaies s�all oe usetl lor t�is imss�esign tlrawing b Le veliE. T�is imzs design Erawmg InElrales
ccep� fep tilryt tFetleig l�M1e �ngllmmcop �tlp�eOM1 - .TOetl �9nassumptonsloadg dt tEly O IN op � tl nypa�tular �
luld g' t� 0 Siblty I1� O.tt� Vi Gwn ( 1� d g t P B IE gO¢s0 P�ANSIRPII. Wte I 1 Itl g l � ' d C I 0 EtJ� rdmem0ers
arel p � b klig ry I� b lE g t bTryb rg.AEd( Ile po ry 1 � Ud g Ib � gl -n t EIyO ' p Wd � 1� p tily iln t - I ller.
Addti Ip manentE Id g I Olryb "gollh �'allsl cl ' iM1 po �Ity I�n O tp Own �5 1� � tlaq t IM1 8 Id gD 5q fpe 0 IRQ�� IBC d �
ANSIRPI i. Forgen Ig �tl nceregard gtl 'g p blt t Grraton,Q Iry 1 I .t r g J I ry, 1 ,I te I sVam Ctl g Ib 'ng - Itih lalest UI liM1e '"
iac,meiecnNSiRai� meacsi.�m n�neei:,a�mo�eesile �iemseomvo�emsa�eymm eo�)a�ai,eieo-omseenai.�,.:o��a�s�n.�a�aa�yre�iea��s�anoo��nm,,,�aw� ENGINEER/NGt�c
supoi��eeinmejoes�rew�aqe.rnewssee�qner«wssaesignena�neer(aiwaer�neaasasv�airyenqineer)isNOrineeuiiamgocs�e�e.onnee��m��. '
Jab Truss Truss Type Oty Ply FISCHER oeF-OOa
iea2aest
91ae16303 FBOJ GABLE 1 1
J b R / (opY 0
PFOBUiID. MOORESVILLE,IN96150 �a30sOdM2013MiTeklndusines,Inc. TUeJUlOt06'03:a0301aPaget
ID:4k5fi�hzV7GOqQ%CRBMVYb7ylhEi-MU71mvnMfiwaR7yAMPCjHhKSMFjFaEqi ShnOqfzOWpn
4-040 5-0b � 9b0
4-040 ' 0-1-12 � EA40
5�'ale=1:19?
3x4 = 3x6 -
4 5 6
-0�11 I
I �
15x4 II
Boa 12 1.5.a II
�t5xa II
3
� y' 1t4 -11 B
1 401
2 II nl 89
t p.8 U L � �q m
' � �,! y• � •il a o
t2 11 10
2x4 = �Sx4 II 1Sz4 II 1.Sa4 II ��4
9-5-0
s-5-o
Plate Oftsets X( .Y1: f4:0-2-09-2-31 ffi'.0-2-0.0-2-3�
LOADING(ps� SPACING b0-0 C51 DEFL in (loc) I/defl L/tl PLATES GRIP
TCLL 25.0 Plates Increase 1.15 TC 0.08 Vert(LL) n/a - n/a 999 MT20 197/144
TCDL t0A Wm6erinuease 1.15 8C 0.03 Vert(TL) Na - n/a 999
BCLL Q� Rep Siress Incr Yes WB 0.03 Horz(TL) 0.00 8 n/a n/a
BCDL 10:0 CodeIRC200fi/TPI2002 (MaVix) � WeighC251b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD SVUCtural wood sheathing directly applied or&0-0 w purlins,except
BOT CHORD 2x4 SPF No2 2-0-0 oc purlins(6-0-0 max.):4-6.
OTHERS 2x3 SPF Nn2 BOT CHORD Rigid ceiling direclly applied or 10-0-0 oc bracing.
REACTIONS Allbearings&5-0.
(Ib)- Max Horz 1=84(LC 4)
Maa Uplift All uplift�00 Ib or less atjoint(s)�,9,2,e,12,10
Max Grav All reactions 2501b or less atjoinqs)1,9,2,8, 11,12, 10
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES (13-i6)
1)Unbalancetl roof live loatls have been considered for lhis design.
2)OUnd:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25R;CaL II;Exp B',enclosed;MWFRS Qow-rise)ga61e end zone antl C-C
Exterior(2)zone;tantilever left and right exposed',end vertica!lefl and right exposed;CL for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=160
3) Truss tlesignetl for wintl loatls in the plane of the tmss only. For stutls exposetl to wintl(normal to the face),see S�andard Intluslry
Gable End Details as applicable,o�consult qualifed�uilding tlesigner as per AN51/TPI 1.
4)Provide adequate drainage to prevent water ponding.
5)Gable requires continuous bottom chortl bearing.
6)Gable studs spaced at 2-0-0 oc.
7)This tmss has been designed for a 10.0 psf bottom chortl live loatl nonconcurrent with any other live loads.
8)Provide mechanical connection(by others)of Vuss to bearing plate capabie of withstantling 100 Ib uplift at Joinl(s)1,9,2,8,12, 10.
9)This tmss is tlesigned in accortlance with the 2006 International Resitlential Code sections R502.11.1 and R802.102 antl referencetl
standard ANSI/TPI 1.
11�)See Sta9da�d Industry Piggyback Tr�uss Co nection Deta br�0oi necYion mlbase Vuss als appl cabenor(colns,Wt qualifietl builtling `��x l��F�'f�r��j``//��J
designer. \��* ,.. . D �
12)Graphical pudin represenlation does not depict�he size or the orientation of the purlin along the mp anNOr bottom chortl. .. �-�. 'ty157�c�^�.C+i�i
13) 1. Adtlitional stability 6racing for Imss system,e.g.diagonal or X-bracin9,is always required. See ^�'� �'Cp�' F'Q'•��',��
�g) ecsit ' PE-3 i012220 � =
t5)2�.Il is extremely important ro propetly install temporary lateral resVaint antl tliagonal bradng,in _ C
16) accortlance with BCSI-B2 or using proprietary melhods(e.g.Sta6ilirer,e�c.). ^ d ; � ,� _
LOA�CASE(5) Standard � ��:� ST �F .;'�1
� CJ�' � ..+'�L` .�
'�i,t ,. ^ � . J````i
♦
'�/LIIlllitf:l55 .
- ------ "— — — - July 2.2014
� WARNING PI N gM1ly �wt� C t hAUn I Eg �otPOB 1d5� C NT rm lo M �q retlProtl tt 'I .V 'fytl 'g p le Ote tl IesonthsTrvss
Oe g IXe - g Eth OJR I S� t( .0314)e I .O IyMT k d plai M1allbe MI N � tl y d gf be I. Ttist stlesig a ng nC�ates
ccept mofre po sblryf i� 4 'g I�� ' gl t p Itl pq tlM1e 'aTM1ee g ss pl ,I d g �t 1 hlty ntl ol�ti p t! ypancular B
b Itl g� t� p �I ry t N Owne I� Ovm f �ho tl ag 10 �� 6 Iti g�5 y p AN51?PI i. L � I 51 a 1 tl q 1 h ' E-tl I E tl cM1ON members
f p � E kl g N o��o b 'Id g t�Ity� g Atldu 't p ryreslranUd g al� � gio'n 1 bTry�nng I t 'zNe p ns�lryof��elmss-nztaller.
ACCY nal permanenl Yuild ng slabiliry bating ot Ibe ove211 zirvtlure s l0e rtsponsi�I ry ol Na Om�q Ne(Nn�e(z auNOnzeO agent of Ne Bu la ng Oesgner pe�I�e IRQ Ihe IBC antl
ANSIRPILFagene2lguitlanceregarEingtleslgnresponsi0ilities,IaLrira�ioqqualiywnlrol,slorage,Oelivery,ereGion,lateralrestraimanOEieBOnaltraung,consultlnelatesletlitronolt0e �
ieq me iec,nNSirtri t me eesi s�mman�nee�:,a�mo�ecsi�e��m���e comao�em saiery mm�maim��a�ao:,ei�«o��seen ai.,.,.,.soa„e�:�n�om am a�y�eia�ea��asianaro�mro�ma�m� ENGlNEER/NGttc
supplietl In I�ejobsile package.T�e Wss aesigner or imss tlesign engineer�also tlelnetl as a specialry engineer)Is NOT t�e Builtling OesignerollM1e EuIlEing.
Job Tmss TmssType Oty Ply PISCHEROBF-o0a
IB428852
816616JOJ PBM GABLE � �
JbRf ( p� p
PROBUILD, MOORESVILLE,IN46150 )p3psOdi<1013MiTeklntluslnes,Inc. TUeJUIOtOfiO3'402010Paqe1
I D:4k567hzV7GOq�XC RBMVVb7yIhEi-M U71 mvn M6waR7yAMPCjHh Ksl i FjGa E115hnOqfzO W pn
2b& 6-10-10 9-5-0
� 2b-6 � 4A-0 � 2EL �
Swle=1:19 a
4x5 =
<� = LSx4 II
3 4 I 5 � I 6 ]
� 8.00 1P I I
L_
1- .II 5-0i I4 A �
W
] n In n B 9
+ i LJ ��e LJ
�o m
� d � ,t �, i. �`Y`:`tt �d
iz r io
2xa= isxa I I tsxa II t5xa II zxa=
9-5 n
9-5-0
Pla�e OH5e�5(X YL(3-.0-4-8.0-2-81.f79-4-8.0-2-81
LOADING(ps� SPACING 2-0-0 CSI� �EPL in (loc) UdeFl L/d PLATES GRIP
TCLL 25.0 Plates Increase 1.15 TC 0.04 Vert(LL) n/a - n/a 999 MT20 197/144
TWL 10.0 Lumberinuease 1.i5 BC OA2 Vert(TL) n/a - n/a 999
BCLL 0 0 Rep Stress Incr Ves WB 0.03 Hoa(TL) ODO 8 n/a n/a
BWL 10A + CodeIRC200fi/iP12002 (Matrix) Weighf231b FT=20%
LUMBER BRACING
TOF CHORD 2x4 SPF No2 TOP CHORD Stmctural wood sheathing directty applied or 6-0-0 oc pudins,except
BOi CHORD 2x4 SPF No2 2-0-0 oc pudins(6-0.0 max.):34.
OTHERS 2x3 SPP No2 BOT CHOR� Rigid ceiling directly applied or 6-0.0 oc bracing.
REACTIONS All bearings 9-5-0.
(Ib)- Max Ho2 1=35(LC 5)
Max Uplift All uplifl t001b or less aljoint(s)1,9,2,e,11, 12,10
Max Grav All reactions 2501b or less aljoint(s)i,9,2,8, 11.12, 10
FORCES Qb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES (13-i6)
1)Unbalanced roof live loads have been considered fo�this design.
2)lMntl:ASCE 7-OS',90mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft',Cat II;Exp B',�enclosed',MVJFRS(low-rise)gable end zone and GC
EAenor(2)zone;cantilever left and nght exposed;entl verticzl left and nght exposed;GC far members antl forces 8 MWFRS for
reactions shown;Lumber DOL=t.60 plate gnp DOL=1.60
3) Truss designed for wintl loatls in the plane of t�e lNss only. For studs exposed to wintl(normal to Ihe�face),see Standard Intlusiry
Gable End Details as applicable,or consult qualifed building designer as per AN51/TPI L.
4)Pmvide adequate drainage to prevenl water ponding.
5)Gable requires coNinuous bonom chord beanng.
6)Gable studs spaced a12-0-0 oc.
7)This Iruss has been designetl for a.10.0 psf botlom chortl live load nonconcurrent with any other live loads.
8)Pmvide mechanical connection @y others)of truss to bearing plate capable of withstanding 100 Ib uplifl at joint(s)7,9,2,3.11,12,10.
9)This tmss is designed in accordance with ihe 20061ntemational Residential Code sections R502.11.1 antl R802142 and referencetl
stanCard ANSI/TPI 1.
11�'SeeStandardcntlustksPlithfbakT�russConectionOeltafo�Conneciionto�basetrussesandiwblenorconsulisualifedbuildin >»� �S`'j�G''{{����4
) �Y 99Y PP 9 9 �C' .QSF. ff O�
tlesignec . \v � ..... , �R rii
12)Graphical pudin representation does not depict ihe size or ihe orientation of the putlin along the mp,andbr bottom chord. ., y��.'��a I��'� "rJ���,
13) 1. Atlditional slability bracing for truss system,e.g,tliagonal or X-brecing,is always required. See �Q .%Aw FQ'�<.`��
,a� acsn. — � pe-tta;zz2o �
15)23.It is eriremely important to properly install temporary Iateral restraint antl diagonal bracing,in — —
i6) accordance with BCSI-82 or using pmpne[ary methods(e.g.Stabilizer,etc J. = � ; � y =
LOAD CASE�S) Standard � %90=_ ST T��Y• .��`ti�
a
4� ' 'G�`t�,��
,� :rSt�=� \�' .
I��/�Nlllit5�l�'•�
---- -- - -- --- — - July 2,2014.
� WARNING PleaSeN gM1ty ' t�e'CUStomelsFlCknwA dg 1 IP 9'IdSt d NT I M I tt JP a cl I .V ryE 'g pa t 0 0 t s ti T
pevg 0 'g al� DrJR I S� 1( 03fa)p I .O lyMT k dapl 1 � Ilhe etlt 0 t C q E gt be Itl Ttist tl g tl g" d � 5
rcept t p mOfiryf ineeesp f��es gl � ss p ItleDndh " ,T� 4 �g as pti I tl g at ��Iry C IOi p �I yp tl i
buld g' t� � po �Ity �t� Own r Ih Own� N etl g I M B IC g D �g p ANSIRPI t �t I I � t tl �g � M1 - d tl I 0 tl<� tl b � �
r I p ' 0 kl g ly allo b ld q t tillyb g.AtltlY It p ry IranVd-q IL � gl ' t tilryd g st I � iM1 p bl'ty fiM1et - 1 II . `
Atldtonalpermanenlb Id g t tiltybr ' g fl� 211 1 U ' Vteresponsbltyofl�eDwn 1� O l iM1 O g lor�� B ltl g� g r p 1� IRQ1� IBC tl �
ANSI?PI t Por gene I g L regard g d g ponvb I t I b� Iwn,qual ry wnlyd s�or 8 tl I ry e ect o I t I esVa nt 4 d g al� ' q II N I I st d( f t�
IRC,i�eIBQAN51/TPI1,NeBC5lsumr�arys�ee�.an4lor8CSl(BUbngCOmponemSakrylnfortnafon)avalaGlelrom58CFa�wvncsbrintlusiry.wmanEaMrelatetl'nstalla�on�nto�ma4on ENGINEERINGIC
suppxee�m me joosne pa�aqe.Tne wss ees�qner or wss aeziqn enqineer(aim ae�mea ez a speciaiy enq�neeq�iz No1 me e�iiamq oe:�gne�o�me m��mmq,
' Job Truss TmssType ary Py FISCHEeoeFOOa
18428053
B14<163W T01 Hip 1 1
Jab Referencel�a0
Pft09UIL0, MOORESVILLE.IrvG6158 )a3GSOtl1420DMiTeklntluzlnes,Inc.TUeJUIOtOfi�D3:4120taPagel
ID:4k5fi7hzV7GOqQX CR8 MvYb7yl h Ei-aghgzFn_tEiIk61VrvE WD%PKhf_BJg KB KLVryNSZOINam
2-01 E 9-8-2 124-8 1&1 b6
2-116 6842 2q1E � 1-0-0 �
4x6 = aafi = SwIe=1288
z I 3
23
12 00 12
1.2
2 5 3ze II
3x6 II
1 q
� � � !
. ` T � ss ,� I�I s �
I I I
� B ] I I
9 LSxa II 3xi = 6
3x6 II 3x6 II
2-11-6 { 9b-2 12-]-8_�
� 2-1L6 6E-12 2-it-6
PlateOHsets[XyY1i_[2:0.4-40-�3'r .o-a"4,0-1-12] f4:0.a-150-0.0] (6:Edge0-2-B
LOADING(psq SPACING 2-0-0 C51 �EFL ^ in (loc) I/deFl L/d PLATES GRIP
TCL 25.0 Plates InCrease 1.15 TC 0.60 Vert(Ly -0.10 7-e >999 240 MT20 197/144
TCDL 100 Lumberincrease 1.15 BC 0.36 Ven(7�) -027 7-8 >555 180
BCU_ 0.0 Rep Stress Incr Yes WB 0.08 Horz(TL) 0.01 6 n/a n/a
BC�L 10.0 CodeIRC2006lTPI2002 (Matrix) . Weight:481b PT=20%
W MBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD Stmctural wootl sheathing tlirectly applied or 6-0-0 oc pudins, except
BOT CHORD 2x4 SPF No2 end verticals,and 2-0-0 ce pudins(6-0-0 max.):2-3.
WEBS 2x3 SPF Nn2 BOT CHORD Rigid ceiling tlirectly applied or 10-0.0 oc bracing.
REACTIONS (Ib/size) 9=553/0.3-e (min.0-1-e),6=665/0.3-e (min.0-1-8)
Max Ho2 9=-126(LC 4)
Max Uplift9=-10(LC 5),6=-48(LC 7)
FORCES Qb)-Max,Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-557/81,2-3=32Z99,3-4=-565/89,1-9=-457/67,4-6=-578/127
BOT CHORD 8-9=-63/330,7-8=-62/331,6-7=-18/321
NOTES (9-12)
1)Unbaiancetl roof Iive loatls have been consitlered for this design.
2)Wnd:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6Apsf;h=25k;Cat II;Exp 8�,enclosed;MWFRS(low-rise)gable end zone and GC
EMerior(2)zone;cantilever left andright exposed;end vertical left and right exposed;GC for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.6�
3)Provide adequate drainage to prevent water ponding. '
4)This tmss has 6een designed for a 10 0 ps(bottom chortl live load noncancurrent with any other live loads.
5)Pmvide mechaniral conneIXion(by others)of tmss to bearing plate capable of withstanding 100 Ib upiift at joint(s)9,6.
6)Thls truss is designed in accordance with Ihe 2006 Inlemational Residential Code sections R502.11.1 antl R802�02 antl referencetl
stantlard AN51/TPI 1.
7)"Semi-rigid pitrhbreaks with fixed heels"Member end fixiry model was used in�he analysis and design of this iruss.
e)Graphicalpudin representa�ion does notdepictthe size orihe orientalion ofihe pudin along Ihe top and/or bottom chortl.
5)1. Additional stabiliry bracing for truss system,e.g.diagonal or X-bracing,�is always required. See
10)23.B ssexlremely important to propetly install temporery late2l restraint antl tliagonal brecing,in `>>t �.,ci�P j r�`�li��r
1i�,c.
� i
12) accordance with BC51-B2 or using proprietary methods(e.g.Stabilizer,etc.). \�' � ,... . �C` ��
` �� 'r-�15T��ti "�i�'�
LOAD CASE�S) Standard
`�+i�„�G' Ftj-;tR��
; PE-i10i2220 °: =
6 ♦ �
.CJ 1 E Q: •'•Z �
i�Q�� � ��} A
\
�/' • .....• ;,`� \\�
. �i /J::ALG< ���
j l/!/:lHIIN�Iat��\
- -- --- - —. - - . JuIV2,2014
� WARNING PI 1� g�ly ' t� C 1 ! AcknoM dg I of PmB 'IO SIaM tl T fo M laq tl Prod � ( .V ry d g p 2 t d tl 1 tti T ss
�'8 Q' � 9 ONeDJRI 5� �( D31<�bb .Oh��Tk n p �s � IIEe eEl ih 1 tl g a g10a IE.Tti 1 O �g tl g- d is
a0.Yp� UO(R5p0lISEll�y(0l111 dP4g 1111 �AI W55 pO �tlepLYetlll � .TM1 C 9 p� ,I tl g dl 5 1�I�yd d (Ih P �� YO h � B
A IU g' i� p tily 10 O e Ih Ow f iM1O- B g ntotlM1e81E B�e'g e pe ANSI/TPIL L i I t ttl 'g 1 M1 n nd C I b ticM1 N b s
(rmmpressionECkingonly,nolbrbuldng5ta01ryEtac�g.Atldl�ional�emporeNresVanV�gonalbraunglo'n eslatiltydunngwnzWClion'sPmresponstil,yol�pelss�nslaller.
ACC�tional permanenl OuilOi`g sla0iliry b2ung ot IM1e oveall sWqure is I�e responsibiLty of i�e Umeq I�e Oameh aut0onzetl agent or IM1e Builtling Desyner,per Ine IRq i�e IBC antl
ANSI?PI L Fa general guitlaMe regartling aesign responsibllilies,fa�n�atim,queliry wnVOl,slorage,Oelivery,ereqion,laleral resVainl ana Diagonal�rapng,consul�Ne lalezl etlilion of Ihe � '
iec,u,e iee,nr�sinai t me eesi s�mm�ry:neei:,a�aro�ecsi�a�na��s comvo�em sare�r mro,meno��a.aaaeie vom secn a��.so�mo�:�n.�m a�n a�y.eiaiea m:�auano����m,mano� ENGINEER/NCac
supplieG In t�e jo05i�e paGage.T�e imss Jesigner or imss desgn engineer lalso DeBnetl as a specialry enginear)is NOt tM1e Building�esigner ol t�e M.iltlirp.
Job Truss Truss Type pty Ply FISCHER oeF-0o4
IBE]8854
81Cq630J T@ HIP 1 t
JoL Reference o tional
PROBIIIL�, MOORESVILI.E,IN 46158 14]OZOdi<4013MiTeklndus�nes,lnc. TueJU10106�.OJ-622014 Page1
10:4k567hzV7GOqQXCRBMVVb7ylh Ei-IlF3BboceXq9MG YJXtlIImtyVvL3Cv20fKZ?GVv%z014p1
'1>-0 5414 11-7-00 1&941 2&11-13 331-14 38-00-7 Y4-9-8
1-0-0� 5414 � SE-9 � �-24 I 7d-1 � 7-24 � 58-9 I 5414
Srale=t]9.5
Sv5 =
3a6 =
3x4 — 3.° — Sx8 =
5
s— . e s: �c�_7b��' 9
e.ao iz
is.a �
isxa �i
q 5-i] -13 10 N
�� �� 6-15 q-15 g_� j�
4rfi �i �� � 4x8 ��
3 4� \ / �3 \11
\
12
c Z �.� 2-16 —.•�\k 14t6—�^� 13-t4�12 lo
1� 18 15 14 13
3�_ 3a1fiMTtBH = 3y4 = 9r18MTt8M = 3x8 = 6n10 II
6x10 II
it-]-10 22-012 33144 44.9.8 {
11-]40 ' 10-9-2 10.9d � 11-740
Plate Of(sets(X.Y1: f5:0-3-12.0.2-0� �9:43-12 0-2-01
LOADING(ps� SPACING 2-0-0 C51 DEFL in (bc) I/deFl L/d PLATES GRIP
TCLL 2S� PlateslnCreaSe 1.t5 TC 0.55 Vert(LL) -02515-V >999 240 MT20 197/144
TCDL 10A Wmberincrease 1.15 BC 078 Vert(TL) -0.7215-17 >744 180 MT�eH 1W/144
BCL 0.0 Rep Siress Incr Ves WB 0.52 Horz(TL) 023 �2 n/a n/a
BWL �OA CodeIRC200fiffP12002 (MaVix-M) Weight:2021b FT=20% .
LUMBER BRACING
TOP CHORD 2x4 SP 2400F 2AE'ExcepP TOP CHORD SUUaural wood shea�hing directty applied or 2-11-6 oc pudins,excepl
5-7,7-9:2x4 SPF No2 . 2-0-0 oc pudins(3-0-9 max.):5-9.
BOT CHORD 2x4 SP No.1 'ExcepY BOT CHORO Rigid ceiling tlirectry applied or 2-&�oc bracing.
t4-16:2x4 SPF No2 WEBS 1 Row at midpt 6-17,8-13
WEBS 2x3 SPF No2'Excep£
6-17,8-13:2x4 SPF No2
SLIDER Lefl 2x6 SPF No2 2-0.0,Right 2x6 SPF No2 2-QO
REACTIONS Qb/size) �2=2014/0.3-e (min.0.2-B),2=2110/0.3-8 (m1n.0-2-8)
Max Hoa 2=t95(LC S)
Max Uplik 12=40(LC 4),2=-74(LC 6)
FORCES Qb)-Max.Comp/Max.Ten.-All Forces 250(Ib)or len excepl when shown.
TOP CHOR� 2-3=-1073/0,3-4=-2876/274,4-5=-2614I270,56=-2120/265,6-7=-270fi/311,
7-8=-2706/311,&9=-2123/266,9-10=-2620/272, 1�-11=2886/278.11-12=-1093/0
BOTGHORO 2-17=-298/2269,i6-17=-238/2657, 15-16=-238�2657, 14-15=-193/2659,13-14=193/2659,
12-13=193/2281
WEBS 547=25/951,6-17=-937/235,8-13=935/235,9-13=-27/956
NOTES (�0-13)
1)Unbalanced roof live loads have been wnsideretl for this tlesign.
2)Wnd:ASCE 7-05;90mph;TCDL=6.Opsf;BC�L=6.Opsf;h=25f.;CaL 11;Exp 8;enclosed;MWFRS(low-rise)gable end zor.e and GC
EMerior(2)mne;cantilever letl and right ezposetl;end vertical lefl and right exposed;GC for members and forces 8 MWFRS for
reactions shown�,Lumber DOL=1.60 plate grip DOL=t60 .
3)Provide atlequate tlrainage ro prevent water ponding.
5)Thls'truea he beeo d'es gnetl for a ih0 0 psf bott m`chord live loed nonconcurrent with any other live loeds. ,`�,��P�r���yfjf�j�'"+'j
6)Pmvide mechanical conneclion(by others)of tmss to bearing plate capable of withstantling 100 Ib uplifl al joinQs)12,2. ,C a S „ ...,, d�.��'9�
7)This tmss is designed in accordance with Ne 2006�ntemational Residential Cotle sections R W2.11.1 and R802.102 and referenwd : Q . �j�ST�� � %�,
stantlartlANSI/TPI1. �� ��(� FQ���,��
8)"Semi-rigid pitchbreaks wilh fzetl heels"Member end fixiry motlel was used in the analysis and design of this tmss. p�-��Oi2.20 �
9)G�aphical pudin representation does not depiH the size or the orientation of the purlin along ihe top and/or bottom chortl. " C
10)1. Atlditional scabiliry bracing for Vuss system,e.g_tliagonal or X-0racing,is ahvays requiretl. See _ o ; ' � „
ti) eCSn. � 'q '. STAT� - � ? �
12)23.It is eztremely important to pmperly insta0 temporary lateral resiraint and diagonal bracing,in i 9 = ju ..
13) accordance with BC51-82 or using proprietary methods(e.g.Stabilizer,etc). ���.c� • I �
LOAD CASE�S) Slandartl ,''� �� �^ � ��;` .
t'/iltlllii'.��
__ —_ July 2,2014
� wARNING PI s tM1 gnly rc e In C sl ers Nckn I dg 1 IP oe Itl st d d T f M i c a P a ct f .Venry e g o te a d� 1 s in T
Desip D2 - BantlN DJReIe SM1 1( .0314)b I .O tyNT k tl pl l sn IIDe setll Uist tl �g tl gl be IC. li t 0 g 0 g- Ural s
3�O�a I espo btityl N E 'g il� 'gl W po Itl pq tlM1ere .T� Oesg pf ,I d g Jt '1 bly tl fN p tl yp h I B
vu IJ g' N p ol'ty �t� Ovm iM1 Ovmef Oo�eE aBenl o Ore B Id g Oe�g e p ANSIRPI t L t I 1 1 d 9 i M1 ' C�tl I b a cM1 N b ���
r I p ' E kf 8 ly �! b I4 qs�eblty� 'g.pJai It 0 �Y � ' Vtl g I� g� �n 1 bltytl � B � C � �h �P �b�fry It�et ' i Il,r.
AOE'I Ip nentb Id g � �Iryb � 8 li� II 1 I ' lb sp stilry II�eO N O f wM1 ' tl g t t� 6 'Id yD 'g ,p iM1 IRC I� IBC tl
ANSIRPI i Por Be�e I g E e regard g tl g po vL I l ,1 M mn,q I h � I stor ge del very erecL I t I esre nt e d g I� �ng con I IF I t st 0 t I Ne
iac,maiac,nNSirtaiimeecsis�m rysnee�s,anemracsi�e�ae'nqcompw�emsaieyimo�aion)a�a�ae�ewmsecna�..�.,«.mo�e�urycomanaanyreia�eo'ns�anaron-nrormauon ENGINEER/NGuc
zuppnee m me iotsnc��aq<.rne wss aevqner or wsz aev9n erq��ee.(aiw eer�ee as a soec�airy e�ymeep'�s uoT me e��m�ne oeziq�er or me e�iiem¢.
Job Tmss TmssType �ry Ply .FlSCHEaoaF-oaa
1aa299`5
014416303 T03 HIP 1 1
Jab Reference(oofonall
PROBUIL�, MOORESVILLE,.IN 46158 )030sOtl141013MiTaklntlusines.lnc TueJU10146'.03-632014 Page1
I D:4k567hzV7G Oq0%CRBMVY�7yl�Ei-m3p RO�EPryO_avx9KG_JyUeFTVOnTUTni?2RzzON/pk
.t-0-0 ]54 14-]4� 22-0-12 30.144 3]>4 aa9-8
1-0-0� ]S-0 � ]3-9 � 7-0-2 ' ]-9-2 ]-b9 � ]-5-1
Swle=1 80 5
6n8 i 15xa II 6ze ��
6 ] e
aaa ii s:a
3x4 �i 3x4 Q
3z6 i 5 9
3x6 ��
a 19 6- )16 1e & 4 10 d
18 41<
Or.4 �i 4x6 O
d� S I" gil3 n
z ' �
d� i ,z io
n � is-n }z-as�'� d
19 18 �� 16 i5 10 13
9z10 II i5r4 II 3xfi = 3r8 = 9v< = 1.Sxn II 8xW II
3K4 =
3a8 =
]-5-0 14-]-00 22a-02 30.1-14 3�a-] 4a-9.8
' ]-5-1 ' ]-2-9 ' ]-9-2 ' 7-94 � ]2-9 � i-5-1
� Plate Offsets X Y)_6�f .0_4_8 0-1-�2 8:0-4-8 0-1-12]
LOAOING(ps� SPACING 2-0-0 C51 DEFL in (bc) I/deFl Ud PLATES GRIP
7CLL 25.0 Plateslncrease 1.15 TC 0.73 Vetl(LL) -0207&19 >999 240 MT20 1971�aa
TCDL 10.0 Wm6erincrease 1.15 BC 0.83 Vert(TL) -0,501&19 >999 180
BCLL 0.0 Rep Stress Incr Ves WB 0.55 Horz(TL) 023 12 n/a n/a
BCDL 10A Code IRC2006lTPI2002 (Maldz-M) • Weigh[2201b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF Na2'Excep£ TOP CHOR� Structural wootl sheathing tlirectty applied or 2-2-0 oc purlins,excepl
b4,10-12:2x4 SP 2400F 2.OE 2-0.0 oc pudins(2-10-9 max J:6-8.
BOT CHORD 2x4 SP No.1 'ExcepY BOT CHORD Rigid ceiling direIXly applied or 2-2-0 oc bradng.
t5-17'.2x4 SPF No2 WEBS 1 Row at midpt 5-18,7-16,9-14
VYEBS 2x4 SPF No2'ExcepY
5-19,5-18,9-14,9-13:2x3 SPF No2
' SLIDER Left 2x6 SPF No2 2-0-0,Right 2x6 SPF No2 2-0.0
REACTIONS (Ib/size) 2=2�10/0-3-B (min.0-2-8), 12=2014/0-3-8 (min,0-2-fi)
Max Horz 2=24�(LC S)
Max Uplift2=-9�(LC 6),12=-47(LC 7)
FORCES Qb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
W P CHOR� 23=-778/0,3-4=2886/214,4-5=-2678238,5-fi=-2477/289,6-7=-2225/314,
7-8=-2225/314.8-9=-2479/290,9-10=-2687/241,1&11=-2896/217, 11-12=-814/0
BOTCHORD 2-19=242/2281.18-19=-157/2281.1Z18=.113i194fi.i6-17=-113/1946, 15-16=-1/1948,
14-15=-t/1948. 13-14=-10812292,�2-13=-137/2292
WEBS 5-18=-044/16Q&18=-5/488,6-ifi=-1901627,746=-616/224,&16=-190/625,
8-14=-7/490,9-14=-4541'Ifi8
NOTES (g�Z)
1)Unbalanced roof live loads have been considered(or lhis design.
2)Wind:ASCE 7-05;90mph;TCDL=6.Opsf BCDL=6 Opsf;h=25fl;Cat.II-,Exp B;enclosed;MWFRS Qow-rise)gable end zone and GC
Exterior(2)zone',cantilever left antl nght exposed',end vehical left and right exposetl;GC for members antl/orces 8 MWFRS for
reaclions shown;Lumber DOL=t60 plale gnp DOL=t60
3)Pmvide adequate drainage to prevent water ponding. ,\t�;1`.%������+J����
4)This wss'has been designed for a 10.0 psf bottom chortl iive loatl nonconcurrent with any other live loads. ,�Q Co.���p� +;y�
5)Pmvitle mechanical conneclion(by o�hers)of.truss m bearing plate capable of withstantling t 001b uplift al join�(s)2,12 ,,�=, � ,,.. a,,<� .p
6)TH��.s tmss is designed in accordance wiN fhe 2006 International Residenlial Cotle sections R502.U.� and R802.102 and referencetl J Q . tij15T��`� � �,
stantlard ANSI/TPI 1. � �' ' � F �' � %
� 7)"Semi-rigid pitchbreaks with fxed heels"Member end fixiry model was used in ihe analysis and tlesign of this tmss. � �:� G � �• O :9 �
8)Graphiwl purlin representaAon does not depict Ihe size or Ihe onentation of the purlin along ihe rop and/or botlom chord. P� I i.,t222D � _
9)t Adtlitional stabilily bracing for tmss system,e.g.diagonal o�X-bracing,is always required. See ;- d � ? � �
ia� ecsn. = � °; ST 'E OF r ¢ �
i t)23.It is extremely Importanl lo propedy install lemporary lateral restreint antl tliagonalbracing,in 'S '9 - - �V �
12) accofdance wilh BCSI-82 or using proprietary mefhods(e.g.Stabilizer,etc.). �„� ~ . � �'�� ��
�� .�� �
LOAD CASE(S) Standard '� f � �'� � {+�
� � tql7qllltUl!t�
. ___ _-. . July 2,2014
l. WNRNING PI N gbly - tM1e'CmbmelsAChnrnNeOgementolPmB 'IeStaM eT rtnz(or.ManulatlumOProO d I V �IyJ g p alersanEreaEnoles 10 T ss
d� 0 6 0 - gandN �JR I SF t( 0316)b 1 .OnNMT k t pl 1 � IIp tllo i� � 4 g d gl Ee Id TM1SI sstl sgnErawi g'ne' t s
pt t p bl'lyl �M1 0 ig flb 5 gl 1 ssW p iEpcl�h - .TM1 tl y ass pt I d g d'I , lblty tl Itp p 1� anypR I � ,�..
E IE g' ih po 01'�y IN O+me i�eOvm f iM1O� tl g to t� B-Itl gDe�g p ANSIRPII. L le I ta tdesq ato h 'nEl'� I b tlrnoN L
( p siOnb kl g ly �(wE 10 g N�J�yEdG�g.Htldl II p ry esVan�d g0 dl� � g� 'n 1�IryO g Wd � 1�¢ Spm til�y0�l�el 5'ns�alle�.
4tlJ tronal pemunenl Du k ng stati liry�rzan8 0l��e overzll zlmdure s Pe respons�I ly o�Ne Owner Vie OrvneYZ aut�onxetl agen�or 0e&i Id ng�es gner,pe�Ne IRC,0e IBC an0
RNSIRPI1. Porgeneralguidanttregardingtlesignresponsibilives,labnt�al.on.qualitywnlml,slorage,0elivery,eretlion,laleralresVaintonCOiagonal�mung,consupl�elatesteditionolt0e �� °
iaq me iec.nNSUrai i,me acsi:�mma�y.nee�.,a�aro�ecsi�a��mme compooem saie�y imo��na��o��a�a�iame vom secn ai w«w.:ou�a����y.rom aoa aoy roia�ee'��sian�eo�'��m�mano� ENGINEER/NGttc
suopilea'm me joes�ie packaqa.me wss aeva�er or wss eevqn eny�nae��aisa aen�ea as a spec�aiN enqineep is eor me eu�mmg oes�qner onne euaamq.
Jab Tm55 Tm55Type Q�y Ply FISCHER09F�OOa
184]8856
61441fi30] T04 HIP 1 1
Job Reference(ootionab
PROBWI�, MOORESVILLE,INa6t58 ]a30sOr1ta1013MiTeklndusNes,Inc. TUeJUlOt06:03aa]OtaPaget
ID:4k567hzV]GOqQ%CRBMVYb7yIhEi-FFNpcGqW94�bZU7e2oDrA1 mVWRNhjtlOJlczQzOVJpj
�L4-0. B-114 I 17-�-ID 22-4-12 21-1-14 35-00-] 44-9-8 464-8
i-0-0� 8-114 BE-9 � 4.9.2 � 4-9-2 � BE9 � 8-11-0 14-0
5s6 = Srale=l.BS.'�
3x4 = 5� _
6 � 0
B00 �y
3xa �i \ �Aa �� "
\
P-t 16
3xB �� 5 � 9
3x6 O
q 6 11 Bq 10
1] 9-06
4xe 4 S19 ¢�A 4x6 ��
3 ��
2
F�� 12�
o g.-Fy� --wr-�@ ��9-{1-15 �� �0 13
19 10 1] i6 15 in
6xID II
t5x4 II 3xe 3xB° 3x8=3'� 1.Sx4 II Bx10 �I
9414 1]-]-10 2�-�-14 3St0.� aa-9-8
� 8-11-1 ' BA-9 ' 9b-0 ' Bb�9 ' &11-t �
Plate Offsets(X Y);_[6'.0-3-12.0-2-0],_f8'.D-3-12 0-2-0]
LOADING(ps� SPACING 2-0-0 CSI DEPL in (loc) I/tlefl L/d PLATES GRIP
TCLL 25.0 Plateslncrease 1.�5 TC 0.95 Vert(LL) -0211416 >999 240 MT20 197/144
TC�L 10,0 LUmberinGreaSe 1.75 BC 078 Vert(TL) -0.56�14-t6 >951 �80
BCLL 0.0 Rep Stress Incr Yes WB 0.36 Hoa(TL) �23 12 n/a n/a
BCDL 10.0 CotleIRC2006RP12002 (Matrix-M) WeighC2401b FT=20% .
LUMBER BRACING
TOP CHORD 2x4 SP No,t'ExcepP TOP CHORD Stmctural wood sheathing directly applied,except
6-8:2x4 SPF No.2, L4,10-13:2x4 SP 2400F 2.OE &0-0 oc purlins(3-11-5 max.):&8.
BOT CHORD 2x4 SP No.1 'ExcepP BOT CHORD Rigid ceiting cirectly applied or 2-2-0 oc bracin9.
i 518:2x4 5PF No2 WEBS 1 Row at midpt 5-17,7-17,7-16,9-16
WEBS 2x4 SPF No2'ExcepC
5-19,9-74:2x3 SPF No2
SLIDER Lefl 2x6 SPF No2 2-0.0,Right 2xfi SPF No2 2-0.0
REACTIONS Qh/size) 2=2109/�-3-8 (min.0-2-8),12=21WlQ-3-8 (min.0-2-8)
Max Horz 2=277(LC 5)
Max Uplifl2=-103(LC 6), 12=-t03(LC 7)
FORCE$ Qb)-Max.CompJMax,Ten.-All forces 250(Ib)or less ezcept when shown.
TOP��HORD 2-3=-852/0,3-0=-2876/203,4-5=-2615i233,5-6=-2303/289,6-7=-1771/293,
7-8=-1771/293,8-9=-2303289,9-10=-2615/233.10-11=-2876l203,11-12=-851/0
BOT CHORD 2-19=-257/2265,18-t9=-80/2265,17-18=-80/2265,16-17=0/1823,t5-16=-44/2265,
14-15=-04122fi5,1 2-1 4=-1 23226 5
WEBS 5-19=0/313,517=-fi44/200,6-17=-27J702,7-17=-366/209,7-ifi=-366/209,
8-16=-22/7�2,9-16=-644/200,9-14=0/313
NOTES (g_�Z)
�)Unbalanced roof live loatls have 6een consideretl for this tlesign.
2)VJnd:ASCE 7-OS;90mph;TCDL=6 Opsf',BCDL=6.�psf;h=25ft;Cat.II',Exp B{enclosetl;MWFRS(low-rise)gable end zone and C-C
EAerior(2)zone;canlilever left and right exposed;end veNCal lefl and right eaposeqGC for members antl forces 8 MWFRS for
reactions shown',Lumber DOL=1.60 plate gnp DOL=1.fi0
3)Provideadequatedrainagetopreventwaterpontling. v `��oj�3�FiIQ�,/I,
4)This Wss has been designed for a 10 0 psf bottom chortl live loatl nonconcurrent with any other live loads. *; P i
5)Pmvide mechanical connection(by others)of trvss to bearing plate capable of withstantling 100 Ib uplift at joint(s)except Q1=1b)2=103, \<� � � ,,.. . �C� �r y
12=iO3. . q�`. .'6A57�h.ti l�
6)This tmss is designed in accordance with�he 2006 Intemation=l Residential Cotle sec[ions R502.1 t.1 antl R802.102 antl�eferenced y`�.'G� Fp'•9"!
scanaamnNSiRaii. FE-I?O)222�3 '
7)"Semi-rigid pltchbreaks with fixed heels"Member end fxity model was used in Ihe analysis and design of this truss. -
8)Graphiwl purlin representation tloes not tlepict lhe size or the orientation of Ihe pudin along the top and/or bottom chord. y o ; ? � �
9)1. Adtlitional stabiliry bracing for truss system,e.g.diagonal or X-bracing,is aM1Vays required. See � -p ; �T 'E Q� ; Q �
10) BC511. ' "� '• ' i'� �
11)23.It is extremely impotlanl to properly inslalftemporary lateral resireint and diagonal bracing,in ��Q �*����� �
12) accordance with BC51-B2 or using proprietary methods(e.g.Stabilizer,etcJ. �i � �.�� G`�����
LOA�CASE�S) Slanda�d lJ/1��������yp?li'
- . -.--_ -_- - . -- - July 2.2014
� WARNING�PIeaseNOrougnryreWewt�e"CUZ1ome�sACknawledgemm�ofPmBuildSUMarJTermslorManutatlureOPmtlutls"IOrm.VerirytlesignpxrametersanOreaOnolesonlOisTruss
Oesgn UawinB an�Ne OrJ Relerence S�eel(revA}�q)belore use.Ony MiTek mnnetlw platez s�all0e use0(or 0is tmss tlesgn dawing m De vaiia Tbis imss Eesign Omwing intliratez
acceptanceolrespon'b'llyl IM1 E gnollbesnglelrvssw p e Itl pdeC� � .T� tl �g pl .lo tl g ti( , It Elly d seoi0i c p tl nypaticilar �
b ltl g' tM1 p SI'ry ��� O er I�eOwnefsauRio 0 g to t�e8 Itl gD �g e p ANSIITPIL L t I I � Itl g (o M1 'nd'-'tl I C dctiortlmembers
I p ' 0 kl' g ly oibr�ulEngztabfryb �g.Atl010 Ilempo ry stranVtliagonalbratlnglo'ns taUltyE gw 1 cl �ztM1e sponstilryol�heWSS'nstaller.
AEE t onal pe manent Lu le ng stao liy Oatlng oi l�e ovemll slmcwre�s i�e responvE fty ol Ne Ovmer��e Ownefs aul�onzea agenl ocl�e&i Id ng Oeigne�pe���e IRQ I�e IBC an0
ANSIRPI 1. For general quidance reBarOing tlesign responsi�ifNes,laEnfatim,qualiy runtrd,smrage,tlelivery,emdiory laterel resVainl an0 tliagonal�raang,conzuV Ne lales�eailion ol��e
iac,me�iec,nNSirtai t me ecsi:�mmarv snee�s,a�am�acsi�ewiamy compo�em saie�v mro�maim��a��uame rtam secn a„�.se���a�nx�om a�a a�y reia�ea ms�an�xo����m�maoo� ENG/NEER/N6u.c
supplled In ihe jobsi�e package.The tmss tlesigner or W ss tlesign engineeNalso tle6netl as a specialty eng:neer)Is NOT Ne Builtling Oeslgner of Ne Ouiltling.
Jab Tiuss Truss Type �ly Ply FlSCHER oBF-oaa
IBa2B89
81/416303 TOS PIGGVBACK BASE 5 1
loh RefPrenrelonCOnall
PROBWLD, MOORESVILLE,IN 65158 ]430sOq1<2013MiTeklneuslnes.lnc TueJU10106:03:<52014 Papet
ID:4k567hzV7GOq4XCR8MvYb7ylhEi-jSw6perVxSCjDj3KCIJSONZa6GG9F02mFZU9 WszO Wpi
'1r-0-0 8-11-6 I 17�B�G D4-0 � 3510.2 i C4-9-8 4G-�
td-0 8-116 8-844 9-5-0 8-844 841b 13-0
Srale=1 90.5
SxiOMTiBH �i
5n6 ��
5 �
8.00 12
3x4 i 3xa Q
]x8 �i 5 &t5 B
� 3x6 Q
q 6-6 ]-15 g
I6 8-15
4xfi �i 4x6 O
8 8-M113
t0
.bl� Z 3 �. 141J I-11=i�Y�'0 12
o �� �y a
iB t6 15 13
Bx10 II t5x4 II 3�6 3x8 = 15xn II BxtO II
3x4 = 3x6 =
8-11�6 1]-8-0 D4-4 3540-2 44.9.8
841-6 � BE44 ' 9�5-0�� BE44 ' 8-11L '
Plate Offsets IX Y): 16:0.6-0 04-81 (7:0-3-4.0-2-41
LOADING(psfl SPACING 2-0-0 CSI DEFL in (loc) I/defl L/C PLATES GRIP
TCLL 25.0 Placeslncrease 1.15 TC 0.9� Vert(LL) -0221618 >999 240 MT20 797/144
TCDL 10.0 LumberinCrease 1.15 BC 0.94 Vert(TL) -0.60i6-18 >902 180 MT18H 197/144
BCLL 0.0 Rep Siress Incr Yes WB 0.35 Horz(TL) 025 11 Na n/a
BCDL 100 CodeIRC2006/iP12002 (Malrix-M) , Weight2201b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SP 2400F 20E'ExcepP 70P CHORD Stmctural wood sheathing directly applied,except
4-6,7-9:2x4 SP No.i 2-0-0 oc putlins(4-2-11 max.)'.&7.
BOT CHORD 2c4 SPF Na2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x45PFNO.YExcepP WEBS iRowatmidpl 5-�6,6-15,8-�5
548,8-13:2x3 SPF Nn2
SLIDcR Left 2x6 SPF No.2 2-0.0,Right 2x6 SPF No.2 2-QO
REACTIONS (Ib/size) 2=2109/0-3-8 (min.03-5),�1=2109/0-3-8 (min.0.3-5)
MaX Ho2 2=278(LC 5)
Max Uplift2=403(LC 6),11=-103(LC 7)
FORCES (Ib)-Max.Comp./Ma<.Ten.-All forces 250(Ib)or less ezcept when shown.
TOP�HORO 2-3=-820/0,3-0=2876/202,4-5=26t41232,5-fi=-2301/289,6-7=-1775I295,
7-8=2302/289,8-9=-2fi13/232,9-�0=-2875/202,10-11=-820/�
BOT CHORD 2-18=-26V2261, 1 7-1 8=-8 012 26 1,1617=-80/2261,�5-16=-15/�774. 14-15=-43/2261,
1114=-03/2261,i t-13=-129/2261
WEBS 5-18=0/317,516=-630/199,6-16=-6/608,7-15=0/609,&15=-630/200,8-13=0/3�7
NOTES (10-13)
1)Umalancetl roof live ioads have 6een considered for this design. -
2)W ntl:ASCE 7-05;90mph',TC�L=6.Opsf,BCDL=6.Opsf;h=25ft;Cat.II',ExP B;enclosetl;MWFRS Qow-rise)gable end zone and GC
Exlerior(2)zone;cantilever left antl nghl exposed;end vertical lek and right exposed;GC for members and forces 8 MWFRS for
reaIXions shavn;W mber DOL=t60 plate gnp DOL=t.60
3)Pmvide adequate drainage to prevent water pontling.
4)All plates are'MT20 plates unless otheiwise indicated.
eProv de5mechanewl con eaioo rb o�lhe ssrof truss to b ann I�iatenra ableuof w lhstantlin�100 1b u Ilift at oint s exce t t-Ib 2=103, �i�t}.i`'�"„"t���'�I
) ( Y ) 9P P 9 P 1 ( ) P (I- ) �i. ��.,$�FF) � O��i
11=103. ,��' ... <C„�� r
7)This imss is designed in accordance wilh lhe 2006 Intemational Resitlential Code seclions R W2.11.1 and R802.102 and referenced �yq.�;�{�jiSTi7�.. A��
stantlard ANSI/TPI 7. 4 �. : Q O<, .S}�
8)"Semi-rigitl pitchbreaks with fixetl heels"Member end fxity mo0el was usetl in the analysis antl tleslgn of this tmss. " pp-;�Q i2224 �
9)Graphiral purlin representation tloes not depict Ihe size or Ihe orientation of the purlin along the top antl/ar bottom chortl�. —
10)1. Atltlitional sta6ility bracing for lmss system,e.g.diagonal or X-bracing,is always requiretl. See ; n Q � a _
tt) Bcsn. ' �': �TATE4P - ¢' :
12)23,It is extremety important�o propedy install lemparary lareral resiraint and diagonal bracing,in . 5 9 �� 'V'
13) accordance wi�h BCSI-82 or using proprietary methotls(e.g.Stabilizer,etc.). '%'C��`t(' :'\�yL``
�
LOADCASE(S) Standard ''''��f+tlJ���iih �� :`'\,
--- --- _ .-- - - - July 2.2C14 .
� wnarvirvc w� ein e��r �'���e�c�smmersn�nm�nedg morvroe-msi a ar�msmrma�waa�reaPOen�� .v rya 'a v� � a a � o�insT�,ss
De g Ga 'g tlt� OJR f ceS� t( .0}�<)p 1 .OnyMT k a .pl t st�a�ceuseEforN � J 9 0 gt Le I .TF i E 'g tl g' a �es
acc¢pN olrc5ponsElryl N de iB ��M1 -gl W Cqmpo tJeO �ea� ' .T� E gnassumplom,loatl qGO dl I Clry E Illi p II yp� I r
bula g" �� p til'ty �ih O ne �h Ovn�e� iM1OizBE g t IMB Itl qD 5g fp rAN51?PI1 Late I t itl 'g al M1 - d'o I b tl M1 tl L rs B . �+
I 0 ' h klg ly o�lob "IdqtEl'lyb �g.AtlC�onalmp ryesUaMddgonalbraungb-n s�atilrytl g Icf sihe pnstillyo.Nel tller.
AUOlonalpermane�bultingstatily�mongoft�aoveallsWCwre"sl�erczponsEltyollheOwnerNeOwnersauRionaeeagemorl�eBUltlngDesgnerpn�elRqNel9Cano �
ANSIRPII. ForgeneralOuiEanceregeNingaevgnresponsibiliuez,faEri(alion,qualiryCOnVCI,staage,de�ivery,erevLOryla�eralreslrainlanatlia9onalbraong,wnwlll�elates�eCi�iono�t�e � '
ia0.meiac,nNSirtcitm�ecsis�mmary:neei:,a�vorecs�e��mmgcompo�emsareymm�a�mNa�a��ae�ewmsecnan,w..:eo�e�:i�y.wma�oa�y.ere�ea'�osianaroommrmauo� ENGINEER/NGuC
supplieC In�M1e jobsite pa<kage.TM1e Imss tlesigner or tmss tlesign engineer(also tleLnetl as a specialry engincer)Is NOT ihe Building Designerol Ine�uiltling.
Job Tmss Tmss iype pty Ply FISCMER OBFOOa
18628050
B19A1fi]0] TO6 HIP 1 1
Job Reference lool onall
PROBIIIL�, MOORESVILLE.IN G6158 ]430sOtl142013MiTeklndusines,lnc TueJu10108�.03A5201J Page1
ID'4k56]�z VIGOqOX CRBMvVb7ylhEi-jSwBpGVxSCI�j3KCIJSONZO%GCFFQimFZU9 WszOWpi
1>-0,� 6-5=15 12-9-] I 19-0-14 26840 32-04 I 3&3-9 44-9-8
�1�G-0 6545 63-� 6-3-1 fi-I-12 6-3-9 6-3-] � 6-5-15
5xfi = S�ale=1:84.'.
fix8 -
� B
_�
8.00 �
3r< G ]x4��
6 9
3x8�i
e� 3x8 ��
M1� 5 � � ID
�, i5va4O 6-1] &7 B-�i6 g� 15xd �/
�
4x83 \ 6A9 S11 ;/��y 12x6 ��
','it 2 / \. \ � \ . . 13 �
- 2 � 1518 �.�.�-13 lo
� � 19 18 1] 1B 15 14 °
3z4 = 3rt° 3x8 = 3x4 = 3n6 = 3z4 = Bx8 =
Bx10 II
� 94-tt 19�t4 25-840 3�3 44-9-8
9-]-11 9�5-3 fi-]-12 45-3 9-]41
Plate ORsels(X V)_ :0-3-8 0-1-121,.[8:0.5-8 0_1_12� f13:0-0-0 0-5-71
LOADING(psQ SPAqNG 2-0-0 CSI DEFL in (loc) UdeFl Utl PLATES GftIP
TCLL 25.0 Plateslncrease 1.15 TC 0.61 Vetl(LL) -02314-1fi >999 240 MT20 197/144
TCD'_ 10.0 LumbeNncrease 1.15 BC 0,93 Vert(7L) -0.7> >4-16 >753 i80
BCLL 0.0 Rep Stress Incr Ves NB 0.38 Hoa(TL) 023 13 n/a n/a
BCDL 10A CodeIRC2006/TPI2002 (MaUix-M) WeighC22416� FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No.YExcepP TOP CHORD Stmaural wootl sheathing tlirectly applietl or 2-b0 oc putlins,except
1-5,10-13:2x4 SP 2400F 2.OE 2-0-0 oc pudins(3-7-0 max.):7-B.
BOT CHORD 2x4 SPF No2 BOT CHOR� Rigitl ceiling cirectly applied or 2-2-0 oc bracing.
WEBS 2xa SPF No2'Except' WEBS 1 Row at midpt 6-17,7-17,&17,8-16,9-16
4-19,649 9-14,11-t4:2x3 SPF Na 2
SLIDER Left 2x6 SPF No2 2-0-0,Right 2x6 SPF No2 2-0-0
REACTIONS (Ib/size) 2=2710/0-3-8 (min.0.3-5),t3=2014/Mechani�al
Max Hoa 2=310(LC 5)
Max Uplift2=-108(LC 6),13=-66(LC 7)
FORCES Qb)-Maz.ComplMa�.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-784/0.3-0=-2890/230,4-5=-2669249,5-6=-25871273,6-7=-2146/3�1,
7-8=-1677/298,8-9=-2146/3 V,9-10=-259fi/27f,10-11=-2678252.11-12=2899234,
'12-73=-BO6l�
BOT�HORD 2-19=-238/2277;18-19=-43/2041,�7-18=-43/2C41,i6-17=0/1677,15-1fi=26/2044,
14-15=-26/2044',13-14=-147/2288
WEBS 6-19=-21/421,6-�7=-653/200,7-77=-50/69t,&16=-71/697,9-16=-658/201,
9-14=-25/425
NOTES (�0-13)
1)Unbalanced roo!live loads have been wnsidered for Ihis design.
2)Nhntl:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone and C-C
Exterioq2)zone',cantilever leh and right exposetl;entl vertical left and right exposed',GC tor members antl forces 8 MWFRS for
reaclions shown;Lumber DOL=1.60 plate gnp DOL=1.60
3)Pmvide adequa�e drainage m prevent water ponding. `tit�,i:':i���%t:�{;j�
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *.t�t`,$�,.Fpy � ir��f
5)Rafertoglrtler(s)fortrusstotmssconneclions. �� �C` •r
6)Provide mechanical connection(by others)of Vuss to bearing Dlate capable of withstanding 1001b uplitt at joint(s)�3 except(jblb) ? 4a,'��ST�a+�,"�T�:
z=iae. , � :�sc F�•.,.� •
7)This tmss is designed in accordance witfi the 2006 Inlernationzl Residential Cotle sections R502.111 anC R802.102 and referencetl " �.:� .�.y ' g "
stendamANSI/TPI1. ; P�-i10i_.20 ; c
8)"Semi-rigid pitchbreaks with fxetl heels"Member entl fxily model was usetl in ihe analysis antl tlesign of lhis tmss. - o Q -` � ?
9)Graphical pudin represenlation does not depict lhe size or the orientation of the putlin along Ihe�op and/or bottom chord. v -p-� c��? :
10) 1. Atlditional stability brecing for tmss.system,e.g.diagonal or X-0racing,is always requiretl. See � 9 '• �c+ �
v) BCSI1. `+- a.a� , "tT�,.'�-�'`:
12)23.It is eutremely important ro pmpedy inslail temporary laterel restraint and tliagonal bredng,in �ii ^ �
13) accordance with BCSI-B2 or using proprietary methods(e g.Stabilizer,e�a). w, {���»�t�����fi�j�t�\`\`'
LOAO CASE(5) Standard
. — - - . -- . - - — - — - — - July 2.2014
!. WARNING Plep th gM1ry t� C t l A knowl tlg (of PmB IU St � d T rm I M 1 tl a C �s I .Ve�ty tl g pa � C J t s t0 T
�S pe g Dr ' g UUi DJRt SM1 �( 0}�<�b� seOylATek Gwqt nll�e etll t� t E 'g 0 gi oe I'.Tli t tl 'g tl ng" d 155
rcpla f p tiLlyl �� d 'g olNesnglel mmpon itl pd dn ' .TME g pf I d g Ut t bl y tl ItF p t yp n I
bul� g'S1M1 respons0lryafNeOwner 1� Own ( iM1O' tl g t IP B Itl gD 'g p ANSIITPIi. L t I t � ttl g t M1 ' E"d I � d I tl o B ;F�
arel mpe ' b kl' g ly 11 b lE g taGllyb c O�AOdt aliemp ry e 1 ' �d g I� ' gt ' i Eltytl - g I d )IM1 p tilry liM1et ' s.alle� �
Atl�f nalpermanenib'Id g i tilry0r u g Ilb o II � q m espo �Ily Ith Ovm N O ( 1� � tl g � rt� B ld gDe g p �M1 IRC I�eIBCanO �
AN51?PIt Porgenealgba eregardngd g po �I"L 1b'raton,q Iy Vot torgetlel ryeettonla�e�alresvant tld�g IE 'ngconzul��nelales�ealonoli�e � '°
iac,me iec,nNSUrai t me ecsi:�mman sneei:,a�cm�acsi�e�wme compo�em sareH m:o�„aro�i a.a iame o-om sscn ai�..,V,V.sou�a�n�y.�m a�a a,r reia�ee��siauai o���m�aro� ENGINEER/NGuc
supPlieE In�Oe jo05i�e package.?�e imss designer or Imss tlesiBn enqineer ialao tleGned az a specialy engineer)is NOT tM1e Buileing�esigner o!iM1e b�ilUing.
Job Tmss TmssTyPe �ty Pty FlSCHEROBF-aaa
IBd18059
B16q6303 TW ROOFSFEGIAL 1 1
J b R f f � II
PROBUILO, MOORESVILLE,IN4615B 1.43050tl142013MiTeklntlusNes,Inc. TueJulOtOfi-03:<]301JPaqe1
ID:4k56]hzV7GOq�XCRBMvYb7ylhEi-IqTyEISIS4SR51 DiJALwTOMZ4w WjAT3iHzGaIzOV.bq
xs�io�a zae-io
�1�0��1-1� 60.1� ?J.Q] I]5.9=13 �_�B-5�y�tZ00 �0$_fi �L9-0�
1.40 9-0.11 ]-tl.] 6-01.9 2B-5 1-I.� 0-�.9 }].fi ' 686�i�a�p-I
L14
$tale=1 98.1
Sx6=
1.5v4 II
6xe i Sr12 �i g 5" _
8.�0 t2 Bx6 =
6 �
4
� \ 4-�� t5x4 II
3x6 �i i5x4 I /� 13
3x4 6 5 R
q 422 � I 1
n
6Z1 ZZ2 �y� �Yte s.s = s.s =
�' Oxfi 4 42� �20-6 14 15
j � �4f
3 <-25 20 19 14-19
d22 Bxi6 ' 14-t] 15�10
� oit� II � ert0 � t1-iB 1] � W��°,.�
o b-�z=7d ' - ° ,>,B ,�I
25 Z4 ]3 22 It 18 ' 1] 15
6at0 II t5xa II 3� 3z4 = 5x4 = 15x4 II LSxa II 5xt2 = 2x4 II
se ai o
�6�4� v0�� • M199-_3&5:L]i0_0 �0.9.8 419:H
l.f41 ' ]-11-' � 6.11.9 ' J.9.9 •I.]-1^ }y6 ' 8.9.6 ' 60.3�
0}9
Pia�eonsecs�x,v): �s�.o-a-s.o-i-izl,p�.o-a-a.o-i-izl.[>>�az-ia,o-a-ol.[�z:o-s-iz.o-z-ol,[�s:o-i-iz.o.i.ial[is:o-z-a.o-i-oL[n:o-a-a,ai-a�,fis:o-3-a,edqe�.[zo:o-z-iz,ed9e1,
f22:0-1-8 0-2-4]
LOADING(ps� SPACING p_0.0 CSI DEFI in Qoc) I/deFl L/d PLA7ES GRIP
TCLL 25.0 Plates Increase t15 TC 0.90 Vert(LL) -029 17-18 >999 240 MT20 197/�44
TCDL t0A Lumberinuease L15 BC 0.82 Vert(TL) -O.Bfii7-18 >626 180
BCLL 0.0 RepStresslncr Yes WB 1.0� Horz(TL) 0.37 16 n/a n/a
BCDL 10.0 CodeIftC2006RP12002 (Matrix-M) Weighc2621b PT=20%
LUMBER BRACING
TOP CHOR� 2x4 SPF No2'ExcepY TOP CHOR� Stmc�ural wood sheathing directly applietl, except entl verticals,and
12-14,L5:2x4 SP 2400F 2AE 2-0-0 oc purlins(3-5-13 max.):6�2,14-15.
BOT CHORD 2x4 SPF No2'ExcepP B0T CHORD RigiO ceiling directty applied or 10.0-0 oc bracing, ExcepC
2-24,21-24:2x4 SP No.1 2-2-0 oc 6radng 25-28.
WEOS 2x3 SPF No2'EXCepP WEBS 'I Row at midp� 13-1B,4-23,fi-22,7-22.12-20
10-2�6-23,E22,7-22:2x4 SPF No2 JOINTS t Brace at Jt(s):75,8
SLIDER Left 2x6 SPF No.2 2-0.0
REACTIONS (Ib/size) 16=2006/Mechanical,2=210410-3-8 (min.0-2-8)
Max Ho2 2=346(LC 5) '
Max Upiikl6=-60(LC fi),2=-t66(LC fi)
FORCES (�b)-Max.Comp./Max.Ten.-All forces 250(Ib)or less excepl when shown.
TOP CHORD 2-3=-805/0,31=2879/24fi,4-5=2386/253,5-6=-2225/301,6-7=-200Z317,
7-0=-2236/303,8-10=-2236I303,10-11=-2244/�02, 11-12=-2529/302.7-9=-400/53,
9-�1=-369/49.12-13=3800I485.�344=3823/311, 14-15=2212/188,1518=1994/149
BOTCHORD 2-25=-264/2274,24-25=-1862274.23-24=-1 8 612 27 4.22-23=-47/iB54. 19-20=-14/2469
VJEBS 13-19=-581/247.4-25=0/277.423=-557/173.523=-10/527.6-22=-135/287,
7-22=-1653/103,17-19=-1262411,14-19=-15/767. 1417=-2503274,15-17=-193/2905,
20-22=56/2501.7-20=0/1211.12-20=-73/441, f2-19=-231/1564
NOTES (11-14)
1)Unbalanced mof live loatls have been consideretl for this tlesiyn.
2)W nd:ASCE 7-05;90mph',TCOL=6.Opsf,BCDL=6.Opsf',h=25B;Cat II;Exp B;enclosetl;MWFRS(low-rise)gable entl zone antl GC
F�2erior(2)zone;caNilever left and right exposed�;end vertical lefl and right exposed;GC for members and forces 8 MWFRS for . �57:������+1/��.
reaaions showq Wmber DOL=1.60 plate gnp DOL=1.60 `��>>"i�r��j�`j:�+ +}�
3)Provide adequate dreinage to prevent water pontling. \J� � ,.,,. ,_ a�i�rit
4)The Fabrication iolerence aljoint 20=10Y " �ST� ���
5)This truss has 6een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��P:��G �+''it'+p,'..� �
6)Re`er to girder(5j(or tmss lo truss connectians. "' �:� ,y ' � �
7 Provide mechanical connection b others�of Imss to bearin late ca able oF withstandin �00 Ib u lik at'oint s 16 exce t t-Ib _ F�'��a 12�20 = _
) ( Y ) 9 P P 9 P 1 O P �- 1
2=16fi. - '
= o : ' • �
. 8)This Uuss is tlesignetl in accortlance with the 2006 International Residential Cede sections R502.11.1 antl R802.1 Q2 antl referencetl % ^0 C $TATE % fi :
standard AN51/TPI t � '`� � - '=+ �
9)"Semi-rigid pitchbreaks wiN fixed.heels"Member end fxiry model was usetl in the analysis antl design of this tmss. ��U:o �•� ��"•' ;� .�^~
10)G:aphical pudin representation does not depict the size or Ihe orienlation of the purlin along the�op and/or botlom chord. ��i���' r, "� ^ ,��.��
11)�. Atltlilional slabitiry bracing for Imss system,e.g.tliagonal or X-0racing,Is always requiretl. See �f�,,. �
12) BC511. ' ' /lAlliti: �•
73j 23.Il is extremely important to propefty inslall tempofary lateral re5treint and diagonal breCing,in _ _ �U�y 2,2��d
(S�iinu¢ZfWf��E°2^'��BCS1-82 or using pmprietary melF6as(e.g.Stabilizer,etc.).
� WARNING-Piease�M1 ogM1lyreviewiM1aCuS�omefsNCknwletlBementolPro8ia5�aENTrmsrorMa�ufanumtlP 4a 1 .V 'rytl g p met O C t tli T
OeSgnIXawinBan4t�eDJReteenceS�e t( 031<�G t e .O IyMT k n pl t s �IIOe Mf N W tl g tl gl be IU.T�' t E g 0 g 0 � s3
aaepunceolresponsSlrylo NeEesignoi�h 'gle� sromp �d paean ' .Tn tl 'g pti .I d 9 Ef 't �Ity a o�tn po �f nyp n i B a ;
� IOng� Ih resp ns�iryoliheOwne ih Own f lM1 tl g t P B Itl g0e �g pe ANSI/TPI .i t I t � ttl g at s M1 o bd tl I b e � d bers
I p ' n� kl� g ty II b 'Id g t til'lyb y.Atld( Ile p ry esla�40ago I� � glo' 1 tillytl ' gco t f ' IM1 p 'bl'ty fiM1et ' t II
AJtlI Ipermanem0 Id g t 01'ry0 � g flM1 eroll � cl - �herespo l�yol�� Ow i� Own � Ib ' tl g t t� B-10 g0 vg p 1� IRC NeIBC C
ANSI?PI t Fw pen I g 0 ce regard g tl �g e po s L I t i e raion a �A' t d smr g tl I ry, v1� I t I es�a n� E J go I Wad g consuli Ne la:esi etl( f iM1 �
ieemeiecnNSimiimeecsi:�mma�y:nni.,�darecsi�e�m�„ecom��emsareni����aro��a�aiaeienomsacnai�,.:eo�a�svy.�ma�aa�yreiaiea-�:iauaro�nm��ro� ENGINEERlNG![C
suOPheE in ihe jo�site packeBe.The imss Oesigner or�rvss tlesign engineer ialso tlefinetl as a specialty engineep Is NOT��a Bulltling Designar oi ihe Ouileing..
JOb TmSS TmssTypE �ly Ply FSCHEROBFOOa
1842BB59
0tMt6303 T01 ROOFS>ECIA� 1 1
JbR f f 1 I)
PROBUILO. MOORESVILLE,IN 4fii50 )C30sOq142�13MiTeklnGUSines,lnc. TueJUlOt06:03'4]2014 Page2
1�:4k567hzV7GOq4%CRBMVY�]ylhEi-fqTyEIS1545R51 DiJALwToMZ4wWjAT3iHZGaIZO\Npg
LOA�CASE�S) Slantlard
� WARNING PleaseN gOty e ewNe'Cus�omeYSACknovAeUgemenlalPm&iltlSl C ETefmzforManWaciwetlP C ct I .V 'fyC g pa etersantlreaeaotes M T z
DesA � " gaC�n DJReIe S� t� .�31a)bl .OnNMTk tl plt sM1allOevseO�or�� t -tlesg e gt b I4. T� 1 tl 'y 0 -g'd Iss
accept ftep0 bllyl N d ig fIM1 � 91 t z p itlepctedp � .TM1 d g s pt ,loatl g tl( 'iLlly U � IU- p II nyptl I
�u10 g- �h p blty liheW.+ier iFeOwn t tM1O tl g n�o ��e8 Itl g0 'g pe ANSIITPIt Lale I � � �0 9 at 0 �ntl a I b drh Nmembms Q {-��
relor�nmpresvon0 hl�g ly It ElO g �08lyEef�gAOGt Nlle p ryf t � t/d goale " gtoin sla�irytl gc0 t cl ' N p ��fy Il�et ' 111 ���
AOOlanalpertnanen�b M gstaoly� � golN II 1 a " 1� spo tilty IN Own 1� Om� zaW� OaB � ��� �10 g� g e Oe � IRQt� IEC tl '
ANSIrtPIi Porgen Ig tl eregaia gd �9 pa �01� i Otalon,q I'y t I, �rage tlelvery ere<fo ,lat al esvaim ae g lb ' g, ItIM1 I t 1 Cf fIM1 �°
iac,me iec,nrvsirtai i,me ecsi:�mm��y:ne i ,a�aior ecsi�e�ia�s compo�em s�rey mrormaio��a.a iame irom secA oi w,v.�.:nemo:vv.�m e�a a�y�eia�ea' s�auaro�'�mrmaro� ENG/NEERlNGLLc
supplie0 in�M1e jobsite Oackaga Tpe truss tlefigner or wss dasign enginee��also tlefinea az a specialy engineer)is NOT ihe Building�esigner of iM1e builtling.
,lob TN55 TmsSType Q�y Ply F,SCHEROBF-004
184288fi0
B14416303 TOB ROOFSPEQAL 1 1
Ja�Ref r ( pl n p
PROBUI��, MOORESVIILEIN Ofi158 �<30sOd1<2013MiTeklnGUSlnes,Inc. TueJU1010G.03:J82014 Page1
ID:4k567hzV7GOqaXCReMVYb]ylhEi-91 cKRetNDNaI48nNis900BTNFNSdBC�ajp6BZGVvpf
'1-0-0 6-]41 � 130.14 I 20.0-] I 25-842 � 31-54 31$10 37-9G 445-9 4479�-8
�ib0� 6-'l-11 65-3 6-11-9 5�-5 5-8-5 �- �9 6-�42 6b3 OJ-05
Sz6 = S�'ale=1:Bfi 9
9
Sx8 4 SxB SaU =
800 t2 I S�G �
fi / �¢I� 12
. a a'��.. ..
3xfi �i J B _ 11
3�n fb.00�]Z
3x4 i 5 ��xB 15
C &18
I \� 1
f I d'' \ F'23 6. ] t 71 1 0 \12.18 1415 �'
� 4x6 �i 23 16
1 fi
.�I .:�� Z � �la � - \ te � '�
a �_� —
J
�a 2a �Z zi zo 19 ie i� is
fix10 II 1.Sn4 II :x4 = 3"e 3xB= 1,Sa4 II �x6 3xA = 15x4 II 3x6=
�_6-]-11 � 13-0-14 20:0_� � 25-8-i2�_31-�_31 iB.0 3]-9_6 I 44�9-8
6��41 6-5-3 6-11_9 5A-5 5-8-5 OJ-9 6-0_12 1A-2
PlateOffSetsLVl'. f6:0.4-BO-b12 p'.0-4-10,Etlaej_�10',0-4-00-2-81 f11:0-2-140.3-0��12:03-0,0-2-3],_f13'0-4-12.0-2-8],_f14:0-4-80-2-4� H6'.0-2-BO-1-81
LOADING(ps� SPACING 2-0-0 CSI �EFL in (loc) I/de7 Lltl PLATES GRIP
TCLL 25.0 Plates Increase 7.15 TC 0.81 Vert(LL) -�.te 20.21 >999 240 MT20 1971144
TCDL 10A Lumber lnGfease t15 BC 0.84 Vert(TL) -0.43 23-24 >999 18�
BCLL 0.0 Rep Slress Incr Yes WB 0.97 Horz(TL) �.18 1fi n/a n/a
BCDL 14� CatleIRC2006/TPI2002 � (Matrix-M) WeighL2551b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2'ExcepY TOP CHORD Structural wood�sheathing tlirectly applietl or 2-7-9 oc purlins, except
6-8,8-12 2x4 SP No.1,1-5'.2x4 SP 2400F 2.OE end verticals,and 2-0-0 oc pudins(3-5-6 max.)�.6-�2,13-14. Except:
BOT CHORD 2x4 SP No.i 'ExcepP � �� 1 Row at midpt 7-10
1&22:2x4 SPF Na2 BOT CHORD Rigitl ceiling directy applied or 10.0-0 oc bracing, Except
WEBS 2x3 SPF No.YExcepP 2-2-0 oc bradng:24-27.
6-21,13t6,15-16,10-21,10-18:2x4 SPF No2 WEBS 1 Rowat midpt 4-23,7-21, 13-1fi,10-18
SLIDER Le82x6SPFNo22-0-0 JOINTS iBraceatJqs):t0
REACTIONS Qb/size) 2=2t041038 (min.0-2-8),16=2008/Alechanical
Max Horz 2=360(LC 5)
Max Uplik2=-188(LC 6), 16=-95(LC 7j
FOBCES Qb)-Max.Comp./Max.Ten.-All forces 250 Qb)or less except when shown.
TOP CHORD 23=-77V0,3-4=-2873/255,4-5=-2550/2fi6,5-6=-2431/305,&7=2407/337,
�-8=-1791/336,&10=1791/336.10-11=-1391!299: N-12=-2007/301.7-9=-848196,
9-71=-845/95, 12-13=-2521/310
BOT CHORD 2-24=-272/2274,23-24=-222/2274,22Q3=-117I2021,21.22=117/2021.20-21=-1112t21,
19-20=-111/2121,1&19=-11 V2121.17-18=-122/2251,i6-17=�20/2253 �
WEBS 4-23=-3551131,6-23=0/421,6-2�=-76l650,7-21=867It76,12-'18=-4/51'1,
13-18=-4�2/89,13-V=0/280, 13-16=2796/226,10-21=-70/fi84,�0.18=387/ii6,
s-io=oia�o
NOTES (10-13)
1)Unbalancetl roof liveioatls have been consitleretl for this tlesign.
2)V'lnd:ASCE 7-05;90mph;TWL=6.Opsf,BCDL=6.Opsf;h=25k;Cat.II',Exp 8;enclosed�,MWFRS(low-�ise)gable end zcne antl GC
a�dions shown;Lumbe eDOL 1n601p a�te gn'p O�L=1tl60��I lek antl right exposed;GC for members and forces 8 MVVFRS fo� `ti;l�''�SEF.y���''�ii,
3)Pmvide adequate tlrainage m prevent water pontling. C" � .,..• �C� �y
4)This tmss has been tlesignetl for a 10.0 pst bottom c�ortl live loatl nonconcurrent with any other live loatls. :\�4�. 'V�STfiryi'•.�T%
5)Refer to girder(s)for imss to tmss connections. � � °t-� ' FO'•:tC 6
6)Pmvide mechanical connection(by others)of imss to bearing plate capable of withstantling 100 Ib uplift al joint(s)16 except(jt=1b) " �;� PF ��Q��,�2� i v �
2=188. — —
7)This wss is designed in a¢ordance with the 2006 Inlernalional Residenlial Code sections R502.t 1.1 and R802.102 and referencetl ; e � : � �
siandard ANSIITPI i. � '9 'a ST,�T 'JF J ?�
e)"Semi-rigid pitchbreaks with fxed heels"Member end fxiry model was used in Ihe analysis and desi9n of�his Iruss. :. '9 = ^ �v .
9)Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. ��.e�� „������
10)7. Atltlitional stabiliry bracing for truss system,e.g.diagonal or X-hracing,is aFways required. See ��� ` ' `��
i �
11) BCSH. � q ����:'
12)23..1�is extremely important ro propedy install temporary lareral restraint antl tliagonal bracing,in !)� ������y�\i
�3) accordancewith BCSI-B2 or using proprietary methods(e.g._Stahilizer,etc.). _ _ JU�`J 2,2�14
� WARNING PI N ghty - 1� 'C t ! hcknvM Cg Io�P oBUIC SN a mT I M I tt tl Pmtl tl 1 .V yd 'B V � O tl �s 1� T
Ceg ❑ 'g d1� IXJRl SM1 �( 031<)bfese0lyMTh n plt bll� Mi Nt E gd gt0 IdTtil J gtl g e t �
p�a I po 511y10 �M1etle'g olNes gl 1 p e 10 p[t dh ' .T� tl �g� pl I d g tl( '1 bl�ya tl !A p If yy 1 I D
b Itl g- iM1ere p blry !t� Qv e 0 O � Ih � C B loliM1 B IE gpf 'g p ANSIILPIL L t I 1 IC g t M1 ' d G I b tl M1 N b
I p ' nb kl g ly m�(o b "la gst�Ity� � g.Atldl It p ry slranUd g� Ib �ngt - t �I�ytl g � cfo t�e pons�lryofl�e( ss'nstaller.
AJEfonalpertnanen�buldng5�atilirybrcngoR�eorerall WcWre'ziM1eresponsb'ItyolOreOwn ,I�eOwnersamM1OnzeCagemorthe9ul4�ng�esgnerpnM1eIRQI�eIBGanO
AN51?PILFOrgeneralguitlazemBardingtlesignreaponvhllilies,la0nfation,qualirycontml,stmage,delivery,erection,lateralresvalnlanEtllegonalwaun&�onSUltNelates�etli�anolt�e � �
IRC,;neIBC,NNSI?PIt,NeBCSlzummarysM1eeK,antllorBC51(BuiWirgComOOneniSalerylnlormation)evailaElefmmSBCAalw.vis�dntluslrymmantlanyreNieClns:allationinlomiauon FNGINEER/NGuc
supplieC In t�e lobsite Oackage.iTe W zs Cesiqne�or wss Design enB��e<r(also tlafineO az a specalry enBineer)is NOT IM1e BuilCing�esigner ol i�e Euil�ing.
Jab Tmss �TNSSType pry Py FlSCHEROeFOOa
1842BE61
B144163W T09 ROOF S�ECIAL 1 1
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PROBUILO, MOORESVILLE,IN46158 J43050tt142013MiTeklnduslnes,InC. TUeJU10106-.03:4920t4Page1
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-1-0-0 5-141 10-0-04 1]-0-] 25-8-12 3A-5-13 42-042 ,G49-8 �
1LA 5441 � .A-11-3 � 8-11-9 � Bb5 � 894 � �b45 � 2&12
Scale=1:9a 4
Sx6 =
]
Sx6_= Sx8 =
�� Sa6 = Sx8=1000 12
5 g
� eoo iz a.s =
ai
ts=a �� a
� ��
4. G-1 -15 &15
4x8 i �
SiB 6- 6 B1 3 "�3 9��12 �� �
Y �/ �� I II� 1I,�a�i
i
�—
� 18 �� 1fi i5 �� 13 12 11
BxtO II
'3x8 = 3xifi MT1BH = Ox8 = 3x6 4x6 ° 4i0 = 2x4 II
1.5x4 II
50-0 14 1�0'l 25-8-12 34-5-13 42-0-02 .449-8
10.0-ia ' fi-11-9 ' 8E-5 8-9-0 ' 1-6-15 '2E-12
Plate�-0ffsets(X YY l5:03-12 0-2-01 16:0-4-4.0-2-81,[8:0-3-0 G-2-12J,_f9:0-6-0.0-1-121 fiO:Edge.O-L4 f1t0.2-4 0-1-0] (12:0-2-4 0.1-B1.f13:0-i-8,0-1-81
LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/deFl L/d PLATES GRIP
TCLL 25.0 Plateslncrease 1.15 TC 0.88 Vert(LL) -0.27i6-18 >999 240 MT20 197/144
TCD� 10.0 Lumbe�lncrease� 1:15 BC 0.94 Vert(TL) -0.6915-i6 >776 180 MT18H 197/144
eCLL �9 Rep Stress Incr Yes WB 1.00 Horz(TL) 0.19 1� n/a n/a
BCDL 10.0 CotleIRC2006/TPI2002 (Matrix-M) WeighL2201b FT=20%
LUMBER BRACING
TOP.CHORD 2x4 SPF No2'ExcepF TOP CHOR� StrucWral woodsheathing directly applied or 2-2-0 oc pudins, except
1-5:2x4 SP No.1,6-7,7-8'.2x4 SP 2400F 2�E end vetlicals,and 2-0-0 oc purlins(T-2-0 max.):5-6,B-9.
BOT CHORD 2x4 SPF No2 gOT CHORD Rigitl ceiling direaly applied or 10.0-0 oc bracing, Except.
WEBS 2x3 SPF No2`ExcepC 2-2.0 oc bracing:18-21.
6-15,7-15 8-15:2x4 SPF No2 WEBS 1 Row at midpt 6-�8,6-�5,7-15,.8-15.8-13,9-12,�0-1�
SLIDER Left2x65PFNo22-0-0
REACTIONS (�blsize) 2=2�06/03-e (min.03-5),11=20t0lMechanical
Max�Horz 2=3fi7(LC 5)
MaxLplift2=-138(LC 6).�1=-70(LC 7)
FORCES Qb)-Max.Comp./Max.Ten.-All forces 250 Qb)or less except whenshown.
TOP CHORD 2-3=-9241�,3-0=-2858/244,4-5=2664/244,5-6=2181i240,6-7=22�6/284,
7-8=-2219/284.8-9=-2204/244,9-10=-983/157.10-�1=-2003l152
BOT CHORD 2-�8=-299/2247,17-18=130I2938,�e-17=130/2838, 15-18=�32/2938, 14-15=-80/2223,
13-14=-60/2223, 12-13=-2'I(715
WEBS 5-18=-20/997,6-'18=-1�08/83,6-16=0/294.6-55=1800/217,7-15=926(ifi42,
845=702/�59,&1�9288/198,&13=-138/207Q��2='122B/93, 10.t2=42/1532
�NOTES (��_�q)
i)tJnbalanced.mof live loads have'been consitleretl(or�his design.
2)Wnd'.ASCEJ-05',90mph;TCDL=6 Opsf;BCDL=6.Opsf;h=25ft;Cat.II�, Ezp B;enclosed;MWFRS(low-rise)gable end zone antl C-C
Exterior(2)zone;cantilever lefl antl right exposed;�end vertical lek and rigM exposed;GC for members and forces 8 MVbFRS for
reactions showq Wmber DOL=1 60 plate grip DOL=1.60 �
3)Frovide adequate dreinage to prevent water pontling.
4)PII plates are MT20 plates unless otherveise indicaled. .,,.;!.tiiiiZ��,=�j.
5)This tmss has bean designed tor a 10.0 psf bottom chord Ilve loatl nonconcurrent wlth any olher Ilve loatls. `�a�^�` �p,U'^�.s '??y
6)fiefer to girtler(s)for iruss to Uuss wnnections. i�. �� ,,,,, - �{� �i
7)Provide mechanlcel'connec6on(by others)of tmss tobearing plate capable of withstanding 100 Ih upllft at Jolnt(s)11 excepl�1=1b) ` � '-y�T,—"'_i'�-.'�1!.
r-isa. . �?��44;� ry�G'--�..
8)Thls imss Is tlesigned in ewortlance with Ihe 20061ntemaflonal Resltlential Code sections R5�2.11.1 and R802.102 arW�referencetl �. �������.� .
standard ANSI/TPI t °
9)"Semi-rigid pitchbreaks with fxetl heels"Member end fixity motlel was used in the analysis and tlesign.of this tmss. = m : : �. C
10)Graphical purlin representation doesnot depict the size or the orientation of Ihe purlin along the top and/or bottom chord. � �T�� r�� r,Z. �
�1)1. Atlditional stabilily bracing for Imss system,e.g.diagonal or X-hracing,is always required. See r `• �� �t± :.
12) BCSI�. ..,,;G1�'. t,q a l�:r� i
1
13)23.Il is e#remely important to pmperly install temporary'lateral restrainl antl diagonal bracing,in ��i� �� '�� c`��
�4j eccortlance wilh BC51-B2 0[using�pmprietary methods(e.g.StabPlzer,etc.). ��rt . � .•- f� ti��
� ��li!'.11�11141$'sl
LOAD CASE�S) Standafd� � - �
. - . --_--_-- -- — July2.2014
� wnewNC a� � �n qn�y -' m e � � r n kn i age e 1 r a e m sl a a i � nn r n a p a � r .v ry a g p � e a � s �F r
� g � � g tliM1 �JRt 3h t( 0314)01 .OryMTk d �pl � nllb tlf t� t tl �g tl gl � I'tl_TM1 t tl �g d q d t
c pt eofrepnb�ryf IM1d 'g t�hsgltss pn tdeO �tlM1 .TM1 � 'g pin� l tlg dt �tzbity d Ith p tf ' ypK a �
➢uld g tM1 p sbl�y f�M1 b r,�M1eO f iho tl g t t�eB Ia gp 59 p AN9V'IPI1 L9� al 1 1d g t sF �ntl' tl I b d�h M b
r lrwmpressonPCkingontynotforbu�dngstab'liybracng.AtlaloaltemporaryresVanVd gonalbrao'ngto'n es�ahlrytlunngw imtlo�'stM1eresponstilryoflheluss'nsteller.
Htltlitional permanenl bulltling stability eracin9 of lM1e ove211 slmcWre is lh=responsibilily o:ihe Owner,tM1e Cwnets auNOnzetl agen;or Ne�wltlmg Cesigner,per lM1e IRQ iM1e IBC ana
HN61rtPl L For genaral guitlanca regerding tlasign responsibllifies,�abrl[atlon,quelity rvnlfol,s�orage,Eelivery,erec�lon,laleral reSVain(antl tllegonal breqng,consult Ihe late9 etlitian of�ha '"
iac,me ieq nNan'ai i,me ecs s�mmary snee�:,a�aior ecsi fe��mmg compo�em sare�y mm�mano�l��a�iaeie from sacn ai�.snom�svy.�om a�a a�y reiaiea m§iauano�i�ro�ara� ENGINEER/NGuc
s�poi�ea m me iots��e pacxaqe.me vuss aes�g�er or vuss aesiqn eny�ne>r�aiso aermen as a sveaairy edg��eer)is Nor me a��mmg oes�qner or me n�im�mq.
JOb TN55 TNSSTypE Qty Ply FlSCHERO6F004
IBA2B£62
91941fi303 T10 ROOFSPEGAL 1 1
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PROBUILO, MOOftESVILLE,IN46158 ]430sOq142013MITeklntlusNes,Inc. TUeJU10106:03:50Y014Page1
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1-0-� 0 7�-1q � 1447 19�109 25�-�2 31-645 3]�1 44A-15 44}9-8
-0-�� 7-0-t4 641-5 540-3 5-103 540-3 5-10-3 6-11-14 Od-9
Swle=1:93.0
Sii6 =
]
' 4x8 i � 3x4 Q
6 8
Sx8 = 6xB - \ 3x4 1000�2_
.� Sx12 = 3xfi =
fl00� 4 x� �'IS ].Y &1 9 tt
� 5 � � � ��1
6 � &�6 �10.11
4x6�/ j� ////// ��
. ���� � \��'/ � � 11 �2 � n
3 4-iB 4"� 5-t] 9- 3
2 �
� �--2-i —�.- 121-0 .
18 1] 16 15 i4 13 12
fix10 II t5x4 II Sx8 -3xfi = qxg = 3x6 ° 3x4 = 3xfi =
P-0-14 14-0-� 25b-12 39-5-1 � 44.�J_g_�
1-0-14 ' 6-11-9 11-8-5 11-8-5 1A-]
Plate offsets(x v: a�A-s-a.o-z-41 fs:gaa.o-3-al fs:o-1-4 o-z-ol [s_o-s-o o-3-oy[1o:o-4-e.o-z_41��s:o-a-o o-l-izt f17:o-z-a o-l-izl
LOA�MG(ps� SPACING &0-0 CSI DEFL in Qoc) I/deFl Lltl PLATES GRIP
TCLL 25.0 Plaleslnaease 1.15 TC 0.77 VeA(LL) -0.4315-17 >999 240 MT20 �97/144
TCDL 10D Wmberincrease 't15 BC 0.80 Ved(TL) -t2715-�7 >422 18�
BGLL �.� RepS�resslncr Ves WB 0.H7 Hoa�TL) D:18 12 n/a n/a
BCDL 10.0 CodeIRC2006/iP12002 (Matrix-M) Weight2311b FT=20%
LUMBER BRAQNG
TOP CHORD 2x4 SP 2400F 2AE'ExcepF TOP�CHORD Stmcturel wood sheathing directly applied or 2-2-0 oc pudins, except
5-7,7-9,10-�Y.2x4 SPF No2 end verticals,and 2-0-0 oc purlins(3-4-13 mazJ�.4-5,9-10.
BOT CHORD 2x4 SP No,1 'ExcepC BOT�CHORD Rigitl ceiling directty applied or 2-2-0�oc bracing.
14-56'.2x4�5PF Na2 WEBS 1 Row at mitlpt 5-P,6-15,7-�5,8-15
WEBS 2x4 SPFNo2'ExcepC 2 Rows at ii3 pts 9-12
4-1$4-�7,5-17,313,�b12:2x3 SPF�No2
SLIDER Left2x6SPPNO22-0-0
REACTIONS (Ib/size) 2=2�06/03-e (min.0-2-8), 12=20�0/Mechaniral
Max Horz 2=367(LC 5)
Max Upllfl2=-138(LC 6),12=-64(LC 7)
PORCES (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHOR� 23=-786/0,3-4=-2 8 6 312 24,4-5=-3667l290,5-6=-4566/437,6-7=-2175/298,
7-8=2t73/297�;&9=2942/328 '
BOTCHORO 248=-287/2253,�7-18=-175/2254, i6-17=94I2425,15-ifi=94/2425.14-15=-322037,
13-14=-32/2037.12-13=-�2/2360
WEBS 4-17=-80/1788,5-t7=-289Z339,&�7=-199I2388,6-�5=-1341/250,7-t5=223/1906,
8-15=-642/207,8-�3=-79/646,9-�3=343/�88,9-12=-28971i61
NOTES (�0-13)
1)Unbalanced roof live loads have been�onsidered for ihi5 design.
2)Wnd:ASCE 7-05�,90mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat II;Exp B;enclosed;MWFRS(low-rise)gable entl mne and C-C
6cterior(2)zone;cantilever lefl and righf exposed.;end Vertical leR end right exposed;GC for membeis flnd forces&MWFRS for
reactions shown;Lumber90L=�Bo plate grip DOL=1.60
3)Pmvide adequate drainage to preventwater pontling. �i;,'.�+'}'j?t1p3+3;'
4)This tmss has been tlesigned for a�0.0 psf boHom chord live load nonconcurrenl with any other liveioatls. ,�)" ���.'+r# �
5)Refer ta glrtler(s)tor Iruss to Uuss connections. gC` 2��.... . �'�J�°ir
6)Provide mechanical connectlon(by others)ot Iruss lo bearing plale capable of wifhstanding 1001b uplik at joint(s)�2 excepl Qt=1b) 4��-`��„�r�t5'�'�y:�;°-_��i�
2=138. /J � .��,
7)This Guss is designed�in accordance with the 20061ntemational Residential Cotle sectio�s R502.1 t.i and R8�2.1�2 and referenced '_° �:� � �q.
stantlartlANSI/TPI�. ' g` `��'�"Zd ' °
e)"Semi-rigid pitchbreaks wilh fxed heels"Member end fixiry model was used in the analysis and design of thistmss. ..� �, "«„ .��,,,,_,„N : � _
9)Graphical pudin representation does not tlepic�Ihe size.or the orientation of the purlin along the top andbr bo�tom chord. ^ y:� $TA E�rfl= ;'��. �
�0)t. Atldilional stabiliry bracin9 for truss system,e.g.diagonal or X-brecing,is always required See ^.� =. � �� "o .;
�i) BCSIt � �. � �• 7 a v .;
92)23.It Is eztremely important to pmperry install temporary lateral restralnt and Dlagonal bracin9,in �< ``G v^^�.`�X
�3) accortlance with�BCSI-H2 or using proprietary methods;e.g.Sta6ifizer,etc-). ��l 7 ��+l-�"'. ��.�
� �f iitti113�t"�
LOADCASE(5) Standard _ � -_ _ ,1LIIy2,2014
A WARNING PI N gM1ly -' Ih C t 1 Ahn ftlge 1 fPOB ItlS tl tlT I M tl aP tl t .! .V tytl g p t tl 0 1 iti T
�a O q D � g d(M1 �JRI Sh 1( .03,14)bf .OyMTk ct�plt hllo tlf cM1 t p g p gt � IdTh ! E �g tl g� d �.
�P� f P n blryf IM1�.d. .g t�� � 91 t P n itl PtletlM1 � .lb 0 "9 5 P� ,I d 9 tll s, t PItY e ftM1 P t �YP rt 1 q�}
Cultl g' t� p n hiry �0 O 0 Ow f �M1 f tl g � iM1 B Ia g0e-9 p ANSI/TPI L Lat I � IE g t M1 ��d' tl I b �tlrh tl b � '��
rl p � � 6k1g ty tlblag � bl'ty0 gAtld" It p ry t "t/dg 10 � gio' t �ltytl " gcoi t �� Ih p tily�ft� t � � ill . '
Atltl( Ip anenlD 10 g t tilryb ' g !Ih II l t e� tM1 sp tilty !t� Ow ,tM1 Ow �tp 0 g t iM1 B Itl gC g � p ih IRQiM1 19C a '
AN51?PIL Forgen Ig �tl eregard� gtl g p �II ,f b' lon.q Iry t I/t rg d�l ry ,I t I siranl dd g Ib � g n ItiM1 I t 1 dl !lM1
iac,m ieqnrvsirtvii,meecs:�m arysnee�sra�morecsi�a�ia�gcompooemsareiym�o o�Ia�aiaeiertomsecna��,,.seG�a�si�y.�ma�aa�y�eia�ea-�s�anaro�'orormaroo ENGINEER/NG!.c.
supplied In tM1e IobsM1e Oackage.TM1e wss tlesigner or�rvss tlesign engineer(also tlefinetl as a specialry engineer)is NOT I�e Buildln8�esigner Bt ihe Ouiltling.
Job Tmss Tmss Type Qry PI�FISCHER oeFao4
18428863
Bt46�63�3 TH Common' 1 1
Job Relerer�ce LpCanaO
PROBUIL�, MOORESVLLIE,INC615B ]d305OCt142013MiTeklnEUStries,Inc. TUeJW�t06�03�.502014Pagei
I D�.4k567hz V 7GOqaXC RBMVYb7yIhEi3Pk4sKudl?qOKUxH?IvdSRHqeH?LvXg V0 FCwB3zO Wpd
&t0.] , 11bS I 260-a 34A10
B-10-� 8-]45 8-544 � B-8-6 �
4x6 = Scale=l]]3
a
e.ao iz
�
4xfi 4x6�
3 4.1 4-9 5
3x6 %
� // 3x8 �
2 � 1 �� �
3zB I� � 3x6 �I
1 �
�� ��
m�� =-.ii2 i0-ki `� &-i
13 4 11 10 9 8
4x6 = 3x4 = 3xfi = 3xfi = 3w4 = 4x6 =
n�n i za-o-is 9aaio
' tv]-1� ' 115-3 ' �1-zn
Plate Offsets(X V1: j4'.0-3-0 0-1-12��f13'.Etlqe.0-1-12]
IOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/deFl Vtl PLqTE5 GRIP
TCLL 25.0 Plates Increase 1.15 TC 072 Vert(LL) -0.39 8-9 >999 240 MT20 197/144
TCDL 10.0 Wmberincrease 1.15 BC 0.55 Vert(TL) -0.99� 8-9 >419 180
BCLL 0.0 Rep Stress Incr Ves WB �0.97 Horz(TL) 0.08 8 n/a n/a
eCDL 10.0 Code IRC2006/TPI2002 (Matrix) . Weigh[ �7016 FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORO Siructurel wnod.sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.t'ExcepP BOT CHORD Rigid ceiling.directty applietl or 10-D-0 oc bracing.
10.11:2x4 SPF No2 WEBS i Row at midpt 4-12,4-9,3-13,5-8
WEBS 2x45PFNo2'Escept'
3-12,5-9,�-13,�-8:2x3 SPF No.2
REACTIONS (Ib/size) 8=1553/Mechanic2l,13=�553IMechanical
Max Horz t3=322(LC 5)
Max UplikB=-54(LC 7),�3=-56(LC 6)
FORCES (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown.
TOP'CHORD 1-2=-387/120,3-4=-1 77 012 9 7,4-5=-1724/29�,6-7=33�/�17,1-13=396/135,
7-8=364/131
BOTCHOR� �2-13-90/1482,�1-12=0/t034, 10-��=0/1034,9-10=01'1034,8-9=-13/14�7
WEBS 3-12=-056/284,4-�2=12g(729,4-9=-120/683,5-9=-419/278;3=13=-7642l31,
5-8=-1659/34
NOTES (&11)
1)Unbalanced roof live loads have been wnsitlered for this tlesign.
2)Wnd:ASCE 7-05;90mph',TCDL=6.Opsf;BCOL=6.Opsh h=25k;�CaL II;Exp B;enclaseQMWFRS Qow-rise).gable entlzone and GC
E�cterioq2)zone;cantilever left and right exposed;end vertical left antl iight exposed;GC FormembeB and forces&MN/FRS for
reactions showq W mber DOL=t60 plale grip DOL=t60
3)This t�uss has been desgned for a 10.0 pst boflom chord live loatl nonconwrrent with any ofher live loatls.
4)Refer to girtler(s)far tmss to tmss connections.
5)Pmvide mechanlcal connectlon(by oihers)of truss to bearing plate capeble of w7thstandin8 100 Ib uplift et joint(s)$�3.
6jThis�russ is tlesigned in accortlance with the 200fi Intemational Residential Code sections R502.11.1 and R802.101 antl referenced ,t;i`.'•"'��'% �-
stendardANSIlTPI t g�t�''�4,p=G�ft; "�'dps`
7)"Semi-rigid pitchbreaks withfxed heels"Member end fixity model wasusetl in the analysis antl tlesign of Ihis tmss. ,�'' � .,.. �C r
8) 1. Adtlitional stabiliry 6racing for Iruss system,e.g.diagonal or X-bracing,is always required. See �`���.:�ru},ST�^-,,;��,�'f'�*.��l
9) BCSIt. Ct. (j': _.��
10)23.It is earemey important to property inslall temporary lateral restrain�and diagonal bracing,in "' �«� �� .,�•�� �
11) accordance with BC51-B2 or using proprietary methods(e.g.Stabilizer,etc.). - ' '" �"'�` �� �
u a
LOAOCASE�S) Standard 5 yg'e
Sa.1�.ECl= °T2 .,°'.
;,'�Cj,t,: r�.�:
j%;, � „ , � ,;�:
s� t.: .3l���',��,i>`;
.ifptf!l154:�t:
__. _ � July 2,2014
!. WARNING PI �h gM1ly ' IM1 C t�n f A kn I Cg . !P aB Itl Sl 0 tl i f Md f � tl P tl �'t .V fy tl g p � tl tl 1 5 lh' T
�3� � 'g 0 - g dl� OJRt SF �( .OY14)b ! .OIyM'Tk t pl�e � Ilb dt ih 1 d g tl gt b Id. Tti t d g tl g- d t
ccep� I po bityf IM1 tl 'g f�hes 91 1 p n�tl p�tlM1 ' .Th tl �g s p(� 1 d g a tl( 1 blry d !�M1 p tl yp rt I � d
Oultl g' tM spo Wlty tt0 Cwn 1h Own th tl g � N�B itl gD �g p AN31IiP11. L( I ta itl g 1 M1 � '�d'd I -b ticM1 tl b
f p b I g ly afo b ld g t �lryb c 9 Atltlt II p ry rcenVE g �b ' g� ' t �Ity'4 ng t n � � iM1a ponsbltyohM1e� �nstaller.
Atltlt nalpermanent�uldngstatilryhracngofl�eoveall 1 cwm�sUeresFlonsbilyo/iheOwne,OeO�mefsautM1Onzetl gen�ortheBUlang�esyner,perlhelftQl�el9�antl
ANSI/TPI t Forgena2l guitlance regeNing tlesign responsibiLCies,febn�tion,quality conlrol,storegu,tlelivery,ereUlon,latefel resirein�entl diagonal pradng,consult tne latest eE�(ion ollM1e
iaq�naiec,nNSiRai+,�neacsis�mman�nee�s,a�aro.ecsi(e��m��gcompo�e��sererymm�nauo,pe�asameo-omsacnai�ssa�a�s�n=�me�aa�y.�aia�eerosienaco�mro,mano� ENGINEER/NGuc
supplletl'm t�ejobsi;a packaqe.Tbe�ms aesigoer or imss Ceslgn enginee�lalso delinatl as a spacialry englneeQ Is NOT t�e Buliding Oeslgnerol lhe�uilding_ �
Job Tmss Tmss Type Qty pty FlSCHER aBFOO4
19628864
H144t6303 T12 HIP � �
� Job Referenc�optional)
PROBUIL�, MOORESVILLE,IN65159 >E3�sOtl142013MiTeklnduslnes,Inc. TueJu1�106:03:522014Page1
ID�4k567hzV7GOq�XGRBMvYti7ylhEi-OOrrHOwuHc4kZo5g6jx5ASM7F5cPNRCasYM FyzO'Npb
1-0 � 2-2-0 . 6-5-10 12-5-0 1940-10 2]-0-a 34-9-14 413-8�423-
-0- 2-2-0 � 4340 ' �541fi ' 7b-10 � ]-5-10 � �-540 fi-5-00 tA-0
Swie=1]44
Bxe =
t5x4 �I 3x4= 3x6= 3xB =
Sxfi =
8.00 12 � 5 � �__Sj 0. �_qY pa �
3x0 G 6(t]
QI 8 5 6 �5 8 3 9-13 - 3x6 Q
3 � �
10
2 - - J� 5.1i]
. �' .'�t.9 1]� � - -_ � 11 �
�_,_ e Ia�
21 20 3x4 ° 16 13
Bxe= �5 14
Sx12 = fix10 = 4x6 =
i5x4 II 1.5x4 II 3xi6MT18H = fixB =
6xt0 =
�2_2_0_�i 6-540 � 12-5-0 23-]-� ; 3_4-91_4 I ai-3.8
2-2-0 4a10 5118 tb2-] 1�-P-] BS10-�
PlateOffsets(X Y]: (4:0-5-�2 0-2-01 f9:0-3-�2D-2-0j��11'.0-0-0 0-3-11,_f�3:0-2-8 0-2_0]�[15:0-4�4.0-2� f�7'.0-4-0.0-2-01�[2tEdqe 0-6-21
LOADING(ps� SPACING 2-0-0 CSI DEFL in. (1oc) Iideil L/tl PLATES GRIP
TCLL 25D Plateslncrease 1.15 TC 0.90 Vert(LL) -0.541516 >914 240 MT20 197/144
TC�L 10.0 Lumberinaease 1.15 BC �0.83 Vert(TL) -1.5815-i6 >313 180 MT78H 197I144
BCLL 0.0 Rep Stress In�r Ves WB 1.00 Ho2(TL) 0.36 11 nia n/a
BCDL 10.0 �odeIRC2006lTPI2002 (Matrix-M) Weight�661b FT=20%
LUMBER BRACING
TOP CHOR� 2x4 SPF No2 TOP CHORD SlmcWral wood'�sheathing directly applied, eacepl end verticals,and
BOT CHORD 2x4 SPF No2'ExcepP 2-0-0 oc pudins(2-2-0 max.)�.4-9.
14-i6'.2x4 SP No:i BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WE85 2x3 SPF NaYExcept' WEBS 1 Row at midpt 15-17,6-17,8-13
15-17,8-13'.2e4 SPF No2,24t 2x4 SP 2400F 2AE
S�IDER Right 2x3 SPF No2 LGO
REACTIONS (Ib/size) 21=1931/03-8 (min.0-3-0),11=1921/0-3-8 (min.0-3-0)
Max Hoa 2�=111(LC 5)
Max Uplift2l=�4�(LC 5), 11=-139(LC 4)
FORCES (Ib)-Max.Comp./Mae.Ten.-All fomes250(Ib)or less except when shown.
TOP�CHORD 2-3=-3752/367,3-4=-3053/320,4-5=-4011/491,5-6=3993/492,6-7=-399�/413,
7-8=-399 V413,8-9=22�O1243,9-10=.-2758/203,1041=-11�9/�50,221=-1888/185
BOTCHORO 18-�9=-404/3175, 17-18=-287/2495,i4-15=-411/3694, 13-�4=-4'Ii/3694,
11-13=-143/2�86
WEBS 3-'19=22/387,5-17=-498/178,&18=-706/'123.4-18=0/355,4'17=-319/1881,
15-17=-508/4086,fi-17=-390It19,615=-482(297,8-55=0f536,8-t3=-�827/338,
9-13=-55/�097.2-19=-357/2925
NOTES (11-14)
�)Unbalanced mo(live loads havebeen consitlered for this design.
2)Wnd:ASCE 7-0S,90mph;TCDL=6.Opsf;BC�L=6.Opsh,h=25k;Cat.IP,Exp B;enclosed;MWFRS(low-rise)gable end zone and GC
Exterior(2)?one;cantilever left and right exposed',entl vertical left and right exposed;GC for members antl forces 8 MVJFRS for
'reactions shown',Lumber DOL=1.60 plate gnp DOL=t.60
4)FII plales are MT2orplate9eaol srs o�therwise Pd calt d. .;.�"���''i}';q��f�r'�`'3rIy1
5)ihe Fabfiration Tolerance atjoint 21 =16% t�.,�� 7� *�7e �,r
6)This truss has heen designetl for a�10.0 psf boltom cho�d live load nonconcurrent with any other live loads. ��' ��,�i� ry�.,"�i r
7)Provide mechanlcal connectlon(by others)of Vuss to hearing plate capable of wi\hstantling 1001b vplift at joint(s)except(jt=1b)21=141, ��;:^G.ti" K�'���
�1=�39. rc-}9l�.�:.2{�+ °
8)This tmss is tlesigned in accordance with ihe 2006 Intemational Residential Code.sections R502.1 t� andR802102 and referenced -
s�andard ANSI/TPI�.
9)"Semi-riqid pitchhreaks withfiietl heels"Member end fxiry model was used in the anaysis and design of this truss. :. q:;, � ° 4 '
STA' <3� � I.Q' �
10)Grephiwl pudin represenlation tloes not depict lhe size or the orientation of the pudin alongthe top andlor botlom chord. '+� � -S'� ^ :t% 4
��)1. Atlditional stabiliN bracing for truss system,e.g.diagonal or X-bracing,is always required. See r � •� 3" -S'' ��"
12) BCSIi. . ^'r�� " ��y..\�..`
13)23.It is eutremely important to properly insta0 temporary lateral restreint and diagonal bracing,in ��t
14) accordance wlth BCSI-B2 or using proprletary melhods(e.g_Stablllzer,ete.). �f�ti1tltN!;?ti"`r
LOADCASE(S) Stantlar0 -� -��-- �ll�Y 2,2�14�
� WARNING PI in gM1ty ' �M1 'C t f A kn I tlg 1 !P B"ItlSt tl tlT f M f tt retlProtl is f .V Fy0 'g 0 et santl d ot Ui T
0 g � 9 tl{M1 OJR ( Sh 1( .0314)b( .OIyM'Tk n0018�8 M1llb of t0 t tl g�0 pt 0 'ID. T� l tl g tlf 9� C 1
pt �of espon bllyf �� tl �'g IN sngl II ssCOmpo itl p t 00 �_T� tl �gna-s mpl ,I tl q dt s, t blty tl (1� p it t nyp tl I �
9 Id g- iM1 p � blry I�h O� e �b Own f WM1O tl g t �� tM1e B-Id g D s9 pe ANSVTPI L.L t I 1 �Ce 9 t � ' tl �e I b Gih d b
lorwmpressonOUCkingonly,notforbultlngstatililybracng.AtlOtonalle poraryrestranVtl goalbracng.o-nsueslabltydunngwnsimclon-sNeresponstiltyol�M1e'mss�nslale[ ' ,�
AdOi�ional pe�manenl building s�abllily Orzcing of lM1e ove211 slmcWre is�be�esponsibili�y ol��e Owner,:�e Ownels au�M1Cnxed agen�o���e 6uilding p¢signeq pe�IM1e IRQ N¢16C antl
PN51?PI L For general gWtlance regartling tlesign responslbillties,ta�rifation,qualiry wntml,storage,deiivery,erection,lateral resVainl antl tliagoral'vracing,mnsult IM1e la�esl etlition of Ne '°
iac,me iec,nNSUrai i,me ecsrs�mman�neeos,a�ma�acsi(a�m'�os comvo�eo�sa�ey mm,,,,aroa�a�aname irom seca a��.,.seoma�sin�om a„a a�r reia�ea ms�auano����m.maro� ENG/NEERINGtec
supplietl'm tbe jo�sife packa5e.The�msi pesigner or Imss design engineer(also deline�as a specialry engineer)is NOT iM1e Building�esigner o!Ihe builtling.
Job Tmss TmssType aty Ply FISCHEROBF-a04
18418E65
819416303 i19 HIP � 1
Jcb Reference(op�ional
PR09UIL0, MOORESVILLE,IN46158 ]430sOq142013MiTeklntlus�nes,lnc. TueJU10106�.03:52201J Paget
ID:4k56�hzV7GOq�XCR9MvVb]ylhEi-OorrHOwuHC4kZO5g6jx5ASMCy5dKNReosYM FyzOWpb
1-0-0 2-2-0 . 9-540 1T5-0 184040 25<-0 3L9-1d 41-3-8 423-8
1-0-0 2-2-0 � 7-3-10 � 2-11& &540 I E5-10 6-540 � 9-5-10 1-0-0
Scale=1]44
Sxe=
15x0 II �3x6 =
3x4 - 3x4 = 6x6 =
4 5
� � � v � 0 ]�_5 �
��—
B.00 12 � �
I 61] �
13
3xa i i- 4h0 4�i6 �� &�b }3 12 �
3 �� �3xfi Q 'b
3
10
�
?' 2 . 9 _7§ 1] 1_td 1t .o
a
�-� 18 �d�
2'I 20, 1fi 15 tE 13
Bx9=Sx4 ° 3x4 6x10 = Sx0 = 3x6 - 3xq = 6r8 II
t5x4 I I t5x4 I I
2-2-0 � 9-5-10 12-5-0 22-_l 31-9-14 413-e
� 2�-0 ' ]340 ' 2-11A ' 48] � 48-] I 95-10 �
Plate 0ffsets IX Y1'. [4'0-5-12 0-2-01 f9'0-3-�2 0-2-01 f11:0-3-13 Ed e 13:_0.1-8 0.1-8 15:0-0-10 0-2-81 !�7'0-4-4 0-2-�21 f29'Etlge 0-6-21
LOA�ING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/tleFl L/d PLATES GRIP
TCLL 25.0 Plateslncrease 1J5 TC 0.60 Vetl(LL) -0.3515-1fi >999 240 MT20 197/�44
TCOL 10.0 Lum6erincrease .t15 BC 078 Vert(TL) -t0115-16 >489 �80
BCLL 0.0 Rep Stress Incr Yes WB 0.97 Horz(T!) p.30 1� n/a n/a
BCDL t0A Code IRC2006liP12002 (Matrix-M) � , Weighc 1751b FT=20%
CUMBER BRAqNG
TO?CHORD 2x4 SP 2400F 2AE'ExcepP TOP CH�RD Siructurel wood sheathing tlirectty applletl or 2-2-0 oc pudins, except
47,7-9'.2z4 SPF No2 end verticals,and2-0-0 oc purlins(3-1-8 max.):4-9.
BOT CHORD 2x4 SPF No2 BOT CHORD ftigid�ceiling direcCly applied or 2-2-0 oc bracing�.
WEBS 2x35PFNo.YExcepY WEBS iRowalmitlpt 3-18,6-17,8-13
2-21:2x4 SP 2400F 20E,2-19:2x4 SPF No2
SLIOER Right2x3SPFNo21-6-0
REACTIONS (Ih/size) 21=1931/03-8 (min.0.30), 11=�921/0-38 (min.0-3-0)
Max Horz 21=158(LC 5)
Max Uplift21=73(LG 5),11=72(LC 4)
FORCES (Ib)-Max.Comp./Max.Ten.-All foses 250(Ib)or less except when�shown'.
TOP CHORD 2-3=-39 5713 6t,3-4=-2853/246,4-5=-2660/295,5-6=-2653/296,6-7=-2834/295,
7-8=-2834/295,�&5=2079/255,9-10=2657/236, 10-1'1=-1079/41„2-2'1=-'1882/173
BOT CHOR� 18-19=-414/3375, 17-18=-213/2252.14-15=-220/2727.13-14=-220/2727,
11-�3=-222/2065
WEBS 3-19=-5/444,5-17=-347/143,3-18=-1139/273,418=0/397,4-17=-235I1024,
15-17=-28Z2824.6-17=475/148,6d 5=269/154,8-15=0/318.8-13=-�O6'I 1249,
9-�3=-4�/93�,2-19=380/3217
NOTES (�0-13)
1)Unbalanced roo(live loatls have been considered for this design.
2)W nd:ASCE 7-03,90mph;TCDL=6.Opsf;BCDL=6 Opsf',h=25k;CaL II;Exp B;enclosed-,MWFRS Qow-rise)gable end zone and GC
Exterior(2)zone;cantilever lefl and right exposed�,.end vertical lefl and right exposed;GC for members antl forces&MWFRS for
r=_actions showq Wmber DOL=t60 plate grip DOL=t60 �
3)Pmvlde adequete tlrainage to preveN water ponding- ,Sh14?3!1'rp�;i,r
4)The'Fabrication'Toleranceatjolnt2�=i6% xs }.0 ` f�
5)This tmss has been designetl.for a��0.0 psf bottom chord live loatl nonconcurren�with any other live loads. .v�`Y.i s Ff �`�/�
. G� r
6)Promde mechanical connecilon(by others)of tmss lo beanng plate capable of withstanding�00 Ib upllft a�joint(s)21,1 L ��'., r�tiaT'�� ?*.'�� ,.�,
7�ihis truss is designed in accortlance with the 200fi IMemational Resitlential Code sections R502.11.� and R802102 antl referenced � 'L '{t� `F�} t� "
=tandard ANSVTPI 1. " �i �`� "
e)"Semi-rigid�pitchbreaks with fixed heels"Member end fixity motlel was used'm Ihe analysis and design of this tmsa �`-t 3�'��2"�� �
9)Graphical purlin representation does�not depict the size or the orientation of Ihe purlin along the top and/or bottom chord � s ; _ � �
10)t Addi�ional stability bracing for tmss system;e.g.tliagonal or X-bracing,is always required. See ^ .p? ' �
��) ecsi�. ,� �TA�= ���°
12)23.It is exbemely importanl to�pmpetly install tempotary lateral restraint and diagonal bracing,.in �.,>�� ` 5�
13) accordance with�BCSI-82 or using propnetary methods(e.g.Slabilizer,etcJ. . °�^s t` �/"��k'���
i S i { t�j
LOADCASE�S) Standartl � ylf fjtttt�lt!�.9;t�--,
.-- ---- . _ . _ July 2.2074
A 'NARNING PI �M1 9M1ly� ' �M1 C � f Ak Itlg � IP B IdS� a CT t M t � OP tl �'f .V tytl �g p 1 d a � 5 N T
�8 � �g p - g dih �JR ! Sh t( .0314)6( OIyAATk q p11 htlb df iM1 t tl �g o gt U IdTh t tl �g tl g� C t
¢ P� f 5P bityf IM1J 9 ltF� ' 91t GaP �4pt4F ' :TM1d 9 pl ,I tl9 tll lhltY tl fIM1' P �! YPh I
�ultl g- Ihe p �Ity !�h Own tM1 Ow ( ih d g t In 8 Id g0 g p ANSITPII. Lal I 1 Itl g t � � d�C I b tl li 4 �b B ,�
erf p� o klg ly �I blQgitil�yb 9AdC'1 li p ry t � odg Ib ' gt ' � �Irytl -ng Ic(� � 1� p bity (�M1 s - � I�er.
Atldf Ip manentb Id g t b'I'ryb g ft� II t i - N� esp blry ft� O ih O �� d g 1 iM1 9 Itl g� g �p lM1 IRCtM1 16C tl �M
AN51/TPIL Porgen ralgutlanceregaNngtlesgn esponsl+lt I b�raton,q altymniml.stcr g .d I� ry erett I teralrestran�antltlagonal0acng,mnsultNelatest d( o��M1e�
iac,in iec nr�sirtai i me ecsi:�mmarv�naa�s,e�amr ecs�e 'iamy comqo�ao�saiery mro r �a�n�iame trom saca a��,w,.seo�a�so-y.wm a�a a�y reiaiea'�:�an i ' m,maron EN6INFER/NG[�C
supplietl In I�ejo�site package.TM1e�mss designer or imss tlesign enginee�(also tlefired as a specialry engineep Is NOT IM1e Builtling Designer of I�e builtling.
JOL TN55 TmssTypE Qty Ply FlSCHEROBF-004
1842BF66
814C16303 T14 HIP � �
J b R f (op�@I)
PROBUILO, MOORESVILLE,IN46t58 ]<3�sOtt142013MiTeklndusVies,Inc. TUeJUlOtO6�.W:532�14Paget
1�:4k567hzV7GOq4XCReMvVb7ylhEi-U_PDVLxW1wCbBygsgRSKj3vLSVzP6voy5CQaoOzOWpa
4-0-0 &20 � 73-13 12-540 20-142 I 28-9-14 34414 41-3-8 -3-8
�-0-0 2-2-0 � 51-13 � 5-0-13 � 8-2-2 &2-2 � 64-9 � 6.4-0 -0-0
Swle=1]5]
Sx6=
3x8 = 3xB =
6 � g Sx6 �
�_.. B
8_R -
e.00 is
3x4 �i 3x6 Q
5 �.p0 10 3x< J
� 15 � H
f nx8 �i 6-19
c� ]-�5B 9-'
3xfi�i II
q 5- 1 5'� I ��^ 3x6���
3 I -�6 11�95 12
�. � . I
m � 1 _ $
�2324-.2 20 4_l8- - - � l0 14
21
26 23 3s4 = 19 18 �� 16 15 .
8x8 II px4 II gx�2 - qxb = 3x6 = 3xB= 1.Sx4� I I 6x8 II
4x�0 = 3>5 II �
� 2-2-0 � ]-3-13_� 12-5-0 20-]-12 28 9-14 3aq1-] � 41-3-8
� 2&0 ' S-1-13 54-3 8-2-12 8-2-2 fi-1-9 6a4
Plafe OHsets(X V1: f4'.0-1-8 0-1-12]�6:0-4.4�0-2_41 �9�.03-0 0-2-31�L8_0-2_8 0-2_Ol f20�.0-6-0 0-2-4]�[22'0=4_4 EdqeL f24'.Edqe 03-81 ,
LOADING(ps� SPACING 2-0-0 CSI DEFL �in (loc) I/tlefl L/d PLATES GRIP
TCLL 25.0 Plateslncrease 1.15 TC 072 Vert(LL) -020 18 >9S9 240 MT20 �971�44
TCDL 10.0 Lumber lncrease 1.15 BC 079 Veh(TL) -0.54 18-19 >917 180
BCLL �0.0 Rep Stress Incr Yes 'WB 0.94 Horz(TL) d28 13 nia n/a
BC�L 10:0., Code IRC2006/TPI2002 (Matrix-M) Weight 1821b PT=20% .
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD SUUCtural wood sheathing directly applied or 2-b0 oc purlins, except
BCT CHORD 2x4 SPF NnYExcepY end verticals�,antl 2-0-0 oc purlins(2-2-0 max.):8-9.
4-23,6-19:2x3 SPF Nn2 BOT�CHORD Rigid ceiling tlirec[ty applied or 10-0-0 oc bracing, Except.
WEBS 2x3 SPF Na2'Eiccept' 2-2-OOC bracing:15-27.
7-20,7-i6'.2x4 SPF No2,2-24:2x4 SP 24�OF 2AE WE85 1 Row at m dpt 7-20,7-�8�,7-i6
SL!�ER Right 2x3 SPF No2 1-6-0
REACTIONS (Ib/size) 24=�93Z0.3-e (min.0.&0),�3=192V0.3-e (min.0-3-0)
Max Horz 24=2�4(LC 5)
Max Uplift24=-74(LC 6),13=71(LC 7)
FORCES Qb)-Max.Comp./Max.Ten.-All Forces 250(Ib)ror less excepl wM1en�shown.
TOP CHORD 2-3=-3690/232,3-4=-36 2 312 44,4-5=-3014/237,5-6=4510/274,6-7=-20031262,
7-8=-1885/259.8-9=-1885/259.9-10=-2261/265,10-11=2377/228.it-12=-2749/225,
12-13=-1057/0,2-24=-�898/166
BOT CHORD 23-24=-73/272.422=4I370,2L22=-290/3P8,20.21=-17Z2452,6-20=-34/9t7,
18-19=0/263,�7-18=-�23/2257,16-17=-123I2257, 15-16=-782192 13-15=80/2�92
WEBS 4-2�=-740/�34,5-21=0/354,5-20=603/123,18-20=-13820�0,7-20=-5�5/�84,
7-16=-683/�80.9-16=20/795.�1-16=-4aZ144.2-22=-201/2749
NOTES (�0-�3)
1)Unbalanced mof live loads have been wnsitlered for this design.
2)'Nndi ASCE 7-05;90mpfi',TCOL=fi Opsf',BCDL=6.Opsf;h=25ft;Cat. II', Eep B;enclosed;MWFRS(low-rise)gable end zone and GC
6Rerior(2)zone',cantilever lek antl right exposed�,end vertical lefl and right exposed;C-0 for members and forces 8 M WFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=t6o
S)TheFabncationtTolera ceeatjoint24tw�/rponding. , k i � t�pr��jr
5)ThisImss has been tlesignetl for a 10.0 psf bottom chord live load nonwncurrent wifh any other live loads. �C�` �a�' ��; ��
6)?mvide mechanical connection(by others)of Iruss lo bearing plate capablebf withstantling 100 Ib uplifl�a�joint(s)24, 13. M1�Aa.�.'�{y}.>7� �r.'���'�,.!
7)This lmss is designetl in accordance with Ihe 2006 Intemalional Residenlial Cotle sections R502.1 t.i and R802.102 antl referenced „S.j �
standard ANSI/TPI i.
.'�`. �i 2 `<' �J =
e)'Semi-�igitl pitchbreaks with fxed heels"Member end fixiry model was used�in the analysis antl tlesign of this truss. r;.-{S Qt??2� ' _
9)Graphical putlin representation does not depict:the size or the orienta�ion ol the pudin along the top and/or bottom chord = �, W « m '
�10)L Additional stability bracing For imss system,e.g.diagonal or X-bracing,�is always required. See � .�; r�,T �r�c ; r,�p,. Y
11J BCSI1. ' '.h '.,/'`� .�
12;23.It is extremely importanl to propedy install lemporary lateral resvaint and tliagonal bracing,.in r �,a• %' -*+�'.:".=»�° ,i~
�3) accordance with BCSI-B2 or using propriecary me�hods(e.g.Stahilizer,etc.). '%'q � '• -'.),Y =0�'��:,���
' /t, St'�°�aLY �> .
LOADCASE�S) Standard ��'i�tOHpit�15'�
. -.--- -_-. . -- --- . . -_ July2,2014
� WARNING� PI iM1 gMY � �h C � f A k I dg t IP B Itl 5t d d T f M l a tl P J tl ! .V ry tl gn p t tl tl i s N T s
p g p ' g tl�M1eOtJRf SM1 t( .a314)bf OIyM'Tk � plt M1IIO 01 t� t 0 g tl gt E Ia.TI � E '9 tl g d t
ac p� eot p �Iryi in tl g fiM1 ' gl t m p �tl ptt tlp " .Tn tle�g pt .I tl 9 tll , t blry tl tlti p If Yp h I
b Id g' t� I p Olty ttM1 Ow e iM1 Ow Y l� d g t t� B Itl y� �g p IANSI/TPI1. L t I re 1 itl g t h �" d tl I b tl M1 N b �
� p�" b kl g ly It b ltl g � tiltyb g AGQO It p � � � Ld' g Ib ' gl ' I blry�� g t t t� ponstif�yoitM1ei ' t ll �a
Atldt Ip anenib Id g � tilry0 g f�M1 �II 1 t " N sp tilry t�ti O 0 O f 1� tl g �� iM1 B Itl g0� g pe IM1eIRC tM1eIBC 0 . �
ANSI/TPI1. Frgen Igtl ceregartlgtl q ��p Llt I�� lon,q Ity il t q tll ry� d It I sVant tltlg . lb �" gmnsupihelatest T !iM1 �^
iac,neiecnnsuraiimeecsis�mma�y:nee�:,a�amracs�eeicogcompo���isareyf�mma�o��a�aiaeier.omsecna��,.e��a�:v�.�oma�aa�yreia�ea��:�aur��'omrmaro� ENG1NEfRING�tc
supplietl In iM1e jobsite package.The Vuss designer or vuss Design engineer(also tl�Lned as a specialry engineep Is NOT Ihe 6uiltling�esigner ot tM1e building.
Job Tmss Tmssiype ary Ply FISCHEROBF-ao4
IB4288fi]
B1441fi303 T15 HIP 1 1
Job Referenc@JoO�iana0
PR09UILp, MOORESVILLE,IN 46158 )6JOSOdMI013MTeklntlusGes,lnc. TueJU10106.�3�.552014 Page1
ID�Ak56]hzV7GOqoXCRBM W b7ylhEi-QNXzwiymaXTJQGqFnsUooU_hvlfraolEYVWhsHzOWpY
-1-0- b2-� � �-3-8 12-5-0 . 15-5-10 � 20-1-12 269-04 335-] 413-8 423-8
-0-0 2-2-0 � 5-5b � 5-1-8 � 3-0.10 � 5-22 ' S-2-2 � �-1-9 ]-10-1 1-0
6xfi = Scale=l'.]5.9
3xa = 6xfi =
]
�_ i�9
2x4 II
aoa iz �
6 �
3x8 J
10
3s4 i - 3x4��
9-1 1] 11
5
3xfi 6 �20
p � 9.t � Pt
6-Y ////
_ 4xfi�i 4 �� 1Y-1� �
3 5 � S2 � 3xfi�J
t1 i5
��II �/ 12
/a an 2z '�
� ya -ry�y—�z��— H�� �— � �ao
o f/ 21T4�2 �zo�- __. -�—T-?9.?g l0 1a
2� � �
24 23 3x6 = t9 i8 �] 16 15
BxB I� px4 II 6x16 = 4x8 = 3x8 —3x6 = �5v4 II 6xB II
4x10 = 2x4 II
�2-2p_� ]-3-8 12-5-0 ;_1¢5-10 25-944 335-] � 4;-3-8
2-2-0 5-1-6 54-8 � 3-0-00 10-4d ' �-'1-9 �-10-1 '
Plate Offsets(X�3;f 0_l-�2 0-�-121�f7:0-3-�2 0-2-OJ,[9:0-3-8 0-1-121 �18'0-3-0,0-1-121,f20'.0-5-B.0-2-47 f22:0-4-4 Edqel f24Edqe 0-3-8]
LOADING(ps� SPACING 2-0-0 C51 DEFL in (bc) I/deFl L/d PLATES GRIP
TCLL 25.0 Plates Increase 1.15 TC �75 Vert(LL) -025 17-18 >999 240 MT20 197/144
TCDL �0.0 Lumberincrease 1.15 BC 0.72 Vert(TL) -0]417-18 >6b� 180
BCLL 0.0 Rep Stress Incr Yes WB 0.94 Horz(TL) 027 13 n/a Na
BCOL 10.0 Code IRC2006/TPI2002 (Matrix-M) . Weight 201 Ib FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORO Stmctural wood sheathing directly applied or 2-2-0 oc purlins, except
BOT CHOR� 2x4 SPF No2'EzcepP end verticals,antl 2-0-0 oc pudins(42-�4 max.):7-9.
3-23,6-19'2x3 SPF No2 BOT CHORD RigiB ceilin�directly applietl or&2-0 oc bracing ExcepC
WEBS 2x3 SPF NnYExcepP �1 Row at rtidpt &20
7-18,8-18,8-R,9't7'2x4 SPF No2,2-2A;�4 SP 2300F 2DE WEBS 1 Row at m�idp� 7-18,&18,8-�7;��-P
SLIDER Right2x35PFNo2bS0 �
REACTIONS (Ib/size) 24=1932/03-8 (min.0-3-0),13=1921/03-8 (min.0-3-0)
Max Horz 24=251(LC 5)
Max Uplift24=-BB(LC fi),13=-85(LC 7)
FORCES �Qb)-Max.Comp./Max.Ten.-All forces 250 Qb)or less except when shown.
TOP CHORD 2-3=-3686I228,34=-30t6/201,4-5=2953/223,5-6=-2516/260,6-7=-2465/349,
7-8=-tfi86/261,&9=-1702/265,9-�0=-2040262,10-'11=-2199/2'16, 11-12=27331221.
12-�3=-'I 034/0,2-24=1899H 59
BOT CHORD 23-24=-76/271,3-22=-1I373.2L22=-217/3�70,20.21=-W/2457,6-20=-279/139�,
17-18=-2'I/"I764.16-17=-58/2t69.15-�6=-5812169, 13-15=-it&2169
WEBS 3-21=-728/146,5-21=0/345,5-20=-605It22,18-20=0/1638,7-20=-186/�088,
B-�8=390/�90,8-�7=-375/200,9-t7=-24l711, 11-17=-598I181, 11-15=0/268,
2-22=-15712�45
NOTES (10.13)
i)Unbalanced roof live loatls have been considered for this tlesign.
2)Wnd:ASCE 7-05;'90mph',TCDL=6.Opsf',BCOL=6.Opsf;h=25k;Cat.II',Exp B;enclosed�,�MWFRS pow-rise)�gable endzone and C-C
�Exterior(2)zone;cantilever left and right exposed;entl vedical lek and right exposed;GC for members and forces 8 MWFRS for
raactlons ahowq W mber DOL=1 60 plete,9np DOL=1.60 "43 i i 9?r,;,i
3= :
3)Pmvide adequate tlrainage to prevent water ponding. .:�'���� �j.�, �`if,y
4)The Fabrication Tolerance atjoint 24=�7% +�' S�•,••,#.�,�'� 'rr
5)This tmss�has been designed for a�0.0 psf boitom chord live load nonconcurrent with any other live loads. `" c�.�.'s,�i�+,$?iry'�."���+
6 Provltle mechanical connection b othe�s ot truss to bearin late ca able of withstantlln 100 Ib u lift at'oint s 24,13. �
) ( Y ) 9 P P 9 P 1 ( ) '�'~"� ':^�' �<7'� Kn�"
7)This Iruss is designed in accordance with the 2006 International Residential Cotle.seclions R502.11.1 and R802.102and referenced '� �t` �
s pc_j±0�2'S2(j :
standardANSI/TPIt � —
e)"Semi-rigitl pitchbreaks with fixetl heels"Member end fixity motlel was used in the analysis and.design of�his tmss. ; E, y : y �
9)Graphical putlin representation does not depicl the size or the orientation of ihe purlin along ihe top andPor boHOm chortl. �.' � e rv,���� _ ;'q,. ,�
10) 1. Addifional stabiliry bracing for iruss system,e.g.tliagonal or X-bracing,is alway5required. See f:..y�^. ~ � .u .Y
�1I BCSit I-; ,- . " v ,��.
x
92)23_It is extremely Importanl to properly install temporery Izteral restralnt and dlagonal bracing,in ��rr � �. ��` '��V
13) accordance wiUi�BGSI-B2 or using proprietary methotls(e.g.Stabilizer,elc.). �� �f �d » `^°��'
. ' � t!i!{5. 1��
LOADCASE�S) Standard __ _ '.__'_'__ _. .,!U�Y2,Z�Ji-":' _
� WARNING PI -in gM1ty ' U C �om f A k I tlg l !P B IJ SI tl J Temi t M t ct tl P d ct '! .V y tl g p t tl d 1 iti T s
D g 0 �g tliM1 DJRf 6p t( .a3fC)bl .OIyMTk t Olt M1 Ilb ed! �� � tl �g d gt �e Itl TM1 t 4 'g tl g d t �sG:����
accePt f P blryi iM1�tl !B !iM1 ' BI t p �tl P�tlM1 � .Th tl '9 e Pi I tl g tlt . t blry 0 tl� P t! YP h i g
hultlng� Ih po biry f1h Ower(M1 Ovm ! N ' tl g t 0 B IEngDe�g p ANSVTPIti � I t tc g t h " d C I b tl M1 N � W
r f p - b kingonly �tolb �IC g � tilty0 g.Atld'I II p ry stran4d g Ib -g t bllytlunng t cl ' Vte p nsolryollhelussTStaOer.
Adtl� nal permanent U l0�ng sta�I ty Crac ng o!iM1e ove211 sVUCW re�s IOe respons b I'ly ot IM1e bw .L Ne Ownef auth x¢d ageM or Ihe Bu Itl ng Oes gner p r 0e IRQ Ne 19C antl
ANSIRPI L Fo�general gu�tlaocz regatding Oeslgn responsiDillties,[a�(itetlory quelity rqnVOl,slomge,dellvery,erection,leleral re5leeinl entl tliyomel breang,consull ihe lalesl edillon o!Ne
iac,�ne iec,Ansurari,me ecsi s�mma�y snee�:,a�aro,ecs�e��in'ioe comaooem sareiy mro,maimN a�aname o-om secA n�www.:ea�a�s�x�o��a�a a�y reia�ea��s�auam�mro,maro� ENC/NEER/NG[tc
supplletl In IM1e jobsile packa9e.T�e iniis designer or suss tlesign engireer(also tle(ine0 as a speclalry engineep is NOT iM1e Builaing�esigner oi t�e tiuilaing.
Job. Tmss TmssType �ry Pty FISCHEROBF-aoa
I8428868
B1C416303 i16 PIGGV9HCKBASE 3 1
J b R t ( f p
vn�eui�U, MOOHtSNLLtW 9fi1h9 Z43050tl]42111iMiTeklndusNes.Inc TxJU10106'03562014 Page1
IO:4k56�hzV7GOq0XCRBMvVb7ylhEi-uZ5 V NzOLrbA2PPRLZ?i KiXaiOeJFZOnAfEPjzOWpX
-1-0-p 2$0 � ]-3-8 1&5-0 � 1541-0 25-4-4 33-240 413-8 423-8
1-0 24-0 � 5-1-8 5-1-8� � 3b�4 � 9-5-0 ' ]-10-6 8-044 1A-a
6x8 = Scale=1:]'6
5x6 ��
� B
�
e.w �z z.a II
fi �
3v6 ��
3x4 % 9 3x4 �
/ 1-16
10
3x6 4 5 A-d9 ' .
]�t 9 1
� 6+i8/
4
bn6 �i 1616
91
pt 3 1 � �lO is 19 / _q—�. \ '� 12a
10F14
�- �
.� .2a . —1R:1'� I� is.
23 22 3x4 = 18 1] 16 �5 1a
BxB II �x4 II - 6x8 = 3x8 = 3x9 = 3x6= �.Sx4 I I 6x8 II
6x1C = Zx4 I�
�p-Z-a . ]3-8 1&SO 15-114 25_4d 33-2-10 41- .B
2-2-0 ' 5-1-8 5-Le 3Ed 9-5-0' ' ]-t0E ' BA-ib
Pate Offsets(X Y1' f3'0-1-12 0-L121 f7-0-5-12 0-2-01 f8'0-3-8 0-2-8]�[17'.0-2-4 0-1-8] f19'.0-3-8 0-2-81 f2�:0-4-4 Edqel 123'Edqe 0-3-81
LOADING(ps� SPACING 2-0-0 CSI DEFL in (bc) I/defl Vtl PLATES GRIP
TCLL 25.0 Plaleslncrease 1.15 TC 079 Vert(LL) -0.191fi-17 >999 240 MT20 ig7l�4q
TWL �0.0 Wmberincrease L�5 BC 0.69 Vert(TL) -0.57�16-�7 >87t 180
BCLL 0�.0 Rep Stress Incr Ves WB� 0.94 Horz(TL) 026 12 n/a n/a
BCD��. �0.0 Code IRC2006liP12002 (Matrix-M) � WeighC�991b FT=20% •.
LUMBER BRACING
TOP CHORD 2x4 SPF No2'Except' TOP CHORD S�ruclural wood sheathing directly applied or 2-1-0 oc pudins, except
7-8'.2x4 SP 2400F 20E entl�veM1icals,and 2-0-0 oc purlins(3-1 b6 maxJ:7-8.
BOT CHORD 2x4 SPF No.YExcepP BOT CHORD Rigid ceiling directly applietl or 10-0-0 ocbracing, ExcepC
3-22,fi-18'.2x3 SPF No2 2-2-0 oc bracing-:1426.
WEBS 2x3 SPF NnYExcepY 1 Row at midpt fi-19
7-19;7-17,7-�6,8-16:2x4 SPF No2,2-23:2x4 5P 2400F Z0E WEBS i RoW at midpt 7-17,7-�6, 10-�6
SLIDER Right2x35PFNo21-6-0
REACTIONS (Ib/size) 23=1932/03-8 (min.0-3-0),12=192t/0-3-8 (min.0-3-0)
Max Horz 23=258(LC 5)
Max Uplik23=-90(LC 6),12=-87(LC 7)
FORCES Qb)-Max.Comp./Maz Ten.-All forces 250 Qb)o�less except when shown.
TOP CHORD 23=3685I225,3-4=-3018/202,4-5=-2947/221,5-6=-251fi/258,6-7=2438/344,
7-8=-�6801269,8-9=2014/264,9-10=2170/217, 10-1'I=-2726/2'I8.i b'12=-'1024I0.
2-23=-1899/�57
BOT CHORO 22-23=76ID1,&21=-1/373,20-21=-221/3128,19-20=-85/2458,i6-�7=-28/1667,
15-16=-53I2�59,�4-15=53/2159.�12-�4=-127I2159 -
WEBS 3-20=-724/148,5-20=0/345,5-19=-609It21,iT-19=0/1599,7-19=-179/1023,8d6=0/578,
t0-16=-610/183.10-�4=0290.2-2'1=-164/2�44
NOTES. (t0-13)
1)Unbalancedrbof live loads have beemconsitlerea for this design.
2)W ntl:ASCE 7-05;90mph',TCOL=fi.Opsf',BCDL=6.OpsF h=25ft',Cat.II;E*p 8;endosed;MWFRS Qow-rise)gable end zone and GC
Exlerior(2)zone',cantilever left antl�right exposetl�',entl vetlical left and right exposed',GC for members antl forces&MWFRS for
reactions shavn;Lumber DOL=1.60 plate gnp DOL=1.60 ��,{y,t.�•.i';`r'Y
4)TheFab�ication,Toleran eeatjoint23tw�/rponding. �,�+"�4;�<,�i�� U?+}r
5)This tmss has been designed for a�0.0 psf bottom chord lide load nonconcuirenl with any other live loads. '''" "''' ,�T•� fi"�'}.�',,
6)Provide mechanical connection(by others)of lruss to bearing plate capable of wilhstantling 100 Ib uplift at joint(s)23,12. � 'L-�'��� ��°ii'-,i�l"'
7)This tmss is tlesignetl in accordance with the 2006 International Residential Code sections.R50211.i and R802,102 antl reFerencetl ' �:Y - ' � '"
standard ANSIlfPI L
!"C-�ti�la�.ry�J e
8)"Semi-�igitl pitchbreaks with fixed heels"Member end fixity motlel was used in the analysis and tlesign of this tmss. =� � � a � q
9)Graphical pudin representalion does not depicl the size or Ihe orientalion of the pudin along�he top and/or holtom chord. .p e+- '^
STAt�`JP .. �
�O) i. Atlditional stabiliry brecing for tmss system,e.g.tliagonzl orX-bracing,isalways requiretl. See '=a • c+ .^.
11) BCSI1. � � *�N9^: �l"; �
12)23.It is estremely importanl to pmpedy lnstall temporary�laterel restraint and diaBonal bracing,ln rr,,� � � �y:>`'�{.'
13) accordance with BCSI-B2 or using.proprietary melhotls(e.g.Stabilizer,etcJ. ��t����'�t,t:?''
� 'll/ItlltSt4i1�'�
LOAD CASE�S) Standard _ _ !IJIy 2,20?4
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mpt f p �Ityf Ihtl 'g t0 ' glt s p tOpcYCM1 .TM1tl-g pt I tlg dt lblry tl fN p tf ypticlr �
bultl g- P p � blry N O r ih O �� l ih tl g t ih B Itl g� 'g p qN51?PI1. L t I t � id g at � � d �tl I b tlrh rtl nb rs
er ! mp � b kl g y, olfo b 10 g t bllyb ' g.AtlCl Il p ry �ani,tleg I�� � gt - �tiltytl g t t ' tM1e ponsbilyotNat -staller_ �
Atldl nalpermanenlbulOngs�aGli�ybrungofNeoverall � cWre"sl�eresponsbllyoliM1eOwneqVeOwne(saulhonzetlagentorlOeBultlng�esgnerprlM1elRQNeIBCantl �.,. ,,,�,�
AN51?PI t For general guitlance regaNing tlesign responsi�ili�ies,la�riration,quaBq mniml,smra8e,tlelivery,ereCion,Ialeral restrain�antl tliagonal�iacing,consult I�e la�esi edition oi me t��+f�
iac;ine iec,nNSUrai t me ecs s�mman sneei:,a�amr ees le�am�e compd�em sarery mro,manb�)a�aoame o-am sacA aiww�.,.sed�a�sin:�m a�a a�y.eia�ea���:�ana�m����mrm3no� ENG/NEERINGuc
supplietlln�ejobsitepackege.TM1etmsstlesignarortmntlesignengineer(elsoeelinetlesas0ecieltyengineeplsNOT�M1aBUilaingDeslgneroP.�ebuilding. � � �
�� Tfuss �TmssType pty Ply RSCHEROBF-OOa
IB428B69
B16Gt5303 TiJ PIGGYBACK BASE 1 t
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'PROBNL�, MOORESVILLE IN 66150 ]A20 s OC 14 2013 MiTek Industries,Inc. Tue Ju101�6�3:Sfi 4014 Page 1
ID'.4k567hzV7GOqQXCRBMvYb7yl�Ei-uZ5 V NzOlrbA2PPRLZ?1 KiXroiOcJLrOnAfEPjzOWpX
-1-0-p 8-0-14 ib11-0 25-0A .33-2-1p I 41-9-8 42,.'�8
-0-d 8-044 � 7-105 � 9-&a 7-10G B-044 �1-0-0
Scale='1]6.]
fixB �i Sx6���
6 �
� �
800 �p
3x4 �i 5 3x4 ���
5 \15 9 .
'� 3x6�i
1 P1
3xfi ��
4 16 8-15 �9
3x6 G 5�8 � d-1 9x6 �
3 II 10
II
0 1� " � " _ ' 1 0
—� �mo i12
t8 �� iB 15 �4 13
fix8 II
i5x4 II 3xfi 3x4 = 3xe = 3xfi i5x4 II 6x0 II
i 8-0-14 15_i]L 25-4-4 33-2-10 a1-3-e
BA14 ' ]-166� ' 9_SO �� ]qOb � 8�14 �
Plale Offsels(X Y�_�fi'.0-0-8-0-1-121 f7'.0-3-8 0-2-8�
LOADING(psQ SPACING 2-0-0 CSI DEFL in (bc) I/defl Lld PLATES GRIP
TCLL 25.0 Plaleslncrease L�5 TC 0.80 Vert(LL) -0.1fi15-16 >999 240 MT20 iW1144
TC�L 10.0 Lum6e(Increase L�5 BC 069 Vert{TL) -0.49�15-i6 >939 180
BCLL. 0.0 Rep Stress Incr Yes WB 0.54 Horz(TL) 0.17 11 n/a n/a
OC�L 10.0 CodeIRC2006/iP12002 (Matrix-M) , Weight:�7516 FT=20%
LUMBER BRACING
TOP CHORO 2x4 SPF No2lExcept' TOP CHORD Structural wood sheathing directly applied,exwpt.
6-7'.2x4 SP 2400F 20E 2-0-0 oc pudins(4-b0 max.)'6-7.
BOT CHORO 2x4 SPF No2 �BOT CHORD Rigid ceiling tlirectty applied or 2-2-0 oc bracing.
WEBS 2x3 SPF No2'ExcepP WEBS 1 Row at midpl 546,6-15,8-15
6-16,fi-15,7-�5'.2x4 SPF No2 �
SLIDER Lek2x35PPNO21-6-O,Right2x35PFNa21-6-0
REACTIONS (Ib/size) 2=1928/03-8 (min.03-0),1�=192&03-8 (min.0-3-0)
Max Horz 2=2W(LC 4)
Max Upllk2=-87(LC 6),��1=-87(LC 7)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
iOPCHORD 2-3=7023/0,3-4=2738/792,4-5=-2495/2�9,5 6=-21 81 26 6,F7=1fi89270,
7-8=-2'182/266.8-9=-24951219,9-10=-27381192, 10-11=-1023/0
80T CHORD 2-18=-248/2168,17-�8=-75/2t68,ifi-17=-75/2168, 15-16=-25/�688, 14-�5=53l2168,
13-14=-53/2168,ib�3=-12712�68
WEBS 5-18=0/293,5-16=-610/182,6-16=0/582;7-�5=0I582,8-15=-6101182,8-13=0/292
NOTES (8-02)
1)Unbalancetl roof live loads have been considered for this design.
2)W ntl:ASCE 7-OS',90mph;TCDL=6.Opsf:B WL=6.Opsf;.h=25k;Cat. II;Exp B;encloseQ MWFRS Qow-rise)gable end zone antl GC
6cterior(2)mne;cantilever left and righl exposed�,entl verlical left and right exposetl',C-C for members antl forces&MWFRS for
reaIXions shown',.Wmber DOL=t60 plate grip DOL=1.60
3)Provitle atlequate dreinage to prevent wa�er ponding.
4)ihis tmss has been tlesigned for a 10.0 psF bottom chord live load nonconcurrenl with�any other live loatls.
5)Providemechanlcal connection(by others)of truss to beadng pla�e wpable of wiihstantlinB�00 Ib uplift at jolnt(s)2,11. ,..�+,4;t's3�!t i r,�riy
6)This Uuss is designed in accordance with Ihe 2006 Inlematlonal Residen�ial Code sections R502.1].7 and R802.102 antl referencetl .�y��" ^:p,^•f� rjl.�.
standardANSI/TPIt '. 1�°u ' �C ,'.�
7)"Semi-rigid pitchbreaks with fxed heels".Member end fixiry model was used in the analysis and tlesign of lhis truss. �y�p.�a:�.4't'�i.^-.,?�',��,�y�"!��%Y
S)Graphiral pudin represe��ation tloes not depict lhe size or the orientation of thepurlin along lhe top antllor botrom chortl. ... �, ,.t.. <} . .��
9)1. Atltlitional slability brecing for truss syslem,e.g.diagonal or X-bracing,is always required. See ,� ,t�+yy��
10) BCSI1. -
1 t)23.It is extremely important to property insta0 temporary lateral restroint and diagonal brecing,in :: � � �„� : $ p
12) accordance with BC51-B2 or using pmprielary methods(e.g.Stabilizer,etcJ. ' � p '
- � � ,"�,3^ s'}�iX7_t.'3F � 2�
LOAD CASE(S) Standartl +' �j(i �'�� ,�+'j.,y�„'+
rifi �,„w, srv�.,e` ,�
t`7pini_t, e ..
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� �g 0 'g Ei� OJRt 50 l( 0316)bf .OIyMTk n plt sM1allbeusetltoriM1 t tl 'g tl g� b IQM t tl 9 4 gua' � s
a ePl f p blyl �btl 19 I�� - 911 <mP itlPitlh � .TM1tl �9 Pt I tl9 41 , 't �ItY � iVi P �t YPh I B 3
b Itl g� iM1 resp blry l�neOv+ne�iM1 O I fi d g 1 �h B 10 g0 g p ANSIRPII. L I I � td g t b � d-tl I b tl M1 tl b � B
el (t mp � n� kl g ly, If b 10�g t blty� I g.Atltlt II p ry a� �nUG g Ib c g� � s e51 eltytl g t t ' (M1 p Dlty (t� Wss'ns�aller 8
Htltll I p ane�10 Id g t �TN b � g f 1� II t V t � N p 5 lty !IM1 O �ih OxT f t� tl g t t� B Id g D g ,p ��h IRG V� BG and ��
HN31?PI1. F rgen Ig d ceragaNrgdes]gnresp�nsblf ,felvratoryq Ilyconimi stor g ,tl f ry I I t �alresVan� tld g Iti �� g onsul�iM1elatestedtonol�he
iacmeiec,nmsinwi ��eecsis�mmarysn�e�s,a�morersi�e�ti�ycomoo�emsaierymrormarNa�aiaeiet �secna��.,.:��ne�sny.�mn�da�yre�,�w;,,sai:�no�miwmaro� ENGINEER/NGuc
supplietl In iM1e lobsite package.T�e Vuss designe or imss tleeiqn engineer(also tle4netl as a spxialry enginrep Is NOT�M1e Builtling Designeroll�e Evilding. � �
Joo' Ttuss TrussType Qry Pty FISCHEROBFOO4
IBa288]o
B14416303 T18 Common 3 1
Job�l@2e(9P.t9nzl)
FROBUIL�, MOORESVILLE,INCfi158 ]430sOCita2013MiTeklntlusVies,Inc. TUeJWOt06'03:5]20t4Page1
1�:4k567hzV7GOq0XCR8MvVb7ylhEi-MlfkKj_O68j02zdvGXGN33r6NK2rmX?q0ox9zOWp W
A-OA� 6�-00 ii-0-92 � 165-14 22-1-8 23-1�8
�1-0-0� 5-]40 � 662 55-2 � 5-�-10 �1-0-0
4xs = Scale=1:503
4
B00�12
t5x6 J
15x4 �i
3 5
4�9
3- 9
I� 22_ ���\��� 6
o — ' I�
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ID B
11 0
BxB�i 3x8 — 3x0= BxB�
11-042 22-1_8
� �1�1.12 11-0-02��
P�ateOffse6(XYl' f8-0-2-130-5-111 f1t0-1-�20-2-101
LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 25.0 Plates InCrease 1.15 TC 0.59 Vetl(LL) -026 8-9 >997 240 MT20 iW1144
TC�L 10.0 Lumberincrease 7.15 BC 0.59 Vetl{TL) -0.66 8-9 >333 180
BCLL 0.0 Rep Stress Incr Yes WB 0.3� Harz(TL) 0.04 8 n/a n/a
. BCDL 10A CodeIRC2006/iP12002 (Mat�ix) Weight771b FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD Stmctural wootl sheathing directly applietl or 3-e-2 oc purlins, except
BOT CHORD 2x4 SPF No2 end verticzls.
WEBS 2x3 SPF No2'Except' �80T CHORD Rigid ceiling directy applied or 10-0-0 oc brecing.
2-11,6-8:2x6 SP 2400F 2-0E
REACTIONS Qblsize) 11=106V0.&8 (m1n.0-1-11),8=�081/0.3-8 (min.0.bb1)
Max Horz 11=188(LC 5)
Max UpI7ft 11=75(LC 6),�75(LC 7)
FORCES (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)�or less except when shown.
TOPCHORD 2-3=-1278/�33,34=-971/1�9,4-5=-97V�19,5-6=1278/133,2-��=-956/151,
6-8=95fi/151
BOT CHOR� 7a-17=59/957,9-io=59/957,8-9=a957
WEBS 4-9=23/581,59=32Zi67,&9=-327J1fi6
NOTES (7-10)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-OS',90mph;TCDL=6.Opsf',BCDL=6.OpsY h=25ftj Cat.IP,Exp B','enclosed;MWFRS(low-rise)gable end zone and�C-C
Exterior(2)zone;cantilever IeR and ri9ht exposed;end vertical left and right exposed�,C-C tor members and forces&MWFRS for
reactions showq Wmber DOL=1 60 plate grip DOL=1.60
3)This Imss has been tlesigned fora 10.0 psf bottom chord live load nonconcurrenl with any other live loads. �
4)Provide mechaniwl connection(by others)af tmss to bearing plate capable of wilhstanding�oo Ib upliR at joint(s)11,E�.
5)This truss is tlesigned in accordance with the 2006 Intemational Residential Code sections R502.1 T.1 and R802.�02 and referenced
standard AN51/TPI l�. �
6)"Semi-rigid pitchbreaks with fxed heels"Member endYixiry model was used in the�analysis and design of this tmss.
7)t Atldlfional stabilily brecing forlmss sys�em,e.g.tliagonel or X-bracinB�Is always required. See „ytii73i;7r;r�.
e) BC511. `�qtit;'�,,;�y.Fr �;.�.
9)23.It is exiremely important to properly install temporary la:eral restraint and tliagonal bracing,in i^ �i`�"" ., , i '�?:` •i
10) accordance with BCSI-B2 or using proprietary methotls(e.g.Stabilizer,etcJ. J�q�>'<jl,''',T�;�`i>'�i�l-
-° � :;<,ti�' Llj-�• ;4�`�=
LOAD CASE�S) Standard " �: ri�y 3 �• '`� '
PP-?#,,._2£J '
x �---�— +
.. .�5r,�? �u�Jr ? �.'.°.'
rs���, � `°:.�u�_
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��lt!'tHtlitii.�'t �
___ ___ - - July 7.7.014
� �WARNING-PleasetbomugnlyreviewiM1e"CustomelzACknoMetlgemxnto(PmBuiltlStanCa�dTermsforMawfzcluredProtluds"(ortn.Verirytlesignparameters�andreadnotesonlhlsTmss
� qO � g tlN �JRf 5� t( 0314)bt ]yMTh t .plt Ilb at tOt tl gd ' gtb Id. Tti�t tl 'gtl gnd ts
p� ( P bf�Yf IM1 Q H !N � 91 t p �tl ttl� ' .TM1 tl '9 . pt I tl 9 dl l�lty tl ftM1' P �� YPh I � � ^
� Itl g' l� . �I ty f N O e IM1 O ( IF etl g t 1 B Itl g� g p AN I/TPI L L t I 1 t tl 'g 1 M1 -tl 'e I b d I oN e b
f pe � nb kl g� ly ollo Itl g l tillyb g qtl t It p ry VanLd'g I� - g� � e � tilrytl g t cf ��e p nstilryof�M1c�uss�m�aller.
Atltlt nalpermanenlbuldngslatilrybraungofte eall imcWre'siM1erespons�lryofiheOwnr�heOvmer autM1Orzetlagentorl�eBUltlngOesgnerpnnelRC;IheIBCana
ANSIRPI 1. For.generel guitlance regartling des]gn r¢pons�b�Gties,la�ka�ion,qua6iy conVol,smeage,tlelFery,erec0on,la�aral raslraim antl tliegonal brecing,wnsull ihe latest a�i�lon ol�M1e
iae;meiec,nrvsvlait�fieecsi:�mmary:neeis,a�mo�ecsi�e�aa��ycompo�eoisarerymmrmaiio�la�a�iaeienomsacna�V.V,w.:eo��a�v�y.�o�„a��aam�a������a��a��a+;nm��uon £NGINFER1NGetc
mpolietlinlhejobsi�e ackage.The�msstlesigneortmsstlesignenglnee��akodelmetlasaspecialtyenginee�)ISNOT��heBUildingCesigneroflM1ebuiltling.
Job TNSS TNSSType Q�y Ply FISCHEROBF-004
18428Z�1
B14416303 TGO1 Hip G'irder � ^ �
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1-11-12 3-615 63-12 8-10-9 10-]-02 12-]-e
� 1-1142 � 1-5-4 � 2b-13 � 2b-13 ' 1-9< ' 141'42 �
5xfi Q 3x4 = Sx6 O Scale=1.30.1
3 �I 4 I� 5
5
�zoo ix � �
3x8 �/
3xB ��
6
2
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&t0 �4 0 4 �
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3x4 II �
� �� �� � �6'� 6B
�
i
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I 8-11
I
� 12 �Q (3 14 15 g i6 —
" m.io = io,�o = a
Sx6 = Sx6 =
3-845 940A �124-8
38"5 ' S-�-4 ' 3516
Plate Offsets(X Y1: �2'.0-3-8 0-1-81 3'.0-&8 Etlpel.f5'.0-2-8.Edqe1 ffi:0-3-8,0-1_81�[9�0-5_0 0-5-���10'.0-5-0 0-5-�21
LDADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/cefl Ud PLATES GRIP
TCLL 25.0 Plates lncrease 1.15 TC 0.59 Vert(LL) -0.05 9-10 >999 240 MT20 197/144
T�DL �0.0 Lumberincrease 1.15 BC 0.38 Vert(TL) -0.12 9-10 >999 �80
BCLL 0.0 Rep Siress Incr NO WB 0.62 Hoa(TL) 0.01 8 n/a n/a
BCDL 10.0 Code IRC2006/iP12002 (Matrix)� Weight i651b FT=20%
LLIMBER BRACING
TOP CHORD 2x4 SPF No2 TOP CHORD Slmcturel wootl sheathing directly.applied or 5-03 oc pudins, except
80T CHORD 2xe SP 2400F 2.OE entl verticals,and 2-0-0 oc pudins(6-0-0 max.)�.3-5.
WEBS 2x3 SPF No2 BOT CHORO Rigid ceiling directly applietl or 10-0-0 oc bracing.
ftEACT10NS (Ib/size) �9=7556I�-3-B (min.03-2),8=5591I0-3-8 (min.0-&5)
Max Horz�1=-117(LC 3)
Max Uplifl 19=308(LC.S},8=269(LC 6)
FORCES (Ib)-Max.Comp./Max.TeR-All forces 2W Qb)or less except when shown.
TOP CHORD 1-2=-767q8,23=-5570/288,3-4=-4024/230,4-5=-4042/241,5-6=-5595I304,
6-7=-772/83,1-11=-663/66,7-8=-667/70
60T CHORD �1-12=-225/3267,t0-12=225132fi7,10-13=-235/402'I,13-14=-235/4021,
�4-15=-235/402t,9-15=-235/402'I,&16=-154/3282,8-�fi=-154I3282
WEBS 2-10=-81Jt197,�i��67/36t i,5-9=-177/3828.&�85/9202.2-11=51�9/22t,
6-8=5201/232
NOTES (1&�5)
1)2-ply truss to bemnnectetl together wilh tOd(0.131"x3")nails as follows:
Top chords connectetl aafollows:2x4-1 row at 6-9-0 oq 2<3-irow at 0-9-0 oc.
Bottom chortls connecletl as follows�.2x8-2 rows staggered at 0-5-0 oc.
Webs connectetl as follows:2x3-1 row at 0-&0 oc.
2)All loatls are consitlered equally applied to all plies,except if notetl as front(F)or back(B)(ace in the LOAO CASE(5)sectioa Ply to ply
connections have been providedto dislribute onlyloatls noted as(F)or(B);unless otherwise indicated.
3)Unbalanced roaf live loads�ave been considered�for this design.
4)Wnd:ASCE 7-05;90mph',TWL=6,Opsf',BW�=6.Opsf;h=25ft;Cat II;Exp B',enclosetl',MWFRS Qow-rise)gable�entl zone;cantilever
'left and righqexposed;e9d vePical lek and riP ht ezp�osed;Lumber DOL=t60 plate grip DOL=t60 �'f���Prf',��,r�
< P�ovideade uatetlraina eto reventwater ondin ,.^?` '/�
E)This truss has been designed for a 10.0 psf botlom chord live load nonconcurrent with any other live loads. a
J
�. �.
7)Provltle mechanical connectlon(by others)of truss lo bearing plate capable of wilhstanding�OO lb uplifl al joint(s)excepf Qf=fb}�11=306, b ����z S37 ;.�'�';,�,'�����
8=269.
B)This truss�is designed in accortlance with the 2006 Intemational Residenlial Code sections R502.11.1 and ft802.�02�and re/erenced �;r_;���`,y2� .
siandard ANSI/TPI t ` —
5)"Semi-rigid pilchbreaks wilh fxed heels"Member entl fxity model was usetl in Ne analysis.anq design of this tmss. a, s � � a `
10)Graphical,purlin representatiomtloes nol depict the size or fhe orienta�ion of the purlin along the top and/or bottom chord. -� � n,��-���, _ x. ti
11) Hanger(s)or o[her connection device(5)shall be pmvided suffcient to support concen�rated loatl(s)1994 Ib down antl 78 Ib up at 'S• f������ {+ :.
0-1-4, 1986 Ib down and 721b up a� 2-3-8, 198B Ib down and 707 @ op at 4-3-8,19901b down and 821b up at &3-8,and 19901b �Z��' � ' �'' �'
i
down and 761b up al 63-8,and 20821b down antl��SO lb up al �0-3-e on bottom chord.The designlselection of such connection r�i�}v:' � y y��,w�
tlavlce(s)ia lhe responsibility of others_ . ' �Jp, �r U"�-t�.�
' ��3�tddi{lttt4l:.
---. ---- -- - - July 2,2014
Cuntinued on page 2
� WARNWG PI �p g�ty ' iM1 C t I Akn 1tlg 1 fP 6Itl51 tl dTrm 1 hl / t dPod t f -.V iytleg pa t b atl � iti i
� g D g tltM1 �JRf Sh t( .a314�bf u OyMTk tloplt hllb tlf t� 1 C g tl gt b Itl. TM1 I tl �g d 5� d t
pt ! p bl�Yf I� tl �9 RM1 ' 91t P IOptt�M1 � .T tl �9 PI I� tl9 tll 101�Y d !M1 PO tl YPh I' .' �
b Itl g II �p � bl y ith O Ib Ow ! 1� C g t tM1 B Id g�5g p ANSIITPIL La� 1 t �tl �g � M1 " d a� I b JUi tl � b �
a t e s nb kl g ly, �! b Itl g t �Ityb g.Adl Il p ry ¢V� Vtl g I� � gt - t b ryd g � C - tl p 'b'fry fi t ' stellec �
Atlat alp rmanenib Id gs�atilty� g fIDe all t t � Ib esp tiliy fl� O .t� O r awM1 d g t iM1 B Itl g0 'g- p tM1 IRC,iM1 IBC tl �
NNSIRPII. Fofgeneralg tl nceregaNngtlezgnfespon bl(ks,labrraton,q Ilyconiml,slor ge,tlelvery,erep lateralreslranf o0dagonalbraang cons�INOelatestedicnofNe
iac,me iec,nNSUrai i,me ecsi:�mmen.�nee��,a�aro.acs�e��mmg compo�am sarery mrormano��a�eoaeia r�om sacn a�.+-+..+.se�me�s�h oo��nm a�y,aia�aa��:�auano��ata,me�m� ENGINEERlNGuc
supplietl'm t�e jobsi�e package TM1e tmss tlesigner or imss tlesign engineer(also tlefinetl as a special�y engineer)Is NOT�Oe Building�esigner oft�e euiltling.
Jeb Tuss Tmss Type qry pty riSCHER OBF-oo<
1842�Jt
81441fi303 TGOi HipGirtler � ^
L Job Reference(qplionzl)
PROBOIL�, MOORESVILLE,IN4fi158 ]400sOCi142013MiTeklndusGes.Inc. TUeJU10�46:�3�.5B20t4Page2
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12)4. Additional stabi�i(y bracing for huss system,e.g diagonal or X-hracing,is always required. See
13) 8C51�.
14)23.It is e#remely important to properly install temporary lateral restraint and diagonal bracing,in
�5) accordance wi�h BCSI-62 or using proprietary methods(e.g.Sta6ilizer,etc.}.
LOAO CASE(5) Standartl '
i)Dead+Roof Live{balanced):Wmber Increase=1.15,Plate Increase=l.t5
Uni/orm Loatls(plfl -
Vert:13=70,3-5=70,5-7=-70,8-11=20
Concenlrated Loeds(Ib)
Vert:11=-1994(B)12=-1986(B)13=1988(B)14=-1990(B)15=-1990(B)16=2082(B)
!. WARNING PI �p gnly� '� iM1 C � � A k I ag 1 fP B 1051 tl NT s! M f I dP tl 1'( :V ty� g p I d d 1 s In T s
d`� CegL4 -gtl�FaJR ! Sht� .0314)bf .OI�MTk ttpl � hllb tlfN � tlgtl 91b IQT�' � tl �gtl g� d �s
p f p0 bllYf Ib d �9 ((� ' gl I po ttl p�tlh '-.TM1 d 9 F� .I tl 9 tll �IapllY 4 -(Ih� P 1( YP h � Q
b Itl g' t� po blry !IM1 O N Own tM1 G g 1 iM1 B Itl g❑ g p ANSIRPII. L t I t itl �g 1 sM1 ' d �tl I ba tl h el mb .
f p � b klg ly, �f bltlig "Ityb gAtltllnl� m0 b ' �dg Ib g� ' iblytl g t 1 �� 0e p ��IryfiM1t �ntllr_ '�
Atldf Ip rtnanentb 1d g t tilryb C q IU II t t ��. Ne ry blry fl� Ow ,tM1 Ow f t� tl g 1 Ih 9 Id gD 9 B[p t� IRC IM1 IBC tl ,d6 '�. N
AN51/TPIt Forgen Ig �tlancere9ard gtl 'g p bl�e !b'ca(on.q I'ry t I t r y ,a I' y f I t I .ranl dd� Ib 'ng, II�� I t t d( fN � Pa��
iRC ina iec nNSiirai� ma ecsi s�m ary snaei:,a�aro.ecsi�a�ie�a compo�em se�e�y i�m maio�7 a�aoame rrom secn�iw�..:e��a�:vy.�om ana a�v�aia�aa'o:iau i `�m�aro� ENGINEERlNGItc
supplietl in fie jobsife paGaqe.The Iruss tlesigner or wn desiyn en3ineer(also tlefined as a specialty engineer)Is NOT the Building Designer o`IM1e builaing.
Job Truss TmssType pty ply FlscHEROeFao4
1842P9)2
Bid916303 TG02 HIP GIR�ER t �
IhRf ! I1
PROBUIL�, MOORESVILLEIN 46158 ).4"aO�sOq142013MiTeklntlusines,Inc. TueJU1010fi:04�D02014 Pagei
ID:4k567hzV7GOqQXCRBMvYbTyIhEi-nKKSZI0v035bW1 iCaP4_W hINFJPIF6c_iodSYUZOWpT
.iL-d. 454 8-]-10 I 15-643 22-0-12 I 29-2-11 3fi-1-14 � 40A.] 44-9-8
1-0'0� 45-1 � 4.29 6-11-3 � 6-9-15 fi-9-15 ' 6-11-3 4-2-9 � A-5-1
Scale=bJ9 2
]x1�MiBSHS =
� ]x10M185H5 =
2x4 II 4xB = 4x8 = 2x4 I I
5 6 ] 9 10
�— �
8 00� � ,
3r4 �i
3x4 O
4 -19 ]-t9 -i] 10.t 1'
5 1 6-'Il9 F' ]-B �9-Gl 10.15 13
I
<xfi 3�4 1L 11I��2xfi ��
� ,JI �— 13
`i1 � B-220 � i.4' tB�O S�— lo m.
d 31 32 33 �34', o .
22 21 20 �g 35 3fi 3] 18 30 39 40 �� if 41 42 �5 a3 14 44
12x12 �i
2x6 II 6x6 = fix8 = 2x6 II Sx8 = 6x6 = 2xfi II ��x�� �
SxA = 6x8=
,i 4-54 8440 154-13 2-042 29-Z-it 36-1-14 40-4-] 44-9-8�
45-0 ' 42-9 ' fi-113 ' 6-9-15 ' 6-9-15 � 6-01-3 ' b29 ' 45-1
PlaleOffsets(X,�j2'_0_�_0,0-3-7 5:0-3_t20-3-01 f�0'.0-3-120-3-0 [13:0-1-00-��[1.5'0-2-8,03-12],_17'0-1-80,_2-0],_[18'_0-3_120-1-0f,_j]9:0-4-00-2-��21'.0-2-8,03-121
LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 25.0 Plales Increase 1.15 TC 0.84 Vert(LL) 0.38 �&i9 >999 240 MT20 997/144
TCDL 10.0 Lumberincrease L15 BC 0.58 Vert(TL) -07817-18 >681 �80 MiBSHS �97/144
B:;LL 0.0 Rep Stress lncr NO WB 075 Horz(TL) 0.16 13 n/a n/a
BCOL 10.0 Code IRC2006/TPI2002 (Matrix-M) Weight 3061b FT=20°6
LUMBER BRACING
TOP�CHORD 2x4 SP 2400F 2AE'ExcepP TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins,excepl
5-8,8-10',2x6 SPF No2 2-0-0 oc purlins(2-3-10 max.):5-�0.
BOT CHORD 2x8 SP 2400F 2AE ' BOT CHORD Rigid ceiling directty applied or 7-4-11 oc brecing.
VVEBS 2x3 SPF No2'ExcepC WEBS i Row at midpt 5-19,7-i9,7-17,10-17
5-�9,7-19;7-17,10-17'.2x4 SPF Na2
SiJDER Lek2x65PFNo22-0.0,Right2z8SP2400F2AE2-0.0
REACTIONS� (Ib/5ize) �3=4098/0-3-8 (min.0-3-6),2=4205I0-3-8 (min.0-3-8)
Max�Horz 2=147(LC 4)
Max Uplift73=-1765(LC 3),2=-1170(LC 4)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-4013/1177,3-4=-5648/1697,45=5784l�856,5-6=-70�9/2343,6-7=-70P12342,
7-8=-7021/2342.8-9=-7021/2342,9-10=-702312343,10.11=-5793/�857,
11-12=-5674/V00,12-73=3943/1149 '
BOT CHORD �231=-1478/4594,22-31=-1478/4594,2232=4478/4594,21-32=-1478/4594,
2�-33=-�58814794,33-34=-1588/4794,20-34=-1588/479q,ig-20=-1588/4794,
19-35=-2603I7781,35-36=-2603q781,36-37=-2603/7787,'18-37=2603(7781,
1838=-2603q781,3&39=2603(7781,39-00=2603/778'I,�7-40=-2603l7781,
�6-17=-1458/4802,'16-4t=-�458/4802,41-42=-�458/4802,'IS-42=-1458/4802,
1543=-1348/46�5.t4-43=-1348/46�5, 14-44=-�348I4615, 13-44='1348/4615
WEBS 4-22=-340/159,4-21=-259/373,5-21=-2 9 0184 1,5-19=-1120/3041,6-19=%2/195;
7-�8=-1082/414,7-�8=329/883.7-17=1079l413,9-t7=55ZM95, 10.'17=�120/3037,
t 0-15=293/849,i b�5=-2601368,i t-14=320/t 60
NOTES (12-15) "+ � � Itr���
�j Unbalanced roo(live loatls have been considered for this design. ��S�l rqy f? 't.
2)Wind:ASCE 7-05;90mph;.TWL=6.Opsf;BC��=6.OpsF',h=25fl;Cal II;Exp B',endosed',MWFRS Qow-rise)gable end zone',cantilever �:' a�°' . x� �.�� ��/ir.
left and nght exposed',end vertical left and right exposed',Lum6er DOL=1.60 plate grip DOL=t60 i:`�t:.�t�tS+qry.�:"��r¢
3)Provitle atlequate drainage to prevent water pontling. �,,.. 4'�'e tK' �
41 All plates are MT20 plales unless otFierv�ise indicated. '^ �: *� ^
5)This truss'has been designed for a�0.0 psf bottom chord live load nonconcurrent with any other live loatls. ry-'3��"�`� '
6)Provide mechanical'connection(by othe�s)o([mss to bearing plate capable of withslanding9001b upliR at joint(s)except Qt=1h) = ,� g : � �
'13=1185.ri'174 ..�J�
' 7)7his:huss is designed.in accordance with the 2006 Intema[ional Residential Code sections R502.11.1 antl R802102 and referenced '.'� = �r u,4+ ,�.�
standardANSI/TPI1. y� � � ``',:
e)"Semi-rigid pitchbreaks wi�h�fxed heels"Member end fxity model was used in ihe analysis and design of�his truss. ��w � �w'',�;�-� '.��
�J�Graphical pudin.representation does nol depict Ihe size or the orientation of lhe putlin along lhetop and/or bottom chord. �� �-�,y�'�t
� . ''� f�;fll3l13:..41_ '
'. _ _ ' '_ _ .�II�Y2,2��5
Continued�on page2.
� WARNING-PI �M1 � g�y l� C t f Akawletlgem t fPOB IaSt 0 OT f M ict dP Od 1 .V tyd 'g p t d o 1 iti,T
D �g � " g tlfi OJRt 50 �( 031�)bf .OIyMTk n q pll bllb tlf iM1 t tl �y tl � gt be Id. Th t tl g a y P
c P� f P bllYf �Ntl �9 ItM1 " 91t P itlPltlM1 .TM1tl �9 Pf 1 tl9 tlli '� blY �a IN P If ypR I �w�fi
b Itl g' iM1 p blry !tM1 O ih O f� -�h tl g �olt� B Itl gp� 'g p ANSVTPIL L� I 1 Itl q � n 1 ' d -tl I b tl h tl � be '
� p bbckl' g ly if bltlgltilryb gAtldf li pary t � VCg Ib � g� � � i �ltytl ' g t � ' IM1 p� �hltyfiM1t ' � II
AdC� Ip manent� 10 g l Clryb gof�M1 II 1 t ' Ih �esF �Ilyolih O t� O � �� Ih tl g � ih B Itl g� g � p N lRC N IBC tl �4
AN61rtPlt Porgen Ig �tl n regerd gd g � po blt Ib�refan,q I'ty t I t r g tl I� ry C I�� I sirent tld g Ib '�g It�M1 1 t df !1�
iaG m iAC nmsurci t ma ecsi:�mm�ry snee� a�mo,ecsi�e�m'og comp-�em sarery mro�arn�ie�e�ae�e r msec.n a�w„-w.sea�do:vy.oa a�a m reie�ea'�s�auaio�-�o�aro� ENGINfERlNGcm�
supplietllnt�ejabsiiepackaqe.IDetrusstlesigne orimssaesignenEineer(alsode6netlasaspecialryengineer)ISNOTiheBUiltling�esignero(tM1ebuiltling.
JOb TN55 TN55 Typ¢ Q(y PIy FlSCHER O�F-004
184289J2
B14E16303 TG02 HIP GIPpER 1 1
dob Reference(oofonall
PROBUILO, MOORESVILLE,IN46158 1430sOR143013MiTehlndusines,Inc. TUeJU10106:p4:002014Pag_2
ID�.4k567hzV]GOqQXCREMVVb7yIhEi-nKKSZI0v035bWi iGaP4_W hVVFJPIF6c.iodSVUzO WpT
NOTES (t245) —
iD)Hanger(s)or other connection device(s)shall he provided suffcient to support concentrated load(s)2391b tlown and 831b up at 2-e-6, 1961b down and 63 Ib up at 4-e-6,196
Ib down and 851b up at 6-8-6, 1961b down�and�1016 up at 8-8-6, 196 16 down and 110 Ib up at 10-8-6,19616 down and 1101b up at 12-8-6, 19fi1b down and 1101b up at
74-8-6,196 Ib down and 11�@�up at 16-8-6,196 Ib down and 110 Ib up at 18-8-6,196 Ib down and 110 Ib up at 20-e-6,196 Ib down antl 110 Ibpp at 22-4-12,�196 Ib davn
antl 1101b up at 24-1-2,196 Ib down and 110 Ib up at 26-1-2,196 Ib down and i�0 Ib'up at 28-L2,1961b tlowdand 110 Ib up at 30-L2,1961b down and 1�O lb up at 32-1-2
,196.Ib down and 1 t0 Ib up at 34-12;1961b tlown and i t01b up at 36-1-2,1961b down and 85 Ib up at 38-L2,and'196 Ib down and 63 Ib up al 40-L2,and�239 Ib down and
63 Ib up at 42-1-2 on bottom chord. The tlesign/selection of such conneclion device(s)is Ihe responsibility of olhers.
17)In Ihe LOAD CASE(S)section,loads applied to the face of the truss are noted as fmnt(F)or back.(B).
12)1: Additional stability bracing for Vuss system,e.g.diagonal or X-brecing,is always required. See
13) �BCSIi.
14)23.Il is exUemely impohant to propedy inslall temporary lateral restraint antl tliagonal bracing,in
15) accordance with BCSI$2 or using prOprietary methads(e:g.Stabilizer,etc.).
LOAD CASE�S) Standard
1)Dead+Roof Live(balanced)i Lumber Increase=l.t5,Plate Increase=1.15
Uniform Loads(pl�
Vert:�-5=-70,5-10=-70,10-�3=-70,232�=-20
Concenlraled Loads Qb)
Vert_20=-196(F)22=�96(P)21=196(F)�8=-196(P)15=-196(F)1�19fi(F)1fi=-196(F)31=-239(F)32=198(F)33=196(F)34=196(F)35=196(F)3F��96(F)
37=-�96(F)38=-198(F)3�-198(F)40=-196(F)41=198(F)42=196(r7 43=�96(F)44=239(F)
'� WARNING�PI �M1 gM1ly -w�M1 G 1 f Ackn Idg t fPOB IdSt d� JT i M fn dP da'! .V rytl g p t J J i MT
p g p -9 tllM1 �JR ( Sh t( .0114)b ! ,OIyMTk Y p11 � IIO etl� lM1 1 tl 'g tl gl b I'G. Th � tl 'g tl g' rl �
cc Pt l P ol'ryf Ili d i9 R� ' 91 1 P t � P� � .Tt tl �9 Pt I tl 9 tlt t biry tl RF P tl yp n 1 p
bultl g- ID po G1lyollb Owne IM1eOw h fi E ge �. tM1 B Itl gD �g �pe ANSIITPII L I t itl g � M1 ' d � 1 b d� �otl mb� D .� +�
arel� 0 u b kl g nry ti p Idg itilyb gAtltlY It p ry �e Vdeg� Ib g� � �eblrytl g t q �n pns�Iryof�M1at ' tallec �
Ad01i nal permanenl� Id' g t�I ty 0 g f I� If t q � ' th esp �Ily I Ih O ,11 Ow ! ih ` d g t N .6 Iti g O g p r ihe IRC Ihe IBC �tl
AN51/�PIt Forgeneralg b ceregardngtlesg responshll s,labirafon,q altyco Iml,s�or ge tlelvery.ereclon,l�leralreslra lantltlag nalOracng,consuM.�M1elatestedlcnollne 'w`-'� '
iac,me iac,nNSiiTai t me acsi s„mma,y sneeis,a�am,ecsi�e��amg compo�em sarey mro,mano�7 a.aoame rrom sac,�a��,.,.sc��a�:o-y.�o a�a aoy reia�ea ms�auano�'��ro,maro� ENGMEERlNG�tc
supplietl In thejoosiie packnge_T�e tmss tleslgner or Vuss tleslgn engloeer(also deMetl as a spea'alty engineep is NOT t�e 6uil01ng�eslgner of Pe hullGing.
Job TNSS TNSSType pty Ply RSCHEROBF004
184288]3
9A41B303 T603 ROOF SPECIALGIRDER � �
11
PR02UIL�, MOORESVILLE,IN46158 ]430sOCiM20t3MiTeklntlusines,Inc. TUeJU101D6'00.012014Page1
ID:4k5fi7hzV>GOqQ%CRBMVYb7yIhEi-FXuEA41%9ND58BH086bD11Eg5jg4_Yh7w5M?9xzOWpS
-1-0-� 4-044 iL�-] 18-4-9 25-842 33-045 40-Si { 44-9-8
id-0 4-044 6-01-9 � ]J3 � ]-0-3 '
�L3 ]a3 4a-7
Scale=1�.93 0
5%fi =
8
1 Sx¢ \\ /�
1Sx4 �/
3x6 4 7 � B
6 ��/ 0�� 10 �
fix10 = � 9'�b/
B00 12 6� \\ �� 5�6 — dxB =
p j`$' � 11 t2
el <.s o . as 3 � �� �it=� — �
s-.� � �ii-i�l �
.�f� z � o-�o s�a� � � � n-a u�a �
� a-i9 �a
�d '$'---2-i�-- � 1�8 ' 1316 _ Im
25 20 26 2] �g 18 A 16 15 ta 28 13
5xID MT18H WB = SxB = 3z12'°
BxID II ��SxJ II <xfi = � 4x8 = 2x4 II
3xfi -
i 4-04a iL0-] 20-10-0 � 30-].8 � 40-5-i � 44-9_B�
4-0-id � 6-119 � 9-9-9 9-9.9 9 9 9 4-0�
PlaleOffsets(XV): �4�.0-5-00-3-41�[5:0-&120.2-�21 (8'.0-3-0,0-1_81 �12�.Edqe0-1-12]�[14:0-2-8.0-1-81 ftS0-5-130.1-81 ry7:0-4-00-2-41�.L9'.0-L8.0.1-8�
LOA�ING(ps� SPACING 2-0-0 CSI DEFL in Qoc) I/defl L/d PLATES GRIP
TCLL 25.0 Plateslncrease 1.15 TC 0.96 Vert(LL) -0.36 t9-20 >999 240 MT20 1971�44
TWL 10.0 Lumberincrease L15 BC 0.84 Vert(TL) -0:92i7-19 >586 180 MTiBH �244I190
BCLL 0.0 Rep Siress Incr NO WB 0.82 Horz(TL) 0.17 �3 n/a n/a
BCDL t0.0 CodeIRC2006/iP17002 (Matrix-M) WeighL2491b PT=20%
LUMBER BRACING
TOP CHORD 2x4 SP 2400F 2.OE'Except' TOP CHORO Structural�xood sheathing directly applietl, except entl verticals,and
4-5:2x6 SPF No2,6-e,&�0-.2x4 SP No.i,1142'.2x4 SPF No2 2-0-0 oc putlins(2-1-13 max.):4-5,11-12.
BOT CHORD 2x4 SP 2400F 2AE BOT CHORO Rigid ceiling direccly applied or 10-0-0 oc bracing.
1h'EBS�� 2x3 SPF No.TExceph WEBS i Row at midpt � 5-17,7-17,&17,8-�5,9-15,11-�5
4-19,8-�7,8-15,12-14'.2x4 SPF No2,5-�7:iL15:2x4 SP 2400F 2.OE
SLIDER LeH 2x6 SPF No�2 2-0-0
REACTIONS (Iblsize) 13=2110/Mechanical,2=2314/0-3-e (min.0.L�5)
Max Ho2 2=346(LC 4)
Max Uplikl3=-140(LC 5),2=-391(LC 5)
FORCES (Ib)-Max.CompJMax.Ten.-All Forces 250(Ib)or less except when shown.
TOP CHOR� 2-3=881/75,3-4=3153I529,4-5=-5436/610,5-6=-3'126/250,6-7=-2871/278,
7-8=-2984/393,8-9=259fi/309,9-10=-2480222 10-11=-2734/194, ib12=2421/140,
�2-13=-2045/104
BOT CHORO 2-25=-090/2488,20-25=-490I2488,20-26=-495/2492,26-27=-495/2492,19-27=-49512492,
18-19--655/5473,17-18=-655/5473, 16-17=-�9/1733,15-16=-1911733, 14-15=-93I2475
WEBS 419=173/3284.5-18=-'It64/118,5-�7=3135/496,7-��=5101236,&17=272/1�76, �
&15=31/874,9-15=-52V138,11-15=389/89,'I�-14=-1731/�52, 12-14=�41/3073
NOTES (���g)
�)Unbalancetl roof live loads havebeen wnsitlered for this design.
2)W ntl:ASCE 7-05;90mph;TW L=6.Opsf',BCDL=6.Opsf�,h=25ft;Cat.II',Exp B;enclosetl;MWFRS(low-rise)gable end mne',cantilever
left antl right exposed;end vertical left antl right exposed;Lumber DOL=L60 plate grip DOL=1.60
3)Provide atlequate drainage to prevenl water ponding.
A)All plales are MT20 plates unless otherwise Intlicated_ �t57iii�:;;�r��
5)This truss has been tlesigned for a tOA.psf bottom cfiord live load nonconcurrent with any other live loads: '°��j r�,..�a { .;�
6)Refer to girder(s)fo�t�uss to Iruss�nnnections. ,'* � `a7�� '"yr
7)Provide mechanical mnnection(by others)of truss lo bearing plate capable of withsiantlin9 1001b uplift at joinl(s)excepl QY-Ib)13=14q .vt�. i 2,yY � �j<!.
2=391. 'M1...^ +�`:.�4��".l 7F'S'7:`.m'�:.:
8)This Imss is designeC in accordance wi�h lhe 2006 Intemafional Residential Code secfionsR502.11.1 and-R8021Q2 and referenced �F_5���y,��Q .
standartl ANSIITPf L � � —
9)"Semi-rigid pilchbreaks with fxed heels"Member end fixity motlel was used iRthe analysisantl design of this tmss. " ' ,,,�„�„� ' =
10)GraphtqlpuAin representa4on tloes nol tlepict tha slze or�he orientatlon of Ihe purlin along the top and/or bottom chord. � .�p: �T�-�.p _ ;��ti
�i)Hanger(s)or other connection device(s)shall be pmvided sufficient ro support concentraled loatl(s)35 Ib down and 54 Ib up at 2-1-10, "� - ,,�
5516 tlown antl 731b�up at 4-1-10,731b down and 771b up.at fi-b10,and 73 Ib down and 77 Ib up at e-1-10,and 77Jb tlown and 77 ��" � �' . � `�S"!.�
Ib up at 42-�1-12 on bottom chord. The design/selection of such mnnection device(s)is the responsibility of others. � �'�' , '.±ti �x�
12)In the LOAD CASE(S)section,loads applled to the face oF the tmss ere noted as front(P)'or back(e). d�'i� � ' + ;�ti�ty
11?itJd I @ 5A:�
Conlinuetl on page 2 � --- '— .��ly z,?0�4
J. WARMNG PI IM1 ghly � ih C t f Ak Itlg t fP 91tl5� d dT ! .M �tl tlP tltt '! .V lytl g p t tl tl 1 N T
�i8 � 9 � � g� tlNOJftf � SM1I( .014)b! OyMTk Iplt M1llb tlf �M1t d 'gd gtb I'dTli � d �gtl � g" dt
c pl 1 P �ItY� lF tl g fiM1 -�91 t p ltl P�d� ' .T' d '9 Pt ,I d g tl(� � OI�Y j fIH � If YP N I � Y
bultl g' �� po blty !tM1 Owne ih O ' ih etlag 1 N�6 Itl g� �g p AN51/TPIL CI I i ttl �g � M1 ' d tl I �b tich tl � � ��" ��
rt p ' nb klg ly, tf bldgfbTry� qAtlQY It pery � VEg Ib� �� gt ' S � bl�ytl ' g t � 0 p bIry1N � tll .
Ad0'( Ip anentb Id g t bltYb g fi� � II 1 ct ' �M1 esp bity t0 O fp O iM1OrzeOagen�o ��eB Itl g0 g p IM1 IRGIYi IBC tl
AN51/�Plt F r.gene Ig"tl regard gd �g � po �It I b'ratonq I'ty � I, t r g tl I ry, ton lateralrestram tld g Ibracng, I�IM1 I � � d( fN �•
iac ineiec,ANSiRaii meacsis�mm n�n e a�m�recsi(a �ia„ecomao�e��sareyrm aro��a�aiamer,omsecna��se a in�oma�a �r�=�a�=a��s�auaro�-�m,maro� ENGINEER/NGtic
suppfietl In me jo�fite pedege.TM1e tmss tlexigne or vuss design engineer(also Celmed as a specialty anglneaq ls NOT Ibe Bullding Deslgner o!Na bulitling_
Job Tmss TmssType � Qty �Ply FISCHEROBF-OO4
18a200]3
B14416303 TG03 ROOF SPECIALGIRpER t 1
JbRf ( ( I)
PRC9UIL0, MOORESVILLE,IN46158 )63�sOCtM2013MiTeklndusvies,Inc. TUeJUIOtOfiO4:012014Page2
ID:4k56]hzV7GOqQXCReMVVb]ylhEi-FXuEA41X9NDSeBH086bD11Eg5jgQ_Vh�wSM?4xzOWpS
13)t Additional stability bracing for Iruss system,e.g.diagonal or X-0recing,is always required. See '
14) eCSl1.
15j.23.It is e#remely importaM to pmpedy Instalbtemporary laterel restraint and tliagonal 6racing,in
i 6) accortlance with BCSI-B2 or using pmprietary melhods(e.g.Stabilizer,etc.).
LOAD CASE�S) Slantlard
1)Dead+Roof Live(balanced):W mber Increase=t�5,Plate Increase=t 15
� Uni(orm loads(pl�
Vert: 1-4=70,4-5=-70,5-8=-70,&�1=-7Q�1-12=-70. 13-21=20
ConcenUatetl Loads Qb)
Vert:20=55(B)25=35(B)26=73(B)27=73(8)28=73(B)
!. WARNING PI �h gM1ly � IM1 C 1 ( A kn I tlg¢ � (P B Itl51 � dT f M f3c1 tl tl tl'f�m.V lytl �g pa 1. 0 0 � Ih T s
�� � g D ' g Jt� OJRfee Sb l� .03ta)bf .OyMTk t pl� M1llb tll IM1 1 U �g tl gt be Itl_TM1 t tl �g tl g" d t
cc P� f P blry( IM1 tl �9 tIM1 � gl � P Itl P l tlM1 ' .TM1 tl �9 P� 5,1 � 9 tl( '� bltY tl HM1 � P t � nYP M � �
bultl g' I� � p �Ily IN Own r Ili O a N tl g 1 iM1�.9 10 g� 'g p NNSViPl1. Lal !I 1 ttl y � � � ' 0 tl l b dclt d b
ar f p � b kl g ly 11 � 14 g t tily�ac q Atltlro al� p ry �anLd g Ib o� � t hltytl gcon �C � �M1 p nstil�yott�et ss nstaller.
Atltl( Ip �anent0 Itl g �abityb� ' g fIM1 II t t ' Vi resp bity f���Own N O ��� t� � d g t �� 6 Itl g� �g -p riM1eIRC �hel�C tl " �
HN51?PIL F rgene Ig 21 c egaitl gtlesgnresponsbll f b� ton,q Ity t I, t g ,tl I ry C �I �ealrenraTl dd g Ib ' g consullihelaYesl til itM1 '"
iRC,in ieqnNSrtaii meecsii�m��arysi�een,a�amrecsf�e�ia�gcompo�e�isarerymmrmaro��aoaiamercomsecnaiH,.v,.ser���sr�.�ma�aa�y.�eia�ea��s�auaco�-�ro�anoo ENG(NEEAINGctc
supplietl In iM1e jo6site package.Tbe Iross Cesigner ortmss tlesign engineer(also tlefined as a specialry�engineeq Is NOT iM1e BotlOing�esigner olll�.e builtling.
Job Tr055 TmssType Qty Ply FISCHEROBFOOa
184288]4
B11J16303 TG04 Hlp Grtler 1 �
FROBt11L�, MOOftESVILLE;IN C6158 JOb_R2fe�enc¢ OptiOndl)
�4PA s OcY 101p13 MiTek Indusines,Inc. Tue Jul Di ofiO4:022014 Page 1
ID:4k56�hzV7GOqQXLRBMvY�]ylhEi-ll5tl0�2'3whLJmKsbiq65azn_y74UjyhG96fiZcNzOWpR
-1-0-0 3510 12-0-�1 20.]-12 252-13 3)-9-14 41-3� 4238
1-0-0 3540 � '8-]4 � 8-]4 ' &P4 � 8-)4 � 3-5-10 1-0-0
Scale=�1 J23
0�0 � BxB=
10x�8 — 6x8= q�= 6x8 °�Ox18 =
3 ��s g ex8 =
. . � . I � mi � � � m a r�t_y ti,
�I z 3 ii� . n � - _�`a=�� s\ m
"I�I� � `�� ----a7s i _ L���� �$��
18 �� 19 20 29 22 i6 133 26 25 26 2] 28 29 30 14 13 .3� 32 33 3a 35 �� 38 5x8 �
SxB % >x16MTi0H = 6xi8MTi8H = 4xfi = � ]xifiMTteH =
4x6 = 6xi8 MT18H =
35�0 14114 28-0-� 37c?ib 4��
�a-sm ' ns� ' ir-sq ' ai-sa ' �s-io
plateOffsets(XVI- f2'.0-1-7.04-i1 [3'0-5-00-2-2]�4'� d8-��-6-81 B'.0-8-00-6-B1 f9'.0-5-0.D-2-2]�10-.f 0-1-70-&il I�2'0-H-003-12)��17'0-8-00-3-121
LOAOING(ps� SPACING 2-0-0 C51 .�EFL in (loc) I/deFl L/tl PLATES GRIP
TGLL 25.0 Plateslncrease L�5 TC 0.38 Vert(LL) 0741415 >665 240 MT20 1971144
TGOL 10.0 Lumberincrease 1.15 BC 0.60 Vert(TL) -1.3&14-15 >3fi9 180 MT18H 197/144
BCLL 0.0 Rep Siress Incr �NO WB 0.97 Horz(TL) 0,20 10 nia n/a
BG�I �0.0 Code�IRC2006/TPI2002 (Matrix) Weight2901b FT=20%
LUMBER BRACING
TOP CHORD 2x8�SP 2400F 20E'Excepf TOP CHOR� Stmctural wood sheathing tlirecity applied or 2-10-�1 oc purlins,excep[
1-3,9-11:2x4 SPF No2 &0-0bc purlins(3-&1 max.):.3-9.
BOT CHORD 2xe SP 2400F 2AE BOT CHORD Rigid ceiliny direc�ly applied or 5-11-13 oc bracin9.
WEBS 2x3 SPF No2`ExcepC WEBS 1 Row at midpt � 4-17,e-12
4�7,8-12 2x4 SP 2400F 2DE
REACT10N5 Qblsize) 2=2284/0-3-8 (min.0-bi4), 10=2284/0-3-8 (min.0-1-14) _
Max Horz 2=58(LC 4)
Max Uplift2=-83�(LC 4), 10=-831(LC 3)
FORCES (Ib)-Max.Comp./Max.Tert.-All forces 250(Ib)orless except when shown.
TOP CHORD 2-3=-3682/1448,3-4=-2997/1217,4-5=-8700�3599,5-6=8700/3599,6-7=-8700/3600,
7-8=-8700I3600,8-9=-2997/1217,9-10=-3682/1448
BOT CHORD 2-i8=-1187/2921, P-18=-1�872921.17-19=-3159/7745,19-20=-3159/7745,
20-21=3159/�745,21-22=3159/7745,�622=3159/7745,i6-23=-3159l7745,
15-23=-3159/7745,15-24=-3857/9456,24-25=-3857/9456,25-26=-3857/9456,
26-27=-3857/9456,27-26=-3857/9456,28-29=-3857/945Q 29-30=-3857/9456,
1430=3857/9456, 14-31=-3�26p745,13-31=-3126I7745,'1332=3�26f/745, �
3233=312fi17745,3334=-3126q745,34-35=3126/7745,�2-35=-3'126p745,
1236=-�1291292'I,�0-36=-�-029/2921
WEBS 3-17=736(�747,A-�7=4969R059,4-�5=-57EI1217,6-15=-832/299,6-14=-832/299,
B-14=57fi/1217,8-12=-4969/2058,9-�2=-�3E/1747
NOTES (12-15)
1)Unbalanced mof live loads.have been consideretl for this design.
Z'Rnand nght ezpo�sedmen�d ve�i�lek and nght exposed;Lumber�DOLE1 60�plate Br p pOL�=qRS�Qow-rise)gable entl zone;cantllever jY�q.s'1� '�r�t�rr r
3)Provide adequate tlrainege to prevenl water po�tling. a;�`� '+'��,��� ��n�%
4)All plates are MT20plates unlessbtherv�ise indicaletl. �''.g�`:'U�,^-,7,=�;^. "��t!,r
5)7his(mss has been designed for a 10.0 psf botrom chortl live load nonconcurreN with any other live loads. ,�� =G�'� L'�t"� ����,
6)Provide mechaniral connection(by others)of��uss to bearing plate capable of wilhstanding 100 Ib uplift at joint(s)except QY-Ib)2=831, �` 7;��y.y2� .
10=831. —
7)This truss is designed in accordanw wiN lhe 2006 International.Residential Code sections R502.11.1 and R802.102 antl referenced = ,� y a R =
stantlartl ANSI/TPI 1. ? ...� ', �r,a i��= ; ,Y. 4
e)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was�used in the analysis a�tl tlesign af this(mss. � �u �
9)Graphical purlin�representation tloes not depict t�e size or tne orientation of the pudin along the top and/or bottom chorG. �,c�. . °''�.�`�.r�
_ , �r�i . . �„.,g? ?*:
41
. . '/t7 1HU14tP:�"'
. - —__ ' _ _ July2,201a
Con:inued on page 2
t. WARNING PI iM1O gMy ' iM1 C t �f A k I tlg nl fP 61tl5� d dT � M ! t dP�d ct'! .V rya �g p I J tl t s �li T
�1� O �g D - g dih �JRf Sh t(t .a314)bi .OtyMTk a plt M1llb tli ih V tl �g�tl gt b Id. TM1 t tl g d g d t
c Pt I p- bl'y! ihtl �9 f�he - 91 ( P �4PttlM1 ' .Thtl 9 Pt .I tl9 tlt 'lblry d iVi P t! YPrf� I �y �
Ould g- ih p blry fiM1 O 0 Own f tM1 tl g 1 iM1 B Itl g0 g p AM151/TPIt. l � I 1 ttl �g � � � d tl I b d ��tl . b � .u�.� r
ar �t p b hl g ly 1� � Id g t bllyb g.qddt I p ry t �nLd g Ib -gl - es� blrytl g t c( ' iM1 p b�ly flh�t ' steller_
Atld( Ip enentb ld g 1 Oftyb g !IM1 II f t - Ifre esp blty f�F OWn t� Ow f t� " tl g t �M1 B 10�g0 g p ih IRC 0 IBC tl ��
ANSIrtF11. Por8enerlg �tlanceregardngtle�gnrespons0ltesta�r ioqqallywnlml,storg ,tlelvery�,erecti ,IleralresVantantltlago�alerarngconsultihelalestedlonollM1e
iac,meiac,nnsiirai�,ineecsi:�mmary:naei:,eomorecsi�e�namgcompooemsareryi�mrmano�7a�anamao-omsacna��w.:oam�sim�ome�ae�yreia�eai�sieuaeo��i�rormauo� ENGINEER/NGcm
supplie0'm iM1e Iobsite package.T�e Vuss tlesigner orlmss tlesign engincer(also aefinetl as a specialty engineer)is NOT Ne Builtling Oesigner ol�pe�oil0ing. '
Jw Truss Truss Type aty Py FlSCHER oaFaoa
184200�C
B1V41fi303� TG06 Hip Girder � �
Job Referenc�ptignal
PRO6WLD, MOORESVILLE,IN4615B ]CJJSOCi1430t3MiTekln4usVies.IncTUeJUIOtW.O+'OZ2010Page2
I D:4k567hzV7G OqQXCRBMVVbTyIhEi-pStlO�29whLJmKSEiq6Sazny74UlYhG96fiZcNZO\VpR
NOTES (12-15)
10)Hanger(s)or other connection device(s)shall he provitled suKCient to support concentrated loatl(s)20 I�down and 4i Ib up al 1-6-6,36 Ib down antl 61 Ib up at 3-6-6,36 Ib
down and 61 Ib up at 5-fi-6,361b down and 6� 16 up at 7-66,361b down antl fii Ib up at 9-6-6,361b down and 61 Ib up at 1 L6-6,361b down and 61 Ib up at 13-6-6,3fi Ib
down and 61 Ib up at 15-6-6,3616 down and:61 I�up at 17-fi-6,36 Ib down antl 61 Ib up at 19-6-6,36 Ib down and 61 Ib up at 20.7-12,3616 tlown and 61 Ib up at 21-9-2,3fi
Ih dawn antl 61 Ib up at 23-9-2,3616 down antl 61 Ib up et 25-9-2,36 Ib down and 61 Ib up at 27-9-2,361b dawn antl 61 Ib up at 29-9-2,3616 tlown antl 61 16 up at 3b9-2,
3616 down and 61 Ib up at 33-94,361b down and 61 Ib up at 359-2,and 361b down and 6� Ib up at 37-92,and 201b tlown and a7 Ib up at 39A4 on bottom Uord. The
desigNSelection of such mnnection tlevice(s)is ihe responsi6iliry of others.
11)In the LOAD CASE(5)sedion,loads applied to the face o(Ne lmss are notetl as fmnt(F)or back(Bj.
12) 1. Additional stabiliy bracing for truss system,e.g.diagonal or X-bracing,is always required. See
13) BC511.
14)23.Ris exUemely importan�to propedy install temporery laterel restraint antl Diagonal bracing,in
15) accordance with BCSI-82 or using proprietary methods(e.g.Stabilizer,etc.).
LOADCASE(S) Standard
ij Oead�Roof Live(balancetl)'.Lumber Increase=1.15,Plate Increase=t.15
Uniform Loatls(pl�
Vertl 13=-70,3-9=40.9-11=70.2-�0=-20
Concenlrated Loads(Ib)
Vert: 17=36(B)12=-36(8)18=20(B)19=36(B)20=-36(8)21=36(B)22=36(B)23=36(B)24=-36(B)25=-36(B)2fi=-36(B)27=-36(B)28=-36(8)29=-36(B)30=36(B)
31=-36(B)32=-36(8)33=36(B)34=36(B)35=36(B)36=-20(B)
l. WARNINC % utn gnly �e Ue C � r Acxn leeg to�PmB lasl a Ni ztorManufaC.uredP e ct 1 .V ye g pa t d a o�ez M T s
d� Oe g D � B tlIM1 GJF f Stre 1( _0310)E I .O yMT k tt q t s�allLeuseebr;b 1 0 g d gt �e Id Tli 1 0 g 0 � S 0 i 4
atcept I zp�stil�yt N tl sig 11� � gl Ws po Itltpp E� ' .T� d gnassum0�ons load g tll 'lahtly 4 IN p �� nYP M I
b de q' tne respo s�i ry �me owne me Own � ino�eC ag t t� 9 iC ng Des q p r NNSVTPi L Laie i t � t tl g i M1 -tliv tl I b E moM � b D �
� p � kl�g ly 11 C 14 g t �Ily� g.H401 It p N sVanOaagonaloraungto'n es�a�lrytl grp �Nqo ' N p ns0lryolihe� ss�ns�aller �
AtlOt nalpermanem0 'le g 1 b'ItyO - g f�� all t t ' t� responseltyoit�eOwner I�eOwne�saut� " J g i �� B ld g0e g r p rt�elRC NeIBCard �
AN51?PI t For gen ral g �tlance�egard ng tlesgn respons 011es labnration,quzl y conimi siorage Oel very erecf n lalerel res -ntana tl agonal bracng�wnsull iM1e Ialesl ed lon ol l�e
iac;me iec,nNSUrai i,me ecsi s�mm��y:n��s,aoemr ecs�a�aao-g compo�em s�rrry mmrmano��:,�aoame o-om secn a�ww.+.see�a�nry.�om a�a a�y reiaiea m:�auaim�'��rom,seo� ENG/NEER/NGL�G
supplietl in t�e lo�sile OaGage.TM1e Wss tlesigner or vuss design engineer(aiso tlefinea as a specialry engineer)is NOT tM1e 6uiltliig�esigner ot Pe EuilOing,
Jo�� Truss TmssType pty py FlSCNEROBF-aoa
IBh288]5
81K16303 TG05 HiOGittl:r � �
J b R f ! � 0
rnveoiW. MWXESVILLE,IN65t59 ].430zOd142013MiTeklnEUSlnes,lnc TueJUlOt06:04:022014 Page1
I D;4k567hzV7GOqaXCRBMVV b7ylhEi-➢5tl0 Q29w�LJm Ksbiq6Sazn1175Fj6iG966ZCNZObVpR
4-0-0, e-0.12 14-042 P2-1-8 �23�1A
1-0-0 � 80-12 � 6-0-0 ' 8-0-12 ' t-0-0
$cale=t402
Sne ° a� _
3 a
3-4
/
8.00 4
3 �' � 5
ol 2 5
m'I -J p g Qc `< 6 �o
o� SB =E
i ID it t2 9 9 13 � ta 1s ts �
Sre =
3x6 II 4z6 Sx8 =
5x8 =
� 8-0-t2 14_042 � 224-8
e-0-02 6-0-0 8-0-02
Plate Offsets IX V)_LZ:aO-0 0-0-141 f3:0-5-8 0-1-121 [4�.03-�2 0-2-01 fS:Edoe 0-0-ia�,j7:0.2-8.0-2-121
LOAOING(ps� SPACING 2-0-0 C51 DEFL in (loc) I/dell L/tl PLATES GRIP '
TCLL. 25.0 Plateslncrease 1.15 TC 0.77 Ven(LL) -0.13 2-9 >999 240 MT20 197/�44
TCDL 10A Wmher Increase 1.15 BC 0.55 Vert(TL) -029 2-9 >896 18�
BCLL 0.0 Rep S(ress Incr NO WB 0.32 Horz(TL) 004 5 n/a n/a
BWL 10.0 CodeIRC2006/TPI2002 (Matnx) Weight�O61b FT=20%
W MBER BRACING
TOP CHORD 2x4 SP 2400F 2.OE'ExcepC TOP CHORD Structural wood sheathing directly applietl or 4-2-2 oc putlins,except
3-4:2x4 SPF No.2 2-0-0 oc purfins(3-9-9 max.):3-4.
BOi CHORD 2x6 SP 2400F 2.OE BOT CHORD Rigid ceiling tlirectry applied or 10-0-0 oc bracing.
WEBS 2x3 SPF No2
REACTIONS (Ib/size) 2=2026/0.18 (min.0.1-71),5=2026/0-3-e (mia0.1-11)
Max Horz 2=133(LC 4)
Max Uplift2=-440(LC 5),5=-440(LC 6)
FORCES (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less ezcept when showrt
TOP CHORD 2-3=2538/564,34=-1948/527,4-5=-2542/565
BOTCHORD 2-10=-46�/1929.10-11=-46V�929.11-12=-4fi1/1929,9-12=-461/1929.8.9=466/1946,
e-13=466/�946,7-13=-466/1946.7-14=-387/1932, 1445=-387/1932,�5-16=387/1932.
5-t6=-387/�932
, WEBS 3-9=-242/916,4-7=253/945
NOTES (11-14)
1)lJnbalanced mof live loads have been consideretl for�his tlesign.
2)�AfnE:ASCE 7-05;90mph;TCDL=6.Opsf BCDL=6.Opsf;h=25k;Cat.II;Evp B;enclosed;MVJFRS(law-rise)gable entl zone;cantilever
IeY antl dght exposed;entl vertical left and right exposetl;Wmber DOL=1.60 plate gnp D0�=1.60
3)Provide adequate tlreinage to prevent water pontling.
4)This tmss has heen designed tor a 10.0 psf bottom chortl live load nonconcurrent with any othe�live loads.
5)Provide mechanical connettion(by others)o(truss to bearing plate capable of withstantling 100 Ib uplifl a�joinl(s)except Qt=10)2=440,
5=440.
6)This(mss is tlesignetl in accordance with Ihe 2046 International Residential Cotle sections R502.11.1 and R802.1Q2 and referenced
7)'Semangitl pdchbrleaks with fixed'heels"Member end fxiry model was usetl in the analysis and design of Ihis Vuss. ��l��l�l;c�p�N,���'4,.�
e)Graphical pudin representation does not tlepid the size or Ihe orientation of the pudin along the lop and/or boHOm chord. ;� �� ,,..., ��( �i�
9)Hanger(s)or other wnnectian tlevice(s)shall be provided sufficient to support concentreted loatl(s)20916 tlown antl 6516 up at 2-1-8, ``�p.a:��y�ST�',�F'�r.��`
189 Ib down antl,52 I�up at 4-1-8,189�Ib down and 72 Ib up at 6-1-e,�89 Ib down and 94 Ib up at 8-1-e,189 Ib down and.94 Ib up at ` �. � .�. p �♦.,� �
1G-1-8,189 Ib down and 94 Ib up at 12-0.0,1891b down and 941b up al 14-0.0,1891b down and 721b up at t6-0-0,and 189 Ib tlown : S pE-11 Q!2220 ; =
ard 521b up at i&0-0,and 2091b down and 651b up at 20.0-0 on bottom chortl. The designlselection of such wnnection tlevice(s)is - -
the responsibiliry of others. _ ' ' _
�O)In the LOAD CASE(5J section,loads applied lo the face of the imss are notetl as front(F)or back(B). :. .4p? � P '
11) 1. Additional stability bracing for Vuss system,e.g.diagonal or X-bracing,is aAvays required. See Z 1� -, $T ' 4� ,%=v`
12) BC511. i •'rl`V .`•
13)23.Il is exlremely important to propedy install temporary lateral restraint and tliagonal braang,in ��!� `�� ' ' • ^*���\
14) accortlance wiN BCSI-82 or using proprielary methods(e.g.Slabilizer,etc.). /f,:� . ���� �
�/111HIIHUII '
�oao cnse�s� sta�ca�a __ __ Juty 2,2014
Continued on page 2
� waRNING Pleasetn r� 9h�Y e�ewiM1 "C 1 fsACknowleagemenlclProB'lasta CaraTermsrorManuraauredP a t f .V 'ye �g { ametersanemaenoles In T s
o e Q' � 9 et� �JR tere¢S� et(� .OS14)b� O fyMT k tl pl t s�all�eusetlloriF t sstl g tl B� b ld Th' t d 8 tl - g' � 1
uep�a -f p blryf NeC g (ihev gl vu componentd "q tl� - .T� E g pl loatl qco tlf lablry tl 11� p 11 nyp N I B
�ulOngsl� p 041y IN Ovm N O.mef N edagel tl�e910nqDesgnetp ANSIRPILLate Iresi ' td g i sh onnE d I OatlrhN e
arelo co p ' e kl g ly, t� E Id g t til�yE 0 AOEti It p ry la YD g nal0aa g� - 1 tilryd � g t d ' �� p biTy IIM1 � ' � II r. ����
AtlEf 10 manenlb Id g � tilyb u g fl� � ll t I � �M1 asp b'Iry ft� Ow ih O f ID etl g �� 0 B ld g� 6 P JF IRC N IBC tl
�ANSI?PIL Forgen Ig C eregartl gtl 'g po bIL � !b"�lon,q Iry t Istorg tl I' ry t II I sVant tla g I� ug� pt�elt letl(onoltM1 �°
iacmeiecnHSVrviimeecsis�ma�ysnee�: anarorecsi(euianqcompone�isarerymm,maron)a�aiaeieimmsecnaiv.ww.soonaus�iy.mmenaanyreiaiee'ns�anaoon'nmrmation ENG/NEER/NGuc
suppde0ln l�e IoLVIe package.Ttw Wss tlevgner a W ss tlesign enB�neei(elw Eefinea as a aperialry engineer)is NOT tpe Builtling Designer of Ne Wiltling.
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Job Referencef9ptional)
PROBUILO, MOORESVILLE,IN46158 � ]<]LSOd1<2013MiTeklneustnes,Inc. TueJU101060<'Al2�tOPage3
I�4k56]�zV7GOq�XCRBMVYb]ylhEi-pStl0�29whWmKSbiq65aznt175F16iG966ZcNZ�NIpR
LOAD CASE�S) Standard
1)Dead+Roof�ive(balanced):Wmber Increase=1.15,Plate Increase=1.75
Uniform Loads(pl�
Vert:1-3=-70,3-4=-70,4-6=-70,2-5=-20
Cancenlrated Loads(Ib)
Vert:8=789(B).9=18918)7=189(B)10=209(B)11=-189(B)12=789(B)13=189(B)14=-189(B)15=-189(B)16=209(B)
� WARNING PI N 9�y e 1� C � hF knmNeE9e � PoB�ItlSt rd CT mSfarManulatlureJP tl tl I .V IyJ g p 1 C J o�ez Ri T ss
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r I p " b kl g ly ollo � ld g ib'Ity� g:Atltll It p ry IaNE'agotalbrad�gtoln t �l'tyd gWnt cton'SlM1etesponstilyof�helvs-ns�aller
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ANSI?PI L For general guitlance reBerding desi8��esponziblLi�ez,labnraEOn,qualiy mnvol,sfoage,tlelivery,erection,la�eral rezuaint and tliagonal baunB�wnsup Ihe lates�etlitron ol��e
IRQtM�BC,AN51/�PI1.1�¢BCSISw/ITarysM1e¢IS,dntlforBCSI(Buil0in9COmponenlSaRtylnlo�malion�availaElelmmSBCl�alvmvi.SCtinEUS�ry.amantla�ry�elatetlinslalla�ionin:oma�ion ENGINEER/NG.tc
wppLed in t�e jo�sim parkage.T�e�mss Designer w Wss�esign engineer(also definetl az a specialry engineeQ is NOT tne Builtling Designer ol lbe bulltling.
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